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; ; 2019 Sewer Master Plan City of Carlsbad; 2019-06-17
Sewer Master Plan Update City of Carlsbad June 2019 This page is intentionally blank. Sewer Master Plan Update City of Carlsbad June 2019 | i Contents 1 Introduction ....................................................................................................................................... 1-1 1.1 Background ............................................................................................................................ 1-1 1.2 Service Area Description ........................................................................................................ 1-2 1.2.1 Setting ....................................................................................................................... 1-2 1.2.2 Climate ...................................................................................................................... 1-4 1.3 Sewer Service Area ................................................................................................................ 1-5 1.3.1 Drainage Basins ........................................................................................................ 1-5 1.3.2 Land Use ................................................................................................................... 1-9 1.3.3 Population Projections............................................................................................. 1-15 2 Sewer Facilities ................................................................................................................................ 2-1 2.1 Collection System Facilities.................................................................................................... 2-1 2.2 Lift Stations and Force Mains ................................................................................................. 2-4 2.3 Interceptor System ................................................................................................................. 2-9 2.3.1 Vista/Carlsbad Interceptor ....................................................................................... 2-11 2.3.2 North Agua Hedionda Interceptor ........................................................................... 2-16 2.3.3 South Agua Hedionda Interceptor ........................................................................... 2-18 2.3.4 Buena and Vallecitos Interceptors .......................................................................... 2-20 2.3.5 North Batiquitos Interceptor .................................................................................... 2-22 2.4 Interagency Agreements ...................................................................................................... 2-25 2.5 Wastewater Treatment and Disposal ................................................................................... 2-26 2.5.1 Encina Water Pollution Control Facility ................................................................... 2-27 2.5.2 Carlsbad Water Reclamation Facility ...................................................................... 2-30 3 Wastewater Flows ............................................................................................................................ 3-1 3.1 Existing Wastewater Flows .................................................................................................... 3-1 3.1.1 Historical Flows ......................................................................................................... 3-4 3.1.2 Flow Monitoring ......................................................................................................... 3-6 3.1.3 Inflow and Infiltration ............................................................................................... 3-13 3.2 Flow Generation Factors ...................................................................................................... 3-16 3.2.1 Land Use Specific Unit Flow Studies ...................................................................... 3-17 3.2.2 System Wide and Major Basin Equivalent Dwelling Unit Calculation ..................... 3-19 3.2.3 Planning Level Flow Generation Factors ................................................................ 3-22 3.3 Projected Buildout Flows ...................................................................................................... 3-25 3.3.1 Densification Areas ................................................................................................. 3-25 3.3.2 Carlsbad Sewer Service Area Projected Buildout Flows ........................................ 3-28 3.3.3 Other Agency Flow Projections ............................................................................... 3-30 4 Regulations and Design Criteria ...................................................................................................... 4-1 4.1 Sewer Regulations Overview ................................................................................................. 4-1 4.1.1 Federal Sewer Regulations ....................................................................................... 4-1 4.1.2 State Sewer Regulations ........................................................................................... 4-1 4.1.3 Carlsbad’s Title 13 Sewer Regulations ..................................................................... 4-3 4.1.4 Impending Sewer Regulatory Issues ........................................................................ 4-4 4.1.5 Recommendations .................................................................................................... 4-6 4.2 Design Criteria ...................................................................................................................... 4-10 4.2.1 Engineering Standards Design Criteria ................................................................... 4-10 4.2.2 Existing System Capacity Evaluation Criteria ......................................................... 4-11 Sewer Master Plan Update City of Carlsbad ii | June 2019 5 Hydraulic Model Development ......................................................................................................... 5-1 5.1 Model Parameters .................................................................................................................. 5-1 5.1.1 Modeling Software ..................................................................................................... 5-1 5.1.2 Physical Data Input ................................................................................................... 5-2 5.2 Existing System Model Update and Calibration ..................................................................... 5-2 5.2.1 Infrastructure Updates ............................................................................................... 5-2 5.2.2 Dry Weather Flow Update and Calibration ............................................................... 5-2 5.2.3 Wet Weather Flow Loading Update and Calibration ................................................. 5-3 5.3 Near-Term System Model Development ................................................................................ 5-5 5.4 Buildout System Model Development .................................................................................... 5-7 5.4.1 Infrastructure Updates ............................................................................................... 5-7 5.4.2 Flow Loading Update ................................................................................................ 5-9 6 System Evaluation ............................................................................................................................ 6-1 6.1 Near-Term System Capacity Analysis ................................................................................... 6-1 6.1.1 Collection System ...................................................................................................... 6-1 6.1.2 Interagency Facilities................................................................................................. 6-3 6.1.3 Flows to the Encina Water Pollution Control Facility and Outfall .............................. 6-7 6.2 Buildout System Capacity Analysis ........................................................................................ 6-7 6.2.1 Carlsbad Collection System ...................................................................................... 6-7 6.2.2 Interagency Facilities............................................................................................... 6-10 6.2.3 Flows to the Encina Water Pollution Control Facility and Outfall ............................ 6-14 6.3 Carlsbad Full Ownership of Buena Interceptor Sewer Analysis .......................................... 6-14 6.4 Recommended System Improvements ................................................................................ 6-15 Tables Table 1-1. Carlsbad Major Watershed Basins ........................................................................................... 1-9 Table 1-2. Buildout Land Use................................................................................................................... 1-11 Table 1-3. Growth Management Plan 2035 Dwelling Unit Projections .................................................... 1-15 Table 1-4. 2016 Population Estimate ....................................................................................................... 1-16 Table 1-5. Business Employment Estimates ........................................................................................... 1-16 Table 1-6. San Diego Association of Governments' Projections for the Carlsbad Sewer Service Area1 ........................................................................................................................................... 1-17 Table 2-1. Carlsbad Collection and Conveyance System Summary ......................................................... 2-2 Table 2-2. Sewer Pipe by Age ................................................................................................................... 2-3 Table 2-3. Summary of Existing Lift Stations ............................................................................................. 2-7 Table 2-4. Vista/Carlsbad Interceptor Ownership .................................................................................... 2-14 Table 2-5. Carlsbad Capacity Rights in the Buena Interceptor Sewer .................................................... 2-22 Table 2-6. Interagency Agreements for Sewer Interceptors .................................................................... 2-26 Table 2-7. Encina Water Pollution Control Facility Phase V Capacity Ownership1,2,3 ............................. 2-29 Table 3-1. Encina Flow Meters .................................................................................................................. 3-1 Table 3-2. Average Dry Weather Flow Summary ...................................................................................... 3-8 Table 3-3. Metered Basins Ranked by Rainfall-Derived Inflow and Infiltration Rates ............................. 3-15 Table 3-4. Peak Hourly Rainfall-Induced Inflow and Infiltration Flow Rates from Upstream Agencies ..................................................................................................................................... 3-16 Table 3-5. Residential Unit Flow Analysis ................................................................................................ 3-18 Sewer Master Plan Update City of Carlsbad June 2019 | iii Table 3-6. Commercial Unit Flow Analysis .............................................................................................. 3-19 Table 3-7. Formula for Calculating Carlsbad Sewer Service Area Flows from Encina Wastewater Authority Flow Meter Data........................................................................................................... 3-20 Table 3-8. Flow Rate Calculations per Basin ........................................................................................... 3-20 Table 3-9. Wastewater Unit Flow Factors ................................................................................................ 3-23 Table 3-10. Calculated Equivalent Dwelling Unit Densities per Land Use Type ..................................... 3-24 Table 3-11. Sewer Generation Rates per Acre ........................................................................................ 3-24 Table 3-12. City of Carlsbad Growth Database Summary ....................................................................... 3-27 Table 3-13. Projected Future Wastewater Flows by Local Facility Management Zone........................... 3-28 Table 3-14. Projected Carlsbad Buildout Flows ....................................................................................... 3-29 Table 3-15. Projected Buildout Average Dry Weather Flows for Carlsbad Interceptors.......................... 3-31 Table 4-1. Sewer Design Criteria ............................................................................................................. 4-10 Table 6-1. Recommended System Improvement Projects ...................................................................... 6-16 Figures Figure 1-1. Location Map ........................................................................................................................... 1-3 Figure 1-2. Carlsbad 30-Year Climate Data (1981-2010) .......................................................................... 1-4 Figure 1-3. Carlsbad Sewer Service Area ................................................................................................. 1-7 Figure 1-4. Carlsbad Major Watershed Basins .......................................................................................... 1-8 Figure 1-5. Existing Land Use Map .......................................................................................................... 1-10 Figure 1-6. Buildout Land Use Map ......................................................................................................... 1-12 Figure 1-7. Local Facility Management Zones ......................................................................................... 1-13 Figure 1-8. Growth Management Plan Dwelling Unit Report Update ...................................................... 1-14 Figure 2-1. Existing Lift Stations and Force Mains .................................................................................... 2-6 Figure 2-2. Existing Interceptor System ................................................................................................... 2-10 Figure 2-3. Vista/Carlsbad Interceptor ..................................................................................................... 2-13 Figure 2-4. North Agua Hedionda Interceptor .......................................................................................... 2-17 Figure 2-5. South Agua Hedionda Interceptor ......................................................................................... 2-19 Figure 2-6. Buena and Vallecitos Interceptor Sewers ............................................................................. 2-21 Figure 2-7. North Batiquitos Interceptor ................................................................................................... 2-24 Figure 2-8. Encina Water Pollution Control Facility Annual Average Flows and Treatment Capacity ...................................................................................................................................... 2-28 Figure 3-1. City of Carlsbad Encina Wastewater Authority Flow Meter Locations .................................... 3-3 Figure 3-2. Historical Average Annual Wastewater Flows ......................................................................... 3-4 Figure 3-3. Monthly Wastewater Flows versus Rainfall ............................................................................. 3-5 Figure 3-4. Temporary Flow Meter Tributary Basins ................................................................................. 3-7 Figure 3-5. Flow Measurement Schematic ................................................................................................ 3-9 Figure 3-6. Flow Summary by Interceptor ................................................................................................ 3-10 Figure 3-7. Diurnal Patterns for Primarily Residential Area Temporary Meters ...................................... 3-11 Figure 3-8. Diurnal Patterns for Primarily Non-Residential Area Temporary Meters............................... 3-12 Figure 3-9. Hourly Flow Factors for Upstream Agencies (Weekday Average Dry Weather Flow) .......... 3-13 Figure 3-10. December 2010 Wet Weather ............................................................................................. 3-14 Figure 3-11. Major Flow Monitoring Basins ............................................................................................. 3-21 Figure 3-12. Carlsbad Sewer Service Area Future Densification Parcels ............................................... 3-26 Sewer Master Plan Update City of Carlsbad iv | June 2019 Figure 3-13. Historical and Projected Ultimate Flows .............................................................................. 3-30 Figure 4-1. Private Sewer Collection Systems in Carlsbad ....................................................................... 4-5 Figure 4-2. Locations of Fat, Oil, and Grease-related Sanitary Sewer Overflows ..................................... 4-9 Figure 4-3. Comparison Depth Flow Relationship ................................................................................... 4-12 Figure 5-1. Near-Term System Model Infrastructure Updates ................................................................... 5-6 Figure 5-2. Buildout System Model Infrastructure Updates ....................................................................... 5-8 Figure 5-3. Diurnal Patterns for Residential and Commercial Buildout Flows ........................................... 5-9 Figure 5-4. Weekly Patterns for Residential and Commercial Buildout Flows ........................................ 5-10 Figure 6-1. Existing Carlsbad Collection System Modeled Hydraulic Deficiencies ................................... 6-2 Figure 6-2. Existing Interceptor System Modeled Hydraulic Deficiencies ................................................. 6-6 Figure 6-3. Buildout Carlsbad Collection System Modeled Hydraulic Deficiencies ................................... 6-9 Figure 6-4. Buildout Interceptor System Modeled Hydraulic Deficiencies ............................................... 6-13 Figure 6-5. Recommended Improvement Projects .................................................................................. 6-17 Appendices Appendix A. Interagency Agreements Appendix B. American Digital Systems Temporary Flow Meter Reports Appendix C. Hydraulic Model Data Appendix C-1. Encina Wastewater Authority Flow Meter Data Reports Appendix C-2. Model Validation Results Appendix C-3. Existing System Capacity Analysis Results Appendix C-4. Buildout Capacity Analysis Results Sewer Master Plan Update City of Carlsbad June 2019 | v Acknowledgements HDR would like to express its sincere appreciation for the assistance and cooperation provided by the management and staff of the City of Carlsbad and the Encina Wastewater Authority during the preparation of this Master Plan Update. In particular, the efforts of following individuals are acknowledged and greatly appreciated. Stephanie Harrison, Utilities Asset Manager (Project Manager) Vicki Quiram, Utility Director, Public Works Terry Smith, Engineering Manager Mark Biskup, Associate Engineer Don Wasko, Utilities Manager Cathy Nhothsavath, Assistant Engineer Jeff Parks, Encina Wastewater Authority Laboratory Manager HDR Team Members Jennifer Duffy, PE, Project Manager Michael Flores, Senior Professional Roger Null, Senior Professional Joel Engleson, Project Engineer Eric Scherch, PE, Project Engineer Stephanie Shamblin Gray, Project Engineer Jonathan Paz, Project Engineer Renee Stueber, Document Specialist Sewer Master Plan Update City of Carlsbad vi | June 2019 Abbreviations and Acronyms ABS acrylonitrile-butadiene-styrene ADS American Digital Systems ADWF average dry weather flows BIS Buena Interceptor BSD Buena Sanitation District Carlsbad City of Carlsbad CCFRPM centrifugally cast fiberglass reinforced polymer mortar CI cast iron CIP capital improvement program CIPP Cured in place pipe City City of Carlsbad CSSA Carlsbad sewer service area CWRF Carlsbad Water Reclamation Facility DIP ductile iron pipe EDU equivalent dwelling unit Encinitas City of Encinitas ESD Encinitas Sanitary District ESVCP extra strength vitrified clay pipe EWA Encina Wastewater Authority EWPCF Encina Water Pollution Control Facility FOG Fats, Oils, and Grease FPVC flexible polyvinyl chloride GIS geographic information system gpd gallons per day HDPE high-density polyethylene HPF hourly peaking factors HPLS Home Plant Lift Station LF linear foot/ linear feet LFMZ Local Facility Management Zone LS lift station LWD Leucadia Wastewater District mgd million gallons per day Sewer Master Plan Update City of Carlsbad June 2019 | vii NAHI North Agua Hedionda Interceptor NBI North Batiquitos Interceptor PVC polyvinyl chloride PWWF peak wet weather flow RBA Revised Basic Agreement RCP reinforced concrete pipe RDII rainfall-induced inflow and infiltration RWQCB Regional Water Quality Control Board SAHI South Aqua Hedionda Interceptor SANDAG San Diego Association of Governments SCADA supervisory control and data acquisition SSMP sewer system management plan SSO sanitary sewer overflow SWRCB State Water Resources Control Board V/C Vista/Carlsbad Interceptor VCP vitrified clay pipe VIS Vallecitos Interceptor Vista City of Vista VWD Vallecitos Water District WDR waste discharge requirement Sewer Master Plan Update City of Carlsbad viii | June 2019 This page is intentionally blank. Sewer Master Plan Update City of Carlsbad June 2019 | 1-1 1 Introduction The City of Carlsbad (Carlsbad) provides wastewater collection service to 29 square miles, approximately 74 percent of the City limits, through 6 interceptor pipelines, approximately 265 miles of collection and conveyance pipelines, and 11 lift stations (LS). All wastewater flows are conveyed to the Encina Water Pollution Control Facility (EWPCF), located in Carlsbad, for treatment and then disposal through the ocean outfall or delivery to the adjacent Carlsbad Water Recycling Facility for reuse. Several interceptors are jointly owned with Carlsbad, and convey outside agency flows to the EWPCF in addition to flows generated within the Carlsbad service area. Carlsbad last updated its Sewer Master Plan in 2012 based on data through 2010. In the past 6 years, the economic recession, combined with a multi-year drought, resulted in significantly reduced water and recycled water demands and sewer flows, and consequentially reduced revenues to Carlsbad. As the economy rebounds and extreme drought conditions recede, there is also a need to adjust the current plans to correspond with the new General Plan, to reflect a “new normal” in water use behaviors, and assess the impact on sewer flows. Preparation of the Potable Water, Recycled Water and Sewer Master Plan Updates was authorized by the Carlsbad City Council on January 24, 2017 in the form of a contract for engineering services granted to HDR Engineering Inc., entitled Agreement for Engineering Services to update the Carlsbad Potable Water, Recycled Water and Sewer Master Plans. This Sewer Master Plan Update provides a system evaluation and capacity assessment of the wastewater collection system and recommends a capital improvement/replacement program to provide for continued reliable wastewater service through buildout conditions, which are projected to occur by 2040. By updating this master plan, the resulting capital improvement program (CIP) will help guide Carlsbad in spending precious funds in the most cost-effective manner. Key references used in the development of the updated Sewer Master Plan include the following documents: • City of Carlsbad, 2012 Sewer Master Plan • City of Carlsbad, 2015 General Plan Update • City of Carlsbad, 2015 Climate Action Plan 1.1 Background The Carlsbad Sanitary District, formed in 1929, provided the first sewer service to areas now within the City of Carlsbad. A sewage treatment plant and a system of sewer pipelines, serving the northwest corner of the present Carlsbad Village area, were initially constructed with the formation of the Sanitary District. Thus, portions of Carlsbad's existing conveyance system date back as far as 1929. The original treatment plant location was on the south shore of the Buena Vista Lagoon, adjacent to Carlsbad Boulevard. This is the present location of the Home Plant Lift Station (HPLS). Sewer Master Plan Update City of Carlsbad 1-2 | June 2019 The Carlsbad Sanitary District provided sewer service until the City of Carlsbad incorporated in 1952. When Carlsbad incorporated, there were approximately 600 parcels being served by the Carlsbad Sanitary District. Carlsbad expanded the sewer system and increased the number of connections, and by 1960, it was apparent that a larger treatment facility would be required. To meet the growing regional needs for sewer service, Carlsbad and the Vista Sanitation District jointly constructed the EWPCF, located just south of Palomar Airport Road and west of I-5. When the EWPCF was put into operation in 1965, wastewater flows to the old Carlsbad Sanitary District plant were diverted to the new treatment facility. The EWPCF is now jointly-owned and operated by six northern San Diego County agencies through a Joint Powers Agreement, and operated by the Encina Wastewater Authority (EWA). The member agencies of EWA are: Carlsbad, City of Vista (Vista), City of Encinitas (Encinitas), Vallecitos Water District (VWD), Buena Sanitation District (BSD), and the Leucadia Wastewater District (LWD). 1.2 Service Area Description The City of Carlsbad occupies approximately 39 square miles of rolling hills, beaches and bluffs along the northern coast of San Diego County. Carlsbad is located about 30 miles north of San Diego and about 90 miles south of Los Angeles. The city boundaries are shown on Figure 1-1. In addition to the Pacific Ocean coastline along its western boundary, the communities surrounding Carlsbad include the city of Oceanside to the north, the city of Encinitas to the south, and the cities of Vista and San Marcos and unincorporated areas of San Diego County to the east. 1.2.1 Setting Along Carlsbad’s northern edge, urban development abuts Highway 78, with the highway and Buena Vista Lagoon acting as a boundary between Carlsbad and Oceanside. Similarly, Batiquitos Lagoon along the city’s southern edge defines the boundary between Carlsbad and Encinitas. To the east, city boundaries are less distinctive, as a mix of hillsides and urban development are located adjacent to the cities of Vista and San Marcos and unincorporated lands. The topography ranges from sea level along the western coastline to nearly 700 feet above mean sea level along the eastern boundary. Sewer Master Plan Update City of Carlsbad June 2019 | 1-3 Figure 1-1. Location Map Sewer Master Plan Update City of Carlsbad 1-4 | June 2019 1.2.2 Climate Carlsbad’s climate is categorized as a semi-arid Mediterranean climate, with mild, sunny weather throughout the year. This mild climate is derived equally from the warm ocean water being pulled north from Mexico and from its subtropical, semi-desert locale. Daily temperatures range from a low of nearly 30°F in the winter months to a high of nearly 100°F in the summer. Based on the 30-year (1981 to 2010) normal, shown on Figure 1-2, monthly averages are approximately 55°F for the low and 68°F for the high. Figure 1-2. Carlsbad 30-Year Climate Data (1981-2010) Source: http://www.usclimatedata.com/climate-on-your-site.php?id=usca1608 The average annual precipitation ranges from approximately 11 to 13 inches, typically between the months of October and April. The months of September through February can bring warm wind from the desert called a “Santa Ana.” Occurring about 10 days out of the year, these winds typically bring hot and dry conditions, which can spread and worsen wildfires. As noted in Carlsbad’s 2015 Urban Water Management Plan, data from the National Oceanic and Atmospheric Administration’s climate station at the McClellan Palomar Airport indicates that temperatures were above the 30-year normal in 2015, while precipitation was lower. There was also a shift in the precipitation pattern, with higher than the 30-year normal rainfall in the summer months and lower in the winter months. 0 10 20 30 40 50 60 70 80 0 0.5 1 1.5 2 2.5 3 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Temperature (°F)Prepcipitation (Inches)Average precipitation Average high temperature Average low temperature Sewer Master Plan Update City of Carlsbad June 2019 | 1-5 1.3 Sewer Service Area The Carlsbad sewer service area (CSSA) covers approximately 29 square miles, or 74 percent of the 39 square miles comprising the City limits. The CSSA boundary and adjacent district boundaries are shown on Figure 1-3. Sewer service to the southeast quadrant of the City is provided by LWD, and VWD provides service to the eastern edge of the City limits. As shown on Figure 1-3, LWD has jurisdictional ownership of three small areas, covering 97 acres, within Carlsbad's service area. These areas include a narrow strip of land along Carlsbad's coastline in the southwest part of the city, a rectangular parcel located in the vicinity of the future Poinsettia Lane extension, and a small triangular parcel adjacent to El Camino Real and Dove Lane. There is currently flow generated on all three small areas: The State Park Campground along the coastline, condos in the small triangle west of El Camino Real, and recent development in the isolated rectangle in addition to forthcoming Poinsettia 61. All of them are being billed by City of Carlsbad for their sewer. LWD has acknowledged that it is not practical for them to provide sewer service to these areas and they have agreed to cooperate with the City in the de-annexation of these areas to Carlsbad through the Local Area Formation Commission process. 1.3.1 Drainage Basins The geography of the CSSA is characterized by hills that range from gently rolling to highly dissected and mesa-like. Elevations range from sea level along the coast to over 700 feet along the eastern boundary. The CSSA is comprised of four major drainage basins which drain from the eastern boundary west to the coast. The coastal geography is characterized by three lagoons. Descriptions of the drainage basins, below, were obtained from the Carlsbad Drainage Master Plan (2008). Buena Vista Creek Watershed. This drainage area originates in the County of San Diego, northeast of the City of Vista. The creek drains a 9-mile-long, 2-mile-wide area measuring approximately 19 square miles (12,160 acres). Agua Hedionda Creek Watershed. The Agua Hedionda Creek originates south of the San Marcos Mountains and, together with its major tributary, the Buena Creek, drains an area measuring approximately 29 square miles (18,560 acres). After merging with the Buena Creek 3 miles downstream of the origin, the Agua Hedionda Creek runs for a few miles before mixing with Calavera Creek. Encinas Creek Watershed. The Encinas Creek originates 3,000 feet east of El Camino Real and runs west to the Pacific Ocean. This drainage basin covers an area approximately 4 square miles (2,560 acres). The drainage course generally parallels Palomar Airport Road along an alignment just south of this roadway. San Marcos Creek Watershed. The San Marcos Creek originates in the coastal mountain range near San Marcos. The San Marcos Creek watershed, together with the Encinitas Creek watershed, forms the Batiquitos Lagoon watershed measuring about 56 square miles (36,000 acres). Sewer Master Plan Update City of Carlsbad 1-6 | June 2019 These drainage basins align with the gravity sewer alignments shown on Figure 1-4. Sewage collected within the Buena Vista Creek and Agua Hedionda Creek Watersheds are conveyed via the Vista Carlsbad Interceptor (V/C), North Agua Hedionda Interceptor (NAHI), and South Agua Hedionda Interceptor (SAHI) for treatment at the regional EWPCF. Sewer Master Plan Update City of Carlsbad June 2019 | 1-7 Figure 1-3. Carlsbad Sewer Service Area Sewer Master Plan Update City of Carlsbad 1-8 | June 2019 Figure 1-4. Carlsbad Major Watershed Basins Sewer Master Plan Update City of Carlsbad June 2019 | 1-9 Two interceptors collect sewage from the Encinas Creek watershed: the Buena Interceptor (BIS) and Vallecitos Interceptor (VIS). These interceptors convey the sewage to the ECWPF, which is located at the west end of the Encina Creek Basin. The North Batiquitos Interceptor (NBI) collects sewage from the San Marcos Creek and Encinas Creek watersheds. The North and South Agua Hedionda Interceptors collect only Carlsbad flows and discharge to the V/C at separate locations. The other four interceptors convey Carlsbad flows, plus outside agency flows, to EWPCF. Each of these facilities is further described in Section 2. 1.3.2 Land Use Land uses within the service area are primarily residential with a mix of agricultural, light industrial and commercial. In addition, there is a county airport, tourist attractions such as LEGOLAND, and a mix of resorts. Current and planned land uses are described in more detail below. Existing Land Use The existing land uses within the City and CSSA are listed in Table 1-1. The existing sewer service area is predominantly residential and park/open space area, as shown on Figure 1-5. Approximately 1,095 acres, or 6 percent, of the sewer service area is currently undeveloped vacant properties. These vacant properties are anticipated to be developed in the future. Table 1-1. Carlsbad Major Watershed Basins Land Use City Acres % of Total Area CSSA Acres % of Total Area Single Family Residential 6,071 24 3,839 21 Multi-Family Residential 983 4 665 4 Commercial/Office 1,156 5 988 5 Industrial 1,113 4 1,110 6 Roads/Right-of-Way 4,213 17 3,193 17 Institutional 578 2 437 2 Park/Open Space 8,293 33 6,105 33 Agriculture 556 2 536 3 Water 839 3 583 3 Vacant 1,220 5 1,095 6 Total 25,024 100 18,551 100 Source: SANDAG 2015 Existing Land Use shapefiles (2/2/2016) Notes: CSSA=Carlsbad sewer service area; SANDAG=San Diego Association of Governments Sewer Master Plan Update City of Carlsbad 1-10 | June 2019 Figure 1-5. Existing Land Use Map Source: SANDAG 2015 Existing Land Use shapefiles (2/2/2016) Buildout Land Use Sewer Master Plan Update City of Carlsbad June 2019 | 1-11 In accordance with the City’s 2015 General Plan, the buildout land uses within the City and CSSA are listed in Table 1-2. The future sewer service area remains predominantly residential and park /open space area, as shown on Figure 1-6, with agricultural areas diminishing and vacant areas assigned an active land use designation. Table 1-2. Buildout Land Use Land Use City Acres % of Total Area CSSA Acres1 % of Total Area Single Family Residential 6,940 28 4,660 25 Multi-Family Residential 1,103 4 775 4 Commercial/Office 1,398 6 1,205 6 Industrial 1,508 6 1,508 8 Roads/Right-of-Way 4,138 17 3,135 17 Institutional 663 3 499 3 Park/Open Space 8,335 33 6,182 33 Agriculture 101 0 101 1 Water 838 3 582 3 Total 25,024 100 18,648 100 Source: SANDAG Series 13 Planned Land Use shapefiles (10/2/2014) Notes: 1 Total acreage within the CSSA increases at buildout, assuming future annexation of LWD parcels. CSSA=Carlsbad sewer service area To manage growth, the City was divided into 25 separate planning areas, referred to as Local Facility Management Zones (LFMZ), which are shown on Figure 1-7. The City has maintained a Growth Management Plan and Growth Database since 1986 to monitor development within the City and to ensure that adequate facilities are constructed in an orderly manner to support future growth. The Growth Database includes information on existing and vacant parcels, including the existing and future land uses, current percent built out, current population, future growth potential and anticipated timing of such growth. It should be noted that not all 25 LFMZs shown on Figure 1-7 are located within the CSSA. The majority of the City’s southeastern quadrant is served by either VWD or LWD. In addition to the 25 LFMZs, the City is also divided into four quadrants for planning purposes as shown on Figure 1-8. The City prepares an annual Growth Management Plan Monitoring Report which includes information on current and proposed development plans, including the number of projected residential dwelling units and the estimated building square footage for non-residential land uses, as well as an estimated timing for when each unit will be constructed. The May 2017 Growth Management Plan Monitoring Report was used for this Master Plan update. City staff provided an update on growth projections by quadrant, as summarized on Figure 1-8. Sewer Master Plan Update City of Carlsbad 1-12 | June 2019 Figure 1-6. Buildout Land Use Map Source: SANDAG Series 13 Planned Land Use shapefiles (10/2/2014) Sewer Master Plan Update City of Carlsbad June 2019 | 1-13 Figure 1-7. Local Facility Management Zones Sewer Master Plan Update City of Carlsbad 1-14 | June 2019 Figure 1-8. Growth Management Plan Dwelling Unit Report Update Source: Carlsbad 2015 General Plan Update As shown in Table 1-3, the City is anticipating total buildout projections of 51,821 residential units, which is less than the maximum number of dwelling units that could be constructed under the Growth Management Plan (54,599 units). Table 1-3 shows potential buildout in the City resulting from application of land uses on vacant and underutilized sites, according to analysis undertaken for the General Plan update. A majority of the new development will continue to occur in the northern portion of the City. These developments are in various stages of planning, design, and construction. Additional growth within the City includes “in-fill” or redevelopment projects in the older portions of the City. Sewer Master Plan Update City of Carlsbad June 2019 | 1-15 Table 1-3. Growth Management Plan 2035 Dwelling Unit Projections Quadrant Dwelling Units 2035 Population Projection NW 15,121 37,904 NE 8,945 22,423 SW 11,088 27,795 SE 16,667 41,780 Citywide Total 51,821 129,901 Source: City of Carlsbad, Fiscal Year 2015-16 Growth Management Plan Monitoring Report, May 2017 The recent rebound of the economy has resulted in increased development activity throughout the City, including build-out of several master-planned communities and industrial parks, and the planning of new urban re-development projects. The master-planned communities that were underway or entitled during the last master plans are now substantially built-out including: • Calaveras Hills • Bressi Ranch • Robertson Ranch • Quarry Creek Development activity has also increased for industrial land uses, which include Carlsbad Raceway Business Park along Faraday Road and Palomar Forum Business Park along Palomar Airport Road, both in the eastern portion of the City. The Cantarini and Mandana properties in the northeast are planned residential projects which require a major extension of College Avenue and appear to continue to be delayed due to funding constraints. This timing issue should be considered in planning facilities in the master plans. The planned Poinsettia 61 residential project is currently under construction and will complete the extension of Poinsettia Avenue. The City has seen increased activity in urban redevelopment projects, in particular, within the Village of Carlsbad. An approved Specific Plan for the core village area allows for the addition of 800 new residential units and there are discussions regarding residential apartment development at the Carlsbad Mall and El Camino Real. 1.3.3 Population Projections The 2010 Federal Census determined that the average number of persons per dwelling unit in Carlsbad is 2.36 persons (total population divided by total number of dwelling units). As of June 30, 2016, the City’s population is estimated to be 109,004, which is calculated by multiplying 2.36 persons per dwelling unit by the number of dwelling units, second dwelling units, and commercial living units (which were counted as dwelling units in the 2010 Federal Census); in total there are 46,182 dwellings and commercial living units, as shown in Table 1-4. Sewer Master Plan Update City of Carlsbad 1-16 | June 2019 Table 1-4. 2016 Population Estimate Quadrant Dwelling Units Second Dwelling Units Commercial Living Units Total Units Population NW 12,300 156 226 12,682 29,904 NE 6,112 42 — 6,154 14,511 SW 10,142 25 685 10,852 25,614 SE 16,335 159 — 16,494 38,975 Total 44,889 382 911 46,182 109,004 Source: Carlsbad 2016-17 Comprehensive Annual Financial Report, June 2017 It is important to note that although the construction of residential and commercial development is estimated to be built out by 2035, population is anticipated to continue to increase through 2050, as forecasted by San Diego Association of Governments (SANDAG). SANDAG is responsible for the development of demographic projections and various integrated land use, housing, employment, transportation programs, measures, and strategies for the San Diego area. Persons per dwelling unit may also increase. The population projections provided in Table 1-5 estimates a 2035 population of 129,901, with 51,821 dwelling units, which results in an average of 2.5 persons per household. The City of Carlsbad has a strong and growing economy. The top five clusters of business are estimated to employ over 40,000 people, as shown in Table 1-5. Table 1-5. Business Employment Estimates Business Category Estimated Number of Employees Hospitality and tourism 14,776 Information and communications technology 10,049 Life sciences 7,393 Clean technology 4,988 Action sports manufacturing 2,658 Source: Carlsbad 2016-17 Comprehensive Annual Financial Report, June 2017 The City’s Fiscal Year 2016-17 Comprehensive Annual Finance Report estimates a total of 82,100 employees within the City. Annual visitors range from 3 to 4 million, with overnight guests ranging between approximately 75,000 and 199,000 people per month. Within the CSSA, which covers approximately two thirds of the City’s acreage, population projections can be assessed by using SANDAG Series 13 projected growth rates, which take into account the future land use plans developed by municipalities within San Diego County. The series incorporates SANDAG defined population; housing and employment growth rates and applies them at a transportation analysis zone level to account for spatial variability. SANDAG maintains two sets of transportation analysis zone data for Sewer Master Plan Update City of Carlsbad June 2019 | 1-17 the Regional Transportation Plan (2015-2040) along with socioeconomic data for the region. Within each transportation analysis zone, SANDAG has derived spatial data relating to population, housing, and employment under current conditions, and developed projections for the years 2020 and 2040. This detailed and comprehensive dataset was used for this Master Plan project. A summary of the SANDAG data for the CSSA is provided in Table 1-6. Table 1-6. San Diego Association of Governments' Projections for the Carlsbad Sewer Service Area1 CSSA Area Population 2012 Population 2020 Population 2035 Population 2050 NE Quadrant 19,410 22,228 23,646 24,177 NW Quadrant 36,727 39,224 43,106 43,482 SE Quadrant 2,459 2,480 2,766 2,791 SW Quadrant 16,434 26,390 28,872 29,013 CSSA Population Total 75,030 90,322 98,390 99,463 NE Quadrant 10,4822 9,943 10,495 11,705 NW Quadrant 32,6342 14,681 16,201 16,873 SE Quadrant 1,4012 11,848 12,014 12,329 SW Quadrant 15,7232 10,954 11,634 11,745 CSSA Employment Total 60,2402 47,426 50,344 52,652 Notes: 1 All values are based on transportation analysis zone layer data spatially joined with the CSSA and General Plan growth quadrants. 2 The 2012 employment values are based on census tract values (as represented in the transportation analysis zone database, which do not align with the SANDAG transportation analysis zones used to project future years)CSSA=Carlsbad sewer service area Sewer Master Plan Update City of Carlsbad 1-18 | June 2019 This page is intentionally blank. Sewer Master Plan Update City of Carlsbad June 2019 | 2-1 2 Sewer Facilities This section summarizes the existing wastewater facilities within the CSSA. These facilities include the collector sewers, manholes, sewer interceptors, lift stations, and wastewater treatment and disposal facilities. Information regarding the existing wastewater collection systems facilities was obtained from the City’s sewer system geographic information system (GIS), previous reports and studies, and City Engineering and Public Works staff input. Capacity evaluations for the gravity interceptors are based on the sewer system GIS and were generated from the hydraulic model. Local gravity mains, lift stations and forcemains owned by Carlsbad convey flows from east to west to the interceptors leading to the EWPCF, which is along the coast and approximately centered north-south in the service area. As a member of EWA, Carlsbad shares ownership of regional interceptors, lift stations and forcemains, and the EWPCF for treatment capacity. Four interceptors convey Carlsbad plus outside agency flows to EWPCF. An additional two interceptors are owned by Carlsbad and convey only Carlsbad flows. Five lift stations are part of the interceptor systems and six smaller lift stations are located within the collection system to convey wastewater flow to the EWPCF. These facilities are described in detail in the following sections. 2.1 Collection System Facilities Carlsbad currently operates and maintains approximately 265 miles of wastewater pipelines, including gravity flow collector pipelines, inverted siphons and City-owned interceptors. The size of gravity pipelines range in size from 6 to 60 inches in diameter and approximately 6,300 manholes are located within the system. Smart covers are used at manholes located at known problem areas, adjacent to sensitive habitats to detect high water levels and notify City staff before a spill can occur. Table 2-1 provides a summary by pipeline diameter of the City-owned gravity sewers, siphons and interceptor sewers. Pipe materials and decade of installment are summarized in Table 2-2. This information was developed from the City of Carlsbad Sewer System GIS as provided in April 2017. Information in the Sewer System GIS was obtained from as-built drawings, construction drawings, and the City's existing Sewer Atlas Book. Information from the Sewer Atlas Books was used for pipelines for which no design drawings could be located. A portion of Carlsbad's sewers were installed as far back as 1929 in the "Village" area north of Carlsbad Village Drive in the proximity of State Street, but less than 1 percent of the City’s system dates back prior to 1950. Vitrified clay pipe (VCP) was predominately installed in Carlsbad prior to 1990, then the City started to transition to installing polyvinyl chloride (PVC) pipe. With most of the City’s development occurring since the mid-1980s, approximately 50 percent of Carlsbad's gravity sewer system has been installed in the past 30 years. Sewer Master Plan Update City of Carlsbad 2-2 | June 2019 Table 2-1. Carlsbad Collection and Conveyance System Summary Pipeline Diameter (inches) Total Length of Pipelines (feet) Gravity1 Siphon Total < or = 6 82,199 — 82,199 8 1,065,287 147 1,065,434 10 93,524 200 93,724 12 57,705 — 57,705 15 14,258 — 14,258 16 53 409 462 18 10,781 — 10,781 20 2,692 — 2,692 21 7,154 — 7,154 24 22,603 — 22,603 27 5,166 — 5,166 30 45 — 45 36 10,931 — 10,931 39 1,308 — 1,308 42 20,814 — 20,814 48 5,288 — 5,288 60 362 — 362 Total (feet) 1,400,169 756 1,400,926 Total (miles) 265.2 0.1 265.3 Source: City of Carlsbad Sewer System GIS (April 2017) Notes: 1 Includes City-owned Interceptor Sewers Sewer Master Plan Update City of Carlsbad June 2019 | 2-3 Table 2-2. Sewer Pipe by Age Time Period Installed Length of Pipe by Material (feet)1 ABS CCFRPM CI DIP ESVCP FPVC HDPE PVC RCP VCP Total Unknown — — — — 290 — — 1,325 1,055 14,000 16,670 Pre-1950s — — — — — — — 345 — 12,454 12,799 1950s — — — — 879 — — 1,060 — 103,256 105,195 1960s — — 609 — 194 — — 271 11,370 121,435 133,878 1970s — — 320 119 2,805 — — 11,817 — 186,488 201,549 1980s 1,967 — — 8,100 1,390 — — 193,531 — 104,503 309,490 1990s — 5,819 — 50 211 — — 326,696 1,530 12,019 346,326 2000s — 784 — 4,589 30 622 1,609 255,030 4,536 2,266 269,466 2010s — — — — — — 785 4,522 — 246 5,553 Total (feet) 1,967 6,603 929 12,857 5,798 622 2,394 794,598 18,492 556,667 1,400,926 Total (miles) 0.4 1.3 0.2 2.4 1.1 0.1 0.5 150.5 3.5 105.4 265.3 Source: City of Carlsbad Sewer System GIS (April 2017) Notes: 1 Includes all collector, trunk, and interceptor pipelines maintained and operated by Carlsbad, Does not include the BIS and VIS sewers or forcemains. ABS=acrylonitrile-butadiene-styrene; CCFRPM=centrifugally cast fiberglass reinforced polymer mortar; CI=cast iron; DIP=ductile iron pipe; ESVCP=extra strength vitrified clay pipe; FPVC=flexible polyvinyl chloride; HDPE=high-density polyethylene; PVC=polyvinyl chloride; RCP=reinforced concrete pipe; VCP=vitrified clay pipe Sewer Master Plan Update City of Carlsbad 2-4 | June 2019 2.2 Lift Stations and Force Mains Thirteen wastewater lift stations currently serve the CSSA. Figure 2-1 illustrates the lift station locations and associated forcemain alignments. Eleven of the lift stations and approximately 4 miles of forcemains are owned and operated by Carlsbad. Table 2-3 provides a summary of lift station capacities and features. The Buena Vista LS and Agua Hedionda LS are operated and maintained by EWA through an agreement with Carlsbad and Vista. Carlsbad is responsible for maintenance of the forcemains for those lift stations. The City of Vista owns approximately 90 percent of the Buena Vista LS, and the City of Carlsbad owns approximately 10 percent. Flow exits the Buena Vista LS through two parallel 24-inch forcemains that discharge to a gravity flow pipeline just west of I-5. This parallel force main configuration was created in 2011 when the existing 24-inch ductile iron pipe (DIP) force main was relined and a second 24-inch high-density polyethylene (HDPE) force main was constructed. The firm capacity of a lift station, as indicated in Table 2-3, is the hydraulic output of the installed pumping units with the largest pumping unit out-of-service. The "installed" capacity of a lift station is equal to the hydraulic output of all installed pumping units. The "hydraulic output" of a single pump is defined by the certified pump curve, the losses within the force main system, and design operation point for the equipment. The hydraulic output of several pumps working in parallel is defined by the cumulative hydraulic effect of the pumps, and is not equal to the mathematical sum of the individual nameplate pump capacities. A hydraulic analysis of both the pump and the forcemain systems is required to determine the hydraulic output of a given lift station. The majority of the Carlsbad lift stations consist of two pumping units designed in an alternating lead/lag configuration, but operated in a duty/standby mode. This means that under normal operating conditions, only one pump is operating at a time and the pumps alternate as the pumps start and stop. However, if one pump cannot keep up or fails to start, the second pump will operate automatically. Each lift station has telemetry (supervisory control and data acquisition [SCADA] system) for monitoring the pump status and wet well levels, and standby power capability consisting of either installed generators or a connection for a portable generator. When station alarms occur, a signal is sent to the City cell phones. A SCADA Master Plan was completed in 2019 to identify necessary upgrades and improvements. The temporary lift stations Vancouver, Gateshead, and Simsbury have all been removed in the past several years. None of the other lift stations in the Carlsbad system are considered temporary and none are currently planned for removal. The Agua Hedionda LS is in the process of being replaced in situ with a new lift station as part of a joint project with the City of Vista. The new structure will house replacement motors and pumps, as well as new system enhancements including an emergency generator and bypass motors and pumps, an electrical control building, and odor control facilities. Sewer Master Plan Update City of Carlsbad June 2019 | 2-5 The new Agua Hedionda lift station has a lift pump side and a force main side. Both sides include four pumps and both sides have the capacity of 21 mgd. Combined, the lift pumps and force main pumps have a capacity of approximately 33 mgd. The force main pumps discharge into the 4,000-foot, 30-inch internal diameter HDPE pressure pipeline, which discharges south of Cannon Rd into a new 54 inch gravity main in Avenida Encinas. This 54-inch gravity main conveys flow approximately 7,000 linear feet to the EWPCF. The lift station pumps discharge into the existing 42-inch PCV-lined reinforced concrete pipe (RCP) gravity main, which extends south of Palomar Airport Road where it connects to the new 54-inch gravity main for the remaining distance to EWPCF. Sewer Master Plan Update City of Carlsbad 2-6 | June 2019 Figure 2-1. Existing Lift Stations and Force Mains Sewer Master Plan Update City of Carlsbad June 2019 | 2-7 Table 2-3. Summary of Existing Lift Stations Name Operated and Maintained by (Interceptor System Discharge) Construction/ Rehabilitation Date Pump/Motor Information Firm Station Capacity1 Forcemain Comments Quantity Motor Size (Horse- power) Motor Type Design Point (gpm) (mgd) Diameter (inches) Material Agua Hedionda EWA (V/C) 2019 Lift Side: 4 FM Side: 4 100 VFD Lift Side: 4860 gpm x 30’ FM Side: 3820 gpm x 40’ 22,900 33.0 FM Side: 30 HDPE Replaced in 2018 Buena Vista EWA (V/C) 1975, 1994, 2018 4 300 VFD 6000 gpm x 142' 14,900 21.5 24” 24" HDPE CIPP lined DIP Upgrades ongoing in 2018 Cannon Road Carlsbad (SAHI) 2005, 2007, 2017 3 105 CSD 1420 gpm x 200' 2,440 3.5 14" HDPE Flygt NP3301 Chin-quapin Carlsbad (V/C) 2001 2 7.5 CSD 360 gpm x 50' 360 0.5 6" PVC 1 duty and 1 standby El Fuerte Carlsbad (BIS) 2009 2 50 CSD 970 gpm x 127' 970 1.4 8" HDPE 1 duty and 1 standby Foxes Landing Carlsbad (NAHI) 2001, 2018 3 38.7 VFD 1500 gpm x 61' 2,600 3.7 16" HDPE Reconstruction ongoing to be completed in 2019 including addition of redundant force mains Home Plant Carlsbad (V/C) 2012 3 20 VFD 800 gpm x 70' 1,100 1.6 8" 10" (backup) HDPE PVC 2 duty and 1 standby Knots Lane Carlsbad (NBI) 1999 2 10 CSD 355 gpm x 44' 355 0.5 6" PVC 1 duty and 1 standby North Batiquitos Carlsbad (NBI) 1997, 2008 3 100 CSD 1210 gpm x 164' 2,250 3.2 14" PVC 172,300 gal overflow tank Sewer Master Plan Update City of Carlsbad 2-8 | June 2019 Table 2-3. Summary of Existing Lift Stations Name Operated and Maintained by (Interceptor System Discharge) Construction/ Rehabilitation Date Pump/Motor Information Firm Station Capacity1 Forcemain Comments Quantity Motor Size (Horse- power) Motor Type Design Point (gpm) (mgd) Diameter (inches) Material Poinsettia Carlsbad (VIS) 1997, 2008, 2017 3 125 CSD 1080 gpm x 245' 1,550 2.2 12" PVC Fairbanks Morse BS444 Engine driven emergency bypass pump installed 2017(on call) Sand Shell Carlsbad (NBI) 2002, 2009 2 6 CSD 324 gpm x 23' 320 0.5 6" PVC Pumps replaced in 2009 Terramar Carlsbad (V/C) 2014 2 3 CSD 100 gpm x 25' 250 0.4 6" PVC 1 duty and 1 standby Villas Carlsbad (NAHI) 1983, 2004, 2010 2 15 CSD 125 gpm x 90' 125 0.2 4" PVC Scheduled for replacement in 2021 due to age Notes: 1 Firm Station Capacity is the duty capacity with one pump out-of-service BIS=Buena Interceptor; CIPP=Cured in place pipe; DIP=ductile iron pipe; gpm= gallons per minute; HDPE=high-density polyethylene; mgd=million gallons per day; NBI=North Batiquitos Interceptor; NAHI=North Agua Hedionda Interceptor; PVC=polyvinyl chloride; SAHI=South Aqua Hedionda Interceptor; V/C=Vista/Carlsbad; VIS=Vallecitos Interceptor Sewer Master Plan Update City of Carlsbad June 2019 | 2-9 2.3 Interceptor System There are six pipeline interceptors serving the CSSA, conveying the collected wastewater to the EWPCF, as shown on Figure 2-2: Regional Interceptors • Vista/Carlsbad Interceptor (V/C) • Buena Interceptor (BIS) • Vallecitos Interceptor (VIS) Carlsbad Interceptors • North Agua Hedionda Interceptor (NAHI) • South Aqua Hedionda Interceptor (SAHI) • North Batiquitos Interceptor (NBI) The NAHI and SAHI collect only Carlsbad flows and discharge to the V/C at separate locations. The other four interceptors convey Carlsbad flows, plus outside agency flows, to EWPCF. The alignments and reach designations of the existing interceptor sewers are shown on Figure 2-2 and also on the figures included in the following sub-sections for each individual interceptor system. Sewer Master Plan Update City of Carlsbad 2-10 | June 2019 Figure 2-2. Existing Interceptor System Sewer Master Plan Update City of Carlsbad June 2019 | 2-11 2.3.1 Vista/Carlsbad Interceptor The V/C is jointly owned by Vista and Carlsbad. This interceptor is approximately 8 miles long, and extends from the Vista (V1) meter station just west of College Boulevard and Highway 78 to the EWPCF. Flows from the City of Vista gravity feed into the interceptor upstream of the V1 meter location. Additionally, the City of Oceanside has an agreement with Vista and Carlsbad to discharge up to 2.15 mgd of flow into the interceptor upstream of the V1 meter. The Buena Vista LS and Agua Hedionda LS, both of which are maintained and operated by EWA, are a part of the interceptor system. The V/C serves all of the LFMZ 3, portions of LFMZs 1, 2, 7, 22 and 25, and also collects flow from the NAHI and SAHI. Flow from the NAHI enters the V/C just upstream of the Agua Hedionda LS. Flow from the SAHI enters the V/C at Cannon Road, just downstream of the Agua Hedionda LS. Flow from the NBI is collected in the last reach of the V/C before entering the EWPCF. Figure 2-3 illustrates the V/C and reach designations, VC1 through VC16, which are established in ownership agreements. It is noted that each named pipeline reach actually consists of multiple pipeline segments between manholes which may have varying capacities. The V/C was originally constructed in 1965. Sections of the interceptor were replaced with larger diameter pipelines in 1979, 1988, and in 2003, when a 2-mile section through the downtown Carlsbad area was replaced with 36-inch to 54-inch diameter pipeline (reaches VC5 through VC11A). The current V/C includes gravity pipelines ranging from 36 to 60 inches in diameter, a new 30-inch force main at the Agua Hedionda LS, and two parallel 24-inch diameter force mains at the Buena Vista LS. The material for the gravity pipelines is VCP, RCP with a PVC liner (T-Lock liner), or centrifugally cast fiberglass reinforced polymer mortar (CCFRPM) pipe. Approximately 3,500 linear feet (LF) of centrifugally cast fiberglass reinforced plastic mortar CCFRPM pipe was installed in Jefferson Street and Oak Avenue using microtunneling technology in 2001 (VC5B-VC7). Recent upgrades to the V/C include a rehabilitation project performed by the City of Vista on reach VC1. Vista is also planning rehabilitation on reaches VC2 and VC3 consisting of a cured-in-place liner on the interior of the pipelines and rehabilitated manholes. Additionally, several upgrades have recently been made to the V/C as part of the Agua Hedionda Lift Station and V/C Interceptor Replacement Project. This project includes the addition of a high head lift station component to the Agua Hedionda LS and replacing the low head lift station components of the lift station. The new high head lift station component includes four new high head pumps, while the low head lift station component includes four new low head pumps. All eight pumps have suction bells in the same trench-type, self-cleaning wet well. The new low head pumps discharge to the existing 42 inch gravity main. Upgrades to the V/C related to conveying the flows from the new high head lift station component include the addition of an approximately 4,000 LF, 30 inch force main from Agua Hedionda LS to Ave Encinas (VC12-VC13) and the addition of approximately 5,300 LF of 54 inch diameter CCFRPM pipe in Ave Encinas (VC14). V/C upgrades related to both the high head and low head aspects of the lift station project include upsizing part of reach VC11 to a 54 inch diameter pipe (now called VC11B) and the replacement of reach VC15 with 54 inch diameter pipe. The addition of Sewer Master Plan Update City of Carlsbad 2-12 | June 2019 the 30 inch force main and the 54 inch diameter gravity main in Ave Encinas result in new parallel V/C alignments with the existing 42” reaches of VC12 through VC14. It should also be noted that in previous master plans and agreements, the 54-inch pipeline that entered the EWPCF was identified as VC16 of the Vista Carlsbad Interceptor Sewer. The existing 54-inch West Encina Influent Sewer was replaced in 2010 with a 60-inch diameter CCFRPM pipe, which extends approximately 300 LF to the Influent Junction Structure of the EWPCF. Since this pipeline conveys wastewater for Vista, Carlsbad, Encinitas and LWD, the pipeline has since been renamed the West Encina Influent Sewer and a new ownership agreement was written in 2015 to assign cost share and capacity ownership for the four agencies who contribute flow in this line. Each agency has capacity ownership rights in the pipeline relative to their projected ultimate peak wet weather flow (PWWF). The agreement cites ownership capacity of the pipeline to be 76.961 mgd. Agency ownership percentages are: City of Carlsbad 34.8 percent; City of Encinitas 6.7 percent; LWD 26.1 percent; and City of Vista 32.4 percent. The most recent V/C ownership capacities and agreements are represented in Table 2-4. Sewer Master Plan Update City of Carlsbad June 2019 | 2-13 Figure 2-3. Vista/Carlsbad Interceptor Sewer Master Plan Update City of Carlsbad 2-14 | June 2019 Table 2-4. Vista/Carlsbad Interceptor Ownership Pipeline Reach Pipe Size (inches) Full Flow Pipe Capacity (mgd) 5 City of Vista City of Carlsbad Average Flow 6 (mgd) Percent Capacity7 Capacity Rights 8 (mgd) Average Flow 6 (mgd) Percent Capacity7 Capacity Rights 8 (mgd) VC1 1 36 30.0 10.38 96.6 29.0 0.37 3.4 1.0 VC2 2 42 34.0 10.38 93.4 31.8 0.73 6.6 2.2 VC3 2 36 19.5 10.38 89.6 17.5 1.20 10.4 2.0 Buena Vista LS 2 — 23.1 10.38 89.6 20.7 1.20 10.4 2.4 VC4 2 2x24 (FM) 23.1 10.38 89.6 20.7 1.20 10.4 2.4 VC5 2 42 31.5 10.38 89.6 28.2 1.20 10.4 3.3 VC6 2 42 31.5 10.38 81.9 25.8 2.29 18.1 5.7 VC7 2 42 31.5 10.38 79.4 25.0 2.69 20.6 6.5 VC8 2 42 31.5 10.38 79.4 25.0 2.69 20.6 6.5 VC9 2 48 28.5 10.38 75.5 21.5 3.37 24.5 7.0 VC10 2 48 28.5 10.38 74.7 21.3 3.51 25.3 7.2 VC11A 2 42 20.5 10.38 69.1 14.2 4.65 30.9 6.3 VC11B 3 54 33.0 10.38 69.1 22.8 4.65 30.9 10.2 Agua Hedionda LS — 33.0 10.38 69.1 22.8 4.65 30.9 10.2 VC12 2x18 (FM) 2 30 (FM) 3 21.0 21.0 10.38 69.1 14.5 14.5 4.65 30.9 6.5 6.5 VC13 42 2 30 (FM) 3 20.5 21.0 10.38 69.1 14.2 14.5 4.65 30.9 6.3 6.5 VC14 42 2 54 3 20.5 30.3 10.38 56.1 11.5 17.0 8.11 43.9 9.0 13.3 VC15 3 54 46.3 10.38 56.1 26.0 8.13 43.9 20.3 VC16 4 60 84.0 10.38 50.2 42.2 10.28 49.8 41.8 Sewer Master Plan Update City of Carlsbad June 2019 | 2-15 Table 2-4. Vista/Carlsbad Interceptor Ownership Pipeline Reach Pipe Size (inches) Full Flow Pipe Capacity (mgd) 5 City of Vista City of Carlsbad Average Flow 6 (mgd) Percent Capacity7 Capacity Rights 8 (mgd) Average Flow 6 (mgd) Percent Capacity7 Capacity Rights 8 (mgd) Notes: 1 Per February 2002 Ownership, Operation, and Maintenance Agreement with the City of Vista agreement, as amended on June 11, 2013 and May 20, 2014. 2 Per the February 2002 Agreement for Ownership, Operation, and Maintenance of the Vista/ Carlsbad Interceptor Sewer. In this agreement average flow rates were obtained from the October 1997 Sewer Master Plan Update for the City of Carlsbad. The Master Plan Update used a peaking factor of 2.0 for the Vista Carlsbad Interceptor System. The percent capacity for each pipeline reach is based on the ratio of average flow to total flow. 3 Per the 2011 Agreement for Planning and Design Phase Services for the Agua Hedionda Sewer Lift Station and Vista/ Carlsbad Interceptor Sewer, Reaches VC11B-VC15. 4 A separate multiagency agreement was prepared for Reach VC16, now referred to as the West Encina Influent Sewer. 5 Pipe capacity is based on a depth of flow (D) to pipe diameter (d) ratio of one and Manning’s “n” value of 0.013 except for VC5 through VC10 which were assigned n=0.012 for PVC-lined pipe. 6 Average flow rates were obtained from the October 1997 Sewer Master Plan Update for the City of Carlsbad. 7 Percent capacity based on ratio of agency's average flows shown in this table. 8 Capacity rights based on percent capacity multiplied by full flow pipe capacity. FM=force main; LS=lift station; mgd=million gallons per day Sewer Master Plan Update City of Carlsbad 2-16 | June 2019 2.3.2 North Agua Hedionda Interceptor The NAHI is entirely owned by the City of Carlsbad and conveys only City of Carlsbad wastewater. Beginning at the abandoned Calavera Hills Treatment Plant, the interceptor flows westerly along the north shore of the Agua Hedionda Creek and Lagoon to just east of I-5. At the downstream end, the Foxes Landing LS pumps the wastewater across I-5 and discharges into a short gravity interceptor, which flows to the V/C upstream of the Agua Hedionda LS. The NAHI system is shown on Figure 2-4. This interceptor currently serves portions of LFMZs 1, 2 and 14, all of LFMZ 7. The main NAHI was constructed in 1966 and the northern branch was constructed in 1980. Several rehabilitation projects were completed in or around 2010, including rehabilitation of manholes, replacement, and alignment change for approximately 1,800 feet of 24-inch diameter pipeline in Reach 5 between Cove Drive and Hoover Street along the lagoon, minor realignments and replacement of an 8-inch diameter upstream reach (NAHT1A) in Tamarack Avenue that was originally designed as the Calavera Hills Treatment Plant outfall. The gravity pipelines in the main branch range in size from 18 to 24 inches in diameter, and a triple barrel siphon with parallel 10-inch, 16-inch, and 16-inch pipelines comprises Reach NAH4. Reach NAH1 is normally a dry pipe and is used as a failsafe connection for the SAHI system. The structure at the east end of NAH1 has a weir wall that allows the SAHI to overflow into the NAHI if the Cannon Road LS fails or the SAHI backs up. The hydraulic profile of the interceptor is very flat, and most of the 24-inch and 18-inch diameter downstream reaches have a slope of less than 0.15 percent. Most of the gravity pipelines are constructed of VCP. The NAHI includes a triple barrel inverted siphon where the interceptor crosses Bristol Cove called the Cove Siphon. . This siphon consists of two parallel 16-inch diameter CIPP lined DIP and a parallel 8-inch diameter DIP. Only one of the 16-inch diameter pipes is typically used. Pipeline capacity in the NAHI is limited to approximately 6 mgd upstream of the Foxes LS at NAH6-16. Sewer Master Plan Update City of Carlsbad June 2019 | 2-17 Figure 2-4. North Agua Hedionda Interceptor Sewer Master Plan Update City of Carlsbad 2-18 | June 2019 2.3.3 South Agua Hedionda Interceptor The SAHI is the newest interceptor system and conveys only City of Carlsbad wastewater. The interceptor has two upstream branches. The northern branch begins near Lake Calavera and flows south in an easement adjacent to Calavera Creek to the intersection of Cannon Road and El Camino Real. The second branch begins in Sunny Creek Road, just east of Badger Lane, and flows west through the Rancho Carlsbad Golf Course to El Camino Real. These two branches join at El Camino Real and Cannon Road. The SAHI system is shown on Figure 2-5. The SAHI then flows southwest in Cannon Road, which follows along the south side of the Aqua Hedionda Creek and Lagoon. Flow is pumped at the Cannon Road LS, which is located just off Cannon Road between Hemmingway Drive and Frost Avenue. There is a weir in a manhole upstream of Cannon Road LS, near the intersection of El Camino Real and Cannon Rd which allows SAHI flow to spill into the NAHI should the SAHI or Cannon Road LS fail. From the Cannon Road LS, the Cannon Road LS force main continues west in Cannon Road and discharges to a 24-inch diameter gravity main that connects with the V/C near the intersection of Cannon Road and Avenida Encinas. Pipeline capacity in the southern branch of the SAHI is limited to approximately 4.7 mgd at SAH4-15. Sewer Master Plan Update City of Carlsbad June 2019 | 2-19 Figure 2-5. South Agua Hedionda Interceptor Sewer Master Plan Update City of Carlsbad 2-20 | June 2019 2.3.4 Buena and Vallecitos Interceptors Two major interceptors follow the Encinas Canyon to the EWPCF: the BIS and VIS. The City of Carlsbad has partial capacity ownership in both of these interceptors based on separate interagency agreements included in Appendix A. Maintenance of the interceptors are the responsibility of the BSD and VWD for the BIS and VIS, respectively. Carlsbad is responsible for paying their cost share of maintenance in proportion to their percentage ownership. The interceptors have a parallel alignment for much of their length, and cross over each other at three separate locations. The BIS and VIS are both shown on Figure 2-6. Buena Interceptor Sewer The first interceptor constructed through the Encinas Canyon was the BIS, built in 1964. This interceptor was owned by the BSD, which is now a part of the City of Vista. The City of Carlsbad has capacity rights that vary by reach in this pipeline. The BIS begins at the corner of El Camino Real and Palomar Airport Road, downstream of the discharge of the City of Vista's Buena Creek LS and Raceway LS. The BIS conveys flows through the City of Carlsbad's industrial park and then parallels Palomar Airport Road, crossing under I-5 and continuing to the EWPCF. The total length of the BIS is approximately 4.2 miles. Minor realignments were made to the BIS in 1987, 1989, and 1992. The existing BIS consists of gravity pipelines ranging from 15 to 30 inches in diameter. There are no lift stations or siphons along the alignment. Most of the gravity pipelines are constructed of VCP, with a few sections of PVC. The BIS currently serves portions of LFMZs 3, 4, 5 and 20. The original agreement for the lease of capacity by Carlsbad in the BIS was prepared in 1966, and the agreement was replaced with a new agreement in 1981. The 1981 agreement defines Carlsbad's ownership rights based on a percentage of the full pipe capacity. Carlsbad's percent ownership increases in the direction of flow and approaches 35 percent ownership in the downstream reaches. In 1987, Carlsbad entered into a temporary agreement with BSD to lease an additional 0.8 mgd of capacity to accommodate flows from the Carlsbad Research Center. The 1987 agreement expired after the completion of Phase 4 of the Carlsbad Research Center in 1991, which included the construction of lift stations to pump flows to the VIS. The current ownership and capacity rights based on the 1981 agreement and flow capacities calculated from GIS data are illustrated on Figure 2-6 and summarized in Table 2-5. The City of Vista is currently planning to construct a new forcemain to convey flows from the Buena Sanitation District and portions of the City of Vista. The City of Carlsbad will consequently acquire full ownership and operational rights to the BIS in order convey only Carlsbad flows through the majority of the BIS to the EWPCF. Flows from the new Vista forcemain will enter the BIS and the VIS upstream of I-5 in reaches B8 and V8, respectively, for conveyance to the EWPCF. Sewer Master Plan Update City of Carlsbad June 2019 | 2-21 Figure 2-6. Buena and Vallecitos Interceptor Sewers Sewer Master Plan Update City of Carlsbad 2-22 | June 2019 Table 2-5. Carlsbad Capacity Rights in the Buena Interceptor Sewer Pipeline Reach From Station To Station Minimum Size (inches) Minimum Slope (%) Design Capacity (mgd) Carlsbad Ownership (%) Carlsbad Capacity (mgd) B1 0+00 20+81.43 18 2.20 10.06 17.65 1.78 B2 20+81.43 33+36.43 15 2.60 6.73 17.65 1.19 B3 33+36.43 42+28.18 18 1.00 6.79 18.84 1.28 B4 42+28.18 67+42.43 21 0.46 6.94 21.13 1.47 B5 67+42.43 87+57.43 21 0.56 7.66 28.21 2.16 B6 87+57.43 190+93.29 24 0.27 7.59 28.21 2.14 B7 190+93.29 204+08.65 24 0.60 11.34 31.71 3.60 B8 204+08.65 209+56.94 30 0.10 8.38 34.88 2.92 Notes: mgd=million gallons per day Vallecitos Interceptor Sewer The VIS was constructed in 1984 by the San Marcos County Water District, which is now VWD. The City of Carlsbad, City of Vista, and VWD share capacity ownership in this pipeline beginning at El Camino Real. The VIS begins at the end of the Vallecitos Siphon, which is near the intersection of Camino Vida Roble and El Camino Real. The VIS then follows Palomar Airport Road in the same approximate alignment as the BIS, crossing under I-5 to the EWPCF. The total length of the VIS is approximately 3.4 miles. The existing VIS consists of gravity pipelines ranging from 30 to 54 inches in diameter and includes two siphons near the upstream end and a 54-inch diameter siphon under I-5 to the EWPCF. There are no lift stations along the alignment. The gravity pipelines are constructed of VCP and the siphons are DIP or CML&C Steel pipe. The VIS currently serves portions of LFMZs 5, 6, 13, 18 20, and 21 and all of LFMZs 10 and 17. The title of the original interagency agreement for the VIS is the Palomar Joint Land Outfall Interceptor Interagency Agreement, which was signed in 1985. Under this agreement, VWD has a capacity ownership of 12.1 mgd, the City of Vista has an ownership of 3.75 mgd, and the City of Carlsbad's capacity ownership is 5.0 mgd. The capacity ownership is based on a total interceptor capacity of 20.85 mgd, which is the approximate minimum full flow gravity capacity of the interceptor. It should be noted that the City of Vista does not currently discharge flow into the VIS. 2.3.5 North Batiquitos Interceptor The NBI is identified by nine reaches and collects only City of Carlsbad flows in the upper reaches, NB1-NB8. The last 2,415 feet upstream of the EWPCF, reach NB8 and NB9, is jointly owned by the City of Carlsbad, LWD, and the City of Encinitas. This downstream section is sometimes referred to as the Ponto Sewer, but was originally termed the Occidental Sewer. The NBI is illustrated on Figure 2-7. Sewer Master Plan Update City of Carlsbad June 2019 | 2-23 The NBI begins on the north shore of the Batiquitos Lagoon near El Camino Real. The interceptor flows west along the north shore of the lagoon to the North Batiquitos LS. Access to the interceptor is shared with a public trail in this area. The North Batiquitos LS pumps City of Carlsbad flows to a gravity outfall east and parallel to I-5 which conveys flows to Avenida Encinas before crossing I-5 and continuing to the railroad right-of-way. The NBI includes an inverted siphon in Ave Encinas (NB 7) which includes an air jumper. The inverted siphon was added to avoid vertical conflict with a service drain from the shopping mall at Ave Encinas and Poinsettia Lane. The air jumper was subsequently added to address odor and corrosion problems caused by the inverted siphon. The NBI turns north at Poinsettia Lane and the railroad right-of-way and then collects flow from LWD and City of Encinitas immediately north of the North County Transit District Coaster Station. The NBI then continues in a northerly direction adjacent to Avenida Encinas until it reaches the confluence with the V/C Interceptor. The combined flow enters the West Encina Influent Sewer which conveys the combined flows to the EWPCF. Reaches NB8 and NB9 (Ponto Sewer) were constructed in 1974 and are approximately 1.6 miles in length. The last 1,000-foot section of the sewer before reaching the EWPCF was originally constructed as a 24-inch diameter siphon, but was replaced with a 48-inch diameter RCP (T-Lock Lined) gravity sewer as part of the EWPCF Phase III expansion in 1981. Ownership of Reaches NB8 and NB9 of the NBI (Ponto/Occidental Sewer) is stipulated in the Occidental-Carlsbad-Leucadia-Encinitas Agreement of 1972. Capacity ownership is identified as: 40.0 percent Carlsbad, 40.3 percent Leucadia and 19.7 percent Encinitas. Based on a full flow capacity of 21.3 mgd for the 39-inch diameter pipeline section; the peak flow capacity for Carlsbad is approximately 8.5 mgd. Costs for operation and maintenance of the Ponto Interceptor are shared in the same percentages, with Carlsbad named as the agency responsible for management of maintenance. These reaches were rehabbed in 2013, including manhole rebuilds and included installation of approximately 700 LF of CIPP liner. The upstream portion of the NBI that conveys only City of Carlsbad flows is approximately 5.9 miles in length. The interceptor sewer ranges in size from 15 to 48 inches in diameter, and is primarily constructed of VCP, with some T-lock lined RCP. The NBI serves all of LFMZs 9 and 19, most of LFMZ 21, and portions of LFMZs 4, 6, 20 and 22. Improvements to the NBI were completed in 2011, which included rehabilitation of manholes in Reaches NB 1 to NB6. Currently, the City of Carlsbad is planning a project to provide improved access to the NBI. Feedback from contractors indicates that access to the NBI for the purposes of cleaning and CCTV is currently difficult to nonexistent. Sewer Master Plan Update City of Carlsbad 2-24 | June 2019 Figure 2-7. North Batiquitos Interceptor Sewer Master Plan Update City of Carlsbad June 2019 | 2-25 2.4 Interagency Agreements Wastewater collection systems operate primarily on a gravity flow basis. However, political boundaries are not always established to match natural drainage contours. As a result, some portions of a given service area may drain across district boundaries, away from the remainder of the gravity collection system. Interagency agreements are developed to allow the wastewater flows to be conveyed into the collection system of an adjacent district or agency. The City jointly owns capacity in most of the interceptors with upstream sewer agencies, as described in Section 2.3. The joint ownership agreements are summarized in Table 2-6 and are included in Appendix A, Interagency Agreements. The active agreements date back to 1972. Since 1972 some of the agency and interceptor names have changed. To clarify, the agencies involved in the agreements include: • City of Carlsbad • City of Vista • Buena Sanitation District (BSD) • Leucadia Wastewater District (LWD), formerly known as the Leucadia County Water District • Vallecitos Water District (VWD), formerly known as the San Marcos Water District • Encinitas Sanitary District (ESD) The interceptors included in the agreements include: • Vista Carlsbad Interceptor (V/C) • Buena Interceptor (BIS), formerly known as the Encina Outfall • Vallecitos Interceptor (VIS), formerly known as the Palomar Joint Land Outfall • Ponto Sewer, part of the North Batiquitos Interceptor (NBI), formerly known as the Occidental Sewer. Sewer Master Plan Update City of Carlsbad 2-26 | June 2019 Table 2-6. Interagency Agreements for Sewer Interceptors Interceptor Joint Agency Agreement Name Agreement Date V/C City of Vista City of Oceanside Agreement for Ownership, Operation and Maintenance of the V/C Sewer Agreement for Transferring Oceanside flows to the V/C February 26, 2002, Amended June 11, 2013 and May 20, 2014 October 24, 1984 BIS BSD Agreement between BSD and City of Carlsbad for capacity in the Buena Outfall Agreement between BSD and City of Carlsbad for construction, operation, and maintenance of BIS odor control facility December 15, 1981 June 11, 2015 VIS VWD, City of Vista Palomar Joint Land Outfall Interceptor Interagency Agreement January 8, 1985 NBI LWD, ESD Occidental-Carlsbad-Leucadia-Encinitas Agreement in Regard to Construction of Sewer Pipeline South from EWPCF August 24, 1972 Notes: BIS=Buena Interceptor; BSD=Buena Sanitation District; ESD=Encinitas Sanitary District; EWPCF=Encina Water Pollution Control Facility; LWD=Leucadia Wastewater District ; NBI=North Batiquitos Interceptor; V/C=Vista/Carlsbad Interceptor; VIS=Vallecitos Interceptor; VWD=Vallecitos Water District In addition to the interagency agreements for the interceptors, the City of Carlsbad has secured agreements with adjacent agencies to provide sewer service to several small, geographically isolated areas along the service area boundary. Several of these agreements have been terminated with the construction of gravity sewer line extensions. • The Meadowlark Estates/Rancho Carrillo Sewer Flow Agreement dated March 24, 2000, provides for the transfer of wastewater flows from 80 residential units in VWD to Carlsbad. VWD wastewater flows are delivered to the Carlsbad collection system at Paseo Privado from a gravity pipeline constructed in an easement. The VWD flows are then conveyed to the Poinsettia LS and into the VIS. 2.5 Wastewater Treatment and Disposal Wastewater generated within the CSSA is treated at the EWPCF. The EWPCF provides full secondary treatment, sludge handling, and disposal through a deep ocean outfall. The treatment levels meet current State and Federal requirements for secondary treatment. The EWPCF is owned and operated by the EWA, a joint powers authority made up of six northern San Diego County agencies, including the City of Carlsbad. The EWA maintains a 10 member Board consisting of council members or directors from each of the member agencies. The EWA operates and maintains the EWPCF (Unit I) and the ocean outfall (Unit J) through an agreement known as the Revised Basic Agreement (RBA), most recently amended in October 2014. Sewer Master Plan Update City of Carlsbad June 2019 | 2-27 In addition, the City of Carlsbad owns a water reclamation facility that diverts secondary effluent from disposal via the EWPCF Ocean Outfall to produce recycled water for local irrigation use. 2.5.1 Encina Water Pollution Control Facility EWA's state-of-the-art treatment facility is designed to treat wastewater to the secondary level. Most of the treatment plant's highly treated wastewater is discharged into the ocean through an outfall. Up to 5 mgd of water is recycled for onsite use, while up to 7 mgd of treated water can be sent to the Carlsbad Water Reclamation Facility (CWRF) for further treatment and reuse. Treatment processes at the EWPCF include screening, grit removal, primary clarification, and treatment of activated sludge. The waste activated sludge is thickened and pumped to anaerobic digesters for stabilization. Biosolids are withdrawn from the digesters and are dewatered, dried and processed to produce biosolids pellets. The biosolids pellets are transported by truck and sold for reuse as biofuel or fertilizer. The energy management system maximizes on-site power generation to reduce outside energy dependence. The dryer and engine-generators can be fueled by biogas or natural gas, and recovered heat is used to heat the sludge in the anaerobic digesters. There have been five major expansions to the EWPCF in its 45 years of operation. In 1995, EWA purchased 37 acres adjacent to the southern boundary of the EWPCF to provide for future facility needs. The Phase V Expansion Project was completed in December 2009, increasing treatment capacity to 40.51 mgd. The project included new 43.31 mgd biosolids handling and energy management facilities, plus miscellaneous site and process improvements. The difference in the treatment and biosolids handling capacities accounts for the additional sludge disposed back to the sewer system from upstream Meadowlark Water Reclamation Plant, owned and operated by VWD. In 2014, EWA completed its 2040 Master Plan for the EWCPF. Based on their projections, shown on Figure 2-8, the EWPCF will have sufficient liquid and solids treatment capacity beyond the planning horizon. Influent flow trends will continue to be monitored annually and capacities addressed accordingly. Sewer Master Plan Update City of Carlsbad 2-28 | June 2019 Figure 2-8. Encina Water Pollution Control Facility Annual Average Flows and Treatment Capacity Source: 2040 Master Plan (EWA 2014) Each EWA member agency has capacity ownership in the EWPCF and the ocean outfall system as established in the RBA. In this agreement, treatment facilities are referred to as Unit I, and the ownership is broken down into liquid and solids handling portions. The ocean outfall system is referred to as Unit J. The February 2000 RBA established capacity rights based on the EWPCF Phase IV expansion. Carlsbad's Phase IV ownership capacity was 9.24 mgd (average flow) for treatment, and 25.51 mgd (peak flow) in the outfall. These capacity rights were updated for the Phase V capital Improvements per the provisions of Exhibit D to the RBA, which was added in 2004, and included a 1.02 mgd increase in capacity for Carlsbad. The Phase V required ownership percentages based on projected wastewater flows for each agency are provided in Table 2-7. The footnotes in Table 2-7 include provisions added in the October 2014 amendment of the RBA, a copy of which is included in Appendix A. Sewer Master Plan Update City of Carlsbad June 2019 | 2-29 Table 2-7. Encina Water Pollution Control Facility Phase V Capacity Ownership1,2,3 Encina Member Agency Unit I - Treatment Unit J - Outfall Solids 2025 Ownership (%) 2025 Capacity (mgd) 2025 Ownership (%) 2025 Capacity (mgd)4 2025 Ownership (%) 2025 Capacity (mgd) Carlsbad 25.33 10.26 23.69 10.26 23.69 10.26 Vista 26.34 10.67 24.64 10.67 24.64 10.67 VWD 18.93 7.67 24.17 10.47 24.17 10.47 LWD 17.55 7.11 16.42 7.11 16.42 7.11 BSD 7.41 3.00 6.93 3.00 6.93 3.00 Encinitas 4.44 1.80 4.16 1.80 4.16 1.80 Total 100 40.51 100 43.31 100 43.31 Notes: 1 Based on the RBA for Ownership, Operation and Maintenance of a Joint Sewage System, as amended on October 22, 2014, Section 9. 2 Member agencies agree to make available up to 5 percent of their respective shares of total capacities through a reserve capacity pool. When any member agency's flows exceed 100% of its capacity allocation for the treatment of solids, and/or treatment and/or disposal of liquids, for any continuous 3-month period, such member agency shall pay for the use of such capacity from the reserve capacity pool. 3 If at any time a member agency commits to provide future sewer service which, when added to its then existing actual flows, equals 95% of its allocated capacity plus 40% of the Total Reserve Capacity, such agency shall immediately halt the acceptance or issuance of any building permits, letters of availability, certificates or other entitlements for use which represent that sewer capacity is the agency to provide future sewer service, and notify EWA of its proposed mitigating actions. 4 The total disposal capacity of Unit J shall be 43.31 mgd average daily flow. This capacity rating assumes that the wet weather peaking factor on the flows to Unit J shall continue to be less than 2.76, and all the parties hereto agree to make good faith efforts to ensure that the wet weather peaking factor on the flows to Unit J remains below 2.76. mgd=million gallons per day Effluent from the EWPCF is discharged to the Pacific Ocean through the Encina Ocean Outfall or delivered to the 4.0 mgd Carlsbad Water Recycling Facility or LWD's 1.0 mgd Gafner Water Reclamation Plant for further treatment to produce recycled water for irrigation. These facilities are further described in the following section. The Encina Ocean Outfall system includes flow equalization facilities, which were upgraded in 2005, the effluent pump station, and the outfall. If influent flows exceed the hydraulic capacity of the outfall, the excess secondary effluent can be pumped to the flow equalization facilities. When flow rates fall to within acceptable levels, the stored effluent flows by gravity back to the outfall. The equalization allows the plant to pass high flows associated with storm events at a flow rate greater than the hydraulic capacity of the downstream outfall. The Encina outfall extends along the ocean floor to a point 1.5 miles off shore, at a depth of over 150 feet. The outfall pipeline consists of two individual sections, including the original 48-inch, 6,600-foot outfall constructed in 1965 and the 72-inch, 2,300-foot extension constructed in 1973. The outfall extension project also added an 800-foot diffuser system to the end of the outfall. The current capacity of the Encina Ocean Outfall Sewer Master Plan Update City of Carlsbad 2-30 | June 2019 is estimated to be approximately 75 mgd. It is noted that the reported PWWF capacity of the outfall takes into account the flow equalization facilities. 2.5.2 Carlsbad Water Reclamation Facility The CWRF is located adjacent to the EWPCF site. Secondary effluent from the EWPCF is conveyed to the CWRF where it undergoes additional treatment to produce up to 7.0 mgd of disinfected tertiary recycled water that meets Title 22 of the California Administrative Code for “unrestricted non-potable reuse.” The CWRF is owned by the Carlsbad Municipal Water District and operated under contract by EWA through a memorandum of understanding dated May 1, 2005. Under the 2014 RBA, discussed in the previous section, any member agency of EWA, at its own expense, has the right to reclaim water from any wastewater in the Joint System which emanates within the jurisdiction of the respective member agency. CWRF was designed and constructed in 2005 to produce up to 4.0 mgd. The CWRF’s capacity was expanded to 7.0 mgd in 2016. The goals of the expansion were to increase filtration reliability, enhance operational flexibility, and improve stored recycled water quality. The CWRF currently operates under a master recycling permit from the San Diego Regional Water Quality Board, Order Number R9-2016-0183. The CWRF utilizes granular media filtration and membrane microfiltration for filtration of secondary effluent from the EWPCF to comply with Title 22 of the California Administrative Code for “unrestricted non-potable reuse.” The CWRF expansion included the addition of three pressurized ultrafiltration skids to produce 3.4 mgd of additional filtrate flow, the addition of a second chlorine contact basin to double the disinfection capacity, and replacement of alum and polymer metering pumps to increase coagulant feed capacities. Recycled water produced at the CWRF is conveyed throughout the City of Carlsbad via a non potable water distribution system, supplying non potable water customers, primarily for irrigation use. Sewer Master Plan Update City of Carlsbad June 2019 | 3-1 3 Wastewater Flows As population has grown and the northern coastal areas of San Diego County continue to develop, Carlsbad has experienced gradually increasing wastewater customers due to growth, but diminished flows due to region-wide water conservation efforts. This section documents existing wastewater flows within the sewer service area and results of the flow measurement program. Historical wastewater flows are summarized and unit flows are developed for residential and commercial/industrial areas. Peaking curves for each interceptor system and contributing upstream agency are developed for dry weather flows. Existing defect flows from rainfall-induced inflow and infiltration (RDII) are quantified based on historical events. 3.1 Existing Wastewater Flows The EWA operates and maintains numerous flow meters throughout the service areas of its six member agencies for billing and informational purposes. The flow meters used for billing purposes are calibrated semi-annually. Flow data can be downloaded from a web-based, graphical information management system and monthly flow summary reports are provided to member agencies. Wastewater flows generated within the CSSA are metered in the interceptor pipelines upstream of the EWPCF. Figure 3-1 illustrates the locations of the Encina meters (permanent meters) that are used to calculate Carlsbad flows. Details of each Encina meter are provided in Table 3-1. Table 3-1. Encina Flow Meters Meter ID Location Meter Type Metered Flow Carlsbad Other Agencies V1 QC1 BVPS C3 Haymar Drive, Vista Haymar Drive, Vista Buena Vista LS Discharge V/C at EWPCF ADS 3600 1 Tigermag FlowShark ADS 3600 1 — Portions of Quarry Creek Portions of V/C V/C and NAHI Vista and Oceanside — Vista and Oceanside (V1) Vista and Oceanside (V1) B2 V2 B1 BSD Buena LS Discharge Vista Raceway LS BIS at EWPCF FlowShark FlowShark ADS 3600 1 — — BIS BSD Raceway Basin (Vista) BSD and Raceway (B2, V2) VA1 C1 Vallecitos LS, Downstream VIS at EWPCF FlowShark ADS 3600 1 — VIS VWD VWD (VA1) L1 C2 Batiquitos LS Discharge NBI at EWPCF FlowShark ADS 3600 1 — NBI LWD and Encinitas LWD and Encinitas (L1) Notes: 1 Accuracy of Model 3600 meter is within plus/minus 5% under ideal flow conditions. ADS= American Digital Systems; BIS=Buena Interceptor; BSD=Buena Sanitation District; EWPCF=Encina Water Pollution Control Facility; LS=lift station; LWD= Leucadia Wastewater District; NAHI= North Agua Hedionda Interceptor; NBI=North Batiquitos Interceptor; V/C=Vista/Carlsbad; VWD=Vallecitos Water District Sewer Master Plan Update City of Carlsbad 3-2 | June 2019 Because of flow contributions from upstream agencies, Carlsbad flows must be determined by subtracting other agency flows from measured flows at the EWPCF, which increases the margin of error. The total flow from Carlsbad is calculated from the following formula: Carlsbad Flow = (C3-(V1-QC1)) + (B1-(B2 + V2)) + (C1-VA1) + (C2-L1) Sewer Master Plan Update City of Carlsbad June 2019 | 3-3 Figure 3-1. City of Carlsbad Encina Wastewater Authority Flow Meter Locations Sewer Master Plan Update City of Carlsbad 3-4 | June 2019 3.1.1 Historical Flows Carlsbad average annual wastewater flows, as calculated from EWA meter data, are summarized for the past 10 years on Figure 3-2. As shown on the chart, wastewater flows have gradually decreased from 2008 through 2016, and started to rebound in 2017. This was typical of most Southern California sewer agencies, and can be attributed to a combination of economic recession and drought. The economic downturn dramatically slowed new construction starting in 2009 through 2016. Additionally, statewide drought related water conservation measures went into effect in 2009 and again in 2015, with drought measures ending in 2016. Some of the conservation measures were temporary, but many, such as the installation of low-flow bathroom fixtures and high efficiency appliances, are projected to have a lasting effect. For the purposes of this Master Plan update, 2014 is used to reasonably represent existing system flows. Figure 3-2. Historical Average Annual Wastewater Flows Source: EWPCF Monthly Capacity Management Reports (2014-2017); EWA raw flow meter data (2008 -2013). - 1 2 3 4 5 6 7 8 2017201620152014201320122011201020092008Annual Average Wastewater Flow (mgd)Vista (C3)San Marcos & Buena (C1+B1)N. Batiquitos (C2) Sewer Master Plan Update City of Carlsbad June 2019 | 3-5 Daily wastewater flows for 2014 through 2017 were obtained from EWA’s EWPCF Capacity Management Reports. Raw SCADA data from the permanent EWA flow meters was used to calculate flows for 2008 through 2013. Monthly historical flows are shown on Figure 3-3, along with corresponding monthly rainfall totals. Based on this data comparison, there does not appear to be a strong seasonal wet weather influence on wastewater flows from Carlsbad. Note also that, Carlsbad’s wastewater flows during summer months exceed winter month flows, likely due to increased peak season occupancies at hotels and attendance at local entertainment venues, including LEGOLAND. Figure 3-3. Monthly Wastewater Flows versus Rainfall Source: EWPCF Monthly Capacity Management Reports (2014-2017); EWA raw flow meter data (2013); National Oceanic and Atmospheric Administration Monthly Totals for McClellan Palomar Airport Rain Gauge 0 1 2 3 4 5 6 0 1 2 3 4 5 6 7 8 JAN 13MAR 13MAY 13JULY 13SEPT 13NOV 13JAN 14MAR 14MAY 14JULY 14SEPT 14NOV 14JAN 15MAR 15MAY 15JULY 15SEPT 15NOV 15JAN 16MAR 16MAY 16JULY 16SEPT 16NOV 16JAN 17MAR 17MAY 17JULY 17SEPT 17NOV 17Total Monthly Rainfall (inches)Average Monthly Wastewater Flow (mgd)Monthly Rainfall (inches)Average Sewer Flow (mgd) Sewer Master Plan Update City of Carlsbad 3-6 | June 2019 3.1.2 Flow Monitoring In 2014, 2016, and 2018, the City of Carlsbad contracted temporary flow metering studies for the sanitary sewer collection system. Each of the three flow studies installed meters at six different strategic locations for the purposes of characterizing flow rates and trends in specific areas of the system. The metered basins varied by size and most included a mix of residential and non-residential land use, although 2 meters measured purely non-residential flows from industrial/commercial business parks. The flow measurement locations and the approximate tributary basins are shown on Figure 3-4. No significant rainfall occurred during either the 2014 or the 2016 temporary flow monitoring periods. Sewer Master Plan Update City of Carlsbad June 2019 | 3-7 Figure 3-4. Temporary Flow Meter Tributary Basins Sewer Master Plan Update City of Carlsbad 3-8 | June 2019 The temporary meter data were used in conjunction with EWA meter data over the same period to characterize and quantify dry weather flows. Specifically, the flow measurements from all sites were analyzed to characterize the average dry weather flows (ADWF) and support dry weather hydraulic modeling. Figure 3-5 provides a flow schematic illustrating the flow routing through both the Carlsbad temporary meters and EWA permanent meters. The temporary meters were used to monitor system flows from February 22, 2014 through May 11, 2014, from January 22, 2016 through March 27, 2016, and again from January 25, 2018, through March 26, 2018. Data were collected and recorded every 15 minutes during the monitoring period. None of these flow monitoring periods experienced rainfall sufficient to calculate RDII for the areas of the system monitored. The full reports for the flow measurement programs and analysis of the results are provided in Appendix B, American Digital Systems Temporary Flow Meter Reports. EWA flow meter data from the same flow measurement period were used to validate the hydraulic model, as discussed in Section 5.2. Average Dry Weather Flows ADWFs were calculated using a combination of EWA permanent flow meter data from 2014 and temporary flow meter data collected during the 2014 and 2016 temporary flow meter studies. ADWF were calculated based on data collected during dry days. Dry days are defined as those days where rainfall did not occur and in which there were no lingering effects of prior rainfalls. Table 3-2 summarizes the ADWF for Carlsbad and the other EWA agencies by interceptor. This information is illustrated graphically by interceptor system on Figure 3-6. From Figure 3-6, it is apparent that Carlsbad flows comprise a minority of the total flows in the Vista/Carlsbad, BIS, VIS, and NBI. Table 3-2. Average Dry Weather Flow Summary Interceptor System Carlsbad Flows (mgd) Other Agency Flows Total Flow (mgd) Agency Flow (mgd) Vista/Carlsbad 3.42 City of Vista City of Oceanside 4.59 8.01 BIS 0.83 City of Vista, BSD 2.38 3.21 VIS 1.31 VWD 2.92 4.23 NBI 0.68 LWD City of Encinitas 4.98 5.66 Total 6.24 — 14.88 21.11 Notes: BIS=Buena Interceptor; BSD=Buena Sanitation District; LWD= ; mgd=million gallons per day; NBI=North Batiquitos Interceptor; VIS=Vallecitos Interceptor; VWD=Vallecitos Water District Sewer Master Plan Update City of Carlsbad June 2019 | 3-9 Figure 3-5. Flow Measurement Schematic Sewer Master Plan Update City of Carlsbad 3-10 | June 2019 Figure 3-6. Flow Summary by Interceptor Peak Dry Weather Flows Flow measurement data from the permanent EWA meters and temporary meters indicate distinct and repeatable flow patterns for weekday and weekend day conditions. In order to normalize the flow patterns for comparison, unitless diurnal curves were developed for each of the flow meters based on a series of calculated hourly peaking factors (HPF). HPF were calculated by averaging hourly flows for each hour of the day and dividing by the overall daily ADWF. The result is a HPF that can be applied to the ADWF to calculate the expected hourly flow. Diurnal curves consist of a series of 24 HPF representing each hour of the day, resulting in a unit flow pattern that can be applied to an ADWF value to calculate the expected flow rate and pattern. Diurnal curves were created for both weekday and weekend day conditions based on dry weather flow data at temporary flow meter sites. The peak dry weather flow is the maximum HPF times the average daily flow for that basin. Figure 3-7 illustrates typical residential flow characteristics including an early morning and mid-evening peak, with the highest peak generally occurring between the hours of 7 and 9 a.m. - 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 Vista/ Carlsbad Buena Vallecitos North BatiquitosAnnual Average Wastewater Flow (mgd)Buena SD Vista Vallecitos Leucadia/ Encinitas Carlsbad Sewer Master Plan Update City of Carlsbad June 2019 | 3-11 Figure 3-7. Diurnal Patterns for Primarily Residential Area Temporary Meters Source: Weekday ADWF 0 0.5 1 1.5 2 2.5 3 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Peaking Factor6B-4 12C-26 35D-1 41D-51 42C-10 42C-47 10c-25 18C-3 5D-28 6A-13 9D-60 9D-AH206 5B-24 17B-5 48D-16 Sewer Master Plan Update City of Carlsbad 3-12 | June 2019 Figure 3-8 illustrates typical commercial/ industrial flow characteristics including midday peaks. Figure 3-8. Diurnal Patterns for Primarily Non-Residential Area Temporary Meters Source: Weekday ADWF 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Peaking Factor21D-5 22D-2 31A-12 Sewer Master Plan Update City of Carlsbad June 2019 | 3-13 Hydrographs for upstream agency weekday flows recorded by Encina meters are shown on Figure 3-9. Based on the diurnal curves, these flows appear to be dominated by residential type users, which is typical of municipal collection systems. Figure 3-9. Hourly Flow Factors for Upstream Agencies (Weekday Average Dry Weather Flow) Source: Weekday ADWF 3.1.3 Inflow and Infiltration RDII is the combination of direct storm inflow and wet weather infiltration that establishes the maximum required hydraulic capacity of wastewater conveyance facilities. Inflow in a collection system generally refers to extraneous water that flows directly into the system as a result of storm water runoff. Entry points may be at manholes or from illicit connections to the sewer system, such as roof and yard drains. The primary characteristics of inflow are the rapid response to the onset and cessation of rainfall. The rate of inflow depends on the amount and intensity of rainfall and the ground saturation level. Infiltration enters the collection system underground through holes, cracks and leaky pipe or manhole joints, due to either a permanently high groundwater table or as a result of rainfall percolation and temporary rising of groundwater levels. While the amount of infiltration from rainfall events can be estimated from an evaluation of flow data and rainfall records, infiltration that occurs year-round can typically only be detected from pipeline video inspection or manhole inspections. The presence of excessive amounts of infiltration indicates broken or poorly constructed pipes, pipe joints, or manholes in areas with high groundwater elevations. 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Peaking FactorV1 L1 B2+V2 VA1 Sewer Master Plan Update City of Carlsbad 3-14 | June 2019 Wet weather flow loading was updated based on the most recently available wet weather flow data for a significant rainfall event. Because Southern California experienced drought conditions for most of the past decade, the most recent significant recent rainfall event occurred in December 2010. Flow data during this rainfall event was collected by EWA flow meters. Although one of the EWA flow meters (C2) was offline for maintenance during the rainfall event, flows for this meter were back calculated using EWPCF inflows. Daily rainfall for December 2010 for the McClellan Palomar Airport rain gauge is shown on Figure 3-10. Based on the rain gauge data, December 22, 2010, experienced approximately 3.10 inches of rainfall, which is approximately equivalent to a 10 year 24 hour storm. December 22 was selected as the basis for PWWFs. Flow data from December 22 plotted together with the 24-hour average flow curves, is provided in Appendix C-2. Figure 3-10. December 2010 Wet Weather Source: National Oceanic and Atmospheric Administration Daily Totals for McClellan Palomar Airport Rain Gauge Inflow and Infiltration within Carlsbad EWA flow meter data for the December 2010 rainfall event were analyzed to provide estimates of RDII rates within the monitored sub-basins. In each of the sub-basins there is a wide variation in the total drainage area and upstream length of pipe. To make a comparison between basins, the flows were normalized or standardized by dividing the calculated RDII by the length of upstream pipe and dividing by the total rainfall. This provides an RDII volume per foot of pipe per inch of rainfall. Basin unit RDII rates, or defect flows, may then be used as the basis of determining which basin is the leakiest 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 12345678910111213141516171819202122232425262728293031Rainfall (inches/day)December 2010 Sewer Master Plan Update City of Carlsbad June 2019 | 3-15 during the flow measurement period. Table 3-3 indicates the relative ranking of RDII observed during the flow measurement period. Table 3-3. Metered Basins Ranked by Rainfall-Derived Inflow and Infiltration Rates Rank Basin Meter1 Defect Flow Volume (gallon/feet/inch) 24 hour 72 hour 1 Vallecitos = C1 - VA1 6.3 12.8 2 North Batiquitos = C2 - L1 4.6 7.9 3 Vista/Carlsbad = C3 - V1 1.4 2.5 4 Buena = B1 - B2 - V2 0.9 1.7 Sources: EWA flow meter data, National Oceanic and Atmospheric Administration Daily Totals for McClellan Palomar Airport Rain Gauge Notes: 1 See Figure 3-1 for meter locations. The highest ranked RDII response was observed in flows loaded to the VIS downstream of the VA1 meter. The source of this RDII could be either the Carlsbad collection system area tributary to the C1 meter or the VIS itself. The second ranked RDII response was observed in flows loaded to the NBI. The source of this RDII is probably the Carlsbad collection system area tributary to the C2 meter since the flows metered at L1 are delivered to the NBI via forcemain which is not affected by RDII. Parts of this area of the Carlsbad collection system are near the Batiquitos Lagoon and coastal areas that could be more susceptible to RDII. The third ranked RDII response was observed in flows loaded to the V/C downstream of the V1 flow meter. The source of this RDII could be either the Carlsbad collection system area tributary to the C3 meter or the Vista/ Carlsbad Interceptor itself. Parts of this area of the Carlsbad collection system are near the Buena Vista Lagoon, the Agua Hedionda Lagoon, and coastal areas that could be more susceptible to RDII. The fourth ranked RDII response was observed in flows loaded to the BIS downstream of the V2 and B2 flow meters. The source of this RDII could be either the Carlsbad collection system area tributary to the B1 meter or the BIS itself. However, the RDII observed in this basin were significantly less than the RDII response observed in the rest of the system. Upstream Agency Inflow and Infiltration EWA flow meter data from December 2010, shown in Table 3-4, were analyzed to estimate peak RDII rates from upstream agencies to the four interagency interceptors in the system. Results of the RDII investigation indicate high RDII flow rates to the V/C from the City of Vista area tributary to EWA meter V1. In past investigations wastewater flows from Vista were observed to remain elevated for several months after periods of heavy rainfall indicating infiltration from high groundwater levels, although high infiltration rates were Sewer Master Plan Update City of Carlsbad 3-16 | June 2019 not apparent during the December 2010 rainfall event. The RDII analysis used in the 2017 City of Vista Sewer Master Plan Update are also based on the December 2010 rainfall event. The highest rate of RDII from upstream agencies was observed from the VWD collection system to the VIS (EWA meter VA1). After the rainfall event in December 2010, flows from VA1 took nearly 3 weeks to return to prior base flow levels. This indicates that the Vallecitos collection system is subject to widespread infiltration defects. The peak RDII rate from the December 2010 rainfall event is estimated at 13.4 mgd, and wastewater flows during this event exceeded VWD's peak flow capacity ownership of 12.1 mgd for the days of December 21-22, 2010. Outside agency flows to the BIS are monitored by the EWA meters V2 and B2. Meter V2 monitors flows from the City of Vista Raceway service area. Meter B2 monitors flows from the Buena Creek Pump Station. Flows analyzed from EWA meters B2 and V2 indicate a combined peak RDII flow rate to the BIS of approximately 6.8 mgd on December 22, 2010. Flows analyzed from EWA meter L1 indicate a peak RDII rate to the NB Interceptor of approximately 6.5 mgd on December 22, 2010. The LWD 1999 Master Plan assumes a peak PWWF rate of 5.3 mgd for the ultimate flow condition. Because the measured RDII from LWD and the City of Encinitas through the L1 meter is higher based on more recent flow data, a peak RDII rate of 6.5 mgd will be assumed for this Master Plan. Table 3-4. Peak Hourly Rainfall-Induced Inflow and Infiltration Flow Rates from Upstream Agencies Interceptor Inflow Meter Upstream Agency Peak RDII Flow Rate (mgd) VIS VA1 VWD 13.4 Vista/ Carlsbad V1 City of Vista City of Oceanside 11.4 BIS V2, B2 City of Vista BSD 6.8 NBI L1 LWD City of Encinitas 6.5 Source: EWA flow meter data December 22, 2010 Notes: BIS=Buena Interceptor; BSD=Buena Sanitation District; LWD=Leucadia Wastewater District; mgd=million gallons per day; NBI=North Batiquitos Interceptor; VIS=Vallecitos Interceptor; VWD=Vallecitos Water District 3.2 Flow Generation Factors Flow generation factors were estimated based on available information including planning information discussed in Section 1.3 and the flow meter data discussed in Section 3.1. Two primary approaches were used to estimate flow generation factors including a focused, land use based unit flow study approach using data from the temporary flow meter studies to estimate generation rates for specific land use types in homogenous areas of the system isolated by the temporary flow meters. Additionally, a Sewer Master Plan Update City of Carlsbad June 2019 | 3-17 system-wide approach was used based on data from the permanent EWA flow meters that developed average unit flow generation rates for the entire CSSA as well as the three major interceptor basins. Finally, planning level flow generation factors were developed based on the results of these flow studies. 3.2.1 Land Use Specific Unit Flow Studies Unit flow studies were conducted for residential and commercial/ industrial land use areas based on temporary flow meter data to characterize the magnitude of flow that could be expected from future developments. Temporary flow meter locations were chosen for each the residential and commercial/ industrial unit flow studies based on the land use designations of the properties in the area tributary to the meters. Homogeneous residential or commercial/ industrial areas were desired in order to characterize the flow for each study without interference from other land use types. The following subsections discuss the unit flow studies performed. Residential Unit Flow Study A unit flow factor analysis was conducted with wastewater flow data to determine flow generation factors for use in future residential unit flow projections. Land use in the upstream collection areas was reviewed for all temporary meters. The meter selected for the residential unit flow study was meter 6B-4, which was monitored as part of the 2016 temporary flow meter study. Meter 6B-4 was located in Vancouver Street near Hidden Canyon Community Park. The tributary area is 100 percent residential and serves 227 detached single family units. The residential properties in the tributary area total approximately 49 acres with lot sizes ranging from 0.15 to 0.79 acres. Average dry weather flow for this area we recorded to be approximately 34,500 gallons per day (gpd) per the 2016 flow monitoring study. Wastewater flow meter data was compared and verified with water billing data over the same flow metering period. Water billing data indicated a total potable demand of approximately 62,400 gpd for the tributary area during the flow monitoring period. Compared with the average metered flow for the area during this time period results in a return to sewer rate of approximately 55 percent which is within the range expected for detached single family homes with yards. Average unit flow factors within the tributary area were then determined from non-rain days and number of residential units within the service area. Unit flows per acre were calculated to be approximately 700 gpd/ acre. Unit flows per single family residence were calculated to be approximately 152 gpd/ equivalent dwelling unit (EDU). Unit density was calculated to be 4.6 EDU/ acre. The parameters and calculation results for this unit flow study are summarize in Table 3-5. The flow generation rates used for planning are discussed in Section 3.2.3. Sewer Master Plan Update City of Carlsbad 3-18 | June 2019 Table 3-5. Residential Unit Flow Analysis Parameter Value Unit Single Family Residential Parcels1 227 EDU Single Family Area1 49 acres Flow from Temporary Meter Data2 34,472 gpd Water Demands3 62,363 gpd Return to Sewer 55 % Unit Flow per Acre 705 gpd/acre Unit Flow per EDU 152 gpd/EDU Dwelling Unit per Acre 4.6 EDU/acre Notes: 1 Source: SANDAG Series 13 Planned Land Use shapefiles (10/2/2014) 2 Source: City of Carlsbad Sewer Flow Verification Study January 2016 3 Source: Carlsbad Municipal Water District 2016 Water Billing Database EDU=equivalent dwelling unit; gpd=gallons per day Commercial/Industrial Unit Flow Study Studies A unit flow factor analysis was conducted with wastewater flow data to determine flow generation factors for use in future commercial/ industrial unit flow projections. Land use in the upstream collection areas was reviewed for all temporary flow meters. The meter selected for the commercial/industrial unit flow study was meter 31A-12, which was monitored as part of the 2018 temporary flow meter study. Meter 31A-12 was located in a parking lot in the northwest corner of Palomar Airport Road and Loker Avenue. The tributary area for this meter includes the businesses located off Loker Avenue. This area is 100 percent commercial/ industrial including primarily light industrial and office buildings totaling approximately 146 acres. Average dry weather flow for this area we recorded to be approximately 40,600 gpd per the 2016 flow monitoring study. Wastewater flow meter data was compared and verified with water billing data over the same flow monitoring period. Water billing data indicated a total potable demand of approximately 44,500 gpd for the tributary area during the flow monitoring period. Compared with the average metered flow for the area during this time period results in a return to sewer rate of approximately 90 percent, which while high is within the range that can be expected for office and light industrial customers, especially if there are separate accounts for landscape irrigation. Water billing data was also used to estimate EDU values for the tributary area using the standardized method for calculating EDUs for sewer billing purposes. This method assumes a return to sewer ratio of 80 percent and a sewer generation rate of 220 gpd/ EDU. Applying this formula to the potable demand for the tributary area from the water billing data results in approximately 178 EDUs. Sewer Master Plan Update City of Carlsbad June 2019 | 3-19 Average unit flow factors within the tributary area were then determined from non-rain days and number of residential units within the service area. Unit flows per acre were calculated to be approximately 278 gpd/ acre. Unit flows per single family residence were calculated to be approximately 228 gpd/ EDU. Density was calculated to be 1.2 EDU/ acre. The parameters and calculation results for this unit flow study are summarized in Table 3-6. Based on the current Carlsbad flow rate generation criteria, industrial parcels are assumed to be 4.5 EDU/ acre which is over times as conservative as the density calculated as part of this unit flow study. Table 3-6. Commercial Unit Flow Analysis Parameter Value Unit Calculated EDUs1 178 EDU Industrial Park Area2 146 acres Flow from Temporary Meter Data3 40,571 gpd Water Demands4 44,535 gpd Return to Sewer 91 % Unit Flow per Acre 278 gpd/acre Unit Flow per EDU 228 gpd/EDU Dwelling Unit per Acre 1.2 EDU/acre Notes: 1 Commercial/ Industrial EDUs calculated from water billing data as Water Use (gallons) X 0.80 Return to Sewer Ratio/ 220 gpd/EDU 2 Source: SANDAG Series 13 Existing Land Use shapefiles (10/2/2014) 3 Source: City of Carlsbad Sewer Flow Verification Study January – March 2016 4 Source: Carlsbad Municipal Water District 2016 Water Billing Database EDU=equivalent dwelling unit; gpd=gallons per day 3.2.2 System Wide and Major Basin Equivalent Dwelling Unit Calculation Flow studies were conducted to estimate a system-wide unit flow factor for the average flow per EDU. The studies were based on data from the permanent EWA flow meters and focused on CSSA areas tributary to the EWA interceptors, including V/C, NBI, BIS, and VIS. Because of the proximity of the BIS and VIS and the similarity of land use types, these two basins are evaluated as a single basin. These basins are shown on Figure 3-11. Monthly flow reports are compiled by EWA that document estimated flows from member service areas based on data from the permanent EWA flow meters. These monthly flow reports, provided in Appendix C-1, Encina Wastewater Authority Flow Meter Data Reports, include calculations for each of the three major CSSA basins. For Carlsbad, the EDU estimates for each of the major CSSA basins are based on the formula shown in Table 3-7. Sewer Master Plan Update City of Carlsbad 3-20 | June 2019 The year chosen to represent current system flows for this Master Plan update is 2014, as discussed in Section 3.1.1. Flow generation factors for the three major CSSA basins were calculated based on 2014 ADWF values and EDU counts from the December 2014 EWA monthly flow report. The resulting generation rates are shown in Table 3-8. The calculated flow generation rates for each basin vary from 108 gpd/EDU for the V/C basin to 236 gpd/EDU for the Buena, Vallecitos basin. The overall average generation rate for the CSSA system is 140 gpd/EDU. The variation in generation rates between the basins could be due to several factors including EDU estimates, land use types, and return to sewer rates for the different areas of the system. The V/C basin is comprised primarily of detached single family residences that might have a lower sewer generation rate due to lower population density than estimated by the EDU density calculations and a lower return to sewer ration due to more outdoor irrigation. The Buena, Vallecitos basin includes many businesses that may have higher return to sewer ratios and underestimated EDU values. The North Batiquitos basin includes many single family homes with smaller yards that might represent a higher EDU density and larger return to sewer ratio. The planning level EDU generation rate is discussed in the following section. Table 3-7. Formula for Calculating Carlsbad Sewer Service Area Flows from Encina Wastewater Authority Flow Meter Data Carlsbad Flow = (C3-V1) + (B1-(B2 + V2)) + (C1-VA1) + (C2-L1) Interceptor Tributary Area Vista Carlsbad Buena Vallecitos North Batiquitos Study Basin Vista Carlsbad Buena, Vallecitos North Batiquitos Table 3-8. Flow Rate Calculations per Basin Study Basin Vista Carlsbad Buena, Vallecitos North Batiquitos CSSA Total Flow (mgd) 3.42 2.14 0.68 6.24 EDU 31,784 9,081 3,632 44,497 Generation Rate (gpd/EDU) 108 236 187 140 Notes: CSSA=Carlsbad sewer service area; EDU=equivalent dwelling unit; gpd=gallons per day; mgd=million gallons per day Sewer Master Plan Update City of Carlsbad June 2019 | 3-21 Figure 3-11. Major Flow Monitoring Basins Sewer Master Plan Update City of Carlsbad 3-22 | June 2019 3.2.3 Planning Level Flow Generation Factors Planning level flow generation rates were updated including unit flow factors and land use based flow factors. Unit Flow Factors Because of the variance in calculated generation rates, a conservative approach for choosing an EDU generation rate for planning purposes must be conservative enough to reasonably represent all areas of the system. 2012 Master Plan, which relied on historical data up to 2009, used 220 gpd/EDU as the planning generation rate for that study. As discussed in Section 3.1.1, CSSA sewer generation has decreased since approximately 2011 with current flows equaling approximately 85 percent of the flow volume seen in 2009. To maintain the same conservative approach used in previous versions of this Master Plan, a planning level flow generation factor of 200 gpd/EDU was used. This planning number represents a 10 percent decrease from the 220 gpd/EDU planning number used in the 2012 Master Plan. This is a conservative approach considering CSSA sewer flows have decreased by 15 percent when compared with the data used for the 2012 Master Plan. This value is also in line with planning generation factors used by other agencies in the area. Example of flow factors used for design of sewer systems by other north San Diego County agencies at the time of this study: • 200 gpd/EDU for the City of Solana Beach • 205 gpd/EDU for the City of Vista and BSD (recently reduced from 220 gpd/EDU in the Vista Master Plan 2016 Update) • 215 gpd/EDU for the City of Encinitas and Leucadia • The VWD 2018 Master Plan bases flow generation primarily on acreage, but the equivalent generation rate for single family residential land use ranges from 188 to 375 gpd/EDU. The City of San Diego Water & Sewer Design Guide recommends the use of 80 gallons per capita per day, which equates to 197 gpd/EDU for the City of Carlsbad (based on 2.46 persons per household). Based on these comparisons and the calculated unit flow rate for current conditions, the flow generation rate of 200 gpd/EDU is considered to be appropriately conservative for flow projections in this master plan update. To maintain the same approach used in previous versions of this Master Plan, planning unit flow factors from the 2012 Master Plan were adjusted to reflect the 200 gpd/EDU flow generation factor. The updated factors are shown in Table 3-9. Table 3-9 reflects the unit flow factor of 200 gpd/EDU for low to mid density residential. A lower unit flow factor of 160 gpd (80 percent of 200 gpd/EDU) is applied to multi-family residential customers. A non-residential land use flow factor of 800 gpd per 10,000 square feet of building area is applied to commercial and industrial development projections as was done in the 2012 Master Plan. It is noted that projections made using this factor are based on a mix of development types in existing business/industrial parks and may not be representative Sewer Master Plan Update City of Carlsbad June 2019 | 3-23 of smaller areas with a single land use type. Flow projections for future schools, resort hotels, and the LEGOLAND Water Park are based on EDU conversions documented in the Carlsbad Municipal Code (Table 13.10.020c). Table 3-9. Wastewater Unit Flow Factors Land Use Category Unit Flow Residential Low to Med-High Density 200 gpd/EDU Residential High Density (Apartments) 160 gpd/EDU Commercial 730 gpd/10k sqft Industrial 730 gpd/10k sqft School 6.66 gpd/student Hotel 120 gpd/room Water Park (LEGOLAND) 3,400 gpd/acre Notes: EDU=equivalent dwelling unit; gpd=gallons per day Land Use Flow Factors Flow factors based on land use type and overall acreage were also updated using existing land use data and information from the Carlsbad water and sewer billing database. Flow factors were calculated by first estimating the equivalent density of the major land use types listed in the billing database (including single family and multi-family residential, commercial, and institutional) by calculating EDU/acre values. Existing land use information was based on GIS data from SANDAG Series 13 Existing Land Use shapefiles (updated October 2014). Existing acreage was calculated by identifying parcels with sewer service and calculating total acreage for each land use type. EDU values were estimated using the Carlsbad water and sewer billing database. Single family residential accounts were assigned one EDU. For multi-family facility accounts, the database lists the number of units. These number of units were converted to EDUs by applying a factor of 0.8 as discussed in the previous section. EDU values for non-residential accounts were calculated based on water used based on the equation used for sewer billing (Water Use Rate gpd * 0.8 Return to Sewer Ratio / 220 gpd/EDU). The resulting EDU/acre values are shown in Table 3-10. The EDU/acre density values in Table 3-10 were compared with the equivalent density values from the Carlsbad Engineering Standards Volume 1, Chapter 6, Section 4E (2/16/2016). The most conservative EDU density values for each land use type were chosen and are listed in Table 3-11. These values were then used to calculate generation rates per acre based on the 200 gpd/EDU planning value. The generation rates per acre values are also shown in Table 3-11. Sewer Master Plan Update City of Carlsbad 3-24 | June 2019 Table 3-10. Calculated Equivalent Dwelling Unit Densities per Land Use Type Land Use Group Total EDUs1 Area (acres)2 Density (EDU/acre) Single Family 23,082 3,871 6.0 Multi Family 9,011 667 13.5 Commercial 11,760 2,117 5.6 Institutional 644 294 2.2 Total 44,497 6,949 6.4 Source: SANDAG Series 13 Existing Land Use shapefile (10/2/2014) Notes: 1 Calculated from Carlsbad water and sewer billing database 2 Only includes parcels with sewer service. Table 3-11. Sewer Generation Rates per Acre Land Use Density (EDU/acre) Generation Rate (gpd/acre) Source Rural Residential 6 1,195 Billing Database1 Single Family 6 1,195 Billing Database1 Multi Family 13.5 2,160 Billing Database1 Mobile Home 13.5 2,160 Billing Database1 Group Quarters Facility 7.3 1,450 Engineering Standards2 Hotel/Motel 7.3 1,450 Engineering Standards2 Industrial 4.5 895 Engineering Standards2 Commercial 7.3 1,450 Engineering Standards2 Government/Office 7.3 1,450 Engineering Standards2 Public Services 7.3 1,450 Engineering Standards2 Healthcare 7.3 1,450 Engineering Standards2 Schools 2.2 395 Billing Database1 Mixed Use 7.3 1,450 Engineering Standards2 Notes: 1 Billing database calculation discussed in this section 2 Carlsbad Engineering Standards Volume 1, Chapter 6, Section 4E (2/16/2016) EDU=equivalent dwelling unit; gpd=gallons per day Sewer Master Plan Update City of Carlsbad June 2019 | 3-25 3.3 Projected Buildout Flows Projected buildout flows for the CSSA were based on a comparison of existing and planned land use types within the service area. Areas planned for densification were assumed to contribute increased flow to the buildout system. 3.3.1 Densification Areas Based on the EDU density values shown in Table 3-11, existing EDU density and planned future EDU density values were calculated for each parcel in the CSSA. Parcels that are projected to experience an increased density based on the planned land use were designated as areas of densification, indicating future growth. These future densification parcels are shown on Figure 3-12. Also included as future densification parcels are parcels that are suspected to be currently on septic. Carlsbad does not maintain a list of customers currently on septic. To estimate the number of customers currently on septic, billing data was used to identify accounts with water use but no sewer accounts. Addresses for these customers was then geocoded in GIS and aerial imagery was used to check the location of the accounts, eliminating accounts for properties that are either planned or currently under construction. This exercise resulted in 25 units that are suspected to currently be on septic. Of these, 7 are associated with properties that are already planned for redevelopment, resulting in 18 additional residential properties that could be added to the collection system. Table 3-12 shows the projected additional count of EDUs added to the system by LFMZ. The result is approximately 10,400 EDUs added to the service area with the majority of the growth due to single family residential type customers. Sewer Master Plan Update City of Carlsbad 3-26 | June 2019 Figure 3-12. Carlsbad Sewer Service Area Future Densification Parcels Sewer Master Plan Update City of Carlsbad June 2019 | 3-27 Table 3-12. City of Carlsbad Growth Database Summary LFMZ (Figure 1-7) Future EDUs per Land Use Group (EDU) Single Family Residential Multi Family Residential Existing Units on Septic1 Non-Residential Total 1 596 334 18 249 1,198 2 47 — — — 47 3 24 — — 85 109 4 — — — — — 5 — — — 561 561 6 170 95 — 26 291 7 0 — — 22 22 8 63 0 — 16 80 9 0 81 — 161 242 10 23 — — 313 336 11 63 — — 52 115 12 0 — — 44 44 13 — — — 574 574 14 390 309 — 221 919 15 2,431 58 — 471 2,960 16 — 77 — 680 757 17 — — — — — 18 0 0 — 275 275 19 215 0 — 98 313 20 150 — — 5 155 21 339 11 — — 351 22 2 — — 169 171 23 — 55 — 61 116 24 9 0 — — 9 25 196 559 — 5 760 Total 4,719 1,580 18 4,088 10,405 Notes: 1 This is based on parcels with water billing but no sewer billing data. Of the 25 parcel count, 7 parcels are slated for development/ redevelopment, resulting in 18 additional future EDUs added to the system from septic. EDU=equivalent dwelling unit; LFMZ=Local Facility Management Zone Sewer Master Plan Update City of Carlsbad 3-28 | June 2019 3.3.2 Carlsbad Sewer Service Area Projected Buildout Flows Projected buildout flows were calculated by applying the planning flow factor of 200 gpd/EDU to the EDU values for the parcels shown on Figure 3-12 and listed in Table 3-12. The resulting calculated flow rates are shown in Table 3-13 by LFMZ and total approximately 2.08 mgd of additional flow. Table 3-13. Projected Future Wastewater Flows by Local Facility Management Zone LFMZ (Figure 1-7) Future Flows per Land Use Group (gpd) Single Family Residential Multi Family Residential Existing Units on Septic1 Non-Residential Total 1 119,246 66,779 3,600 49,898 239,523 2 9,365 — — — 9,365 3 4,807 — — 17,051 21,858 4 — — — — — 5 — — — 112,250 112,250 6 33,905 18,967 — 5,270 58,142 7 24 — — 4,422 4,445 8 12,631 14 — 3,289 15,934 9 10 16,247 — 32,223 48,480 10 4,634 — — 62,601 67,235 11 12,642 — — 10,325 22,966 12 5 — — 8,727 8,732 13 — — — 114,767 114,767 14 77,932 61,807 — 44,155 183,894 15 486,289 11,636 — 94,150 592,075 16 — 15,415 — 136,017 151,433 17 — — — — — 18 7 0 — 54,936 54,944 19 42,992 0 — 19,510 62,502 20 29,969 — — 951 30,920 21 67,899 2,274 — — 70,174 22 488 — — 33,748 34,236 23 — 10,930 — 12,270 23,200 24 1,760 9 — — 1,769 Sewer Master Plan Update City of Carlsbad June 2019 | 3-29 Table 3-13. Projected Future Wastewater Flows by Local Facility Management Zone LFMZ (Figure 1-7) Future Flows per Land Use Group (gpd) Single Family Residential Multi Family Residential Existing Units on Septic1 Non-Residential Total 25 39,288 111,839 — 958 152,085 Total 943,892 315,917 3,600 817,518 2,080,927 Notes: 1 This is based on parcels with water billing but no sewer billing data. Of the 25 parcel count, 7 parcels are slated for development/ redevelopment, resulting in 18 additional future EDUs added to the system from septic. gpd=gallons per day; LFMZ=Local Facility Management Zone To estimate buildout flow, the calculated additional flow was added to the existing flows as shown in Table 3-14. The total buildout flow for the CSSA is projected to be 8.31 mgd which is approximately 33 percent higher than current flows. This projection is approximately 17 percent lower than the buildout projection of 10 mgd predicted in the 2012 Master Plan. Figure 3-13 illustrates historical flows and shows the ultimate flow projected in this master plan update. The buildout date has been established as 2035 for this master plan based update based on the City’s General Plan. Table 3-14. Projected Carlsbad Buildout Flows Interceptor System Carlsbad Flows (mgd) Existing Future Development Total Buildout Vista/Carlsbad 1.68 0.35 2.04 NAHI 1.27 0.26 1.54 SAHI 0.91 0.83 1.74 BIS 1.74 0.34 2.07 VIS 0.25 0.04 0.29 NBI 0.39 0.25 0.64 Total 6.24 2.08 8.31 Notes: BIS=Buena Interceptor; mgd=million gallons per day; NAHI=North Agua Hedionda Interceptor; NBI=North Batiquitos Interceptor; SAHI=South Aqua Hedionda Interceptor; VIS=Vallecitos Interceptor Sewer Master Plan Update City of Carlsbad 3-30 | June 2019 Figure 3-13. Historical and Projected Ultimate Flows 3.3.3 Other Agency Flow Projections Buildout flow projections from other agencies that discharge to the Carlsbad sewer system were obtained from recent planning documents. Table 3-15 lists the total projected buildout flow for all Carlsbad interceptors including EWA interceptors. Flows from other EWA agencies are allocated to the same interceptor system to which existing flows are currently discharged. However, a new forcemain extension project is currently being planned by the City of Vista that will allow all of the flow that is currently entering the BIS to be pumped most of the distance to the EWPCF. The current plan has the forcemain discharging into the last gravity section upstream of the EWPCF on the east side of I-5. This may be the VIS, the BIS, or a combination of both. The remaining flow in the existing BIS Sewer will then be entirely from Carlsbad. Carlsbad plans to utilize the available capacity in the Buena Sewer to improve operational efficiencies and reduce maintenance issues. All of the flow from the El Fuerte LS will be diverted to the BIS instead of the South Agua Hedionda Sewer System. This will reduce the need to pump the wastewater a second time at the Cannon Road LS. Additionally, the wastewater from the Poinsettia LS will be diverted to the BIS, which will create available capacity in the VIS that can sold to Vallecitos. This will also reduce Carlsbad's maintenance responsibility and liability in the VIS. 6.24 8.31 - 1 2 3 4 5 6 7 8 9 10 1990 1995 2000 2005 2010 2015 2020 2025 2030 2035 Annual Average Wastewater Flow (mgd)Planning Year Carlsbad Projected Sewer Flows Historical Flows Projected Buildout Flows Sewer Master Plan Update City of Carlsbad June 2019 | 3-31 Table 3-15. Projected Buildout Average Dry Weather Flows for Carlsbad Interceptors Interceptor System Carlsbad Flows (mgd) Other Agency Flows Total Flow (mgd) Agency Flow (mgd) Vista/Carlsbad 2.04 City of Vista 8.56 12.75 Oceanside 2.15 NAHI 1.54 — — 1.54 SAHI 1.74 — — 1.74 BIS 2.07 Buena 4.37 7.08 Vista (raceway) 0.64 VIS 0.29 Vallecitos 14.4 14.69 NBI 0.64 Leucadia 5.21 7.10 Encinitas 1.25 Total 8.31 — 36.57 44.89 Notes: BIS=Buena Interceptor; mgd=million gallons per day; NAHI=North Agua Hedionda Interceptor; NBI=North Batiquitos Interceptor; SAHI=South Aqua Hedionda Interceptor; VIS=Vallecitos Interceptor Sewer Master Plan Update City of Carlsbad 3-32 | June 2019 This page is intentionally blank. Sewer Master Plan Update City of Carlsbad June 2019 | 4-1 4 Regulations and Design Criteria The level of service that is provided to a community is directly related to compliance with applicable regulations and the implementation of improvements that are planned and designed in accordance with accepted criteria. This section describes the federal, state, and local regulations associated with designing and operating the City’s sewer system, as well as the design criteria to be used for planning and design of new sewer facilities and “trigger” criteria for evaluating capacity of existing infrastructure. 4.1 Sewer Regulations Overview The Carlsbad sewer collection system is operated and maintained by the City. The City has established a level of service that complies with state and federal sanitary sewer regulations in order to ensure that the collection system within its service area meets public health and safety standards. This section discusses existing regulations and summarizes upcoming regulatory issues that may impact sewer collection within the service area. 4.1.1 Federal Sewer Regulations The federal Water Pollution Control Act, known as the Clean Water Act (33 United States Code sections 1251 et seq.), was widely accepted in 1972 and is the principal federal statute for water quality protection. The Clean Water Act requires the State to adopt water quality standards and to submit those standards for approval by the United States Environmental Protection Agency. For point source discharges to surface water, the Clean Water Act made it unlawful to discharge pollutants from a point source into navigable waters, and it authorizes the United States Environmental Protection Agency and/or approved states (such as California) to administer the National Pollutant Discharge Elimination System program. 4.1.2 State Sewer Regulations California’s principal law governing water quality regulation is the Porter-Cologne Act. It establishes a comprehensive program to protect water quality and the beneficial uses of water. The Porter-Cologne Act applies to surface waters, wetlands, and ground water and to both point and nonpoint sources of pollution, unlike the federal regulation that only addresses point sources. Pursuant to the Porter-Cologne Act (California Water Code Section 13000 et seq.), the policy of the State is as follows: That the quality of all the waters of the State shall be protected, That all activities and factors affecting the quality of water shall be regulated to attain the highest water quality within reason, and That the State must be prepared to exercise its full power and jurisdiction to protect the quality of water in the State from degradation. Sewer Master Plan Update City of Carlsbad 4-2 | June 2019 The Porter-Cologne Act established nine Regional Water Quality Control Boards (RWQCB), based on hydrogeologic boundaries, and the overarching State Water Resources Control Board (SWRCB). Both the regional and state agencies are charged with implementing the Act’s provisions and have primary responsibility for protecting water quality in California. Carlsbad is located in the San Diego RWQCB jurisdiction (Region 9). The RWQCBs regulate discharges under the Porter-Cologne Act primarily through issuance of National Pollutant Discharge Elimination System permits for point source discharges and waste discharge requirements (WDR) for nonpoint source discharges. On May 2, 2006, SWRCB adopted statewide general WDR for sewer systems. Subsequently, RWQCB issued Order R9-2007-0005, which included compliance measures for monitoring and reporting, as well as compliance with the San Diego Water Quality Improvement Plan (San Diego Basin Plan). The intent of the order is to regulate all wastewater collections systems in the State in an effort to reduce or eliminate the number of sanitary sewer overflows (SSO) which, by their nature, pollute the environment. The order is applicable for all publicly-owned sewage collection systems with more than 1 mile of sewer pipe. The 2006 WDR Order requires public agencies that own or operate sanitary sewer systems to develop and implement sewer system management plans (SSMP) and report all SSOs to the state water board’s online SSO database. In response to the 2006 WDR Order, the City submitted an application for permit coverage with SWRCB and was issued Agency Waste Discharger Identification # 9SSO11209. In compliance with the 2006 WDR Order, Carlsbad developed an SSMP that documents its approach to properly operating and maintaining its sanitary sewer system. The SSMP is organized as follows: • Goal • Organization • Legal Authority • Operation and Maintenance Program • Design and Performance Provisions • Overflow Emergency Response Plan • Fats, Oils, and Grease (FOG) Control Program • System Evaluation and Capacity Assurance Plan • Monitoring, Measurement, and Program Modifications • SSMP Program Audits • Communication Program The SSMP must be audited every 2 years and updated every 5 years to include any significant program changes. Re-certification by Carlsbad’s City Council is required when significant updates to the SSMP are made. The City is required to provide an electronic copy of their SSMP to the Online SSO Database. The City’s most recent SSMP was updated in February 2016. The City conducts an internal audit of the SSMP every 2 years. Sewer Master Plan Update City of Carlsbad June 2019 | 4-3 4.1.3 Carlsbad’s Title 13 Sewer Regulations Title 13 of the Carlsbad Municipal Code represents the City’s adopted general regulations regarding sewers. It was last updated in 2009. The Title 13 Ordinance is organized as shown below: • Title 13 SEWERS o Chapter 13.04 General Regulations o Chapter 13.06 Discharge of Fats, Oils, and Grease o Chapter 13.08 Payment for Line Cost o Chapter 13.10 Sewer Connection and Capacity Permits and Fees o Chapter 13.12 Sewer Service Charges o Chapter 13.16 Discharge of Industrial Waste o Chapter 13.20 Septic Tank Systems In discussions with City staff the following issues were raised regarding Title 13: • Need for consistent inspection protocols and enforcement for FOG compliance. o The City’s Title 13 definition mentions the Industrial Pretreatment Classes and their required inspection times. This is the basis for the inspection protocol, but additional language could be added to provide clarity to the customers that if they are a FOG generator, they should anticipate inspections from the City annually. An additional inspection may occur if needed. o Fees may be imposed on customers for the inspections with decreased fees for businesses that consistently show compliance and could be mentioned in Section 13.060.070: Grease Mitigation and Inspection Fees. o Title 13 13.04.080: Violations of Chapter is clear that there may be enforcements regarding violation. While it is clear that notice will be given to violators to comply, a fine may be a reasonable response to repeat violators. • Need to define appropriate City Action triggers for FOG inspections. o Coordination with permitting within the City regarding change of business can indicate when a potential FOG generator may be added to the system. Information on new food facilities or changes to food facilities could trigger an inspection by City staff to determine the need for FOG requirements. • Need for clarity on when septic systems should be converted to the public sewer system and how the City should be notified, since the County issues septic permits. o Implementing a protocol to coordinate with County will help the transfer of information. Part of the permitting process could be to have the City also review the permit application as additional users will affect their system. o Prior to converting a septic system to public, the City will need to determine if a lateral is available for the customer and if there is capacity in the system. This is especially important for converting multiple customers in a neighborhood. Sewer Master Plan Update City of Carlsbad 4-4 | June 2019 • Need for a better correlation of sewer strength to business type and a better understanding of the impact of increased strength on regional sewer treatment charges. • Need to review Dwelling Units equivalency for various businesses. • Need to review City’s cost of service study approach related to strength of sewer treatment costs. • Updates to Title 13 are currently being developed for consideration in Fiscal Year 2019-2020. 4.1.4 Impending Sewer Regulatory Issues The SWRCB is considering implementing updates to the 2006 WDR Order. Organizations such as California Association of Sanitation Agencies continue to monitor the situation and address concerns with SWRCB in a direction that is aligned with the interests of wastewater agencies. At the Clean Water Environment Association San Diego Section workshop in December 2017, representatives from SWRCB discussed potential updates. Updates being considered include better alignment of the 2-Year Audit and the 5-Year SSMP Recertification Requirements, as well as efficiencies to maximize value for cost of compliance. The following new requirements are being considered: • Monitoring and measuring the effectiveness of each SSMP element • Identifying and illustrating SSO trends. This should include SSO frequencies, locations, and volumes • Additional guidelines on the expected timing and content of the change log • Additional guidelines on frequency of review and definition of significant change for updating the SSMP • The addition of planning requirements for present and future climate change impacts on sewer system operations such as water conservation, drought, high intensity rain events and sea level rise • Improved quality of data in California Integrated Water Quality System • Regulations for larger private collection systems (see Figure 4-1 for private collection systems in the CSSA that could be impacted) Sewer Master Plan Update City of Carlsbad June 2019 | 4-5 Figure 4-1. Private Sewer Collection Systems in Carlsbad At a Clean Water Environment Association collection system specialty conference in 2017, several updates to regional regulations were discussed, in addition to the state-specific updates noted above. Key notes from the conference are provided below with respect to upcoming RWQCB activity which could have significant impacts on Carlsbad: Region 9 is making plans to audit each collection system in the next 5 years. Region 9 is drafting updates to the WDR Order R9-2007-0005 to include the following: • Exfiltration studies • Background water quality monitoring for receiving waters • Trigger for increased monitoring of large SSOs to waters • Tie Region 9 order to the Statewide WDR order with respect to SSO categorization and other inconsistencies When these updates are introduced, updates to the City's SSMP and Title 13 will be required. Sewer Master Plan Update City of Carlsbad 4-6 | June 2019 4.1.5 Recommendations In reviewing both the City’s Title 13 Ordinance and SSMP, potential opportunities for improvement were identified. The following recommendations are presented for consideration: Title 13 Recommendations. City officials may be reluctant to enforce Title 13 violations based on the terminology in 13.04.080: Violations of Chapter that states “Any person who continues any violation beyond the above time, or who violates the provisions of Section 13.04.070, is guilty of a misdemeanor.” While it is clear that notice will be given to violators to comply, a fine may be a reasonable response to repeat violators. Fees may be shown on the City’s website for inspections and could be reduced for compliant customers. Regarding septic systems, Title 13 has 13.20.030: Connection to Public Sewer System to prohibit new customers when capacity is not available and 13.04.030 Use of Public Sewers Required. Adding additional text to note that customers on septic would be allowed to connect when capacity is available may encourage participation. It is recommended that updates to Title 13 include language to direct to the City’s standard drawings and specifications. SSMP Recommendations. According to the SWRCB California Integrated Water Quality System, the City’s SSMP was last updated on November 13, 2014. On November 21, 2014, City Council adopted Resolution Number 2014-251 authorizing the legally responsible official to re-certify and submit the SSMP to SWRCB. The current version posted to the City’s website is not dated, so it is not clear whether this is the same version that was certified by City Council in November 2014. The version posted on the website has a filepath on the bottom of the first page with a date of February 1, 2016. The SSMP does not include a change log as required by the 2013 amendment to the Monitoring and Reporting Program, which should note the changes that have been made since the last certification by the governing board. This version posted on the City’s website does not include any of the attachments referenced in the document. The City may want to update the SSMP to incorporate referenced attachments or provided information where referenced documents can be found. The SSMP documents that the City performed the last SSMP Program Audit on July 11, 2011. The last audit was performed more recently, and the SSMP should be updated to either document when the City performed the last audit or remove the date of the last audit from the document. The SSMP still includes reference to the original SSMP Development Plan and Schedule for the original SSMP developed in 2009. This portion of the document can be removed in the next SSMP update. The City could update the section documenting the steps taken to update the SSMP and meet the 5-year recertification of the SSMP. The updated section could also include a plan and schedule for the next SSMP update and recertification due in November 2019. The WDR requires the SSMP to have a Goal element. The WDR states a goal for the SSMP, yet does not provide guidance as to whether any additional information is Sewer Master Plan Update City of Carlsbad June 2019 | 4-7 necessary regarding the Goal of the document or whether this section should include the City’s goals for the overall SSMP program. The SWRCB has stated that reiterating the goal language included in the WDR does not meet the intent of the WDR requirement for this section and the SSMP should include an agencies goals for the program. The City’s Goal goes beyond the expectation of SWRCB by including several goals with quantifiable objectives for operations and maintenance of the sewer system. Specific examples of goals including quantifiable objectives include: • Clean all gravity mains (12 inches and smaller) within the City’s wastewater collection system on a 3-year rotation • Clean all gravity mains (larger than 12 inches) every 5 years • Perform routine sewer lift station checks 3 days per week for larger stations (greater than 50,000 gallons) and 2 days per week for smaller stations (less than 50,000 gallons), and preventive maintenance according to manufacturer’s standards • Perform routine closed circuit televising inspections of the gravity sewer system on a 3 to 5 year cycle • Perform sewer mark outs as received by Dig-Alert within 2 business days for routine markouts and immediately for emergency markouts • Maintain easements and assure access for maintenance activities The City may want to update the goal element of the SSMP to remove the quantifiable objectives from the goals and to focus the goals on the end result the City wants to achieve with the overall program. The quantifiable objectives associated with meeting the goals included in the Goal element can be included within the appropriate elements of the SSMP. Any quantifiable objectives included in the SSMP should be achievable and appropriately resourced. The WDR requires the Organization element of the SSMP to include the “names for management, maintenance, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with narrative explanation.” The SSMP references an organization chart that is not included in the document posted on the City’s website. The SSMP includes a summary of key positions, yet most of the positions and descriptions focus on the operations and maintenance aspects of the SSMP. The City may want to dissect the SSMP to identify specific measures included in the program to meet WDR requirements and then identify who is the lowest level person in the organization fully responsible for the specific measure. The SSMP should then include a narrative explanation of what each of these positions are responsible for with respect to the SSMP Program. The lines of authority can be shown through the City’s organization chart, which should be included, or by a SSMP Program specific organization chart that focuses on showing lines of authority for just the positions associated with the SSMP Program. The Organization element of the SSMP includes narrative regarding SSO notification which still references the pre-2013 categorization of SSOs. The 2013 amendment to the Monitoring and Reporting Program modified SSO categories to include a new Category 3 SSO. This should be updated in the SSMP. Sewer Master Plan Update City of Carlsbad 4-8 | June 2019 The Operations and Maintenance element is one of the core elements of the City’s SSMP and should include detail regarding system mapping; operations and maintenance program activities to reduce SSOs and the systems in place to manage those activities; the City’s program to identify and remediate system condition-related deficiencies; and, a CIP plan to address identified deficiencies. The SSMP discusses each of these topics, yet not to the level of detail required to meet the intent of the WDR. The City should describe or summarize the underlying processes in place to accomplish the Operations and Maintenance Program elements required in the WDR. For example, the WDR requires maintenance of an up-to-date map of sewer system. The SSMP should not simply state the City has an up-to-date map, it should describe the processes by which the map is kept up-to-date including how map corrections are communicated internally, how new construction is incorporated, or how pipelines acquired from new development is added. The City may also want to discuss the process for archival of asset data for assets that are rehabilitated or replaced. Another example is the identification of system condition-related deficiencies and development of a rehabilitation and replacement program. The SSMP states that “issues found during localized televising are evaluated and solutions developed on a case-by-case basis” and the “Capital Improvement Program uses replacement funding, which is set aside annually, to fund Capital Improvement and Replacement Programs”. The process for collecting, evaluating, ranking, decision-making, and funding should be described in more detail to describe the processes, systems, and staff involved in developing the capital improvement plan to address proper management and protection of system assets. The FOG Control Program element of the SSMP should include a list of acceptable disposal facilities for FOG disposal. The current version of the SSMP does not include a list of FOG disposal locations. The FOG Control Program section of the SSMP states “The City has the authority to inspect grease producing facilities…, and enforces any violation of its sewer ordinances in accordance with Section 13.04.080 Violations of Chapter.” The SSMP also states, “The City has yet to establish adequate legal authority to administer penalties and fines, and for FOG Program cost recovery”. These statements conflict and do not adequately represent the current state of FOG program source control and enforcement. The City has adequate legal authorities to require implementation and maintenance of grease removal equipment, especially in areas with known grease issues, yet the enforcement process currently in place is not always applied because the remedy is either cost-prohibitive or the approach embedded in the ordinance is onerous (i.e., citation with a misdemeanor). In some cases, the City is actively cleaning sewer pipe segments with known grease issues frequently (e.g., quarterly) with the knowledge that food service establishments upstream are discharging FOG into the sewer system and without grease removal devices present at their facilities. The City could address this in the SSMP using two approaches. First, the SSMP could accurately document the current approach to FOG blockage control (i.e., in cases where source control is not present, the City utilizes an aggressive cleaning strategy to reduce risk of FOG-related SSOs). Only three FOG-related SSOs have been identified since 2007, due to the City’s aggressive cleaning schedule in known problem areas. Those locations are shown on Figure 4-2. Sewer Master Plan Update City of Carlsbad June 2019 | 4-9 Figure 4-2. Locations of Fat, Oil, and Grease-related Sanitary Sewer Overflows Second, the City could consider modifying the Title 13 Ordinance and enforcement approach to escalate consequences of non-compliance following a progression the City is willing to implement. Variances from the enforcement approach should be documented and an appropriate mitigation measure implemented to reduce the risk of sewer overflow. The Monitoring, Measurement, and Program Modifications sections of the City’s SSMP includes a list of performance indicators the City is using to monitor program effectiveness on an annual basis. The section also states the City as assigned a team to review the SSMP annually to update elements of the SSMP as appropriate and that Collection system personnel are consulted annually to support this process. The City should review current processes are in place to monitor the performance indicators listed as well as the review processes stated in the document and should consider updating the SSMP to reflect the most current processes for monitoring, measurement, and program modification. GREASE GREASE GREASE Sewer Master Plan Update City of Carlsbad 4-10 | June 2019 4.2 Design Criteria The City of Carlsbad General Engineering Standards, Volume I, Chapter 6, Design Criteria for Gravity Sewer Lines and Appurtenances, provides design guidelines for the design of sewer gravity mains, lift stations, and forcemains. New sewer improvement plans must be reviewed and approved by the City Engineer. 4.2.1 Engineering Standards Design Criteria The design criteria from City’s Engineering Standards are shown in Table 4-1. Criteria to be reconsidered in this Master Plan update, highlighted in Table 4-1, include sewer generation rates, as lower water demands per capita due to voluntary and mandated water conservation measures are also reflected in lower wastewater flows. Table 4-1. Sewer Design Criteria Parameter Engineering Standard Criteria (Volume 1, Chapter 6) Recommended Revised Criteria Sewer Generation Rate Residential, Single Family 220 gpd/EDU 200 gpd/EDU Residential, Multi- Family 176 gpd (80 percent of 220 gpd/EDU) 160 gpd (80 percent of 200 gpd/EDU) Commercial, Industrial or Institutional Flow projections for future schools, resort hotels, and certain industrial uses are based on EDU conversions documented in the Carlsbad Municipal Code (Table 13.10.020c). No change Peak Daily Flow Factor 2.5 x Average Daily Flow No change d/D Ratio for Gravity Mains For sewer mains ≤ 12-inch 0.50 at peak hour dry weather flows No change For sewer mains > 12-inch 0.75 at peak hour dry weather flows No change For all sewer mains 0.90 at peak hour wet weather flows No change Manning's Roughness Coefficient For PVC-lined pipes in the V/C 0.012 No change For all other pipes 0.013 No change Velocity for Gravity Mains Minimum allowable velocity 2 feet per second No change Maximum allowable velocity 12 feet per second No change Velocity for Force Mains Minimum allowable velocity 2.5 feet per second No change Maximum allowable velocity 8 feet per second No change Notes: d/D=depth-to-diameter ratio; EDU=equivalent dwelling unit; V/C=Vista/Carlsbad Sewer Master Plan Update City of Carlsbad June 2019 | 4-11 The most important evaluation criteria for gravity sewers is the depth of flow, which is calculated in the hydraulic model based on Manning's Equation. The capacity of each gravity sewer is based on the relative depth of flow within the respective pipeline reach. Sewer interceptors are not typically designed to flow full, as unoccupied space at the top of the pipe is required for conveyance of sewage gasses and to provide contingent capacity for wet weather inflow and infiltration. Interceptor sizing is typically based on the pipeline flowing 75 percent full at the PWWF if the pipe is larger than 12-inches in diameter (D/d = 0.75). If the pipeline is 12-inches in diameter or smaller, a D/d factor of 0.50 is used. Friction factors for pipelines are a required input to the model. The factors vary with the material and the age of the pipe. A roughness factor as indicated by a Manning’s' coefficient ("n") of 0.013 is typically used to evaluate existing interceptors and for projection of future sizing needs. Previous studies have shown that this value typically accounts for most pipe roughness, joints, and fouling that occur after several years of operation. At the direction of City staff, a Manning's coefficient of 0.012 was used in the evaluation of the PVC-lined RCP and centrifugally cast fiberglass reinforced plastic mortar pipeline sections of the V/C installed in 2002 (reaches VC5 through VC11A). In the design of sewer lift stations, it is required that spare pumping units be included for mechanical reliability. A wastewater facility must be capable of conveying PWWFs with the largest operating unit out of service. Lift stations are typically equipped with a minimum of two pumps and have a secondary or emergency power source, consisting of either installed generators or a connection for a portable generator. Forcemains are evaluated based on maintenance of a minimum or maximum allowable flow velocity, varying between 2.5 and 8.0 feet per second. Velocities less than 2.5 feet per second can result in deposition in the forcemain, while velocities greater than 8.0 feet per second can damage the pipeline through excessive abrasion. 4.2.2 Existing System Capacity Evaluation Criteria As stated in the previous section, the design criteria for gravity sewers provides unoccupied space at the top of the pipe for conveyance of sewage gasses and to provide contingent capacity for wet weather inflow and infiltration. In this Master Plan, the PWWF analysis assumes peak I&I rates coincide with the peak dry weather flow, and the duration of the PWWF condition is brief. When gravity pipelines are evaluated to determine if there is adequate capacity under the PWWF condition, a separate pipeline evaluation criteria is often used to determine the permissible flow level before the pipeline should be upsized. This criteria is often referred to as "trigger" criteria. The 2012 Sewer Master Plan used a design storm from 2005 to estimate inflow and infiltration during wet weather flows. The 1.5 inch rainfall event on Wednesday, February 23, 2005 was therefore selected as the basis for PWWF. For this 2018 Master Plan update, the December 2010 storms will be used as the basis for PWWFs. This storm was a 10-year design storm event and is consistent with the assessment by the City of Vista in its 2017 Comprehensive Sewer Management Plan, which shares sewer interceptor systems that convey wastewater to the EWPCF. In addition, the 2012 Sewer Master Plan allowed for gravity sewers to flow up to 90 percent full under PWWF conditions before improvement projects were required. This same approach was used in the 2018 Master Plan Update for the large diameter interagency interceptor gravity Sewer Master Plan Update City of Carlsbad 4-12 | June 2019 mains. A different approach was used in the 2018 Master Plan Update for the Carlsbad collection system which is made up of smaller diameter gravity mains. Figure 4-3 shows the d/D ratios and the corresponding flow/maximum or full flow (Q/Qf) ratios for circular pipes with a constant friction factor as used in the existing system capacity analysis. Figure 4-3. Comparison Depth Flow Relationship As indicated in red, the pipe is flowing at 99 percent of its full pipe flow capacity when the depth is 80 percent of full pipe. In areas between 80 percent and 100 percent of depth the hydraulic regime is unstable. The use of the 0.80 value is considered more conservative than the 0.85 value. The InfoSWMM model reports the partial flow ratio of full flow using the equation Q/Qf. In instances where the d/D is greater than 0.980 and the Q/Qf < 0.99 the line is surcharging because of a downstream restriction. In this Master Plan Update, improvement projects were triggered in the existing system when pipes had both a d/D >0.80 and Q/Qf >0.99. Pipelines that had only one or the other of these constraints were put on a “watch” list. Sewer Master Plan Update City of Carlsbad June 2019 | 4-13 Using a d/D ratio of 0.5 for small diameter pipes and 0.75 for larger diameter pipes for peak dry weather flow has been considered. However, with the potential for RDII, using a d/D ratio of 0.80 for capacity evaluation of the system during PWWF is a conservative approach. If RDII is reduced significantly in future years, the alternative standard may become appropriate. Sewer Master Plan Update City of Carlsbad 4-14 | June 2019 This page is intentionally blank. Sewer Master Plan Update City of Carlsbad June 2019 | 5-1 5 Hydraulic Model Development This section describes the hydraulic model development and update for the 2018 Master Plan. As part of this model development process, the hydraulic model used in the previous (2012) Master Plan was updated with regard to infrastructure, flow loading, and RDII.to represent the following systems: • Existing System Hydraulic Model – Updated to represent the 2017 collection system and calibrated based on available information • Near-Term System Hydraulic Model – Calibrated existing system model updated with near-term improvement projects and used to identify potential capacity constraints • Buildout System Hydraulic Model – Updated with projected buildout flows and improvement projects and used to identify potential future capacity constraints. 5.1 Model Parameters Hydraulic modeling and analysis was performed using the software package InfoSWMM by Innovyze. The version of the software used was InfoSWMM Suite 14.5 Update #5. This section discusses some important aspects of the modeling software. 5.1.1 Modeling Software InfoSWMM performs hydraulic calculations with extended period simulations and fully dynamic flow routing to calculate water depth in open channels and velocities and headloss in force mains. Hydraulic modeling software is composed of two primary parts including the graphical user interface and the computational engine. The graphical user interface is the aspect of the model that is used to input data, provide scenario settings and assumptions, initiate analyses and review results. The computational engine performs the hydraulic calculations. The InfoSWMM modeling software package used for this Master Plan is a fully ArcGIS integrated, highly advanced, and comprehensive hydrologic, hydraulic, and water quality simulation model. The InfoSWMM graphical user interface runs within the ESRI ArcMap platform, allowing direct importation of the existing sewer geodatabase maintained by the City. The InfoSWMM computational engine is based on the Environmental Protection Agency Storm Water Management Model. InfoSWMM software has the capability to perform hydraulic analysis using a Fully Dynamic Wave routing method in addition to solving the Manning's equation for calculating headloss. The Fully Dynamic Wave routing method solves the complete one-dimensional Saint Venant flow equations. These equations consist of the continuity and momentum equations and take into account the inertial and pressure forces and can predict surcharge, overflow, and backwater conditions. The InfoSWMM computational engine also solves Hazen-William's equation for pressurized flow in the force mains. Sewer Master Plan Update City of Carlsbad 5-2 | June 2019 5.1.2 Physical Data Input InfoSWMM represents collector and interceptor gravity mains, siphons, force mains, and lift stations as links, whereas wet wells, manholes, cleanouts, and other appurtenances are represented as nodes. This type of model is referred to as a link-node model. Link alignments, node locations, and basin modeling data associated with links and nodes (including invert elevations, manhole depths, pipeline diameters, pipeline lengths) were imported directly from the City's wastewater geodatabase. Lift station data, including wet well dimensions, were entered manually based on information provided by City staff. 5.2 Existing System Model Update and Calibration The existing system hydraulic model consists of 6,871 pipeline segments totaling over 287 miles of pipeline. Pipeline diameters range from 3 to 54 inches. The interceptor reach naming convention established in the previous Master Plans has been maintained for this analysis. The existing system hydraulic model was updated based on available information to represent the collection system as it existed and operated in 2017. The model was then calibrated by comparing actual flow data with model results. Modeled and recorded flow comparison plots from the model verification process are provided in Appendix C-2, Model Validation Results. The existing system model includes gravity interceptors and collector pipelines, siphons, lift stations, force mains, manholes, cleanouts, and other appurtenances that were operational during 2017. 5.2.1 Infrastructure Updates Infrastructure in the existing hydraulic model was updated by importing facilities added to the City’s geodatabase since the previous hydraulic model update that was performed as part of the 2012 Master Plan. Facilities were imported from the City’s geodatabase to the InfoSWMM model using the Import Manager tool. Facilities imported included pipes and manholes listed as both active and future in the geodatabase. The total number of facilities imported to the model includes 559 pipes (219 existing, 340 future) for a total of over 16 miles of pipe and 512 manholes (200 existing, 312 future). Active facilities were included in the existing system model. Future facilities in the geodatabase represent planned projects with specific facility information including the location of planned pipes and manholes. Examples of future facilities in the geodatabase are the Agua Hedionda LS improvements and facilities associated with new developments such as Robertson Ranch and Quarry Creek. These facilities were included in the near-term and buildout system models. Flows from the El Fuerte LS were also redirected to the BIS as part of the model update. 5.2.2 Dry Weather Flow Update and Calibration Dry weather flow loading was updated in the model based on 2017 data. Following the dry weather flow loading update, the model was calibrated by comparing model output with flow meter data available from dry weather periods in 2017. Sewer Master Plan Update City of Carlsbad June 2019 | 5-3 Dry Weather Flow Updates Dry weather flow loading in the existing system model was based on a combination of the temporary and permanent flow meter data discussed in Section 3. Temporary flow meters were installed in the system in 2014 and 2016 which collected dry weather flow data for the areas shown on Figure 3-4. EWA maintains permanent flow meters shown on Figure 3-1 which collect flow data on a continual basis except during infrequent maintenance periods. ADWFs were based on dry weather periods. The 2014 and 2016 flow monitoring periods did not experience significant rainfall events. Data from these temporary flow meters were used to calculate ADWF and diurnal patterns for the areas tributary to the meters as shown on Figure 3-7. EWA permanent flow meter data from the summer of 2017 were used to calculate ADWF for the balance of the service area not monitored by the temporary flow meters. EWA flow meter data was also used to calculate ADWF entering the interceptors from neighboring agencies (external flows). Flows generated within Carlsbad (internal flows) were distributed by performing an upstream trace to calculate the number or nodes (manholes and cleanouts) within each upstream metered service area, calculating an average flow per node, and then loading each node with the average flow for that metered basin. Average flows for outside agencies (external flows) were input to interceptors at the location of each upstream EWA meter. Flow meter data was also used to develop diurnal curves, which are 24-hour unit hydrographs that are applied to ADWF to represent flow fluctuations throughout a typical day. Diurnal curves were developed for week day and weekend day conditions for the tributary areas of each of the flow meter locations used to develop ADWF loading. The use of diurnal curves when accounting for the wastewater generation of each contributor allows for a more accurate representation of flow variations and accounts for the routing of wastewater through the collection system on a temporal basis. Dry Weather Calibration The hydraulic model was calibrated based on dry weather flows during each of the 2014 and 2016 flow monitoring periods, for the temporary flow monitor tributary areas, and during summer 2017 for the remainder of the system. A week long hydraulic simulation was performed, and downstream flows in the model at the EWPCF were compared with recorded flows from the four permanent meters at the treatment facility (EWA meters C1, C2, C3, and B1). Downstream model flows at the temporary flow meter locations were also compared with recorded flows. The diurnal curves were adjusted, as required to match the downstream flows. At the conclusion of the model calibration process, all model flows were within 10 percent of recorded flow, which is the general acceptance criterion for model calibration results. Additionally, effort was focused on matching peak flow rates, and the variance between modeled and recorded peak flows was generally less than 5 percent. 5.2.3 Wet Weather Flow Loading Update and Calibration Wet weather flow loading in the model was updated with RDII information calculated based on data collected during a significant rainfall event in December 2010 as discussed in Section 3.1.3. Following the wet weather flow loading updates, the model Sewer Master Plan Update City of Carlsbad 5-4 | June 2019 was calibrated by comparing model output with flow meter data available from the December 2010 rainfall event. Wet Weather Flow Updates Wet weather flow updates in the model were performed by using a combination of peak flow loading and RTK unit hydrographs based on the 2012 Master Plan model update and flow meter data from the December 2010 rainfall event as discussed in Section 3.1.3. The 2012 Master Plan employed peak RDII flow loading superimposed on ADWF patterns to represent wet weather flows in the hydraulic model. RTK unit hydrographs were used in the model update for the 2018 Master Plan, when data were available, in order to provide a more accurate representation of PWWFs in the collection system. RTK unit hydrographs represent (1) the percent of rainfall that results in RDII over an area and (2) the flow pattern of the RDII as it enters the system relative to rainfall intensity. The RTK unit hydrographs developed for this Master Plan update were based on hourly flow meter data compared with hourly precipitation data for the December 2010 rainfall event discussed in Section 3.1.3. RTK hydrographs were assigned to model nodes in the tributary areas of three of the four EWA EWPCF meters, including C3, C1, and B1 meters. These three EWA meters were operational during the December 2010 rainfall event, and continuous flow meter data are available for these meters as well as the corresponding upstream interceptor EWA meters used to calculate the contribution of Carlsbad flows to the EWPCF. For each of the Carlsbad tributary areas of these three EWA meters, preliminary RTK unit hydrographs were developed based on hourly flow meter data and assigned to corresponding model nodes. EWA meter C2 was offline during the December 2010 rainfall event, but daily flows during this period were calculated based on EWPCF inflows and included in the EWA monthly log sheet. Carlsbad RDII for the C1 tributary area was compared with wet weather flow loading included in the 2012 Master Plan hydraulic model, and the 2012 hydraulic model flows for this area of the system were slightly more conservative than the RDII calculated based on the December 2010 rainfall event. Therefore, the wet weather flow loading used in the 2012 version of the model was carried over and used in the updated model for C2. The RTK curves included in the model as part of the wet weather flow updates were updated as part of the wet weather calibration process to better match the flow meter data collected during the December 2010 rainfall event. Wet Weather Calibration The hydraulic model was calibrated based on wet weather flows during the December 2010 rainfall event. The RTK unit hydrographs uploaded to the model were iteratively updated based on comparisons of model output and the EWA SCADA data. At the conclusion of the model calibration process, all model flows were within 10 percent of recorded flow, which is the general acceptance criterion for model calibration results. Additionally, effort was focused on matching peak flow rates, and the variance between modeled and recorded peak flows was generally less than 5 percent. Sewer Master Plan Update City of Carlsbad June 2019 | 5-5 5.3 Near-Term System Model Development The near-term system model was developed by updating the calibrated existing system model with planned near-term infrastructure upgrades significantly affecting the collection system hydraulics. This model was developed to identify potential existing hydraulic deficiencies in the collection system while incorporating planned near-term system upgrades and developer projects in order to avoid misidentifying potential hydraulic deficiencies that are currently being addressed or affected by ongoing projects. Infrastructure in the model was updated with near-term developer related projects based on the City’s geodatabase. Two primary development projects include Robertson Ranch and Quarry Creek, each of which include the addition of gravity main networks and the removal of a lift station (Gateshead and Simsbury LSs, respectively). The Vancouver LS was also removed for the near-term scenario. The model was also updated with the upgrades associated with the ongoing Agua Hedionda LS project including the forcemain and significant large diameter gravity main additions. Additionally, upgrades to the NAHI were included in the near-term model scenario. The infrastructure added and updated in the near-term model scenario is shown on Figure 5-1. Following model analysis, system improvements were added to the near-term model to address potential hydraulic deficiencies identified based on the evaluation criteria. Sewer Master Plan Update City of Carlsbad 5-6 | June 2019 Figure 5-1. Near-Term System Model Infrastructure Updates Sewer Master Plan Update City of Carlsbad June 2019 | 5-7 5.4 Buildout System Model Development The buildout system model was developed by adding additional infrastructure and flows to the near-term model to represent projected buildout conditions based on available information. Additional infrastructure was added to the model based on the City’s geodatabase. Flows were updated in the model based on the buildout flow projections discussed in Section 3.3.2. An additional system update that is handled as a separate buildout model scenario is the planned acquisition of the BIS by Carlsbad which will result in Carlsbad owning 100 percent capacity of the interceptor for the majority of the pipeline. The effect this project has on the buildout system model development is limited to allocating Vista flows to a different location on the BIS and will be addressed in Section 6.3. 5.4.1 Infrastructure Updates Infrastructure updates to the buildout model included several small system expansion projects identified in the City’s geodatabase. Additionally, planned CIP projects that fundamentally change the way the system is operated were added to the buildout model including the Las Palmas trunk sewer project which redirects flows from the Poinsettia LS to the BIS. Removal of Gateshead, Simsbury, and Vancouver LSs and associated system expansion projects were included in the near-term model and carried over to the buildout model. The remainder of the capacity related projects on the City’s CIP list at the time of this master plan were not included in the initial buildout system model in order to use the model analysis to check that these projects were required based on the evaluation criteria. The infrastructure initially added to the buildout model is shown on Figure 5-2. Following model analysis, system improvements were also added to the buildout model to address potential hydraulic deficiencies identified based on the evaluation criteria. Sewer Master Plan Update City of Carlsbad 5-8 | June 2019 Figure 5-2. Buildout System Model Infrastructure Updates Sewer Master Plan Update City of Carlsbad June 2019 | 5-9 5.4.2 Flow Loading Update Flows for the buildout model were updated based on the projected buildout flows discussed in Section 3.3.2. ADWF from the model calibration discussed in Section 5.2 were carried over to the buildout model and projected additional buildout ADWF was added. The existing and projected buildout flows included in the buildout model are summarized in Table 3-14. Projected buildout flows were allocated to model nodes spatially based on the location of the parcels contributing buildout flows (Figure 3-12) and their proximity to the updated buildout system infrastructure discussed in previous section. Spatial allocations were reviewed for parcels not immediately adjacent to infrastructure included in the model for the most reasonable allocation node based on existing right of ways. Buildout flows allocated to the model were designated as either residential, for all residential land use types, or commercial, for all non-residential land use types. Each type of flow was assigned diurnal patterns, based on the flow meter data analysis discussed in Section 3.1.2, for weekday and weekend conditions. The diurnal patterns used for the buildout flows allocated to the model are shown on Figure 5-3. The flow patterns were also normalized using weekly patterns for each land use type consisting of the daily multipliers shown on Figure 5-4. Figure 5-3. Diurnal Patterns for Residential and Commercial Buildout Flows 0 0.5 1 1.5 2 2.5 3 3.5 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48Hourly Peaking FactorTime (hours) Residential Weekend Commercial Weekend Residential Weekday Commercial Weekday Sewer Master Plan Update City of Carlsbad 5-10 | June 2019 Figure 5-4. Weekly Patterns for Residential and Commercial Buildout Flows 0.75 0.8 0.85 0.9 0.95 1 1.05 1.1 Sunday Monday Tuesday Wednesday Thursday Friday SaturdayDaily Peaking FactorResidential Commercial Sewer Master Plan Update City of Carlsbad June 2019 | 6-1 6 System Evaluation This section discusses the evaluation of the modeled systems discussed in Section 5. System evaluations were based on hydraulic capacity analyses conducted by running the models for wet weather flow conditions and comparing model results with the evaluation criteria discussed in Section 4.2.2. 6.1 Near-Term System Capacity Analysis As discussed in Section 5.3, the near-term model represents the existing system plus significant, near-term planned infrastructure changes. This section discusses the capacity analysis of the projected near-term system. 6.1.1 Collection System This section addresses model results for the Carlsbad collection system gravity mains, lift stations, and forcemains. The following section addresses interagency facilities. Gravity Mains Capacity assessment for gravity mains in the collection system was based on the evaluation criteria discussed in Section 4.2.2. Based on the evaluation criteria, gravity mains were considered over capacity if PWWF exceeded d/D of 0.8 and q/Q of 1.0. Based on this criteria, four gravity mains were found to exceed capacity including: • Poinsettia Lane Deficiencies (mains SWM4793, SWM6349) 12 inch mains in Poinsettia Lane west of the intersection of Mica Road (CIP Project # C-6) • Harding Street Deficiencies (main SWM4273) 10 inch main in Harding Street at the intersection of Carlsbad Village Drive (CIP Project # C-7) • Kelly Drive Deficiencies (main SWM1659) 12 inch main in Kelly Drive at the intersection of El Camino Real (CIP Project # C-8) • Basswood Avenue Deficiencies (main SWM3653) 8 inch main in Basswood Avenue at the intersection of James Drive (CIP Project # C-9) None of these potential capacity issues resulted in SSOs in the model. The location of these mains is shown on Figure 6-1. Appendix C-3, Existing System Capacity Analysis Results, includes Hydraulic Grade Line profiles and location maps of the areas requiring improvements. It should be noted that, due to limited wet weather flow meter data, model RDII was globally allocated to the major collection system basins based on EWA flow meter data, as discussed in Section 5.2.3. Therefore, the distribution of RDII within the collection system is likely not as homogenous as is represented in the model. It is recommended that future wet weather flow monitoring studies be conducted to access the areas tributary to the recommended improvements listed here. Sewer Master Plan Update City of Carlsbad 6-2 | June 2019 Figure 6-1. Existing Carlsbad Collection System Modeled Hydraulic Deficiencies Sewer Master Plan Update City of Carlsbad June 2019 | 6-3 Lift Stations Model results indicate that all lift stations within the collection system satisfied the evaluation criteria of conveying peak wet weather flows with their firm capacity with the exception of the Poinsettia LS experienced peak flows exceeding the station’s firm capacity, however no upstream spills resulted in the model, indicating that the upstream capacity was able to absorb the peak flows and convey wet weather flows without overflow. However, due to limited wet weather flow meter data, model RDII was globally allocated to the major collection system basins based on EWA flow meter data, as discussed in Section 5.2.3. Therefore, the distribution of RDII within the collection system is likely not as homogenous as is represented in the model. It is recommended that future flow monitoring studies be used to access the areas tributary to the Poinsettia LS to better determine the RDII contribution from these areas. Specifically, RDII may be over represented in the area tributary to the Poinsettia LS considering that the area is at a higher elevation, not near any major water bodies or rivers. 6.1.2 Interagency Facilities This section addresses analysis results for modeled facilities shared by EWA member agencies including regional, interagency interceptors and lift stations. Interceptors This section addresses results for interagency interceptors included in the hydraulic model. Vista Carlsbad Interceptor The V/C Interceptor was represented in the near-term model including the current updates to the Agua Hedionda LS, force main, and related large diameter gravity main additions. Including these improvements, model results indicate that the V/C Interceptor satisfies evaluation criteria with the existing system flow loading included in this scenario. Vista wet weather flow to the V/C Interceptor peaks at approximately 15.9 mgd. Model results indicate that pear flows at the terminus of this interceptor are anticipated to reach 24.9 mgd. The Buena Vista and Agua Hedionda LSs convey flows in this interceptor and are discussed in the following section. Buena Interceptor Model results indicate that the BIS potentially exceeds the evaluation criteria at two primary locations shown on Figure 6-2. However, although the criteria is exceeded, the model results do not indicate that the interceptor is more than 85 percent full during PWWF conditions. City of Vista wet weather flows to the BIS peak at approximately 4.9 mgd. Model results indicate that peak flows at the terminus of this interceptor are anticipated to reach 9.3 mgd. Carlsbad wet weather flows to the interceptor peak at 4.6 mgd based on model results. Attenuation decreases the peak flows as they travel through the interceptor. Sewer Master Plan Update City of Carlsbad 6-4 | June 2019 As discussed previously, Carlsbad is planning to take full ownership of the BIS when the City of Vista completes construction of a parallel force main to convey their flows to the EWPCF. The capacity analysis for this scenario is discussed in Section 6.3. Vallecitos Interceptor Model results indicate that the VIS potentially exceeds the evaluation criteria at one location shown on Figure 6-2. However, although the criteria is exceeded, the model results do not indicate that the interceptor is more than 90 percent full during PWWF conditions. VWD wet weather flow to the VIS peaks at approximately 16.1 mgd. Model results indicate that peak flows at the terminus of this interceptor are anticipated to reach 24.6 mgd. Carlsbad has capacity rights of 5.0 mgd in the VIS, and the PWWF from Carlsbad is estimated at approximately 5.1 mgd. However, significant flow from the Poinsettia LS that is currently routed to the VIS is planned to be diverted to the BIS as part of the Las Palmas trunk sewer project to coincide with Carlsbad’s acquisition of the BIS. The BSD owns 3.75 mgd of capacity in the VIS, but does not currently contribute any flow. North Batiquitos Interceptor The Ponto Sewer (NB9) is part of Carlsbad's NBI Sewer System and is jointly owned by the City of Carlsbad, the City of Encinitas, and LWD in accordance with an agreement dated August 24, 1972. The capacity of the 39-inch diameter gravity pipeline flowing full is approximately 21 mgd. Hydraulic analysis results indicate a potential PWWF of approximately 14.2 mgd in this pipeline. Carlsbad owns a total of 40.0 percent of the available capacity, or approximately 8.5 mgd and ESD/LWD own the remaining 12.5mgd. PWWFs from Carlsbad are attenuated by the operation of the upstream NB LS, and are currently estimated at approximately 3.5 mgd with two of the fixed speed pumps in operation. The City of Carlsbad is therefore using less than 50 percent its allocated capacity in the Ponto Sewer. Interceptor Lift Stations The interagency interceptor system includes two lift stations represented in the hydraulic model including the Buena Vista and Agua Hedionda LSs, which both convey V/C Interceptor flows. The Agua Hedionda LS is currently undergoing an upgrade, and an upgrade for the Buena Vista LS is planned for the near term. For the near-term model analysis, the lift stations’ pre-upgrade firm capacities were used to check the flows indicated by the model analysis (updated lift station capacity information may be included when the upgrades are complete). The Buena Vista LS currently has a firm capacity of 21.5 mgd. Model results indicate a PWWF of 16.7 at the lift station. Following the upgrades, the Agua Hedionda LS is planned to have a firm capacity of 33.0 mgd. Model results indicate a PWWF of 21.7 mgd at the lift station. Sewer Master Plan Update City of Carlsbad June 2019 | 6-5 Based on the hydraulic analysis, both the Buena Vista and Agua Hedionda LSs should have sufficient capacity to convey the existing flows indicated in the model runs assuming the lift station upgrades will not decrease either station’s capacity. Sewer Master Plan Update City of Carlsbad 6-6 | June 2019 Figure 6-2. Existing Interceptor System Modeled Hydraulic Deficiencies Sewer Master Plan Update City of Carlsbad June 2019 | 6-7 6.1.3 Flows to the Encina Water Pollution Control Facility and Outfall Evaluation of Carlsbad's use of EWPCF is based on the ADWF for treatment plant capacity and the PWWF for capacity in the ocean outfall. As summarized in Section 3, the existing wastewater flow for Carlsbad, based on metered flows from 2014, is approximately 6.24 mgd. Compared to the City of Carlsbad's Phase V capacity ownership of 10.26 mgd for treatment and solids handling in the EWPCF, Carlsbad is currently using approximately 60 percent of its capacity ownership. The Encina Ocean Outfall has a maximum instantaneous capacity of 104.9 mgd, considering the capacity enhancement of constructed flow equalization facilities. Carlsbad's peak flow capacity rights in the outfall per the RBA are 25.5 mgd. Peak hourly flows from Carlsbad cannot be determined from Encina flow meters since Carlsbad flows are subtracted from other agency flows. Resultant peak flows from Carlsbad at Encina are likewise not directly available from the hydraulic analysis, since peak flows in the interceptors occur at different hours in the simulation. Based on the peaking factor curves presented in Section 3 and the estimates of RDII generated within the Carlsbad service area, the PWWF from Carlsbad is estimated to be approximately 15.6 mgd, which is 2.5 times the ADWF. It is therefore estimated that the City of Carlsbad is currently using approximately 61 percent of its capacity ownership in the Encina Ocean Outfall. It is noted that Carlsbad outfall flows are reduced by recycled water production. 6.2 Buildout System Capacity Analysis As discussed in Section 5.4, the buildout model represents the near-term system plus planned future infrastructure and projected buildout flows. This section discusses the capacity analysis of the projected buildout system. 6.2.1 Carlsbad Collection System This section addresses model results for the Carlsbad collection system. The following section addresses interagency facilities. Gravity Mains Capacity assessment for gravity mains in the collection system was based on the evaluation criteria discussed in Section 4.2.2. Based on the evaluation criteria, gravity mains were considered over capacity if PWWF exceeded d/D of 0.8 and q/Q of 1.0. Based on this criteria, three gravity mains were found to exceed capacity including: • Faraday Avenue Deficiencies (main SWM239) 8 inch main near Faraday Avenue and El Camino Real (CIP Project # C-4) • Poinsettia Lane Deficiencies (main SWM4790) 12 inch main in Poinsettia Avenue west of the intersection of Quartz Way (CIP Project # C-6) • Kelly Drive Deficiencies (main SWM1659) 12 inch main in Kelly Drive near the intersection of El Camino Real (CIP Project # C-8) None of these potential capacity issues resulted in SSOs in the model. The location of these mains is shown on Figure 6-3. Two of these projects (C-6 and C-8) were also Sewer Master Plan Update City of Carlsbad 6-8 | June 2019 identified as having existing deficiencies. CIP Project # C-4 is based on the City’s plans to re-route from El Fuerte LS along Faraday, south to Palomar Airport Road. The 2012 Master Plan identified the need to upsize this entire stretch of pipe (3,323 feet) from 8 and 10 inch to 12 inch pipe. With lower unit flows, this improvement project can be reduced to upsizing only the 643 feet of 8 inch pipe to 10 inch pipe. Appendix C-4, Buildout Capacity Analysis Results, includes Hydraulic Grade Line profiles and location maps of the areas requiring improvements. Lift Stations Thirteen lift stations were included in the buildout system model including 11 lift stations in the Carlsbad collection system and two serving interagency interceptors which are discussed in the next section. The Carlsbad collection system lift stations Gateshead, Simsbury, and Vancouver were removed from the buildout scenario as planned. Of the 11 lift stations, 4 experienced PWWF exceeding their firm capacity based on the model results, but did not cause any upstream spills. The lift stations that experienced PWWF above their rated capacity include the Cannon Road, Foxes Landing, North Batiquitos, and Poinsettia. However, it should be noted that, due to limited wet weather flow meter data, the distribution of RDII within the collection system is not as accurate as it would be if quality intra basin wet weather flow monitoring data were available for the wet weather model calibration. It is recommended that future flow monitoring studies be used to access the areas tributary to the lift stations projected to experience PWWF exceeding their firm capacity in order to better determine the RDII contribution from these areas before decisions are made regarding buildout system lift station upgrades. Sewer Master Plan Update City of Carlsbad June 2019 | 6-9 Figure 6-3. Buildout Carlsbad Collection System Modeled Hydraulic Deficiencies Sewer Master Plan Update City of Carlsbad 6-10 | June 2019 6.2.2 Interagency Facilities This section addresses analysis results for modeled facilities shared by EWA member agencies including interceptors and lift stations. Interceptors This section addresses results for interagency interceptors included in the hydraulic model. The model results included in this section do not take into account the planned construction of the Vista forcemain, the related Carlsbad acquisition of the BIS, and planned rerouting of Carlsbad flows to the BIS which affect the capacity analysis of both the VIS and the BIS. For model results related to the Carlsbad acquisition of the BIS, see Section 6.3. Vista Carlsbad Interceptor The V/C was represented in the buildout model including the current updates to the Agua Hedionda LS, force main, and related large diameter gravity main additions. Model results indicate that the V/C does not satisfy evaluation criteria for reach VC-3 with the buildout system flow loading included in this scenario. At the time of this master plan update, the majority the VC-3 interceptor reach consists of 36 inch diameter gravity main and is scheduled for upsizing to 42 inches (listed currently as CIP Project # I-1). The sections of the interceptor upstream of VC-3 are currently 42 inch diameter gravity main. The model results indicate that the 36 inch diameter gravity mains of Reach VC-3 are not sufficient to convey the flows from the upstream 42 inch diameter mains. Vista wet weather flow to the V/C peaks at approximately 23.4 mgd. Model results indicate that peak flows at the terminus of this interceptor are anticipated to reach 30.3 mgd. The Buena Vista and Agua Hedionda LSs convey flows in this interceptor and are discussed in the following section. Buena Interceptor Model results indicate that the BIS potentially exceeds the evaluation criteria and surcharges throughout most of its length when projected buildout flows are loaded to the model. However, the model results included in this section do not take into account the planned Carlsbad acquisition of the BIS. For model results related to the Carlsbad acquisition of the BIS, see Section 6.3. Vista buildout wet weather flow to the BIS peaks at approximately 8.2 mgd. Model results indicate that peak flows at the terminus of this interceptor are anticipated to reach 11.7 mgd. Carlsbad wet weather flows to the interceptor peak at 7.0 mgd based on model results. Attenuation decreases the peak flows as they travel through the interceptor. As discussed previously, Carlsbad is planning to take full ownership of the BIS when Vista completes construction of a parallel force main to convey their flows to the EWPCF. The capacity analysis for this scenario is discussed in Section 6.3. Sewer Master Plan Update City of Carlsbad June 2019 | 6-11 Vallecitos Interceptor Model results indicate that the VIS potentially exceeds the evaluation criteria at several locations shown on Figure 6-4. The interceptor is projected to surcharge during PWWF conditions with the flow loading included in this scenario. However, the model results included in this section do not take into account the planned Carlsbad acquisition of the BIS and related flow diversions from the VIS to the BIS. For model results related to the Carlsbad acquisition of the BIS, see Section 6.3 VWD wet weather flow to the VIS peaks at 16.85 mgd. Model results indicate that peak flows at the terminus of this interceptor are anticipated to reach 28.8 mgd. Carlsbad has capacity rights of 5.0 mgd in the VIS, and the PWWF from Carlsbad is estimated at approximately 6.5 mgd. However, all flow from the Poinsettia LS that is currently routed to the VIS is planned to be diverted to the BIS as part of the Las Palmas trunk sewer project to coincide with Carlsbad’s acquisition of the BIS. The BSD currently owns 3.75 mgd of capacity in the VIS, but does not currently contribute any flow. With these flows being re-routed, Carlsbad’s PWWF contribution to the VIS will be back within its 5.0 mgd capacity rights. North Batiquitos Interceptor The Ponto Sewer (NB9) is part of Carlsbad's NBI Sewer System and is jointly owned by the City of Carlsbad, the City of Encinitas, and the LWD in accordance with an agreement dated August 24, 1972. The capacity of the 39-inch diameter gravity pipeline flowing full is approximately 21 mgd. Hydraulic analysis results indicate a potential buildout PWWF of approximately 14.27 mgd in this pipeline. Carlsbad owns a total of 40.0 percent of the available capacity, or approximately 8.5 mgd and ESD/ LWD own the remaining 12.5 mgd. PWWFs from Carlsbad are attenuated by the operation of the upstream North Batiquitos LS, and are estimated at approximately 3.9 mgd for buildout conditions with two of the fixed speed pumps in operation. The City of Carlsbad is therefore projected to use less than 50 percent its allocated capacity in the Ponto Sewer. Interceptor Lift Stations The interagency interceptor system includes two lift stations represented in the hydraulic model including the Buena Vista and Agua Hedionda LSs, which both convey V/C flows. The Agua Hedionda LS is currently undergoing an upgrade, and an upgrade for the Buena Vista LS is planned for the near term. For the buildout model analysis, the lift stations’ pre-upgrade firm capacities were used to check the flows indicated by the model analysis. Following upgrades, the Agua Hedionda LS is projected to have a firm capacity of 33.0 mgd. Model results indicate a PWWF of 30.3 mgd at the lift station, indicating that the lift station is projected to have sufficient capacity at buildout. The Buena Vista LS currently has a firm capacity of 21.5 mgd. Model results predict a PWWF of 24.8 mgd at the lift station, indicating that the lift station may be under capacity for buildout PWWF conditions by approximately 3.3 mgd. However, no upstream spills were evident from the model results. Sewer Master Plan Update City of Carlsbad 6-12 | June 2019 Based on the hydraulic analysis, the Buena Vista LS is projected to experience buildout PWWF in excess of the station’s firm capacity. However, the Buena Vista LS is projected to have sufficient capacity to convey existing PWWF. As the meter at the Buena Vista LS failed during the December 2010 storm, the peaking factor was estimated based on upstream data. It is recommended that flows arriving at the lift station from the tributary Carlsbad and Vista service areas be monitored during future wet weather events to better assess the peaking factor and determine if lift station capacity upgrades will be necessary as the upstream tributary areas approach buildout... Sewer Master Plan Update City of Carlsbad June 2019 | 6-13 Figure 6-4. Buildout Interceptor System Modeled Hydraulic Deficiencies Sewer Master Plan Update City of Carlsbad 6-14 | June 2019 6.2.3 Flows to the Encina Water Pollution Control Facility and Outfall Evaluation of Carlsbad's use of EWPCF is based on the ADWF for treatment plant capacity and the PWWF for capacity in the ocean outfall. As summarized in Section 3, the existing wastewater flow for Carlsbad, based on metered flows from 2014, is approximately 6.60 mgd. Compared to Carlsbad's Phase V capacity ownership of 10.26 mgd for treatment and solids handling in the EWPCF, Carlsbad is projected to use approximately 8.31 mgd or 80 percent of its capacity ownership at buildout. The Encina Ocean Outfall has a maximum instantaneous capacity of 104.9 mgd, considering the capacity enhancement of constructed flow equalization facilities. Carlsbad's peak flow capacity rights in the outfall per the RBA are 25.5 mgd. Peak hourly flows from Carlsbad cannot be determined from Encina flow meters since Carlsbad flows are subtracted from other agency flows. Resultant peak flows from Carlsbad at Encina are likewise not directly available from the hydraulic analysis, since peak flows in the interceptors occur at different hours in the simulation. Based on the peaking factor curves presented in Section 3 and the estimates of RDII generated within the CSSA, the PWWF from Carlsbad is projected to be approximately 20.8 mgd, which is 2.5 times the ADWF. It is therefore estimated that the City of Carlsbad will use approximately 82 percent of its capacity ownership in the Encina Ocean Outfall at buildout. It is noted that Carlsbad’s outfall flows are reduced by recycled water production. 6.3 Carlsbad Full Ownership of Buena Interceptor Sewer Analysis Model results for the buildout system scenario indicate capacity issues in the BIS and VIS. The BIS is currently shared by Vista and Carlsbad, while the VIS is currently shared by VWD and Carlsbad with Vista holding unused capacity rights to the interceptor. In order to deal with the capacity issues in these interceptors, Vista is planning to build an additional forcemain that would convey the Vista flows currently conveyed by the BIS in a parallel alignment with the forcemain flows reentering the BIS and VIS via a planned flow diversion structure at Paseo Del Norte before flowing under the freeway. Carlsbad would then take full ownership of the BIS and redirect flows from the Poinsettia LS, currently routed to the VIS, to the BIS as part of the Las Palmas trunk sewer project (listed currently as CIP Project #3). While Poinsettia LS flows would be routed away from the VIS in this scenario, some Carlsbad flows would continue to gravity feed into the VIS via existing small diameter gravity main connections. A buildout model scenario was created and analyzed to estimate the projected capacities of the BIS and VIS under these conditions. Model results indicate that the BIS would reach approximately 69 percent full under PWWF conditions with Carlsbad sole ownership of the interceptor and redirected flows from the Poinsettia LS via the Las Palmas trunk main. Total PWWF in the BIS is projected to be 7.3 mgd under these conditions based on model results. The BIS is projected to satisfy the evaluation criteria under these conditions. Model results indicate that with Poinsettia LS flow routed away from the VIS via the Las Palmas trunk main, Carlsbad would still contribute approximately 2.8 mgd of PWWF via Sewer Master Plan Update City of Carlsbad June 2019 | 6-15 collection system gravity mains; a flow rate which is below the 5.0 mgd capacity rights that Carlsbad owns in the interceptor. Model results indicate that in this scenario the VIS would reach approximately 90 percent full under PWWF conditions. Total PWWF in the VIS is projected to be 25.9 mgd under these conditions based on model results. The VIS is projected to satisfy the interceptor evaluation criteria under these conditions. Furthermore, in addition to the Poinsettia LS flows being diverted from the VIS to the BIS via the Las Palmas trunk main, if all remaining Carlsbad collection system gravity mains feeding in to the VIS were diverted to the BIS, the BIS is projected to reach approximately 80 percent full under PWWF conditions based on model results. Total PWWF in the BIS is projected to be 9.4 mgd under these conditions based on model results. The BIS is projected to satisfy the interceptor evaluation criteria under these conditions. Additionally, because more flow is being diverted away from the VIS, the VIS is also projected to satisfy the interceptor evaluation criteria under these conditions The model results project that the Vista forcemain project, coupled with Carlsbad flow diversion(s) from the VIS to the BIS, will resolve capacity issues in the BIS. However, the Vista forcemain flows will reenter the BIS in Paseo Del Norte before flowing under the I-5 freeway en route to the EWPCF. The VIS also passes under the freeway at this location in a parallel alignment with the BIS before discharging to the EWPCF. As part of the forcemain project, Vista is planning a flow diversion structure at the Paseo Del Norte location in order to divert flow to the BIS and the VIS as needed to comply with capacity rights in the interceptors. Further hydraulic studies are recommended to evaluate the effects of diverting Carlsbad flows from the Poinsettia LS and collection system gravity mains to the BIS to demonstrate that Vista forcemain flows can be redistributed between the BIS and the VIS at Paseo Del Norte to avoid surcharging in the interceptors as they pass under the freeway. 6.4 Recommended System Improvements Based on the model results the following new or revised improvement projects are recommended related to modeled existing and projected buildout hydraulic capacity issues discussed in Sections 6.2 and 6.3. The new projects were assigned new CIP project numbers to follow projects already on the CIP project list. Recommended projects are listed in Table 6-1 and shown on Figure 6-5. Sewer Master Plan Update City of Carlsbad 6-16 | June 2019 Table 6-1. Recommended System Improvement Projects Project Number Title Description Size/Quantity Unit Cost ($/LF)1 Projected Project Cost Rounded to nearest $1000) C-4 Faraday Improvements Upsizing of gravity main SWM239, SWM6422, and SWM6423 between Faraday and El Camino Real 643 LF of 10” pipe 290 186,000 C-6 Poinsettia Improvements Upsizing gravity mains SWM4793, SWM6349, SWM4790 in Poinsettia Lane near Poinsettia Elementary 250 LF of 18" pipe 490 LF of 15" pipe 523 436 345,000 C-7 2 Harding Street Improvements Upsizing gravity mains SWM4273 in Harden Street at Carlsbad Village Drive 240 LF of 12" pipe 349 84,000 C-8 Kelly Drive Improvements Upsizing gravity mains SWM1658 in Kelly Drive south of El Camino Real 580 LF of 15" pipe 436 253,000 C-9 Basswood Avenue Improvements Upsizing gravity mains SWM3653 in Basswood Ave at Highland Drive 350 LF of 10" pipe 290 102,000 Total 970,000 Notes: 1 Unit Costs include material costs, based on recent City of Carlsbad bid documents, multiplied by a 1.6 installation factor and 1.45 soft cost factor (including planning, design, legal, construction administration, and 10% contingency costs.) 2 Subsequent model analysis based on revised invert elevation information of the Harding Street location indicates that existing gravity mains at the Harding Street location are projected to be sufficient for existing and buildout flow loading conditions and may be removed from the City’s CIP list. LF=linear feet Sewer Master Plan Update City of Carlsbad June 2019 | 6-17 Figure 6-5. Recommended Improvement Projects Sewer Master Plan Update City of Carlsbad 6-18 | June 2019 This page is intentionally blank. Sewer Master Plan Update City of Carlsbad June 2019 Appendix B. American Digital Systems Temporary Flow Meter Reports UNDERGROUND INTELLIGENCE® FOR ENHANCED COLLECTION SYSTEM PERFORMANCE City of Carlsbad Sewer Flow Verification and Inflow and Infiltration Analysis February 22, 2014 – May 11, 2014 Carlsbad Temp 2014..............................................................................................................................2 Locations .............................................................................................................................................10 10c-25 ..................................................................................................................................................10 Attachments...................................................................................................................................11 Graphs...........................................................................................................................................12 Tabular Reports.............................................................................................................................17 18C-3....................................................................................................................................................31 Attachments...................................................................................................................................32 Graphs...........................................................................................................................................33 Tabular Reports.............................................................................................................................38 5D-28....................................................................................................................................................52 Attachments...................................................................................................................................53 Graphs...........................................................................................................................................54 Tabular Reports.............................................................................................................................59 6A-13....................................................................................................................................................73 Attachments...................................................................................................................................74 Graphs...........................................................................................................................................75 Tabular Reports.............................................................................................................................80 9D-60....................................................................................................................................................94 Attachments...................................................................................................................................96 Graphs...........................................................................................................................................97 Tabular Reports...........................................................................................................................102 9D-AH206...........................................................................................................................................116 Attachments.................................................................................................................................118 Graphs.........................................................................................................................................119 Tabular Reports...........................................................................................................................124 CARLSBAD_RG1...............................................................................................................................137 Attachments.................................................................................................................................138 Graphs.........................................................................................................................................139 Tabular Reports...........................................................................................................................143 Appendix.............................................................................................................................................157 Table of Contents Page 1 of 176 A Division of ADS LLC 4820 Mercury Street, Suite C San Diego, CA 92111 www.adsenv.com June 10, 2014 City of Carlsbad 15600 Sand Canyon Avenue Irvine, CA 92618 Dear Mr. Wasko, ADS is pleased to submit the Report - City of Carlsbad Sewer Flow Verification and Inflow and Infiltration Analysis. Metering was performed at six (6) locations and one (1) rain gauge for the period of February 22, 2014 through May 11, 2014 . The report contains hourly averaged depth, velocity, and quantity hydrographs as well as daily long tables for the metering period in pdf format. An Excel file containing depth, quantity, and velocity entities for the flow monitoring location in 5-minute format is also provided. In addition, we would be happy to further explain any details about the report that may seem unclear. Should you have any questions or comments, I can be reached at (256) 759-2575. You may also contact the Project Manager, Neil Volk at (858) 571- 0045. Thank you for choosing ADS products and services to meet your flow monitoring needs. Sincerely, ADS ENVIRONMENTAL SERVICES KaTonya Sledge Sr. Data Analyst Letter of Transmittal Page 2 of 176 City of Carlsbad Sewer Flow Verification and Inflow and Infiltration Analysis February 22, 2014 - May 11, 2014 Prepared for: Mr. Don Wasko City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008-8802 Prepared by: ADS Environmental Services, Inc. 4820 Mercury Street, Suite C San Diego, CA 92111 Home Page Page 3 of 176 Background City of Carlsbad entered into agreement with ADS Environmental Services to conduct flow monitoring at (6) six locations and (1) one rain gauge locations in the City of Carlsbad, CA. Once installed the meters obtained flow data from each selected location to verify daily flow variations to aid the City of Carlsbad in sewer flow verification and inflow and infiltration analysis. The study was originally for a (90) ninety day monitoring period. However, the equipment was removed early due to the lack of rainfall. Project Scope The scope of this study involved using a temporary flow monitor to quantify wastewater flow at the designated locations. Specifically, the study included the following key components. Investigate the proposed flow-monitoring site for adequate hydraulic conditions. Flow monitor installation. Flow monitor confirmations and data collections. Flow data analysis. Equipment installation was accomplished on February 21, 2014. The monitoring period began on February 22, 2013 and was completed on May 11, 2014. Flow Quantification Methods There are two main equations used to measure open channel flow: the Continuity Equation and the Manning Equation. The Continuity Equation, which is considered the most accurate, can be used if both depth of flow and velocity are available. In cases where velocity measurements are not available or not practical to obtain, the Manning Equation can be used to estimate velocity from the depth data based on certain physical characteristics of the pipe (i.e. the slope and roughness of the pipe being measured). However, the Manning equation assumes uniform, steady flow hydraulic conditions with non-varying roughness, which are typically invalid assumptions in most sanitary sewers. The Continuity Equation was used exclusively for this study. Continuity Equation The Continuity Equation states that the flow quantity (Q) is equal to the wetted area (A) multiplied by the average velocity (V) of the flow. Q = A * V Methodology Introduction Equipment and Methodology Page 4 of 176 This equation is applicable in a variety of conditions including backwater, surcharge, and reverse flow. Most modern flow monitoring equipment, including the ADS Models, measure both depth and velocity and therefore use the Continuity Equation to calculate flow quantities. Flow Monitoring Equipment The monitor selected for this project was the ADS Model 3600-flow monitor. This flow monitor is an area velocity flow monitor that uses both the Continuity and Manning's equations to measure flow. The ADS Model 3600-flow monitor consists of data acquisition sensors and a battery- powered microcomputer. The microcomputer includes a processor unit, data storage, and an on-board clock to control and synchronize the sensor recordings. The monitor was programmed to acquire and store depth of flow and velocity readings at 5-minute intervals. Three types of data acquisition sensors are available for the Model 3600 flow monitor. The primary depth measurement device is the ADS quad-redundant ultrasonic level sensor. This sensor uses four independent ultrasonic transceivers in pairs to measure the distance from the face of the transceiver housing to the water surface (air range) with up to four transceiver pairs, of the available ones, active at one time. The elapsed time between transmitting and receiving the ultrasonic waves is used to calculate the air range between the sensor and flow surface based on the speed of sound in air. Sensors in the transceiver housing measure temperature, which is used to compensate the ultrasonic signal travel time. The speed of sound will vary with temperature. Since the ultrasonic level sensor is mounted out of the flow, it creates no disturbance to normal flow patterns and does not affect site hydraulics. Redundant flow depth data can be provided by a pressure depth sensor, and is independent from the ultrasonic level sensor. This sensor uses a piezo-resistive crystal to determine the difference between hydrostatic and atmospheric pressure. The pressure sensor is temperature compensated and vented to the atmosphere through a desiccant filled breather tube. Pressure depth sensors are typically used in large size channels and applications where surcharging is anticipated. Its streamlined shape minimizes flow distortion. Velocity is measured using the ADS V-3 digital Doppler velocity sensor. This sensor measures velocity in the cross-sectional area of flow. An ultrasonic carrier is transmitted upstream into the flow, and is reflected by suspended particles, air bubbles, or organic matter with a frequency shift proportional to the velocity of the reflecting objects. The reflected signal is received by the sensor and processed using digital spectrum analysis to determine the peak flow velocity. Collected peak velocity information is filtered and processed using field confirmation information and proprietary software to determine the average velocity, which is used to calculate flow quantities. The sensor's small profile, measuring 1.5 inches by 1.15 inches by 0.50 inches thick, minimizes the affects on flow patterns and site hydraulics. Installation Installation of flow monitoring equipment typically proceeds in four steps. First, the site is investigated for safety and to determine physical and hydraulic suitability for the flow monitoring equipment. Second, the equipment is physically installed at the selected location. Third, the monitor is tested to assure proper operation of the velocity and depth of flow sensors and verify that the monitor clock is operational and synchronized to the Page 5 of 176 master computer clock. Fourth, the depth and velocity sensors are confirmed and line confirmations are performed. A typical flow monitor installation is shown in Figure 2.1. The installations depicted in Figures 2.1 are typical for circular or oval pipes up to approximately 104-inches in diameter or height. In installations into pipes 42-inches or less in diameter, depth and velocity sensors are mounted on an expandable stainless steel ring and installed one to two pipe diameters upstream of the pipe/manhole connection in the incoming sewer pipe. This reduces the affects of turbulence and backwater caused by the connection. In pipes larger than 42 inches in diameter, a special installation is made using two sections of the ring installed one to two feet upstream of the pipe/manhole connection; one bolted to the crown of the pipe for the depth sensor, and the other bolted to the bottom of the pipe (bolts are usually placed just above the water line) to hold the velocity sensor. Figure 2.1 Typical Installation Large Pipe ( > 42" Diameter) Small Pipe ( 8" to 42" Diameter) Data Collection, Confirmation, and Quality Assurance During the monitoring period, field crews visit each monitoring location to retrieve data, verify proper monitor operation, and document field conditions. The following quality assurance steps Page 6 of 176 are taken to assure the integrity of the data collected: Measure Power Supply: The monitor is powered by a dry cell battery pack. Power levels are recorded and battery packs replaced, if necessary. A separate battery provides back-up power to memory, which allows the primary battery to be replaced without the loss of data. Perform Pipe Line Confirmations and Confirm Depth and Velocity: Once equipment and sensor installation is accomplished, a member of the field crew descends into the manhole to perform a field measurement of flow rate, depth and velocity to confirm they are in agreement with the monitor. Since the ADS V-3 velocity sensor measures peak velocity in the wetted cross-sectional area of flow, velocity profiles are also taken to develop a relationship between peak and average velocity in lines that meet the hydraulic criteria. Measure Silt Level: During site confirmation, a member of the field crew descends into the manhole and measures and records the depth of silt at the bottom of the pipe. This data is used to compute the true area of flow. Confirm Monitor Synchronization: The field crew checks the flow monitor's clock for accuracy. Upload and Review Data: Data collected by the monitor is uploaded and reviewed for comparison with previous data. All readings are checked for consistency and screened for deviations in the flow patterns, which indicate system anomalies or equipment failure. Data Analysis A flow monitor is typically programmed to collect data at either 15-minute or 5-minute intervals throughout the monitoring period. The monitor stores raw data consisting of (1) the air range (distance from sensor to top of flow) for each active ultrasonic depth sensor pair and (2) the peak velocity. If the monitor is equipped with a pressure sensor, then a depth reading from this sensor may also be stored. When the field personnel collects the data, the air range is converted to depth data based on the pipe height and physical offset (distance from the top of the pipe to the surface of the ultrasonic sensor). The data is imported into ADS's proprietary software and is examined by a data analyst to verify its integrity. The data analyst also reviews the daily field reports and site visit records to identify conditions that would affect the collected data. Velocity profiles and the line confirmation data developed by the field personnel are reviewed by the data analyst to identify inconsistencies and verify data integrity. Velocity profiles are reviewed and an average to peak velocity ratio is calculated for the site. This ratio is used in converting the peak velocity measured by the sensor to the average velocity used in the Continuity equation. The data analyst selects which ultrasonic pairs and/or depth sensor entity will be used to calculate the final depth information. Silt levels present at each site visit are reviewed and representative silt levels established. Selections for the above parameters can be constant or can change during the monitoring period. While the data analysis process is described in a linear manner, it often requires an iterative approach to accurately complete. Data Presentation This type of flow monitoring project generates a large volume of data. To facilitate Data Analysis and Presentation Page 7 of 176 review of the data, results have been provided in graphical and tabular formats. The flow data is presented graphically in the form of scattergraphs and hydrographs. The data depicted on the hydrograph is based on hourly averaged data. The table is provided in daily average format. The table shows the flow rate for each day, along with the daily minimum and maximums, the times they were observed, the total daily flow, and total flow for the month (or monitoring period). The following explanation of terms may aid in interpretation of the table and hydrograph. DEPTH - Final calculated depth measurement (in inches) QUANTITY - Final calculated flow rate (in MGD) VELOCITY - Final calculated flow velocity (in feet per second) REPORT TOTAL - Total volume of flow recorded for the indicated time period (in MG) Page 8 of 176 Site 10c-25 functioned under normal conditions during the period Saturday, February 22, 2014 to Sunday, May 11, 2014 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Average flow depth, velocity, and quantity data observed during Saturday, February 22, 2014 to Sunday, May 11, 2014 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 33.0% full at its recorded peak of 2.65 inches and approximately 17.0% full during its recorded average depth of 1.39 inches. Data uptime observed during the Saturday, February 22, 2014 to the Sunday, May 11, 2014 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Depth and Quantity downtime was due to a malfunctioning depth sensor. Site Commentary Site Information 10c-25 Pipe Dimensions 8 " Silt Level 0.00" Overview Observations Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.39 3.86 0.098 Minimum 0.73 0.91 0.022 Maximum 2.65 6.23 0.329 Time of Minimum 3/11/2014 2:35 PM 4/15/2014 3:20 AM 4/15/2014 4:20 AM Time of Maximum 4/15/2014 11:30 AM 2/28/2014 4:05 PM 2/28/2014 4:05 PM Data Quality Percent Uptime Depth (in)97 Velocity (ft/s)100 Quantity (MGD)97 Page 9 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/21/14 JG 10C-25 945 Chestnut Ave under I-5 X Monitor S/N:2892 10C-25 N/A 8.00" 8.00" N/A 72.0" Precast / Good VCP / Good x 2/21/14 @ 1:00 p.m. 1.38" .25 5.00 0.00" Standard installation Ultrasonic Sensor / Velocity Sensor No Evidence of Surcharge RG 1 ADS SiteLocation 8.00" x 8.00"10C-25 Site Map NAccess Map N Planar NCross Section Drive Low depth with Fast velocity Monitor Series:3600 72.0"N/A N/A N/A N/A N/A N/A DNI DNI Sensor Location FlowDir. Page 10 of 176 Page 11 of 176 Page 12 of 176 Page 13 of 176 Page 14 of 176 Page 15 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 23:00 0.87 04:55 1.63 1.28 03:55 1.14 10:40 5.47 3.93 03:55 0.037 09:45 0.176 0.088 0.088 2/23/2014 23:10 0.84 00:15 2.17 1.29 04:40 1.88 10:20 5.62 4.12 23:10 0.050 11:00 0.190 0.096 0.096 2/24/2014 23:15 0.78 05:15 1.71 1.33 04:35 1.21 09:50 5.77 4.13 04:35 0.039 09:50 0.201 0.099 0.099 2/25/2014 22:25 0.83 07:20 1.72 1.27 03:40 1.92 09:50 5.72 4.23 22:25 0.054 09:50 0.197 0.097 0.097 0.11 2/26/2014 21:40 0.83 00:45 1.61 1.28 03:55 1.38 07:35 5.65 4.06 03:55 0.041 10:35 0.177 0.093 0.093 2/27/2014 06:20 0.85 09:55 1.75 1.33 03:50 1.48 09:25 5.77 4.17 03:50 0.046 09:55 0.209 0.101 0.101 0.14 2/28/2014 06:00 0.80 16:05 2.27 1.37 04:00 2.15 16:05 6.23 4.53 06:00 0.050 16:05 0.329 0.119 0.119 1.01 3/1/2014 06:35 0.90 02:00 1.76 1.35 05:00 2.37 11:50 5.89 4.58 06:35 0.058 11:45 0.206 0.116 0.116 0.64 3/2/2014 07:00 0.81 09:30 1.72 1.34 02:45 2.81 10:15 5.67 4.60 07:00 0.049 10:15 0.200 0.116 0.116 0.09 3/3/2014 06:00 0.81 12:10 2.07 1.36 04:10 2.44 12:10 6.14 4.62 06:00 0.052 12:10 0.284 0.120 0.120 0.01 3/4/2014 16:05 0.79 07:30 1.67 1.30 04:00 1.62 07:50 5.69 4.19 16:05 0.050 09:55 0.190 0.098 0.098 3/5/2014 00:10 0.84 10:35 1.74 1.31 04:45 1.88 12:25 5.82 4.23 00:10 0.046 12:25 0.208 0.101 0.101 3/6/2014 16:35 0.79 23:25 2.09 1.37 04:05 1.62 09:50 5.71 4.13 03:15 0.047 09:50 0.220 0.104 0.104 3/7/2014 23:15 0.76 00:15 2.09 1.45 03:55 1.38 07:20 5.65 4.15 23:15 0.043 09:55 0.197 0.108 0.108 3/8/2014 06:55 0.75 09:10 1.61 1.23 03:40 1.99 09:00 5.55 4.14 06:55 0.044 09:10 0.179 0.092 0.092 3/9/2014 00:05 0.83 03:40 1.60 1.30 02:45 1.92 09:30 5.55 4.14 00:05 0.047 19:10 0.174 0.097 0.097 3/10/2014 16:00 0.81 03:55 1.87 1.31 03:10 1.48 08:35 5.76 4.09 16:00 0.048 08:50 0.190 0.095 0.095 3/11/2014 14:35 0.73 03:55 1.74 1.28 02:00 1.25 08:55 5.62 3.92 00:45 0.042 09:25 0.186 0.088 0.088 3/12/2014 13:40 0.95 04:05 1.74 1.38 01:55 1.31 08:50 5.65 3.95 03:05 0.028 06:15 0.170 0.103 0.103 3/13/2014 17:15 0.84 03:05 1.77 1.38 02:55 1.26 10:00 5.72 4.15 03:15 0.039 06:15 0.188 0.106 0.106 3/14/2014 22:15 0.88 04:50 1.74 1.36 04:10 1.55 12:25 5.59 4.06 04:10 0.053 08:45 0.199 0.101 0.101 3/15/2014 15:20 0.84 04:00 1.78 1.35 02:40 1.45 10:05 5.67 3.88 04:15 0.052 10:05 0.182 0.094 0.094 3/16/2014 14:50 0.88 23:50 1.71 1.36 03:30 1.85 10:15 5.59 3.99 00:20 0.051 09:15 0.184 0.098 0.098 3/17/2014 17:35 0.94 09:55 1.99 1.43 02:40 1.23 09:55 6.02 4.08 02:40 0.044 09:55 0.264 0.107 0.107 3/18/2014 16:05 0.76 05:10 1.77 1.37 04:50 1.41 09:55 5.62 4.12 16:05 0.044 07:45 0.185 0.103 0.103 3/19/2014 23:25 0.88 06:00 1.88 1.38 04:25 1.57 11:15 5.57 4.04 23:05 0.052 11:15 0.174 0.100 0.100 3/20/2014 15:55 0.82 23:40 2.09 1.38 04:00 1.30 07:25 5.76 4.01 04:15 0.048 07:25 0.209 0.101 0.101 3/21/2014 18:00 0.97 01:00 2.34 1.59 02:30 1.38 09:50 5.79 3.86 04:35 0.065 06:25 0.230 0.113 0.113 3/22/2014 17:50 0.97 04:35 2.00 1.45 04:20 0.98 12:15 5.30 3.76 04:20 0.037 09:25 0.149 0.098 0.098 3/23/2014 19:10 0.93 04:40 2.02 1.50 03:00 1.38 10:15 5.42 3.83 03:00 0.052 23:10 0.178 0.105 0.105 3/24/2014 14:30 1.04 06:35 2.10 1.51 02:45 1.35 09:50 5.62 4.00 02:45 0.053 06:35 0.203 0.112 0.112 3/25/2014 22:15 1.00 01:50 1.88 1.44 02:20 1.18 09:50 5.57 3.93 02:20 0.043 12:40 0.198 0.103 0.103 3/26/2014 22:45 0.77 01:35 1.89 1.47 02:40 1.18 12:25 5.86 3.96 03:40 0.043 12:25 0.196 0.108 0.108 0.01 3/27/2014 16:40 0.84 02:35 2.03 1.42 03:05 1.48 09:00 5.59 3.99 16:40 0.057 09:00 0.195 0.103 0.103 3/28/2014 21:30 0.75 05:05 1.84 1.36 02:35 1.18 12:00 5.81 3.84 04:10 0.042 09:55 0.207 0.093 0.093 3/29/2014 23:00 0.88 06:00 1.64 1.26 05:25 2.05 10:00 5.32 3.93 23:00 0.052 10:20 0.163 0.088 0.088 3/30/2014 21:55 0.78 02:30 1.63 1.33 05:15 1.01 10:20 5.42 3.80 05:15 0.032 09:15 0.171 0.091 0.091 3/31/2014 23:00 0.75 09:50 1.81 1.31 01:50 1.85 09:50 5.77 4.03 23:00 0.039 09:50 0.222 0.097 0.097 4/1/2014 13:35 0.83 07:50 1.73 1.29 03:10 1.26 07:50 5.59 3.95 03:25 0.034 07:50 0.200 0.092 0.092 0.22 4/2/2014 22:55 0.91 23:25 1.84 1.33 04:00 1.11 10:50 5.54 3.97 04:00 0.035 07:55 0.189 0.096 0.096 0.21 4/3/2014 20:35 0.77 03:00 2.14 1.36 04:40 1.31 09:55 5.79 3.90 04:40 0.042 09:55 0.213 0.096 0.096 4/4/2014 21:40 0.96 05:45 2.15 1.40 04:00 1.21 09:55 5.62 3.90 04:05 0.040 09:50 0.218 0.101 0.101 4/5/2014 23:35 0.90 06:20 2.05 1.29 04:40 1.41 09:15 5.45 3.71 04:25 0.041 09:15 0.189 0.086 0.086 4/6/2014 00:45 0.98 04:40 1.72 1.34 04:40 1.35 09:55 5.22 3.80 04:40 0.048 09:55 0.166 0.092 0.092 4/7/2014 17:35 0.95 22:20 1.73 1.34 03:20 1.14 10:00 5.15 3.69 03:20 0.039 10:10 0.167 0.089 0.089 4/8/2014 16:45 0.89 01:45 1.72 1.36 04:05 1.14 08:55 5.39 3.68 02:55 0.038 09:00 0.171 0.090 0.090 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 10c-25, Pipe Height: 8 in Page 16 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 12:10 0.92 04:50 1.97 1.52 03:00 1.16 21:00 5.12 3.72 03:00 0.039 20:20 0.176 0.107 0.107 4/10/2014 13:50 0.90 01:55 1.97 1.40 02:55 1.18 09:25 5.50 3.63 02:55 0.038 09:30 0.181 0.092 0.092 4/11/2014 19:15 0.87 00:40 2.16 1.46 04:25 1.18 09:30 5.39 3.60 04:25 0.036 09:30 0.231 0.099 0.099 4/12/2014 16:25 0.98 09:55 1.92 1.38 04:20 1.01 10:05 4.98 3.42 04:20 0.027 10:05 0.196 0.086 0.086 4/13/2014 15:10 0.85 05:45 2.02 1.41 04:00 0.98 11:15 5.03 3.44 05:50 0.034 11:25 0.192 0.087 0.087 4/14/2014 07:05 0.97 05:30 2.02 1.46 03:40 1.11 09:25 5.15 3.64 03:40 0.038 09:50 0.198 0.100 0.100 4/15/2014 18:40 0.96 11:30 2.65 1.51 03:20 0.91 09:50 5.20 3.61 04:20 0.022 11:25 0.296 0.110 0.110 4/16/2014 12:05 0.94 16:35 2.04 1.37 04:55 1.11 09:50 5.35 3.61 04:55 0.035 16:35 0.188 0.090 0.090 4/17/2014 14:25 1.02 05:15 2.06 1.45 01:35 1.18 09:50 5.37 3.64 01:20 0.032 07:55 0.209 0.100 0.100 4/18/2014 19:45 1.01 05:35 1.94 1.47 02:55 1.01 14:55 5.42 3.74 02:55 0.036 09:50 0.208 0.102 0.102 4/19/2014 20:40 0.91 11:35 1.86 1.43 03:15 1.55 11:35 5.33 3.61 02:45 0.045 11:35 0.212 0.098 0.098 4/20/2014 17:00 0.98 09:55 1.82 1.40 04:45 1.11 09:55 5.49 3.65 03:40 0.037 09:55 0.211 0.093 0.093 4/21/2014 17:05 1.14 09:45 1.89 1.43 03:35 1.04 10:00 5.25 3.62 04:00 0.030 07:45 0.204 0.098 0.097 4/22/2014 04:25 0.98 09:50 5.18 3.50 4/23/2014 04:35 1.25 07:40 5.05 3.60 4/24/2014 20:40 0.86 04:45 1.88 1.45 03:30 1.01 07:55 5.25 3.62 03:40 0.031 07:55 0.182 0.100 0.100 4/25/2014 16:10 0.86 07:40 1.94 1.44 03:30 1.25 10:00 5.39 3.58 17:10 0.043 07:15 0.218 0.097 0.097 4/26/2014 17:20 0.86 22:15 1.95 1.41 05:20 1.40 10:20 5.08 3.53 17:20 0.050 10:20 0.202 0.091 0.091 0.15 4/27/2014 16:25 0.86 06:35 2.13 1.52 03:25 1.28 14:50 5.15 3.63 03:25 0.054 09:50 0.183 0.101 0.101 4/28/2014 18:05 0.87 22:35 1.98 1.42 04:10 0.98 09:50 5.37 3.75 04:10 0.033 09:50 0.216 0.099 0.099 4/29/2014 18:55 0.89 18:50 2.09 1.48 01:45 1.18 07:30 5.28 3.73 01:45 0.040 07:35 0.211 0.104 0.104 4/30/2014 22:05 0.87 07:20 1.85 1.36 04:00 1.09 07:20 5.33 3.69 04:00 0.036 07:20 0.211 0.091 0.091 5/1/2014 18:55 0.85 09:55 1.93 1.37 02:00 1.25 09:50 5.39 3.76 17:15 0.041 09:55 0.224 0.095 0.095 5/2/2014 20:25 0.86 07:30 2.00 1.34 04:05 1.21 12:45 5.13 3.67 04:05 0.040 09:50 0.225 0.090 0.090 5/3/2014 20:10 0.86 03:55 1.89 1.34 03:20 1.38 09:50 4.85 3.59 16:15 0.048 09:50 0.154 0.087 0.087 5/4/2014 08:05 0.86 03:40 1.95 1.42 04:10 1.04 11:05 5.10 3.56 04:10 0.038 11:05 0.167 0.092 0.092 5/5/2014 17:05 0.85 09:55 1.88 1.30 04:00 1.19 09:50 5.45 3.63 04:00 0.038 09:55 0.219 0.084 0.084 5/6/2014 13:05 0.86 23:50 2.22 1.39 02:15 0.98 07:15 5.42 3.38 02:15 0.035 09:50 0.229 0.084 0.084 5/7/2014 21:15 0.85 00:00 2.23 1.46 01:30 1.31 07:35 5.40 3.62 22:25 0.050 09:50 0.237 0.096 0.096 5/8/2014 12:20 0.88 05:45 2.21 1.53 03:30 1.35 09:55 5.45 3.68 17:15 0.046 09:50 0.231 0.104 0.104 5/9/2014 11:55 1.00 00:10 2.04 1.49 03:55 1.01 09:55 5.35 3.57 03:55 0.038 09:55 0.217 0.098 0.098 5/10/2014 20:25 0.86 06:50 2.12 1.48 04:50 1.14 09:00 5.18 3.56 02:40 0.047 09:15 0.186 0.095 0.095 5/11/2014 22:15 0.88 10:15 1.98 1.38 03:50 1.33 09:15 5.28 3.71 00:30 0.036 10:15 0.225 0.095 0.094 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.39 3.86 7.552 0.098 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 17 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.45 2.78 0.078 1.59 3.09 0.098 1.45 2.91 0.081 1.33 3.53 0.086 1.44 2.80 0.077 1.44 2.84 0.078 1.28 3.40 0.078 0.02 01:00 1.46 2.55 0.071 1.39 2.74 0.072 1.56 2.43 0.075 1.42 2.97 0.080 1.43 2.27 0.062 1.57 2.14 0.067 1.37 2.42 0.062 0.01 02:00 1.56 2.15 0.066 1.44 2.88 0.080 1.63 1.89 0.063 1.46 2.53 0.071 1.45 1.98 0.055 1.59 1.94 0.062 1.36 2.47 0.063 0.03 03:00 1.58 1.49 0.047 1.45 2.55 0.071 1.63 1.44 0.048 1.53 2.33 0.070 1.49 1.73 0.050 1.57 1.81 0.056 1.40 2.48 0.066 0.02 04:00 1.60 1.71 0.055 1.51 2.31 0.068 1.64 1.53 0.051 1.48 2.33 0.067 1.47 1.91 0.054 1.53 2.00 0.060 0.04 1.29 3.36 0.078 0.15 05:00 1.57 1.86 0.058 1.50 2.31 0.068 1.57 2.44 0.076 1.42 2.87 0.077 1.41 2.51 0.066 1.43 2.74 0.074 0.03 1.12 4.34 0.084 0.06 06:00 1.51 2.88 0.085 1.43 2.94 0.080 1.33 4.50 0.111 1.35 4.42 0.113 1.31 4.55 0.111 1.26 4.49 0.103 0.01 1.17 4.64 0.097 0.01 07:00 1.14 4.49 0.090 1.08 4.11 0.074 1.49 5.34 0.157 1.48 5.28 0.153 1.47 5.23 0.149 1.44 5.16 0.143 0.01 1.54 5.37 0.164 0.01 08:00 1.33 4.90 0.122 1.32 4.96 0.123 1.46 5.25 0.149 1.34 4.89 0.123 1.41 5.14 0.138 1.27 4.78 0.110 0.01 1.47 5.16 0.148 0.02 09:00 1.43 5.13 0.141 1.51 5.31 0.157 1.53 5.38 0.162 1.40 5.13 0.137 1.33 4.97 0.123 1.52 5.37 0.162 0.02 1.62 5.52 0.181 10:00 1.44 5.22 0.145 1.51 5.34 0.159 1.43 5.11 0.140 1.31 4.87 0.118 0.09 1.42 5.17 0.141 1.38 5.00 0.130 0.01 1.45 5.13 0.144 0.03 11:00 1.39 5.06 0.133 1.54 5.46 0.167 1.22 4.87 0.107 1.39 5.05 0.132 0.02 1.22 4.77 0.104 1.35 4.95 0.124 1.65 5.51 0.186 0.18 12:00 1.18 4.68 0.098 1.28 4.88 0.115 1.51 5.33 0.157 1.31 4.97 0.121 1.35 5.00 0.127 1.45 5.16 0.145 1.73 5.71 0.205 0.20 13:00 1.16 4.88 0.100 1.13 4.64 0.090 1.24 4.77 0.107 1.13 4.66 0.092 1.24 4.76 0.106 1.33 4.94 0.122 1.43 4.99 0.137 14:00 1.08 4.63 0.086 1.09 4.68 0.088 1.24 4.99 0.111 1.18 4.75 0.099 1.22 4.81 0.105 1.16 4.71 0.097 1.37 5.01 0.129 15:00 1.08 4.73 0.087 1.04 4.69 0.082 1.11 4.68 0.089 1.25 4.88 0.110 1.04 4.36 0.077 1.13 4.59 0.090 1.39 4.93 0.130 0.15 16:00 1.05 4.58 0.080 1.04 4.53 0.078 1.04 4.56 0.078 1.07 4.56 0.082 1.06 4.43 0.079 1.12 4.63 0.090 1.63 5.42 0.185 0.01 17:00 1.08 4.35 0.079 1.07 4.63 0.084 1.08 4.54 0.083 1.01 4.49 0.074 1.07 4.46 0.081 1.16 4.65 0.094 1.42 5.03 0.137 0.03 18:00 1.04 4.48 0.078 1.09 4.70 0.088 1.10 4.62 0.089 1.12 4.65 0.090 1.11 4.60 0.088 1.22 4.79 0.104 1.31 4.81 0.116 19:00 1.09 4.61 0.086 1.32 4.92 0.120 1.24 4.81 0.107 1.18 4.74 0.099 1.23 4.72 0.105 1.32 4.94 0.121 1.38 4.95 0.130 20:00 1.10 4.61 0.087 1.15 4.75 0.095 1.23 4.78 0.106 1.15 4.72 0.095 1.25 4.83 0.110 1.29 4.88 0.115 1.27 4.76 0.110 21:00 1.06 4.37 0.077 1.09 4.73 0.088 1.12 4.59 0.088 1.13 4.56 0.089 1.02 4.47 0.076 1.26 4.92 0.112 1.06 4.42 0.079 0.02 22:00 1.12 4.30 0.083 1.07 4.26 0.076 1.02 4.33 0.072 0.98 4.29 0.068 1.03 4.23 0.072 1.06 4.48 0.079 1.07 4.42 0.080 0.03 23:00 1.23 3.84 0.083 1.28 3.54 0.081 1.06 4.08 0.073 1.14 3.96 0.077 1.16 3.83 0.076 1.07 4.22 0.076 0.01 0.98 4.39 0.069 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.28 23:00 0.87 04:55 1.63 3.93 03:55 1.14 10:40 5.47 0.088 0.088 03:55 0.037 09:45 0.176 1.29 23:10 0.84 00:15 2.17 4.12 04:40 1.88 10:20 5.62 0.096 0.096 23:10 0.050 11:00 0.190 1.33 23:15 0.78 05:15 1.71 4.13 04:35 1.21 09:50 5.77 0.099 0.099 04:35 0.039 09:50 0.201 1.27 22:25 0.83 07:20 1.72 4.23 03:40 1.92 09:50 5.72 0.097 0.097 22:25 0.054 09:50 0.197 0.11 1.28 21:40 0.83 00:45 1.61 4.06 03:55 1.38 07:35 5.65 0.093 0.093 03:55 0.041 10:35 0.177 1.33 06:20 0.85 09:55 1.75 4.17 03:50 1.48 09:25 5.77 0.101 0.101 03:50 0.046 09:55 0.209 0.14 1.37 06:00 0.80 16:05 2.27 4.53 04:00 2.15 16:05 6.23 0.119 0.119 06:00 0.050 16:05 0.329 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.31 4.17 0.693 0.099 1.26 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 18 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.22 4.33 0.095 0.32 1.12 3.91 0.075 1.22 3.99 0.086 1.38 2.97 0.077 1.29 3.29 0.077 1.50 2.50 0.073 2.03 2.57 0.116 01:00 1.34 4.06 0.101 0.12 1.41 3.56 0.095 1.35 3.86 0.096 1.43 2.29 0.062 1.42 2.72 0.073 1.52 2.13 0.063 1.95 2.30 0.098 02:00 1.65 3.42 0.115 1.20 3.77 0.080 1.42 3.46 0.093 1.47 2.18 0.062 1.48 2.39 0.068 1.58 2.23 0.070 1.96 2.08 0.089 03:00 1.37 3.55 0.091 1.34 3.66 0.090 1.48 2.99 0.086 1.50 2.15 0.063 1.53 2.23 0.067 1.54 2.03 0.061 1.92 2.05 0.086 04:00 1.42 3.25 0.088 1.34 3.78 0.093 1.40 3.20 0.085 1.54 1.92 0.058 1.53 2.12 0.064 1.55 1.94 0.060 1.90 1.80 0.074 05:00 1.42 3.25 0.087 1.42 3.53 0.095 0.01 1.21 3.70 0.078 1.37 2.72 0.067 1.46 2.69 0.076 1.50 2.45 0.071 1.98 2.38 0.104 06:00 1.13 3.98 0.078 0.01 1.15 3.88 0.077 1.29 4.94 0.121 1.16 4.71 0.098 1.20 4.69 0.103 1.30 4.66 0.112 1.63 4.22 0.133 07:00 1.14 4.52 0.090 1.05 4.34 0.077 0.02 1.59 5.50 0.176 1.49 5.32 0.155 1.51 5.40 0.160 1.56 5.46 0.170 1.48 5.41 0.156 08:00 1.44 5.13 0.143 1.42 5.07 0.138 1.56 5.46 0.169 0.01 1.40 5.09 0.135 1.40 5.20 0.139 1.34 4.90 0.123 1.37 5.21 0.135 09:00 1.53 5.34 0.162 0.03 1.57 5.39 0.169 0.04 1.60 5.56 0.180 1.45 5.25 0.148 1.39 5.09 0.134 1.48 5.21 0.151 1.46 5.27 0.149 10:00 1.60 5.51 0.178 0.02 1.62 5.46 0.179 0.02 1.54 5.37 0.163 1.41 5.14 0.138 1.47 5.25 0.150 1.37 5.06 0.132 1.43 5.21 0.144 11:00 1.60 5.52 0.178 1.48 5.22 0.151 1.47 5.24 0.150 1.42 5.09 0.139 1.36 5.07 0.129 1.37 5.23 0.136 1.41 5.18 0.139 12:00 1.47 5.32 0.152 1.50 5.24 0.154 1.63 5.47 0.183 1.40 5.08 0.136 1.41 5.17 0.141 1.35 4.99 0.126 1.38 5.19 0.135 13:00 1.32 4.96 0.122 1.36 4.93 0.125 1.31 4.85 0.117 1.20 4.74 0.101 1.32 4.84 0.119 1.28 4.82 0.113 1.31 5.02 0.122 14:00 1.37 5.07 0.131 1.37 4.93 0.127 1.34 4.96 0.124 1.11 4.60 0.088 1.21 4.61 0.099 1.22 4.76 0.105 1.15 4.81 0.096 15:00 1.32 4.97 0.122 1.16 4.62 0.094 1.32 4.80 0.117 1.13 4.68 0.092 1.15 4.64 0.094 1.18 4.72 0.099 1.19 4.80 0.103 16:00 1.33 4.93 0.121 0.03 1.35 4.84 0.123 1.23 4.75 0.104 1.02 4.51 0.076 1.10 4.57 0.086 0.98 4.58 0.072 1.14 4.77 0.095 17:00 1.35 4.94 0.124 0.08 1.41 5.05 0.136 1.28 4.95 0.116 1.08 4.56 0.083 1.11 4.45 0.085 1.11 4.62 0.088 1.20 4.72 0.100 18:00 1.35 4.88 0.124 0.01 1.42 5.00 0.136 1.36 5.05 0.129 1.22 4.75 0.104 1.12 4.56 0.088 1.23 4.83 0.106 1.16 4.70 0.096 19:00 1.29 4.85 0.115 1.42 5.10 0.139 1.41 5.09 0.137 1.28 4.85 0.113 1.34 4.92 0.124 1.21 4.71 0.102 1.18 4.66 0.097 20:00 1.18 4.68 0.097 0.02 1.41 5.06 0.136 1.28 4.79 0.112 1.27 4.77 0.110 1.13 4.57 0.090 1.26 4.86 0.111 1.11 4.63 0.088 21:00 1.18 4.66 0.097 1.35 4.98 0.125 1.14 4.62 0.092 1.21 4.70 0.101 1.24 4.77 0.107 1.14 4.61 0.092 1.13 4.64 0.091 22:00 1.09 4.31 0.079 1.18 4.68 0.098 1.06 4.51 0.080 1.07 4.48 0.081 1.07 4.46 0.081 1.31 4.48 0.108 1.07 4.38 0.079 23:00 1.20 4.35 0.093 1.06 4.36 0.077 1.21 3.67 0.078 1.11 4.00 0.075 1.20 3.95 0.082 1.91 3.40 0.140 1.18 3.67 0.074 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.35 06:35 0.90 02:00 1.76 4.58 05:00 2.37 11:50 5.89 0.116 0.116 06:35 0.058 11:45 0.206 0.64 1.34 07:00 0.81 09:30 1.72 4.60 02:45 2.81 10:15 5.67 0.116 0.116 07:00 0.049 10:15 0.200 0.09 1.36 06:00 0.81 12:10 2.07 4.62 04:10 2.44 12:10 6.14 0.120 0.120 06:00 0.052 12:10 0.284 0.01 1.30 16:05 0.79 07:30 1.67 4.19 04:00 1.62 07:50 5.69 0.098 0.098 16:05 0.050 09:55 0.190 1.31 00:10 0.84 10:35 1.74 4.23 04:45 1.88 12:25 5.82 0.101 0.101 00:10 0.046 12:25 0.208 1.37 16:35 0.79 23:25 2.09 4.13 04:05 1.62 09:50 5.71 0.104 0.104 03:15 0.047 09:50 0.220 1.45 23:15 0.76 00:15 2.09 4.15 03:55 1.38 07:20 5.65 0.108 0.108 23:15 0.043 09:55 0.197 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.35 4.36 0.764 0.109 0.74 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 19 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.31 3.24 0.077 1.07 3.82 0.069 1.51 2.62 0.078 1.48 2.20 0.063 1.42 2.03 0.055 1.61 1.93 0.062 1.49 3.04 0.088 01:00 1.32 2.47 0.060 1.41 3.10 0.083 1.57 2.35 0.073 1.60 1.78 0.057 1.42 1.68 0.045 1.58 2.26 0.071 1.59 2.18 0.069 02:00 1.29 2.34 0.055 1.47 2.36 0.067 1.68 2.03 0.070 1.62 1.71 0.056 1.33 1.76 0.044 1.57 1.98 0.062 1.65 1.98 0.066 03:00 1.29 2.16 0.051 1.48 2.24 0.064 1.74 1.98 0.072 1.63 1.82 0.060 1.18 1.79 0.037 1.59 1.60 0.051 1.64 2.08 0.069 04:00 1.31 2.30 0.056 1.52 2.17 0.065 1.70 2.78 0.097 1.50 2.50 0.072 1.55 2.11 0.064 1.49 2.24 0.065 1.67 1.75 0.060 05:00 1.32 2.29 0.056 1.40 2.58 0.069 1.24 3.89 0.085 1.15 4.25 0.084 1.47 4.02 0.115 1.57 4.07 0.128 1.60 2.09 0.066 06:00 1.07 3.66 0.064 1.37 3.23 0.083 1.36 5.21 0.134 1.34 5.25 0.130 1.51 5.24 0.155 1.56 5.25 0.162 1.27 3.99 0.089 07:00 1.07 4.61 0.084 1.23 4.75 0.106 1.32 5.18 0.127 1.24 5.04 0.112 1.31 4.99 0.120 1.50 4.98 0.147 1.49 5.22 0.151 08:00 1.36 5.06 0.130 1.33 4.97 0.124 1.42 5.24 0.143 1.32 5.17 0.126 1.41 5.07 0.136 1.51 5.20 0.154 1.54 5.25 0.160 09:00 1.44 5.28 0.146 1.43 5.24 0.143 1.31 5.02 0.123 1.47 5.09 0.146 1.39 4.98 0.131 1.46 5.67 0.160 1.47 5.09 0.145 10:00 1.39 5.16 0.136 1.37 5.10 0.131 1.34 5.13 0.128 1.16 4.83 0.098 1.50 5.03 0.147 1.45 5.19 0.147 1.46 5.05 0.142 11:00 1.28 5.05 0.118 1.34 5.12 0.128 1.40 5.21 0.139 1.26 4.91 0.112 1.45 5.00 0.139 1.43 5.12 0.140 1.43 5.02 0.138 12:00 1.24 4.91 0.110 1.23 4.84 0.106 1.21 4.94 0.106 1.31 4.55 0.111 1.38 4.69 0.122 1.43 5.06 0.139 1.45 5.08 0.143 13:00 1.26 4.95 0.113 1.16 4.66 0.094 1.11 4.64 0.088 1.20 4.45 0.095 1.19 4.67 0.098 1.22 4.68 0.102 1.28 4.77 0.111 14:00 1.22 4.87 0.106 1.14 4.62 0.091 1.10 4.58 0.086 0.98 4.25 0.067 1.15 4.51 0.090 1.21 4.62 0.100 1.19 4.64 0.097 15:00 1.18 4.84 0.101 1.10 4.56 0.085 1.06 4.44 0.079 1.08 4.10 0.075 1.29 3.64 0.085 1.21 4.60 0.100 1.15 4.54 0.091 16:00 1.25 4.87 0.110 1.11 4.64 0.089 1.06 4.08 0.073 1.03 4.11 0.069 1.39 4.40 0.115 1.08 4.12 0.075 1.09 4.45 0.083 17:00 1.20 4.81 0.102 1.18 4.82 0.100 1.07 4.59 0.084 0.97 4.50 0.071 1.46 4.28 0.121 1.15 4.16 0.083 1.24 4.68 0.105 18:00 1.27 4.86 0.113 1.19 4.78 0.100 1.15 4.81 0.097 1.18 4.71 0.097 1.40 4.73 0.125 1.13 4.48 0.088 1.10 4.43 0.083 19:00 1.13 4.65 0.091 1.29 5.10 0.121 1.18 4.82 0.100 1.16 4.75 0.096 1.39 4.91 0.130 1.30 4.78 0.116 1.22 4.66 0.102 20:00 1.10 4.52 0.084 1.21 4.87 0.105 1.11 4.58 0.088 1.06 4.48 0.080 1.34 4.67 0.117 1.29 4.75 0.113 1.23 4.65 0.102 21:00 1.11 4.38 0.083 1.26 4.38 0.100 1.08 4.25 0.077 1.10 4.26 0.079 1.35 4.29 0.108 1.25 4.72 0.108 1.18 4.52 0.095 22:00 1.06 4.07 0.072 1.37 4.00 0.103 1.26 3.42 0.078 1.36 2.99 0.075 1.38 3.52 0.092 1.18 4.28 0.089 1.10 4.16 0.078 23:00 1.15 3.97 0.080 1.47 3.44 0.097 1.39 2.46 0.065 1.44 2.46 0.068 1.49 2.81 0.081 1.27 3.91 0.089 1.15 4.11 0.082 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.23 06:55 0.75 09:10 1.61 4.14 03:40 1.99 09:00 5.55 0.092 0.092 06:55 0.044 09:10 0.179 1.30 00:05 0.83 03:40 1.60 4.14 02:45 1.92 09:30 5.55 0.097 0.097 00:05 0.047 19:10 0.174 1.31 16:00 0.81 03:55 1.87 4.09 03:10 1.48 08:35 5.76 0.095 0.095 16:00 0.048 08:50 0.190 1.28 14:35 0.73 03:55 1.74 3.92 02:00 1.25 08:55 5.62 0.088 0.088 00:45 0.042 09:25 0.186 1.38 13:40 0.95 04:05 1.74 3.95 01:55 1.31 08:50 5.65 0.103 0.103 03:05 0.028 06:15 0.170 1.38 17:15 0.84 03:05 1.77 4.15 02:55 1.26 10:00 5.72 0.106 0.106 03:15 0.039 06:15 0.188 1.36 22:15 0.88 04:50 1.74 4.06 04:10 1.55 12:25 5.59 0.101 0.101 04:10 0.053 08:45 0.199 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.32 4.07 0.681 0.097 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 20 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.38 3.28 0.084 1.34 3.34 0.081 1.67 2.64 0.089 1.52 3.32 0.098 1.66 2.42 0.082 1.48 2.52 0.073 2.09 2.22 0.104 01:00 1.62 2.04 0.067 1.52 2.35 0.070 1.80 2.23 0.084 1.65 2.33 0.078 1.73 2.21 0.079 1.49 2.27 0.066 2.24 1.92 0.100 02:00 1.69 1.89 0.066 1.58 2.31 0.073 1.81 1.77 0.068 1.66 2.37 0.080 1.79 2.06 0.078 1.67 1.79 0.061 2.20 1.76 0.089 03:00 1.69 1.85 0.064 1.58 2.18 0.069 1.82 1.87 0.072 1.69 1.68 0.059 1.77 2.12 0.078 1.69 2.00 0.069 2.16 1.94 0.095 04:00 1.71 1.86 0.066 1.63 2.14 0.070 1.80 1.68 0.064 1.70 1.85 0.065 1.76 2.00 0.074 1.75 1.61 0.059 2.16 1.89 0.093 05:00 1.69 2.02 0.070 1.63 2.15 0.071 1.79 2.59 0.097 1.64 2.75 0.090 1.75 2.43 0.088 1.69 2.08 0.072 2.14 2.20 0.106 06:00 1.67 2.28 0.078 1.58 2.27 0.072 1.31 4.46 0.108 1.29 4.19 0.098 1.21 4.18 0.089 1.31 4.15 0.098 1.64 3.67 0.119 07:00 1.38 3.46 0.085 1.31 3.40 0.077 1.52 5.27 0.158 1.46 5.20 0.148 1.44 5.17 0.143 1.51 5.33 0.158 1.48 5.21 0.150 08:00 1.29 4.81 0.114 1.37 4.99 0.128 1.37 4.96 0.128 1.36 5.02 0.128 1.35 4.98 0.125 1.38 5.05 0.132 1.42 5.09 0.138 09:00 1.47 5.08 0.145 1.48 5.18 0.149 1.59 5.31 0.171 1.54 5.35 0.164 1.43 5.14 0.141 1.51 5.29 0.157 1.46 5.17 0.147 10:00 1.47 5.26 0.150 1.49 5.27 0.154 1.49 5.16 0.151 1.45 5.25 0.146 1.40 5.05 0.134 1.45 5.31 0.148 1.47 5.27 0.151 11:00 1.50 5.22 0.153 1.42 5.10 0.139 1.38 4.94 0.129 1.44 5.15 0.142 1.39 5.06 0.134 1.44 5.24 0.145 1.42 4.98 0.135 12:00 1.38 5.00 0.130 1.29 4.85 0.115 1.46 5.05 0.144 1.27 4.86 0.114 1.32 4.96 0.121 1.37 5.17 0.133 1.28 4.82 0.113 13:00 1.15 4.57 0.092 1.09 4.45 0.083 1.26 4.73 0.108 1.29 4.77 0.113 1.24 4.73 0.106 1.26 4.69 0.108 1.26 4.60 0.105 14:00 1.27 4.68 0.108 1.09 4.55 0.085 1.32 4.76 0.117 1.23 4.70 0.104 1.11 4.41 0.084 1.15 4.43 0.089 1.23 4.62 0.102 15:00 1.14 4.70 0.093 1.08 4.54 0.083 1.21 4.63 0.101 1.21 4.55 0.098 1.10 4.41 0.083 1.09 4.46 0.082 1.31 4.26 0.103 16:00 1.12 4.37 0.084 1.13 4.61 0.091 1.09 4.38 0.081 1.07 4.17 0.076 1.16 4.36 0.089 1.11 4.21 0.079 1.32 4.13 0.101 17:00 1.11 4.39 0.083 1.18 4.63 0.096 1.08 4.42 0.082 1.09 4.52 0.083 1.07 4.31 0.077 1.08 4.43 0.081 1.36 4.29 0.108 18:00 1.20 4.66 0.099 1.30 4.88 0.117 1.22 4.65 0.101 1.17 4.59 0.094 1.10 4.60 0.087 1.14 4.52 0.090 1.13 4.27 0.084 19:00 1.16 4.54 0.092 1.26 4.77 0.110 1.28 4.72 0.110 1.15 4.66 0.095 1.29 4.88 0.117 1.18 4.63 0.096 1.19 4.51 0.094 20:00 1.15 4.47 0.091 1.37 4.99 0.128 1.33 4.93 0.123 1.35 5.06 0.128 1.26 4.85 0.111 1.20 4.49 0.095 1.33 4.31 0.106 21:00 1.10 4.34 0.082 1.26 4.75 0.108 1.24 4.72 0.106 1.25 4.73 0.107 1.28 4.83 0.113 1.10 4.62 0.086 1.40 4.23 0.110 22:00 1.08 4.35 0.079 1.16 4.44 0.090 1.13 4.32 0.084 1.08 4.27 0.079 1.06 4.16 0.074 1.26 4.43 0.099 1.66 3.96 0.135 23:00 1.08 4.03 0.074 1.41 3.67 0.097 1.30 3.82 0.090 1.20 3.67 0.076 1.35 3.60 0.091 1.91 3.45 0.143 1.72 3.43 0.123 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.35 15:20 0.84 04:00 1.78 3.88 02:40 1.45 10:05 5.67 0.094 0.094 04:15 0.052 10:05 0.182 1.36 14:50 0.88 23:50 1.71 3.99 03:30 1.85 10:15 5.59 0.098 0.098 00:20 0.051 09:15 0.184 1.43 17:35 0.94 09:55 1.99 4.08 02:40 1.23 09:55 6.02 0.107 0.107 02:40 0.044 09:55 0.264 1.37 16:05 0.76 05:10 1.77 4.12 04:50 1.41 09:55 5.62 0.103 0.103 16:05 0.044 07:45 0.185 1.38 23:25 0.88 06:00 1.88 4.04 04:25 1.57 11:15 5.57 0.100 0.100 23:05 0.052 11:15 0.174 1.38 15:55 0.82 23:40 2.09 4.01 04:00 1.30 07:25 5.76 0.101 0.101 04:15 0.048 07:25 0.209 1.59 18:00 0.97 01:00 2.34 3.86 02:30 1.38 09:50 5.79 0.113 0.113 04:35 0.065 06:25 0.230 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.41 4.00 0.715 0.102 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 21 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.72 3.21 0.114 1.87 2.96 0.119 1.92 2.75 0.114 1.78 2.31 0.086 1.80 2.78 0.105 1.87 2.21 0.088 1.62 2.57 0.083 01:00 1.82 2.15 0.083 1.83 2.20 0.085 1.93 2.36 0.100 1.79 1.86 0.070 1.78 2.11 0.079 1.88 2.51 0.102 1.75 1.70 0.062 02:00 1.81 1.81 0.070 1.82 1.97 0.076 1.91 1.85 0.077 1.74 1.48 0.054 1.81 1.68 0.065 1.91 2.30 0.095 1.74 1.59 0.058 03:00 1.79 1.57 0.059 1.86 1.71 0.068 1.91 1.81 0.075 1.75 1.73 0.063 1.72 1.56 0.055 1.86 1.77 0.071 1.71 1.54 0.054 04:00 1.82 1.44 0.056 1.85 2.11 0.084 1.87 1.78 0.071 1.73 1.73 0.062 1.75 1.50 0.055 0.01 1.90 2.15 0.088 1.70 1.42 0.050 05:00 1.84 1.72 0.068 1.88 1.79 0.073 1.89 2.58 0.105 1.75 2.61 0.095 1.70 2.66 0.091 1.87 2.87 0.115 1.75 2.35 0.085 06:00 1.86 2.29 0.091 1.87 2.53 0.102 1.80 4.30 0.161 1.45 4.12 0.112 1.33 4.17 0.101 1.31 4.33 0.102 1.34 4.10 0.101 07:00 1.61 3.50 0.112 1.81 3.16 0.120 1.42 5.14 0.140 1.41 4.91 0.132 1.50 5.08 0.149 1.49 5.14 0.150 1.53 5.14 0.156 08:00 1.28 4.61 0.107 1.28 4.65 0.109 1.45 4.87 0.136 1.31 4.66 0.113 1.44 4.90 0.136 1.46 5.05 0.143 1.43 4.96 0.137 09:00 1.38 4.85 0.127 1.42 5.04 0.136 1.43 5.16 0.141 1.43 4.88 0.135 1.48 5.00 0.144 1.47 5.14 0.148 1.53 5.22 0.158 10:00 1.28 4.84 0.113 1.48 5.05 0.146 1.36 4.94 0.127 1.40 4.87 0.129 1.52 5.11 0.153 1.42 4.96 0.134 1.41 4.87 0.131 11:00 1.29 4.70 0.111 1.40 5.03 0.134 1.41 4.90 0.131 1.38 4.83 0.126 1.42 4.85 0.131 1.40 4.90 0.130 1.37 4.84 0.125 12:00 1.29 4.86 0.114 1.24 4.64 0.104 1.46 5.06 0.143 1.45 5.05 0.143 1.45 4.93 0.139 1.40 4.94 0.131 1.43 5.01 0.139 13:00 1.21 4.77 0.102 1.26 4.38 0.101 1.26 4.51 0.102 1.27 4.68 0.108 1.34 4.78 0.119 1.21 4.54 0.098 1.22 4.47 0.098 14:00 1.26 4.51 0.103 1.30 4.35 0.104 1.19 4.59 0.097 1.36 4.63 0.118 1.27 4.64 0.107 1.20 4.43 0.095 1.08 4.26 0.078 15:00 1.18 4.35 0.089 1.31 4.43 0.108 1.31 4.41 0.106 1.25 4.65 0.105 1.27 4.57 0.105 1.10 4.23 0.080 1.09 4.38 0.081 16:00 1.30 4.63 0.111 1.19 4.88 0.103 1.30 4.36 0.104 1.25 4.52 0.103 1.30 4.25 0.102 1.09 4.29 0.080 1.15 4.32 0.086 17:00 1.19 4.59 0.098 1.17 4.50 0.093 1.31 4.09 0.099 1.18 4.30 0.089 1.36 4.21 0.105 1.10 4.19 0.079 1.07 4.31 0.078 18:00 1.27 4.59 0.106 1.24 4.81 0.107 1.26 4.54 0.103 1.18 4.40 0.092 1.25 4.53 0.102 1.21 4.44 0.097 1.08 4.38 0.080 19:00 1.31 4.65 0.113 1.12 4.79 0.093 1.31 4.76 0.115 1.29 4.72 0.111 1.27 4.64 0.108 1.18 4.53 0.094 1.18 4.41 0.091 20:00 1.24 4.54 0.102 1.21 4.86 0.105 1.32 4.86 0.119 1.26 4.78 0.109 1.36 4.72 0.121 1.24 4.51 0.101 1.09 4.30 0.079 21:00 1.27 4.25 0.098 1.27 4.78 0.111 1.23 4.53 0.100 1.35 4.86 0.124 1.26 4.61 0.106 1.16 4.35 0.089 1.11 4.12 0.079 22:00 1.24 4.16 0.093 1.41 3.87 0.099 1.31 4.18 0.099 1.32 4.03 0.097 1.14 4.34 0.086 1.13 4.08 0.079 1.05 4.16 0.073 23:00 1.56 3.56 0.109 1.87 3.36 0.135 1.59 3.63 0.114 1.46 3.76 0.105 1.68 3.40 0.116 1.20 3.79 0.080 1.16 3.64 0.073 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.45 17:50 0.97 04:35 2.00 3.76 04:20 0.98 12:15 5.30 0.098 0.098 04:20 0.037 09:25 0.149 1.50 19:10 0.93 04:40 2.02 3.83 03:00 1.38 10:15 5.42 0.105 0.105 03:00 0.052 23:10 0.178 1.51 14:30 1.04 06:35 2.10 4.00 02:45 1.35 09:50 5.62 0.112 0.112 02:45 0.053 06:35 0.203 1.44 22:15 1.00 01:50 1.88 3.93 02:20 1.18 09:50 5.57 0.103 0.103 02:20 0.043 12:40 0.198 1.47 22:45 0.77 01:35 1.89 3.96 02:40 1.18 12:25 5.86 0.108 0.108 03:40 0.043 12:25 0.196 0.01 1.42 16:40 0.84 02:35 2.03 3.99 03:05 1.48 09:00 5.59 0.103 0.103 16:40 0.057 09:00 0.195 1.36 21:30 0.75 05:05 1.84 3.84 02:35 1.18 12:00 5.81 0.093 0.093 04:10 0.042 09:55 0.207 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.45 3.90 0.721 0.103 0.01 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 22 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.30 3.27 0.076 1.26 3.49 0.078 1.42 3.06 0.083 1.39 2.54 0.066 1.38 2.66 0.069 0.13 1.59 2.42 0.078 1.56 3.05 0.094 01:00 1.43 2.59 0.071 1.50 2.53 0.074 1.48 2.44 0.070 1.41 2.00 0.054 1.35 2.64 0.066 0.03 1.68 1.93 0.066 1.64 2.14 0.071 02:00 1.43 2.55 0.070 1.52 2.19 0.065 1.48 2.16 0.062 1.41 1.94 0.052 1.45 2.48 0.069 1.81 1.76 0.068 1.64 1.69 0.056 03:00 1.46 2.62 0.073 1.58 1.44 0.045 1.49 2.06 0.060 1.46 1.55 0.044 1.54 1.96 0.059 0.01 1.70 1.89 0.067 1.63 1.44 0.047 04:00 1.48 2.55 0.073 1.56 1.50 0.046 1.43 2.72 0.074 1.46 1.74 0.049 1.55 1.73 0.053 0.01 1.69 1.78 0.062 1.74 1.64 0.059 05:00 1.51 2.61 0.077 1.56 1.49 0.046 1.38 3.14 0.080 1.42 2.60 0.071 0.04 1.45 2.58 0.072 1.67 2.15 0.073 1.99 2.16 0.094 06:00 1.47 3.09 0.087 1.50 2.70 0.079 1.20 4.25 0.090 1.23 4.56 0.100 0.14 1.23 3.95 0.086 0.03 1.37 3.99 0.099 1.33 4.23 0.105 07:00 1.21 4.21 0.090 1.30 3.36 0.079 1.51 5.14 0.153 1.52 5.29 0.158 0.01 1.42 5.00 0.137 1.51 5.20 0.155 1.52 5.13 0.153 08:00 1.26 4.70 0.107 1.14 4.39 0.088 1.47 4.97 0.142 1.43 4.91 0.134 1.42 4.95 0.134 1.48 4.97 0.143 1.55 5.08 0.156 09:00 1.36 4.82 0.124 1.41 4.94 0.133 1.55 5.20 0.161 1.49 5.05 0.147 1.53 4.94 0.149 1.53 5.18 0.158 1.54 5.05 0.155 10:00 1.38 4.91 0.129 1.43 4.94 0.136 1.44 4.86 0.135 1.41 4.99 0.135 1.38 4.93 0.129 1.46 4.91 0.139 1.49 5.01 0.146 11:00 1.23 4.57 0.102 1.28 4.65 0.110 1.32 4.68 0.115 1.32 4.84 0.119 1.17 4.85 0.100 1.30 4.73 0.113 1.55 5.00 0.154 12:00 1.29 4.65 0.110 1.32 4.72 0.115 1.40 4.83 0.129 1.38 4.89 0.128 1.30 4.83 0.117 1.38 4.90 0.129 1.52 4.98 0.150 13:00 1.26 4.66 0.107 1.23 4.55 0.102 1.23 4.58 0.102 1.19 4.56 0.099 1.31 4.86 0.118 1.19 4.46 0.094 1.23 4.53 0.101 14:00 1.13 4.32 0.084 1.20 4.53 0.098 1.13 4.35 0.086 1.20 4.65 0.099 1.10 4.47 0.084 1.11 4.29 0.081 1.23 4.54 0.101 15:00 1.18 4.41 0.092 1.13 4.26 0.083 1.13 4.25 0.084 1.14 4.38 0.086 1.22 4.59 0.100 1.12 4.33 0.083 1.24 4.40 0.098 16:00 1.11 4.32 0.083 1.18 4.41 0.092 1.11 4.12 0.078 1.06 4.20 0.075 1.26 4.14 0.094 1.10 4.31 0.081 1.11 4.17 0.079 17:00 1.12 4.35 0.084 1.14 4.48 0.089 1.11 4.32 0.083 0.97 4.23 0.066 1.22 4.47 0.097 1.04 4.06 0.070 1.14 4.27 0.085 18:00 1.13 4.23 0.083 1.34 4.74 0.119 1.27 4.68 0.109 1.14 4.40 0.087 1.22 4.25 0.093 1.19 4.66 0.098 1.18 4.34 0.091 19:00 1.05 4.32 0.075 1.30 4.70 0.112 1.28 4.63 0.109 1.23 4.59 0.102 1.24 4.60 0.103 1.20 4.60 0.099 1.15 4.40 0.088 20:00 1.10 4.25 0.080 1.45 4.95 0.139 1.22 4.49 0.098 1.33 4.84 0.120 1.26 4.63 0.106 1.20 4.61 0.100 1.16 4.32 0.088 21:00 1.10 4.22 0.079 1.21 4.43 0.097 1.10 4.36 0.082 1.06 4.23 0.075 1.18 4.50 0.094 1.18 4.52 0.094 1.10 4.14 0.077 22:00 1.03 4.12 0.071 1.03 4.10 0.070 1.02 4.10 0.069 1.06 4.19 0.075 1.09 4.30 0.079 1.10 4.31 0.080 1.15 4.11 0.082 23:00 1.11 3.85 0.073 1.22 3.75 0.082 1.18 3.42 0.070 1.18 3.75 0.078 0.03 1.61 2.89 0.093 1.17 3.76 0.077 1.20 3.86 0.083 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.26 23:00 0.88 06:00 1.64 3.93 05:25 2.05 10:00 5.32 0.088 0.088 23:00 0.052 10:20 0.163 1.33 21:55 0.78 02:30 1.63 3.80 05:15 1.01 10:20 5.42 0.091 0.091 05:15 0.032 09:15 0.171 1.31 23:00 0.75 09:50 1.81 4.03 01:50 1.85 09:50 5.77 0.097 0.097 23:00 0.039 09:50 0.222 1.29 13:35 0.83 07:50 1.73 3.95 03:10 1.26 07:50 5.59 0.092 0.092 03:25 0.034 07:50 0.200 0.22 1.33 22:55 0.91 23:25 1.84 3.97 04:00 1.11 10:50 5.54 0.096 0.096 04:00 0.035 07:55 0.189 0.21 1.36 20:35 0.77 03:00 2.14 3.90 04:40 1.31 09:55 5.79 0.096 0.096 04:40 0.042 09:55 0.213 1.40 21:40 0.96 05:45 2.15 3.90 04:00 1.21 09:55 5.62 0.101 0.101 04:05 0.040 09:50 0.218 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.32 3.93 0.660 0.094 0.43 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 23 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.39 2.68 0.070 1.44 3.16 0.086 1.46 2.83 0.078 1.57 2.90 0.091 1.61 2.48 0.081 1.77 2.57 0.095 1.87 2.92 0.117 01:00 1.43 2.22 0.060 1.54 2.79 0.085 1.60 2.26 0.072 1.62 2.05 0.067 1.71 1.79 0.063 1.78 2.31 0.087 1.74 2.33 0.084 02:00 1.45 2.00 0.056 1.55 2.58 0.079 1.64 1.67 0.056 1.65 1.61 0.054 1.70 1.65 0.058 1.72 1.57 0.056 1.58 1.76 0.056 03:00 1.48 1.76 0.050 1.52 2.68 0.080 1.64 1.57 0.053 1.62 1.44 0.047 1.66 1.78 0.060 1.70 1.64 0.058 1.62 1.66 0.054 04:00 1.48 1.61 0.046 1.63 1.97 0.064 1.64 1.84 0.061 1.66 1.47 0.050 1.83 1.96 0.076 1.70 1.68 0.059 1.66 1.59 0.054 05:00 1.47 1.83 0.052 1.62 2.07 0.067 1.47 2.31 0.064 1.55 2.55 0.078 1.77 2.96 0.109 1.73 2.23 0.080 1.62 2.35 0.078 06:00 1.47 2.39 0.067 1.55 2.59 0.078 1.31 3.63 0.085 1.28 3.76 0.085 1.45 3.55 0.094 1.52 3.80 0.112 1.61 3.88 0.125 07:00 1.22 4.07 0.089 1.28 3.56 0.081 1.28 4.59 0.107 1.19 4.58 0.097 1.22 4.61 0.101 1.32 4.65 0.114 1.30 4.62 0.111 08:00 1.36 4.85 0.124 1.28 4.69 0.109 1.36 4.71 0.121 1.30 4.66 0.113 1.19 4.59 0.096 1.34 4.77 0.119 1.46 4.76 0.136 09:00 1.48 4.99 0.144 1.42 4.83 0.132 1.39 4.84 0.128 1.47 4.78 0.137 1.39 4.82 0.127 1.44 4.93 0.138 1.38 4.70 0.124 10:00 1.31 4.72 0.114 1.41 4.82 0.129 1.41 4.80 0.129 1.36 4.67 0.120 1.28 4.55 0.106 1.23 4.68 0.103 1.34 4.63 0.115 11:00 1.20 4.51 0.096 1.40 4.75 0.126 1.21 4.49 0.096 1.34 4.68 0.117 1.29 4.71 0.112 1.22 4.29 0.094 1.20 4.42 0.094 12:00 1.20 4.28 0.091 1.20 4.34 0.093 1.20 4.24 0.091 1.25 4.37 0.099 1.20 4.38 0.093 1.17 4.17 0.086 1.49 4.03 0.117 13:00 1.15 4.41 0.089 1.16 4.10 0.083 1.16 4.31 0.088 1.39 4.12 0.108 1.49 4.05 0.118 1.31 4.09 0.100 1.60 4.14 0.134 14:00 1.13 4.36 0.085 1.16 4.28 0.086 1.15 4.08 0.082 1.35 3.90 0.098 1.44 4.27 0.119 1.15 3.85 0.077 1.46 3.81 0.107 15:00 1.26 4.62 0.106 1.12 4.34 0.083 1.24 3.97 0.088 1.29 3.82 0.090 1.55 3.94 0.121 1.25 3.87 0.087 1.13 4.02 0.077 16:00 1.26 4.47 0.103 1.15 4.43 0.089 1.25 3.86 0.087 1.15 4.01 0.080 1.59 3.92 0.124 1.27 3.98 0.092 1.57 3.84 0.121 17:00 1.15 4.41 0.089 1.18 4.18 0.087 1.24 4.20 0.093 1.10 4.18 0.080 1.49 4.02 0.117 1.14 4.05 0.080 1.27 4.08 0.096 18:00 1.19 4.28 0.089 1.26 4.29 0.097 1.16 4.18 0.085 1.21 4.29 0.093 1.53 4.24 0.126 1.16 4.01 0.081 1.30 4.07 0.097 19:00 1.18 4.46 0.093 1.25 4.51 0.102 1.21 4.27 0.092 1.18 4.44 0.092 1.58 4.46 0.141 1.18 4.23 0.087 1.32 4.24 0.103 20:00 1.22 4.46 0.098 1.22 4.39 0.096 1.21 4.37 0.095 1.11 4.42 0.084 1.60 4.68 0.150 1.09 4.38 0.081 1.42 3.84 0.105 21:00 1.21 4.01 0.087 1.16 4.22 0.086 1.25 4.31 0.097 1.22 4.22 0.092 1.53 4.47 0.135 1.22 4.29 0.094 1.14 3.90 0.077 22:00 1.21 3.83 0.083 1.25 4.03 0.091 1.31 3.94 0.095 1.26 3.94 0.090 1.67 3.84 0.131 1.61 3.85 0.125 1.34 3.58 0.089 23:00 1.17 3.87 0.079 1.35 3.62 0.091 1.44 3.31 0.090 1.41 3.59 0.096 1.65 3.55 0.119 1.69 3.23 0.112 1.59 3.34 0.107 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.29 23:35 0.90 06:20 2.05 3.71 04:40 1.41 09:15 5.45 0.086 0.086 04:25 0.041 09:15 0.189 1.34 00:45 0.98 04:40 1.72 3.80 04:40 1.35 09:55 5.22 0.092 0.092 04:40 0.048 09:55 0.166 1.34 17:35 0.95 22:20 1.73 3.69 03:20 1.14 10:00 5.15 0.089 0.089 03:20 0.039 10:10 0.167 1.36 16:45 0.89 01:45 1.72 3.68 04:05 1.14 08:55 5.39 0.090 0.090 02:55 0.038 09:00 0.171 1.52 12:10 0.92 04:50 1.97 3.72 03:00 1.16 21:00 5.12 0.107 0.107 03:00 0.039 20:20 0.176 1.40 13:50 0.90 01:55 1.97 3.63 02:55 1.18 09:25 5.50 0.092 0.092 02:55 0.038 09:30 0.181 1.46 19:15 0.87 00:40 2.16 3.60 04:25 1.18 09:30 5.39 0.099 0.099 04:25 0.036 09:30 0.231 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.39 3.69 0.655 0.094 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 24 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.49 2.76 0.080 1.64 2.72 0.090 1.39 2.50 0.065 1.52 2.91 0.089 1.24 2.40 0.053 1.20 2.68 0.056 1.80 2.33 0.088 01:00 1.68 2.02 0.069 1.76 1.98 0.073 1.56 2.14 0.066 1.39 1.80 0.047 1.48 1.74 0.050 1.41 1.58 0.042 1.83 1.86 0.073 02:00 1.67 1.62 0.055 1.70 1.48 0.053 1.64 1.62 0.054 1.46 1.66 0.047 1.61 1.46 0.047 1.57 1.47 0.046 1.72 1.22 0.044 03:00 1.56 1.42 0.044 1.74 1.40 0.051 1.73 1.55 0.056 1.36 1.16 0.029 1.64 1.42 0.047 1.68 1.41 0.048 1.75 1.25 0.045 04:00 1.55 1.22 0.037 1.76 1.13 0.042 1.74 1.54 0.056 1.43 1.51 0.042 1.69 1.48 0.052 1.77 1.44 0.053 1.77 1.59 0.059 05:00 1.61 1.80 0.059 1.71 1.37 0.049 1.65 2.35 0.078 1.37 2.10 0.052 1.63 2.30 0.076 1.80 2.10 0.079 1.82 1.86 0.072 06:00 1.66 2.54 0.086 1.64 2.31 0.077 1.37 3.79 0.096 1.23 4.06 0.091 1.57 3.76 0.117 1.63 3.66 0.118 1.59 3.45 0.106 07:00 1.52 3.66 0.108 1.72 3.33 0.118 1.34 4.82 0.121 1.25 4.78 0.109 1.42 4.75 0.128 1.71 5.03 0.179 1.50 4.91 0.144 08:00 1.26 4.34 0.099 1.23 4.20 0.093 1.11 4.58 0.087 1.22 4.60 0.101 1.38 4.60 0.120 1.61 4.75 0.155 1.44 4.82 0.135 09:00 1.37 4.72 0.123 1.30 4.39 0.105 1.45 4.78 0.135 1.61 4.86 0.159 1.35 4.73 0.119 1.55 4.92 0.151 1.50 4.84 0.143 10:00 1.53 4.67 0.142 1.34 4.53 0.113 1.22 4.55 0.099 1.58 4.65 0.147 1.26 4.63 0.105 1.30 4.36 0.106 1.36 4.64 0.119 11:00 1.38 4.30 0.111 1.51 4.71 0.141 1.28 4.50 0.105 2.29 4.36 0.233 1.12 4.44 0.085 1.25 4.57 0.104 1.40 4.78 0.127 12:00 1.49 4.59 0.135 1.38 4.43 0.115 1.50 4.64 0.136 2.36 4.41 0.246 1.20 4.57 0.098 1.29 4.65 0.109 1.38 4.61 0.121 13:00 1.30 4.19 0.100 1.33 4.13 0.101 1.46 4.21 0.119 2.14 4.10 0.199 1.32 3.98 0.098 1.33 4.44 0.109 1.50 4.73 0.141 14:00 1.11 4.23 0.080 1.17 3.98 0.082 1.44 3.94 0.108 1.75 3.94 0.146 1.23 3.84 0.085 1.23 4.23 0.093 1.61 4.96 0.161 15:00 1.19 4.04 0.085 1.05 3.99 0.069 1.32 4.01 0.098 1.48 3.94 0.114 1.38 4.07 0.106 1.44 4.00 0.110 1.52 4.89 0.147 16:00 1.15 3.98 0.080 1.24 4.05 0.090 1.38 3.82 0.100 1.46 3.85 0.109 1.45 3.96 0.112 1.37 3.87 0.099 1.20 4.22 0.090 17:00 1.21 3.81 0.082 1.20 3.98 0.084 1.47 3.94 0.112 1.38 3.99 0.104 1.26 3.94 0.092 1.23 4.07 0.090 1.21 4.37 0.094 18:00 1.17 3.90 0.080 1.09 4.22 0.078 1.43 4.04 0.111 1.26 4.01 0.092 1.31 4.06 0.099 1.30 4.08 0.097 1.17 4.21 0.086 19:00 1.19 4.10 0.087 1.31 4.18 0.101 1.51 4.15 0.123 1.27 4.20 0.097 1.34 4.35 0.108 1.35 4.44 0.112 1.10 4.27 0.080 20:00 1.19 3.91 0.082 1.20 4.43 0.094 1.52 4.44 0.132 1.39 4.51 0.119 1.27 4.25 0.098 1.31 4.46 0.108 1.19 4.12 0.087 21:00 1.20 3.59 0.076 1.27 4.35 0.100 1.48 4.15 0.120 1.40 4.13 0.110 1.41 4.50 0.121 1.32 4.12 0.100 1.24 3.92 0.088 22:00 1.29 3.57 0.083 1.35 3.91 0.098 1.47 3.85 0.109 1.26 3.86 0.088 1.17 4.00 0.082 1.50 3.82 0.111 1.30 3.93 0.094 23:00 1.43 3.02 0.083 1.22 3.31 0.071 1.55 3.44 0.106 1.26 3.24 0.074 1.13 3.36 0.065 1.69 3.24 0.112 1.35 3.90 0.098 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.38 16:25 0.98 09:55 1.92 3.42 04:20 1.01 10:05 4.98 0.086 0.086 04:20 0.027 10:05 0.196 1.41 15:10 0.85 05:45 2.02 3.44 04:00 0.98 11:15 5.03 0.087 0.087 05:50 0.034 11:25 0.192 1.46 07:05 0.97 05:30 2.02 3.64 03:40 1.11 09:25 5.15 0.100 0.100 03:40 0.038 09:50 0.198 1.51 18:40 0.96 11:30 2.65 3.61 03:20 0.91 09:50 5.20 0.110 0.110 04:20 0.022 11:25 0.296 1.37 12:05 0.94 16:35 2.04 3.61 04:55 1.11 09:50 5.35 0.090 0.090 04:55 0.035 16:35 0.188 1.45 14:25 1.02 05:15 2.06 3.64 01:35 1.18 09:50 5.37 0.100 0.100 01:20 0.032 07:55 0.209 1.47 19:45 1.01 05:35 1.94 3.74 02:55 1.01 14:55 5.42 0.102 0.102 02:55 0.036 09:50 0.208 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.44 3.58 0.674 0.096 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 25 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.49 2.87 0.083 1.64 3.11 0.103 1.56 2.60 0.081 2.11 2.37 1.59 2.65 0.084 1.71 2.30 0.082 01:00 1.58 2.26 0.071 1.67 2.47 0.084 1.59 1.92 0.061 1.57 1.72 1.61 2.11 0.068 1.77 1.86 0.069 02:00 1.48 1.98 0.057 1.72 2.05 0.073 1.59 1.55 0.050 1.31 1.53 1.59 1.68 0.053 1.78 2.03 0.076 03:00 1.48 1.92 0.055 1.68 1.40 0.048 1.57 1.36 0.043 1.23 1.57 1.64 1.22 0.041 1.74 1.64 0.059 04:00 1.52 1.74 0.052 1.69 1.37 0.048 1.61 1.53 0.050 1.39 1.43 1.66 1.46 0.050 1.70 1.81 0.063 05:00 1.51 1.87 0.055 1.67 1.78 0.060 1.62 2.43 0.079 2.22 2.07 1.77 2.16 0.081 1.66 2.31 0.078 06:00 1.51 2.60 0.076 1.66 2.80 0.094 1.59 3.85 0.122 3.91 3.91 1.64 4.19 0.139 1.62 3.73 0.121 07:00 1.22 3.94 0.085 1.35 3.67 0.090 1.59 4.68 0.150 4.84 4.88 1.62 4.92 0.161 1.73 4.94 0.179 08:00 1.26 4.59 0.105 1.35 4.69 0.120 1.53 4.58 0.139 4.45 4.60 1.62 4.78 0.156 1.53 4.71 0.143 09:00 1.53 4.89 0.148 1.62 5.00 0.165 1.72 4.76 0.170 4.80 4.68 1.65 4.80 0.161 1.55 4.78 0.149 10:00 1.44 4.79 0.134 1.64 5.05 0.168 1.56 4.38 0.137 4.59 4.37 1.68 4.53 0.155 1.56 4.74 0.148 11:00 1.52 4.87 0.146 1.36 4.75 0.122 1.37 4.47 0.116 4.12 4.39 1.61 4.38 0.143 1.33 4.47 0.111 12:00 1.43 4.84 0.134 1.32 4.67 0.116 1.26 4.61 0.105 4.54 4.43 1.35 4.54 0.115 1.42 4.62 0.129 13:00 1.32 4.52 0.113 1.20 4.40 0.094 1.28 4.28 0.099 4.01 4.10 1.44 4.39 0.122 1.31 4.18 0.102 14:00 1.29 4.13 0.097 1.21 4.14 0.089 1.32 4.01 0.098 4.01 4.04 1.35 4.35 0.111 1.25 4.15 0.096 15:00 1.40 3.96 0.105 1.14 4.03 0.079 1.29 3.99 0.094 3.92 4.01 1.35 3.83 0.097 1.20 4.05 0.088 16:00 1.39 3.86 0.102 1.13 4.04 0.079 1.33 3.93 0.097 3.78 3.66 1.25 3.55 0.081 1.26 4.09 0.096 17:00 1.44 3.86 0.106 1.16 4.19 0.084 1.26 3.94 0.089 3.81 3.98 1.05 3.68 0.065 1.07 3.62 0.064 18:00 1.46 3.95 0.112 1.10 4.07 0.077 1.30 4.01 0.096 4.01 3.99 1.13 3.93 0.078 1.17 3.96 0.082 19:00 1.36 4.04 0.103 1.18 4.12 0.086 1.27 4.31 0.100 4.10 4.31 1.24 4.29 0.097 1.14 4.25 0.084 20:00 1.39 3.87 0.102 1.16 4.46 0.091 1.28 4.20 0.098 4.18 4.51 1.18 4.31 0.090 1.30 3.89 0.093 21:00 1.35 3.88 0.098 1.14 4.17 0.082 1.33 4.17 0.103 4.04 4.22 1.18 4.24 0.088 0.98 3.67 0.058 22:00 1.38 3.91 0.102 1.27 3.91 0.090 1.29 3.76 0.088 3.75 3.95 1.15 3.86 0.077 1.31 3.26 0.080 23:00 1.49 3.58 0.104 1.54 3.27 0.099 1.21 3.42 0.077 3.28 3.62 1.39 3.11 0.079 1.51 2.78 0.082 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.43 20:40 0.91 11:35 1.86 3.61 03:15 1.55 11:35 5.33 0.098 0.098 02:45 0.045 11:35 0.212 1.40 17:00 0.98 09:55 1.82 3.65 04:45 1.11 09:55 5.49 0.093 0.093 03:40 0.037 09:55 0.211 1.43 17:05 1.14 09:45 1.89 3.62 03:35 1.04 10:00 5.25 0.097 0.098 04:00 0.030 07:45 0.204 3.50 04:25 0.98 09:50 5.18 3.60 04:35 1.25 07:40 5.05 1.45 20:40 0.86 04:45 1.88 3.62 03:30 1.01 07:55 5.25 0.100 0.100 03:40 0.031 07:55 0.182 1.44 16:10 0.86 07:40 1.94 3.58 03:30 1.25 10:00 5.39 0.097 0.097 17:10 0.043 07:15 0.218 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.43 3.60 0.485 0.097 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 26 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.57 2.41 0.075 0.02 1.75 2.44 0.089 1.56 2.64 0.081 1.70 2.55 0.089 1.69 2.56 0.089 1.45 2.95 0.082 1.57 2.74 0.085 01:00 1.70 2.16 0.076 0.11 1.83 2.14 0.083 1.72 2.13 0.076 1.72 1.62 0.058 1.76 1.88 0.069 1.67 1.99 0.068 1.58 2.20 0.069 02:00 1.66 2.20 0.074 0.02 1.91 1.88 0.078 1.77 1.78 0.066 1.79 1.58 0.060 1.72 1.56 0.056 1.69 1.61 0.056 1.63 1.87 0.062 03:00 1.77 1.79 0.066 1.95 1.56 0.066 1.75 1.58 0.058 1.81 1.69 0.065 1.64 1.43 0.047 1.69 1.51 0.053 1.67 1.65 0.057 04:00 1.75 1.76 0.064 1.95 1.51 0.064 1.69 1.38 0.048 1.80 1.96 0.074 1.68 1.67 0.058 1.63 1.78 0.058 1.64 1.77 0.059 05:00 1.74 1.83 0.066 1.98 1.60 0.070 1.66 2.48 0.082 1.69 2.74 0.093 1.54 2.25 0.065 1.45 2.86 0.080 1.54 2.24 0.066 06:00 1.65 2.20 0.073 2.00 2.00 0.088 1.24 4.22 0.094 1.34 4.34 0.107 1.30 4.29 0.103 1.36 4.19 0.108 1.54 4.03 0.123 07:00 1.36 3.25 0.079 1.67 2.98 0.098 1.57 4.99 0.157 1.63 5.03 0.167 1.64 5.02 0.168 1.63 5.01 0.166 1.68 4.83 0.167 08:00 1.29 4.45 0.107 1.36 4.12 0.103 1.40 4.71 0.125 1.45 4.73 0.132 1.47 4.65 0.133 1.47 4.75 0.135 1.53 4.52 0.136 09:00 1.41 4.59 0.124 1.50 4.90 0.144 1.54 4.91 0.151 1.57 4.88 0.154 1.57 4.86 0.153 1.59 4.93 0.158 1.56 4.70 0.147 10:00 1.54 4.82 0.148 1.50 4.80 0.141 1.41 4.71 0.127 1.36 4.61 0.118 1.41 4.57 0.124 1.42 4.66 0.127 1.43 4.49 0.124 11:00 1.43 4.63 0.128 1.50 4.83 0.142 1.25 4.49 0.101 1.43 4.66 0.128 1.43 4.68 0.128 1.36 4.73 0.120 1.37 4.37 0.114 12:00 1.31 4.51 0.110 1.31 4.50 0.109 1.43 4.73 0.131 1.45 4.52 0.127 1.41 4.51 0.122 1.37 4.67 0.120 1.46 4.60 0.130 13:00 1.28 4.46 0.105 1.42 4.70 0.128 1.22 4.27 0.093 1.34 4.31 0.108 1.20 4.27 0.091 1.19 4.33 0.091 1.15 4.20 0.085 14:00 1.20 4.09 0.087 1.20 4.49 0.096 1.25 4.31 0.097 1.15 4.10 0.082 1.05 3.97 0.071 1.22 4.15 0.092 1.12 4.12 0.080 15:00 1.27 4.17 0.096 1.26 4.41 0.101 1.14 3.93 0.078 1.42 4.10 0.112 0.97 3.93 0.061 1.07 3.92 0.072 0.96 3.96 0.061 16:00 1.14 4.13 0.082 1.19 4.34 0.092 1.05 3.92 0.070 1.29 3.72 0.088 1.10 3.95 0.075 1.12 3.73 0.072 0.97 4.08 0.064 17:00 1.13 4.16 0.082 1.19 4.39 0.093 1.19 4.18 0.088 1.33 3.90 0.096 0.96 3.84 0.059 1.02 3.72 0.063 1.07 4.15 0.075 18:00 1.17 4.15 0.085 1.28 4.41 0.102 1.28 4.11 0.097 1.38 4.07 0.107 1.04 4.00 0.069 1.15 4.16 0.084 1.00 3.95 0.066 19:00 1.13 4.33 0.085 1.36 4.53 0.116 1.32 4.53 0.111 1.38 4.14 0.108 1.08 4.22 0.077 1.20 4.27 0.093 1.12 4.20 0.082 20:00 1.11 4.15 0.079 1.36 4.51 0.114 1.30 4.47 0.107 1.27 4.41 0.102 1.29 4.42 0.105 1.34 4.35 0.111 1.17 4.16 0.087 21:00 1.16 4.08 0.083 1.32 4.59 0.113 1.41 4.20 0.112 1.33 4.39 0.108 1.18 4.21 0.088 1.37 4.43 0.116 1.13 4.11 0.082 22:00 1.51 3.53 0.105 1.29 4.17 0.098 1.45 4.04 0.113 1.47 3.98 0.113 1.16 4.15 0.084 1.18 4.02 0.084 1.01 3.85 0.064 23:00 1.63 2.78 0.091 1.35 3.44 0.087 1.55 3.37 0.103 1.46 3.48 0.099 1.38 3.68 0.096 1.19 3.61 0.075 1.17 3.35 0.069 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.41 17:20 0.86 22:15 1.95 3.53 05:20 1.40 10:20 5.08 0.091 0.091 17:20 0.050 10:20 0.202 0.15 1.52 16:25 0.86 06:35 2.13 3.63 03:25 1.28 14:50 5.15 0.101 0.101 03:25 0.054 09:50 0.183 1.42 18:05 0.87 22:35 1.98 3.75 04:10 0.98 09:50 5.37 0.099 0.099 04:10 0.033 09:50 0.216 1.48 18:55 0.89 18:50 2.09 3.73 01:45 1.18 07:30 5.28 0.104 0.104 01:45 0.040 07:35 0.211 1.36 22:05 0.87 07:20 1.85 3.69 04:00 1.09 07:20 5.33 0.091 0.091 04:00 0.036 07:20 0.211 1.37 18:55 0.85 09:55 1.93 3.76 02:00 1.25 09:50 5.39 0.095 0.095 17:15 0.041 09:55 0.224 1.34 20:25 0.86 07:30 2.00 3.67 04:05 1.21 12:45 5.13 0.090 0.090 04:05 0.040 09:50 0.225 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.41 3.68 0.670 0.096 0.15 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 27 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.34 2.75 0.068 1.59 2.72 0.086 1.39 2.65 0.067 1.72 2.57 0.091 2.11 2.30 0.109 2.05 2.38 0.108 1.93 2.59 0.109 01:00 1.51 2.54 0.074 1.78 2.18 0.081 1.61 1.97 0.064 1.82 1.71 0.066 1.98 1.85 0.080 2.04 2.21 0.101 1.91 1.69 0.070 02:00 1.66 2.07 0.069 1.80 1.71 0.065 1.61 1.66 0.054 1.76 1.16 0.042 2.01 1.83 0.082 1.99 1.76 0.077 1.83 1.47 0.057 03:00 1.80 1.71 0.065 1.84 1.53 0.060 1.61 1.42 0.046 1.79 1.37 0.052 1.95 1.76 0.075 2.02 1.75 0.079 1.83 1.39 0.054 04:00 1.67 2.10 0.072 1.78 1.28 0.048 1.64 1.45 0.048 1.79 1.23 0.046 1.98 1.74 0.076 2.02 1.71 0.076 1.81 1.27 0.048 05:00 1.71 2.40 0.084 1.83 1.47 0.057 1.52 2.36 0.069 1.80 2.19 0.082 2.01 2.28 0.102 2.02 2.57 0.116 1.81 2.15 0.080 06:00 1.50 2.95 0.087 1.68 2.45 0.082 1.32 4.08 0.100 1.29 3.81 0.089 1.78 4.09 0.148 1.59 3.95 0.124 1.58 3.95 0.122 07:00 1.33 4.10 0.101 1.04 3.90 0.068 1.51 4.92 0.146 1.56 4.87 0.152 1.57 4.91 0.154 1.62 4.83 0.159 1.56 4.97 0.154 08:00 1.43 4.41 0.120 1.35 4.49 0.114 1.31 4.73 0.115 1.34 4.55 0.115 1.50 4.73 0.138 1.45 4.66 0.130 1.42 4.70 0.128 09:00 1.50 4.57 0.133 1.53 4.75 0.143 1.44 4.87 0.136 1.49 4.84 0.142 1.50 4.73 0.142 1.56 4.84 0.152 1.52 4.86 0.146 10:00 1.43 4.39 0.120 1.52 4.74 0.142 1.36 4.77 0.123 1.18 4.26 0.092 1.34 4.67 0.119 1.45 4.62 0.130 1.41 4.72 0.127 11:00 1.28 4.21 0.100 1.48 4.57 0.131 1.26 4.54 0.104 1.13 4.37 0.086 1.14 4.40 0.087 1.38 4.73 0.124 1.20 4.38 0.094 12:00 1.12 4.05 0.078 1.36 4.44 0.115 1.23 4.51 0.101 1.22 4.63 0.102 1.36 4.69 0.122 1.34 4.39 0.111 1.34 4.54 0.113 13:00 1.12 4.04 0.079 1.41 4.47 0.120 1.06 4.29 0.076 1.01 4.48 0.074 1.14 4.19 0.083 1.20 4.07 0.087 1.33 4.34 0.107 14:00 1.22 4.23 0.094 1.28 4.37 0.103 1.00 4.25 0.070 1.08 4.13 0.075 1.04 3.73 0.064 1.29 4.19 0.099 1.38 4.16 0.108 15:00 1.12 3.96 0.077 1.20 4.01 0.087 1.07 4.18 0.075 1.18 3.31 0.068 1.12 3.91 0.075 1.17 4.03 0.083 1.25 3.98 0.090 16:00 1.09 3.80 0.070 1.09 4.01 0.074 1.10 3.32 0.063 1.18 2.88 0.060 1.09 3.81 0.070 1.32 3.97 0.095 1.44 3.57 0.099 17:00 1.19 4.11 0.088 1.12 4.01 0.079 1.02 3.77 0.064 1.22 3.13 0.068 1.10 3.62 0.068 1.25 3.91 0.089 1.17 3.89 0.080 18:00 1.15 4.01 0.080 1.29 4.21 0.101 1.04 4.05 0.071 1.19 2.91 0.061 1.03 3.84 0.066 1.26 4.11 0.094 1.22 3.74 0.080 19:00 1.26 4.05 0.094 1.13 4.05 0.079 1.24 4.27 0.099 1.13 3.87 0.076 1.09 4.03 0.076 1.28 3.85 0.090 1.38 4.47 0.117 20:00 1.24 4.11 0.093 1.49 4.61 0.134 1.17 4.28 0.089 1.17 4.51 0.094 1.25 4.40 0.101 1.22 4.23 0.092 1.09 3.80 0.071 21:00 1.23 4.08 0.091 1.32 4.15 0.103 1.12 3.89 0.076 1.05 4.18 0.074 1.04 4.11 0.071 1.17 4.38 0.090 1.27 4.11 0.096 22:00 1.04 3.98 0.068 1.14 3.81 0.075 1.13 3.81 0.074 1.33 3.42 0.082 1.03 3.88 0.066 1.27 3.81 0.087 1.41 3.65 0.098 23:00 1.22 3.56 0.077 1.16 3.39 0.068 1.46 3.08 0.087 1.96 2.72 0.116 1.82 3.31 0.126 1.70 3.27 0.114 1.57 3.26 0.102 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.34 20:10 0.86 03:55 1.89 3.59 03:20 1.38 09:50 4.85 0.087 0.087 16:15 0.048 09:50 0.154 1.42 08:05 0.86 03:40 1.95 3.56 04:10 1.04 11:05 5.10 0.092 0.092 04:10 0.038 11:05 0.167 1.30 17:05 0.85 09:55 1.88 3.63 04:00 1.19 09:50 5.45 0.084 0.084 04:00 0.038 09:55 0.219 1.39 13:05 0.86 23:50 2.22 3.38 02:15 0.98 07:15 5.42 0.084 0.084 02:15 0.035 09:50 0.229 1.46 21:15 0.85 00:00 2.23 3.62 01:30 1.31 07:35 5.40 0.096 0.096 22:25 0.050 09:50 0.237 1.53 12:20 0.88 05:45 2.21 3.68 03:30 1.35 09:55 5.45 0.104 0.104 17:15 0.046 09:50 0.231 1.49 11:55 1.00 00:10 2.04 3.57 03:55 1.01 09:55 5.35 0.098 0.098 03:55 0.038 09:55 0.217 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.42 3.57 0.645 0.092 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 28 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 1.93 2.44 0.102 1.29 2.64 0.062 01:00 1.94 1.65 0.070 1.66 1.93 0.065 02:00 1.95 1.58 0.067 1.64 2.10 0.069 03:00 1.90 1.41 0.058 1.67 1.87 0.064 04:00 1.94 1.38 0.058 1.72 1.79 0.064 05:00 1.99 1.73 0.076 1.75 1.91 0.069 06:00 2.02 2.27 0.101 1.49 2.36 0.069 07:00 1.76 3.04 0.111 1.29 4.06 0.094 08:00 1.53 4.47 0.135 1.37 4.65 0.121 09:00 1.43 4.84 0.134 1.74 5.14 0.186 10:00 1.49 4.78 0.140 1.69 5.02 0.175 11:00 1.48 4.73 0.137 1.43 4.76 0.131 12:00 1.28 4.62 0.109 1.35 4.61 0.116 13:00 1.33 4.57 0.113 1.21 4.18 0.090 14:00 1.27 4.42 0.102 1.12 3.99 0.077 15:00 1.24 4.47 0.100 1.12 4.11 0.079 16:00 1.17 4.22 0.087 1.14 4.23 0.083 17:00 1.18 4.31 0.090 1.20 4.38 0.093 18:00 1.23 4.26 0.094 1.23 4.48 0.099 19:00 1.13 4.23 0.083 1.22 4.39 0.096 20:00 1.12 4.25 0.082 1.39 4.72 0.125 21:00 1.16 4.23 0.087 1.25 4.20 0.095 22:00 1.07 3.98 0.072 1.09 4.06 0.075 23:00 1.10 3.63 0.068 1.14 3.58 0.071 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.48 20:25 0.86 06:50 2.12 3.56 04:50 1.14 09:00 5.18 0.095 0.095 02:40 0.047 09:15 0.186 1.38 22:15 0.88 10:15 1.98 3.72 03:50 1.33 09:15 5.28 0.095 0.095 00:30 0.036 10:15 0.225 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.43 3.64 0.189 0.095 10c-25, Pipe Height: 8 in Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 29 of 176 Site 18C-3 functioned under normal conditions during the period Saturday, February 22, 2014 to Sunday, May 11, 2014 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Average flow depth, velocity, and quantity data observed during Saturday, February 22, 2014 to Sunday, May 11, 2014 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 25.3% full at its recorded peak of 3.05 inches and approximately 14.0% full during its recorded average depth of 1.66 inches. Data uptime observed during the Saturday, February 22, 2014 to the Sunday, May 11, 2014 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Site Commentary Site Information 18C-3 Pipe Dimensions 12 " Silt Level 0.00" Overview Observations Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.66 1.25 0.059 Minimum 0.82 0.13 0.003 Maximum 3.05 2.98 0.294 Time of Minimum 5/10/2014 6:25 AM 5/11/2014 3:55 AM 5/11/2014 3:55 AM Time of Maximum 3/15/2014 12:00 PM 3/16/2014 11:05 AM 3/15/2014 12:00 PM Data Quality Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 30 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/21/14 JG 18C-3 On the East corner of the Intersection on El Camino Real and Cannon Rd X Monitor S/N:2813 18C-3 N/A 12.00" 12.25" N/A 168.0" Precast / Good VCP / Good x 2/21/14 @ 9:00 a.m. 2.25" .25 2.30 0.00" Standard installation Ultrasonic Sensor / Velocity Sensor No Evidence of Surcharge RG 1 ADS SiteLocation 12.00" x 12.25"18C-3 Site Map NAccess Map N Planar NCross Section Drive Low depth with moderate velocity Monitor Series:3600 168.0"N/A N/A N/A N/A N/A N/A DNI DNI Sensor Location FlowDir. Page 31 of 176 Page 32 of 176 Page 33 of 176 Page 34 of 176 Page 35 of 176 Page 36 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 04:05 1.16 10:10 2.39 1.72 02:50 0.27 09:30 2.19 1.34 02:50 0.008 10:15 0.143 0.067 0.067 2/23/2014 01:10 1.09 09:10 2.39 1.73 05:15 0.29 11:15 2.19 1.28 03:40 0.008 11:20 0.148 0.065 0.065 2/24/2014 04:20 1.14 09:35 2.39 1.72 04:20 0.27 08:30 2.15 1.26 04:20 0.007 09:35 0.141 0.062 0.062 2/25/2014 02:20 1.04 09:00 2.34 1.67 04:35 0.30 09:00 2.22 1.20 02:30 0.008 09:00 0.158 0.058 0.058 0.11 2/26/2014 03:35 1.10 18:40 2.50 1.67 04:00 0.30 18:40 2.57 1.19 04:00 0.008 18:40 0.202 0.057 0.057 2/27/2014 04:10 1.00 18:45 2.40 1.70 02:45 0.34 18:45 2.12 1.30 04:10 0.007 18:45 0.156 0.063 0.063 0.14 2/28/2014 02:40 1.23 12:25 2.56 1.78 01:30 0.30 12:35 2.66 1.34 04:35 0.009 12:35 0.214 0.070 0.070 1.01 3/1/2014 05:40 1.36 10:35 2.38 1.85 04:35 0.47 09:00 2.37 1.41 04:35 0.017 09:00 0.164 0.074 0.074 0.64 3/2/2014 04:45 0.97 10:30 2.52 1.74 03:00 0.27 23:00 2.17 1.27 04:35 0.007 10:35 0.140 0.065 0.065 0.09 3/3/2014 03:50 1.04 09:15 2.38 1.71 01:20 0.34 09:10 2.09 1.27 03:50 0.007 09:10 0.141 0.062 0.062 0.01 3/4/2014 03:20 1.02 09:20 2.43 1.68 03:25 0.30 08:35 2.19 1.23 03:25 0.007 09:20 0.134 0.059 0.059 3/5/2014 01:45 1.01 09:40 2.25 1.68 00:35 0.30 08:45 2.15 1.28 01:40 0.007 09:50 0.129 0.062 0.062 3/6/2014 02:45 1.23 10:35 2.26 1.70 01:15 0.30 12:05 2.05 1.26 05:45 0.010 10:15 0.124 0.060 0.060 3/7/2014 06:00 1.16 12:05 2.26 1.71 02:30 0.29 08:10 2.05 1.27 02:00 0.008 12:00 0.128 0.062 0.062 3/8/2014 01:25 1.27 10:25 2.31 1.71 01:20 0.30 09:55 2.14 1.26 01:20 0.010 09:55 0.146 0.062 0.062 3/9/2014 04:30 0.95 09:50 3.05 1.65 04:15 0.27 09:50 2.81 1.34 04:15 0.006 09:50 0.291 0.064 0.064 3/10/2014 01:35 1.10 08:35 2.42 1.66 03:00 0.27 08:25 2.22 1.24 02:10 0.008 08:40 0.140 0.058 0.058 3/11/2014 02:05 1.18 09:40 2.42 1.68 02:05 0.30 09:30 2.10 1.31 02:05 0.008 09:40 0.143 0.061 0.061 3/12/2014 03:40 1.01 08:40 2.29 1.66 01:25 0.24 08:35 2.15 1.28 01:25 0.005 08:35 0.142 0.061 0.061 3/13/2014 03:45 1.09 07:55 2.29 1.70 03:30 0.30 07:30 2.20 1.34 03:30 0.007 09:30 0.134 0.065 0.065 3/14/2014 04:30 1.07 08:40 2.30 1.69 04:45 0.30 10:55 2.19 1.33 04:45 0.007 08:40 0.148 0.064 0.064 3/15/2014 01:35 1.07 12:00 3.05 1.68 01:05 0.30 12:00 2.83 1.31 04:40 0.008 12:00 0.294 0.063 0.063 3/16/2014 04:05 1.14 11:05 2.77 1.73 02:20 0.30 11:05 2.98 1.34 02:20 0.010 11:05 0.270 0.065 0.065 3/17/2014 05:55 1.05 11:40 2.32 1.64 01:25 0.30 11:40 2.34 1.28 02:45 0.009 11:40 0.164 0.059 0.059 3/18/2014 04:15 1.00 09:50 2.30 1.65 04:15 0.14 09:50 2.36 1.28 04:15 0.003 09:50 0.164 0.060 0.060 3/19/2014 05:10 1.03 08:55 2.27 1.65 01:15 0.34 21:45 2.20 1.33 03:25 0.008 21:45 0.133 0.062 0.062 3/20/2014 04:55 0.97 18:00 2.99 1.63 03:55 0.15 18:00 2.74 1.29 03:55 0.003 18:00 0.277 0.060 0.060 3/21/2014 03:00 1.02 10:00 2.28 1.63 03:00 0.18 10:00 2.22 1.31 03:00 0.004 10:00 0.153 0.060 0.060 3/22/2014 03:00 1.15 10:00 2.79 1.71 04:35 0.30 10:00 2.64 1.40 04:35 0.010 10:00 0.241 0.068 0.068 3/23/2014 01:30 1.01 11:35 2.71 1.66 01:30 0.16 11:35 2.73 1.33 01:30 0.003 11:35 0.239 0.063 0.063 3/24/2014 03:15 1.01 11:10 2.30 1.70 03:15 0.17 08:25 2.14 1.31 03:15 0.004 12:00 0.128 0.065 0.065 3/25/2014 00:50 0.96 09:15 2.13 1.59 05:05 0.27 12:45 2.46 1.17 05:05 0.007 12:45 0.136 0.052 0.052 3/26/2014 03:20 1.03 10:05 2.23 1.68 03:15 0.20 09:45 2.46 1.24 03:15 0.006 09:45 0.154 0.059 0.059 0.01 3/27/2014 05:35 1.10 10:05 2.25 1.74 04:55 0.27 10:00 2.42 1.29 05:05 0.007 10:05 0.159 0.063 0.063 3/28/2014 03:00 1.16 09:55 2.52 1.79 03:00 0.46 09:55 2.42 1.27 03:00 0.012 09:55 0.191 0.065 0.065 3/29/2014 06:00 1.15 08:45 2.25 1.68 06:00 0.43 10:10 2.76 1.23 06:00 0.011 10:10 0.161 0.058 0.058 3/30/2014 01:55 1.08 10:40 2.42 1.69 01:55 0.31 10:40 2.19 1.27 01:55 0.007 10:40 0.163 0.059 0.059 3/31/2014 04:45 1.00 08:40 2.44 1.66 03:30 0.37 08:40 2.24 1.24 04:45 0.009 08:40 0.169 0.058 0.058 4/1/2014 04:45 1.10 13:30 2.39 1.69 01:30 0.30 13:35 2.47 1.25 01:30 0.009 10:40 0.130 0.060 0.060 0.22 4/2/2014 04:30 1.07 01:20 2.33 1.70 04:30 0.28 10:25 2.54 1.34 04:30 0.006 01:20 0.148 0.063 0.063 0.21 4/3/2014 04:45 0.98 10:40 2.38 1.63 04:45 0.28 10:25 2.91 1.21 04:45 0.006 10:25 0.182 0.055 0.055 4/4/2014 03:40 0.86 10:20 2.19 1.61 03:10 0.17 08:40 2.17 1.22 03:10 0.004 08:40 0.130 0.055 0.055 4/5/2014 02:40 1.13 10:05 2.41 1.61 02:40 0.39 10:00 2.83 1.25 02:40 0.010 10:00 0.174 0.057 0.057 4/6/2014 02:00 0.98 09:45 2.37 1.67 01:50 0.17 09:00 2.19 1.15 01:50 0.004 09:55 0.137 0.056 0.056 4/7/2014 02:25 1.19 10:15 2.31 1.69 02:25 0.51 11:50 2.44 1.23 02:25 0.014 11:50 0.142 0.058 0.058 4/8/2014 04:10 1.15 10:55 2.29 1.73 04:10 0.43 08:45 2.14 1.21 04:10 0.011 10:55 0.139 0.060 0.060 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 18C-3, Pipe Height: 12 in Page 37 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 05:45 1.15 09:20 2.32 1.62 05:45 0.43 09:15 2.79 1.22 05:45 0.011 09:15 0.178 0.054 0.054 4/10/2014 01:10 1.07 09:20 2.31 1.65 01:10 0.29 09:15 2.71 1.21 01:10 0.007 09:15 0.169 0.056 0.056 4/11/2014 01:50 0.99 09:55 2.23 1.71 02:00 0.28 07:50 2.59 1.24 01:50 0.006 09:45 0.149 0.061 0.061 4/12/2014 02:10 1.37 09:35 2.29 1.75 18:05 0.77 09:35 2.41 1.32 02:10 0.028 09:35 0.166 0.064 0.064 4/13/2014 04:30 1.19 10:10 2.26 1.68 04:30 0.52 12:10 2.00 1.29 04:30 0.014 10:15 0.130 0.060 0.060 4/14/2014 05:05 1.07 09:30 2.55 1.64 05:05 0.29 09:30 2.52 1.21 05:05 0.007 09:30 0.203 0.056 0.056 4/15/2014 02:05 1.12 09:40 2.51 1.63 02:05 0.38 09:40 2.61 1.22 02:05 0.009 09:40 0.205 0.055 0.055 4/16/2014 06:00 1.09 10:40 2.36 1.64 06:00 0.32 10:40 2.51 1.23 06:00 0.008 10:40 0.181 0.056 0.056 4/17/2014 03:15 1.15 09:40 2.23 1.65 03:15 0.44 10:45 2.15 1.26 03:15 0.011 10:45 0.124 0.058 0.058 4/18/2014 01:20 1.00 09:05 2.29 1.63 01:20 0.15 09:05 2.27 1.26 01:20 0.003 09:05 0.157 0.057 0.057 4/19/2014 04:50 1.07 09:40 2.32 1.65 04:50 0.27 08:00 2.02 1.24 04:50 0.006 09:45 0.127 0.059 0.059 4/20/2014 04:40 1.08 13:05 2.20 1.64 04:40 0.29 13:10 2.76 1.26 04:40 0.007 13:10 0.155 0.058 0.058 4/21/2014 03:20 1.11 10:00 2.15 1.67 03:20 0.36 08:45 2.10 1.28 03:20 0.009 08:45 0.128 0.060 0.060 4/22/2014 04:30 1.08 09:30 2.21 1.61 04:30 0.31 09:25 1.99 1.21 04:30 0.007 09:45 0.119 0.054 0.054 4/23/2014 03:10 1.10 10:30 2.23 1.62 03:10 0.34 08:20 1.99 1.20 03:10 0.008 08:20 0.121 0.054 0.054 4/24/2014 05:05 1.08 09:40 2.37 1.64 05:05 0.29 10:30 2.27 1.23 05:05 0.007 10:55 0.145 0.057 0.057 4/25/2014 04:10 1.09 10:00 2.09 1.59 04:10 0.32 07:40 2.02 1.15 04:10 0.007 11:05 0.113 0.051 0.051 4/26/2014 05:55 1.09 09:40 2.26 1.64 05:55 0.32 08:05 1.99 1.22 05:55 0.008 09:40 0.128 0.056 0.056 0.15 4/27/2014 01:05 1.06 09:15 2.34 1.64 01:05 0.25 08:50 2.02 1.21 01:05 0.006 08:45 0.131 0.056 0.056 4/28/2014 00:50 1.18 08:15 2.26 1.63 00:50 0.50 08:15 2.31 1.21 00:50 0.013 08:15 0.156 0.055 0.055 4/29/2014 03:50 1.04 10:20 2.10 1.58 03:50 0.22 08:15 2.07 1.16 03:50 0.005 08:20 0.120 0.051 0.051 4/30/2014 01:10 1.05 10:40 2.20 1.60 01:10 0.24 11:10 2.02 1.24 01:10 0.005 10:40 0.118 0.055 0.055 5/1/2014 06:00 1.12 10:00 2.23 1.62 06:00 0.38 08:55 2.05 1.29 06:00 0.009 09:05 0.116 0.058 0.058 5/2/2014 05:35 0.85 10:25 2.08 1.57 05:30 0.19 08:25 2.02 1.20 05:30 0.004 08:25 0.120 0.052 0.052 5/3/2014 04:15 1.05 10:30 2.40 1.62 04:15 0.25 10:30 2.37 1.23 04:15 0.006 10:30 0.175 0.056 0.056 5/4/2014 06:10 0.91 10:05 2.11 1.60 05:35 0.18 08:55 2.02 1.18 05:35 0.004 09:05 0.119 0.053 0.053 5/5/2014 06:25 1.05 10:25 2.19 1.61 06:25 0.23 07:35 2.05 1.20 06:25 0.005 08:05 0.119 0.054 0.054 5/6/2014 01:35 1.00 09:20 2.14 1.60 01:35 0.15 09:10 2.05 1.22 01:35 0.003 10:35 0.124 0.055 0.055 5/7/2014 00:25 1.15 09:05 2.11 1.54 05:30 0.46 08:00 2.09 1.17 05:30 0.012 08:00 0.124 0.049 0.049 5/8/2014 05:50 1.05 11:55 2.04 1.54 05:50 0.25 09:15 1.65 1.14 05:50 0.006 08:20 0.091 0.046 0.046 5/9/2014 05:55 0.95 10:45 2.12 1.54 01:10 0.24 07:05 1.85 1.17 01:10 0.005 10:45 0.096 0.048 0.048 5/10/2014 06:25 0.82 12:45 2.15 1.55 05:50 0.14 12:45 1.82 1.14 05:50 0.003 12:45 0.114 0.048 0.048 5/11/2014 01:20 0.92 09:30 2.11 1.53 03:55 0.13 10:00 1.92 1.09 03:55 0.003 09:25 0.109 0.047 0.047 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.66 1.25 4.634 0.059 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 38 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.64 1.27 0.054 1.47 0.84 0.031 1.57 0.87 0.036 1.45 0.83 0.030 1.40 0.72 0.024 1.50 1.08 0.041 1.50 0.84 0.031 0.02 01:00 1.48 0.98 0.036 1.38 0.80 0.027 1.45 0.77 0.027 1.35 0.47 0.015 1.36 0.51 0.017 1.35 0.61 0.019 1.39 0.53 0.018 0.01 02:00 1.37 0.61 0.021 1.21 0.63 0.017 1.37 0.56 0.019 1.20 0.47 0.013 1.26 0.41 0.012 1.18 0.45 0.012 1.33 0.46 0.014 0.03 03:00 1.27 0.38 0.011 1.21 0.46 0.013 1.27 0.45 0.013 1.23 0.43 0.012 1.21 0.48 0.013 1.19 0.40 0.011 1.36 0.46 0.015 0.02 04:00 1.23 0.39 0.011 1.22 0.44 0.012 1.21 0.37 0.010 1.22 0.48 0.013 1.21 0.41 0.011 1.18 0.47 0.012 0.04 1.40 0.46 0.016 0.15 05:00 1.23 0.43 0.012 1.30 0.46 0.014 1.44 0.65 0.023 1.23 0.55 0.015 1.35 0.74 0.024 1.42 1.02 0.036 0.03 1.85 1.67 0.089 0.06 06:00 1.43 0.84 0.030 1.49 0.81 0.031 1.62 1.06 0.047 1.47 1.02 0.038 1.68 1.27 0.058 1.58 1.24 0.050 0.01 1.70 1.35 0.062 0.01 07:00 1.69 1.47 0.070 1.70 1.49 0.068 1.82 1.59 0.079 1.78 1.56 0.075 1.92 1.55 0.084 1.81 1.69 0.084 0.01 1.84 1.54 0.079 0.01 08:00 2.02 1.89 0.109 2.01 1.86 0.106 2.06 1.94 0.116 1.94 1.89 0.104 2.04 1.75 0.103 1.96 1.75 0.097 0.01 1.99 1.76 0.099 0.02 09:00 2.10 1.94 0.118 2.18 1.96 0.126 2.21 1.94 0.127 2.16 1.93 0.123 2.02 1.77 0.103 1.98 1.80 0.101 0.02 2.12 1.84 0.113 10:00 2.18 1.93 0.124 2.10 1.99 0.121 2.11 1.88 0.115 2.04 1.83 0.107 0.09 1.98 1.75 0.098 2.07 1.73 0.104 0.01 1.98 1.79 0.100 0.03 11:00 2.05 1.81 0.107 2.09 1.83 0.111 2.02 1.77 0.102 2.00 1.71 0.097 0.02 2.00 1.60 0.091 2.01 1.84 0.106 2.04 1.85 0.110 0.18 12:00 2.04 1.82 0.106 2.02 1.62 0.093 1.94 1.62 0.088 1.83 1.37 0.069 1.96 1.53 0.084 1.97 1.65 0.092 2.43 2.10 0.159 0.20 13:00 2.03 1.84 0.107 2.01 1.75 0.100 1.90 1.52 0.081 1.78 1.34 0.064 1.77 1.25 0.060 1.91 1.55 0.083 2.04 1.71 0.100 14:00 1.83 1.42 0.071 1.89 1.32 0.070 1.75 1.32 0.063 1.71 1.20 0.056 1.80 1.37 0.068 1.89 1.51 0.079 1.82 1.55 0.078 15:00 1.87 1.64 0.085 1.85 1.40 0.072 1.69 1.33 0.059 1.68 1.32 0.059 1.64 1.24 0.053 1.78 1.33 0.065 1.83 1.51 0.076 0.15 16:00 1.78 1.42 0.069 1.80 1.20 0.059 1.61 1.15 0.048 1.71 1.13 0.051 1.67 1.18 0.052 1.79 1.37 0.067 1.97 1.80 0.101 0.01 17:00 1.79 1.51 0.073 1.84 1.34 0.068 1.68 1.15 0.052 1.74 1.22 0.057 1.72 1.43 0.066 1.76 1.28 0.061 1.85 1.47 0.075 0.03 18:00 1.83 1.65 0.083 1.84 1.34 0.069 1.85 1.55 0.079 1.79 1.25 0.061 1.83 1.46 0.077 1.89 1.59 0.085 1.84 1.39 0.070 19:00 1.76 1.64 0.077 1.86 1.57 0.080 1.87 1.63 0.084 1.85 1.43 0.073 1.73 1.35 0.064 1.83 1.57 0.079 1.82 1.45 0.072 20:00 1.87 1.70 0.088 1.87 1.62 0.085 1.78 1.41 0.068 1.80 1.47 0.073 1.63 1.27 0.054 1.71 1.38 0.064 1.77 1.28 0.062 21:00 1.63 1.08 0.046 1.78 1.48 0.071 1.77 1.44 0.069 1.78 1.44 0.070 1.56 1.17 0.047 1.67 1.26 0.055 1.64 1.09 0.047 0.02 22:00 1.59 1.24 0.051 1.68 1.30 0.057 1.61 1.10 0.046 1.74 1.30 0.060 1.61 1.12 0.047 1.69 1.25 0.056 1.69 1.26 0.056 0.03 23:00 1.69 1.33 0.059 1.74 1.25 0.058 1.61 1.10 0.047 1.67 1.24 0.054 1.63 1.14 0.048 1.64 1.33 0.057 0.01 1.58 1.13 0.046 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.72 04:05 1.16 10:10 2.39 1.34 02:50 0.27 09:30 2.19 0.067 0.067 02:50 0.008 10:15 0.143 1.73 01:10 1.09 09:10 2.39 1.28 05:15 0.29 11:15 2.19 0.065 0.065 03:40 0.008 11:20 0.148 1.72 04:20 1.14 09:35 2.39 1.26 04:20 0.27 08:30 2.15 0.062 0.062 04:20 0.007 09:35 0.141 1.67 02:20 1.04 09:00 2.34 1.20 04:35 0.30 09:00 2.22 0.058 0.058 02:30 0.008 09:00 0.158 0.11 1.67 03:35 1.10 18:40 2.50 1.19 04:00 0.30 18:40 2.57 0.057 0.057 04:00 0.008 18:40 0.202 1.70 04:10 1.00 18:45 2.40 1.30 02:45 0.34 18:45 2.12 0.063 0.063 04:10 0.007 18:45 0.156 0.14 1.78 02:40 1.23 12:25 2.56 1.34 01:30 0.30 12:35 2.66 0.070 0.070 04:35 0.009 12:35 0.214 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.71 1.27 0.443 0.063 1.26 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 39 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.66 1.37 0.061 0.32 1.56 1.06 0.042 1.49 1.18 0.044 1.51 1.09 0.041 1.38 0.66 0.022 1.52 0.96 0.037 1.45 0.91 0.033 01:00 2.03 1.87 0.109 0.12 1.35 0.47 0.015 1.34 0.57 0.019 1.40 0.67 0.023 1.20 0.48 0.013 1.39 0.50 0.017 1.41 0.97 0.034 02:00 1.92 1.39 0.075 1.36 0.40 0.013 1.38 0.53 0.018 1.31 0.42 0.013 1.36 0.66 0.021 1.31 0.54 0.017 1.32 0.35 0.011 03:00 1.68 0.87 0.040 1.41 0.39 0.013 1.25 0.43 0.013 1.22 0.42 0.011 1.28 0.46 0.014 1.36 0.51 0.016 1.34 0.51 0.016 04:00 1.57 0.67 0.027 1.10 0.36 0.008 1.28 0.38 0.011 1.22 0.45 0.012 1.25 0.41 0.012 1.37 0.49 0.016 1.34 0.73 0.023 05:00 1.52 0.65 0.025 1.23 0.35 0.010 0.01 1.39 0.47 0.016 1.38 0.42 0.014 1.26 0.47 0.014 1.45 0.84 0.030 1.39 0.56 0.019 06:00 1.49 0.89 0.033 0.01 1.62 1.05 0.048 1.57 1.10 0.045 1.55 1.18 0.048 1.61 1.25 0.055 1.74 1.30 0.062 1.45 0.89 0.032 07:00 1.74 1.38 0.064 1.89 1.62 0.085 0.02 1.82 1.60 0.079 1.86 1.62 0.084 1.93 1.71 0.093 1.78 1.37 0.066 1.84 1.67 0.086 08:00 1.99 1.68 0.096 2.13 1.87 0.117 1.88 1.73 0.090 0.01 1.98 1.82 0.102 1.96 1.95 0.108 1.95 1.91 0.105 1.98 1.81 0.102 09:00 2.17 1.84 0.117 0.03 2.17 1.66 0.106 0.04 2.10 1.90 0.116 2.14 1.83 0.115 2.03 1.89 0.109 2.01 1.90 0.109 2.02 1.72 0.100 10:00 2.21 1.81 0.118 0.02 2.24 1.67 0.112 0.02 2.01 1.79 0.102 1.97 1.86 0.103 1.95 1.77 0.097 2.11 1.77 0.109 2.09 1.75 0.106 11:00 2.04 1.77 0.104 1.98 1.68 0.094 1.94 1.76 0.096 1.96 1.66 0.092 1.96 1.67 0.092 2.00 1.80 0.102 2.02 1.77 0.102 12:00 1.99 1.65 0.093 1.97 1.70 0.094 1.87 1.52 0.079 1.92 1.73 0.093 1.86 1.55 0.080 1.94 1.80 0.098 2.01 1.77 0.102 13:00 1.99 1.71 0.097 1.95 1.59 0.087 1.89 1.57 0.082 1.83 1.46 0.074 1.83 1.60 0.081 1.78 1.44 0.069 1.85 1.42 0.072 14:00 1.83 1.40 0.071 1.97 1.70 0.094 1.80 1.35 0.067 1.74 1.32 0.061 1.82 1.42 0.070 1.80 1.31 0.064 1.81 1.42 0.070 15:00 1.84 1.46 0.074 1.77 1.46 0.069 1.80 1.41 0.069 1.73 1.32 0.061 1.72 1.31 0.061 1.61 1.15 0.047 1.79 1.40 0.068 16:00 1.78 1.44 0.069 0.03 1.80 1.38 0.067 1.79 1.21 0.059 1.69 1.25 0.056 1.60 1.08 0.044 1.77 1.50 0.073 1.79 1.37 0.066 17:00 1.88 1.50 0.079 0.08 1.79 1.48 0.072 1.71 1.21 0.056 1.74 1.27 0.059 1.74 1.44 0.068 1.74 1.40 0.065 1.86 1.56 0.080 18:00 1.96 1.60 0.088 0.01 1.85 1.60 0.081 1.76 1.37 0.066 1.82 1.46 0.072 1.91 1.68 0.090 1.78 1.33 0.064 1.84 1.50 0.076 19:00 2.00 1.72 0.098 1.79 1.35 0.066 1.86 1.59 0.082 1.70 1.37 0.062 1.75 1.33 0.062 1.78 1.38 0.067 1.80 1.43 0.071 20:00 1.80 1.49 0.073 0.02 1.67 1.20 0.053 1.81 1.45 0.072 1.81 1.45 0.072 1.82 1.61 0.080 1.67 1.21 0.053 1.74 1.41 0.067 21:00 1.82 1.43 0.071 1.68 1.36 0.060 1.83 1.60 0.080 1.68 1.28 0.057 1.80 1.59 0.078 1.68 1.37 0.061 1.74 1.38 0.064 22:00 1.80 1.28 0.062 1.78 1.59 0.077 1.70 1.40 0.065 1.69 1.24 0.056 1.78 1.51 0.072 1.60 1.14 0.047 1.54 1.04 0.041 23:00 1.64 1.00 0.043 1.81 1.52 0.076 1.68 1.43 0.064 1.56 1.04 0.041 1.58 1.22 0.049 1.60 1.25 0.052 1.60 1.15 0.047 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.85 05:40 1.36 10:35 2.38 1.41 04:35 0.47 09:00 2.37 0.074 0.074 04:35 0.017 09:00 0.164 0.64 1.74 04:45 0.97 10:30 2.52 1.27 03:00 0.27 23:00 2.17 0.065 0.065 04:35 0.007 10:35 0.140 0.09 1.71 03:50 1.04 09:15 2.38 1.27 01:20 0.34 09:10 2.09 0.062 0.062 03:50 0.007 09:10 0.141 0.01 1.68 03:20 1.02 09:20 2.43 1.23 03:25 0.30 08:35 2.19 0.059 0.059 03:25 0.007 09:20 0.134 1.68 01:45 1.01 09:40 2.25 1.28 00:35 0.30 08:45 2.15 0.062 0.062 01:40 0.007 09:50 0.129 1.70 02:45 1.23 10:35 2.26 1.26 01:15 0.30 12:05 2.05 0.060 0.060 05:45 0.010 10:15 0.124 1.71 06:00 1.16 12:05 2.26 1.27 02:30 0.29 08:10 2.05 0.062 0.062 02:00 0.008 12:00 0.128 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.72 1.29 0.445 0.064 0.74 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 40 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.57 0.87 0.035 1.43 0.88 0.032 1.32 0.47 0.015 1.42 0.77 0.027 1.36 0.64 0.021 1.33 0.83 0.026 1.52 0.90 0.035 01:00 1.44 0.65 0.023 1.37 1.04 0.035 1.27 0.40 0.012 1.36 0.83 0.027 1.19 0.55 0.015 1.33 0.48 0.015 1.47 0.86 0.031 02:00 1.39 0.73 0.024 1.11 0.56 0.014 1.33 0.44 0.014 1.33 0.72 0.023 1.26 0.52 0.015 1.28 0.54 0.016 1.33 0.67 0.021 03:00 1.37 0.64 0.021 1.14 0.60 0.015 1.33 0.44 0.014 1.31 0.66 0.020 1.17 0.60 0.016 1.17 0.59 0.016 1.27 0.50 0.015 04:00 1.36 0.62 0.020 1.18 0.50 0.013 1.35 0.40 0.013 1.36 0.78 0.025 1.36 0.71 0.023 1.35 0.69 0.022 1.15 0.55 0.014 05:00 1.38 0.60 0.020 1.24 0.67 0.019 1.52 0.87 0.036 1.55 0.93 0.038 1.43 1.06 0.038 1.48 1.08 0.040 1.27 0.73 0.022 06:00 1.49 0.90 0.034 1.39 1.05 0.037 1.62 1.31 0.056 1.71 1.40 0.064 1.69 1.40 0.064 1.68 1.42 0.065 1.48 1.04 0.040 07:00 1.80 1.61 0.081 1.88 1.74 0.091 1.88 1.88 0.097 1.91 1.71 0.091 1.95 1.90 0.105 1.94 1.75 0.096 1.69 1.36 0.061 08:00 2.05 1.85 0.110 1.91 1.77 0.094 2.08 1.89 0.113 2.00 1.82 0.103 2.05 1.88 0.111 2.05 1.77 0.104 1.97 1.76 0.099 09:00 2.12 1.87 0.116 2.22 1.97 0.136 2.01 1.81 0.104 2.05 1.78 0.105 2.12 1.79 0.110 2.02 1.81 0.104 2.08 1.77 0.107 10:00 2.19 1.77 0.114 2.00 1.67 0.096 1.99 1.72 0.097 1.98 1.78 0.100 2.00 1.75 0.100 2.00 2.02 0.114 2.03 1.80 0.105 11:00 2.02 1.68 0.097 1.98 1.78 0.100 1.89 1.68 0.088 1.93 1.72 0.093 1.92 1.71 0.093 1.99 1.83 0.103 2.06 1.64 0.098 12:00 1.94 1.67 0.091 1.93 1.72 0.093 1.82 1.64 0.081 1.89 1.69 0.089 1.86 1.65 0.085 1.98 1.71 0.095 1.98 1.57 0.087 13:00 1.87 1.47 0.077 1.85 1.76 0.089 1.72 1.32 0.060 1.74 1.38 0.064 1.78 1.43 0.069 1.94 1.65 0.090 1.93 1.61 0.087 14:00 1.76 1.33 0.063 1.76 1.60 0.076 1.69 1.27 0.058 1.70 1.53 0.069 1.69 1.34 0.060 1.80 1.42 0.070 1.91 1.70 0.091 15:00 1.77 1.34 0.065 1.76 1.53 0.072 1.69 1.36 0.062 1.75 1.64 0.076 1.61 1.12 0.046 1.66 1.11 0.049 1.84 1.50 0.076 16:00 1.68 1.13 0.052 1.78 1.70 0.082 1.59 1.20 0.049 1.69 1.19 0.053 1.64 1.21 0.052 1.75 1.21 0.057 1.66 1.43 0.063 17:00 1.74 1.31 0.062 1.77 1.40 0.067 1.74 1.64 0.076 1.79 1.67 0.081 1.78 1.61 0.078 1.75 1.50 0.070 1.86 1.62 0.084 18:00 1.80 1.46 0.072 1.78 1.69 0.082 1.76 1.67 0.079 1.73 1.54 0.071 1.80 1.74 0.085 1.84 1.68 0.085 1.84 1.60 0.081 19:00 1.90 1.80 0.095 1.74 1.45 0.067 1.82 1.71 0.086 1.74 1.44 0.067 1.68 1.29 0.058 1.81 1.69 0.083 1.76 1.60 0.076 20:00 1.75 1.49 0.070 1.79 1.54 0.076 1.55 1.23 0.049 1.73 1.33 0.061 1.72 1.46 0.067 1.70 1.44 0.065 1.67 1.54 0.069 21:00 1.65 1.13 0.049 1.65 1.35 0.058 1.57 1.14 0.046 1.59 1.07 0.044 1.74 1.19 0.056 1.79 1.57 0.077 1.72 1.53 0.070 22:00 1.57 1.14 0.046 1.56 1.25 0.050 1.59 1.15 0.047 1.56 1.19 0.048 1.68 1.20 0.053 1.65 1.43 0.062 1.54 1.39 0.054 23:00 1.55 1.07 0.042 1.42 0.94 0.033 1.61 1.21 0.051 1.46 0.93 0.034 1.42 1.01 0.035 1.61 1.09 0.046 1.57 1.26 0.050 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.71 01:25 1.27 10:25 2.31 1.26 01:20 0.30 09:55 2.14 0.062 0.062 01:20 0.010 09:55 0.146 1.65 04:30 0.95 09:50 3.05 1.34 04:15 0.27 09:50 2.81 0.064 0.064 04:15 0.006 09:50 0.291 1.66 01:35 1.10 08:35 2.42 1.24 03:00 0.27 08:25 2.22 0.058 0.058 02:10 0.008 08:40 0.140 1.68 02:05 1.18 09:40 2.42 1.31 02:05 0.30 09:30 2.10 0.061 0.061 02:05 0.008 09:40 0.143 1.66 03:40 1.01 08:40 2.29 1.28 01:25 0.24 08:35 2.15 0.061 0.061 01:25 0.005 08:35 0.142 1.70 03:45 1.09 07:55 2.29 1.34 03:30 0.30 07:30 2.20 0.065 0.065 03:30 0.007 09:30 0.134 1.69 04:30 1.07 08:40 2.30 1.33 04:45 0.30 10:55 2.19 0.064 0.064 04:45 0.007 08:40 0.148 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.68 1.30 0.435 0.062 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 41 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.44 1.00 0.036 1.54 1.16 0.046 1.48 1.06 0.039 1.43 0.81 0.029 1.47 1.12 0.041 1.48 1.22 0.045 1.50 1.22 0.046 01:00 1.28 0.53 0.016 1.51 1.04 0.039 1.30 0.63 0.019 1.33 0.56 0.018 1.37 0.72 0.024 1.34 0.68 0.022 1.31 0.86 0.028 02:00 1.30 0.74 0.023 1.41 0.69 0.024 1.22 0.62 0.017 1.28 0.53 0.016 1.26 0.60 0.018 1.33 0.61 0.019 1.11 0.35 0.009 03:00 1.23 0.58 0.016 1.42 0.73 0.025 1.24 0.62 0.018 1.18 0.49 0.014 1.20 0.54 0.015 1.11 0.38 0.009 1.13 0.40 0.010 04:00 1.20 0.62 0.017 1.43 0.91 0.032 1.29 0.62 0.018 1.13 0.40 0.010 1.16 0.50 0.013 1.12 0.39 0.010 1.15 0.43 0.012 05:00 1.33 0.69 0.022 1.38 0.89 0.030 1.22 0.62 0.017 1.30 0.56 0.017 1.26 0.79 0.024 1.30 0.46 0.014 1.30 0.81 0.025 06:00 1.45 1.15 0.042 1.49 1.31 0.049 1.43 0.99 0.036 1.52 1.15 0.046 1.50 1.29 0.048 1.55 1.26 0.052 1.52 1.28 0.049 07:00 1.66 1.41 0.062 1.66 1.39 0.061 1.66 1.51 0.067 1.78 1.58 0.076 1.66 1.48 0.065 1.77 1.63 0.079 1.65 1.51 0.065 08:00 2.00 1.92 0.109 1.97 1.76 0.099 1.96 1.73 0.096 1.89 1.79 0.095 1.95 1.83 0.100 1.89 1.78 0.093 1.85 1.75 0.090 09:00 1.98 1.80 0.101 2.11 1.79 0.109 2.06 1.84 0.109 2.02 1.93 0.111 2.00 1.87 0.106 1.99 1.98 0.112 2.08 1.81 0.109 10:00 1.97 1.76 0.098 2.14 1.69 0.105 1.97 1.80 0.100 2.15 1.82 0.115 2.02 1.67 0.096 1.93 1.80 0.097 2.11 1.87 0.115 11:00 2.00 1.75 0.099 2.15 1.79 0.117 1.97 1.79 0.101 2.11 1.81 0.111 1.93 1.67 0.090 1.99 1.72 0.097 2.01 1.73 0.099 12:00 2.10 1.95 0.123 1.90 1.49 0.079 1.92 1.63 0.088 1.86 1.60 0.082 1.90 1.69 0.090 1.86 1.61 0.082 1.84 1.59 0.080 13:00 1.94 1.70 0.093 1.80 1.53 0.075 1.75 1.41 0.066 1.78 1.47 0.071 1.83 1.69 0.085 1.78 1.48 0.071 1.84 1.59 0.080 14:00 1.73 1.44 0.065 1.84 1.63 0.083 1.71 1.34 0.060 1.71 1.56 0.071 1.79 1.69 0.082 1.52 1.34 0.051 1.71 1.61 0.073 15:00 1.71 1.10 0.050 1.73 1.45 0.067 1.68 1.23 0.055 1.72 1.57 0.072 1.80 1.53 0.074 1.65 1.40 0.061 1.69 1.50 0.067 16:00 1.77 1.47 0.070 1.78 1.41 0.068 1.71 1.30 0.059 1.65 1.25 0.054 1.64 1.14 0.049 1.56 1.23 0.049 1.67 1.09 0.047 17:00 1.70 1.46 0.066 1.76 1.32 0.063 1.74 1.45 0.068 1.63 1.12 0.048 1.71 1.24 0.057 1.61 1.26 0.053 1.77 0.98 0.047 18:00 1.76 1.55 0.073 1.78 1.26 0.060 1.75 1.68 0.079 1.71 1.47 0.067 1.71 1.48 0.068 1.88 1.75 0.096 1.61 1.34 0.057 19:00 1.83 1.64 0.082 1.71 1.48 0.067 1.66 1.56 0.068 1.78 1.55 0.074 1.79 1.64 0.080 1.71 1.32 0.060 1.73 1.65 0.076 20:00 1.75 1.55 0.072 1.76 1.46 0.068 1.69 1.21 0.055 1.70 1.56 0.070 1.71 1.45 0.066 1.72 1.53 0.071 1.71 1.69 0.076 21:00 1.70 1.43 0.065 1.78 1.54 0.077 1.63 1.24 0.053 1.71 1.59 0.072 1.63 1.55 0.068 1.70 1.39 0.064 1.71 1.65 0.075 22:00 1.70 1.10 0.050 1.75 1.33 0.062 1.71 1.52 0.070 1.60 1.33 0.055 1.77 1.69 0.081 1.71 1.54 0.070 1.59 1.27 0.053 23:00 1.69 1.17 0.053 1.60 1.10 0.046 1.54 1.44 0.057 1.56 1.32 0.052 1.52 1.07 0.041 1.57 1.29 0.052 1.61 1.40 0.058 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.68 01:35 1.07 12:00 3.05 1.31 01:05 0.30 12:00 2.83 0.063 0.063 04:40 0.008 12:00 0.294 1.73 04:05 1.14 11:05 2.77 1.34 02:20 0.30 11:05 2.98 0.065 0.065 02:20 0.010 11:05 0.270 1.64 05:55 1.05 11:40 2.32 1.28 01:25 0.30 11:40 2.34 0.059 0.059 02:45 0.009 11:40 0.164 1.65 04:15 1.00 09:50 2.30 1.28 04:15 0.14 09:50 2.36 0.060 0.060 04:15 0.003 09:50 0.164 1.65 05:10 1.03 08:55 2.27 1.33 01:15 0.34 21:45 2.20 0.062 0.062 03:25 0.008 21:45 0.133 1.63 04:55 0.97 18:00 2.99 1.29 03:55 0.15 18:00 2.74 0.060 0.060 03:55 0.003 18:00 0.277 1.63 03:00 1.02 10:00 2.28 1.31 03:00 0.18 10:00 2.22 0.060 0.060 03:00 0.004 10:00 0.153 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.66 1.31 0.428 0.061 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 42 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.44 1.28 0.045 1.51 1.25 0.047 1.54 1.13 0.044 1.34 1.07 0.035 1.45 1.04 0.037 1.60 1.26 0.052 1.54 1.12 0.044 01:00 1.40 0.97 0.033 1.33 0.76 0.025 1.36 0.82 0.027 1.16 0.53 0.014 1.31 0.67 0.021 1.55 1.14 0.045 1.38 0.85 0.029 02:00 1.39 0.73 0.025 1.19 0.51 0.014 1.20 0.52 0.015 1.17 0.42 0.011 1.28 0.64 0.020 1.40 0.88 0.030 1.36 0.81 0.026 03:00 1.36 0.57 0.019 1.20 0.53 0.014 1.16 0.45 0.012 1.10 0.49 0.012 1.22 0.56 0.016 1.30 0.71 0.022 1.35 0.80 0.026 04:00 1.35 0.49 0.016 1.21 0.55 0.015 1.19 0.50 0.013 1.15 0.49 0.013 1.34 0.75 0.024 0.01 1.28 0.66 0.020 1.38 0.86 0.028 05:00 1.39 0.37 0.012 1.22 0.56 0.015 1.21 0.55 0.015 1.13 0.51 0.012 1.32 0.75 0.023 1.26 0.57 0.017 1.34 0.78 0.025 06:00 1.53 1.20 0.047 1.35 0.81 0.026 1.48 1.10 0.042 1.30 0.92 0.031 1.38 0.91 0.031 1.57 1.17 0.048 1.51 1.07 0.041 07:00 1.63 1.54 0.066 1.54 1.26 0.051 1.65 1.49 0.065 1.49 1.25 0.047 1.65 1.43 0.063 1.75 1.43 0.069 1.69 1.45 0.067 08:00 1.92 1.88 0.101 1.81 1.73 0.087 1.95 1.94 0.106 1.81 1.85 0.091 2.02 1.59 0.092 2.00 1.62 0.093 2.05 1.70 0.099 09:00 1.97 1.90 0.106 2.01 1.85 0.106 1.96 1.82 0.101 1.94 1.79 0.097 2.11 1.89 0.116 2.02 1.66 0.096 2.15 1.65 0.105 10:00 2.15 1.84 0.119 2.03 1.78 0.104 2.00 1.83 0.104 1.82 1.74 0.086 2.06 1.72 0.102 2.08 1.85 0.112 2.27 1.49 0.102 11:00 2.00 1.72 0.098 2.09 1.89 0.117 2.23 1.66 0.110 1.83 1.69 0.084 2.05 1.63 0.096 2.08 1.41 0.085 2.05 1.26 0.075 12:00 1.99 1.74 0.098 1.98 1.68 0.094 2.05 1.82 0.107 1.89 1.61 0.085 1.92 1.46 0.079 1.87 1.29 0.067 2.03 1.33 0.077 13:00 1.94 1.73 0.095 1.99 1.74 0.098 2.01 1.71 0.098 1.86 1.42 0.073 1.75 1.31 0.062 1.90 1.45 0.077 2.00 1.41 0.081 14:00 1.78 1.45 0.069 1.85 1.58 0.080 1.99 1.57 0.089 1.74 1.12 0.052 1.69 1.30 0.058 1.84 1.43 0.072 1.97 1.46 0.081 15:00 1.65 1.11 0.048 1.78 1.53 0.074 1.93 1.22 0.067 1.71 1.10 0.050 1.71 1.31 0.059 1.75 1.34 0.063 1.92 1.45 0.078 16:00 1.75 1.61 0.076 1.72 1.66 0.076 1.62 1.05 0.045 1.76 1.04 0.049 1.70 1.19 0.054 1.83 1.42 0.071 1.95 1.39 0.076 17:00 1.77 1.59 0.076 1.67 1.41 0.062 1.70 1.29 0.059 1.73 0.97 0.045 1.62 1.27 0.053 1.82 1.30 0.065 1.93 1.45 0.078 18:00 1.80 1.69 0.083 1.76 1.61 0.076 1.87 1.57 0.081 1.73 1.22 0.056 1.87 1.49 0.077 1.90 1.35 0.072 1.92 1.37 0.073 19:00 1.92 1.91 0.102 1.82 1.55 0.078 1.92 1.78 0.095 1.80 1.46 0.071 1.89 1.46 0.076 1.90 1.49 0.079 1.82 1.38 0.069 20:00 1.79 1.70 0.083 1.73 1.55 0.072 1.80 1.60 0.079 1.71 1.40 0.064 1.80 1.44 0.070 1.87 1.55 0.080 1.88 1.39 0.073 21:00 1.81 1.71 0.084 1.77 1.35 0.064 1.79 1.62 0.079 1.71 1.42 0.064 1.80 1.35 0.066 1.71 1.31 0.059 1.88 1.39 0.072 22:00 1.68 1.39 0.062 1.62 1.44 0.060 1.64 1.34 0.057 1.72 1.32 0.060 1.67 1.35 0.060 1.78 1.30 0.063 1.74 1.31 0.062 23:00 1.62 1.41 0.060 1.61 1.33 0.055 1.53 1.08 0.042 1.57 1.20 0.048 1.61 1.24 0.052 1.65 1.27 0.055 1.77 1.36 0.065 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.71 03:00 1.15 10:00 2.79 1.40 04:35 0.30 10:00 2.64 0.068 0.068 04:35 0.010 10:00 0.241 1.66 01:30 1.01 11:35 2.71 1.33 01:30 0.16 11:35 2.73 0.063 0.063 01:30 0.003 11:35 0.239 1.70 03:15 1.01 11:10 2.30 1.31 03:15 0.17 08:25 2.14 0.065 0.065 03:15 0.004 12:00 0.128 1.59 00:50 0.96 09:15 2.13 1.17 05:05 0.27 12:45 2.46 0.052 0.052 05:05 0.007 12:45 0.136 1.68 03:20 1.03 10:05 2.23 1.24 03:15 0.20 09:45 2.46 0.059 0.059 03:15 0.006 09:45 0.154 0.01 1.74 05:35 1.10 10:05 2.25 1.29 04:55 0.27 10:00 2.42 0.063 0.063 05:05 0.007 10:05 0.159 1.79 03:00 1.16 09:55 2.52 1.27 03:00 0.46 09:55 2.42 0.065 0.065 03:00 0.012 09:55 0.191 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.69 1.29 0.434 0.062 0.01 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 43 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.44 1.05 0.038 1.54 1.13 0.045 1.53 1.10 0.043 1.56 0.98 0.040 1.50 1.13 0.043 0.13 1.32 0.84 0.027 1.46 0.99 0.037 01:00 1.46 0.99 0.036 1.33 0.76 0.025 1.34 0.79 0.026 1.35 0.82 0.027 1.78 1.52 0.078 0.03 1.34 0.79 0.025 1.22 0.56 0.016 02:00 1.30 0.72 0.023 1.42 0.92 0.032 1.33 0.77 0.025 1.33 0.60 0.019 1.42 1.00 0.037 1.27 0.66 0.020 1.26 0.65 0.020 03:00 1.35 0.79 0.027 1.39 0.86 0.030 1.27 0.66 0.020 1.38 0.69 0.023 1.31 0.74 0.023 0.01 1.20 0.54 0.015 1.19 0.58 0.017 04:00 1.34 0.78 0.025 1.39 0.88 0.030 1.21 0.57 0.016 1.28 0.56 0.016 1.28 0.67 0.020 0.01 1.17 0.49 0.013 1.13 0.51 0.013 05:00 1.30 0.71 0.023 1.41 0.90 0.031 1.30 0.71 0.023 1.37 0.60 0.020 0.04 1.39 0.87 0.031 1.25 0.62 0.019 1.27 0.68 0.020 06:00 1.38 0.84 0.029 1.54 1.12 0.044 1.55 1.13 0.045 1.63 1.20 0.057 0.14 1.51 1.05 0.041 0.03 1.42 0.96 0.034 1.48 1.09 0.042 07:00 1.69 1.21 0.055 1.66 1.31 0.057 1.71 1.43 0.065 1.85 1.52 0.079 0.01 1.76 1.54 0.074 1.70 1.38 0.063 1.78 1.45 0.070 08:00 2.04 1.53 0.091 1.89 1.62 0.086 1.95 1.80 0.100 1.84 1.51 0.077 1.97 1.80 0.100 1.97 1.82 0.101 1.96 1.72 0.096 09:00 2.01 1.62 0.093 2.06 1.74 0.103 2.07 1.79 0.107 2.07 1.76 0.105 1.99 1.82 0.103 2.06 1.78 0.106 2.06 1.73 0.103 10:00 2.01 1.68 0.096 2.12 1.78 0.110 2.04 1.68 0.099 2.11 1.75 0.108 2.05 1.94 0.114 2.13 1.83 0.114 1.99 1.57 0.089 11:00 1.98 1.51 0.085 2.06 1.61 0.096 2.04 1.68 0.099 2.02 1.58 0.092 1.97 1.65 0.092 1.99 1.67 0.095 1.95 1.48 0.081 12:00 1.94 1.68 0.092 1.93 1.47 0.079 1.91 1.63 0.087 1.87 1.34 0.069 1.94 1.59 0.087 1.78 1.41 0.068 1.84 1.58 0.079 13:00 1.86 1.47 0.076 1.90 1.40 0.073 1.87 1.35 0.071 1.91 1.54 0.084 1.83 1.33 0.066 1.72 1.21 0.056 1.69 1.37 0.061 14:00 1.84 1.36 0.069 1.77 1.33 0.064 1.75 1.34 0.063 1.83 1.41 0.071 1.74 1.34 0.062 1.67 1.22 0.054 1.65 1.41 0.061 15:00 1.72 1.13 0.052 1.69 1.25 0.056 1.66 1.07 0.046 1.70 1.17 0.054 1.66 1.16 0.051 1.60 1.11 0.046 1.60 1.26 0.052 16:00 1.68 1.21 0.054 1.67 1.23 0.054 1.66 1.14 0.050 1.83 1.55 0.078 1.63 1.19 0.050 1.72 1.22 0.056 1.66 1.35 0.059 17:00 1.74 1.38 0.064 1.68 1.19 0.052 1.66 1.21 0.053 1.74 1.45 0.067 1.68 1.24 0.055 1.65 1.11 0.048 1.64 1.32 0.056 18:00 1.70 1.26 0.057 1.70 1.31 0.059 1.75 1.50 0.070 1.68 1.38 0.062 1.74 1.36 0.064 1.77 1.62 0.077 1.63 1.36 0.058 19:00 1.80 1.51 0.074 1.68 1.52 0.068 1.82 1.65 0.082 1.69 1.38 0.062 1.79 1.67 0.081 1.76 1.50 0.071 1.60 1.26 0.052 20:00 1.73 1.49 0.069 1.64 1.20 0.051 1.63 1.17 0.050 1.68 1.41 0.063 1.75 1.62 0.076 1.69 1.32 0.059 1.66 1.52 0.066 21:00 1.71 1.15 0.053 1.72 1.38 0.064 1.69 1.25 0.056 1.73 1.42 0.065 1.76 1.48 0.071 1.64 1.30 0.056 1.61 1.31 0.054 22:00 1.63 1.19 0.050 1.70 1.38 0.063 1.58 1.12 0.046 1.63 1.31 0.056 1.67 1.27 0.056 1.67 1.27 0.056 1.62 1.34 0.056 23:00 1.64 1.22 0.052 1.62 1.23 0.051 1.59 1.20 0.049 1.55 1.17 0.047 0.03 1.60 1.18 0.049 1.62 1.30 0.055 1.61 1.30 0.054 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.68 06:00 1.15 08:45 2.25 1.23 06:00 0.43 10:10 2.76 0.058 0.058 06:00 0.011 10:10 0.161 1.69 01:55 1.08 10:40 2.42 1.27 01:55 0.31 10:40 2.19 0.059 0.059 01:55 0.007 10:40 0.163 1.66 04:45 1.00 08:40 2.44 1.24 03:30 0.37 08:40 2.24 0.058 0.058 04:45 0.009 08:40 0.169 1.69 04:45 1.10 13:30 2.39 1.25 01:30 0.30 13:35 2.47 0.060 0.060 01:30 0.009 10:40 0.130 0.22 1.70 04:30 1.07 01:20 2.33 1.34 04:30 0.28 10:25 2.54 0.063 0.063 04:30 0.006 01:20 0.148 0.21 1.63 04:45 0.98 10:40 2.38 1.21 04:45 0.28 10:25 2.91 0.055 0.055 04:45 0.006 10:25 0.182 1.61 03:40 0.86 10:20 2.19 1.22 03:10 0.17 08:40 2.17 0.055 0.055 03:10 0.004 08:40 0.130 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.67 1.25 0.408 0.058 0.43 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 44 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.41 0.95 0.033 1.27 0.65 0.019 1.50 1.06 0.040 1.48 1.04 0.039 1.46 1.02 0.037 1.35 0.80 0.027 1.38 1.07 0.036 01:00 1.27 0.66 0.020 1.27 0.65 0.020 1.36 0.83 0.027 1.31 0.73 0.023 1.41 0.90 0.031 1.27 0.65 0.020 1.25 0.65 0.019 02:00 1.25 0.62 0.018 1.13 0.42 0.011 1.31 0.74 0.023 1.28 0.68 0.021 1.32 0.74 0.023 1.25 0.62 0.018 1.23 0.59 0.017 03:00 1.23 0.59 0.017 1.07 0.28 0.007 1.23 0.58 0.016 1.29 0.70 0.021 1.31 0.74 0.023 1.35 0.81 0.026 1.27 0.67 0.020 04:00 1.23 0.59 0.016 1.12 0.39 0.010 1.27 0.67 0.020 1.21 0.55 0.015 1.31 0.74 0.023 1.23 0.60 0.017 1.27 0.66 0.020 05:00 1.24 0.61 0.017 1.16 0.45 0.012 1.40 0.89 0.030 1.39 0.86 0.030 1.31 0.73 0.023 1.34 0.79 0.025 1.26 0.64 0.019 06:00 1.34 0.78 0.025 1.32 0.86 0.027 1.54 1.11 0.043 1.58 1.06 0.044 1.47 1.03 0.038 1.62 1.22 0.053 1.46 1.02 0.039 07:00 1.62 1.33 0.057 1.55 1.31 0.054 1.82 1.46 0.072 1.79 1.44 0.071 1.77 1.37 0.066 1.70 1.38 0.064 1.72 1.47 0.069 08:00 1.79 1.62 0.078 1.86 1.78 0.091 2.06 1.66 0.099 2.06 1.82 0.109 2.03 1.79 0.104 2.01 1.72 0.099 1.95 1.65 0.091 09:00 2.08 1.78 0.107 2.18 1.83 0.118 2.13 1.74 0.109 2.21 1.87 0.123 2.07 1.88 0.113 2.04 1.81 0.107 2.11 1.80 0.110 10:00 2.03 1.98 0.116 2.10 1.67 0.102 2.20 1.73 0.113 2.11 1.45 0.090 1.95 1.62 0.089 2.17 1.79 0.114 2.06 1.83 0.108 11:00 2.06 1.80 0.107 2.04 1.41 0.083 2.04 1.65 0.097 1.94 1.39 0.076 1.75 1.34 0.064 2.04 1.57 0.092 2.05 1.72 0.101 12:00 1.99 1.67 0.094 2.02 1.45 0.084 1.94 1.46 0.080 1.98 1.36 0.076 1.76 1.25 0.060 1.81 1.35 0.067 1.93 1.36 0.074 13:00 1.86 1.49 0.076 1.92 1.42 0.076 1.79 1.32 0.064 1.81 1.23 0.060 1.63 1.25 0.053 1.72 1.27 0.059 1.83 1.34 0.067 14:00 1.64 1.34 0.058 1.85 1.33 0.068 1.70 1.21 0.054 1.87 1.23 0.063 1.53 1.13 0.044 1.62 1.13 0.047 1.71 1.18 0.054 15:00 1.62 1.41 0.059 1.90 1.35 0.072 1.69 1.09 0.049 1.84 1.17 0.059 1.58 1.25 0.052 1.68 1.17 0.052 1.71 1.19 0.054 16:00 1.60 1.33 0.055 1.85 1.19 0.060 1.69 1.22 0.054 1.90 1.31 0.069 1.82 1.63 0.081 1.72 1.19 0.055 1.85 1.25 0.064 17:00 1.65 1.33 0.058 1.80 1.28 0.063 1.73 1.45 0.067 1.87 1.41 0.073 1.72 1.33 0.061 1.65 1.24 0.053 1.93 1.44 0.078 18:00 1.63 1.42 0.060 1.84 1.42 0.072 1.74 1.31 0.061 1.76 1.21 0.057 1.68 1.36 0.061 1.70 1.24 0.056 1.93 1.34 0.072 19:00 1.71 1.67 0.077 1.81 1.32 0.065 1.75 1.37 0.064 1.75 1.27 0.060 1.65 1.34 0.058 1.80 1.57 0.077 1.88 1.42 0.074 20:00 1.62 1.35 0.057 1.77 1.30 0.062 1.77 1.44 0.069 1.85 1.35 0.068 1.62 1.34 0.056 1.69 1.34 0.060 1.91 1.42 0.075 21:00 1.64 1.42 0.060 1.83 1.28 0.064 1.71 1.34 0.060 1.82 1.42 0.071 1.59 1.23 0.050 1.59 1.29 0.053 1.87 1.35 0.069 22:00 1.60 1.29 0.053 1.68 1.31 0.058 1.65 1.19 0.051 1.82 1.20 0.060 1.61 1.13 0.047 1.66 1.33 0.058 1.83 1.38 0.069 23:00 1.49 1.00 0.037 1.64 1.23 0.053 1.54 1.03 0.040 1.68 1.22 0.054 1.59 1.20 0.049 1.54 1.16 0.045 1.74 1.30 0.060 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.61 02:40 1.13 10:05 2.41 1.25 02:40 0.39 10:00 2.83 0.057 0.057 02:40 0.010 10:00 0.174 1.67 02:00 0.98 09:45 2.37 1.15 01:50 0.17 09:00 2.19 0.056 0.056 01:50 0.004 09:55 0.137 1.69 02:25 1.19 10:15 2.31 1.23 02:25 0.51 11:50 2.44 0.058 0.058 02:25 0.014 11:50 0.142 1.73 04:10 1.15 10:55 2.29 1.21 04:10 0.43 08:45 2.14 0.060 0.060 04:10 0.011 10:55 0.139 1.62 05:45 1.15 09:20 2.32 1.22 05:45 0.43 09:15 2.79 0.054 0.054 05:45 0.011 09:15 0.178 1.65 01:10 1.07 09:20 2.31 1.21 01:10 0.29 09:15 2.71 0.056 0.056 01:10 0.007 09:15 0.169 1.71 01:50 0.99 09:55 2.23 1.24 02:00 0.28 07:50 2.59 0.061 0.061 01:50 0.006 09:45 0.149 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.67 1.22 0.402 0.057 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 45 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.69 1.26 0.056 1.55 1.13 0.044 1.36 0.86 0.028 1.39 0.88 0.030 1.42 0.98 0.035 1.43 0.98 0.034 1.46 1.03 0.037 01:00 1.54 1.11 0.043 1.43 0.93 0.033 1.26 0.65 0.019 1.27 0.66 0.020 1.27 0.70 0.021 1.27 0.67 0.020 1.24 0.60 0.019 02:00 1.46 0.99 0.036 1.38 0.85 0.028 1.19 0.51 0.014 1.24 0.61 0.018 1.23 0.58 0.016 1.24 0.61 0.018 1.23 0.60 0.017 03:00 1.48 1.03 0.038 1.33 0.77 0.024 1.22 0.56 0.016 1.27 0.67 0.020 1.29 0.69 0.021 1.24 0.61 0.017 1.20 0.53 0.014 04:00 1.45 0.97 0.034 1.33 0.78 0.025 1.20 0.53 0.014 1.25 0.63 0.018 1.33 0.77 0.024 1.28 0.68 0.020 1.27 0.66 0.020 05:00 1.46 0.99 0.036 1.42 0.93 0.033 1.22 0.57 0.017 1.28 0.67 0.020 1.32 0.74 0.024 1.32 0.75 0.024 1.38 0.85 0.029 06:00 1.61 1.21 0.051 1.49 1.06 0.039 1.40 0.93 0.034 1.46 1.05 0.039 1.46 1.08 0.041 1.52 1.17 0.045 1.40 0.92 0.034 07:00 1.83 1.43 0.072 1.69 1.42 0.064 1.71 1.60 0.073 1.68 1.41 0.063 1.65 1.54 0.067 1.74 1.42 0.066 1.78 1.65 0.081 08:00 2.05 1.72 0.101 1.97 1.70 0.095 1.97 1.87 0.105 1.91 1.70 0.091 1.87 1.65 0.086 1.96 1.84 0.102 1.88 1.72 0.090 09:00 2.15 1.87 0.118 2.08 1.63 0.098 2.15 1.94 0.124 2.15 1.97 0.125 2.05 1.72 0.101 2.06 1.77 0.105 2.13 1.80 0.112 10:00 2.15 1.59 0.100 2.13 1.72 0.107 2.16 1.70 0.108 2.09 1.66 0.100 2.10 1.88 0.115 2.07 1.85 0.110 1.98 1.73 0.097 11:00 2.07 1.57 0.094 2.00 1.68 0.096 1.93 1.50 0.081 1.95 1.61 0.089 1.99 1.57 0.089 2.01 1.79 0.103 1.92 1.63 0.087 12:00 2.03 1.52 0.089 1.94 1.68 0.092 1.84 1.42 0.071 1.83 1.39 0.070 1.85 1.42 0.073 1.92 1.74 0.093 1.79 1.53 0.075 13:00 1.85 1.33 0.069 1.81 1.44 0.071 1.74 1.27 0.059 1.65 0.98 0.042 1.76 1.27 0.061 1.75 1.41 0.067 1.79 1.56 0.076 14:00 1.72 1.36 0.062 1.66 1.12 0.049 1.70 1.25 0.056 1.67 1.29 0.057 1.75 1.28 0.060 1.72 1.32 0.060 1.81 1.57 0.078 15:00 1.76 1.31 0.062 1.64 1.11 0.047 1.67 1.22 0.054 1.66 1.26 0.055 1.70 1.38 0.063 1.64 1.14 0.049 1.65 1.29 0.057 16:00 1.67 1.23 0.054 1.70 1.28 0.058 1.63 1.10 0.046 1.71 1.30 0.059 1.69 1.15 0.052 1.60 1.09 0.045 1.61 1.14 0.048 17:00 1.85 1.47 0.075 1.68 1.27 0.057 1.69 1.30 0.058 1.78 1.38 0.066 1.69 1.22 0.055 1.60 1.18 0.049 1.61 1.20 0.050 18:00 1.74 1.16 0.055 1.84 1.61 0.081 1.67 1.27 0.056 1.64 1.32 0.057 1.73 1.29 0.060 1.69 1.36 0.062 1.70 1.45 0.065 19:00 1.87 1.50 0.077 1.77 1.67 0.080 1.83 1.55 0.078 1.65 1.47 0.064 1.70 1.32 0.060 1.90 1.73 0.091 1.80 1.61 0.079 20:00 1.71 1.39 0.063 1.70 1.50 0.068 1.83 1.54 0.077 1.67 1.41 0.062 1.71 1.55 0.071 1.65 1.29 0.055 1.63 1.34 0.057 21:00 1.64 1.24 0.053 1.60 1.35 0.056 1.64 1.26 0.054 1.64 1.29 0.055 1.64 1.25 0.054 1.66 1.24 0.054 1.63 1.20 0.051 22:00 1.65 1.16 0.050 1.63 1.30 0.055 1.66 1.30 0.057 1.64 1.36 0.059 1.68 1.29 0.057 1.65 1.32 0.057 1.64 1.37 0.058 23:00 1.65 1.20 0.052 1.52 1.15 0.044 1.59 1.24 0.051 1.54 1.27 0.050 1.55 1.11 0.044 1.62 1.30 0.055 1.56 1.20 0.048 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.75 02:10 1.37 09:35 2.29 1.32 18:05 0.77 09:35 2.41 0.064 0.064 02:10 0.028 09:35 0.166 1.68 04:30 1.19 10:10 2.26 1.29 04:30 0.52 12:10 2.00 0.060 0.060 04:30 0.014 10:15 0.130 1.64 05:05 1.07 09:30 2.55 1.21 05:05 0.29 09:30 2.52 0.056 0.056 05:05 0.007 09:30 0.203 1.63 02:05 1.12 09:40 2.51 1.22 02:05 0.38 09:40 2.61 0.055 0.055 02:05 0.009 09:40 0.205 1.64 06:00 1.09 10:40 2.36 1.23 06:00 0.32 10:40 2.51 0.056 0.056 06:00 0.008 10:40 0.181 1.65 03:15 1.15 09:40 2.23 1.26 03:15 0.44 10:45 2.15 0.058 0.058 03:15 0.011 10:45 0.124 1.63 01:20 1.00 09:05 2.29 1.26 01:20 0.15 09:05 2.27 0.057 0.057 01:20 0.003 09:05 0.157 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.66 1.25 0.408 0.058 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 46 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.42 0.92 0.033 1.36 0.89 0.029 1.40 1.07 0.037 1.37 0.85 0.028 1.40 0.97 0.034 1.35 0.80 0.026 1.34 0.86 0.028 01:00 1.24 0.60 0.018 1.37 0.84 0.028 1.25 0.62 0.018 1.29 0.70 0.022 1.25 0.63 0.018 1.25 0.62 0.018 1.22 0.57 0.016 02:00 1.25 0.62 0.018 1.25 0.63 0.018 1.27 0.67 0.020 1.27 0.65 0.019 1.27 0.65 0.019 1.25 0.62 0.018 1.18 0.50 0.013 03:00 1.25 0.62 0.018 1.31 0.74 0.023 1.31 0.73 0.023 1.27 0.66 0.020 1.18 0.50 0.014 1.30 0.71 0.022 1.22 0.57 0.016 04:00 1.17 0.46 0.012 1.15 0.44 0.011 1.25 0.63 0.019 1.23 0.59 0.017 1.28 0.68 0.020 1.25 0.63 0.018 1.16 0.46 0.012 05:00 1.26 0.63 0.019 1.26 0.63 0.019 1.38 0.85 0.029 1.35 0.80 0.026 1.27 0.65 0.019 1.28 0.76 0.023 1.26 0.64 0.019 06:00 1.36 0.89 0.029 1.44 1.02 0.037 1.41 0.99 0.034 1.45 0.97 0.036 1.42 0.96 0.036 1.52 1.15 0.045 1.47 1.03 0.039 07:00 1.71 1.54 0.072 1.70 1.57 0.071 1.72 1.63 0.075 1.70 1.48 0.067 1.78 1.49 0.073 1.70 1.57 0.071 1.66 1.51 0.066 08:00 2.07 1.85 0.110 1.97 1.84 0.102 1.83 1.57 0.079 1.87 1.66 0.086 2.00 1.83 0.104 1.98 1.89 0.106 1.85 1.70 0.087 09:00 2.13 1.73 0.108 2.07 1.75 0.105 2.06 1.80 0.107 2.01 1.82 0.105 2.00 1.71 0.097 2.08 1.74 0.104 1.98 1.81 0.101 10:00 2.07 1.68 0.100 2.01 1.72 0.099 2.04 1.74 0.102 2.01 1.70 0.098 2.01 1.75 0.100 2.02 1.77 0.103 1.95 1.65 0.091 11:00 2.00 1.75 0.100 1.95 1.60 0.088 2.05 1.68 0.099 1.95 1.76 0.097 1.84 1.39 0.071 2.03 1.66 0.096 1.95 1.73 0.095 12:00 1.96 1.64 0.091 1.88 1.57 0.082 2.00 1.72 0.098 1.81 1.48 0.073 1.83 1.43 0.073 1.81 1.44 0.071 1.82 1.50 0.074 13:00 1.92 1.71 0.092 1.95 1.88 0.103 1.86 1.40 0.072 1.79 1.43 0.070 1.74 1.25 0.058 1.74 1.29 0.061 1.68 1.25 0.055 14:00 1.83 1.57 0.079 1.80 1.54 0.075 1.83 1.38 0.069 1.67 1.20 0.053 1.73 1.42 0.067 1.73 1.44 0.067 1.63 1.16 0.049 15:00 1.85 1.58 0.080 1.72 1.35 0.062 1.69 1.33 0.059 1.66 1.14 0.049 1.64 1.25 0.053 1.62 1.27 0.054 1.68 1.27 0.056 16:00 1.74 1.33 0.061 1.64 1.20 0.052 1.70 1.25 0.056 1.62 1.11 0.046 1.68 1.27 0.056 1.69 1.19 0.054 1.61 1.03 0.043 17:00 1.76 1.44 0.068 1.65 1.30 0.056 1.66 1.23 0.054 1.66 1.23 0.054 1.63 1.32 0.055 1.63 1.18 0.050 1.67 1.22 0.054 18:00 1.61 1.03 0.043 1.68 1.31 0.058 1.73 1.33 0.062 1.62 1.36 0.057 1.65 1.31 0.056 1.73 1.39 0.065 1.64 1.22 0.052 19:00 1.61 1.07 0.045 1.70 1.44 0.065 1.81 1.63 0.080 1.69 1.46 0.065 1.66 1.10 0.047 1.78 1.52 0.073 1.68 1.24 0.055 20:00 1.71 1.27 0.058 1.66 1.36 0.059 1.77 1.51 0.072 1.63 1.25 0.053 1.71 1.37 0.063 1.83 1.55 0.077 1.67 1.30 0.057 21:00 1.65 1.32 0.058 1.67 1.34 0.059 1.70 1.31 0.059 1.64 1.32 0.057 1.69 1.37 0.061 1.63 1.21 0.052 1.63 1.13 0.048 22:00 1.57 1.20 0.048 1.62 1.24 0.052 1.71 1.36 0.062 1.58 1.14 0.047 1.61 1.22 0.051 1.64 1.07 0.046 1.59 1.21 0.050 23:00 1.59 1.22 0.050 1.48 1.09 0.040 1.65 1.25 0.054 1.60 1.31 0.054 1.54 1.19 0.047 1.53 1.14 0.044 1.55 1.10 0.044 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.65 04:50 1.07 09:40 2.32 1.24 04:50 0.27 08:00 2.02 0.059 0.059 04:50 0.006 09:45 0.127 1.64 04:40 1.08 13:05 2.20 1.26 04:40 0.29 13:10 2.76 0.058 0.058 04:40 0.007 13:10 0.155 1.67 03:20 1.11 10:00 2.15 1.28 03:20 0.36 08:45 2.10 0.060 0.060 03:20 0.009 08:45 0.128 1.61 04:30 1.08 09:30 2.21 1.21 04:30 0.31 09:25 1.99 0.054 0.054 04:30 0.007 09:45 0.119 1.62 03:10 1.10 10:30 2.23 1.20 03:10 0.34 08:20 1.99 0.054 0.054 03:10 0.008 08:20 0.121 1.64 05:05 1.08 09:40 2.37 1.23 05:05 0.29 10:30 2.27 0.057 0.057 05:05 0.007 10:55 0.145 1.59 04:10 1.09 10:00 2.09 1.15 04:10 0.32 07:40 2.02 0.051 0.051 04:10 0.007 11:05 0.113 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.63 1.22 0.392 0.056 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 47 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.36 0.84 0.028 0.02 1.41 1.00 0.034 1.44 0.97 0.035 1.35 0.80 0.026 1.34 0.78 0.025 1.33 0.78 0.025 1.37 0.83 0.028 01:00 1.39 0.89 0.031 0.11 1.27 0.66 0.020 1.31 0.72 0.023 1.25 0.63 0.018 1.19 0.51 0.015 1.36 0.87 0.029 1.25 0.62 0.018 02:00 1.57 1.34 0.056 0.02 1.28 0.67 0.020 1.27 0.66 0.019 1.19 0.52 0.014 1.24 0.61 0.018 1.26 0.64 0.019 1.28 0.67 0.020 03:00 1.25 0.62 0.018 1.24 0.60 0.017 1.26 0.64 0.019 1.11 0.36 0.009 1.24 0.61 0.018 1.27 0.65 0.019 1.24 0.61 0.017 04:00 1.27 0.67 0.021 1.27 0.65 0.019 1.29 0.70 0.021 1.20 0.52 0.014 1.29 0.69 0.021 1.28 0.70 0.022 1.27 0.67 0.020 05:00 1.16 0.46 0.012 1.29 0.69 0.021 1.37 0.83 0.028 1.28 0.69 0.021 1.26 0.64 0.019 1.36 0.82 0.027 1.15 0.51 0.014 06:00 1.39 0.91 0.031 1.31 0.75 0.024 1.43 0.95 0.035 1.42 0.95 0.034 1.51 1.21 0.047 1.49 1.20 0.047 1.38 0.99 0.035 07:00 1.67 1.55 0.068 1.69 1.37 0.061 1.70 1.54 0.070 1.66 1.38 0.062 1.72 1.60 0.074 1.80 1.76 0.086 1.78 1.64 0.079 08:00 1.95 1.80 0.099 1.98 1.87 0.106 2.08 1.84 0.111 1.97 1.87 0.104 1.93 1.73 0.093 1.91 1.86 0.098 1.97 1.88 0.105 09:00 2.04 1.78 0.104 2.11 1.73 0.107 2.07 1.69 0.101 1.94 1.77 0.096 2.00 1.81 0.103 2.03 1.87 0.109 1.99 1.76 0.100 10:00 2.02 1.72 0.099 2.09 1.72 0.104 2.01 1.64 0.094 2.01 1.75 0.100 2.01 1.75 0.100 1.97 1.73 0.096 1.95 1.65 0.090 11:00 2.03 1.69 0.098 1.89 1.47 0.077 1.90 1.57 0.084 1.86 1.62 0.083 1.89 1.69 0.089 1.88 1.62 0.084 1.87 1.78 0.092 12:00 1.97 1.56 0.087 1.90 1.57 0.083 1.87 1.63 0.084 1.83 1.51 0.077 1.81 1.45 0.072 1.84 1.66 0.084 1.78 1.59 0.077 13:00 1.80 1.30 0.064 1.80 1.55 0.075 1.74 1.29 0.060 1.69 1.31 0.059 1.69 1.59 0.071 1.78 1.48 0.071 1.61 1.23 0.051 14:00 1.67 1.14 0.050 1.78 1.54 0.074 1.63 1.20 0.051 1.64 1.27 0.054 1.61 1.26 0.053 1.64 1.34 0.057 1.58 1.12 0.045 15:00 1.67 1.23 0.054 1.76 1.38 0.066 1.59 1.20 0.049 1.57 1.17 0.048 1.57 1.16 0.046 1.61 1.20 0.050 1.60 1.20 0.049 16:00 1.69 1.22 0.055 1.71 1.14 0.052 1.63 1.23 0.052 1.62 1.09 0.046 1.59 1.20 0.049 1.69 1.42 0.064 1.59 1.23 0.051 17:00 1.61 1.14 0.047 1.65 1.23 0.053 1.62 1.10 0.046 1.61 1.18 0.049 1.60 1.17 0.048 1.61 1.32 0.055 1.56 1.21 0.048 18:00 1.69 1.27 0.057 1.71 1.36 0.062 1.67 1.33 0.059 1.61 1.16 0.049 1.72 1.38 0.063 1.70 1.49 0.067 1.60 1.23 0.051 19:00 1.68 1.37 0.061 1.79 1.32 0.064 1.66 1.19 0.052 1.66 1.33 0.058 1.59 1.36 0.055 1.72 1.42 0.065 1.58 1.29 0.052 20:00 1.65 1.14 0.049 1.70 1.19 0.054 1.76 1.49 0.072 1.71 1.40 0.063 1.64 1.28 0.055 1.69 1.41 0.064 1.60 1.32 0.054 21:00 1.66 1.23 0.054 1.65 1.24 0.053 1.59 1.19 0.048 1.57 1.23 0.049 1.69 1.55 0.069 1.64 1.37 0.059 1.55 1.27 0.050 22:00 1.67 1.35 0.059 1.68 1.22 0.054 1.63 1.31 0.055 1.58 1.22 0.049 1.69 1.54 0.069 1.59 1.31 0.053 1.56 1.31 0.052 23:00 1.52 1.13 0.043 1.52 1.11 0.043 1.51 1.09 0.042 1.51 1.13 0.043 1.54 1.25 0.049 1.50 1.15 0.043 1.56 1.21 0.048 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.64 05:55 1.09 09:40 2.26 1.22 05:55 0.32 08:05 1.99 0.056 0.056 05:55 0.008 09:40 0.128 0.15 1.64 01:05 1.06 09:15 2.34 1.21 01:05 0.25 08:50 2.02 0.056 0.056 01:05 0.006 08:45 0.131 1.63 00:50 1.18 08:15 2.26 1.21 00:50 0.50 08:15 2.31 0.055 0.055 00:50 0.013 08:15 0.156 1.58 03:50 1.04 10:20 2.10 1.16 03:50 0.22 08:15 2.07 0.051 0.051 03:50 0.005 08:20 0.120 1.60 01:10 1.05 10:40 2.20 1.24 01:10 0.24 11:10 2.02 0.055 0.055 01:10 0.005 10:40 0.118 1.62 06:00 1.12 10:00 2.23 1.29 06:00 0.38 08:55 2.05 0.058 0.058 06:00 0.009 09:05 0.116 1.57 05:35 0.85 10:25 2.08 1.20 05:30 0.19 08:25 2.02 0.052 0.052 05:30 0.004 08:25 0.120 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.61 1.22 0.383 0.055 0.15 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 48 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.40 0.94 0.032 1.34 0.77 0.026 1.36 0.83 0.027 1.32 0.78 0.025 1.42 1.01 0.035 1.33 0.83 0.027 1.41 0.91 0.032 01:00 1.25 0.63 0.019 1.25 0.61 0.018 1.27 0.66 0.019 1.20 0.52 0.015 1.30 0.74 0.023 1.22 0.56 0.016 1.25 0.64 0.019 02:00 1.25 0.63 0.018 1.25 0.61 0.018 1.23 0.59 0.017 1.18 0.48 0.013 1.26 0.65 0.019 1.27 0.66 0.019 1.25 0.62 0.018 03:00 1.23 0.58 0.016 1.23 0.59 0.017 1.24 0.60 0.017 1.19 0.52 0.014 1.27 0.66 0.019 1.25 0.62 0.018 1.30 0.71 0.022 04:00 1.11 0.36 0.009 1.32 0.75 0.024 1.28 0.68 0.021 1.14 0.41 0.011 1.26 0.64 0.019 1.27 0.66 0.019 1.25 0.62 0.018 05:00 1.25 0.63 0.018 1.20 0.54 0.015 1.30 0.71 0.022 1.28 0.69 0.021 1.28 0.67 0.020 1.27 0.65 0.020 1.23 0.61 0.018 06:00 1.37 0.86 0.030 1.31 0.75 0.025 1.40 1.04 0.038 1.48 1.04 0.041 1.50 1.09 0.042 1.38 1.04 0.034 1.28 0.73 0.022 07:00 1.66 1.55 0.069 1.64 1.46 0.063 1.72 1.56 0.073 1.71 1.54 0.071 1.70 1.42 0.065 1.54 1.34 0.053 1.70 1.57 0.070 08:00 1.95 1.84 0.101 1.88 1.79 0.093 1.96 1.69 0.093 1.92 1.75 0.094 1.95 1.86 0.102 1.71 1.41 0.064 1.87 1.43 0.073 09:00 2.01 1.74 0.099 2.00 1.73 0.099 2.01 1.75 0.100 2.04 1.92 0.112 1.98 1.77 0.100 1.76 1.38 0.065 1.83 1.40 0.070 10:00 2.07 1.83 0.110 2.02 1.81 0.104 2.04 1.79 0.104 2.03 1.89 0.110 1.94 1.44 0.079 1.77 1.25 0.060 1.87 1.40 0.073 11:00 1.98 1.67 0.094 1.92 1.80 0.096 2.02 1.66 0.096 1.96 1.68 0.093 1.80 1.31 0.064 1.76 1.22 0.058 1.82 1.27 0.063 12:00 1.89 1.52 0.079 1.84 1.57 0.080 1.91 1.60 0.086 1.82 1.61 0.080 1.69 1.24 0.055 1.80 1.35 0.066 1.72 1.48 0.067 13:00 1.87 1.52 0.079 1.83 1.45 0.073 1.82 1.40 0.069 1.75 1.62 0.076 1.57 1.19 0.048 1.61 1.31 0.054 1.71 1.42 0.064 14:00 1.84 1.55 0.078 1.72 1.24 0.057 1.66 1.20 0.052 1.72 1.49 0.069 1.40 1.13 0.039 1.57 1.40 0.056 1.67 1.40 0.062 15:00 1.65 1.30 0.057 1.71 1.11 0.051 1.55 1.08 0.042 1.63 1.29 0.055 1.41 0.92 0.032 1.62 1.39 0.059 1.50 1.07 0.040 16:00 1.63 1.28 0.054 1.70 1.09 0.050 1.53 1.05 0.041 1.62 1.22 0.051 1.37 1.04 0.035 1.53 1.25 0.048 1.53 1.38 0.053 17:00 1.76 1.43 0.067 1.59 1.16 0.047 1.55 1.16 0.046 1.68 1.15 0.051 1.57 1.40 0.056 1.49 1.20 0.045 1.46 1.27 0.046 18:00 1.57 1.30 0.052 1.73 1.38 0.064 1.63 1.33 0.057 1.68 1.30 0.057 1.63 1.42 0.060 1.68 1.37 0.061 1.60 1.43 0.059 19:00 1.62 1.37 0.058 1.63 1.18 0.050 1.76 1.52 0.073 1.64 1.32 0.056 1.66 1.50 0.065 1.72 1.35 0.061 1.62 1.53 0.064 20:00 1.63 1.25 0.053 1.60 1.34 0.055 1.66 1.34 0.059 1.66 1.40 0.061 1.59 1.43 0.058 1.61 1.38 0.058 1.63 1.41 0.059 21:00 1.60 1.19 0.049 1.58 1.29 0.052 1.56 1.13 0.045 1.59 1.25 0.051 1.54 1.32 0.052 1.50 1.15 0.044 1.56 1.40 0.056 22:00 1.60 1.28 0.053 1.51 1.18 0.045 1.59 1.27 0.052 1.64 1.22 0.052 1.54 1.26 0.049 1.65 1.37 0.059 1.50 1.23 0.046 23:00 1.57 1.31 0.052 1.55 1.19 0.046 1.53 1.08 0.041 1.50 1.19 0.045 1.43 1.06 0.037 1.56 1.20 0.048 1.43 1.10 0.038 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.62 04:15 1.05 10:30 2.40 1.23 04:15 0.25 10:30 2.37 0.056 0.056 04:15 0.006 10:30 0.175 1.60 06:10 0.91 10:05 2.11 1.18 05:35 0.18 08:55 2.02 0.053 0.053 05:35 0.004 09:05 0.119 1.61 06:25 1.05 10:25 2.19 1.20 06:25 0.23 07:35 2.05 0.054 0.054 06:25 0.005 08:05 0.119 1.60 01:35 1.00 09:20 2.14 1.22 01:35 0.15 09:10 2.05 0.055 0.055 01:35 0.003 10:35 0.124 1.54 00:25 1.15 09:05 2.11 1.17 05:30 0.46 08:00 2.09 0.049 0.049 05:30 0.012 08:00 0.124 1.54 05:50 1.05 11:55 2.04 1.14 05:50 0.25 09:15 1.65 0.046 0.046 05:50 0.006 08:20 0.091 1.54 05:55 0.95 10:45 2.12 1.17 01:10 0.24 07:05 1.85 0.048 0.048 01:10 0.005 10:45 0.096 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.58 1.19 0.361 0.052 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 49 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 1.34 0.95 0.030 1.34 0.78 0.025 01:00 1.10 0.40 0.010 1.10 0.42 0.010 02:00 1.24 0.61 0.017 1.05 0.24 0.005 03:00 1.23 0.58 0.016 1.03 0.20 0.004 04:00 1.19 0.52 0.014 1.04 0.22 0.005 05:00 1.16 0.46 0.012 1.11 0.39 0.010 06:00 1.22 0.68 0.021 1.27 1.05 0.031 07:00 1.53 1.41 0.055 1.57 1.34 0.055 08:00 1.82 1.54 0.077 1.82 1.43 0.071 09:00 1.78 1.40 0.067 1.94 1.55 0.085 10:00 1.77 1.31 0.062 1.77 1.40 0.067 11:00 1.83 1.40 0.070 1.79 1.30 0.063 12:00 1.83 1.47 0.074 1.73 1.29 0.059 13:00 1.76 1.27 0.060 1.76 1.31 0.062 14:00 1.71 1.35 0.061 1.71 1.43 0.065 15:00 1.69 1.31 0.059 1.70 1.47 0.066 16:00 1.65 1.41 0.061 1.73 1.45 0.067 17:00 1.57 1.33 0.053 1.63 1.35 0.057 18:00 1.72 1.42 0.066 1.61 1.25 0.053 19:00 1.70 1.45 0.065 1.69 1.41 0.063 20:00 1.76 1.46 0.069 1.57 1.35 0.054 21:00 1.61 1.40 0.058 1.64 1.36 0.058 22:00 1.55 1.28 0.051 1.61 1.22 0.051 23:00 1.48 0.95 0.035 1.40 0.91 0.031 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.55 06:25 0.82 12:45 2.15 1.14 05:50 0.14 12:45 1.82 0.048 0.048 05:50 0.003 12:45 0.114 1.53 01:20 0.92 09:30 2.11 1.09 03:55 0.13 10:00 1.92 0.047 0.047 03:55 0.003 09:25 0.109 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.54 1.11 0.095 0.048 18C-3, Pipe Height: 12 in Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 50 of 176 Site 5D-28 functioned under normal conditions during the period Saturday, February 22, 2014 to Sunday, May 11, 2014 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Average flow depth, velocity, and quantity data observed during Saturday, February 22, 2014 to Sunday, May 11, 2014 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 29.5% full at its recorded peak of 2.36 inches and approximately 10.6% full during its recorded average depth of 0.85 inches. Data uptime observed during the Saturday, February 22, 2014 to the Sunday, May 11, 2014 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Site Commentary Site Information 5D-28 Pipe Dimensions 8 " Silt Level 0.00" Overview Observations Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 0.85 1.88 0.025 Minimum 0.39 0.61 0.006 Maximum 2.36 5.67 0.245 Time of Minimum 5/6/2014 11:25 PM 3/25/2014 3:35 AM 5/6/2014 11:25 PM Time of Maximum 5/8/2014 8:30 AM 3/8/2014 8:20 AM 2/28/2014 12:00 PM Data Quality Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 51 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/21/14 JG 5D-28 2004 Avenue of the Trees X Monitor S/N:2832 5D-28 N/A 8.00" 8.00" N/A 168.0" Precast / Good VCP / Good x 2/21/14 @ 11:00 a.m. 0.88" .25 2.30 0.00" Standard installation Ultrasonic Sensor / Velocity Sensor No Evidence of Surcharge RG 1 ADS Site Location 8.00" x 8.00"5D-28 Site Map NAccess Map N Planar NCross Section Drive Low depth with moderate velocity Monitor Series:3600 168.0"N/A N/A N/A N/A N/A N/A DNI DNI Sensor Location FlowDir. Page 52 of 176 Page 53 of 176 Page 54 of 176 Page 55 of 176 Page 56 of 176 Page 57 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 06:50 0.59 08:15 1.69 0.86 02:30 0.96 08:15 4.63 1.92 02:35 0.012 08:15 0.160 0.026 0.026 2/23/2014 06:05 0.60 12:30 1.37 0.89 04:00 0.91 07:30 3.84 1.92 04:35 0.012 12:30 0.090 0.027 0.027 2/24/2014 05:45 0.60 07:15 1.47 0.86 00:55 0.98 07:10 4.26 1.95 04:55 0.012 07:10 0.121 0.026 0.026 2/25/2014 23:50 0.69 07:35 1.29 0.85 01:40 0.94 07:35 4.11 1.95 00:05 0.013 07:35 0.097 0.025 0.025 0.11 2/26/2014 14:35 0.65 19:10 1.43 0.84 03:05 0.94 07:10 4.24 1.92 23:25 0.012 19:10 0.113 0.025 0.025 2/27/2014 00:50 0.61 07:15 1.16 0.83 03:15 0.94 09:15 3.69 1.91 03:15 0.010 09:15 0.068 0.024 0.024 0.14 2/28/2014 00:20 0.68 12:00 2.11 0.92 00:40 0.98 12:00 5.13 2.13 00:40 0.011 12:00 0.245 0.033 0.033 1.01 3/1/2014 06:20 0.62 18:05 1.31 0.89 05:25 0.94 12:35 3.72 2.04 05:50 0.010 18:05 0.082 0.029 0.029 0.64 3/2/2014 05:20 0.64 08:40 1.29 0.86 04:35 0.88 08:40 3.97 1.93 04:35 0.010 08:40 0.094 0.026 0.026 0.09 3/3/2014 22:45 0.63 10:05 1.28 0.83 01:40 0.91 12:25 3.15 1.87 22:45 0.012 10:05 0.069 0.024 0.024 0.01 3/4/2014 15:40 0.61 07:20 1.32 0.81 02:00 0.98 07:20 3.57 1.84 02:00 0.010 07:20 0.087 0.022 0.022 3/5/2014 06:10 0.63 08:10 1.16 0.82 03:40 0.94 08:10 3.74 1.84 03:40 0.011 08:10 0.075 0.023 0.023 3/6/2014 16:10 0.61 07:20 1.64 0.85 04:20 0.71 07:20 4.17 1.76 04:20 0.011 07:20 0.139 0.023 0.023 3/7/2014 06:25 0.62 07:05 1.66 0.80 02:05 0.94 07:05 4.27 1.80 01:20 0.012 07:05 0.144 0.022 0.022 3/8/2014 23:00 0.62 08:20 1.72 0.86 05:10 0.84 08:20 5.67 1.81 05:10 0.011 08:20 0.203 0.025 0.025 3/9/2014 22:25 0.64 09:05 1.23 0.87 04:50 0.84 07:50 3.77 1.80 04:50 0.011 07:50 0.080 0.024 0.024 3/10/2014 15:00 0.67 08:30 1.15 0.84 03:10 0.84 09:40 3.70 1.87 03:10 0.011 09:40 0.069 0.024 0.024 3/11/2014 16:45 0.68 13:20 1.67 0.84 02:40 0.94 20:35 4.46 1.83 23:50 0.012 07:15 0.114 0.024 0.024 3/12/2014 03:30 0.63 09:25 1.61 0.81 00:30 0.91 09:25 4.01 1.87 00:15 0.011 09:25 0.130 0.023 0.023 3/13/2014 14:35 0.61 06:15 1.47 0.81 04:30 0.98 06:15 3.94 1.89 00:55 0.010 06:15 0.113 0.023 0.023 3/14/2014 17:20 0.62 08:10 1.15 0.80 01:55 0.94 19:15 3.32 1.87 04:50 0.012 19:15 0.061 0.023 0.023 3/15/2014 06:35 0.65 14:35 1.28 0.82 01:25 1.01 08:55 3.95 1.89 01:25 0.011 14:35 0.087 0.023 0.023 3/16/2014 23:40 0.64 08:30 1.16 0.85 03:05 1.01 08:30 3.37 1.88 00:45 0.013 08:30 0.068 0.025 0.025 3/17/2014 23:55 0.60 21:20 1.26 0.83 04:20 0.98 07:25 3.26 1.88 03:20 0.012 21:20 0.068 0.024 0.024 3/18/2014 20:55 0.50 10:20 1.21 0.76 00:40 0.86 10:20 3.33 1.85 00:40 0.010 10:20 0.071 0.020 0.020 3/19/2014 02:10 0.58 12:50 1.52 0.80 01:00 0.88 12:50 3.30 1.79 01:00 0.011 12:50 0.098 0.022 0.022 3/20/2014 18:55 0.45 20:35 1.40 0.76 01:30 1.01 20:35 4.12 1.85 11:05 0.011 20:35 0.109 0.020 0.020 3/21/2014 20:55 0.50 11:35 1.53 0.77 03:10 0.91 09:10 3.18 1.79 03:10 0.011 11:35 0.091 0.020 0.020 3/22/2014 21:30 0.43 08:45 1.27 0.80 04:00 0.66 10:00 3.47 1.90 04:00 0.006 09:00 0.076 0.023 0.023 3/23/2014 14:15 0.45 09:50 1.36 0.80 01:35 0.94 09:50 3.90 1.83 14:15 0.011 09:50 0.099 0.022 0.022 3/24/2014 09:20 0.52 07:35 1.39 0.78 01:05 0.96 07:30 3.85 1.84 01:05 0.012 07:35 0.094 0.021 0.021 3/25/2014 18:50 0.60 08:10 1.09 0.84 03:35 0.61 09:30 3.20 1.75 03:35 0.008 08:10 0.047 0.022 0.022 3/26/2014 10:30 0.60 08:00 1.11 0.77 23:10 0.93 08:10 3.69 1.84 23:15 0.010 08:10 0.057 0.021 0.021 0.01 3/27/2014 14:45 0.59 07:50 1.15 0.82 05:00 0.98 07:55 3.69 1.90 01:30 0.011 07:55 0.071 0.024 0.024 3/28/2014 05:50 0.60 06:25 1.15 0.81 01:50 0.98 06:50 3.52 1.92 03:05 0.012 06:50 0.069 0.024 0.024 3/29/2014 23:25 0.61 21:45 1.17 0.81 03:20 1.01 07:45 3.84 1.87 07:15 0.011 07:45 0.076 0.023 0.023 3/30/2014 22:45 0.60 20:25 1.21 0.81 06:20 0.93 20:25 3.57 1.92 01:30 0.011 20:25 0.076 0.023 0.023 3/31/2014 05:15 0.59 09:05 1.19 0.82 00:15 0.89 07:25 4.02 1.97 00:15 0.009 09:35 0.063 0.025 0.025 4/1/2014 22:35 0.53 18:40 1.97 0.82 02:35 1.01 18:40 4.54 1.85 04:25 0.011 18:40 0.196 0.023 0.023 0.22 4/2/2014 15:10 0.61 01:40 1.40 0.85 01:35 0.71 08:10 3.52 1.93 01:35 0.014 08:10 0.062 0.025 0.025 0.21 4/3/2014 21:05 0.55 21:10 1.12 0.82 04:10 0.91 06:50 3.33 1.93 21:05 0.012 06:55 0.054 0.023 0.023 4/4/2014 05:25 0.59 07:10 1.29 0.82 04:20 0.98 07:15 3.69 1.94 22:20 0.012 07:15 0.086 0.024 0.024 4/5/2014 21:20 0.60 10:00 1.14 0.83 02:00 0.94 11:15 3.87 1.92 21:20 0.010 09:40 0.070 0.024 0.024 4/6/2014 15:05 0.61 19:45 1.44 0.91 05:00 0.94 10:35 3.58 1.90 01:50 0.011 22:15 0.074 0.028 0.028 4/7/2014 15:00 0.56 06:10 1.68 0.99 02:55 0.81 07:30 3.37 1.92 16:35 0.011 08:30 0.064 0.029 0.029 4/8/2014 15:15 0.63 21:45 1.07 0.81 02:45 0.93 21:45 3.42 1.95 02:45 0.010 21:45 0.062 0.024 0.024 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 5D-28, Pipe Height: 8 in Page 58 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 05:15 0.59 07:25 1.08 0.80 04:15 0.74 08:05 3.64 1.96 04:15 0.008 08:05 0.065 0.023 0.023 4/10/2014 23:55 0.55 07:25 1.38 0.82 03:25 0.91 07:25 5.23 1.86 00:55 0.010 07:25 0.136 0.023 0.023 4/11/2014 15:05 0.61 07:50 1.10 0.82 04:30 0.94 08:45 3.30 1.96 04:35 0.011 08:45 0.056 0.024 0.024 4/12/2014 04:25 0.58 07:25 1.29 0.82 05:10 1.08 08:35 3.35 1.93 04:25 0.009 09:50 0.063 0.024 0.024 4/13/2014 00:15 0.58 18:55 1.42 0.95 02:40 0.94 10:15 3.30 1.98 00:25 0.011 17:15 0.073 0.032 0.032 4/14/2014 07:50 0.72 05:25 1.33 1.09 02:35 0.74 16:15 3.28 2.01 02:35 0.017 10:15 0.064 0.035 0.035 4/15/2014 15:20 0.66 04:55 1.34 0.94 05:00 0.88 05:35 3.52 1.92 23:35 0.011 09:20 0.063 0.027 0.027 4/16/2014 14:30 0.57 15:05 1.14 0.81 03:00 0.81 06:50 3.11 1.89 03:00 0.009 01:05 0.055 0.023 0.023 4/17/2014 14:10 0.54 07:00 1.21 0.80 02:55 0.88 07:00 3.57 1.88 01:15 0.010 07:00 0.077 0.023 0.023 4/18/2014 06:15 0.63 09:50 1.27 0.82 03:25 1.01 07:35 3.37 1.95 02:00 0.011 07:35 0.072 0.025 0.025 4/19/2014 01:45 0.60 11:15 1.47 0.87 01:00 1.01 11:15 3.69 1.97 01:00 0.012 11:15 0.105 0.027 0.027 4/20/2014 06:30 0.62 10:30 1.25 0.87 03:05 0.98 09:55 3.84 1.92 06:00 0.012 09:55 0.079 0.026 0.026 4/21/2014 23:05 0.57 07:15 1.26 0.82 01:10 0.98 07:15 4.11 1.92 00:05 0.010 07:15 0.093 0.024 0.024 4/22/2014 00:15 0.56 20:40 1.24 0.82 04:35 0.72 06:40 4.02 1.90 04:35 0.008 20:40 0.066 0.024 0.024 4/23/2014 18:20 0.60 18:45 1.55 0.86 01:15 0.89 18:30 3.64 1.84 19:20 0.013 18:30 0.099 0.024 0.024 4/24/2014 23:00 0.60 07:30 1.12 0.81 03:00 0.91 07:30 3.08 1.84 05:55 0.012 07:30 0.059 0.022 0.022 4/25/2014 04:20 0.61 16:50 1.09 0.82 02:10 1.04 12:30 3.28 1.90 04:20 0.010 12:30 0.054 0.023 0.023 4/26/2014 00:40 0.57 08:05 1.25 0.83 03:45 0.91 18:15 4.17 1.89 04:35 0.011 18:15 0.094 0.024 0.024 0.15 4/27/2014 23:50 0.58 08:15 1.15 0.82 01:40 0.94 08:15 3.64 1.92 05:05 0.010 08:15 0.073 0.024 0.024 4/28/2014 06:45 0.53 07:35 1.23 0.81 01:10 0.94 07:30 3.70 1.90 16:25 0.009 07:30 0.079 0.023 0.023 4/29/2014 15:20 0.61 21:35 1.18 0.79 05:30 0.98 10:55 2.89 1.86 04:35 0.010 21:35 0.054 0.022 0.022 4/30/2014 13:30 0.58 07:00 1.56 0.78 02:30 0.94 07:00 4.12 1.86 05:00 0.011 07:00 0.128 0.022 0.022 5/1/2014 14:15 0.53 07:05 1.27 0.78 02:35 0.94 07:05 4.51 1.89 14:15 0.009 07:05 0.104 0.022 0.022 5/2/2014 12:55 0.54 21:50 1.36 0.77 03:20 0.96 07:20 3.48 1.84 22:30 0.009 21:50 0.078 0.021 0.021 5/3/2014 23:35 0.60 09:35 1.25 0.80 01:50 0.98 11:00 3.37 1.88 23:35 0.010 09:35 0.067 0.023 0.023 5/4/2014 05:25 0.57 10:30 1.24 0.81 03:05 0.81 08:30 4.02 1.88 03:05 0.008 08:30 0.083 0.023 0.023 5/5/2014 22:45 0.55 19:10 1.26 0.83 02:50 0.88 19:10 3.87 1.92 02:50 0.010 19:10 0.088 0.025 0.025 5/6/2014 23:25 0.39 20:40 1.27 0.79 03:35 0.98 20:35 4.11 1.85 23:25 0.006 20:35 0.095 0.022 0.022 5/7/2014 23:55 0.50 07:10 1.27 0.81 01:30 0.98 07:10 3.92 1.86 15:20 0.009 07:10 0.090 0.024 0.024 5/8/2014 02:00 0.58 08:30 2.36 1.46 01:45 0.72 06:40 3.69 1.63 01:45 0.007 19:00 0.110 0.050 0.050 5/9/2014 23:50 0.80 19:15 2.02 1.46 00:15 0.88 21:10 3.32 1.64 03:55 0.013 21:05 0.117 0.049 0.049 5/10/2014 21:50 0.53 09:00 1.90 1.05 03:55 0.94 17:40 3.57 1.86 06:00 0.009 10:55 0.121 0.036 0.036 5/11/2014 15:35 0.47 08:10 1.29 0.81 05:15 0.88 08:10 3.92 1.84 04:30 0.007 08:10 0.092 0.023 0.023 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 0.85 1.88 1.966 0.025 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 59 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.79 1.33 0.015 0.80 1.31 0.015 0.85 1.19 0.015 0.86 1.16 0.015 0.76 1.50 0.016 0.81 1.27 0.015 0.80 1.21 0.014 0.02 01:00 0.83 1.20 0.015 0.84 1.16 0.015 0.87 1.12 0.015 0.90 1.07 0.015 0.86 1.12 0.015 0.81 1.19 0.014 0.81 1.21 0.014 0.01 02:00 0.83 1.16 0.014 0.84 1.19 0.015 0.86 1.09 0.014 0.90 1.06 0.015 0.89 1.06 0.015 0.76 1.22 0.013 0.79 1.32 0.015 0.03 03:00 0.81 1.20 0.014 0.86 1.15 0.015 0.80 1.29 0.015 0.91 1.11 0.016 0.91 1.07 0.015 0.77 1.11 0.012 0.78 1.20 0.014 0.02 04:00 0.81 1.30 0.016 0.87 1.10 0.015 0.87 1.13 0.015 0.93 1.10 0.016 0.85 1.14 0.015 0.79 1.17 0.014 0.04 0.81 1.75 0.021 0.15 05:00 0.80 1.32 0.015 0.86 1.23 0.016 0.80 1.25 0.015 0.88 1.48 0.020 0.83 1.37 0.016 0.77 1.51 0.016 0.03 0.90 2.38 0.034 0.06 06:00 0.82 1.36 0.016 0.81 1.33 0.016 0.75 2.13 0.023 0.86 2.14 0.028 0.77 2.01 0.023 0.77 1.92 0.022 0.01 0.85 2.27 0.029 0.01 07:00 0.80 2.18 0.026 0.88 2.11 0.030 1.09 2.68 0.054 1.05 2.69 0.049 1.06 2.80 0.051 1.03 2.44 0.042 0.01 1.05 2.58 0.045 0.01 08:00 1.09 2.65 0.054 0.91 2.28 0.033 0.90 2.25 0.031 0.99 2.39 0.039 0.96 2.27 0.035 0.97 2.30 0.036 0.01 1.00 2.36 0.039 0.02 09:00 1.05 2.44 0.044 1.02 2.30 0.039 0.93 2.37 0.035 0.93 2.07 0.030 0.90 2.26 0.032 0.93 2.32 0.035 0.02 0.98 2.34 0.037 10:00 0.93 2.17 0.032 1.07 2.34 0.042 0.89 2.19 0.030 0.81 2.11 0.025 0.09 0.85 2.08 0.027 0.82 2.10 0.026 0.01 0.97 2.34 0.037 0.03 11:00 1.07 2.49 0.045 0.96 2.21 0.034 0.79 2.34 0.027 0.82 2.14 0.026 0.02 0.76 2.21 0.024 0.85 2.25 0.030 1.19 2.86 0.069 0.18 12:00 0.99 2.28 0.037 1.01 2.54 0.044 0.77 2.24 0.025 0.80 2.39 0.028 0.77 2.17 0.024 0.78 2.04 0.024 1.36 3.38 0.096 0.20 13:00 0.98 2.47 0.039 0.87 2.19 0.029 0.83 2.22 0.028 0.82 2.18 0.027 0.78 2.18 0.025 0.73 2.08 0.022 0.85 2.30 0.030 14:00 0.81 2.19 0.026 0.94 2.42 0.036 0.81 2.13 0.026 0.79 2.30 0.027 0.78 1.97 0.022 0.74 2.09 0.022 0.88 2.13 0.029 15:00 0.85 2.26 0.029 0.90 2.24 0.031 0.84 2.24 0.028 0.78 2.20 0.025 0.77 1.96 0.022 0.71 2.02 0.020 0.84 2.16 0.027 0.15 16:00 0.85 2.14 0.028 0.80 2.19 0.026 0.87 2.12 0.028 0.78 2.14 0.025 0.77 2.16 0.024 0.82 2.17 0.027 1.09 2.49 0.047 0.01 17:00 0.86 2.13 0.028 0.94 2.28 0.035 0.80 2.18 0.026 0.76 2.21 0.024 0.85 2.13 0.027 0.79 2.10 0.025 0.91 2.15 0.031 0.03 18:00 0.82 2.19 0.027 0.90 2.23 0.032 0.93 2.21 0.033 0.80 2.23 0.026 0.77 1.82 0.020 0.90 2.19 0.031 0.89 2.08 0.028 19:00 0.88 2.15 0.029 0.93 2.30 0.034 0.91 2.23 0.032 0.77 2.25 0.025 0.96 2.47 0.042 0.91 2.19 0.031 0.87 2.13 0.028 20:00 0.76 2.04 0.022 0.95 2.35 0.036 0.94 2.21 0.033 0.95 2.36 0.036 0.99 2.48 0.040 0.95 2.18 0.033 0.91 2.17 0.031 21:00 0.79 2.04 0.023 0.83 2.05 0.026 0.91 2.19 0.031 0.81 2.10 0.025 0.89 2.17 0.030 0.92 2.23 0.032 0.88 2.16 0.029 0.02 22:00 0.79 1.87 0.022 0.76 2.03 0.022 0.81 2.11 0.025 0.78 2.06 0.023 0.81 2.02 0.025 0.78 2.16 0.024 0.85 2.10 0.027 0.03 23:00 0.77 1.59 0.017 0.76 1.48 0.016 0.77 1.63 0.018 0.75 1.96 0.021 0.73 1.65 0.017 0.73 1.70 0.017 0.01 0.83 2.11 0.026 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.86 06:50 0.59 08:15 1.69 1.92 02:30 0.96 08:15 4.63 0.026 0.026 02:35 0.012 08:15 0.160 0.89 06:05 0.60 12:30 1.37 1.92 04:00 0.91 07:30 3.84 0.027 0.027 04:35 0.012 12:30 0.090 0.86 05:45 0.60 07:15 1.47 1.95 00:55 0.98 07:10 4.26 0.026 0.026 04:55 0.012 07:10 0.121 0.85 23:50 0.69 07:35 1.29 1.95 01:40 0.94 07:35 4.11 0.025 0.025 00:05 0.013 07:35 0.097 0.11 0.84 14:35 0.65 19:10 1.43 1.92 03:05 0.94 07:10 4.24 0.025 0.025 23:25 0.012 19:10 0.113 0.83 00:50 0.61 07:15 1.16 1.91 03:15 0.94 09:15 3.69 0.024 0.024 03:15 0.010 09:15 0.068 0.14 0.92 00:20 0.68 12:00 2.11 2.13 00:40 0.98 12:00 5.13 0.033 0.033 00:40 0.011 12:00 0.245 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.86 1.96 0.187 0.027 1.26 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 60 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.74 2.01 0.021 0.32 0.73 1.55 0.016 0.81 1.16 0.014 0.82 1.20 0.015 0.80 1.25 0.014 1.01 1.10 0.018 0.80 1.15 0.013 01:00 0.76 1.31 0.014 0.12 0.78 1.27 0.014 0.83 1.11 0.014 0.76 1.24 0.013 0.83 1.15 0.014 1.02 0.93 0.016 0.82 1.26 0.015 02:00 0.80 1.21 0.014 0.78 1.29 0.015 0.86 1.15 0.015 0.79 1.32 0.015 0.79 1.15 0.013 1.01 0.93 0.015 0.84 1.16 0.015 03:00 0.81 1.07 0.013 0.81 1.25 0.015 0.83 1.20 0.015 0.82 1.14 0.014 0.80 1.15 0.013 0.97 1.04 0.016 0.84 1.09 0.014 04:00 0.81 1.27 0.015 0.81 1.09 0.013 0.84 1.16 0.015 0.83 1.15 0.014 0.79 1.17 0.013 0.97 1.12 0.018 0.85 1.17 0.015 05:00 0.82 1.16 0.014 0.77 1.40 0.015 0.01 0.79 1.34 0.015 0.82 1.25 0.015 0.83 1.38 0.017 1.00 1.08 0.018 0.85 1.21 0.015 06:00 0.74 1.38 0.014 0.01 0.77 1.45 0.016 0.82 1.69 0.022 0.80 1.87 0.023 0.78 2.03 0.025 0.91 1.31 0.018 0.77 1.56 0.017 07:00 0.94 2.37 0.040 0.75 1.66 0.018 0.02 0.97 2.37 0.038 1.07 2.62 0.048 0.99 2.64 0.043 1.11 2.57 0.054 1.01 2.35 0.043 08:00 0.93 2.43 0.036 0.93 2.35 0.038 0.85 2.04 0.026 0.01 0.92 2.15 0.032 1.01 2.58 0.044 0.76 2.06 0.023 0.86 2.14 0.028 09:00 1.12 2.57 0.051 0.03 1.00 2.28 0.038 0.04 0.91 2.23 0.032 0.92 2.23 0.033 0.88 2.25 0.031 0.91 2.17 0.031 0.94 2.32 0.036 10:00 1.03 2.42 0.042 0.02 1.03 2.42 0.041 0.02 0.97 2.47 0.040 0.85 2.14 0.028 0.77 2.10 0.023 0.82 2.24 0.029 0.80 2.08 0.024 11:00 1.11 2.51 0.048 1.06 2.32 0.042 0.84 2.23 0.029 0.74 2.10 0.022 0.72 2.02 0.021 0.75 2.11 0.023 0.76 2.11 0.023 12:00 1.03 2.47 0.042 1.03 2.41 0.041 0.79 2.19 0.026 0.77 2.10 0.023 0.71 2.09 0.021 0.77 2.09 0.023 0.72 1.99 0.020 13:00 0.91 2.42 0.035 0.98 2.27 0.036 0.76 2.13 0.023 0.77 2.10 0.024 0.74 2.02 0.021 0.74 2.03 0.021 0.75 2.19 0.023 14:00 0.86 2.28 0.030 0.86 2.13 0.028 0.75 1.92 0.020 0.77 2.11 0.024 0.78 2.10 0.024 0.70 1.68 0.016 0.75 1.91 0.021 15:00 0.81 2.20 0.027 0.80 2.11 0.025 0.82 2.13 0.027 0.72 1.97 0.020 0.72 1.97 0.020 0.68 1.82 0.017 0.76 1.92 0.021 16:00 0.89 2.14 0.030 0.03 0.95 2.21 0.034 0.74 1.96 0.021 0.74 2.12 0.022 0.72 2.03 0.021 0.71 2.06 0.020 0.76 1.98 0.022 17:00 0.95 2.33 0.036 0.08 0.88 2.15 0.029 0.79 2.07 0.024 0.74 1.97 0.021 0.74 1.92 0.020 0.72 2.13 0.022 0.76 2.10 0.023 18:00 1.10 2.77 0.053 0.01 0.80 2.22 0.026 0.86 2.22 0.029 0.74 1.85 0.019 0.91 2.03 0.030 0.72 1.99 0.020 0.82 2.03 0.025 19:00 0.91 2.17 0.031 0.92 2.24 0.032 0.81 2.10 0.025 0.85 2.10 0.027 0.86 2.06 0.027 0.74 2.06 0.022 0.77 2.05 0.023 20:00 0.82 2.24 0.027 0.02 0.88 2.18 0.030 0.94 2.34 0.035 0.85 2.14 0.028 0.85 1.77 0.023 0.90 2.23 0.031 0.77 2.19 0.025 21:00 0.86 2.19 0.029 0.81 2.11 0.025 0.82 2.17 0.027 0.81 2.14 0.026 0.83 2.13 0.026 0.86 2.15 0.031 0.78 2.16 0.025 22:00 0.84 2.10 0.027 0.82 2.16 0.026 0.73 2.03 0.021 0.71 1.79 0.018 0.85 1.73 0.022 0.88 1.88 0.027 0.76 1.59 0.017 23:00 0.72 1.90 0.019 0.72 1.82 0.019 0.74 1.45 0.015 0.78 1.47 0.017 0.90 1.46 0.020 0.78 1.39 0.016 0.77 1.50 0.016 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.89 06:20 0.62 18:05 1.31 2.04 05:25 0.94 12:35 3.72 0.029 0.029 05:50 0.010 18:05 0.082 0.64 0.86 05:20 0.64 08:40 1.29 1.93 04:35 0.88 08:40 3.97 0.026 0.026 04:35 0.010 08:40 0.094 0.09 0.83 22:45 0.63 10:05 1.28 1.87 01:40 0.91 12:25 3.15 0.024 0.024 22:45 0.012 10:05 0.069 0.01 0.81 15:40 0.61 07:20 1.32 1.84 02:00 0.98 07:20 3.57 0.022 0.022 02:00 0.010 07:20 0.087 0.82 06:10 0.63 08:10 1.16 1.84 03:40 0.94 08:10 3.74 0.023 0.023 03:40 0.011 08:10 0.075 0.85 16:10 0.61 07:20 1.64 1.76 04:20 0.71 07:20 4.17 0.023 0.023 04:20 0.011 07:20 0.139 0.80 06:25 0.62 07:05 1.66 1.80 02:05 0.94 07:05 4.27 0.022 0.022 01:20 0.012 07:05 0.144 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.84 1.87 0.169 0.024 0.74 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 61 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.80 1.21 0.014 0.86 1.13 0.015 0.81 1.47 0.018 0.84 1.19 0.015 0.82 1.09 0.013 0.79 1.14 0.013 0.80 1.16 0.014 01:00 0.82 1.10 0.013 0.87 1.10 0.015 0.83 1.12 0.014 0.86 1.16 0.015 0.87 1.09 0.014 0.80 1.20 0.014 0.81 1.12 0.013 02:00 0.84 1.18 0.015 0.87 1.06 0.014 0.82 1.10 0.014 0.84 1.17 0.015 0.85 1.05 0.013 0.81 1.27 0.015 0.82 1.16 0.014 03:00 0.82 1.15 0.014 0.88 1.11 0.015 0.83 1.13 0.014 0.86 1.24 0.016 0.81 1.22 0.015 0.80 1.27 0.015 0.81 1.19 0.014 04:00 0.84 1.22 0.016 0.89 1.04 0.014 0.83 1.24 0.015 0.83 1.36 0.017 0.82 1.32 0.016 0.79 1.21 0.014 0.82 1.12 0.014 05:00 0.85 1.27 0.016 0.85 1.14 0.015 0.80 1.60 0.018 0.87 1.74 0.023 0.79 2.09 0.024 0.77 1.62 0.018 0.82 1.29 0.016 06:00 0.79 1.56 0.018 0.81 1.37 0.016 0.84 2.09 0.027 0.94 2.04 0.031 0.90 2.41 0.034 1.01 2.38 0.042 0.72 1.84 0.019 07:00 0.77 1.83 0.020 0.86 1.82 0.026 0.88 2.20 0.030 1.01 2.31 0.041 0.89 2.23 0.031 0.98 2.39 0.039 0.86 2.30 0.031 08:00 1.00 2.36 0.046 0.93 2.24 0.034 0.93 2.20 0.033 0.87 2.06 0.027 0.89 2.27 0.032 0.91 2.19 0.032 1.04 2.40 0.042 09:00 0.92 2.12 0.031 1.11 2.43 0.046 0.87 2.39 0.033 0.84 2.13 0.027 0.92 2.31 0.038 0.92 2.08 0.030 0.86 2.26 0.030 10:00 1.02 2.40 0.043 1.06 2.30 0.041 0.81 1.97 0.024 0.78 1.95 0.022 0.79 2.15 0.025 0.87 2.14 0.028 0.78 2.10 0.024 11:00 1.01 2.42 0.041 0.90 2.09 0.029 0.84 2.09 0.026 0.78 2.11 0.024 0.73 1.96 0.020 0.81 2.23 0.027 0.79 2.19 0.025 12:00 0.87 2.04 0.027 0.90 2.01 0.028 0.77 2.04 0.023 0.81 1.77 0.021 0.74 2.05 0.021 0.71 2.06 0.020 0.73 2.11 0.022 13:00 0.85 2.15 0.028 0.82 2.06 0.025 0.81 2.03 0.024 0.94 2.10 0.033 0.76 1.96 0.021 0.73 2.03 0.021 0.77 2.10 0.024 14:00 0.96 2.36 0.040 0.81 2.05 0.025 0.76 1.97 0.022 0.85 1.98 0.026 0.73 2.05 0.021 0.66 1.93 0.017 0.78 2.05 0.023 15:00 0.86 2.05 0.027 0.81 2.02 0.024 0.75 1.92 0.020 0.78 1.93 0.022 0.73 2.02 0.021 0.70 1.99 0.019 0.72 2.04 0.021 16:00 0.78 2.18 0.025 0.78 2.02 0.023 0.77 2.09 0.023 0.76 1.92 0.021 0.75 2.01 0.022 0.82 1.88 0.026 0.71 1.95 0.019 17:00 0.94 2.18 0.033 0.83 2.21 0.027 0.92 2.19 0.032 0.78 2.04 0.023 0.72 2.09 0.021 0.76 2.14 0.023 0.80 2.20 0.027 18:00 0.86 1.99 0.026 0.93 2.09 0.031 0.92 2.20 0.032 0.85 2.00 0.026 0.84 2.12 0.027 0.76 2.07 0.022 0.80 2.21 0.027 19:00 0.81 1.92 0.023 0.88 2.21 0.030 0.91 2.24 0.032 0.87 2.08 0.028 1.05 2.47 0.044 0.80 2.13 0.025 0.96 2.33 0.036 20:00 0.83 2.03 0.025 0.86 2.15 0.028 0.92 2.34 0.034 0.91 2.40 0.035 0.82 2.23 0.027 0.89 2.22 0.031 0.78 2.04 0.023 21:00 0.77 1.72 0.019 0.82 2.14 0.026 0.86 2.18 0.029 0.82 2.08 0.026 0.72 1.99 0.020 0.94 2.24 0.033 0.83 2.07 0.026 22:00 0.80 1.43 0.017 0.73 1.74 0.018 0.77 1.91 0.021 0.75 1.99 0.021 0.72 1.62 0.016 0.73 2.11 0.021 0.75 2.17 0.023 23:00 0.74 1.65 0.017 0.77 1.79 0.020 0.86 1.21 0.016 0.79 1.25 0.014 0.78 1.20 0.014 0.73 1.34 0.014 0.73 1.49 0.015 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.86 23:00 0.62 08:20 1.72 1.81 05:10 0.84 08:20 5.67 0.025 0.025 05:10 0.011 08:20 0.203 0.87 22:25 0.64 09:05 1.23 1.80 04:50 0.84 07:50 3.77 0.024 0.024 04:50 0.011 07:50 0.080 0.84 15:00 0.67 08:30 1.15 1.87 03:10 0.84 09:40 3.70 0.024 0.024 03:10 0.011 09:40 0.069 0.84 16:45 0.68 13:20 1.67 1.83 02:40 0.94 20:35 4.46 0.024 0.024 23:50 0.012 07:15 0.114 0.81 03:30 0.63 09:25 1.61 1.87 00:30 0.91 09:25 4.01 0.023 0.023 00:15 0.011 09:25 0.130 0.81 14:35 0.61 06:15 1.47 1.89 04:30 0.98 06:15 3.94 0.023 0.023 00:55 0.010 06:15 0.113 0.80 17:20 0.62 08:10 1.15 1.87 01:55 0.94 19:15 3.32 0.023 0.023 04:50 0.012 19:15 0.061 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.83 1.85 0.166 0.024 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 62 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.77 1.89 0.021 0.79 1.41 0.016 0.79 1.22 0.014 0.77 1.15 0.013 0.82 1.19 0.014 0.76 1.41 0.015 0.82 1.23 0.015 01:00 0.79 1.25 0.014 0.84 1.20 0.015 0.81 1.13 0.014 0.79 1.06 0.012 0.82 1.11 0.013 0.82 1.14 0.014 0.82 1.08 0.013 02:00 0.80 1.24 0.015 0.86 1.19 0.016 0.82 1.16 0.014 0.81 1.13 0.014 0.81 1.18 0.014 0.85 1.23 0.016 0.83 1.16 0.014 03:00 0.82 1.23 0.015 0.87 1.15 0.015 0.83 1.16 0.014 0.83 1.15 0.014 0.85 1.19 0.015 0.85 1.25 0.016 0.79 1.27 0.015 04:00 0.84 1.26 0.016 0.81 1.24 0.015 0.82 1.16 0.014 0.80 1.24 0.014 0.85 1.22 0.016 0.82 1.19 0.015 0.83 1.16 0.014 05:00 0.85 1.25 0.016 0.86 1.18 0.015 0.80 1.35 0.016 0.81 1.22 0.014 0.82 1.20 0.014 0.80 1.47 0.017 0.80 1.32 0.015 06:00 0.78 1.40 0.016 0.83 1.24 0.015 0.78 1.96 0.022 0.85 1.66 0.023 0.72 1.69 0.017 0.72 1.69 0.017 0.76 1.75 0.019 07:00 0.86 1.80 0.024 0.78 1.65 0.018 0.99 2.59 0.043 0.82 2.27 0.028 0.89 2.26 0.032 0.79 2.19 0.026 0.83 2.16 0.027 08:00 0.92 2.26 0.033 0.83 2.15 0.028 0.91 2.31 0.034 0.94 2.43 0.037 0.91 2.10 0.030 0.78 2.10 0.024 0.80 2.16 0.026 09:00 0.92 2.18 0.032 0.92 2.26 0.033 0.96 2.29 0.036 0.83 2.43 0.030 0.87 2.16 0.029 0.78 2.15 0.025 0.85 2.33 0.031 10:00 0.96 2.34 0.037 0.97 2.36 0.037 0.93 2.18 0.032 0.81 2.25 0.029 0.80 2.22 0.026 0.75 2.09 0.022 0.66 2.08 0.018 11:00 0.87 2.20 0.030 0.88 2.20 0.030 0.78 2.21 0.025 0.65 2.08 0.018 0.71 1.93 0.019 0.71 1.85 0.018 0.89 2.04 0.031 12:00 0.76 2.23 0.024 0.96 2.19 0.034 0.78 2.13 0.024 0.61 2.01 0.016 0.87 1.66 0.025 0.71 2.05 0.021 0.80 2.21 0.026 13:00 0.88 2.20 0.030 0.95 2.24 0.034 0.70 2.01 0.019 0.66 2.13 0.019 0.78 2.03 0.023 0.74 1.88 0.020 0.71 2.08 0.021 14:00 0.93 2.36 0.036 0.85 2.11 0.027 0.69 1.94 0.018 0.69 1.97 0.018 0.70 1.80 0.018 0.83 2.02 0.026 0.74 1.89 0.020 15:00 0.74 2.10 0.022 0.80 2.19 0.026 0.70 1.91 0.018 0.73 2.10 0.022 0.71 1.83 0.018 0.74 2.12 0.023 0.69 2.11 0.020 16:00 0.74 2.02 0.021 0.77 2.11 0.024 0.80 1.95 0.024 0.75 2.06 0.023 0.71 1.94 0.019 0.83 2.15 0.027 0.68 1.97 0.018 17:00 0.78 2.05 0.024 0.89 2.22 0.030 0.87 2.13 0.029 0.66 2.02 0.018 0.79 2.04 0.024 0.67 2.13 0.020 0.73 1.91 0.019 18:00 0.86 2.06 0.027 0.95 2.36 0.036 0.87 2.13 0.029 0.68 2.11 0.020 0.75 2.05 0.022 0.62 2.10 0.017 0.72 1.89 0.019 19:00 0.76 2.09 0.023 0.84 2.20 0.028 0.84 2.08 0.027 0.75 2.06 0.022 0.77 2.03 0.023 0.70 2.09 0.020 0.78 1.71 0.019 20:00 0.78 2.20 0.025 0.93 2.24 0.033 0.94 2.34 0.036 0.69 2.08 0.020 0.86 2.10 0.028 0.88 2.48 0.036 0.67 1.97 0.018 21:00 0.75 2.11 0.022 0.77 2.14 0.024 0.91 2.24 0.033 0.77 2.00 0.022 0.90 2.08 0.029 0.72 2.07 0.021 0.68 2.06 0.019 22:00 0.76 1.99 0.022 0.77 2.12 0.024 0.83 2.08 0.026 0.69 2.04 0.019 0.88 2.11 0.029 0.72 1.98 0.020 0.73 1.82 0.018 23:00 0.72 1.75 0.017 0.70 1.77 0.017 0.71 1.51 0.015 0.73 1.79 0.018 0.71 1.88 0.018 0.77 1.58 0.017 0.78 1.56 0.018 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.82 06:35 0.65 14:35 1.28 1.89 01:25 1.01 08:55 3.95 0.023 0.023 01:25 0.011 14:35 0.087 0.85 23:40 0.64 08:30 1.16 1.88 03:05 1.01 08:30 3.37 0.025 0.025 00:45 0.013 08:30 0.068 0.83 23:55 0.60 21:20 1.26 1.88 04:20 0.98 07:25 3.26 0.024 0.024 03:20 0.012 21:20 0.068 0.76 20:55 0.50 10:20 1.21 1.85 00:40 0.86 10:20 3.33 0.020 0.020 00:40 0.010 10:20 0.071 0.80 02:10 0.58 12:50 1.52 1.79 01:00 0.88 12:50 3.30 0.022 0.022 01:00 0.011 12:50 0.098 0.76 18:55 0.45 20:35 1.40 1.85 01:30 1.01 20:35 4.12 0.020 0.020 11:05 0.011 20:35 0.109 0.77 20:55 0.50 11:35 1.53 1.79 03:10 0.91 09:10 3.18 0.020 0.020 03:10 0.011 11:35 0.091 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.80 1.85 0.154 0.022 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 63 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.81 1.51 0.018 0.79 1.34 0.016 0.81 1.26 0.015 0.90 1.04 0.014 0.78 1.18 0.013 0.72 1.44 0.014 0.78 1.31 0.015 01:00 0.82 1.23 0.015 0.83 1.19 0.015 0.83 1.16 0.014 0.97 1.09 0.017 0.79 1.17 0.013 0.79 1.15 0.013 0.81 1.09 0.013 02:00 0.83 1.20 0.015 0.82 1.11 0.014 0.85 1.24 0.016 0.92 0.99 0.014 0.83 1.14 0.014 0.81 1.14 0.014 0.81 1.17 0.014 03:00 0.74 1.29 0.013 0.84 1.16 0.015 0.84 1.22 0.015 0.88 0.83 0.011 0.85 1.19 0.015 0.84 1.19 0.015 0.81 1.19 0.014 04:00 0.75 1.11 0.012 0.84 1.19 0.015 0.85 1.16 0.015 0.92 0.97 0.014 0.81 1.23 0.015 0.01 0.81 1.23 0.015 0.81 1.23 0.015 05:00 0.84 1.23 0.016 0.84 1.21 0.015 0.81 1.34 0.016 0.90 1.08 0.015 0.82 1.26 0.015 0.81 1.14 0.014 0.78 1.45 0.016 06:00 0.83 1.20 0.015 0.82 1.31 0.016 0.70 2.01 0.019 0.84 1.90 0.024 0.69 1.88 0.018 0.79 1.78 0.021 0.85 2.31 0.031 07:00 0.77 1.60 0.017 0.80 1.32 0.015 0.85 2.44 0.035 0.88 2.10 0.029 0.86 2.36 0.031 0.94 2.39 0.038 0.97 2.27 0.036 08:00 0.82 2.08 0.027 0.80 2.14 0.025 0.75 2.13 0.023 0.87 2.16 0.029 0.97 2.56 0.040 1.02 2.42 0.041 0.93 2.25 0.033 09:00 1.01 2.56 0.043 0.90 2.45 0.038 0.76 2.22 0.025 0.84 2.19 0.028 0.82 2.30 0.029 0.94 2.44 0.038 0.92 2.19 0.032 10:00 1.01 2.54 0.043 0.90 2.20 0.031 0.84 2.31 0.030 0.82 2.14 0.026 0.75 2.10 0.023 0.77 2.20 0.025 0.87 2.26 0.030 11:00 0.89 2.29 0.032 0.95 2.44 0.038 0.83 2.45 0.032 0.83 2.11 0.026 0.74 2.06 0.022 0.81 2.19 0.026 0.90 2.23 0.031 12:00 0.86 2.17 0.029 0.89 2.36 0.033 0.68 2.15 0.020 0.80 2.11 0.025 0.67 1.91 0.017 0.81 2.30 0.028 0.84 2.18 0.028 13:00 0.83 2.25 0.028 0.75 2.20 0.024 0.72 1.94 0.020 0.76 1.82 0.019 0.72 2.07 0.021 0.85 2.09 0.027 0.74 2.03 0.022 14:00 0.76 2.18 0.025 0.59 2.10 0.016 0.69 1.82 0.017 0.79 1.73 0.020 0.72 1.77 0.018 0.72 1.82 0.019 0.73 2.07 0.021 15:00 0.74 2.10 0.022 0.63 2.02 0.017 0.69 1.89 0.018 0.81 1.67 0.020 0.70 1.96 0.019 0.80 1.85 0.022 0.72 1.98 0.020 16:00 0.70 2.33 0.023 0.74 1.71 0.018 0.76 2.08 0.023 0.79 1.71 0.019 0.65 1.84 0.016 0.72 2.17 0.022 0.74 2.06 0.022 17:00 0.72 2.35 0.023 0.78 2.17 0.025 0.69 2.03 0.019 0.80 1.71 0.020 0.80 2.17 0.026 0.74 2.12 0.022 0.71 2.03 0.020 18:00 0.78 2.37 0.027 0.81 2.19 0.026 0.79 2.12 0.025 0.78 2.08 0.024 0.80 2.16 0.025 0.79 2.11 0.025 0.78 2.20 0.025 19:00 0.74 2.14 0.023 0.85 2.27 0.029 0.78 2.27 0.026 0.89 2.28 0.032 0.75 2.14 0.023 0.89 2.22 0.031 0.86 2.36 0.031 20:00 0.73 1.94 0.020 0.76 2.06 0.022 0.81 2.16 0.026 0.93 2.32 0.034 0.71 2.10 0.021 0.91 2.26 0.033 0.87 2.24 0.030 21:00 0.70 1.87 0.018 0.74 2.15 0.023 0.82 1.77 0.021 0.79 2.10 0.024 0.76 2.14 0.023 0.93 2.13 0.031 0.80 2.07 0.025 22:00 0.75 2.06 0.023 0.69 2.13 0.021 0.83 1.70 0.021 0.81 2.10 0.025 0.74 1.83 0.019 0.82 2.19 0.027 0.77 2.19 0.024 23:00 0.74 1.95 0.021 0.75 1.56 0.017 0.86 1.19 0.015 0.69 1.67 0.016 0.79 1.65 0.019 0.70 1.66 0.016 0.74 1.64 0.017 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.80 21:30 0.43 08:45 1.27 1.90 04:00 0.66 10:00 3.47 0.023 0.023 04:00 0.006 09:00 0.076 0.80 14:15 0.45 09:50 1.36 1.83 01:35 0.94 09:50 3.90 0.022 0.022 14:15 0.011 09:50 0.099 0.78 09:20 0.52 07:35 1.39 1.84 01:05 0.96 07:30 3.85 0.021 0.021 01:05 0.012 07:35 0.094 0.84 18:50 0.60 08:10 1.09 1.75 03:35 0.61 09:30 3.20 0.022 0.022 03:35 0.008 08:10 0.047 0.77 10:30 0.60 08:00 1.11 1.84 23:10 0.93 08:10 3.69 0.021 0.021 23:15 0.010 08:10 0.057 0.01 0.82 14:45 0.59 07:50 1.15 1.90 05:00 0.98 07:55 3.69 0.024 0.024 01:30 0.011 07:55 0.071 0.81 05:50 0.60 06:25 1.15 1.92 01:50 0.98 06:50 3.52 0.024 0.024 03:05 0.012 06:50 0.069 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.80 1.85 0.156 0.022 0.01 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 64 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.74 1.33 0.014 0.72 1.43 0.014 0.74 1.35 0.014 0.73 1.42 0.014 0.88 1.28 0.017 0.13 0.80 1.53 0.018 0.70 1.45 0.014 01:00 0.80 1.22 0.014 0.80 1.16 0.014 0.80 1.20 0.014 0.79 1.14 0.013 1.01 1.19 0.019 0.03 0.96 1.25 0.019 0.79 1.19 0.014 02:00 0.82 1.19 0.015 0.82 1.21 0.015 0.80 1.14 0.014 0.80 1.13 0.013 0.87 1.43 0.019 1.02 1.24 0.021 0.82 1.21 0.015 03:00 0.83 1.16 0.014 0.83 1.20 0.015 0.80 1.14 0.013 0.81 1.20 0.014 1.02 1.29 0.022 0.01 0.97 1.21 0.018 0.80 1.14 0.013 04:00 0.83 1.24 0.016 0.84 1.26 0.016 0.83 1.18 0.015 0.81 1.19 0.014 1.03 1.29 0.022 0.01 0.84 1.43 0.018 0.79 1.13 0.013 05:00 0.84 1.18 0.015 0.85 1.24 0.016 0.78 1.34 0.015 0.78 1.16 0.013 0.04 0.95 1.38 0.020 0.95 1.35 0.020 0.75 1.32 0.014 06:00 0.81 1.21 0.014 0.78 1.41 0.016 0.78 1.46 0.017 0.83 2.38 0.030 0.14 0.81 1.90 0.023 0.03 0.90 2.14 0.030 0.78 1.91 0.022 07:00 0.84 1.82 0.025 0.85 1.71 0.023 0.91 2.60 0.036 0.95 2.48 0.038 0.01 0.88 2.32 0.032 0.89 2.31 0.032 1.01 2.62 0.045 08:00 0.87 2.38 0.033 0.82 2.19 0.027 0.91 2.26 0.033 0.94 2.36 0.037 0.96 2.37 0.037 0.85 2.28 0.029 0.93 2.21 0.032 09:00 0.93 2.33 0.035 0.88 2.23 0.031 1.01 2.55 0.043 0.85 2.25 0.029 0.86 2.34 0.031 0.89 2.20 0.030 0.92 2.15 0.031 10:00 0.96 2.30 0.036 0.97 2.56 0.041 0.90 2.17 0.031 0.84 2.19 0.028 0.84 2.36 0.030 0.83 2.31 0.029 0.84 2.25 0.029 11:00 0.88 2.18 0.030 0.94 2.36 0.036 0.95 2.26 0.035 0.75 2.03 0.022 0.77 2.07 0.023 0.74 2.03 0.021 0.85 2.21 0.028 12:00 0.82 2.19 0.027 0.84 2.23 0.028 0.78 2.16 0.025 0.76 1.97 0.022 0.81 2.29 0.028 0.72 1.91 0.019 0.83 2.22 0.028 13:00 0.77 2.08 0.023 0.76 2.24 0.025 0.82 2.20 0.027 0.76 1.85 0.020 0.71 1.98 0.020 0.72 1.92 0.020 0.77 2.26 0.025 14:00 0.85 2.06 0.027 0.72 2.24 0.023 0.76 2.27 0.025 0.78 1.83 0.021 0.75 2.12 0.023 0.75 2.16 0.023 0.88 2.24 0.030 15:00 0.76 2.17 0.024 0.72 2.21 0.023 0.83 2.42 0.030 0.79 1.91 0.022 0.75 2.03 0.022 0.70 2.10 0.020 0.82 2.29 0.028 16:00 0.78 2.16 0.024 0.79 2.16 0.025 0.69 2.00 0.019 0.78 1.72 0.020 0.79 2.23 0.026 0.71 2.08 0.021 0.73 2.30 0.024 17:00 0.76 2.13 0.023 0.81 2.14 0.025 0.76 2.33 0.025 0.83 1.53 0.019 0.78 2.06 0.023 0.75 1.83 0.020 0.80 2.30 0.027 18:00 0.80 2.26 0.026 0.75 2.20 0.024 0.84 2.39 0.030 1.00 2.54 0.050 0.78 2.03 0.023 0.75 2.12 0.023 0.86 2.24 0.029 19:00 0.76 2.21 0.024 0.75 2.24 0.024 0.90 2.38 0.034 0.82 2.13 0.026 0.89 2.16 0.029 0.80 2.20 0.026 0.82 2.21 0.027 20:00 0.81 2.31 0.028 0.89 2.48 0.036 0.94 2.35 0.035 0.89 2.19 0.030 0.92 2.21 0.032 0.89 2.42 0.033 0.89 2.13 0.029 21:00 0.82 1.93 0.025 0.81 2.21 0.027 0.79 2.26 0.026 0.82 2.15 0.026 0.82 2.19 0.027 0.84 2.23 0.029 0.73 2.05 0.021 22:00 0.72 2.07 0.021 0.69 1.99 0.019 0.76 2.24 0.024 0.70 2.05 0.020 0.78 2.25 0.025 0.75 2.21 0.024 0.77 1.93 0.021 23:00 0.68 1.71 0.016 0.78 1.79 0.021 0.66 1.54 0.014 0.73 1.72 0.018 0.03 0.77 1.51 0.017 0.69 1.83 0.017 0.73 1.60 0.016 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.81 23:25 0.61 21:45 1.17 1.87 03:20 1.01 07:45 3.84 0.023 0.023 07:15 0.011 07:45 0.076 0.81 22:45 0.60 20:25 1.21 1.92 06:20 0.93 20:25 3.57 0.023 0.023 01:30 0.011 20:25 0.076 0.82 05:15 0.59 09:05 1.19 1.97 00:15 0.89 07:25 4.02 0.025 0.025 00:15 0.009 09:35 0.063 0.82 22:35 0.53 18:40 1.97 1.85 02:35 1.01 18:40 4.54 0.023 0.023 04:25 0.011 18:40 0.196 0.22 0.85 15:10 0.61 01:40 1.40 1.93 01:35 0.71 08:10 3.52 0.025 0.025 01:35 0.014 08:10 0.062 0.21 0.82 21:05 0.55 21:10 1.12 1.93 04:10 0.91 06:50 3.33 0.023 0.023 21:05 0.012 06:55 0.054 0.82 05:25 0.59 07:10 1.29 1.94 04:20 0.98 07:15 3.69 0.024 0.024 22:20 0.012 07:15 0.086 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.82 1.91 0.166 0.024 0.43 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 65 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.70 1.54 0.015 0.80 1.21 0.014 1.28 1.37 0.032 0.76 1.26 0.014 0.74 1.77 0.019 0.73 1.38 0.014 0.68 1.68 0.015 01:00 0.79 1.24 0.014 0.77 1.18 0.013 1.34 1.16 0.029 0.79 1.19 0.014 0.77 1.30 0.014 0.77 1.08 0.012 0.72 1.33 0.013 02:00 0.83 1.14 0.014 0.82 1.19 0.015 1.33 0.99 0.024 0.81 1.16 0.014 0.77 1.22 0.014 0.83 1.03 0.013 0.73 1.47 0.015 03:00 0.85 1.23 0.016 0.85 1.16 0.015 1.28 1.12 0.026 0.81 1.18 0.014 0.80 1.19 0.014 0.85 1.14 0.015 0.78 1.23 0.014 04:00 0.85 1.14 0.015 0.84 1.16 0.015 1.32 1.22 0.030 0.81 1.24 0.015 0.74 1.27 0.013 0.82 1.14 0.014 0.79 1.13 0.013 05:00 0.86 1.10 0.014 0.84 1.13 0.014 1.54 1.58 0.048 0.76 1.25 0.014 0.83 1.79 0.023 0.79 1.14 0.013 0.80 1.20 0.014 06:00 0.83 1.21 0.015 0.81 1.20 0.014 1.53 1.48 0.045 0.74 1.52 0.016 0.81 1.95 0.023 0.76 1.31 0.014 0.79 2.02 0.023 07:00 0.72 1.79 0.018 0.77 1.62 0.018 1.07 2.58 0.046 0.83 2.29 0.029 0.91 2.25 0.032 0.93 2.44 0.040 0.78 2.23 0.026 08:00 0.91 2.22 0.032 0.78 2.19 0.025 1.09 2.66 0.049 0.90 2.19 0.031 0.92 2.25 0.033 0.88 2.22 0.030 0.94 2.33 0.035 09:00 1.00 2.39 0.040 0.96 2.34 0.036 0.84 2.19 0.028 0.88 2.24 0.030 0.82 2.15 0.026 0.87 2.18 0.029 0.90 2.35 0.033 10:00 1.07 2.54 0.046 0.97 2.40 0.038 0.82 2.22 0.027 0.87 2.15 0.028 0.84 2.21 0.028 0.84 2.25 0.028 0.85 2.21 0.029 11:00 0.95 2.46 0.038 0.93 2.24 0.033 0.84 2.03 0.026 0.89 2.23 0.031 0.88 2.30 0.031 0.81 2.22 0.027 0.87 2.05 0.027 12:00 0.83 2.10 0.026 0.89 2.32 0.033 0.86 2.22 0.029 0.78 2.31 0.026 0.77 2.22 0.025 0.73 2.02 0.021 0.81 2.31 0.028 13:00 0.89 2.36 0.034 0.85 2.24 0.029 0.83 2.20 0.027 0.81 2.40 0.029 0.73 2.09 0.022 0.82 2.21 0.027 0.73 2.14 0.022 14:00 0.74 2.03 0.021 0.80 2.41 0.029 0.77 2.21 0.025 0.83 2.31 0.029 0.71 2.09 0.021 0.75 2.17 0.023 0.71 1.91 0.019 15:00 0.79 2.30 0.027 0.72 2.10 0.021 0.70 2.08 0.020 0.78 2.31 0.026 0.71 1.80 0.018 0.76 2.10 0.023 0.82 2.22 0.027 16:00 0.76 2.26 0.025 0.80 2.17 0.026 0.79 1.42 0.017 0.74 2.23 0.023 0.77 2.28 0.025 0.72 1.95 0.020 0.85 2.09 0.027 17:00 0.76 2.30 0.025 0.81 2.30 0.027 0.80 2.33 0.028 0.79 2.20 0.026 0.83 2.19 0.027 0.80 2.15 0.025 0.93 2.18 0.032 18:00 0.78 2.31 0.026 0.84 2.23 0.029 0.70 2.17 0.021 0.86 2.20 0.029 0.84 2.23 0.028 0.89 2.13 0.029 0.95 2.21 0.033 19:00 0.87 2.20 0.030 1.08 2.21 0.040 0.88 2.20 0.030 0.85 2.15 0.028 0.78 2.23 0.025 0.93 2.17 0.032 0.95 2.12 0.032 20:00 0.79 2.21 0.026 1.23 2.48 0.055 0.80 2.27 0.027 0.83 2.19 0.027 0.79 2.35 0.027 0.81 2.01 0.024 0.86 2.15 0.028 21:00 0.77 1.99 0.023 1.13 2.27 0.044 0.78 2.16 0.025 0.84 2.38 0.031 0.84 2.16 0.027 0.97 2.26 0.036 0.84 2.19 0.028 22:00 0.74 2.04 0.021 1.20 2.23 0.047 0.78 2.19 0.025 0.78 2.13 0.024 0.76 2.02 0.022 0.83 2.10 0.026 0.81 2.24 0.027 23:00 0.73 2.05 0.021 1.24 1.67 0.037 0.72 1.96 0.020 0.76 2.11 0.023 0.73 1.71 0.018 0.75 1.95 0.021 0.77 2.06 0.023 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.83 21:20 0.60 10:00 1.14 1.92 02:00 0.94 11:15 3.87 0.024 0.024 21:20 0.010 09:40 0.070 0.91 15:05 0.61 19:45 1.44 1.90 05:00 0.94 10:35 3.58 0.028 0.028 01:50 0.011 22:15 0.074 0.99 15:00 0.56 06:10 1.68 1.92 02:55 0.81 07:30 3.37 0.029 0.029 16:35 0.011 08:30 0.064 0.81 15:15 0.63 21:45 1.07 1.95 02:45 0.93 21:45 3.42 0.024 0.024 02:45 0.010 21:45 0.062 0.80 05:15 0.59 07:25 1.08 1.96 04:15 0.74 08:05 3.64 0.023 0.023 04:15 0.008 08:05 0.065 0.82 23:55 0.55 07:25 1.38 1.86 03:25 0.91 07:25 5.23 0.023 0.023 00:55 0.010 07:25 0.136 0.82 15:05 0.61 07:50 1.10 1.96 04:30 0.94 08:45 3.30 0.024 0.024 04:35 0.011 08:45 0.056 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.85 1.93 0.176 0.025 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 66 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.74 1.88 0.020 0.75 1.47 0.016 1.13 1.41 0.027 1.20 1.33 0.028 0.78 1.34 0.016 0.79 1.22 0.014 0.73 1.42 0.014 01:00 0.73 1.55 0.016 0.80 1.67 0.020 1.27 1.11 0.026 1.25 1.37 0.031 0.82 1.52 0.020 0.79 1.13 0.013 0.76 1.16 0.013 02:00 0.71 1.51 0.015 0.80 1.08 0.013 1.28 1.01 0.023 1.20 1.40 0.029 0.81 0.99 0.012 0.80 1.16 0.014 0.73 1.32 0.014 03:00 0.78 1.32 0.015 0.82 1.12 0.014 1.28 1.08 0.025 1.30 1.16 0.028 0.81 1.09 0.013 0.82 1.18 0.014 0.77 1.16 0.013 04:00 0.76 1.34 0.014 0.82 1.12 0.014 1.29 1.04 0.025 1.31 1.07 0.026 0.82 1.17 0.014 0.80 1.05 0.012 0.78 1.21 0.014 05:00 0.81 1.22 0.015 0.81 1.16 0.014 1.21 1.49 0.031 1.15 1.60 0.029 0.80 1.21 0.014 0.78 1.30 0.015 0.78 1.21 0.014 06:00 0.83 1.68 0.022 0.83 1.26 0.015 1.11 1.86 0.034 1.05 2.03 0.034 0.84 1.78 0.024 0.77 1.51 0.017 0.75 1.89 0.021 07:00 0.92 1.87 0.028 0.73 1.44 0.015 0.95 2.64 0.040 0.96 2.24 0.034 0.95 2.49 0.038 0.98 2.43 0.039 1.03 2.57 0.044 08:00 0.95 2.24 0.035 0.83 2.06 0.026 1.02 2.55 0.043 0.90 2.23 0.031 0.90 2.12 0.030 0.88 2.17 0.029 0.91 2.27 0.032 09:00 0.93 2.21 0.033 0.90 2.17 0.030 0.97 2.54 0.040 0.97 2.29 0.036 0.90 2.08 0.029 0.90 2.18 0.030 0.99 2.36 0.038 10:00 0.98 2.17 0.034 0.93 2.42 0.035 1.07 2.65 0.048 0.89 2.12 0.029 0.82 2.24 0.028 0.83 2.24 0.028 0.89 2.15 0.030 11:00 1.01 2.30 0.038 0.91 2.22 0.032 1.04 2.54 0.044 0.80 2.06 0.024 0.75 2.12 0.023 0.82 2.24 0.027 0.91 2.25 0.032 12:00 0.95 2.19 0.033 0.90 2.23 0.031 1.05 2.36 0.041 0.76 2.15 0.024 0.79 2.20 0.025 0.68 1.94 0.018 0.85 2.27 0.029 13:00 0.88 2.16 0.029 0.82 2.27 0.028 1.05 2.10 0.037 0.76 2.17 0.024 0.77 2.06 0.023 0.75 2.01 0.022 0.78 2.26 0.026 14:00 0.78 2.12 0.024 1.13 2.20 0.043 1.08 1.79 0.032 0.76 1.94 0.021 0.72 1.97 0.020 0.74 1.85 0.020 0.74 2.08 0.022 15:00 0.80 2.08 0.024 1.25 2.14 0.048 0.99 2.08 0.033 0.78 2.07 0.024 0.77 2.04 0.024 0.72 2.19 0.022 0.70 1.76 0.017 16:00 0.82 2.25 0.027 1.13 2.47 0.048 1.04 1.95 0.033 0.76 2.09 0.023 0.78 2.10 0.024 0.77 1.96 0.023 0.80 2.06 0.025 17:00 0.80 2.02 0.024 1.19 2.62 0.055 1.03 2.37 0.040 0.77 2.22 0.025 0.73 2.17 0.023 0.77 2.17 0.024 0.87 2.29 0.031 18:00 0.80 2.21 0.026 1.13 2.51 0.049 0.97 2.40 0.037 0.80 2.23 0.027 0.82 2.19 0.027 0.85 2.24 0.029 0.81 2.25 0.027 19:00 0.78 2.02 0.023 1.16 2.39 0.048 1.04 2.62 0.045 0.81 2.14 0.026 0.87 2.15 0.029 0.80 2.45 0.029 0.80 2.27 0.027 20:00 0.83 2.21 0.027 1.06 2.65 0.047 1.06 2.59 0.046 0.90 2.36 0.033 0.86 2.23 0.029 0.84 2.20 0.028 0.84 2.23 0.028 21:00 0.75 1.91 0.021 1.04 2.76 0.048 0.98 2.45 0.038 0.84 2.18 0.028 0.85 2.19 0.029 0.83 2.00 0.026 0.80 2.15 0.025 22:00 0.76 2.19 0.024 1.04 2.32 0.040 1.07 1.94 0.034 0.83 2.18 0.027 0.78 2.15 0.024 0.80 2.32 0.027 0.86 2.10 0.028 23:00 0.69 1.62 0.016 1.07 1.78 0.032 1.09 1.64 0.030 0.76 1.36 0.015 0.75 1.67 0.018 0.74 2.02 0.021 0.83 2.24 0.028 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.82 04:25 0.58 07:25 1.29 1.93 05:10 1.08 08:35 3.35 0.024 0.024 04:25 0.009 09:50 0.063 0.95 00:15 0.58 18:55 1.42 1.98 02:40 0.94 10:15 3.30 0.032 0.032 00:25 0.011 17:15 0.073 1.09 07:50 0.72 05:25 1.33 2.01 02:35 0.74 16:15 3.28 0.035 0.035 02:35 0.017 10:15 0.064 0.94 15:20 0.66 04:55 1.34 1.92 05:00 0.88 05:35 3.52 0.027 0.027 23:35 0.011 09:20 0.063 0.81 14:30 0.57 15:05 1.14 1.89 03:00 0.81 06:50 3.11 0.023 0.023 03:00 0.009 01:05 0.055 0.80 14:10 0.54 07:00 1.21 1.88 02:55 0.88 07:00 3.57 0.023 0.023 01:15 0.010 07:00 0.077 0.82 06:15 0.63 09:50 1.27 1.95 03:25 1.01 07:35 3.37 0.025 0.025 02:00 0.011 07:35 0.072 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.89 1.94 0.189 0.027 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 67 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.76 1.69 0.018 0.78 1.75 0.020 0.69 1.34 0.013 0.77 1.19 0.013 0.86 1.38 0.018 0.77 1.39 0.015 0.85 1.23 0.016 01:00 0.77 1.66 0.019 0.84 1.22 0.015 0.78 1.14 0.013 0.80 1.18 0.014 0.95 1.07 0.016 0.89 1.18 0.016 0.86 1.21 0.016 02:00 0.82 1.15 0.014 0.88 1.20 0.016 0.80 1.23 0.014 0.83 1.19 0.015 0.95 1.09 0.017 0.90 1.12 0.016 0.88 1.15 0.015 03:00 0.80 1.17 0.014 0.85 1.13 0.014 0.82 1.21 0.015 0.80 1.15 0.014 0.99 1.14 0.018 0.88 1.09 0.015 0.85 1.30 0.017 04:00 0.82 1.21 0.015 0.87 1.11 0.015 0.84 1.21 0.015 0.79 1.21 0.014 0.98 1.16 0.018 0.86 1.16 0.015 0.81 1.30 0.016 05:00 0.79 1.20 0.014 0.84 1.25 0.016 0.80 1.29 0.015 0.81 1.32 0.016 0.93 1.17 0.017 0.81 1.24 0.015 0.79 1.42 0.016 06:00 0.78 1.50 0.017 0.78 1.48 0.017 0.75 1.75 0.018 0.83 2.24 0.028 0.83 1.97 0.024 0.78 1.76 0.020 0.81 1.53 0.019 07:00 0.83 2.22 0.028 0.74 1.92 0.020 0.88 2.29 0.033 0.97 2.36 0.037 0.90 2.38 0.034 0.97 2.42 0.038 0.85 2.38 0.031 08:00 0.98 2.57 0.042 0.96 2.37 0.037 0.92 2.15 0.032 0.84 2.16 0.027 0.85 2.26 0.029 0.91 2.26 0.032 0.88 2.20 0.030 09:00 1.06 2.41 0.043 0.96 2.39 0.038 0.92 2.15 0.032 0.88 2.11 0.028 0.88 2.32 0.032 0.85 2.29 0.030 0.86 2.28 0.030 10:00 0.93 2.16 0.032 1.07 2.46 0.045 0.83 2.17 0.027 0.86 2.26 0.030 0.81 2.24 0.027 0.79 2.05 0.024 0.84 2.27 0.029 11:00 1.05 2.43 0.045 0.87 2.15 0.028 0.87 2.18 0.029 0.81 2.24 0.026 0.79 2.14 0.024 0.75 1.94 0.021 0.82 2.22 0.027 12:00 0.96 2.22 0.034 0.89 2.22 0.031 0.79 2.37 0.028 0.81 2.18 0.026 0.77 2.17 0.024 0.74 1.82 0.019 0.88 2.27 0.031 13:00 0.94 2.16 0.032 0.92 2.24 0.033 0.78 2.21 0.025 0.80 2.24 0.026 0.78 2.24 0.025 0.74 1.96 0.021 0.78 2.16 0.024 14:00 0.80 2.03 0.024 0.83 2.14 0.027 0.80 2.22 0.026 0.83 2.04 0.025 0.81 1.73 0.021 0.74 2.24 0.024 0.74 1.95 0.021 15:00 0.89 2.33 0.032 0.78 2.03 0.023 0.80 2.20 0.026 0.82 1.86 0.023 0.78 1.84 0.021 0.77 1.68 0.019 0.75 2.03 0.022 16:00 0.86 2.13 0.028 0.91 2.26 0.033 0.82 2.21 0.027 0.82 1.95 0.024 0.76 1.72 0.018 0.76 1.99 0.022 0.79 2.02 0.024 17:00 0.87 2.15 0.029 0.90 2.26 0.032 0.83 2.18 0.027 0.83 2.25 0.028 0.81 2.05 0.025 0.78 1.97 0.022 0.80 2.27 0.027 18:00 0.89 2.22 0.031 0.86 2.13 0.028 0.84 2.24 0.028 0.81 1.95 0.024 0.92 2.20 0.035 0.81 2.19 0.026 0.83 2.23 0.027 19:00 0.86 2.17 0.028 0.92 2.19 0.032 0.85 2.26 0.030 0.78 2.38 0.027 0.90 1.93 0.028 0.79 2.14 0.025 0.84 2.19 0.028 20:00 0.84 2.15 0.027 0.92 2.16 0.031 0.87 2.19 0.029 0.85 2.29 0.031 0.89 2.17 0.030 0.83 2.27 0.028 0.85 2.15 0.028 21:00 0.84 2.12 0.027 0.93 2.29 0.034 0.81 2.10 0.025 0.83 2.26 0.028 0.85 2.18 0.028 0.80 2.29 0.027 0.84 2.19 0.028 22:00 0.84 2.21 0.028 0.80 2.05 0.024 0.81 2.11 0.025 0.81 2.02 0.024 0.84 2.11 0.027 0.79 2.06 0.024 0.77 2.00 0.022 23:00 0.78 2.01 0.023 0.75 1.69 0.018 0.72 1.77 0.018 0.83 1.61 0.020 0.88 1.54 0.021 0.77 1.67 0.018 0.69 1.62 0.015 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.87 01:45 0.60 11:15 1.47 1.97 01:00 1.01 11:15 3.69 0.027 0.027 01:00 0.012 11:15 0.105 0.87 06:30 0.62 10:30 1.25 1.92 03:05 0.98 09:55 3.84 0.026 0.026 06:00 0.012 09:55 0.079 0.82 23:05 0.57 07:15 1.26 1.92 01:10 0.98 07:15 4.11 0.024 0.024 00:05 0.010 07:15 0.093 0.82 00:15 0.56 20:40 1.24 1.90 04:35 0.72 06:40 4.02 0.024 0.024 04:35 0.008 20:40 0.066 0.86 18:20 0.60 18:45 1.55 1.84 01:15 0.89 18:30 3.64 0.024 0.024 19:20 0.013 18:30 0.099 0.81 23:00 0.60 07:30 1.12 1.84 03:00 0.91 07:30 3.08 0.022 0.022 05:55 0.012 07:30 0.059 0.82 04:20 0.61 16:50 1.09 1.90 02:10 1.04 12:30 3.28 0.023 0.023 04:20 0.010 12:30 0.054 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.84 1.90 0.170 0.024 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 68 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.75 1.60 0.017 0.02 0.77 1.32 0.015 0.65 1.50 0.013 0.83 1.69 0.023 0.71 1.44 0.014 0.68 1.43 0.013 0.72 1.14 0.011 01:00 0.76 1.16 0.013 0.11 0.77 1.30 0.014 0.76 1.16 0.013 0.72 1.38 0.014 0.73 1.18 0.012 0.78 1.16 0.013 0.75 1.11 0.012 02:00 0.78 1.16 0.013 0.02 0.78 1.25 0.014 0.79 1.20 0.014 0.72 1.28 0.013 0.77 1.16 0.013 0.78 1.15 0.013 0.71 1.21 0.012 03:00 0.79 1.18 0.013 0.78 1.25 0.014 0.78 1.19 0.014 0.79 1.25 0.014 0.78 1.21 0.014 0.78 1.19 0.014 0.76 1.21 0.013 04:00 0.80 1.14 0.013 0.80 1.28 0.015 0.77 1.22 0.014 0.76 1.19 0.013 0.77 1.25 0.014 0.80 1.21 0.014 0.78 1.19 0.013 05:00 0.80 1.28 0.015 0.78 1.16 0.013 0.76 1.18 0.013 0.74 1.22 0.013 0.75 1.28 0.014 0.76 1.23 0.013 0.73 1.31 0.014 06:00 0.78 1.48 0.017 0.70 1.49 0.014 0.71 2.03 0.021 0.75 1.81 0.020 0.79 1.92 0.023 0.69 1.81 0.017 0.72 1.92 0.019 07:00 0.81 1.44 0.017 0.70 1.96 0.019 0.95 2.56 0.041 0.94 2.32 0.035 1.05 2.74 0.053 1.02 2.49 0.044 0.96 2.47 0.039 08:00 0.97 2.37 0.038 0.92 2.47 0.037 0.94 2.21 0.033 0.93 2.27 0.034 0.80 2.16 0.026 0.86 2.37 0.031 0.88 2.17 0.030 09:00 1.00 2.48 0.040 0.94 2.21 0.033 0.95 2.14 0.032 0.84 2.17 0.027 0.84 2.17 0.028 0.89 2.30 0.032 0.87 2.14 0.028 10:00 1.05 2.40 0.042 0.94 2.50 0.038 0.89 2.16 0.030 0.82 2.18 0.027 0.73 2.09 0.022 0.79 2.27 0.026 0.84 2.16 0.028 11:00 0.91 2.26 0.033 0.92 2.15 0.031 0.83 2.34 0.029 0.78 2.11 0.024 0.80 2.18 0.026 0.79 2.18 0.026 0.78 2.13 0.024 12:00 0.93 2.24 0.033 0.90 2.26 0.032 0.81 2.24 0.027 0.74 1.77 0.018 0.77 1.98 0.022 0.80 2.02 0.024 0.73 2.13 0.022 13:00 0.83 2.16 0.027 0.81 2.25 0.027 0.81 2.29 0.027 0.75 1.39 0.015 0.76 2.14 0.024 0.76 2.08 0.023 0.73 2.07 0.022 14:00 0.82 2.23 0.027 0.79 2.16 0.025 0.78 2.22 0.025 0.77 2.08 0.024 0.72 1.81 0.018 0.67 1.87 0.017 0.73 2.10 0.022 15:00 0.80 2.23 0.026 0.79 2.07 0.024 0.75 2.13 0.023 0.76 1.99 0.022 0.73 1.69 0.018 0.76 1.81 0.020 0.68 1.71 0.016 16:00 0.78 2.19 0.025 0.87 2.23 0.030 0.74 1.71 0.018 0.73 1.77 0.018 0.71 1.71 0.017 0.67 1.92 0.017 0.72 1.98 0.020 17:00 0.77 2.02 0.023 0.82 2.15 0.026 0.80 2.10 0.025 0.75 2.18 0.023 0.72 2.16 0.022 0.74 2.14 0.023 0.77 2.22 0.025 18:00 0.91 2.41 0.036 0.85 2.21 0.028 0.82 2.22 0.027 0.86 2.12 0.027 0.70 1.98 0.020 0.74 2.02 0.022 0.80 2.29 0.028 19:00 0.79 2.13 0.025 0.86 2.24 0.029 0.89 2.19 0.030 0.76 2.11 0.023 0.92 2.35 0.036 0.84 2.25 0.030 0.75 2.16 0.023 20:00 0.87 2.26 0.030 0.90 2.25 0.032 0.89 2.24 0.031 0.79 2.20 0.025 0.88 2.15 0.029 0.83 2.17 0.027 0.80 2.15 0.026 21:00 0.78 2.15 0.025 0.86 2.15 0.028 0.82 2.11 0.026 0.90 2.23 0.032 0.78 2.17 0.025 0.86 2.17 0.028 0.81 1.75 0.023 22:00 0.75 1.81 0.020 0.76 2.02 0.022 0.72 1.98 0.020 0.80 2.17 0.025 0.77 2.06 0.023 0.80 2.21 0.026 0.78 1.72 0.020 23:00 0.74 1.58 0.017 0.68 1.69 0.016 0.75 1.24 0.013 0.73 1.72 0.018 0.69 1.67 0.016 0.73 2.01 0.021 0.73 1.74 0.018 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.83 00:40 0.57 08:05 1.25 1.89 03:45 0.91 18:15 4.17 0.024 0.024 04:35 0.011 18:15 0.094 0.15 0.82 23:50 0.58 08:15 1.15 1.92 01:40 0.94 08:15 3.64 0.024 0.024 05:05 0.010 08:15 0.073 0.81 06:45 0.53 07:35 1.23 1.90 01:10 0.94 07:30 3.70 0.023 0.023 16:25 0.009 07:30 0.079 0.79 15:20 0.61 21:35 1.18 1.86 05:30 0.98 10:55 2.89 0.022 0.022 04:35 0.010 21:35 0.054 0.78 13:30 0.58 07:00 1.56 1.86 02:30 0.94 07:00 4.12 0.022 0.022 05:00 0.011 07:00 0.128 0.78 14:15 0.53 07:05 1.27 1.89 02:35 0.94 07:05 4.51 0.022 0.022 14:15 0.009 07:05 0.104 0.77 12:55 0.54 21:50 1.36 1.84 03:20 0.96 07:20 3.48 0.021 0.021 22:30 0.009 21:50 0.078 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.80 1.88 0.159 0.023 0.15 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 69 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.75 1.32 0.014 0.67 1.46 0.013 0.78 1.40 0.016 0.67 1.21 0.011 0.70 1.21 0.012 0.77 1.06 0.012 1.32 1.13 0.028 01:00 0.77 1.10 0.012 0.72 1.10 0.011 0.78 1.14 0.013 0.74 1.24 0.013 0.73 1.18 0.012 0.78 1.38 0.016 1.29 1.21 0.029 02:00 0.77 1.16 0.013 0.76 1.15 0.013 0.78 1.11 0.012 0.79 1.29 0.015 0.75 1.29 0.014 0.74 1.11 0.012 1.18 1.14 0.024 03:00 0.77 1.25 0.014 0.69 1.37 0.013 0.82 1.14 0.014 0.76 1.12 0.012 0.77 1.24 0.014 0.77 1.14 0.013 1.04 1.19 0.021 04:00 0.78 1.27 0.014 0.75 1.16 0.013 0.79 1.13 0.013 0.77 1.28 0.014 0.78 1.28 0.014 0.79 1.19 0.014 0.95 1.07 0.016 05:00 0.75 1.29 0.014 0.73 1.34 0.013 0.84 1.14 0.014 0.75 1.24 0.014 0.71 1.35 0.014 0.77 1.15 0.013 1.17 1.17 0.024 06:00 0.70 1.46 0.014 0.71 1.49 0.015 0.79 1.66 0.019 0.72 1.75 0.018 0.63 1.76 0.015 0.85 2.43 0.033 1.54 1.58 0.049 07:00 0.76 2.14 0.024 0.75 1.84 0.020 0.93 2.49 0.038 1.05 2.59 0.047 1.07 2.71 0.050 1.04 2.37 0.042 1.79 2.40 0.090 08:00 0.86 2.06 0.027 0.89 2.27 0.034 0.85 2.13 0.027 0.94 2.21 0.033 0.90 2.24 0.032 1.46 2.14 0.060 1.73 2.07 0.075 09:00 0.97 2.38 0.038 0.84 2.19 0.028 0.89 2.32 0.034 0.93 2.25 0.033 0.90 2.25 0.032 1.81 1.78 0.068 1.71 2.11 0.075 10:00 0.96 2.29 0.035 0.99 2.42 0.040 0.89 2.16 0.030 0.90 2.14 0.031 0.85 2.39 0.031 1.92 1.83 0.077 1.74 1.92 0.071 11:00 0.94 2.33 0.035 0.93 2.19 0.032 0.96 2.20 0.033 0.67 2.00 0.018 0.74 1.77 0.020 1.86 1.67 0.067 1.64 1.73 0.058 12:00 0.78 2.25 0.026 0.87 2.15 0.029 0.82 2.21 0.027 0.72 1.88 0.019 0.87 2.25 0.031 1.81 1.69 0.067 1.67 1.83 0.063 13:00 0.77 1.99 0.022 0.82 2.17 0.026 0.83 2.27 0.028 0.64 1.78 0.015 0.88 2.17 0.030 1.75 1.55 0.057 1.55 1.71 0.053 14:00 0.80 2.23 0.026 0.83 2.22 0.027 0.72 2.18 0.022 0.69 1.91 0.018 0.71 1.98 0.020 1.76 1.51 0.056 1.46 1.48 0.042 15:00 0.76 2.01 0.022 0.77 2.02 0.022 0.81 2.21 0.027 0.67 1.92 0.018 0.68 1.39 0.013 1.75 1.45 0.053 1.62 1.64 0.055 16:00 0.86 2.19 0.029 0.80 2.14 0.025 0.79 2.30 0.027 0.66 1.93 0.018 0.81 1.82 0.024 1.91 1.68 0.070 1.63 1.62 0.054 17:00 0.77 2.24 0.025 0.79 2.22 0.026 0.93 2.39 0.035 0.75 2.01 0.022 0.83 2.15 0.028 1.83 1.70 0.066 1.59 1.64 0.054 18:00 0.83 2.14 0.027 0.83 2.06 0.026 0.81 2.22 0.028 0.90 2.34 0.034 0.82 2.08 0.026 1.77 1.62 0.061 1.76 1.89 0.070 19:00 0.74 2.02 0.022 0.89 2.25 0.031 0.97 2.41 0.039 0.89 2.15 0.029 0.91 2.33 0.034 1.88 1.99 0.081 1.79 1.82 0.070 20:00 0.81 2.00 0.024 0.90 2.17 0.031 0.93 2.26 0.033 1.00 2.41 0.042 0.94 2.17 0.033 1.86 1.89 0.075 1.45 1.45 0.041 21:00 0.79 2.22 0.026 0.86 2.15 0.028 0.87 1.88 0.026 0.83 2.17 0.028 0.91 2.25 0.032 1.85 1.75 0.070 1.34 2.22 0.057 22:00 0.78 2.09 0.024 0.80 2.05 0.024 0.77 1.89 0.022 0.78 2.12 0.024 0.83 2.13 0.027 1.76 1.68 0.062 1.00 1.69 0.028 23:00 0.69 1.69 0.016 0.76 1.57 0.017 0.66 1.78 0.016 0.64 1.47 0.013 0.68 1.34 0.013 1.57 1.49 0.048 0.97 1.55 0.024 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.80 23:35 0.60 09:35 1.25 1.88 01:50 0.98 11:00 3.37 0.023 0.023 23:35 0.010 09:35 0.067 0.81 05:25 0.57 10:30 1.24 1.88 03:05 0.81 08:30 4.02 0.023 0.023 03:05 0.008 08:30 0.083 0.83 22:45 0.55 19:10 1.26 1.92 02:50 0.88 19:10 3.87 0.025 0.025 02:50 0.010 19:10 0.088 0.79 23:25 0.39 20:40 1.27 1.85 03:35 0.98 20:35 4.11 0.022 0.022 23:25 0.006 20:35 0.095 0.81 23:55 0.50 07:10 1.27 1.86 01:30 0.98 07:10 3.92 0.024 0.024 15:20 0.009 07:10 0.090 1.46 02:00 0.58 08:30 2.36 1.63 01:45 0.72 06:40 3.69 0.050 0.050 01:45 0.007 19:00 0.110 1.46 23:50 0.80 19:15 2.02 1.64 00:15 0.88 21:10 3.32 0.049 0.049 03:55 0.013 21:05 0.117 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.99 1.81 0.215 0.031 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 70 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 0.74 1.18 0.012 0.68 1.36 0.012 01:00 1.00 1.54 0.029 0.69 1.18 0.011 02:00 0.78 1.18 0.013 0.69 1.18 0.011 03:00 0.78 1.25 0.014 0.76 1.26 0.014 04:00 0.75 1.17 0.012 0.73 1.24 0.013 05:00 0.75 1.19 0.013 0.77 1.10 0.012 06:00 0.93 1.38 0.021 0.70 1.44 0.014 07:00 1.14 1.71 0.034 0.70 1.58 0.015 08:00 1.47 1.91 0.056 0.94 2.14 0.035 09:00 1.74 2.35 0.086 1.02 2.31 0.039 10:00 1.71 2.45 0.087 1.06 2.33 0.042 11:00 1.72 2.45 0.088 0.92 2.14 0.031 12:00 1.30 1.90 0.047 0.91 2.17 0.031 13:00 1.61 2.17 0.071 0.94 2.12 0.031 14:00 1.20 1.80 0.039 0.76 2.18 0.025 15:00 0.92 2.17 0.031 0.62 1.84 0.015 16:00 0.94 2.16 0.032 0.71 2.11 0.021 17:00 0.82 2.12 0.029 0.79 2.29 0.027 18:00 0.75 2.07 0.022 0.82 2.09 0.026 19:00 0.93 2.24 0.033 0.74 1.98 0.021 20:00 0.88 2.18 0.030 0.99 2.32 0.038 21:00 0.65 1.95 0.017 0.93 2.10 0.031 22:00 0.88 2.19 0.030 0.78 2.13 0.025 23:00 0.70 1.85 0.018 0.65 1.58 0.013 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.05 21:50 0.53 09:00 1.90 1.86 03:55 0.94 17:40 3.57 0.036 0.036 06:00 0.009 10:55 0.121 0.81 15:35 0.47 08:10 1.29 1.84 05:15 0.88 08:10 3.92 0.023 0.023 04:30 0.007 08:10 0.092 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.93 1.85 0.059 0.030 5D-28, Pipe Height: 8 in Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 71 of 176 Site 6A-13 functioned under normal conditions during the period Saturday, February 22, 2014 to Sunday, May 11, 2014 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Average flow depth, velocity, and quantity data observed during Saturday, February 22, 2014 to Sunday, May 11, 2014 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 26.1% full at its recorded peak of 2.09 inches and approximately 15.5% full during its recorded average depth of 1.24 inches. Data uptime observed during the Saturday, February 22, 2014 to the Sunday, May 11, 2014 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Site Commentary Site Information 6A-13 Pipe Dimensions 8 " Silt Level 0.00" Overview Observations Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.24 6.78 0.163 Minimum 0.44 3.30 0.020 Maximum 2.09 9.95 0.408 Time of Minimum 3/29/2014 4:25 AM 4/29/2014 2:45 AM 3/29/2014 4:25 AM Time of Maximum 4/13/2014 10:35 AM 4/27/2014 10:25 AM 4/20/2014 10:15 AM Data Quality Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 72 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/20/14 JG 6A-13 2504-2508 Marron RD X Monitor S/N:1287 6A-13 N/A 8.00" 8.00" N/A 72.0" Precast / Good VCP / Good x 2/20/14 @ 11:00 a.m. 1.13" .25 6.80 0.00" Standard installation Ultrasonic Sensor / Velocity Sensor No Evidence of Surcharge RG 1 ADS SiteLocation 8.00" x 8.00"6A-13 Site Map NAccess Map N Planar NCross Section Drive Low depth with Fast velocity Monitor Series:3600 72.0"N/A N/A N/A N/A N/A N/A DNI DNI Sensor Location Flow Dir. Page 73 of 176 Page 74 of 176 Page 75 of 176 Page 76 of 176 Page 77 of 176 Page 78 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 04:40 0.56 10:25 1.81 1.26 04:15 3.60 13:30 8.72 6.73 04:50 0.029 13:30 0.322 0.166 0.166 2/23/2014 04:50 0.48 10:15 2.02 1.28 03:55 3.77 10:25 8.52 6.78 04:50 0.024 10:15 0.379 0.175 0.175 2/24/2014 02:55 0.69 13:40 1.77 1.23 02:55 3.97 07:20 8.45 6.64 02:55 0.038 07:20 0.299 0.156 0.156 2/25/2014 01:45 0.59 07:10 1.88 1.21 03:40 3.75 07:15 8.48 6.58 02:00 0.034 07:10 0.330 0.154 0.154 0.11 2/26/2014 01:35 0.62 07:15 1.80 1.20 03:40 3.84 06:50 8.35 6.51 04:00 0.034 07:15 0.316 0.148 0.148 2/27/2014 01:20 0.54 07:10 1.97 1.21 00:55 4.22 07:15 8.31 6.65 01:20 0.031 07:05 0.352 0.154 0.154 0.14 2/28/2014 03:00 0.55 07:25 1.85 1.26 02:25 3.53 06:35 8.52 6.83 02:50 0.028 07:45 0.322 0.166 0.166 1.01 3/1/2014 02:45 0.72 11:35 1.92 1.28 05:20 4.09 10:50 8.48 6.84 05:00 0.046 11:25 0.345 0.170 0.170 0.64 3/2/2014 02:10 0.62 10:10 2.05 1.29 03:50 3.94 11:05 8.72 6.82 03:50 0.035 10:10 0.384 0.176 0.176 0.09 3/3/2014 03:45 0.56 06:35 1.74 1.13 03:25 3.92 07:55 8.35 6.67 03:00 0.033 06:35 0.301 0.139 0.139 0.01 3/4/2014 03:10 0.48 19:45 1.77 1.10 04:05 3.74 07:10 8.58 6.58 03:05 0.023 07:10 0.317 0.134 0.134 3/5/2014 03:35 0.51 06:55 1.78 1.10 03:30 3.47 07:10 8.52 6.57 03:30 0.023 06:55 0.304 0.134 0.134 3/6/2014 03:25 0.51 07:15 1.74 1.13 02:55 3.72 07:20 8.45 6.64 02:50 0.025 07:15 0.294 0.139 0.139 3/7/2014 03:30 0.55 07:55 1.71 1.08 02:30 3.55 06:25 8.15 6.47 02:30 0.026 07:55 0.281 0.125 0.125 3/8/2014 00:10 0.48 08:40 1.96 1.25 02:50 4.29 16:25 8.53 6.75 00:10 0.029 10:50 0.345 0.165 0.165 3/9/2014 04:15 0.52 10:55 1.95 1.28 03:50 3.87 09:30 8.55 6.70 04:15 0.025 10:55 0.359 0.173 0.173 3/10/2014 02:50 0.60 06:05 1.91 1.22 03:25 3.97 18:35 8.79 6.58 02:00 0.033 06:05 0.331 0.154 0.154 3/11/2014 01:20 0.48 06:15 1.91 1.22 01:45 3.74 18:55 8.53 6.64 01:15 0.021 06:15 0.337 0.156 0.156 3/12/2014 02:55 0.52 06:20 1.96 1.19 03:10 4.14 06:20 8.52 6.59 02:55 0.028 06:20 0.365 0.148 0.148 3/13/2014 01:00 0.54 20:30 1.98 1.20 02:10 3.64 20:40 8.43 6.59 02:05 0.028 20:30 0.350 0.150 0.150 3/14/2014 03:00 0.52 07:10 1.88 1.14 03:35 3.79 07:15 8.28 6.57 03:35 0.024 07:10 0.327 0.140 0.140 3/15/2014 02:50 0.51 11:00 1.88 1.16 03:00 3.84 17:00 8.63 6.68 04:35 0.025 11:00 0.337 0.150 0.150 3/16/2014 04:00 0.54 12:10 1.93 1.26 05:25 4.17 11:15 8.48 6.75 04:00 0.028 10:50 0.331 0.168 0.168 3/17/2014 00:30 0.53 20:25 2.01 1.23 02:45 3.64 07:55 8.28 6.59 00:30 0.027 20:25 0.354 0.156 0.156 3/18/2014 00:40 0.55 20:50 1.80 1.22 03:15 3.69 07:55 8.11 6.40 00:40 0.029 20:50 0.303 0.150 0.150 3/19/2014 02:25 0.61 06:40 1.89 1.21 03:50 3.77 07:15 8.04 6.42 02:25 0.032 06:40 0.327 0.147 0.147 3/20/2014 02:35 0.57 07:15 1.90 1.24 04:00 3.74 21:10 8.41 6.44 02:35 0.027 07:15 0.324 0.155 0.155 3/21/2014 02:40 0.51 06:55 1.76 1.24 03:15 3.52 09:05 8.33 6.44 03:20 0.023 06:55 0.284 0.155 0.155 3/22/2014 03:50 0.55 10:30 1.97 1.25 04:55 3.77 09:20 8.21 6.50 03:50 0.027 10:30 0.337 0.161 0.161 3/23/2014 02:30 0.55 12:25 1.94 1.29 05:05 3.67 09:50 8.40 6.60 04:10 0.027 11:05 0.329 0.173 0.173 3/24/2014 03:10 0.56 18:35 1.83 1.22 02:45 3.69 19:55 8.18 6.52 03:05 0.029 18:35 0.312 0.153 0.153 3/25/2014 03:30 0.52 07:30 1.85 1.22 02:40 3.74 06:50 8.25 6.63 03:30 0.025 07:30 0.311 0.157 0.157 3/26/2014 03:10 0.52 07:10 1.91 1.21 04:05 3.74 07:40 8.21 6.69 04:05 0.025 07:10 0.329 0.156 0.156 0.01 3/27/2014 03:40 0.46 07:15 1.84 1.24 02:20 4.01 07:30 8.25 6.70 03:40 0.024 07:15 0.322 0.160 0.160 3/28/2014 03:15 0.51 07:10 1.90 1.17 02:20 3.80 07:10 8.58 6.54 03:15 0.024 07:10 0.352 0.143 0.143 3/29/2014 04:25 0.44 09:35 1.89 1.20 03:45 3.65 09:25 8.45 6.58 04:25 0.020 09:20 0.331 0.154 0.154 3/30/2014 05:00 0.63 11:10 1.98 1.25 05:40 4.11 09:20 8.43 6.70 02:55 0.038 11:00 0.348 0.162 0.162 3/31/2014 04:20 0.58 07:15 1.70 1.13 03:35 3.65 07:10 8.16 6.47 03:35 0.028 07:15 0.281 0.136 0.136 4/1/2014 03:10 0.53 20:20 1.74 1.12 04:25 3.53 06:55 8.18 6.36 02:40 0.026 20:20 0.295 0.131 0.131 0.22 4/2/2014 03:25 0.55 20:20 1.74 1.14 03:15 3.62 07:55 8.21 6.48 03:25 0.025 20:20 0.292 0.137 0.137 0.21 4/3/2014 04:30 0.59 07:15 1.84 1.15 04:20 3.99 07:35 8.38 6.53 04:30 0.034 07:15 0.315 0.139 0.139 4/4/2014 03:25 0.53 07:20 1.58 1.09 02:15 3.69 09:05 8.36 6.45 02:20 0.027 06:50 0.249 0.128 0.128 4/5/2014 04:40 0.52 11:05 1.75 1.16 02:35 3.53 09:45 8.67 6.46 04:40 0.023 11:05 0.309 0.143 0.143 4/6/2014 02:50 0.54 10:05 1.89 1.19 03:30 3.37 10:05 8.45 6.51 03:30 0.024 10:05 0.345 0.150 0.150 4/7/2014 04:00 0.53 08:10 1.57 1.14 03:05 3.43 07:45 8.48 6.50 04:00 0.026 08:10 0.248 0.138 0.138 4/8/2014 03:45 0.55 07:25 1.56 1.17 02:55 3.53 20:40 8.48 6.58 03:45 0.028 09:20 0.255 0.146 0.146 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 6A-13, Pipe Height: 8 in Page 79 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 02:25 0.62 07:20 1.65 1.19 02:20 4.04 07:15 8.53 6.65 02:25 0.034 07:20 0.280 0.147 0.147 4/10/2014 01:50 0.61 07:20 1.63 1.19 02:15 3.99 21:10 8.43 6.61 01:50 0.034 07:20 0.262 0.147 0.147 4/11/2014 02:55 0.53 20:20 1.60 1.19 03:55 3.75 20:40 8.47 6.64 02:55 0.025 20:20 0.258 0.150 0.150 4/12/2014 03:00 0.62 09:25 1.94 1.33 02:30 4.27 09:00 8.58 7.11 04:00 0.037 09:25 0.362 0.189 0.189 4/13/2014 04:20 0.61 10:35 2.09 1.39 04:40 3.65 14:05 9.05 7.21 04:20 0.035 10:35 0.397 0.208 0.208 4/14/2014 03:20 0.62 07:05 1.92 1.31 01:45 4.21 06:55 8.58 7.13 03:20 0.037 07:05 0.358 0.185 0.185 4/15/2014 02:40 0.57 07:00 2.00 1.28 02:55 3.67 06:30 8.58 7.03 02:40 0.027 07:00 0.371 0.177 0.177 4/16/2014 04:45 0.71 20:15 1.95 1.30 02:50 4.02 20:20 8.85 7.13 04:45 0.042 20:15 0.360 0.182 0.182 4/17/2014 03:00 0.57 06:55 1.89 1.27 03:05 3.35 06:50 8.58 7.02 03:15 0.029 06:55 0.337 0.175 0.175 4/18/2014 02:50 0.60 07:15 1.83 1.28 03:25 3.69 08:45 8.58 7.11 02:50 0.035 07:15 0.331 0.178 0.178 4/19/2014 03:15 0.64 09:45 2.08 1.37 01:55 4.33 09:45 8.58 7.23 03:15 0.037 09:45 0.401 0.200 0.200 4/20/2014 03:35 0.71 10:15 2.09 1.40 04:45 4.33 09:55 8.72 7.32 03:35 0.044 10:15 0.408 0.209 0.209 4/21/2014 03:15 0.70 19:55 1.86 1.33 02:25 4.29 19:15 8.75 7.17 03:15 0.043 07:20 0.329 0.190 0.190 4/22/2014 02:15 0.59 19:45 1.94 1.30 04:50 4.02 18:55 8.58 7.01 03:55 0.032 19:55 0.353 0.178 0.178 4/23/2014 03:50 0.54 06:40 1.93 1.26 03:55 3.77 20:10 8.58 6.92 03:50 0.025 06:40 0.353 0.171 0.171 4/24/2014 03:55 0.58 06:45 2.00 1.29 02:45 3.77 20:35 8.89 7.10 03:55 0.031 06:45 0.377 0.182 0.182 4/25/2014 04:00 0.53 07:05 1.88 1.24 02:35 3.69 06:30 8.75 6.98 02:10 0.028 07:05 0.339 0.168 0.168 4/26/2014 02:50 0.53 10:15 2.02 1.28 03:20 3.90 16:45 9.74 7.30 03:30 0.027 10:15 0.395 0.186 0.186 0.15 4/27/2014 04:40 0.46 09:50 1.94 1.31 04:35 3.80 10:25 9.95 7.37 05:20 0.020 10:40 0.408 0.198 0.198 4/28/2014 03:40 0.56 20:40 1.90 1.34 03:45 3.64 16:45 9.46 7.42 03:40 0.028 20:20 0.359 0.202 0.202 4/29/2014 03:10 0.55 07:15 1.92 1.25 02:45 3.30 06:30 8.79 6.93 02:40 0.025 07:15 0.367 0.168 0.168 4/30/2014 02:50 0.54 07:20 1.93 1.24 01:40 4.04 06:50 8.58 6.90 02:50 0.027 07:20 0.359 0.167 0.167 5/1/2014 03:45 0.55 06:40 1.91 1.24 03:30 3.92 06:40 8.58 6.89 04:15 0.030 06:40 0.355 0.167 0.167 5/2/2014 03:00 0.55 07:15 1.99 1.24 02:20 3.48 15:55 8.58 6.85 02:05 0.027 07:15 0.372 0.165 0.165 5/3/2014 05:15 0.55 10:20 2.01 1.28 04:50 3.37 18:30 8.82 7.13 04:50 0.024 10:20 0.367 0.180 0.180 5/4/2014 04:45 0.64 09:50 2.05 1.37 02:50 3.65 11:20 8.82 7.26 04:45 0.036 09:50 0.391 0.204 0.204 5/5/2014 02:45 0.57 07:00 1.97 1.29 02:20 3.74 21:30 8.80 7.11 02:45 0.029 07:00 0.370 0.182 0.182 5/6/2014 03:55 0.50 06:55 1.89 1.28 02:00 3.79 08:10 8.85 7.06 03:55 0.024 06:55 0.349 0.179 0.179 5/7/2014 02:15 0.56 07:25 1.98 1.28 02:00 3.52 07:30 8.58 6.82 02:00 0.026 07:25 0.370 0.173 0.173 5/8/2014 03:25 0.60 07:10 1.92 1.29 01:50 3.80 07:05 8.58 6.95 03:00 0.033 07:10 0.356 0.177 0.177 5/9/2014 03:25 0.67 07:30 1.93 1.29 01:50 3.72 08:35 8.97 7.05 03:25 0.038 07:30 0.359 0.177 0.177 5/10/2014 04:25 0.47 10:20 1.90 1.31 04:00 3.84 11:00 8.72 7.14 04:25 0.022 10:20 0.349 0.187 0.187 5/11/2014 04:00 0.59 09:20 1.99 1.35 03:30 3.95 09:30 8.85 7.21 04:00 0.031 09:30 0.381 0.200 0.200 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.24 6.78 12.916 0.163 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 80 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.99 5.44 0.087 0.95 5.53 0.085 0.91 5.15 0.075 0.85 5.14 0.067 0.87 5.10 0.069 0.85 4.99 0.066 0.94 5.34 0.079 0.02 01:00 0.81 4.78 0.058 0.85 4.81 0.061 0.77 4.63 0.052 0.69 4.47 0.042 0.80 4.49 0.053 0.73 4.65 0.048 0.80 4.81 0.058 0.01 02:00 0.74 4.49 0.047 0.77 4.45 0.049 0.73 4.29 0.044 0.71 4.36 0.043 0.75 4.40 0.047 0.77 4.82 0.053 0.68 3.95 0.037 0.03 03:00 0.81 4.82 0.058 0.70 4.19 0.041 0.77 4.33 0.048 0.71 4.15 0.041 0.74 4.25 0.044 0.70 4.63 0.045 0.69 4.34 0.041 0.02 04:00 0.66 4.21 0.037 0.66 4.29 0.038 0.81 4.69 0.056 0.77 4.48 0.051 0.78 4.54 0.053 0.80 4.86 0.058 0.04 0.88 5.25 0.075 0.15 05:00 0.78 4.65 0.053 0.81 4.67 0.056 1.08 6.21 0.115 1.08 6.06 0.112 1.07 6.13 0.111 1.09 6.56 0.124 0.03 1.17 6.87 0.141 0.06 06:00 1.02 5.94 0.102 0.97 5.68 0.090 1.49 7.67 0.224 1.59 7.81 0.251 1.47 7.67 0.221 1.51 7.71 0.229 0.01 1.57 8.04 0.254 0.01 07:00 1.35 7.40 0.188 1.26 7.03 0.161 1.63 8.04 0.266 1.71 8.09 0.287 1.68 7.97 0.274 1.75 7.96 0.292 0.01 1.75 8.03 0.293 0.01 08:00 1.52 7.69 0.229 1.55 7.92 0.244 1.49 7.61 0.220 1.51 7.73 0.229 1.51 7.55 0.223 1.42 7.37 0.201 0.01 1.49 7.66 0.223 0.02 09:00 1.64 7.84 0.261 1.65 7.96 0.268 1.28 7.37 0.173 1.40 7.23 0.193 1.29 6.96 0.164 1.30 7.12 0.171 0.02 1.35 7.32 0.185 10:00 1.65 7.94 0.266 1.83 8.23 0.321 1.28 7.30 0.171 1.45 7.41 0.208 0.09 1.15 6.47 0.130 1.28 7.00 0.165 0.01 1.34 7.31 0.182 0.03 11:00 1.53 7.83 0.236 1.69 8.05 0.279 1.25 7.21 0.162 1.18 6.71 0.140 0.02 1.26 6.84 0.156 1.17 6.54 0.134 1.53 7.66 0.233 0.18 12:00 1.50 7.71 0.225 1.52 7.69 0.230 1.23 6.84 0.150 1.15 6.55 0.132 1.17 6.59 0.135 1.22 6.94 0.152 1.40 7.48 0.200 0.20 13:00 1.55 7.88 0.242 1.55 7.84 0.240 1.34 7.11 0.180 1.18 6.80 0.141 1.10 6.32 0.120 1.24 6.95 0.155 1.28 7.20 0.168 14:00 1.44 7.69 0.214 1.40 7.42 0.197 1.19 6.58 0.139 1.08 6.39 0.118 1.14 6.48 0.129 1.20 6.76 0.144 1.24 6.93 0.154 15:00 1.55 7.77 0.239 1.34 7.36 0.184 1.18 6.71 0.139 1.19 6.80 0.144 1.22 6.75 0.146 1.25 7.06 0.160 1.31 7.21 0.175 0.15 16:00 1.49 7.63 0.221 1.44 7.58 0.211 1.22 6.91 0.151 1.25 6.97 0.157 1.22 6.98 0.153 1.28 6.85 0.160 1.52 7.78 0.234 0.01 17:00 1.45 7.56 0.211 1.49 7.72 0.224 1.40 7.48 0.200 1.43 7.39 0.203 1.29 7.04 0.167 1.38 7.41 0.192 1.35 7.40 0.187 0.03 18:00 1.44 7.63 0.211 1.54 7.98 0.243 1.53 7.72 0.234 1.45 7.54 0.212 1.43 7.56 0.206 1.49 7.71 0.224 1.42 7.62 0.207 19:00 1.40 7.48 0.200 1.57 8.01 0.251 1.54 7.69 0.234 1.47 7.67 0.220 1.57 7.80 0.245 1.48 7.67 0.220 1.50 7.76 0.227 20:00 1.32 7.18 0.177 1.54 7.82 0.239 1.52 7.68 0.231 1.53 7.75 0.232 1.50 7.72 0.226 1.54 7.76 0.237 1.42 7.56 0.206 21:00 1.23 6.94 0.153 1.43 7.52 0.206 1.48 7.49 0.218 1.44 7.48 0.207 1.44 7.58 0.211 1.48 7.71 0.221 1.25 6.99 0.159 0.02 22:00 1.23 6.89 0.152 1.28 6.98 0.164 1.24 6.76 0.152 1.25 6.93 0.158 1.25 6.94 0.156 1.20 6.77 0.144 1.19 6.89 0.146 0.03 23:00 1.09 6.08 0.113 1.05 6.08 0.106 1.07 6.00 0.109 1.07 5.95 0.108 1.06 6.05 0.108 1.02 5.76 0.096 0.01 1.15 6.59 0.132 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.26 04:40 0.56 10:25 1.81 6.73 04:15 3.60 13:30 8.72 0.166 0.166 04:50 0.029 13:30 0.322 1.28 04:50 0.48 10:15 2.02 6.78 03:55 3.77 10:25 8.52 0.175 0.175 04:50 0.024 10:15 0.379 1.23 02:55 0.69 13:40 1.77 6.64 02:55 3.97 07:20 8.45 0.156 0.156 02:55 0.038 07:20 0.299 1.21 01:45 0.59 07:10 1.88 6.58 03:40 3.75 07:15 8.48 0.154 0.154 02:00 0.034 07:10 0.330 0.11 1.20 01:35 0.62 07:15 1.80 6.51 03:40 3.84 06:50 8.35 0.148 0.148 04:00 0.034 07:15 0.316 1.21 01:20 0.54 07:10 1.97 6.65 00:55 4.22 07:15 8.31 0.154 0.154 01:20 0.031 07:05 0.352 0.14 1.26 03:00 0.55 07:25 1.85 6.83 02:25 3.53 06:35 8.52 0.166 0.166 02:50 0.028 07:45 0.322 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.24 6.67 1.118 0.160 1.26 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 81 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.09 6.16 0.114 0.32 0.98 5.52 0.087 0.83 5.20 0.065 0.84 5.24 0.066 0.81 5.05 0.062 0.90 5.59 0.078 0.87 5.21 0.070 01:00 0.94 5.49 0.082 0.12 0.84 4.86 0.062 0.70 4.64 0.045 0.67 4.56 0.041 0.68 4.51 0.042 0.79 4.97 0.058 0.70 4.60 0.045 02:00 0.89 5.19 0.072 0.80 4.66 0.055 0.65 4.60 0.039 0.63 4.33 0.036 0.63 4.46 0.037 0.64 4.27 0.037 0.66 4.37 0.040 03:00 0.82 4.84 0.059 0.75 4.44 0.047 0.66 4.43 0.039 0.58 4.11 0.030 0.58 4.14 0.031 0.59 4.22 0.032 0.62 4.29 0.035 04:00 0.77 4.64 0.052 0.73 4.62 0.047 0.75 4.75 0.052 0.67 4.45 0.042 0.73 4.69 0.048 0.66 4.52 0.041 0.72 4.60 0.047 05:00 0.84 4.77 0.061 0.74 4.63 0.048 0.01 1.04 6.34 0.113 0.99 6.29 0.102 0.96 6.20 0.098 1.02 6.25 0.106 0.98 6.19 0.099 06:00 1.05 6.02 0.108 0.01 0.95 5.68 0.087 1.55 7.80 0.241 1.50 7.97 0.234 1.52 7.83 0.236 1.47 7.68 0.220 1.50 7.66 0.227 07:00 1.29 7.11 0.169 1.20 6.88 0.147 0.02 1.43 7.95 0.219 1.56 7.97 0.249 1.56 7.90 0.244 1.59 8.03 0.255 1.55 7.84 0.241 08:00 1.61 8.02 0.260 1.58 7.83 0.250 1.37 7.68 0.198 0.01 1.24 7.39 0.165 1.41 7.67 0.207 1.20 7.44 0.159 1.36 7.57 0.195 09:00 1.71 7.91 0.278 0.03 1.65 8.00 0.269 0.04 1.32 7.77 0.189 1.16 7.18 0.146 1.26 7.26 0.167 1.18 7.04 0.146 1.17 7.09 0.146 10:00 1.72 7.92 0.284 0.02 1.79 8.16 0.310 0.02 1.24 7.32 0.165 1.24 7.17 0.160 1.05 6.87 0.122 1.21 7.34 0.160 1.12 6.80 0.131 11:00 1.67 7.84 0.269 1.71 7.93 0.281 1.19 7.05 0.149 1.09 7.00 0.131 1.02 6.83 0.115 1.13 6.95 0.137 1.05 6.74 0.119 12:00 1.62 7.88 0.258 1.67 7.97 0.273 1.14 6.74 0.134 1.19 6.92 0.145 0.99 6.62 0.106 1.10 6.63 0.124 1.15 6.88 0.138 13:00 1.49 7.55 0.219 1.56 7.83 0.242 1.08 6.51 0.120 1.04 6.53 0.114 1.00 6.58 0.108 1.11 6.69 0.128 1.11 6.69 0.127 14:00 1.45 7.54 0.211 1.49 7.68 0.223 1.11 6.72 0.129 1.03 6.52 0.111 1.13 6.68 0.130 1.14 6.52 0.130 1.14 6.71 0.133 15:00 1.42 7.66 0.208 1.49 7.79 0.226 1.12 6.91 0.133 1.12 6.77 0.131 1.12 6.50 0.126 1.18 6.91 0.144 1.09 6.80 0.125 16:00 1.37 7.55 0.194 0.03 1.53 7.72 0.232 1.19 7.11 0.150 1.11 6.67 0.127 1.16 6.97 0.142 1.11 6.93 0.132 1.09 6.91 0.127 17:00 1.39 7.45 0.196 0.08 1.41 7.65 0.207 1.24 7.25 0.162 1.31 7.24 0.177 1.22 7.14 0.156 1.23 7.29 0.161 1.15 7.13 0.142 18:00 1.45 7.57 0.212 0.01 1.40 7.57 0.200 1.38 7.64 0.198 1.31 7.50 0.181 1.37 7.60 0.196 1.42 7.69 0.209 1.26 7.34 0.168 19:00 1.28 7.16 0.167 1.51 7.92 0.234 1.35 7.51 0.190 1.48 7.95 0.230 1.39 7.74 0.204 1.46 7.69 0.217 1.17 7.28 0.150 20:00 1.35 7.34 0.185 0.02 1.55 7.94 0.244 1.40 7.73 0.205 1.34 7.64 0.191 1.36 7.67 0.196 1.43 7.59 0.209 1.22 7.12 0.156 21:00 1.36 7.50 0.193 1.41 7.44 0.200 1.33 7.58 0.187 1.35 7.73 0.196 1.36 7.53 0.193 1.33 7.60 0.187 1.05 6.68 0.119 22:00 1.13 6.69 0.132 1.19 6.85 0.145 1.11 6.93 0.132 1.11 6.77 0.128 1.12 6.93 0.135 1.17 7.27 0.150 1.08 6.73 0.122 23:00 1.04 6.23 0.108 1.03 6.10 0.105 0.96 5.99 0.094 0.94 5.92 0.088 1.02 6.36 0.108 1.04 6.33 0.113 1.01 6.01 0.100 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.28 02:45 0.72 11:35 1.92 6.84 05:20 4.09 10:50 8.48 0.170 0.170 05:00 0.046 11:25 0.345 0.64 1.29 02:10 0.62 10:10 2.05 6.82 03:50 3.94 11:05 8.72 0.176 0.176 03:50 0.035 10:10 0.384 0.09 1.13 03:45 0.56 06:35 1.74 6.67 03:25 3.92 07:55 8.35 0.139 0.139 03:00 0.033 06:35 0.301 0.01 1.10 03:10 0.48 19:45 1.77 6.58 04:05 3.74 07:10 8.58 0.134 0.134 03:05 0.023 07:10 0.317 1.10 03:35 0.51 06:55 1.78 6.57 03:30 3.47 07:10 8.52 0.134 0.134 03:30 0.023 06:55 0.304 1.13 03:25 0.51 07:15 1.74 6.64 02:55 3.72 07:20 8.45 0.139 0.139 02:50 0.025 07:15 0.294 1.08 03:30 0.55 07:55 1.71 6.47 02:30 3.55 06:25 8.15 0.125 0.125 02:30 0.026 07:55 0.281 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.16 6.66 1.018 0.145 0.74 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 82 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.66 5.38 0.048 0.87 5.29 0.071 0.77 4.58 0.051 0.79 4.61 0.054 0.83 4.94 0.062 0.82 4.64 0.057 0.77 5.11 0.057 01:00 0.77 5.21 0.058 0.78 4.56 0.052 0.77 4.58 0.051 0.59 4.02 0.030 0.85 4.62 0.059 0.77 4.43 0.050 0.68 4.55 0.042 02:00 0.77 4.63 0.051 0.75 4.56 0.049 0.74 4.35 0.046 0.70 4.36 0.042 0.76 4.54 0.050 0.70 4.17 0.041 0.63 4.56 0.038 03:00 0.77 4.61 0.051 0.76 4.31 0.047 0.78 4.52 0.051 0.78 4.69 0.053 0.81 5.00 0.061 0.81 4.54 0.054 0.61 4.26 0.034 04:00 0.80 4.84 0.057 0.75 4.35 0.047 1.04 6.18 0.109 0.95 6.09 0.096 1.10 6.50 0.125 0.97 6.03 0.097 0.63 4.43 0.037 05:00 0.84 4.90 0.063 0.80 4.51 0.053 1.40 7.33 0.196 1.53 7.67 0.236 1.61 7.79 0.256 1.53 7.54 0.229 0.95 5.99 0.094 06:00 1.06 6.31 0.114 0.95 5.71 0.090 1.59 7.75 0.248 1.68 7.94 0.275 1.67 7.97 0.275 1.71 7.71 0.273 1.37 7.39 0.193 07:00 1.45 7.39 0.208 1.39 7.31 0.193 1.52 7.42 0.222 1.36 7.32 0.187 1.37 7.48 0.193 1.32 7.34 0.181 1.70 7.97 0.280 08:00 1.76 7.82 0.287 1.53 7.86 0.238 1.34 7.23 0.181 1.25 7.21 0.164 1.38 7.49 0.196 1.25 7.02 0.159 1.42 7.64 0.207 09:00 1.71 7.72 0.274 1.68 8.11 0.280 1.29 7.14 0.170 1.29 7.13 0.168 1.25 7.10 0.162 1.21 7.01 0.151 1.38 7.33 0.192 10:00 1.78 7.99 0.298 1.72 8.02 0.286 1.35 7.09 0.179 1.22 7.03 0.154 1.21 7.02 0.151 1.21 7.17 0.154 1.32 7.32 0.180 11:00 1.63 7.87 0.260 1.65 7.96 0.268 1.24 6.72 0.150 1.23 6.79 0.149 1.16 6.54 0.134 1.18 6.72 0.140 1.30 7.36 0.176 12:00 1.46 7.60 0.216 1.54 7.96 0.242 1.19 6.59 0.138 1.17 6.69 0.137 1.01 6.18 0.103 1.15 6.28 0.126 1.26 7.41 0.170 13:00 1.37 7.33 0.190 1.57 7.82 0.245 1.12 6.51 0.126 1.18 6.47 0.135 1.02 6.06 0.104 1.18 6.56 0.135 1.18 6.75 0.140 14:00 1.26 7.17 0.164 1.50 7.64 0.224 1.07 6.43 0.116 1.20 7.03 0.152 1.15 6.67 0.135 1.17 6.60 0.136 1.20 6.72 0.143 15:00 1.40 7.34 0.196 1.37 7.46 0.192 1.16 6.79 0.137 1.23 7.36 0.162 1.13 6.41 0.125 1.19 6.78 0.142 1.18 7.01 0.146 16:00 1.46 7.70 0.216 1.48 7.52 0.216 1.33 7.34 0.182 1.22 7.12 0.156 1.23 6.93 0.155 1.17 6.69 0.137 1.18 6.89 0.143 17:00 1.44 7.60 0.210 1.54 7.49 0.229 1.43 7.59 0.211 1.52 7.68 0.231 1.29 7.37 0.176 1.15 6.82 0.137 1.28 7.18 0.169 18:00 1.43 7.47 0.205 1.67 7.78 0.266 1.59 7.82 0.250 1.53 7.76 0.235 1.54 7.58 0.232 1.31 7.22 0.175 1.22 7.17 0.156 19:00 1.37 7.36 0.190 1.59 7.78 0.247 1.61 7.87 0.256 1.65 7.92 0.267 1.54 7.51 0.230 1.56 7.65 0.237 1.31 7.24 0.176 20:00 1.32 7.41 0.181 1.52 7.52 0.226 1.61 7.57 0.247 1.55 7.75 0.238 1.49 7.75 0.227 1.70 7.90 0.276 1.39 7.53 0.199 21:00 1.24 7.10 0.158 1.35 7.23 0.183 1.32 7.25 0.177 1.41 7.12 0.191 1.11 6.86 0.133 1.57 7.75 0.244 1.19 6.91 0.146 22:00 1.20 6.85 0.147 1.16 6.57 0.133 1.15 6.02 0.121 1.20 6.29 0.134 1.14 6.54 0.132 1.17 7.02 0.145 1.17 6.78 0.139 23:00 1.07 6.36 0.114 0.85 5.44 0.072 0.93 5.28 0.080 1.00 5.42 0.089 0.89 5.31 0.073 1.10 6.53 0.123 1.08 6.22 0.114 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.25 00:10 0.48 08:40 1.96 6.75 02:50 4.29 16:25 8.53 0.165 0.165 00:10 0.029 10:50 0.345 1.28 04:15 0.52 10:55 1.95 6.70 03:50 3.87 09:30 8.55 0.173 0.173 04:15 0.025 10:55 0.359 1.22 02:50 0.60 06:05 1.91 6.58 03:25 3.97 18:35 8.79 0.154 0.154 02:00 0.033 06:05 0.331 1.22 01:20 0.48 06:15 1.91 6.64 01:45 3.74 18:55 8.53 0.156 0.156 01:15 0.021 06:15 0.337 1.19 02:55 0.52 06:20 1.96 6.59 03:10 4.14 06:20 8.52 0.148 0.148 02:55 0.028 06:20 0.365 1.20 01:00 0.54 20:30 1.98 6.59 02:10 3.64 20:40 8.43 0.150 0.150 02:05 0.028 20:30 0.350 1.14 03:00 0.52 07:10 1.88 6.57 03:35 3.79 07:15 8.28 0.140 0.140 03:35 0.024 07:10 0.327 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.22 6.63 1.086 0.155 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 83 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.83 5.52 0.070 0.98 5.87 0.094 0.79 5.13 0.061 0.80 4.94 0.060 0.94 5.06 0.078 0.89 4.99 0.069 0.86 4.94 0.066 01:00 0.69 5.03 0.048 0.84 5.32 0.067 0.71 4.95 0.050 0.64 4.40 0.037 0.77 4.40 0.049 0.79 4.50 0.052 0.83 4.60 0.057 02:00 0.64 4.41 0.037 0.77 4.86 0.055 0.72 4.24 0.043 0.71 4.15 0.041 0.73 4.40 0.046 0.71 4.25 0.043 0.61 4.09 0.033 03:00 0.63 4.35 0.036 0.67 4.55 0.041 0.81 4.17 0.050 0.76 4.28 0.047 0.80 4.37 0.052 0.69 4.04 0.038 0.65 4.14 0.036 04:00 0.58 4.17 0.031 0.63 4.44 0.037 0.84 4.65 0.060 0.82 4.61 0.056 0.89 4.82 0.067 0.71 4.21 0.042 0.76 4.43 0.049 05:00 0.65 4.56 0.039 0.68 4.50 0.041 1.12 6.35 0.123 1.01 5.84 0.098 1.19 6.16 0.130 1.09 5.91 0.114 1.10 5.93 0.115 06:00 0.82 5.49 0.068 0.85 5.41 0.071 1.36 7.59 0.194 1.42 7.23 0.199 1.51 7.39 0.222 1.57 7.47 0.236 1.55 7.51 0.233 07:00 1.13 6.73 0.133 1.05 6.46 0.114 1.57 7.77 0.244 1.55 7.70 0.236 1.64 7.74 0.259 1.63 7.76 0.256 1.62 7.79 0.254 08:00 1.49 7.94 0.231 1.38 7.42 0.194 1.48 7.53 0.217 1.46 7.46 0.211 1.38 7.19 0.187 1.52 7.44 0.222 1.50 7.59 0.224 09:00 1.55 7.98 0.247 1.63 7.94 0.262 1.38 7.39 0.192 1.42 7.21 0.195 1.31 7.11 0.172 1.46 7.25 0.205 1.43 7.36 0.203 10:00 1.55 7.91 0.243 1.69 8.00 0.280 1.35 7.31 0.184 1.34 7.03 0.175 1.26 7.04 0.162 1.41 7.13 0.192 1.43 7.15 0.197 11:00 1.53 7.90 0.240 1.74 8.03 0.292 1.29 7.18 0.170 1.33 6.77 0.168 1.21 6.75 0.146 1.37 6.84 0.176 1.32 6.83 0.167 12:00 1.40 7.61 0.201 1.58 7.65 0.243 1.28 7.01 0.163 1.25 6.55 0.148 1.13 6.13 0.120 1.25 6.44 0.145 1.29 6.56 0.156 13:00 1.47 7.89 0.225 1.41 7.38 0.198 1.22 6.90 0.150 1.22 6.41 0.139 1.15 6.41 0.129 1.22 6.40 0.139 1.26 6.38 0.145 14:00 1.40 7.64 0.203 1.30 7.38 0.176 1.17 6.61 0.136 1.20 6.44 0.136 1.11 6.18 0.117 1.19 6.30 0.132 1.30 6.62 0.157 15:00 1.31 7.43 0.181 1.34 7.41 0.185 1.23 6.82 0.150 1.20 6.39 0.136 1.16 6.31 0.128 1.24 6.60 0.147 1.31 6.81 0.166 16:00 1.37 7.76 0.199 1.38 7.60 0.197 1.25 6.82 0.153 1.19 6.42 0.135 1.18 6.41 0.132 1.32 6.87 0.168 1.28 6.75 0.157 17:00 1.38 7.71 0.202 1.51 7.76 0.230 1.36 7.13 0.183 1.39 7.14 0.189 1.35 7.20 0.183 1.35 7.08 0.178 1.30 6.78 0.163 18:00 1.30 7.35 0.176 1.58 7.69 0.243 1.52 7.56 0.226 1.46 7.40 0.209 1.39 7.23 0.191 1.45 7.37 0.205 1.46 7.17 0.201 19:00 1.31 7.46 0.181 1.62 7.89 0.258 1.45 7.37 0.208 1.64 7.63 0.254 1.44 7.35 0.205 1.45 7.38 0.205 1.53 7.32 0.222 20:00 1.26 7.20 0.164 1.52 7.71 0.230 1.70 7.70 0.270 1.61 7.74 0.253 1.57 7.72 0.242 1.55 7.70 0.238 1.53 7.47 0.226 21:00 1.20 6.77 0.144 1.53 7.53 0.228 1.57 7.32 0.231 1.43 7.36 0.204 1.55 7.71 0.237 1.54 7.63 0.233 1.38 7.01 0.184 22:00 1.25 6.96 0.158 1.35 7.13 0.180 1.32 6.82 0.167 1.30 6.73 0.161 1.28 6.90 0.162 1.32 6.93 0.170 1.28 6.83 0.159 23:00 1.16 6.48 0.132 1.13 6.12 0.120 1.09 5.97 0.111 1.08 5.85 0.109 1.09 6.10 0.115 1.06 5.97 0.108 1.22 6.43 0.140 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.16 02:50 0.51 11:00 1.88 6.68 03:00 3.84 17:00 8.63 0.150 0.150 04:35 0.025 11:00 0.337 1.26 04:00 0.54 12:10 1.93 6.75 05:25 4.17 11:15 8.48 0.168 0.168 04:00 0.028 10:50 0.331 1.23 00:30 0.53 20:25 2.01 6.59 02:45 3.64 07:55 8.28 0.156 0.156 00:30 0.027 20:25 0.354 1.22 00:40 0.55 20:50 1.80 6.40 03:15 3.69 07:55 8.11 0.150 0.150 00:40 0.029 20:50 0.303 1.21 02:25 0.61 06:40 1.89 6.42 03:50 3.77 07:15 8.04 0.147 0.147 02:25 0.032 06:40 0.327 1.24 02:35 0.57 07:15 1.90 6.44 04:00 3.74 21:10 8.41 0.155 0.155 02:35 0.027 07:15 0.324 1.24 02:40 0.51 06:55 1.76 6.44 03:15 3.52 09:05 8.33 0.155 0.155 03:20 0.023 06:55 0.284 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.22 6.53 1.080 0.154 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 84 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.90 5.31 0.075 0.97 5.44 0.086 0.82 5.05 0.063 0.86 4.96 0.066 0.84 5.07 0.065 0.94 5.57 0.084 0.94 5.18 0.079 01:00 0.72 4.64 0.047 0.78 4.74 0.054 0.73 4.40 0.046 0.66 4.34 0.039 0.74 4.61 0.048 0.79 4.53 0.052 0.81 4.57 0.055 02:00 0.66 4.64 0.041 0.71 4.45 0.045 0.69 4.21 0.040 0.63 4.07 0.033 0.64 4.40 0.037 0.70 4.40 0.042 0.66 4.19 0.038 03:00 0.65 4.21 0.037 0.70 4.25 0.042 0.72 4.57 0.047 0.62 4.13 0.034 0.62 4.36 0.036 0.64 4.48 0.039 0.61 4.21 0.034 04:00 0.63 3.96 0.033 0.66 4.02 0.035 0.75 4.82 0.054 0.63 4.45 0.037 0.65 4.36 0.038 0.01 0.74 4.56 0.048 0.74 4.51 0.048 05:00 0.68 4.49 0.041 0.74 4.45 0.047 1.05 6.20 0.111 0.98 5.78 0.094 1.02 6.08 0.105 1.05 5.98 0.107 0.98 5.90 0.096 06:00 0.94 5.78 0.089 0.82 5.24 0.064 1.51 7.50 0.223 1.43 7.25 0.201 1.36 7.38 0.190 1.47 7.54 0.216 1.41 7.46 0.202 07:00 1.26 6.95 0.159 1.07 6.08 0.111 1.56 7.65 0.238 1.68 7.70 0.265 1.66 7.91 0.268 1.56 7.77 0.243 1.61 7.99 0.259 08:00 1.54 7.55 0.231 1.45 7.51 0.211 1.50 7.53 0.220 1.49 7.59 0.222 1.48 7.70 0.222 1.57 7.72 0.241 1.49 7.62 0.222 09:00 1.68 7.87 0.271 1.64 7.86 0.262 1.31 6.85 0.165 1.45 7.33 0.207 1.46 7.69 0.217 1.48 7.66 0.220 1.32 7.17 0.175 10:00 1.71 7.75 0.275 1.76 7.75 0.285 1.39 7.17 0.188 1.36 7.18 0.183 1.44 7.57 0.211 1.49 7.53 0.219 1.38 7.41 0.193 11:00 1.65 7.74 0.260 1.73 7.89 0.283 1.27 6.71 0.155 1.17 6.79 0.140 1.43 7.45 0.204 1.43 7.57 0.208 1.31 7.24 0.175 12:00 1.55 7.40 0.227 1.73 7.72 0.279 1.25 6.99 0.158 1.29 7.19 0.169 1.33 7.13 0.176 1.41 7.43 0.200 1.25 6.98 0.158 13:00 1.54 7.34 0.226 1.64 7.68 0.257 1.19 6.42 0.136 1.29 7.25 0.172 1.30 7.16 0.170 1.21 6.41 0.143 1.18 6.77 0.141 14:00 1.46 7.28 0.206 1.57 7.58 0.237 1.24 6.70 0.149 1.28 7.17 0.167 1.29 7.16 0.169 1.22 6.57 0.143 1.11 6.58 0.126 15:00 1.48 7.33 0.211 1.47 7.43 0.211 1.11 6.24 0.121 1.34 7.29 0.181 1.33 7.31 0.180 1.33 7.34 0.181 1.23 7.00 0.154 16:00 1.46 7.44 0.210 1.45 7.40 0.208 1.36 7.25 0.185 1.40 7.58 0.202 1.29 7.09 0.168 1.38 7.34 0.190 1.25 7.00 0.159 17:00 1.48 7.38 0.212 1.44 7.38 0.203 1.37 7.05 0.182 1.37 7.34 0.189 1.23 6.77 0.150 1.27 7.13 0.164 1.28 7.19 0.168 18:00 1.39 7.04 0.184 1.47 7.62 0.217 1.52 7.47 0.226 1.39 7.50 0.197 1.36 7.44 0.190 1.35 7.52 0.189 1.27 7.25 0.168 19:00 1.45 7.21 0.201 1.65 7.82 0.262 1.58 7.69 0.242 1.51 7.64 0.225 1.40 7.52 0.200 1.39 7.46 0.196 1.29 7.35 0.174 20:00 1.39 7.01 0.186 1.66 7.85 0.265 1.61 7.72 0.250 1.55 7.62 0.236 1.48 7.79 0.225 1.50 7.61 0.223 1.34 7.22 0.180 21:00 1.28 6.74 0.157 1.49 7.54 0.219 1.52 7.62 0.228 1.43 7.58 0.209 1.45 7.50 0.211 1.43 7.58 0.207 1.26 7.03 0.160 22:00 1.22 6.49 0.144 1.30 6.82 0.164 1.22 6.72 0.147 1.31 7.16 0.174 1.27 7.07 0.165 1.29 7.17 0.170 1.18 6.86 0.142 23:00 1.21 6.33 0.136 1.03 5.77 0.099 1.05 6.08 0.107 1.10 6.35 0.119 1.06 6.06 0.108 1.05 6.00 0.106 1.13 6.22 0.122 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.25 03:50 0.55 10:30 1.97 6.50 04:55 3.77 09:20 8.21 0.161 0.161 03:50 0.027 10:30 0.337 1.29 02:30 0.55 12:25 1.94 6.60 05:05 3.67 09:50 8.40 0.173 0.173 04:10 0.027 11:05 0.329 1.22 03:10 0.56 18:35 1.83 6.52 02:45 3.69 19:55 8.18 0.153 0.153 03:05 0.029 18:35 0.312 1.22 03:30 0.52 07:30 1.85 6.63 02:40 3.74 06:50 8.25 0.157 0.157 03:30 0.025 07:30 0.311 1.21 03:10 0.52 07:10 1.91 6.69 04:05 3.74 07:40 8.21 0.156 0.156 04:05 0.025 07:10 0.329 0.01 1.24 03:40 0.46 07:15 1.84 6.70 02:20 4.01 07:30 8.25 0.160 0.160 03:40 0.024 07:15 0.322 1.17 03:15 0.51 07:10 1.90 6.54 02:20 3.80 07:10 8.58 0.143 0.143 03:15 0.024 07:10 0.352 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.23 6.60 1.102 0.157 0.01 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 85 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.91 5.58 0.080 0.99 5.90 0.095 0.77 4.89 0.054 0.78 4.83 0.054 0.87 5.24 0.071 0.13 0.79 5.03 0.059 0.80 4.99 0.059 01:00 0.82 4.55 0.055 0.89 5.25 0.072 0.72 4.33 0.044 0.70 4.42 0.043 0.75 4.56 0.049 0.03 0.73 4.57 0.047 0.71 4.42 0.044 02:00 0.73 4.29 0.045 0.82 4.87 0.060 0.71 4.44 0.044 0.66 4.00 0.035 0.66 4.20 0.037 0.71 4.42 0.044 0.69 4.24 0.041 03:00 0.66 3.99 0.035 0.81 4.73 0.056 0.67 4.26 0.038 0.70 4.34 0.042 0.65 4.11 0.036 0.01 0.70 4.54 0.044 0.65 4.32 0.037 04:00 0.61 4.17 0.034 0.79 4.55 0.052 0.74 4.48 0.047 0.66 4.30 0.039 0.71 4.48 0.045 0.01 0.74 4.62 0.049 0.70 4.37 0.042 05:00 0.73 4.66 0.048 0.76 4.54 0.050 0.96 5.88 0.092 0.95 5.70 0.089 0.04 0.93 5.88 0.089 1.02 5.83 0.099 0.91 5.69 0.083 06:00 0.87 5.39 0.075 0.90 5.27 0.074 1.35 7.44 0.189 1.44 7.65 0.214 0.14 1.32 7.41 0.182 0.03 1.47 7.67 0.219 1.33 7.51 0.187 07:00 1.28 7.01 0.165 1.15 6.68 0.133 1.51 7.77 0.230 1.49 7.62 0.222 0.01 1.53 7.82 0.236 1.58 7.94 0.251 1.45 7.82 0.219 08:00 1.43 7.49 0.205 1.39 7.52 0.198 1.34 7.51 0.187 1.29 7.19 0.170 1.36 7.47 0.191 1.35 7.39 0.187 1.36 7.59 0.193 09:00 1.70 7.97 0.281 1.55 7.93 0.245 1.36 7.42 0.189 1.21 6.92 0.150 1.26 7.16 0.164 1.30 7.27 0.174 1.29 7.45 0.177 10:00 1.65 7.94 0.266 1.65 7.93 0.267 1.22 7.04 0.153 1.16 6.91 0.141 1.18 6.93 0.145 1.28 7.39 0.174 1.15 7.02 0.142 11:00 1.55 7.73 0.239 1.68 7.89 0.272 1.13 6.73 0.131 1.13 6.59 0.128 1.10 6.46 0.122 1.18 6.97 0.144 1.14 6.96 0.138 12:00 1.46 7.75 0.219 1.53 7.63 0.230 1.19 6.90 0.146 1.14 6.65 0.131 1.14 6.71 0.131 1.18 7.09 0.148 1.13 6.88 0.134 13:00 1.42 7.66 0.209 1.41 7.58 0.203 1.13 6.64 0.129 1.11 6.42 0.122 1.15 6.56 0.132 1.12 6.52 0.125 1.13 6.68 0.131 14:00 1.37 7.30 0.188 1.46 7.46 0.212 1.14 6.50 0.128 1.08 6.43 0.118 1.03 5.94 0.101 1.17 6.89 0.142 1.12 6.50 0.125 15:00 1.32 7.24 0.178 1.31 7.29 0.177 1.14 6.56 0.131 1.09 6.23 0.116 1.19 6.79 0.144 1.13 6.44 0.126 1.16 6.93 0.140 16:00 1.33 7.23 0.179 1.34 7.31 0.183 1.17 6.76 0.139 1.13 6.60 0.129 1.22 6.94 0.151 1.17 6.77 0.138 1.21 7.02 0.151 17:00 1.38 7.55 0.196 1.41 7.29 0.196 1.20 7.01 0.150 1.14 6.58 0.131 1.25 7.20 0.163 1.24 6.98 0.156 1.24 7.21 0.162 18:00 1.31 7.38 0.179 1.40 7.48 0.199 1.26 7.17 0.166 1.39 7.53 0.197 1.40 7.55 0.200 1.27 7.14 0.166 1.22 7.16 0.157 19:00 1.41 7.55 0.203 1.52 7.68 0.230 1.45 7.74 0.217 1.48 7.76 0.224 1.37 7.64 0.197 1.43 7.52 0.207 1.31 7.38 0.178 20:00 1.31 7.12 0.173 1.56 7.83 0.245 1.52 7.83 0.234 1.47 7.64 0.220 1.56 7.76 0.242 1.47 7.67 0.219 1.25 7.16 0.162 21:00 1.30 7.21 0.172 1.40 7.37 0.195 1.33 7.28 0.179 1.38 7.43 0.194 1.39 7.56 0.200 1.36 7.36 0.189 1.18 6.98 0.145 22:00 1.17 6.75 0.139 1.21 6.97 0.150 1.20 6.99 0.149 1.18 6.91 0.143 1.19 6.91 0.145 1.19 6.69 0.142 1.15 6.74 0.135 23:00 1.16 6.33 0.128 1.03 5.88 0.101 0.98 5.72 0.091 1.03 6.08 0.104 0.03 1.05 6.21 0.109 0.99 5.89 0.095 0.99 5.87 0.095 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.20 04:25 0.44 09:35 1.89 6.58 03:45 3.65 09:25 8.45 0.154 0.154 04:25 0.020 09:20 0.331 1.25 05:00 0.63 11:10 1.98 6.70 05:40 4.11 09:20 8.43 0.162 0.162 02:55 0.038 11:00 0.348 1.13 04:20 0.58 07:15 1.70 6.47 03:35 3.65 07:10 8.16 0.136 0.136 03:35 0.028 07:15 0.281 1.12 03:10 0.53 20:20 1.74 6.36 04:25 3.53 06:55 8.18 0.131 0.131 02:40 0.026 20:20 0.295 0.22 1.14 03:25 0.55 20:20 1.74 6.48 03:15 3.62 07:55 8.21 0.137 0.137 03:25 0.025 20:20 0.292 0.21 1.15 04:30 0.59 07:15 1.84 6.53 04:20 3.99 07:35 8.38 0.139 0.139 04:30 0.034 07:15 0.315 1.09 03:25 0.53 07:20 1.58 6.45 02:15 3.69 09:05 8.36 0.128 0.128 02:20 0.027 06:50 0.249 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.15 6.51 0.987 0.141 0.43 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 86 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.82 5.20 0.065 0.82 5.17 0.064 0.80 4.80 0.057 0.78 4.79 0.055 0.97 5.67 0.089 0.90 5.29 0.075 0.85 5.05 0.067 01:00 0.74 4.52 0.047 0.71 4.57 0.045 0.73 4.58 0.047 0.70 4.31 0.042 0.81 4.75 0.057 0.80 4.61 0.054 0.79 4.58 0.053 02:00 0.63 4.06 0.034 0.68 4.38 0.041 0.66 4.21 0.038 0.65 4.03 0.035 0.77 4.57 0.051 0.79 4.36 0.050 0.67 3.95 0.036 03:00 0.67 4.17 0.038 0.66 4.33 0.039 0.64 3.95 0.034 0.68 4.17 0.039 0.79 4.50 0.052 0.84 4.50 0.057 0.70 4.32 0.042 04:00 0.64 4.06 0.034 0.69 4.00 0.038 0.75 4.70 0.050 0.67 4.20 0.038 0.76 4.61 0.051 0.89 4.55 0.062 0.79 5.09 0.060 05:00 0.73 4.65 0.048 0.73 4.17 0.043 1.02 5.90 0.102 0.95 5.62 0.087 0.99 5.97 0.098 1.09 5.97 0.111 0.93 5.27 0.078 06:00 0.93 5.58 0.085 0.84 5.18 0.066 1.26 7.03 0.162 1.33 7.26 0.180 1.29 7.09 0.169 1.34 7.25 0.181 1.25 6.79 0.157 07:00 1.16 6.86 0.140 1.11 6.44 0.124 1.39 7.66 0.202 1.47 7.78 0.221 1.48 7.91 0.229 1.50 7.80 0.228 1.44 7.60 0.211 08:00 1.35 7.34 0.188 1.35 7.37 0.188 1.49 8.00 0.231 1.43 7.56 0.207 1.39 7.44 0.197 1.46 7.64 0.216 1.46 7.56 0.214 09:00 1.55 7.86 0.241 1.54 7.82 0.238 1.32 7.33 0.178 1.35 7.36 0.187 1.39 7.35 0.192 1.41 7.67 0.206 1.41 7.60 0.204 10:00 1.53 7.87 0.237 1.60 7.88 0.255 1.29 7.37 0.175 1.38 7.41 0.192 1.34 7.34 0.183 1.39 7.76 0.206 1.42 7.53 0.205 11:00 1.55 7.91 0.243 1.49 7.82 0.228 1.26 7.27 0.167 1.24 7.05 0.157 1.35 7.25 0.184 1.30 7.31 0.175 1.25 7.02 0.158 12:00 1.50 7.57 0.222 1.51 7.71 0.229 1.22 6.87 0.150 1.21 6.85 0.149 1.28 7.22 0.168 1.18 6.86 0.142 1.25 7.06 0.159 13:00 1.43 7.45 0.205 1.44 7.61 0.210 1.16 6.55 0.132 1.20 6.59 0.141 1.22 7.22 0.157 1.17 6.58 0.135 1.23 7.00 0.155 14:00 1.26 6.99 0.160 1.39 7.50 0.198 1.14 6.58 0.130 1.17 6.83 0.139 1.16 6.64 0.135 1.19 6.80 0.142 1.18 6.70 0.139 15:00 1.36 7.39 0.188 1.39 7.31 0.192 1.16 6.64 0.135 1.27 7.10 0.163 1.18 6.94 0.145 1.17 6.66 0.136 1.22 6.79 0.148 16:00 1.38 7.32 0.191 1.38 7.30 0.190 1.17 6.70 0.137 1.29 7.39 0.175 1.17 6.70 0.137 1.14 6.51 0.129 1.24 6.80 0.153 17:00 1.31 7.20 0.174 1.41 7.55 0.203 1.24 7.24 0.163 1.24 7.22 0.162 1.29 7.18 0.169 1.28 7.30 0.170 1.33 7.52 0.187 18:00 1.32 7.31 0.181 1.40 7.45 0.197 1.33 7.55 0.187 1.32 7.30 0.179 1.35 7.37 0.186 1.29 7.31 0.174 1.44 7.71 0.213 19:00 1.28 7.25 0.171 1.37 7.34 0.189 1.33 7.38 0.183 1.39 7.67 0.202 1.37 7.47 0.194 1.39 7.55 0.198 1.46 7.80 0.219 20:00 1.24 7.07 0.157 1.38 7.47 0.196 1.43 7.59 0.208 1.46 8.03 0.225 1.43 7.71 0.213 1.41 7.62 0.204 1.46 7.87 0.222 21:00 1.20 6.91 0.148 1.39 7.31 0.193 1.37 7.65 0.197 1.44 7.76 0.214 1.43 7.58 0.206 1.34 7.41 0.185 1.35 7.51 0.189 22:00 1.11 6.48 0.124 1.24 6.88 0.155 1.23 6.99 0.155 1.28 7.11 0.166 1.22 6.86 0.150 1.29 7.10 0.168 1.37 7.55 0.194 23:00 1.02 6.07 0.102 0.96 5.71 0.089 0.93 5.52 0.082 1.18 6.52 0.136 1.10 6.18 0.117 1.11 6.28 0.120 1.15 6.68 0.135 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.16 04:40 0.52 11:05 1.75 6.46 02:35 3.53 09:45 8.67 0.143 0.143 04:40 0.023 11:05 0.309 1.19 02:50 0.54 10:05 1.89 6.51 03:30 3.37 10:05 8.45 0.150 0.150 03:30 0.024 10:05 0.345 1.14 04:00 0.53 08:10 1.57 6.50 03:05 3.43 07:45 8.48 0.138 0.138 04:00 0.026 08:10 0.248 1.17 03:45 0.55 07:25 1.56 6.58 02:55 3.53 20:40 8.48 0.146 0.146 03:45 0.028 09:20 0.255 1.19 02:25 0.62 07:20 1.65 6.65 02:20 4.04 07:15 8.53 0.147 0.147 02:25 0.034 07:20 0.280 1.19 01:50 0.61 07:20 1.63 6.61 02:15 3.99 21:10 8.43 0.147 0.147 01:50 0.034 07:20 0.262 1.19 02:55 0.53 20:20 1.60 6.64 03:55 3.75 20:40 8.47 0.150 0.150 02:55 0.025 20:20 0.258 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.18 6.56 1.020 0.146 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 87 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.02 5.96 0.102 1.09 6.18 0.115 1.00 5.72 0.094 0.89 5.19 0.073 1.00 5.58 0.092 0.95 5.48 0.084 0.96 5.57 0.086 01:00 0.84 5.26 0.067 0.90 5.12 0.072 0.81 4.84 0.058 0.77 4.65 0.052 0.88 5.21 0.071 0.78 4.75 0.054 0.83 4.84 0.061 02:00 0.81 4.81 0.057 0.75 4.68 0.051 0.78 4.67 0.053 0.71 4.14 0.041 0.81 4.51 0.054 0.72 4.54 0.046 0.76 4.49 0.049 03:00 0.80 4.68 0.055 0.73 4.75 0.049 0.74 4.79 0.051 0.69 4.30 0.041 0.80 4.73 0.056 0.68 4.06 0.038 0.70 4.55 0.045 04:00 0.80 4.64 0.055 0.74 4.33 0.045 0.84 5.08 0.064 0.75 4.68 0.050 0.81 4.66 0.056 0.78 4.79 0.054 0.79 4.73 0.054 05:00 0.86 5.10 0.069 0.76 4.73 0.052 1.03 6.07 0.105 1.05 6.22 0.111 1.14 6.70 0.135 1.06 6.21 0.112 1.00 5.98 0.100 06:00 1.07 6.18 0.111 1.00 5.67 0.094 1.58 8.08 0.259 1.58 8.04 0.255 1.59 8.16 0.261 1.53 7.96 0.243 1.47 7.94 0.229 07:00 1.33 7.41 0.185 1.23 6.91 0.155 1.82 8.41 0.325 1.76 8.29 0.306 1.75 8.28 0.303 1.74 8.23 0.298 1.67 8.21 0.280 08:00 1.65 8.09 0.273 1.64 8.14 0.272 1.60 8.22 0.264 1.48 8.04 0.232 1.59 8.16 0.261 1.45 8.14 0.228 1.63 8.20 0.271 09:00 1.74 8.09 0.294 1.90 8.39 0.345 1.48 8.04 0.231 1.42 8.06 0.218 1.44 7.93 0.219 1.57 8.36 0.263 1.55 8.22 0.251 10:00 1.82 8.14 0.315 1.92 8.30 0.345 1.48 8.09 0.232 1.39 7.90 0.208 1.43 8.15 0.224 1.51 8.07 0.240 1.44 7.91 0.219 11:00 1.82 8.17 0.315 1.85 8.48 0.335 1.37 7.84 0.201 1.43 8.06 0.221 1.36 7.70 0.195 1.34 7.48 0.187 1.41 7.83 0.211 12:00 1.61 7.92 0.258 1.69 8.20 0.285 1.27 7.41 0.172 1.35 7.43 0.188 1.29 7.30 0.172 1.27 7.18 0.165 1.37 7.79 0.201 13:00 1.47 8.05 0.230 1.67 8.31 0.283 1.33 7.58 0.187 1.24 7.14 0.160 1.25 7.27 0.165 1.30 7.39 0.178 1.35 7.53 0.191 14:00 1.45 7.79 0.218 1.52 8.23 0.245 1.25 7.23 0.164 1.23 7.08 0.156 1.23 6.90 0.153 1.29 7.41 0.176 1.44 7.85 0.218 15:00 1.48 7.88 0.226 1.47 8.08 0.231 1.28 7.18 0.168 1.29 7.34 0.175 1.20 7.00 0.148 1.22 7.14 0.155 1.37 7.65 0.198 16:00 1.52 8.12 0.243 1.55 8.15 0.252 1.30 7.30 0.175 1.27 7.14 0.166 1.29 7.36 0.174 1.29 7.31 0.173 1.32 7.62 0.186 17:00 1.51 8.27 0.245 1.57 8.22 0.258 1.44 7.76 0.214 1.35 7.55 0.191 1.36 7.60 0.194 1.39 7.56 0.198 1.33 7.53 0.187 18:00 1.46 7.97 0.224 1.61 8.24 0.268 1.47 7.97 0.228 1.46 8.09 0.229 1.47 8.33 0.238 1.43 7.79 0.214 1.42 7.94 0.216 19:00 1.47 8.05 0.229 1.71 8.30 0.294 1.68 8.25 0.286 1.53 8.27 0.251 1.53 8.18 0.248 1.49 8.13 0.237 1.45 8.00 0.224 20:00 1.43 7.96 0.220 1.77 8.47 0.316 1.79 8.37 0.315 1.75 8.31 0.305 1.79 8.53 0.321 1.61 8.16 0.265 1.48 7.94 0.228 21:00 1.42 7.89 0.214 1.61 8.35 0.272 1.56 8.14 0.254 1.62 8.34 0.273 1.69 8.42 0.292 1.63 8.22 0.272 1.45 7.82 0.218 22:00 1.31 7.39 0.179 1.45 7.97 0.223 1.37 7.55 0.196 1.38 7.63 0.200 1.38 7.80 0.205 1.34 7.53 0.188 1.35 7.45 0.187 23:00 1.22 6.79 0.149 1.21 6.80 0.146 1.18 6.64 0.138 1.20 6.74 0.144 1.12 6.60 0.127 1.18 6.73 0.139 1.23 6.94 0.153 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.33 03:00 0.62 09:25 1.94 7.11 02:30 4.27 09:00 8.58 0.189 0.189 04:00 0.037 09:25 0.362 1.39 04:20 0.61 10:35 2.09 7.21 04:40 3.65 14:05 9.05 0.208 0.208 04:20 0.035 10:35 0.397 1.31 03:20 0.62 07:05 1.92 7.13 01:45 4.21 06:55 8.58 0.185 0.185 03:20 0.037 07:05 0.358 1.28 02:40 0.57 07:00 2.00 7.03 02:55 3.67 06:30 8.58 0.177 0.177 02:40 0.027 07:00 0.371 1.30 04:45 0.71 20:15 1.95 7.13 02:50 4.02 20:20 8.85 0.182 0.182 04:45 0.042 20:15 0.360 1.27 03:00 0.57 06:55 1.89 7.02 03:05 3.35 06:50 8.58 0.175 0.175 03:15 0.029 06:55 0.337 1.28 02:50 0.60 07:15 1.83 7.11 03:25 3.69 08:45 8.58 0.178 0.178 02:50 0.035 07:15 0.331 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.31 7.11 1.294 0.185 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 88 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.03 6.03 0.103 1.10 6.36 0.120 1.00 5.60 0.092 0.96 5.63 0.087 0.95 5.28 0.081 0.97 5.46 0.085 0.91 5.28 0.075 01:00 0.91 5.52 0.079 0.96 5.45 0.084 0.87 5.12 0.069 0.84 4.80 0.061 0.78 4.67 0.053 0.82 4.75 0.058 0.81 4.68 0.056 02:00 0.82 4.98 0.061 0.88 5.30 0.071 0.79 4.80 0.055 0.78 4.50 0.051 0.74 4.77 0.050 0.70 4.29 0.042 0.66 4.28 0.038 03:00 0.77 4.66 0.052 0.81 4.92 0.059 0.75 4.56 0.049 0.74 4.47 0.047 0.66 4.20 0.037 0.71 4.43 0.044 0.68 4.33 0.040 04:00 0.83 4.93 0.062 0.80 4.64 0.054 0.79 4.99 0.059 0.83 4.73 0.059 0.71 4.33 0.044 0.74 4.65 0.049 0.70 4.48 0.044 05:00 0.88 5.19 0.071 0.91 5.35 0.077 1.04 6.08 0.105 1.10 6.35 0.121 1.03 6.07 0.106 1.04 6.12 0.108 1.02 5.93 0.101 06:00 1.15 6.72 0.134 1.12 6.56 0.127 1.56 7.96 0.249 1.60 7.99 0.259 1.61 7.91 0.259 1.60 8.06 0.261 1.53 8.00 0.244 07:00 1.46 7.80 0.221 1.41 7.77 0.211 1.79 8.14 0.306 1.77 8.24 0.305 1.78 8.15 0.304 1.79 8.28 0.313 1.77 8.31 0.308 08:00 1.77 8.20 0.304 1.74 8.26 0.301 1.63 8.10 0.268 1.58 8.02 0.254 1.58 7.99 0.252 1.57 8.15 0.254 1.58 8.12 0.256 09:00 1.92 8.39 0.350 1.87 8.42 0.338 1.61 8.08 0.262 1.48 7.88 0.227 1.44 7.72 0.214 1.56 8.24 0.257 1.50 7.96 0.233 10:00 1.82 8.22 0.318 1.93 8.41 0.353 1.51 8.00 0.238 1.37 7.62 0.197 1.38 7.53 0.195 1.45 8.04 0.224 1.40 7.93 0.211 11:00 1.75 8.17 0.299 1.82 8.27 0.318 1.47 7.80 0.222 1.31 7.43 0.179 1.24 6.88 0.155 1.44 7.90 0.220 1.33 7.53 0.184 12:00 1.61 8.23 0.267 1.71 8.16 0.290 1.36 7.61 0.193 1.35 7.40 0.187 1.24 7.00 0.156 1.35 7.36 0.185 1.34 7.72 0.192 13:00 1.58 8.17 0.259 1.70 8.07 0.284 1.36 7.68 0.197 1.25 7.01 0.158 1.21 7.20 0.155 1.27 7.12 0.165 1.27 7.17 0.166 14:00 1.50 7.93 0.234 1.51 7.95 0.235 1.35 7.57 0.191 1.27 7.10 0.163 1.19 6.96 0.145 1.28 7.19 0.168 1.27 7.30 0.169 15:00 1.50 7.93 0.233 1.42 8.18 0.222 1.32 7.49 0.183 1.25 7.00 0.159 1.25 7.07 0.160 1.32 7.70 0.189 1.23 7.12 0.157 16:00 1.45 7.95 0.222 1.49 8.21 0.239 1.34 7.52 0.189 1.31 7.48 0.180 1.36 7.70 0.197 1.29 7.48 0.177 1.32 7.46 0.183 17:00 1.49 7.88 0.228 1.49 8.08 0.236 1.39 7.85 0.206 1.34 7.71 0.191 1.38 7.77 0.202 1.33 7.62 0.189 1.38 7.81 0.202 18:00 1.47 7.98 0.228 1.44 8.06 0.224 1.56 8.10 0.253 1.45 8.11 0.227 1.44 8.14 0.226 1.47 8.05 0.230 1.40 7.84 0.208 19:00 1.52 7.99 0.239 1.51 8.21 0.244 1.69 8.24 0.286 1.71 8.27 0.294 1.50 8.22 0.241 1.63 8.50 0.281 1.41 8.00 0.215 20:00 1.51 7.90 0.234 1.74 8.36 0.303 1.69 8.28 0.289 1.74 8.30 0.300 1.67 8.33 0.285 1.69 8.56 0.298 1.40 8.13 0.216 21:00 1.55 7.89 0.243 1.61 8.22 0.268 1.54 7.97 0.245 1.57 7.98 0.251 1.59 8.19 0.261 1.56 8.33 0.260 1.37 7.82 0.202 22:00 1.40 7.72 0.205 1.41 7.79 0.210 1.40 7.69 0.204 1.34 7.49 0.187 1.32 7.49 0.184 1.33 7.53 0.188 1.34 7.47 0.187 23:00 1.26 7.19 0.164 1.20 6.78 0.144 1.18 6.74 0.141 1.15 6.77 0.136 1.15 6.60 0.133 1.15 6.56 0.132 1.23 6.85 0.154 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.37 03:15 0.64 09:45 2.08 7.23 01:55 4.33 09:45 8.58 0.200 0.200 03:15 0.037 09:45 0.401 1.40 03:35 0.71 10:15 2.09 7.32 04:45 4.33 09:55 8.72 0.209 0.209 03:35 0.044 10:15 0.408 1.33 03:15 0.70 19:55 1.86 7.17 02:25 4.29 19:15 8.75 0.190 0.190 03:15 0.043 07:20 0.329 1.30 02:15 0.59 19:45 1.94 7.01 04:50 4.02 18:55 8.58 0.178 0.178 03:55 0.032 19:55 0.353 1.26 03:50 0.54 06:40 1.93 6.92 03:55 3.77 20:10 8.58 0.171 0.171 03:50 0.025 06:40 0.353 1.29 03:55 0.58 06:45 2.00 7.10 02:45 3.77 20:35 8.89 0.182 0.182 03:55 0.031 06:45 0.377 1.24 04:00 0.53 07:05 1.88 6.98 02:35 3.69 06:30 8.75 0.168 0.168 02:10 0.028 07:05 0.339 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.31 7.11 1.298 0.185 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 89 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.02 5.88 0.100 0.02 0.98 5.61 0.089 0.90 5.25 0.074 1.15 6.45 0.129 0.93 5.43 0.081 0.90 5.25 0.075 0.96 5.60 0.087 01:00 0.80 4.85 0.057 0.11 0.86 5.03 0.066 0.70 4.56 0.044 0.88 5.18 0.072 0.76 4.54 0.049 0.73 4.57 0.047 0.80 4.80 0.057 02:00 0.77 4.68 0.053 0.02 0.76 4.62 0.050 0.70 4.64 0.045 0.65 4.01 0.035 0.64 4.52 0.039 0.67 4.55 0.041 0.67 4.07 0.037 03:00 0.66 4.53 0.040 0.62 4.50 0.037 0.66 4.54 0.041 0.63 4.32 0.036 0.69 4.60 0.043 0.70 4.36 0.042 0.62 4.21 0.034 04:00 0.67 4.60 0.041 0.61 4.34 0.035 0.78 5.13 0.060 0.65 4.37 0.038 0.70 4.47 0.044 0.72 4.51 0.046 0.80 4.61 0.054 05:00 0.79 4.89 0.057 0.68 4.48 0.042 1.03 6.06 0.105 1.06 6.23 0.113 1.01 5.89 0.102 1.09 6.30 0.118 1.01 6.02 0.101 06:00 1.10 6.45 0.121 1.01 5.96 0.102 1.59 8.34 0.268 1.64 8.47 0.285 1.67 7.99 0.275 1.67 8.11 0.280 1.69 8.00 0.281 07:00 1.28 7.57 0.180 1.28 7.54 0.179 1.77 8.54 0.317 1.78 8.59 0.321 1.75 8.30 0.303 1.73 8.20 0.295 1.80 8.24 0.313 08:00 1.66 8.57 0.291 1.68 8.65 0.299 1.60 8.51 0.274 1.43 8.15 0.223 1.60 8.15 0.262 1.55 8.10 0.249 1.55 7.94 0.244 09:00 1.80 8.56 0.326 1.78 8.79 0.331 1.55 8.44 0.259 1.37 7.94 0.204 1.43 7.84 0.214 1.47 7.99 0.227 1.53 7.88 0.237 10:00 1.78 8.66 0.325 1.79 9.16 0.346 1.40 8.11 0.216 1.30 7.60 0.181 1.36 7.56 0.192 1.37 7.59 0.195 1.39 7.68 0.202 11:00 1.67 8.63 0.296 1.69 8.79 0.307 1.35 7.89 0.200 1.24 7.24 0.163 1.28 7.14 0.167 1.27 7.23 0.168 1.37 7.45 0.192 12:00 1.51 8.39 0.249 1.59 8.68 0.276 1.30 7.64 0.183 1.21 6.98 0.151 1.28 7.09 0.166 1.21 6.96 0.151 1.32 7.60 0.186 13:00 1.48 8.43 0.243 1.54 8.59 0.263 1.30 7.67 0.184 1.19 6.75 0.142 1.22 6.82 0.148 1.26 7.23 0.165 1.23 7.00 0.155 14:00 1.37 8.19 0.210 1.44 8.73 0.241 1.28 7.86 0.184 1.23 6.95 0.154 1.18 6.89 0.143 1.21 6.99 0.150 1.21 6.85 0.148 15:00 1.41 8.34 0.223 1.43 8.59 0.234 1.41 8.10 0.218 1.21 6.91 0.148 1.19 6.86 0.145 1.17 6.74 0.138 1.24 7.11 0.159 16:00 1.44 8.43 0.234 1.41 8.38 0.226 1.46 8.23 0.232 1.21 6.93 0.150 1.29 7.35 0.174 1.22 6.86 0.149 1.33 7.43 0.184 17:00 1.42 8.42 0.228 1.46 8.61 0.242 1.58 8.49 0.268 1.38 7.48 0.194 1.39 7.87 0.206 1.36 7.49 0.191 1.33 7.31 0.179 18:00 1.41 8.37 0.224 1.51 8.49 0.252 1.68 8.50 0.293 1.47 7.83 0.224 1.38 7.81 0.204 1.43 7.90 0.217 1.37 7.66 0.197 19:00 1.39 8.20 0.215 1.65 8.62 0.290 1.79 8.56 0.323 1.54 7.90 0.241 1.51 8.11 0.241 1.42 7.89 0.215 1.42 7.85 0.213 20:00 1.38 8.08 0.209 1.69 8.54 0.297 1.82 8.62 0.333 1.62 7.90 0.261 1.62 8.26 0.271 1.68 8.35 0.288 1.42 7.95 0.217 21:00 1.37 8.04 0.206 1.53 8.46 0.255 1.71 8.50 0.299 1.48 7.84 0.226 1.48 8.06 0.231 1.50 8.16 0.241 1.37 7.53 0.193 22:00 1.34 7.83 0.195 1.29 7.49 0.178 1.44 8.33 0.231 1.43 7.74 0.211 1.37 7.64 0.198 1.35 7.48 0.190 1.28 7.14 0.168 23:00 1.18 6.65 0.139 1.10 6.27 0.118 1.32 7.61 0.186 1.18 6.60 0.138 1.10 6.32 0.119 1.16 6.56 0.134 1.16 6.47 0.131 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.28 02:50 0.53 10:15 2.02 7.30 03:20 3.90 16:45 9.74 0.186 0.186 03:30 0.027 10:15 0.395 0.15 1.31 04:40 0.46 09:50 1.94 7.37 04:35 3.80 10:25 9.95 0.198 0.198 05:20 0.020 10:40 0.408 1.34 03:40 0.56 20:40 1.90 7.42 03:45 3.64 16:45 9.46 0.202 0.202 03:40 0.028 20:20 0.359 1.25 03:10 0.55 07:15 1.92 6.93 02:45 3.30 06:30 8.79 0.168 0.168 02:40 0.025 07:15 0.367 1.24 02:50 0.54 07:20 1.93 6.90 01:40 4.04 06:50 8.58 0.167 0.167 02:50 0.027 07:20 0.359 1.24 03:45 0.55 06:40 1.91 6.89 03:30 3.92 06:40 8.58 0.167 0.167 04:15 0.030 06:40 0.355 1.24 03:00 0.55 07:15 1.99 6.85 02:20 3.48 15:55 8.58 0.165 0.165 02:05 0.027 07:15 0.372 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.27 7.09 1.254 0.179 0.15 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 90 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.09 6.13 0.113 1.07 5.88 0.106 0.94 5.14 0.077 0.98 5.30 0.085 0.99 5.44 0.087 0.98 5.42 0.086 0.98 5.54 0.088 01:00 0.85 5.05 0.065 0.96 5.24 0.081 0.79 4.32 0.050 0.84 4.53 0.058 0.83 4.29 0.054 0.85 4.32 0.055 0.86 4.67 0.062 02:00 0.81 4.93 0.059 0.83 4.34 0.054 0.71 4.11 0.040 0.73 4.21 0.044 0.76 4.16 0.046 0.73 4.24 0.043 0.79 4.20 0.049 03:00 0.78 4.98 0.056 0.79 4.32 0.050 0.78 4.45 0.051 0.61 4.20 0.033 0.88 4.53 0.061 0.72 4.24 0.043 0.76 4.18 0.046 04:00 0.66 4.29 0.039 0.73 4.27 0.044 0.83 4.59 0.057 0.75 4.21 0.045 0.83 4.26 0.053 0.77 4.41 0.049 0.83 4.43 0.056 05:00 0.73 4.51 0.048 0.83 4.42 0.055 1.09 6.21 0.117 1.06 6.30 0.114 1.04 5.73 0.101 1.11 6.23 0.121 1.06 6.11 0.111 06:00 1.06 6.29 0.114 1.08 6.40 0.119 1.64 8.21 0.274 1.65 8.26 0.281 1.64 8.14 0.271 1.65 8.07 0.273 1.63 8.14 0.271 07:00 1.40 7.71 0.206 1.36 7.89 0.201 1.73 8.22 0.297 1.77 8.36 0.311 1.81 8.25 0.317 1.73 8.32 0.300 1.84 8.35 0.328 08:00 1.64 8.30 0.277 1.71 8.40 0.296 1.52 8.24 0.246 1.52 8.32 0.251 1.60 8.12 0.261 1.47 8.06 0.230 1.58 8.43 0.267 09:00 1.81 8.28 0.318 1.87 8.43 0.339 1.49 8.11 0.235 1.43 7.99 0.218 1.41 7.94 0.214 1.45 7.94 0.222 1.43 8.18 0.225 10:00 1.79 8.38 0.317 1.85 8.50 0.335 1.42 8.12 0.221 1.41 7.94 0.213 1.28 7.22 0.169 1.37 7.79 0.200 1.44 8.17 0.227 11:00 1.61 8.24 0.268 1.71 8.55 0.302 1.36 7.82 0.198 1.44 8.18 0.225 1.36 7.58 0.194 1.33 7.42 0.184 1.38 7.98 0.207 12:00 1.49 8.29 0.241 1.73 8.41 0.302 1.36 7.81 0.199 1.32 7.89 0.193 1.22 6.72 0.146 1.31 7.41 0.178 1.33 7.67 0.189 13:00 1.41 7.87 0.212 1.50 8.24 0.242 1.26 7.43 0.171 1.19 6.85 0.143 1.20 7.05 0.151 1.28 7.24 0.169 1.31 7.38 0.178 14:00 1.38 7.85 0.204 1.38 8.10 0.210 1.25 7.45 0.167 1.28 7.36 0.172 1.22 6.66 0.146 1.24 6.96 0.156 1.29 7.38 0.174 15:00 1.32 7.42 0.181 1.41 8.15 0.218 1.28 7.49 0.176 1.29 7.39 0.175 1.23 6.76 0.149 1.21 6.62 0.144 1.29 7.24 0.170 16:00 1.40 7.79 0.206 1.44 8.45 0.235 1.35 7.51 0.189 1.29 7.16 0.170 1.27 7.26 0.168 1.33 7.55 0.186 1.31 7.41 0.179 17:00 1.38 7.77 0.202 1.56 8.40 0.261 1.41 7.81 0.209 1.43 7.83 0.215 1.40 7.87 0.209 1.41 7.84 0.210 1.34 7.53 0.188 18:00 1.37 7.91 0.204 1.50 8.37 0.245 1.57 8.41 0.265 1.42 8.02 0.218 1.54 7.86 0.241 1.50 8.12 0.239 1.42 7.90 0.213 19:00 1.34 7.93 0.198 1.64 8.39 0.280 1.61 8.46 0.275 1.58 8.44 0.267 1.59 8.12 0.259 1.61 8.23 0.268 1.52 8.03 0.240 20:00 1.41 8.15 0.218 1.79 8.29 0.313 1.71 8.45 0.298 1.70 8.30 0.292 1.65 8.05 0.271 1.72 8.27 0.294 1.48 8.04 0.231 21:00 1.38 8.04 0.209 1.60 8.28 0.267 1.43 8.14 0.224 1.52 8.24 0.246 1.62 8.11 0.267 1.70 8.26 0.289 1.48 8.03 0.230 22:00 1.37 7.76 0.199 1.37 7.70 0.198 1.36 7.74 0.199 1.38 7.65 0.199 1.34 7.48 0.188 1.39 7.51 0.198 1.34 7.50 0.187 23:00 1.26 7.25 0.166 1.19 6.80 0.143 1.15 6.37 0.128 1.13 6.38 0.126 1.13 6.18 0.120 1.11 6.26 0.119 1.19 6.72 0.143 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.28 05:15 0.55 10:20 2.01 7.13 04:50 3.37 18:30 8.82 0.180 0.180 04:50 0.024 10:20 0.367 1.37 04:45 0.64 09:50 2.05 7.26 02:50 3.65 11:20 8.82 0.204 0.204 04:45 0.036 09:50 0.391 1.29 02:45 0.57 07:00 1.97 7.11 02:20 3.74 21:30 8.80 0.182 0.182 02:45 0.029 07:00 0.370 1.28 03:55 0.50 06:55 1.89 7.06 02:00 3.79 08:10 8.85 0.179 0.179 03:55 0.024 06:55 0.349 1.28 02:15 0.56 07:25 1.98 6.82 02:00 3.52 07:30 8.58 0.173 0.173 02:00 0.026 07:25 0.370 1.29 03:25 0.60 07:10 1.92 6.95 01:50 3.80 07:05 8.58 0.177 0.177 03:00 0.033 07:10 0.356 1.29 03:25 0.67 07:30 1.93 7.05 01:50 3.72 08:35 8.97 0.177 0.177 03:25 0.038 07:30 0.359 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.30 7.05 1.272 0.182 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 91 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 1.02 5.68 0.095 0.98 5.57 0.089 01:00 0.88 4.83 0.067 0.89 4.91 0.068 02:00 0.80 4.45 0.053 0.78 4.66 0.054 03:00 0.79 4.34 0.050 0.67 4.33 0.039 04:00 0.61 4.40 0.035 0.71 4.38 0.044 05:00 0.76 4.57 0.051 0.83 4.69 0.058 06:00 1.11 6.43 0.124 0.99 5.73 0.093 07:00 1.45 7.72 0.218 1.39 7.81 0.209 08:00 1.67 8.05 0.276 1.73 8.41 0.303 09:00 1.82 8.46 0.326 1.90 8.52 0.351 10:00 1.80 8.31 0.317 1.85 8.41 0.333 11:00 1.73 8.43 0.304 1.75 8.43 0.309 12:00 1.63 8.23 0.272 1.63 8.42 0.279 13:00 1.44 8.10 0.225 1.46 8.02 0.226 14:00 1.39 7.97 0.210 1.44 8.28 0.229 15:00 1.44 8.12 0.226 1.44 8.25 0.229 16:00 1.41 8.15 0.218 1.46 8.39 0.236 17:00 1.40 8.18 0.218 1.58 8.40 0.264 18:00 1.40 8.04 0.213 1.51 8.21 0.243 19:00 1.47 8.17 0.233 1.57 8.30 0.260 20:00 1.44 8.17 0.227 1.69 8.39 0.293 21:00 1.40 7.99 0.213 1.58 8.29 0.263 22:00 1.27 7.49 0.174 1.39 8.00 0.211 23:00 1.19 6.96 0.146 1.13 6.26 0.123 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.31 04:25 0.47 10:20 1.90 7.14 04:00 3.84 11:00 8.72 0.187 0.187 04:25 0.022 10:20 0.349 1.35 04:00 0.59 09:20 1.99 7.21 03:30 3.95 09:30 8.85 0.200 0.200 04:00 0.031 09:30 0.381 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.33 7.17 0.387 0.194 6A-13, Pipe Height: 8 in Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 92 of 176 Site 9D-60 functioned under normal conditions during the period Saturday, February 22, 2014 to Sunday, May 11, 2014 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that backwater conditions were experienced at depths greater than 2.5 inchesthroughout the study period. A data gap is present from Saturday, March 15, 2014 through Tuesday, March 25, 2014. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Average flow depth, velocity, and quantity data observed during Saturday, February 22, 2014 to Sunday, May 11, 2014 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based 5-minute data intervals. In regards to depth, this site flows at 66.5% full at its recorded peak of 6.24 inches and approximately 32.5% full during its recorded average depth of 3.05 inches. Data uptime observed during the Saturday, February 22, 2014 to the Sunday, May 11, 2014 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Downtime is due to a monitor malfunction from Saturday, March 15, 2014 through Tuesday, March 25, 2014. Site Commentary Site Information 9D-60 Pipe Dimensions 9.38 " Silt Level 0.00" Overview Observations Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 3.05 1.42 0.122 Minimum 1.29 0.54 0.016 Maximum 6.24 2.29 0.263 Time of Minimum 5/7/2014 4:45 AM 4/25/2014 4:50 AM 5/7/2014 4:40 AM Time of Maximum 3/30/2014 10:30 AM 2/26/2014 12:10 PM 3/15/2014 9:25 AM Data Quality Page 93 of 176 Percent Uptime Depth (in)87 Velocity (ft/s)87 Quantity (MGD)87 Page 94 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/20/14 JG 9D-60 2733 Washington ST X Monitor S/N:2813 9D-60 N/A 9.38" 9.25" N/A 204.0" Precast / Good VCP / Lined / Good x 2/21/14 @ 1:00 p.m. 2.63" .25 1.60 0.00" Standard installation Ultrasonic Sensor / Velocity Sensor No Evidence of Surcharge RG 1 ADS Site Location 9.38" x 9.25"9D-60 Site Map NAccess Map N Planar NCross Section Drive Low depth with low velocity Monitor Series:3600 204.0"N/A N/A N/A N/A N/A N/A DNI DNI Sensor Location FlowDir. Page 95 of 176 Page 96 of 176 Page 97 of 176 Page 98 of 176 Page 99 of 176 Page 100 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 05:25 1.63 12:10 5.13 2.92 12:10 0.86 16:55 2.19 1.60 05:25 0.044 09:55 0.218 0.130 0.130 2/23/2014 04:25 1.42 09:40 4.57 2.77 04:30 0.88 17:55 2.26 1.59 04:30 0.026 19:00 0.227 0.125 0.125 2/24/2014 04:05 1.65 13:50 4.44 2.71 08:40 0.94 20:40 2.26 1.65 05:10 0.045 12:25 0.223 0.122 0.122 2/25/2014 04:15 1.59 11:20 4.25 2.52 11:20 0.96 16:30 2.14 1.69 04:15 0.043 08:55 0.204 0.114 0.114 0.11 2/26/2014 04:45 1.43 08:25 3.75 2.47 04:25 1.01 12:10 2.29 1.72 04:25 0.030 19:00 0.209 0.114 0.114 2/27/2014 02:00 1.52 13:40 4.28 2.75 13:40 0.86 07:10 2.20 1.50 04:10 0.038 12:40 0.214 0.114 0.114 0.14 2/28/2014 02:10 1.96 12:10 4.94 2.94 04:15 0.77 23:05 1.94 1.45 03:50 0.043 12:10 0.214 0.121 0.121 1.01 3/1/2014 04:45 1.58 14:30 4.53 2.93 04:35 0.67 18:40 1.92 1.41 04:40 0.027 11:05 0.199 0.120 0.120 0.64 3/2/2014 05:15 1.55 09:30 4.79 2.85 04:40 0.74 21:05 1.94 1.33 04:40 0.027 09:45 0.186 0.109 0.109 0.09 3/3/2014 04:10 1.81 08:35 4.21 2.81 04:30 0.91 21:25 2.05 1.44 04:30 0.038 10:05 0.183 0.114 0.114 0.01 3/4/2014 04:10 1.96 09:20 4.06 2.78 02:15 1.01 18:25 2.14 1.57 04:25 0.048 21:30 0.189 0.122 0.122 3/5/2014 04:35 1.94 11:05 4.22 2.81 03:00 1.08 12:10 2.05 1.60 03:00 0.054 12:00 0.200 0.126 0.126 3/6/2014 04:00 1.84 18:00 4.01 2.79 03:55 0.94 18:35 2.02 1.53 03:55 0.040 19:15 0.209 0.120 0.120 3/7/2014 04:25 1.79 15:25 4.56 2.87 15:25 0.81 22:55 2.05 1.54 04:25 0.035 11:30 0.197 0.125 0.125 3/8/2014 04:55 1.77 10:30 4.85 3.19 16:25 0.98 21:55 2.12 1.49 04:55 0.043 17:50 0.220 0.137 0.137 3/9/2014 05:20 1.93 18:05 5.25 3.21 09:00 0.88 21:40 2.02 1.44 05:20 0.050 10:05 0.204 0.131 0.131 3/10/2014 03:10 1.95 09:40 4.68 3.03 18:50 0.88 06:00 2.17 1.46 01:40 0.058 07:25 0.209 0.124 0.124 3/11/2014 01:50 1.79 07:45 4.82 2.93 07:45 0.91 21:35 2.07 1.46 23:55 0.046 20:00 0.229 0.120 0.120 3/12/2014 02:05 1.59 09:15 4.89 2.96 09:25 0.77 06:00 2.09 1.40 02:05 0.027 17:50 0.194 0.117 0.117 3/13/2014 02:15 1.86 21:25 4.83 3.11 08:10 0.77 22:50 2.04 1.45 03:00 0.045 20:15 0.210 0.127 0.127 3/14/2014 02:00 1.85 10:05 4.81 3.21 10:25 0.98 22:00 2.07 1.51 03:00 0.053 20:20 0.227 0.140 0.140 3/15/2014 03:55 2.07 09:40 6.02 3.00 09:40 0.96 01:10 2.05 1.58 04:40 0.076 09:25 0.263 0.128 0.060 3/16/2014 3/17/2014 3/18/2014 3/19/2014 3/20/2014 3/21/2014 3/22/2014 3/23/2014 3/24/2014 3/25/2014 23:25 2.23 09:25 4.83 3.53 17:05 0.77 22:55 1.92 1.38 23:25 0.094 21:00 0.201 0.143 0.087 3/26/2014 03:10 1.80 12:10 5.55 3.12 12:00 0.69 07:10 1.92 1.41 05:30 0.042 10:10 0.201 0.124 0.124 0.01 3/27/2014 03:05 1.83 08:20 4.62 3.07 10:55 0.74 07:20 2.12 1.47 03:00 0.046 22:25 0.232 0.128 0.128 3/28/2014 04:40 1.76 10:45 5.41 3.31 17:45 0.77 06:25 2.05 1.39 05:25 0.043 10:45 0.197 0.131 0.131 3/29/2014 03:50 1.91 16:25 5.14 3.40 07:55 0.59 00:50 1.99 1.38 03:50 0.065 22:40 0.242 0.132 0.132 3/30/2014 04:40 1.59 10:30 6.24 3.36 08:00 0.61 00:50 1.95 1.28 04:10 0.029 10:10 0.225 0.124 0.124 3/31/2014 03:15 1.71 10:00 4.66 3.06 14:40 0.72 23:20 1.92 1.40 03:10 0.045 21:10 0.198 0.120 0.120 4/1/2014 03:00 1.70 09:15 4.47 2.96 09:05 0.79 07:05 1.92 1.41 03:25 0.035 20:30 0.185 0.117 0.117 0.22 4/2/2014 04:05 1.68 11:20 4.43 2.90 11:25 0.88 22:25 2.05 1.53 04:00 0.041 08:20 0.212 0.123 0.123 0.21 4/3/2014 04:45 1.83 09:10 5.50 3.07 07:50 0.84 06:25 1.95 1.43 05:10 0.047 13:10 0.203 0.121 0.121 4/4/2014 04:00 1.52 20:00 5.18 3.11 03:10 0.79 22:50 2.04 1.35 03:10 0.028 20:20 0.210 0.122 0.122 4/5/2014 04:45 1.88 10:10 5.73 3.41 09:55 0.91 23:40 2.05 1.47 04:05 0.045 11:15 0.229 0.144 0.144 4/6/2014 05:30 2.11 09:45 5.80 3.39 09:45 0.91 07:25 2.09 1.49 05:25 0.079 10:30 0.235 0.142 0.142 4/7/2014 05:05 1.86 08:45 4.75 3.05 09:20 0.81 22:05 1.92 1.46 05:05 0.055 18:45 0.201 0.126 0.126 4/8/2014 04:35 1.82 10:50 4.96 2.84 09:20 0.84 13:20 1.92 1.46 03:50 0.048 18:50 0.180 0.115 0.115 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 9D-60, Pipe Height: 9.38 in Page 101 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 04:55 1.44 08:45 4.21 2.75 05:00 0.74 13:25 1.99 1.49 05:00 0.022 12:35 0.208 0.118 0.118 4/10/2014 04:00 1.56 09:15 5.04 2.82 10:45 0.98 07:00 2.14 1.51 03:55 0.034 09:15 0.225 0.118 0.118 4/11/2014 03:25 1.69 10:10 5.09 2.95 14:35 0.88 23:25 1.95 1.46 04:55 0.045 19:35 0.209 0.120 0.120 4/12/2014 05:20 1.65 09:30 4.93 3.19 08:10 0.79 00:35 1.95 1.42 03:05 0.042 21:55 0.209 0.129 0.129 4/13/2014 05:50 1.79 09:50 5.04 3.16 10:25 1.01 22:20 1.95 1.45 03:20 0.050 09:40 0.208 0.130 0.130 4/14/2014 04:20 1.56 13:25 4.73 3.05 04:25 0.88 07:00 1.99 1.31 04:25 0.030 20:50 0.178 0.113 0.113 4/15/2014 05:00 1.74 08:55 4.59 3.12 09:45 0.94 22:40 1.92 1.39 05:00 0.045 08:20 0.197 0.123 0.123 4/16/2014 05:00 1.74 08:50 4.90 3.17 16:20 0.84 23:15 1.95 1.34 04:20 0.039 21:10 0.191 0.120 0.120 4/17/2014 03:15 1.70 09:30 5.00 3.15 21:50 0.82 06:45 1.95 1.34 02:40 0.046 20:50 0.197 0.118 0.118 4/18/2014 04:50 1.60 08:55 5.26 3.34 09:10 0.84 07:35 1.90 1.28 01:50 0.035 21:05 0.203 0.124 0.124 4/19/2014 05:00 1.90 09:30 6.02 3.55 09:35 0.71 07:10 1.92 1.30 05:40 0.053 12:10 0.216 0.134 0.134 4/20/2014 05:20 1.76 10:45 5.79 3.24 05:05 0.64 22:50 1.82 1.26 05:05 0.033 11:00 0.211 0.118 0.118 4/21/2014 04:05 1.79 07:40 5.41 3.04 07:40 0.67 06:50 1.95 1.34 04:15 0.040 18:55 0.192 0.115 0.115 4/22/2014 03:55 1.68 12:20 4.96 2.93 12:15 0.69 15:05 1.88 1.36 03:30 0.041 19:10 0.182 0.112 0.112 4/23/2014 03:20 1.53 09:25 4.82 3.06 09:50 0.62 06:20 1.88 1.35 03:20 0.035 19:20 0.193 0.116 0.116 4/24/2014 04:00 1.70 08:50 4.87 3.19 09:15 0.91 00:50 1.92 1.35 04:00 0.049 06:40 0.207 0.121 0.121 4/25/2014 05:35 1.84 21:10 4.60 3.12 04:50 0.54 06:55 2.07 1.32 03:55 0.031 21:35 0.199 0.120 0.120 4/26/2014 05:30 1.63 11:00 5.91 3.31 09:40 0.91 00:10 1.95 1.41 04:45 0.043 11:00 0.232 0.133 0.133 0.15 4/27/2014 03:25 1.70 10:20 5.76 3.18 10:15 0.84 23:15 1.99 1.43 04:45 0.048 10:25 0.202 0.126 0.126 4/28/2014 04:15 1.68 09:15 4.90 2.92 09:30 0.77 06:25 2.12 1.46 04:10 0.048 12:00 0.188 0.117 0.117 4/29/2014 02:35 1.53 10:35 4.36 2.91 14:30 0.77 06:30 1.85 1.34 03:05 0.032 19:35 0.173 0.110 0.110 4/30/2014 01:45 1.63 19:25 4.32 2.89 14:10 0.84 06:20 1.82 1.38 01:45 0.037 19:25 0.176 0.111 0.111 5/1/2014 04:45 1.65 21:10 4.52 2.92 16:00 0.84 22:30 1.82 1.34 04:45 0.034 19:30 0.184 0.109 0.109 5/2/2014 03:15 1.58 13:40 4.51 3.09 16:20 0.76 23:40 1.82 1.33 03:15 0.036 20:35 0.199 0.117 0.117 5/3/2014 05:10 1.57 10:55 5.12 3.42 14:25 0.76 00:00 1.78 1.24 05:00 0.037 10:05 0.193 0.122 0.122 5/4/2014 03:50 1.58 15:45 5.91 3.52 09:45 0.81 23:10 1.87 1.29 03:45 0.042 10:30 0.238 0.132 0.132 5/5/2014 02:45 1.64 09:00 4.98 2.99 13:30 0.89 22:55 1.95 1.34 02:45 0.040 20:50 0.177 0.113 0.113 5/6/2014 03:15 1.66 08:40 4.32 2.77 02:25 0.94 06:40 1.99 1.43 03:25 0.035 08:55 0.181 0.110 0.110 5/7/2014 04:45 1.29 10:05 4.44 2.86 04:20 0.61 06:50 1.82 1.25 04:40 0.016 19:35 0.168 0.103 0.103 5/8/2014 03:30 1.51 08:10 4.51 2.83 08:20 0.82 23:00 1.85 1.38 03:30 0.029 19:25 0.191 0.110 0.110 5/9/2014 03:05 1.77 09:55 4.68 3.16 14:55 0.84 06:25 1.88 1.37 02:05 0.051 07:05 0.173 0.122 0.122 5/10/2014 04:55 1.87 10:45 5.18 3.39 07:00 0.77 23:00 1.62 1.24 04:55 0.044 11:00 0.218 0.124 0.124 5/11/2014 05:15 1.54 10:00 5.71 3.37 05:10 0.61 22:15 1.55 1.15 05:15 0.020 11:50 0.213 0.117 0.117 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 3.05 1.42 8.414 0.122 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 102 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.24 1.72 0.097 2.17 1.71 0.092 2.12 1.70 0.089 2.03 1.60 0.078 1.96 1.59 0.074 2.03 1.60 0.078 2.26 1.20 0.068 0.02 01:00 2.22 1.69 0.094 1.95 1.50 0.069 1.92 1.49 0.067 1.86 1.44 0.062 1.74 1.44 0.056 1.87 1.41 0.062 2.19 1.04 0.057 0.01 02:00 2.05 1.66 0.082 1.78 1.43 0.058 1.84 1.46 0.062 1.87 1.49 0.065 1.77 1.39 0.056 1.69 1.33 0.050 2.13 0.98 0.051 0.03 03:00 1.84 1.47 0.063 1.67 1.28 0.047 1.84 1.45 0.062 1.75 1.41 0.056 1.63 1.29 0.046 1.76 1.35 0.054 2.14 0.87 0.045 0.02 04:00 1.73 1.36 0.053 1.48 1.03 0.032 1.77 1.39 0.056 1.74 1.34 0.052 1.60 1.20 0.042 1.73 1.23 0.048 0.04 2.41 1.05 0.066 0.15 05:00 1.73 1.35 0.053 1.55 1.01 0.033 1.92 1.51 0.070 1.88 1.50 0.066 1.81 1.52 0.064 1.88 1.42 0.063 0.03 2.51 1.40 0.092 0.06 06:00 1.96 1.58 0.075 1.71 1.34 0.052 2.42 1.78 0.112 2.37 1.76 0.109 2.44 1.62 0.103 2.35 1.73 0.104 0.01 2.77 1.57 0.118 0.01 07:00 2.73 1.53 0.112 2.30 1.64 0.096 2.78 1.88 0.143 2.88 1.90 0.151 2.96 1.87 0.155 2.91 1.90 0.152 0.01 2.95 1.69 0.139 0.01 08:00 3.51 1.39 0.143 3.08 1.42 0.122 3.29 1.56 0.144 2.96 1.74 0.144 3.23 1.66 0.153 3.08 1.68 0.146 0.01 3.34 1.27 0.124 0.02 09:00 3.87 1.37 0.163 3.83 1.41 0.166 3.49 1.37 0.141 3.03 1.68 0.141 2.84 1.75 0.137 3.13 1.32 0.119 0.02 3.63 1.43 0.155 10:00 4.02 1.46 0.181 3.90 1.52 0.182 3.19 1.58 0.143 3.19 1.63 0.148 0.09 2.80 1.65 0.126 3.10 1.70 0.149 0.01 3.61 1.42 0.151 0.03 11:00 3.80 1.61 0.187 3.68 1.52 0.168 3.19 1.60 0.146 3.27 1.57 0.142 0.02 2.82 1.68 0.128 3.13 1.58 0.141 3.69 1.47 0.164 0.18 12:00 3.93 1.39 0.165 3.32 1.73 0.166 3.37 1.62 0.160 2.71 1.70 0.124 2.74 1.76 0.130 3.21 1.65 0.152 3.70 1.51 0.167 0.20 13:00 3.67 1.41 0.153 3.66 1.60 0.173 3.38 1.59 0.156 2.68 1.62 0.116 2.72 1.73 0.126 3.64 1.13 0.123 3.24 1.61 0.151 14:00 3.68 1.46 0.162 3.43 1.71 0.172 3.16 1.59 0.143 2.69 1.67 0.121 2.40 1.83 0.114 3.44 1.12 0.114 3.07 1.52 0.132 15:00 3.49 1.56 0.159 3.46 1.56 0.155 2.76 1.84 0.138 2.62 1.74 0.122 2.52 1.90 0.126 3.26 1.38 0.130 3.10 1.52 0.135 0.15 16:00 3.27 1.69 0.158 3.43 1.68 0.170 3.04 1.71 0.143 2.58 1.80 0.122 2.69 1.78 0.127 3.20 1.39 0.129 3.48 1.60 0.165 0.01 17:00 3.34 1.70 0.165 3.37 1.80 0.176 2.75 1.81 0.135 2.72 1.73 0.126 2.64 1.90 0.134 3.16 1.42 0.128 3.06 1.70 0.148 0.03 18:00 3.36 1.71 0.166 3.06 1.93 0.167 2.67 1.86 0.134 2.63 1.79 0.126 2.71 2.01 0.148 3.04 1.53 0.131 3.04 1.62 0.139 19:00 2.95 1.68 0.139 3.07 1.95 0.169 3.00 1.97 0.165 2.74 1.93 0.144 2.88 2.08 0.166 3.09 1.69 0.148 2.95 1.63 0.134 20:00 2.78 1.91 0.145 2.91 1.86 0.149 2.83 2.06 0.161 2.75 1.90 0.142 2.73 1.95 0.145 2.95 1.80 0.148 3.08 1.63 0.142 21:00 2.70 1.97 0.143 2.74 1.95 0.146 3.06 1.56 0.135 2.60 1.89 0.131 2.87 1.98 0.156 3.09 1.59 0.140 2.79 1.60 0.122 0.02 22:00 2.68 1.95 0.141 2.62 1.91 0.134 3.01 1.57 0.133 2.69 1.94 0.141 2.55 1.98 0.135 2.84 1.61 0.126 2.66 1.70 0.121 0.03 23:00 2.44 1.82 0.116 2.27 1.75 0.101 2.21 1.73 0.096 2.32 1.72 0.101 2.17 1.77 0.095 2.53 1.50 0.101 0.01 2.73 1.66 0.122 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.92 05:25 1.63 12:10 5.13 1.60 12:10 0.86 16:55 2.19 0.130 0.130 05:25 0.044 09:55 0.218 2.77 04:25 1.42 09:40 4.57 1.59 04:30 0.88 17:55 2.26 0.125 0.125 04:30 0.026 19:00 0.227 2.71 04:05 1.65 13:50 4.44 1.65 08:40 0.94 20:40 2.26 0.122 0.122 05:10 0.045 12:25 0.223 2.52 04:15 1.59 11:20 4.25 1.69 11:20 0.96 16:30 2.14 0.114 0.114 04:15 0.043 08:55 0.204 0.11 2.47 04:45 1.43 08:25 3.75 1.72 04:25 1.01 12:10 2.29 0.114 0.114 04:25 0.030 19:00 0.209 2.75 02:00 1.52 13:40 4.28 1.50 13:40 0.86 07:10 2.20 0.114 0.114 04:10 0.038 12:40 0.214 0.14 2.94 02:10 1.96 12:10 4.94 1.45 04:15 0.77 23:05 1.94 0.121 0.121 03:50 0.043 12:10 0.214 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.73 1.60 0.840 0.120 1.26 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 103 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.53 1.51 0.101 0.32 2.42 1.46 0.092 2.18 1.24 0.067 2.28 1.44 0.083 2.27 1.37 0.078 2.16 1.29 0.069 2.21 1.39 0.076 01:00 2.20 1.39 0.077 0.12 2.29 1.26 0.073 2.04 1.09 0.053 2.14 1.26 0.066 2.09 1.21 0.062 2.11 1.23 0.064 2.06 1.26 0.063 02:00 2.01 1.17 0.057 2.11 1.15 0.059 2.00 1.11 0.053 2.05 1.18 0.058 2.19 1.27 0.069 2.06 1.17 0.058 1.97 1.15 0.054 03:00 1.90 1.02 0.045 1.95 1.04 0.048 1.95 1.05 0.048 2.09 1.19 0.061 2.10 1.26 0.065 1.98 1.14 0.054 1.96 1.13 0.052 04:00 1.68 0.82 0.031 1.65 0.90 0.033 1.88 1.02 0.045 2.01 1.11 0.053 2.08 1.27 0.064 1.96 1.09 0.051 1.87 1.07 0.046 05:00 1.76 0.94 0.038 1.69 0.91 0.035 0.01 2.11 1.16 0.061 2.18 1.34 0.073 2.14 1.32 0.070 2.16 1.27 0.068 2.14 1.31 0.069 06:00 1.98 1.11 0.053 0.01 1.97 1.08 0.050 2.64 1.50 0.107 2.56 1.61 0.109 2.63 1.69 0.119 2.62 1.57 0.111 2.58 1.63 0.113 07:00 3.16 1.33 0.120 2.51 1.20 0.079 0.02 3.11 1.60 0.142 2.92 1.68 0.136 3.19 1.82 0.167 3.08 1.67 0.146 2.99 1.77 0.148 08:00 3.23 1.31 0.122 3.02 1.40 0.118 3.65 1.41 0.153 0.01 3.43 1.57 0.158 3.38 1.66 0.164 3.23 1.53 0.143 3.37 1.64 0.161 09:00 3.80 1.47 0.170 0.03 3.80 1.31 0.149 0.04 3.48 1.35 0.139 3.40 1.40 0.138 3.28 1.62 0.154 3.46 1.33 0.135 3.38 1.50 0.148 10:00 3.90 1.46 0.174 0.02 3.64 1.30 0.142 0.02 3.36 1.39 0.137 3.31 1.48 0.142 3.34 1.60 0.155 3.25 1.44 0.134 3.50 1.39 0.144 11:00 3.88 1.47 0.174 3.67 1.34 0.147 3.30 1.52 0.146 3.24 1.59 0.148 3.41 1.50 0.149 3.16 1.52 0.137 3.42 1.51 0.150 12:00 3.61 1.43 0.155 3.55 1.49 0.157 3.28 1.48 0.141 3.06 1.67 0.145 3.20 1.77 0.163 3.02 1.65 0.141 3.19 1.70 0.155 13:00 3.37 1.63 0.160 3.53 1.42 0.149 3.30 1.43 0.137 2.85 1.63 0.128 3.22 1.67 0.154 3.07 1.61 0.139 3.09 1.50 0.131 14:00 3.66 1.29 0.142 3.50 1.37 0.142 3.16 1.42 0.126 3.06 1.51 0.130 3.07 1.67 0.144 2.76 1.50 0.112 2.94 1.55 0.127 15:00 3.41 1.47 0.147 3.32 1.35 0.131 2.94 1.57 0.129 3.13 1.73 0.154 2.96 1.71 0.142 2.81 1.74 0.133 3.40 1.42 0.136 16:00 3.36 1.53 0.151 0.03 3.21 1.41 0.129 2.90 1.55 0.125 3.00 1.69 0.142 2.71 1.78 0.130 2.98 1.64 0.137 3.25 1.64 0.153 17:00 3.21 1.69 0.157 0.08 3.20 1.59 0.146 2.93 1.62 0.133 2.84 1.80 0.141 2.84 1.73 0.136 3.04 1.62 0.139 3.23 1.63 0.151 18:00 3.25 1.73 0.162 0.01 3.28 1.53 0.146 3.05 1.62 0.139 2.91 1.86 0.150 2.85 1.72 0.135 3.29 1.78 0.168 3.26 1.59 0.149 19:00 3.13 1.55 0.138 3.10 1.53 0.135 3.15 1.55 0.139 2.97 1.82 0.151 2.99 1.85 0.156 3.28 1.86 0.177 3.24 1.75 0.163 20:00 3.07 1.58 0.138 0.02 3.24 1.54 0.143 2.99 1.68 0.140 2.98 1.79 0.149 3.11 1.74 0.154 3.22 1.85 0.172 3.14 1.76 0.158 21:00 2.89 1.60 0.129 2.87 1.49 0.118 2.90 1.80 0.145 3.04 1.83 0.157 3.17 1.80 0.164 2.98 1.80 0.150 2.98 1.89 0.158 22:00 2.84 1.62 0.127 2.53 1.58 0.106 2.79 1.79 0.136 2.82 1.79 0.139 2.79 1.88 0.144 2.76 1.79 0.135 2.89 1.89 0.151 23:00 2.56 1.62 0.111 2.32 1.35 0.080 2.40 1.57 0.097 2.48 1.65 0.107 2.42 1.60 0.101 2.50 1.65 0.108 2.74 1.90 0.141 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.93 04:45 1.58 14:30 4.53 1.41 04:35 0.67 18:40 1.92 0.120 0.120 04:40 0.027 11:05 0.199 0.64 2.85 05:15 1.55 09:30 4.79 1.33 04:40 0.74 21:05 1.94 0.109 0.109 04:40 0.027 09:45 0.186 0.09 2.81 04:10 1.81 08:35 4.21 1.44 04:30 0.91 21:25 2.05 0.114 0.114 04:30 0.038 10:05 0.183 0.01 2.78 04:10 1.96 09:20 4.06 1.57 02:15 1.01 18:25 2.14 0.122 0.122 04:25 0.048 21:30 0.189 2.81 04:35 1.94 11:05 4.22 1.60 03:00 1.08 12:10 2.05 0.126 0.126 03:00 0.054 12:00 0.200 2.79 04:00 1.84 18:00 4.01 1.53 03:55 0.94 18:35 2.02 0.120 0.120 03:55 0.040 19:15 0.209 2.87 04:25 1.79 15:25 4.56 1.54 15:25 0.81 22:55 2.05 0.125 0.125 04:25 0.035 11:30 0.197 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.83 1.49 0.836 0.119 0.74 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 104 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.40 1.68 0.104 2.61 1.73 0.120 2.12 1.36 0.071 2.02 1.35 0.066 1.86 1.19 0.051 2.10 1.49 0.076 2.23 1.60 0.090 01:00 2.40 1.62 0.100 2.38 1.57 0.096 2.08 1.34 0.067 1.95 1.28 0.059 1.80 1.12 0.046 1.92 1.32 0.059 2.05 1.38 0.068 02:00 2.22 1.45 0.080 2.25 1.46 0.082 2.08 1.35 0.068 1.95 1.27 0.059 1.80 1.11 0.046 1.93 1.35 0.061 2.04 1.37 0.067 03:00 2.05 1.34 0.066 2.14 1.46 0.077 2.06 1.30 0.065 2.00 1.29 0.061 1.80 1.19 0.049 2.05 1.38 0.068 2.00 1.33 0.063 04:00 1.88 1.18 0.052 2.07 1.38 0.069 2.10 1.38 0.071 2.11 1.32 0.069 2.01 1.41 0.069 2.05 1.45 0.072 2.01 1.41 0.068 05:00 1.92 1.23 0.055 2.07 1.33 0.067 2.69 1.78 0.130 2.41 1.63 0.102 2.45 1.78 0.115 2.51 1.60 0.105 2.12 1.50 0.079 06:00 2.21 1.44 0.080 2.40 1.56 0.096 3.04 1.82 0.155 2.83 1.77 0.137 3.27 1.65 0.155 2.95 1.75 0.143 2.65 1.82 0.130 07:00 2.99 1.57 0.130 3.06 1.41 0.121 3.87 1.30 0.153 3.78 1.19 0.134 3.62 1.28 0.139 3.86 1.19 0.139 3.15 1.65 0.148 08:00 3.52 1.47 0.152 3.87 1.26 0.150 3.74 1.37 0.153 3.97 1.25 0.153 3.77 1.21 0.139 3.99 1.14 0.140 3.89 1.41 0.168 09:00 4.08 1.35 0.171 4.24 1.21 0.162 3.95 1.26 0.152 3.79 1.34 0.154 3.88 1.13 0.131 3.98 1.17 0.144 4.08 1.23 0.156 10:00 4.16 1.36 0.177 4.20 1.36 0.179 3.61 1.42 0.151 3.71 1.24 0.139 3.51 1.34 0.137 3.71 1.26 0.141 4.27 1.21 0.163 11:00 3.95 1.45 0.177 4.12 1.36 0.173 3.47 1.30 0.132 3.44 1.45 0.146 3.61 1.38 0.148 3.82 1.40 0.163 3.81 1.41 0.162 12:00 3.64 1.60 0.175 3.74 1.39 0.157 3.52 1.35 0.141 3.15 1.47 0.131 3.49 1.30 0.135 3.23 1.55 0.144 3.65 1.34 0.147 13:00 3.82 1.42 0.166 3.89 1.39 0.166 3.36 1.43 0.140 3.27 1.46 0.137 3.45 1.29 0.129 3.34 1.49 0.145 3.52 1.62 0.168 14:00 3.76 1.40 0.160 3.73 1.28 0.144 3.47 1.35 0.139 3.02 1.63 0.138 3.23 1.17 0.109 3.57 1.36 0.142 3.43 1.37 0.137 15:00 3.93 1.36 0.163 3.91 1.36 0.164 3.20 1.50 0.136 3.09 1.53 0.134 3.32 1.16 0.112 3.22 1.56 0.143 3.38 1.52 0.147 16:00 3.98 1.31 0.160 3.73 1.49 0.168 3.51 1.37 0.142 2.89 1.57 0.125 3.08 1.36 0.119 3.29 1.44 0.138 3.52 1.54 0.159 17:00 3.78 1.53 0.175 3.94 1.33 0.160 3.34 1.40 0.136 3.66 1.38 0.149 3.45 1.54 0.154 3.36 1.54 0.150 3.74 1.52 0.171 18:00 3.94 1.38 0.166 4.18 1.25 0.161 3.49 1.41 0.144 3.38 1.52 0.149 3.27 1.71 0.161 3.81 1.28 0.147 3.63 1.51 0.164 19:00 3.57 1.50 0.158 3.62 1.51 0.164 3.29 1.66 0.159 3.55 1.55 0.164 3.51 1.60 0.167 3.60 1.55 0.167 4.01 1.52 0.190 20:00 3.44 1.55 0.157 3.18 1.65 0.150 3.20 1.63 0.150 3.25 1.73 0.163 3.27 1.64 0.156 3.40 1.62 0.161 3.97 1.62 0.199 21:00 3.13 1.90 0.169 2.92 1.77 0.143 2.77 1.81 0.137 2.90 1.77 0.142 3.00 1.76 0.149 3.75 1.47 0.163 3.60 1.63 0.174 22:00 2.96 1.82 0.151 2.50 1.67 0.110 2.44 1.72 0.109 2.34 1.71 0.102 2.46 1.70 0.108 2.76 1.71 0.128 3.30 1.88 0.181 23:00 2.72 1.83 0.135 2.20 1.42 0.078 2.26 1.56 0.089 1.94 1.39 0.064 2.26 1.68 0.096 2.48 1.81 0.118 2.99 1.89 0.159 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.19 04:55 1.77 10:30 4.85 1.49 16:25 0.98 21:55 2.12 0.137 0.137 04:55 0.043 17:50 0.220 3.21 05:20 1.93 18:05 5.25 1.44 09:00 0.88 21:40 2.02 0.131 0.131 05:20 0.050 10:05 0.204 3.03 03:10 1.95 09:40 4.68 1.46 18:50 0.88 06:00 2.17 0.124 0.124 01:40 0.058 07:25 0.209 2.93 01:50 1.79 07:45 4.82 1.46 07:45 0.91 21:35 2.07 0.120 0.120 23:55 0.046 20:00 0.229 2.96 02:05 1.59 09:15 4.89 1.40 09:25 0.77 06:00 2.09 0.117 0.117 02:05 0.027 17:50 0.194 3.11 02:15 1.86 21:25 4.83 1.45 08:10 0.77 22:50 2.04 0.127 0.127 03:00 0.045 20:15 0.210 3.21 02:00 1.85 10:05 4.81 1.51 10:25 0.98 22:00 2.07 0.140 0.140 03:00 0.053 20:20 0.227 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.09 1.46 0.897 0.128 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 105 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.44 1.83 0.116 01:00 2.37 1.78 0.108 02:00 2.33 1.68 0.100 03:00 2.23 1.65 0.092 04:00 2.13 1.57 0.082 05:00 2.21 1.62 0.089 06:00 2.33 1.68 0.100 07:00 2.75 1.86 0.139 08:00 3.85 1.36 0.159 09:00 5.07 1.21 0.203 10:00 4.64 1.33 0.200 11:00 4.89 1.16 0.187 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.00 03:55 2.07 09:40 6.02 1.58 09:40 0.96 01:10 2.05 0.060 0.128 04:40 0.076 09:25 0.263 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.00 1.58 0.060 0.128 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 106 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.18 1.67 0.090 2.23 1.74 0.097 2.25 1.82 0.103 01:00 1.98 1.45 0.068 2.05 1.44 0.071 2.02 1.51 0.073 02:00 1.92 1.26 0.057 1.91 1.28 0.057 1.90 1.38 0.061 03:00 1.93 1.28 0.058 1.91 1.21 0.054 1.90 1.32 0.059 04:00 1.95 1.27 0.059 0.01 1.97 1.30 0.061 1.91 1.39 0.062 05:00 2.03 1.38 0.068 2.16 1.33 0.071 1.97 1.46 0.069 06:00 2.55 1.65 0.111 2.38 1.70 0.105 2.42 1.81 0.114 07:00 3.44 1.53 0.151 3.24 1.53 0.135 3.51 1.58 0.161 08:00 1.17 4.36 1.13 0.157 4.01 1.15 0.143 4.29 1.23 0.167 09:00 4.37 0.97 0.134 4.17 1.14 0.150 3.82 1.11 0.129 4.56 1.08 0.157 10:00 4.08 1.15 0.147 4.27 1.21 0.163 4.14 1.08 0.139 4.56 1.04 0.153 11:00 3.64 1.29 0.141 3.70 1.28 0.143 3.70 1.31 0.147 4.13 1.24 0.160 12:00 3.74 1.22 0.137 3.97 1.17 0.137 3.26 1.41 0.134 3.54 1.37 0.142 13:00 3.52 1.37 0.142 3.53 1.27 0.133 3.36 1.38 0.134 3.57 1.25 0.134 14:00 3.37 1.38 0.136 3.46 1.35 0.137 3.30 1.46 0.139 3.83 1.09 0.127 15:00 3.13 1.37 0.120 3.30 1.45 0.138 3.10 1.62 0.142 3.75 1.24 0.141 16:00 3.15 1.54 0.138 3.09 1.49 0.130 3.17 1.57 0.143 3.82 1.25 0.145 17:00 3.72 1.24 0.138 3.53 1.40 0.146 3.01 1.66 0.141 3.90 1.27 0.150 18:00 3.68 1.46 0.162 3.31 1.55 0.149 3.57 1.53 0.162 3.79 1.42 0.164 19:00 3.74 1.41 0.160 3.78 1.38 0.158 3.68 1.71 0.190 3.81 1.32 0.154 20:00 3.99 1.33 0.163 3.77 1.42 0.164 3.78 1.61 0.185 3.97 1.38 0.169 21:00 3.67 1.53 0.169 3.55 1.51 0.159 3.97 1.52 0.188 3.85 1.41 0.165 22:00 3.02 1.72 0.145 2.82 1.75 0.136 3.42 1.80 0.180 3.41 1.61 0.162 23:00 2.40 1.80 0.112 2.33 1.77 0.105 2.55 1.87 0.126 2.88 1.79 0.142 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.53 23:25 2.23 09:25 4.83 1.38 17:05 0.77 22:55 1.92 0.087 0.143 23:25 0.094 21:00 0.201 3.12 03:10 1.80 12:10 5.55 1.41 12:00 0.69 07:10 1.92 0.124 0.124 05:30 0.042 10:10 0.201 0.01 3.07 03:05 1.83 08:20 4.62 1.47 10:55 0.74 07:20 2.12 0.128 0.128 03:00 0.046 22:25 0.232 3.31 04:40 1.76 10:45 5.41 1.39 17:45 0.77 06:25 2.05 0.131 0.131 05:25 0.043 10:45 0.197 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.23 1.41 0.470 0.130 0.01 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 107 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.39 1.83 0.112 2.57 1.83 0.125 2.22 1.62 0.090 2.17 1.49 0.080 2.23 1.69 0.095 0.13 2.18 1.71 0.092 2.12 1.50 0.078 01:00 2.29 1.77 0.102 2.24 1.73 0.098 1.96 1.33 0.062 1.96 1.21 0.056 2.09 1.47 0.075 0.03 2.05 1.54 0.077 1.79 1.27 0.052 02:00 2.20 1.70 0.093 1.89 1.34 0.059 1.87 1.30 0.056 1.90 1.09 0.049 1.89 1.33 0.059 1.90 1.37 0.061 1.72 1.04 0.040 03:00 2.09 1.56 0.079 1.74 1.18 0.046 1.83 1.30 0.055 1.81 1.06 0.044 1.79 1.25 0.051 0.01 2.00 1.47 0.071 1.60 1.07 0.037 04:00 2.02 1.56 0.076 1.67 1.16 0.043 1.89 1.31 0.058 1.87 1.08 0.047 1.83 1.26 0.053 0.01 1.98 1.50 0.071 1.67 1.06 0.040 05:00 2.11 1.64 0.085 1.77 1.14 0.046 1.98 1.40 0.066 2.10 1.34 0.069 0.04 1.94 1.44 0.066 2.06 1.52 0.077 1.75 1.17 0.047 06:00 2.13 1.64 0.085 2.26 1.49 0.085 2.36 1.62 0.098 2.55 1.69 0.114 0.14 2.36 1.72 0.104 0.03 2.60 1.76 0.123 2.17 1.60 0.086 07:00 2.96 1.45 0.112 2.65 1.33 0.093 3.29 1.46 0.134 3.12 1.68 0.149 0.01 2.96 1.73 0.142 3.40 1.59 0.152 2.96 1.53 0.125 08:00 4.32 1.07 0.147 3.95 0.99 0.119 4.17 1.19 0.155 3.67 1.22 0.134 3.70 1.35 0.151 4.08 1.10 0.140 3.96 1.21 0.147 09:00 4.55 1.16 0.171 4.18 1.07 0.142 4.24 0.99 0.133 4.08 0.98 0.124 3.78 1.13 0.130 4.48 1.07 0.150 3.93 1.14 0.138 10:00 4.39 1.23 0.172 5.43 1.04 0.188 3.99 1.23 0.152 3.94 1.10 0.134 3.81 1.25 0.145 3.83 1.13 0.132 4.19 1.19 0.157 11:00 4.33 1.21 0.166 4.62 1.15 0.172 3.58 1.30 0.140 4.01 1.14 0.142 3.84 1.14 0.132 3.61 1.30 0.140 3.87 1.25 0.148 12:00 4.24 1.31 0.175 4.46 1.11 0.158 3.83 1.25 0.146 3.45 1.38 0.140 3.00 1.59 0.134 3.77 1.27 0.145 4.06 1.09 0.138 13:00 3.93 1.16 0.140 4.07 1.17 0.149 3.51 1.34 0.139 3.44 1.48 0.149 3.32 1.51 0.145 3.52 1.39 0.145 3.70 1.23 0.138 14:00 4.00 1.13 0.139 4.14 1.06 0.136 3.51 1.23 0.127 2.99 1.50 0.125 3.19 1.52 0.140 3.02 1.42 0.120 3.79 1.17 0.135 15:00 4.00 1.24 0.154 4.47 1.14 0.164 3.46 1.30 0.132 2.95 1.49 0.122 3.06 1.46 0.125 3.27 1.32 0.125 3.59 1.22 0.128 16:00 4.15 1.14 0.148 4.20 1.19 0.158 3.37 1.38 0.134 3.22 1.41 0.131 2.95 1.68 0.138 3.30 1.30 0.124 3.37 1.34 0.130 17:00 3.89 1.16 0.138 4.05 1.18 0.149 3.36 1.37 0.134 3.22 1.55 0.144 3.14 1.62 0.144 3.04 1.54 0.131 3.40 1.56 0.155 18:00 3.76 1.23 0.140 3.60 1.30 0.140 3.24 1.50 0.141 3.14 1.64 0.146 3.16 1.69 0.153 3.49 1.34 0.138 3.28 1.60 0.152 19:00 4.05 1.15 0.144 3.65 1.29 0.141 3.40 1.48 0.148 3.34 1.50 0.144 3.38 1.66 0.165 3.38 1.42 0.140 3.74 1.49 0.166 20:00 3.99 1.23 0.153 4.00 1.28 0.159 3.51 1.55 0.160 3.48 1.55 0.160 3.39 1.68 0.167 3.76 1.42 0.162 3.98 1.44 0.174 21:00 3.77 1.29 0.148 3.77 1.40 0.160 3.55 1.59 0.167 3.36 1.53 0.150 3.39 1.73 0.173 3.57 1.46 0.154 3.65 1.60 0.175 22:00 3.40 1.52 0.152 2.88 1.69 0.134 2.87 1.82 0.145 2.86 1.82 0.144 3.02 1.85 0.158 2.97 1.75 0.146 3.44 1.79 0.181 23:00 2.69 1.81 0.131 2.44 1.59 0.101 2.54 1.77 0.120 2.40 1.82 0.113 0.03 2.33 1.83 0.109 2.35 1.70 0.102 2.93 1.88 0.153 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.40 03:50 1.91 16:25 5.14 1.38 07:55 0.59 00:50 1.99 0.132 0.132 03:50 0.065 22:40 0.242 3.36 04:40 1.59 10:30 6.24 1.28 08:00 0.61 00:50 1.95 0.124 0.124 04:10 0.029 10:10 0.225 3.06 03:15 1.71 10:00 4.66 1.40 14:40 0.72 23:20 1.92 0.120 0.120 03:10 0.045 21:10 0.198 2.96 03:00 1.70 09:15 4.47 1.41 09:05 0.79 07:05 1.92 0.117 0.117 03:25 0.035 20:30 0.185 0.22 2.90 04:05 1.68 11:20 4.43 1.53 11:25 0.88 22:25 2.05 0.123 0.123 04:00 0.041 08:20 0.212 0.21 3.07 04:45 1.83 09:10 5.50 1.43 07:50 0.84 06:25 1.95 0.121 0.121 05:10 0.047 13:10 0.203 3.11 04:00 1.52 20:00 5.18 1.35 03:10 0.79 22:50 2.04 0.122 0.122 03:10 0.028 20:20 0.210 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.12 1.40 0.859 0.123 0.43 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 108 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.61 1.92 0.133 2.77 1.87 0.141 2.28 1.57 0.091 2.40 1.56 0.097 2.07 1.29 0.065 2.18 1.65 0.090 2.21 1.60 0.088 01:00 2.31 1.75 0.103 2.56 1.86 0.126 2.07 1.41 0.071 2.13 1.46 0.077 1.74 1.11 0.044 1.98 1.46 0.069 2.03 1.46 0.072 02:00 2.17 1.67 0.089 2.37 1.76 0.107 2.06 1.37 0.068 2.03 1.32 0.064 1.70 0.98 0.037 1.86 1.33 0.058 1.90 1.35 0.060 03:00 2.14 1.55 0.082 2.28 1.66 0.095 2.06 1.38 0.069 1.94 1.19 0.054 1.74 0.99 0.039 1.73 1.27 0.050 1.81 1.32 0.055 04:00 1.97 1.27 0.060 2.24 1.67 0.094 2.03 1.38 0.067 1.95 1.23 0.057 1.61 0.96 0.033 1.67 1.19 0.044 1.78 1.30 0.052 05:00 1.98 1.33 0.063 2.18 1.60 0.086 2.15 1.41 0.076 2.08 1.34 0.068 1.78 1.04 0.043 1.86 1.35 0.059 2.00 1.40 0.068 06:00 2.28 1.73 0.100 2.35 1.71 0.103 2.59 1.73 0.120 2.49 1.56 0.102 2.30 1.53 0.091 2.36 1.72 0.106 2.38 1.66 0.101 07:00 2.74 1.69 0.125 2.88 1.82 0.145 3.16 1.57 0.141 3.06 1.65 0.143 2.86 1.60 0.126 3.09 1.78 0.155 3.00 1.59 0.132 08:00 3.99 1.23 0.150 3.71 1.29 0.145 4.08 1.20 0.151 3.63 1.35 0.147 3.49 1.51 0.155 3.66 1.37 0.148 3.61 1.40 0.149 09:00 4.67 1.15 0.174 4.86 1.09 0.172 4.14 1.14 0.148 3.88 1.21 0.143 3.68 1.50 0.167 3.61 1.32 0.143 3.66 1.24 0.137 10:00 4.60 1.15 0.169 5.06 1.12 0.189 3.67 1.28 0.141 3.82 1.26 0.145 3.53 1.45 0.152 3.76 1.25 0.141 3.91 1.31 0.156 11:00 4.62 1.20 0.178 4.12 1.28 0.165 3.69 1.39 0.154 3.38 1.47 0.146 3.22 1.56 0.143 3.46 1.39 0.142 3.52 1.32 0.137 12:00 4.29 1.26 0.170 4.01 1.38 0.171 3.47 1.32 0.134 2.94 1.40 0.114 3.44 1.57 0.158 3.25 1.48 0.137 3.56 1.33 0.140 13:00 3.87 1.29 0.153 4.21 1.27 0.169 3.26 1.57 0.147 2.87 1.52 0.118 3.21 1.58 0.145 3.32 1.41 0.135 3.35 1.39 0.135 14:00 4.01 1.15 0.142 4.05 1.09 0.136 3.28 1.32 0.125 2.85 1.52 0.118 2.85 1.60 0.125 2.93 1.47 0.119 3.18 1.24 0.112 15:00 3.61 1.28 0.137 4.11 1.19 0.153 3.06 1.41 0.121 2.81 1.51 0.116 2.84 1.75 0.136 3.04 1.59 0.136 3.22 1.26 0.116 16:00 3.80 1.47 0.169 4.00 1.28 0.159 3.18 1.58 0.144 2.91 1.53 0.123 2.84 1.72 0.134 2.98 1.65 0.137 3.37 1.36 0.133 17:00 3.85 1.37 0.159 3.49 1.45 0.150 3.45 1.40 0.142 3.38 1.40 0.137 2.95 1.62 0.133 3.00 1.52 0.127 3.18 1.55 0.140 18:00 3.88 1.47 0.175 3.62 1.50 0.163 3.58 1.50 0.160 3.14 1.62 0.146 3.19 1.69 0.154 3.05 1.58 0.136 3.32 1.70 0.163 19:00 3.82 1.51 0.175 3.76 1.53 0.175 3.56 1.58 0.168 3.13 1.59 0.142 3.23 1.69 0.156 3.19 1.58 0.144 3.59 1.59 0.170 20:00 3.93 1.57 0.188 4.11 1.34 0.172 3.48 1.62 0.167 3.44 1.53 0.155 3.42 1.76 0.177 3.27 1.64 0.155 3.48 1.58 0.162 21:00 3.76 1.57 0.180 3.29 1.62 0.155 3.50 1.63 0.169 3.00 1.65 0.139 3.17 1.73 0.156 3.19 1.70 0.156 3.19 1.57 0.143 22:00 3.63 1.78 0.193 2.79 1.68 0.128 2.88 1.73 0.138 2.72 1.69 0.125 2.93 1.86 0.151 2.75 1.81 0.136 2.97 1.79 0.149 23:00 3.25 1.88 0.176 2.55 1.66 0.112 2.53 1.66 0.111 2.25 1.46 0.083 2.30 1.79 0.105 2.45 1.78 0.114 2.50 1.80 0.117 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.41 04:45 1.88 10:10 5.73 1.47 09:55 0.91 23:40 2.05 0.144 0.144 04:05 0.045 11:15 0.229 3.39 05:30 2.11 09:45 5.80 1.49 09:45 0.91 07:25 2.09 0.142 0.142 05:25 0.079 10:30 0.235 3.05 05:05 1.86 08:45 4.75 1.46 09:20 0.81 22:05 1.92 0.126 0.126 05:05 0.055 18:45 0.201 2.84 04:35 1.82 10:50 4.96 1.46 09:20 0.84 13:20 1.92 0.115 0.115 03:50 0.048 18:50 0.180 2.75 04:55 1.44 08:45 4.21 1.49 05:00 0.74 13:25 1.99 0.118 0.118 05:00 0.022 12:35 0.208 2.82 04:00 1.56 09:15 5.04 1.51 10:45 0.98 07:00 2.14 0.118 0.118 03:55 0.034 09:15 0.225 2.95 03:25 1.69 10:10 5.09 1.46 14:35 0.88 23:25 1.95 0.120 0.120 04:55 0.045 19:35 0.209 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.03 1.48 0.883 0.126 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 109 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.33 1.81 0.107 2.37 1.78 0.108 2.07 1.55 0.078 2.11 1.61 0.083 2.07 1.57 0.079 2.10 1.62 0.083 2.32 1.67 0.100 01:00 2.13 1.63 0.086 2.23 1.61 0.090 1.93 1.31 0.060 1.99 1.43 0.068 1.95 1.30 0.060 1.94 1.41 0.064 1.88 1.32 0.058 02:00 2.05 1.52 0.076 2.15 1.51 0.080 1.79 1.17 0.048 1.96 1.42 0.066 1.96 1.22 0.056 1.80 1.25 0.051 1.76 1.17 0.046 03:00 1.89 1.32 0.059 1.97 1.36 0.064 1.80 1.15 0.047 1.89 1.30 0.057 1.85 1.24 0.053 1.82 1.26 0.053 1.73 1.14 0.044 04:00 1.78 1.26 0.051 2.04 1.35 0.066 1.71 1.03 0.039 1.82 1.26 0.053 1.86 1.22 0.053 1.85 1.30 0.056 1.71 1.15 0.044 05:00 1.83 1.34 0.057 1.92 1.32 0.060 1.80 1.25 0.052 1.88 1.31 0.058 1.96 1.36 0.064 1.90 1.38 0.062 1.84 1.18 0.051 06:00 2.12 1.55 0.080 2.27 1.56 0.090 2.33 1.68 0.101 2.67 1.51 0.107 2.48 1.73 0.112 2.40 1.75 0.110 2.20 1.60 0.088 07:00 2.51 1.55 0.100 2.66 1.63 0.116 3.18 1.55 0.138 3.20 1.65 0.151 3.33 1.54 0.147 3.25 1.59 0.147 3.12 1.61 0.141 08:00 3.55 1.19 0.123 3.40 1.34 0.130 3.74 1.26 0.141 3.93 1.25 0.150 4.26 1.12 0.150 4.16 1.08 0.140 4.35 1.09 0.151 09:00 4.12 1.23 0.159 4.36 1.23 0.171 3.87 1.11 0.131 4.03 1.15 0.145 4.27 1.11 0.150 4.46 1.03 0.147 4.38 1.03 0.144 10:00 4.28 1.13 0.154 4.40 1.19 0.168 3.76 1.21 0.139 4.03 1.14 0.143 4.28 1.12 0.151 4.01 1.08 0.135 4.19 1.18 0.156 11:00 3.92 1.28 0.154 4.15 1.24 0.161 3.39 1.35 0.134 3.80 1.26 0.145 4.04 1.20 0.150 3.96 1.13 0.137 4.25 1.12 0.151 12:00 3.85 1.44 0.169 3.46 1.43 0.145 3.19 1.39 0.126 3.45 1.26 0.127 3.69 1.26 0.138 3.60 1.23 0.132 3.98 1.20 0.146 13:00 3.77 1.34 0.153 3.75 1.41 0.161 3.82 1.25 0.145 3.69 1.31 0.145 3.33 1.36 0.131 3.69 1.13 0.125 3.53 1.25 0.130 14:00 3.95 1.20 0.146 4.18 1.24 0.163 3.27 1.29 0.122 3.39 1.24 0.123 3.38 1.30 0.126 3.22 1.35 0.124 3.60 1.21 0.128 15:00 3.71 1.39 0.157 3.85 1.42 0.167 3.68 1.17 0.129 3.31 1.41 0.135 3.26 1.33 0.123 3.35 1.37 0.132 3.64 1.32 0.143 16:00 3.64 1.39 0.152 3.68 1.49 0.166 3.41 1.25 0.125 3.38 1.42 0.140 3.34 1.32 0.127 3.39 1.27 0.127 3.89 1.25 0.148 17:00 3.88 1.34 0.160 3.81 1.35 0.155 3.66 1.27 0.140 3.51 1.41 0.147 3.58 1.26 0.133 3.65 1.29 0.142 4.02 1.25 0.156 18:00 3.84 1.41 0.165 3.59 1.46 0.155 4.03 1.12 0.140 3.96 1.34 0.164 3.92 1.27 0.153 3.68 1.28 0.142 4.26 1.09 0.147 19:00 3.80 1.37 0.160 3.74 1.41 0.160 3.85 1.26 0.147 3.75 1.47 0.168 3.99 1.27 0.157 3.86 1.32 0.155 4.42 1.10 0.155 20:00 3.85 1.39 0.163 3.73 1.47 0.165 3.76 1.28 0.145 4.00 1.38 0.171 3.99 1.25 0.153 3.96 1.28 0.157 4.00 1.35 0.166 21:00 3.51 1.51 0.157 3.36 1.57 0.154 3.60 1.31 0.141 3.83 1.35 0.158 3.80 1.36 0.158 4.03 1.23 0.154 4.25 1.31 0.176 22:00 3.31 1.66 0.160 2.70 1.85 0.135 3.21 1.51 0.139 3.05 1.75 0.150 3.14 1.65 0.147 3.07 1.63 0.140 3.81 1.37 0.158 23:00 2.89 1.81 0.145 2.19 1.58 0.087 2.43 1.71 0.107 2.29 1.70 0.098 2.38 1.80 0.110 2.46 1.83 0.117 3.03 1.79 0.152 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.19 05:20 1.65 09:30 4.93 1.42 08:10 0.79 00:35 1.95 0.129 0.129 03:05 0.042 21:55 0.209 3.16 05:50 1.79 09:50 5.04 1.45 10:25 1.01 22:20 1.95 0.130 0.130 03:20 0.050 09:40 0.208 3.05 04:20 1.56 13:25 4.73 1.31 04:25 0.88 07:00 1.99 0.113 0.113 04:25 0.030 20:50 0.178 3.12 05:00 1.74 08:55 4.59 1.39 09:45 0.94 22:40 1.92 0.123 0.123 05:00 0.045 08:20 0.197 3.17 05:00 1.74 08:50 4.90 1.34 16:20 0.84 23:15 1.95 0.120 0.120 04:20 0.039 21:10 0.191 3.15 03:15 1.70 09:30 5.00 1.34 21:50 0.82 06:45 1.95 0.118 0.118 02:40 0.046 20:50 0.197 3.34 04:50 1.60 08:55 5.26 1.28 09:10 0.84 07:35 1.90 0.124 0.124 01:50 0.035 21:05 0.203 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.17 1.36 0.857 0.122 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 110 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.56 1.68 0.114 2.47 1.56 0.101 2.13 1.42 0.074 2.27 1.38 0.079 2.09 1.48 0.076 2.24 1.65 0.093 2.59 1.13 0.078 01:00 2.33 1.43 0.085 2.20 1.34 0.073 2.00 1.18 0.057 1.89 1.27 0.056 1.88 1.36 0.060 2.05 1.58 0.078 2.46 1.01 0.065 02:00 2.11 1.39 0.073 2.02 1.20 0.059 1.95 1.10 0.051 1.80 1.24 0.051 1.79 1.23 0.050 2.09 1.59 0.081 2.27 0.91 0.052 03:00 2.09 1.33 0.068 1.84 0.94 0.040 1.93 1.05 0.047 1.75 1.14 0.045 1.65 1.16 0.042 1.87 1.37 0.060 2.13 0.76 0.040 04:00 2.09 1.28 0.065 1.85 0.91 0.039 1.83 1.02 0.043 1.77 1.20 0.048 1.70 1.23 0.047 1.86 1.37 0.059 2.16 0.65 0.035 05:00 2.01 1.23 0.059 1.93 0.91 0.041 1.96 1.27 0.060 2.03 1.41 0.069 1.90 1.38 0.063 1.92 1.46 0.066 2.25 1.06 0.057 06:00 2.34 1.58 0.095 2.06 1.18 0.059 2.42 1.73 0.109 2.61 1.59 0.110 2.69 1.71 0.125 2.71 1.76 0.130 2.44 1.78 0.113 07:00 3.37 1.48 0.141 2.81 1.39 0.103 3.70 1.33 0.135 3.11 1.52 0.134 3.12 1.50 0.132 3.37 1.57 0.152 2.99 1.73 0.143 08:00 4.33 1.13 0.155 3.80 1.14 0.129 3.60 1.37 0.145 3.44 1.35 0.136 3.82 1.19 0.138 4.23 1.18 0.156 3.59 1.26 0.135 09:00 4.92 1.00 0.158 4.50 1.07 0.155 4.27 1.15 0.155 3.62 1.20 0.130 4.14 0.92 0.119 4.04 1.11 0.139 3.94 1.11 0.135 10:00 5.08 1.08 0.182 5.24 1.00 0.176 4.02 1.16 0.144 3.72 1.17 0.132 4.04 0.96 0.120 3.58 1.17 0.125 3.85 1.16 0.136 11:00 4.64 1.12 0.169 4.49 1.20 0.172 3.48 1.43 0.145 3.73 1.17 0.132 3.72 1.20 0.136 3.60 1.21 0.130 3.63 1.23 0.133 12:00 4.49 1.26 0.182 4.11 1.29 0.165 3.34 1.29 0.126 3.71 1.15 0.125 3.59 1.39 0.148 3.62 1.22 0.132 3.28 1.37 0.129 13:00 4.27 1.27 0.172 3.78 1.22 0.138 3.85 1.12 0.130 3.04 1.50 0.128 3.47 1.38 0.141 3.72 1.16 0.131 3.44 1.38 0.140 14:00 4.35 1.16 0.161 3.90 1.20 0.143 3.62 1.22 0.131 3.04 1.29 0.109 3.67 1.17 0.129 3.56 1.15 0.122 3.38 1.37 0.134 15:00 4.12 1.13 0.146 3.85 1.29 0.151 3.44 1.26 0.126 3.16 1.33 0.118 3.35 1.34 0.130 3.65 1.20 0.131 3.40 1.38 0.137 16:00 4.21 1.15 0.152 3.63 1.27 0.138 3.02 1.56 0.132 3.44 1.16 0.118 3.40 1.31 0.130 3.41 1.28 0.128 3.28 1.38 0.130 17:00 3.88 1.26 0.150 3.60 1.31 0.141 3.42 1.36 0.134 3.20 1.43 0.131 3.38 1.39 0.136 3.54 1.32 0.139 3.28 1.56 0.148 18:00 4.04 1.30 0.164 3.73 1.24 0.137 3.49 1.42 0.147 3.36 1.38 0.135 3.74 1.31 0.147 3.89 1.30 0.156 3.43 1.50 0.151 19:00 4.23 1.21 0.162 3.71 1.43 0.160 3.33 1.58 0.154 3.32 1.59 0.155 3.97 1.45 0.178 3.75 1.39 0.159 3.50 1.48 0.153 20:00 4.02 1.26 0.156 3.61 1.33 0.143 3.52 1.37 0.143 3.56 1.41 0.149 3.76 1.39 0.159 3.93 1.32 0.160 3.54 1.53 0.162 21:00 3.68 1.33 0.147 3.44 1.40 0.142 3.24 1.54 0.144 3.49 1.46 0.151 3.28 1.52 0.145 3.77 1.34 0.154 3.99 1.45 0.178 22:00 3.28 1.46 0.138 2.90 1.70 0.136 2.87 1.63 0.130 2.89 1.73 0.139 2.84 1.71 0.133 3.30 1.37 0.132 3.49 1.54 0.159 23:00 2.71 1.62 0.119 2.39 1.62 0.100 2.43 1.47 0.092 2.33 1.66 0.099 2.34 1.72 0.103 2.85 1.25 0.099 2.68 1.81 0.130 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.55 05:00 1.90 09:30 6.02 1.30 09:35 0.71 07:10 1.92 0.134 0.134 05:40 0.053 12:10 0.216 3.24 05:20 1.76 10:45 5.79 1.26 05:05 0.64 22:50 1.82 0.118 0.118 05:05 0.033 11:00 0.211 3.04 04:05 1.79 07:40 5.41 1.34 07:40 0.67 06:50 1.95 0.115 0.115 04:15 0.040 18:55 0.192 2.93 03:55 1.68 12:20 4.96 1.36 12:15 0.69 15:05 1.88 0.112 0.112 03:30 0.041 19:10 0.182 3.06 03:20 1.53 09:25 4.82 1.35 09:50 0.62 06:20 1.88 0.116 0.116 03:20 0.035 19:20 0.193 3.19 04:00 1.70 08:50 4.87 1.35 09:15 0.91 00:50 1.92 0.121 0.121 04:00 0.049 06:40 0.207 3.12 05:35 1.84 21:10 4.60 1.32 04:50 0.54 06:55 2.07 0.120 0.120 03:55 0.031 21:35 0.199 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.16 1.32 0.836 0.119 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 111 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.35 1.76 0.107 0.02 2.39 1.84 0.113 2.11 1.64 0.084 2.10 1.43 0.074 2.17 1.54 0.084 2.20 1.52 0.084 2.12 1.47 0.076 01:00 2.15 1.54 0.082 0.11 2.23 1.74 0.097 1.93 1.42 0.065 1.88 1.06 0.046 1.82 1.25 0.052 1.97 1.33 0.063 1.95 1.25 0.058 02:00 2.08 1.56 0.080 0.02 2.22 1.73 0.096 1.91 1.35 0.061 1.73 1.03 0.040 1.80 1.20 0.049 1.83 1.20 0.051 1.85 1.19 0.051 03:00 1.92 1.44 0.066 1.83 1.42 0.060 1.83 1.37 0.058 1.76 1.16 0.046 1.80 1.18 0.048 1.79 1.16 0.047 1.79 1.14 0.047 04:00 1.80 1.29 0.053 1.80 1.35 0.055 1.84 1.33 0.056 1.75 1.16 0.046 1.84 1.35 0.057 1.74 1.11 0.043 1.98 1.29 0.060 05:00 1.82 1.37 0.057 1.83 1.36 0.057 2.02 1.47 0.072 1.96 1.27 0.059 2.08 1.48 0.076 1.93 1.27 0.058 2.01 1.34 0.065 06:00 2.09 1.54 0.078 2.16 1.58 0.085 2.50 1.75 0.115 2.63 1.60 0.114 2.57 1.65 0.112 2.70 1.57 0.114 2.60 1.62 0.112 07:00 2.55 1.64 0.109 2.66 1.51 0.108 3.13 1.62 0.142 3.17 1.52 0.137 3.12 1.50 0.132 3.20 1.46 0.133 3.22 1.44 0.134 08:00 3.46 1.29 0.129 3.74 1.18 0.133 3.74 1.33 0.149 3.73 1.21 0.136 3.42 1.31 0.131 3.51 1.24 0.128 3.74 1.24 0.140 09:00 4.63 1.09 0.163 4.50 1.11 0.161 4.03 1.10 0.138 3.61 1.22 0.132 3.27 1.31 0.124 3.64 1.15 0.125 3.56 1.26 0.134 10:00 4.64 1.25 0.185 4.78 1.11 0.171 3.94 1.25 0.151 3.85 1.13 0.134 3.22 1.38 0.127 3.30 1.32 0.126 3.56 1.21 0.125 11:00 4.52 1.28 0.183 4.10 1.26 0.161 3.46 1.35 0.136 3.65 1.18 0.130 3.33 1.31 0.127 3.43 1.28 0.129 3.52 1.22 0.127 12:00 4.09 1.36 0.174 4.04 1.23 0.154 3.75 1.33 0.149 3.35 1.38 0.134 3.52 1.22 0.125 3.16 1.33 0.119 3.64 1.25 0.136 13:00 4.11 1.41 0.180 3.87 1.29 0.153 3.51 1.22 0.126 2.92 1.40 0.113 3.22 1.29 0.119 3.27 1.23 0.114 3.70 1.24 0.138 14:00 4.23 1.29 0.172 3.83 1.27 0.148 3.35 1.30 0.126 3.23 1.18 0.108 3.41 1.27 0.126 3.14 1.24 0.110 3.30 1.28 0.122 15:00 4.15 1.25 0.162 3.92 1.27 0.153 3.02 1.47 0.125 3.19 1.29 0.115 3.05 1.41 0.121 3.11 1.24 0.110 3.44 1.29 0.129 16:00 3.63 1.44 0.157 3.64 1.33 0.145 2.89 1.62 0.129 3.53 1.17 0.122 3.03 1.55 0.132 3.34 1.25 0.118 3.51 1.28 0.130 17:00 3.45 1.41 0.144 3.65 1.38 0.151 3.11 1.54 0.134 3.18 1.47 0.135 3.45 1.23 0.125 3.24 1.33 0.123 3.72 1.17 0.133 18:00 3.88 1.28 0.152 3.55 1.48 0.156 3.45 1.51 0.153 3.40 1.41 0.141 3.57 1.28 0.137 3.56 1.32 0.141 3.65 1.27 0.138 19:00 4.11 1.27 0.162 3.74 1.31 0.148 3.20 1.56 0.143 3.30 1.53 0.147 3.75 1.31 0.149 3.74 1.35 0.154 3.69 1.42 0.158 20:00 3.98 1.26 0.154 3.61 1.37 0.148 2.89 1.68 0.134 3.43 1.51 0.152 3.45 1.43 0.145 3.53 1.46 0.152 3.70 1.44 0.161 21:00 3.80 1.34 0.156 3.26 1.49 0.140 3.15 1.57 0.142 3.26 1.48 0.140 3.23 1.53 0.142 3.44 1.52 0.152 3.86 1.39 0.165 22:00 3.27 1.65 0.155 2.72 1.76 0.129 2.96 1.57 0.129 3.01 1.67 0.141 2.84 1.61 0.127 2.98 1.65 0.137 3.15 1.45 0.130 23:00 2.80 1.82 0.140 2.31 1.85 0.108 2.36 1.62 0.098 2.31 1.66 0.097 2.39 1.61 0.099 2.35 1.62 0.097 2.97 1.68 0.140 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.31 05:30 1.63 11:00 5.91 1.41 09:40 0.91 00:10 1.95 0.133 0.133 04:45 0.043 11:00 0.232 0.15 3.18 03:25 1.70 10:20 5.76 1.43 10:15 0.84 23:15 1.99 0.126 0.126 04:45 0.048 10:25 0.202 2.92 04:15 1.68 09:15 4.90 1.46 09:30 0.77 06:25 2.12 0.117 0.117 04:10 0.048 12:00 0.188 2.91 02:35 1.53 10:35 4.36 1.34 14:30 0.77 06:30 1.85 0.110 0.110 03:05 0.032 19:35 0.173 2.89 01:45 1.63 19:25 4.32 1.38 14:10 0.84 06:20 1.82 0.111 0.111 01:45 0.037 19:25 0.176 2.92 04:45 1.65 21:10 4.52 1.34 16:00 0.84 22:30 1.82 0.109 0.109 04:45 0.034 19:30 0.184 3.09 03:15 1.58 13:40 4.51 1.33 16:20 0.76 23:40 1.82 0.117 0.117 03:15 0.036 20:35 0.199 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.03 1.38 0.824 0.118 0.15 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 112 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 2.31 1.63 0.096 2.54 1.70 0.114 1.93 1.41 0.064 2.07 1.37 0.069 1.86 1.23 0.053 2.03 1.43 0.070 2.36 1.64 0.100 01:00 2.02 1.52 0.074 2.00 1.52 0.073 1.87 1.32 0.058 2.07 1.46 0.073 1.69 1.01 0.038 1.72 1.12 0.043 2.02 1.44 0.070 02:00 2.02 1.39 0.068 2.00 1.44 0.069 1.84 1.25 0.053 1.94 1.15 0.053 1.57 0.90 0.031 1.68 1.09 0.041 1.87 1.39 0.060 03:00 1.85 1.26 0.054 1.87 1.29 0.057 1.82 1.21 0.050 1.74 1.06 0.042 1.56 0.80 0.027 1.69 1.08 0.041 1.91 1.39 0.062 04:00 1.72 1.19 0.046 1.79 1.21 0.049 1.85 1.21 0.052 1.78 1.11 0.045 1.41 0.72 0.021 1.72 1.06 0.041 1.92 1.41 0.064 05:00 1.74 1.16 0.045 1.85 1.26 0.054 1.93 1.35 0.062 1.85 1.25 0.054 1.91 1.11 0.050 1.87 1.23 0.054 2.01 1.44 0.070 06:00 2.12 1.48 0.077 1.97 1.38 0.065 2.65 1.62 0.116 2.51 1.64 0.109 2.58 1.55 0.108 2.39 1.46 0.091 2.72 1.69 0.125 07:00 3.04 1.30 0.110 2.93 1.24 0.099 3.36 1.27 0.124 3.23 1.48 0.137 3.50 1.32 0.136 3.31 1.35 0.128 3.41 1.50 0.150 08:00 4.07 1.04 0.131 4.23 1.11 0.146 4.04 1.18 0.148 3.91 1.21 0.145 3.70 1.20 0.134 3.84 1.19 0.137 3.82 1.32 0.152 09:00 4.34 1.16 0.161 4.74 1.08 0.166 4.27 1.12 0.151 3.78 1.23 0.141 3.78 1.16 0.133 3.67 1.12 0.123 4.21 1.06 0.141 10:00 4.56 1.13 0.166 4.92 1.16 0.189 3.70 1.20 0.133 3.48 1.33 0.135 3.67 1.13 0.125 3.39 1.27 0.126 3.86 1.23 0.145 11:00 4.44 1.17 0.166 4.86 1.12 0.179 3.39 1.29 0.128 3.34 1.45 0.142 3.31 1.17 0.112 3.00 1.37 0.114 3.53 1.33 0.140 12:00 4.20 1.18 0.155 4.72 1.14 0.175 3.46 1.26 0.129 3.11 1.47 0.130 3.57 1.23 0.130 3.12 1.37 0.121 3.60 1.29 0.139 13:00 4.34 1.14 0.158 4.54 1.12 0.164 3.37 1.14 0.111 3.14 1.44 0.128 3.47 1.16 0.118 3.20 1.40 0.126 3.53 1.22 0.128 14:00 4.30 1.01 0.138 4.63 1.17 0.176 3.20 1.24 0.113 2.91 1.46 0.117 3.46 1.20 0.122 2.92 1.47 0.119 3.61 1.29 0.139 15:00 4.20 1.05 0.139 4.58 1.18 0.172 3.32 1.20 0.115 2.89 1.45 0.115 3.24 1.30 0.120 3.01 1.65 0.139 3.45 1.17 0.118 16:00 4.10 1.14 0.146 4.66 1.11 0.167 3.43 1.39 0.140 3.04 1.64 0.140 3.18 1.39 0.127 2.96 1.52 0.124 3.46 1.28 0.131 17:00 4.08 1.14 0.145 4.77 1.22 0.190 3.31 1.44 0.138 2.87 1.64 0.130 3.24 1.35 0.126 2.97 1.47 0.121 3.58 1.25 0.134 18:00 4.34 1.13 0.155 4.02 1.32 0.165 3.36 1.38 0.135 2.91 1.64 0.132 3.17 1.39 0.126 3.13 1.48 0.133 3.60 1.32 0.142 19:00 4.08 1.17 0.148 3.85 1.28 0.151 3.51 1.39 0.145 2.69 1.65 0.119 3.21 1.51 0.140 3.67 1.44 0.160 3.51 1.39 0.144 20:00 4.28 1.12 0.152 4.10 1.21 0.155 3.68 1.38 0.154 3.05 1.48 0.126 3.40 1.42 0.142 3.56 1.53 0.162 3.63 1.36 0.148 21:00 3.91 1.24 0.148 3.57 1.37 0.146 3.21 1.48 0.137 3.21 1.49 0.138 3.28 1.43 0.136 3.36 1.57 0.154 3.45 1.38 0.140 22:00 3.32 1.40 0.135 2.99 1.51 0.126 2.92 1.73 0.140 2.66 1.63 0.117 2.70 1.63 0.119 3.00 1.69 0.142 3.43 1.44 0.146 23:00 2.81 1.60 0.123 2.44 1.72 0.109 2.42 1.72 0.108 2.26 1.57 0.090 2.20 1.65 0.091 2.66 1.77 0.127 3.28 1.55 0.148 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.42 05:10 1.57 10:55 5.12 1.24 14:25 0.76 00:00 1.78 0.122 0.122 05:00 0.037 10:05 0.193 3.52 03:50 1.58 15:45 5.91 1.29 09:45 0.81 23:10 1.87 0.132 0.132 03:45 0.042 10:30 0.238 2.99 02:45 1.64 09:00 4.98 1.34 13:30 0.89 22:55 1.95 0.113 0.113 02:45 0.040 20:50 0.177 2.77 03:15 1.66 08:40 4.32 1.43 02:25 0.94 06:40 1.99 0.110 0.110 03:25 0.035 08:55 0.181 2.86 04:45 1.29 10:05 4.44 1.25 04:20 0.61 06:50 1.82 0.103 0.103 04:40 0.016 19:35 0.168 2.83 03:30 1.51 08:10 4.51 1.38 08:20 0.82 23:00 1.85 0.110 0.110 03:30 0.029 19:25 0.191 3.16 03:05 1.77 09:55 4.68 1.37 14:55 0.84 06:25 1.88 0.122 0.122 02:05 0.051 07:05 0.173 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.08 1.33 0.811 0.116 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 113 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 2.77 1.37 0.103 2.59 1.30 0.089 01:00 2.50 1.26 0.082 2.41 1.17 0.073 02:00 2.44 1.21 0.077 2.20 1.07 0.059 03:00 2.26 1.15 0.066 1.87 0.84 0.037 04:00 2.12 1.08 0.056 1.77 0.77 0.031 05:00 2.12 1.08 0.056 1.87 0.75 0.033 06:00 2.48 1.26 0.082 2.26 1.08 0.062 07:00 3.00 1.27 0.106 2.84 1.11 0.086 08:00 3.58 1.21 0.129 3.79 1.19 0.138 09:00 4.39 1.09 0.153 4.40 1.13 0.159 10:00 4.75 1.10 0.171 4.99 1.07 0.176 11:00 4.36 1.25 0.173 4.44 1.20 0.170 12:00 4.09 1.32 0.167 4.17 1.18 0.155 13:00 3.95 1.27 0.155 4.47 1.08 0.155 14:00 3.98 1.20 0.148 4.07 1.15 0.146 15:00 3.88 1.23 0.145 4.18 1.06 0.139 16:00 4.05 1.19 0.150 4.08 1.24 0.158 17:00 3.77 1.21 0.138 4.15 1.18 0.153 18:00 3.65 1.21 0.132 4.15 1.26 0.163 19:00 3.74 1.28 0.145 3.77 1.30 0.149 20:00 3.75 1.27 0.144 3.69 1.38 0.155 21:00 3.78 1.31 0.150 3.27 1.35 0.127 22:00 3.02 1.42 0.121 3.00 1.45 0.122 23:00 2.95 1.44 0.119 2.48 1.28 0.083 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max 3.39 04:55 1.87 10:45 5.18 1.24 07:00 0.77 23:00 1.62 0.124 0.124 04:55 0.044 11:00 0.218 3.37 05:15 1.54 10:00 5.71 1.15 05:10 0.61 22:15 1.55 0.117 0.117 05:15 0.020 11:50 0.213 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 3.38 1.19 0.241 0.121 9D-60, Pipe Height: 9.38 in Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 114 of 176 Site 9D-AH206 functioned under normal conditions during the period Saturday, February 22, 2014 to Sunday, May 11, 2014 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free-flowing throughout the study period. A data gap is present from Tuesday, April 8, 2014 through Thursday, April 17, 2014. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Average flow depth, velocity, and quantity data observed during Saturday, February 22, 2014 to Sunday, May 11, 2014 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5- minute data intervals. In regards to depth, this site flows at 42.0% full at its recorded peak of 4.87 inches and approximately 17.3% full during its recorded average depth of 2.01 inches. Data uptime observed during the Saturday, February 22, 2014 to the Sunday, May 11, 2014 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Downtime is due to a monitor malfunction from Tuesday, April 8, 2014 through Thursday, April 17, 2014. Site Commentary Site Information 9D-AH206 Pipe Dimensions 11.63 " Silt Level 0.00" Overview Observations Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 2.01 1.75 0.111 Minimum 0.59 0.37 0.006 Maximum 4.87 3.08 0.385 Time of Minimum 3/29/2014 12:40 AM 2/24/2014 3:40 AM 2/24/2014 3:40 AM Time of Maximum 3/16/2014 10:40 AM 3/26/2014 7:50 AM 4/20/2014 8:30 AM Data Quality Percent Uptime Depth (in)89 Velocity (ft/s)89 Quantity (MGD)89 Page115 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/20/14 JG 9D-AH206 385 Beech AVE X Monitor S/N:1326 9D-AH206 N/A 11.63" 11.63" N/A 204.0" Precast / Good VCP / Lined / Good x 2/20/14 @ 11:00 a.m. 2.49" .25 2.20 0.00" Standard installation Ultrasonic Sensor / Velocity Sensor No Evidence of Surcharge RG 1 ADS SiteLocation 11.63" x 11.63"9D-AH206 Site Map NAccess Map N Planar NCross Section Drive Low depth with moderate velocity Monitor Series:3600 174.0"N/A N/A N/A N/A N/A N/A DNI DNI Sensor Location FlowDir. Page 116 of 176 Page 117 of 176 Page 118 of 176 Page 119 of 176 Page 120 of 176 Page 121 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 06:35 1.04 12:05 3.75 2.09 02:20 0.57 18:30 2.76 1.81 04:20 0.014 12:05 0.296 0.122 0.122 2/23/2014 05:15 0.88 13:25 3.82 1.87 03:50 0.54 09:55 2.86 1.71 03:50 0.010 13:25 0.294 0.101 0.101 2/24/2014 03:10 0.84 13:50 3.74 1.86 03:40 0.37 07:40 2.76 1.61 03:40 0.006 08:35 0.289 0.094 0.094 2/25/2014 03:45 0.95 11:25 3.41 1.86 03:10 0.37 10:15 2.46 1.57 03:15 0.007 10:50 0.226 0.089 0.089 0.11 2/26/2014 04:25 0.86 08:55 3.31 1.85 04:10 0.40 08:20 2.47 1.52 04:10 0.007 11:20 0.224 0.085 0.085 2/27/2014 04:05 0.96 09:15 3.48 1.83 03:25 0.44 21:00 2.69 1.66 04:05 0.009 13:50 0.242 0.089 0.089 0.14 2/28/2014 01:15 0.91 10:25 3.29 1.72 02:40 0.50 08:05 2.76 1.78 02:45 0.009 11:00 0.278 0.089 0.089 1.01 3/1/2014 03:05 0.87 14:35 3.37 1.80 03:45 0.44 07:25 2.83 1.81 04:00 0.008 14:35 0.251 0.099 0.099 0.64 3/2/2014 04:50 0.83 11:10 3.13 1.79 05:25 0.44 08:45 2.66 1.71 05:25 0.007 10:20 0.236 0.094 0.094 0.09 3/3/2014 23:25 1.01 08:35 3.20 1.73 03:35 0.37 07:45 2.89 1.82 03:35 0.010 09:35 0.233 0.089 0.089 0.01 3/4/2014 03:30 0.82 09:20 3.49 1.79 03:30 0.50 06:50 2.63 1.57 03:30 0.007 08:25 0.230 0.085 0.085 3/5/2014 03:55 0.83 10:00 3.40 1.94 02:30 0.47 07:40 2.39 1.49 03:10 0.007 13:15 0.235 0.091 0.091 3/6/2014 05:45 0.98 18:00 3.45 1.99 04:30 0.40 07:50 2.52 1.54 04:30 0.010 18:00 0.243 0.095 0.095 3/7/2014 03:10 0.99 11:10 3.54 1.95 03:55 0.50 16:20 2.74 1.66 04:00 0.011 15:20 0.249 0.099 0.099 3/8/2014 04:15 0.96 10:30 3.81 2.15 04:10 0.47 18:20 2.76 1.78 04:10 0.009 10:30 0.274 0.124 0.124 3/9/2014 23:35 1.13 11:05 3.60 2.21 03:20 0.64 21:00 2.69 1.78 04:35 0.019 11:05 0.284 0.126 0.126 3/10/2014 05:30 1.05 09:35 3.86 2.03 03:10 0.54 06:55 2.84 1.76 03:10 0.016 09:35 0.284 0.111 0.111 3/11/2014 04:15 1.00 07:35 3.82 1.99 03:20 0.57 06:50 2.96 1.75 04:15 0.011 07:35 0.298 0.109 0.109 3/12/2014 04:00 0.83 09:25 3.44 1.87 02:50 0.47 06:10 2.83 1.84 02:50 0.008 13:30 0.276 0.106 0.106 3/13/2014 03:25 0.78 08:10 4.03 2.00 01:35 0.45 07:05 2.96 1.86 01:40 0.007 08:10 0.286 0.118 0.118 3/14/2014 06:00 0.79 10:25 3.77 1.99 05:10 0.71 15:20 2.81 1.92 05:10 0.012 10:25 0.284 0.118 0.118 3/15/2014 04:00 0.85 09:45 4.28 2.24 03:50 0.52 22:05 2.79 1.86 03:50 0.009 13:50 0.362 0.140 0.140 3/16/2014 05:15 0.83 10:40 4.87 2.23 05:15 0.57 07:50 2.73 1.83 05:15 0.009 09:15 0.376 0.138 0.138 3/17/2014 04:20 0.64 10:15 4.01 1.90 03:15 0.61 07:30 2.83 1.89 02:25 0.010 10:15 0.304 0.111 0.111 3/18/2014 01:30 0.80 10:15 3.87 1.94 01:40 0.62 08:15 2.88 1.91 01:40 0.010 10:15 0.317 0.116 0.116 3/19/2014 05:25 0.85 08:25 4.01 2.01 03:05 0.77 15:25 2.71 1.84 03:00 0.014 08:20 0.330 0.118 0.118 3/20/2014 03:30 0.89 09:30 3.75 2.00 04:30 0.74 11:40 2.89 1.88 04:40 0.014 09:30 0.295 0.117 0.117 3/21/2014 02:55 0.93 09:40 4.02 2.07 02:55 0.67 07:30 2.83 1.96 02:55 0.012 10:05 0.333 0.129 0.129 3/22/2014 04:00 0.85 18:50 4.12 2.19 05:35 0.98 07:55 2.81 1.98 04:00 0.017 10:40 0.342 0.139 0.139 3/23/2014 06:00 0.86 09:25 4.41 2.13 04:20 0.94 07:55 2.79 1.92 04:20 0.017 08:10 0.319 0.131 0.131 3/24/2014 05:20 0.83 09:25 3.96 1.94 03:35 0.84 07:35 2.98 1.93 03:35 0.015 09:25 0.318 0.115 0.115 3/25/2014 04:00 0.84 09:20 4.26 1.95 05:05 0.81 10:35 2.78 1.91 05:05 0.014 09:20 0.357 0.117 0.117 3/26/2014 04:15 0.88 08:50 3.73 1.97 02:15 0.74 07:50 3.08 1.88 02:15 0.013 08:55 0.294 0.116 0.116 0.01 3/27/2014 03:25 0.85 07:45 3.96 1.93 02:30 0.81 14:10 2.83 1.85 04:35 0.015 07:45 0.294 0.110 0.110 3/28/2014 02:20 0.88 09:55 4.18 2.08 05:00 0.74 20:40 2.91 1.89 05:00 0.014 09:15 0.318 0.125 0.125 3/29/2014 00:40 0.59 14:40 4.03 2.21 03:10 0.81 19:25 2.95 1.91 03:10 0.015 14:40 0.316 0.138 0.138 3/30/2014 04:10 0.86 10:30 4.87 2.18 05:25 0.84 21:55 2.88 1.90 05:25 0.015 10:30 0.382 0.135 0.135 3/31/2014 04:05 0.88 09:35 3.93 1.86 04:50 0.71 11:40 2.79 1.94 04:50 0.012 09:35 0.320 0.110 0.110 4/1/2014 04:05 0.78 09:10 4.19 1.80 04:40 0.54 07:50 2.83 1.90 04:40 0.008 09:05 0.369 0.103 0.103 0.22 4/2/2014 06:45 0.79 11:25 4.25 1.70 05:40 0.44 14:00 2.76 1.88 05:40 0.008 11:25 0.297 0.094 0.094 0.21 4/3/2014 03:00 0.82 09:30 3.84 1.98 02:50 0.54 07:45 2.89 1.77 02:50 0.009 08:40 0.291 0.112 0.112 4/4/2014 04:15 1.11 15:10 4.01 2.19 04:25 0.61 07:45 2.59 1.77 04:25 0.015 15:05 0.301 0.124 0.124 4/5/2014 02:35 1.16 10:10 3.99 2.25 02:35 0.67 20:20 3.03 1.82 02:35 0.017 11:10 0.333 0.132 0.132 4/6/2014 02:20 0.98 09:50 4.18 2.10 04:15 0.45 07:45 2.69 1.79 04:50 0.010 10:45 0.334 0.122 0.122 4/7/2014 06:20 0.95 08:40 3.60 1.79 02:10 0.84 09:10 2.96 1.85 03:10 0.017 09:10 0.292 0.097 0.097 4/8/2014 05:00 1.01 10:50 3.41 1.74 04:05 0.54 08:20 2.91 1.67 04:05 0.011 09:20 0.244 0.086 0.063 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 9D-AH206, Pipe Height: 11.63 in Page 122 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 4/10/2014 4/11/2014 4/12/2014 4/13/2014 4/14/2014 4/15/2014 4/16/2014 4/17/2014 23:35 1.07 21:50 3.71 2.15 23:40 1.14 15:50 2.81 2.12 23:40 0.026 21:55 0.288 0.132 0.060 4/18/2014 03:00 0.86 18:50 4.15 2.16 04:00 0.64 07:50 3.00 1.82 04:00 0.011 08:30 0.320 0.130 0.130 4/19/2014 04:30 0.88 09:40 4.76 2.24 02:20 0.77 07:25 2.68 1.85 04:05 0.014 10:10 0.363 0.138 0.138 4/20/2014 04:15 0.90 08:30 4.15 2.13 05:40 0.59 08:10 2.74 1.79 05:40 0.012 08:30 0.385 0.124 0.124 4/21/2014 05:05 0.92 09:05 3.93 1.85 02:25 0.52 11:30 2.74 1.78 03:10 0.010 13:50 0.313 0.101 0.101 4/22/2014 01:40 0.84 12:20 3.57 1.78 05:20 0.39 08:00 2.74 1.80 04:15 0.010 10:55 0.273 0.096 0.096 4/23/2014 05:20 0.83 09:55 3.80 2.02 04:05 0.47 14:00 2.73 1.60 04:00 0.008 14:20 0.277 0.103 0.103 4/24/2014 02:45 1.14 15:20 3.59 2.11 02:40 0.49 16:25 2.37 1.57 02:40 0.012 09:30 0.261 0.104 0.104 4/25/2014 04:10 1.24 09:30 3.51 2.24 02:20 0.67 11:15 2.29 1.56 02:20 0.021 21:15 0.240 0.108 0.108 4/26/2014 04:10 1.42 09:40 4.04 2.30 03:40 0.71 13:15 2.49 1.61 04:10 0.025 09:40 0.307 0.117 0.117 0.15 4/27/2014 04:45 1.16 10:15 4.26 2.22 03:15 0.50 07:45 2.47 1.59 03:15 0.015 10:20 0.333 0.113 0.113 4/28/2014 05:00 1.12 09:15 3.48 2.10 04:15 0.54 08:35 2.44 1.56 05:00 0.013 09:25 0.264 0.101 0.101 4/29/2014 03:55 1.15 15:50 3.69 2.16 02:55 0.57 16:25 2.39 1.56 03:50 0.014 15:50 0.271 0.106 0.106 4/30/2014 03:20 1.36 17:50 3.07 2.04 04:45 0.56 06:30 2.51 1.62 04:45 0.020 12:55 0.209 0.099 0.099 5/1/2014 05:15 1.04 16:00 3.63 2.03 02:30 0.57 08:00 2.52 1.56 05:15 0.012 16:00 0.290 0.098 0.098 5/2/2014 05:10 1.19 16:20 3.71 2.17 03:30 0.71 10:20 2.47 1.64 05:05 0.019 16:20 0.269 0.109 0.109 5/3/2014 05:10 1.35 08:20 4.12 2.46 04:10 0.61 22:05 2.57 1.67 04:10 0.020 18:20 0.327 0.135 0.135 5/4/2014 04:15 1.16 09:45 4.28 2.32 04:05 0.54 08:40 2.57 1.67 04:50 0.013 09:45 0.306 0.127 0.127 5/5/2014 04:20 1.27 10:35 3.56 2.10 04:20 0.54 14:05 2.46 1.59 04:20 0.015 10:35 0.254 0.102 0.102 5/6/2014 04:00 1.11 09:55 3.36 1.90 04:00 0.44 11:40 2.52 1.53 04:00 0.010 09:55 0.257 0.086 0.086 5/7/2014 02:45 1.18 09:45 3.27 1.98 03:50 0.40 08:50 2.36 1.54 02:40 0.012 09:45 0.251 0.093 0.093 5/8/2014 04:10 0.99 09:40 3.55 1.82 03:10 0.50 07:25 2.57 1.63 03:40 0.011 09:40 0.261 0.088 0.088 5/9/2014 04:05 0.86 09:50 3.73 1.89 03:15 0.57 08:40 2.74 1.74 03:20 0.010 09:50 0.288 0.102 0.102 5/10/2014 04:00 0.88 09:35 4.16 2.04 04:55 0.50 06:55 2.91 1.75 04:55 0.009 09:35 0.319 0.116 0.116 5/11/2014 04:05 0.88 13:05 3.83 2.06 03:55 0.49 12:00 2.64 1.77 04:00 0.009 10:05 0.302 0.119 0.119 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 2.01 1.75 7.759 0.111 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 123 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.24 1.29 0.035 1.21 1.29 0.035 1.08 0.95 0.021 1.33 1.14 0.035 1.24 0.97 0.027 1.29 0.96 0.028 1.15 1.00 0.025 0.02 01:00 1.25 0.96 0.027 1.03 0.93 0.020 0.98 0.60 0.012 1.17 0.94 0.024 1.15 0.86 0.022 1.25 1.21 0.034 1.00 0.77 0.015 0.01 02:00 1.20 0.68 0.018 0.98 0.90 0.018 0.99 0.63 0.012 1.14 0.87 0.021 1.03 0.57 0.012 1.15 0.88 0.022 1.00 0.68 0.014 0.03 03:00 1.21 0.85 0.022 0.98 0.82 0.016 0.91 0.59 0.011 1.00 0.49 0.010 1.06 0.75 0.016 1.09 0.79 0.018 1.13 0.99 0.024 0.02 04:00 1.14 0.88 0.021 1.04 0.85 0.018 0.95 0.76 0.014 1.02 0.54 0.011 0.97 0.54 0.011 1.04 1.01 0.022 0.04 1.15 1.20 0.029 0.15 05:00 1.18 1.04 0.026 0.98 0.82 0.016 0.97 0.86 0.016 1.09 0.72 0.016 1.08 0.78 0.017 1.22 1.11 0.030 0.03 1.23 1.40 0.038 0.06 06:00 1.23 1.39 0.039 1.20 1.33 0.036 1.24 1.71 0.048 1.51 1.31 0.051 1.55 1.44 0.063 1.59 1.55 0.063 0.01 1.29 1.60 0.047 0.01 07:00 2.04 2.30 0.130 1.59 2.30 0.091 1.71 2.33 0.103 2.13 2.07 0.126 1.97 1.96 0.105 2.27 2.05 0.135 0.01 1.50 2.01 0.075 0.01 08:00 2.73 2.25 0.191 2.41 2.19 0.158 2.46 2.29 0.170 2.38 1.98 0.139 2.53 2.05 0.155 2.52 1.80 0.138 0.01 2.32 2.26 0.153 0.02 09:00 2.94 2.24 0.212 2.73 2.29 0.196 2.89 2.27 0.210 2.54 1.97 0.153 2.52 1.84 0.141 2.93 2.04 0.192 0.02 2.54 2.24 0.171 10:00 2.98 2.30 0.222 2.82 2.25 0.200 2.57 2.12 0.166 2.64 2.01 0.166 0.09 2.62 1.88 0.153 2.54 2.05 0.159 0.01 2.58 2.18 0.176 0.03 11:00 2.77 2.13 0.185 2.76 2.13 0.186 2.50 2.09 0.158 2.63 1.85 0.149 0.02 2.65 1.87 0.154 2.80 1.77 0.157 2.43 2.07 0.151 0.18 12:00 3.01 2.13 0.207 2.44 2.10 0.154 2.11 1.88 0.111 2.41 1.82 0.131 2.33 1.82 0.125 2.54 1.80 0.139 2.36 2.20 0.155 0.20 13:00 3.01 2.16 0.209 2.65 2.02 0.171 2.64 1.94 0.158 2.42 1.86 0.134 2.45 2.04 0.149 2.41 2.06 0.147 2.03 2.10 0.120 14:00 2.86 2.11 0.191 2.55 2.11 0.165 2.53 1.80 0.140 2.24 1.95 0.126 2.11 1.80 0.107 2.21 2.17 0.139 2.04 2.01 0.115 15:00 2.83 2.11 0.189 2.61 2.05 0.168 2.20 1.91 0.120 2.03 1.91 0.109 2.03 1.86 0.105 1.84 2.03 0.099 1.95 1.90 0.101 0.15 16:00 2.51 2.24 0.172 2.45 1.98 0.147 2.48 1.61 0.122 2.14 2.00 0.121 2.02 1.79 0.099 1.64 1.99 0.082 2.17 2.15 0.133 0.01 17:00 2.54 2.07 0.163 2.07 1.98 0.117 2.20 1.78 0.111 2.20 1.85 0.118 2.00 1.73 0.096 1.86 2.01 0.100 1.81 2.20 0.105 0.03 18:00 2.38 2.24 0.156 2.10 1.99 0.118 2.17 1.84 0.115 1.94 1.82 0.096 1.81 1.62 0.077 1.81 1.91 0.092 1.85 2.17 0.106 19:00 2.27 2.13 0.140 2.09 1.99 0.118 2.16 1.96 0.120 1.91 1.97 0.102 2.01 1.88 0.104 1.67 1.87 0.080 1.71 2.24 0.098 20:00 1.95 2.30 0.121 1.96 1.82 0.098 1.96 1.92 0.102 2.06 1.98 0.114 2.08 1.81 0.105 1.67 1.84 0.077 1.82 2.24 0.107 21:00 1.75 2.01 0.091 1.70 1.91 0.082 1.92 1.84 0.096 1.91 1.84 0.094 1.94 1.88 0.099 1.80 2.06 0.099 1.56 1.89 0.071 0.02 22:00 1.64 1.85 0.076 1.33 1.48 0.045 1.61 1.67 0.067 1.55 1.56 0.059 1.63 1.42 0.058 1.37 1.46 0.047 1.37 1.76 0.056 0.03 23:00 1.55 1.89 0.073 1.23 1.40 0.039 1.38 1.35 0.044 1.28 1.14 0.033 1.53 1.36 0.052 1.29 1.32 0.039 0.01 1.22 1.55 0.041 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.09 06:35 1.04 12:05 3.75 1.81 02:20 0.57 18:30 2.76 0.122 0.122 04:20 0.014 12:05 0.296 1.87 05:15 0.88 13:25 3.82 1.71 03:50 0.54 09:55 2.86 0.101 0.101 03:50 0.010 13:25 0.294 1.86 03:10 0.84 13:50 3.74 1.61 03:40 0.37 07:40 2.76 0.094 0.094 03:40 0.006 08:35 0.289 1.86 03:45 0.95 11:25 3.41 1.57 03:10 0.37 10:15 2.46 0.089 0.089 03:15 0.007 10:50 0.226 0.11 1.85 04:25 0.86 08:55 3.31 1.52 04:10 0.40 08:20 2.47 0.085 0.085 04:10 0.007 11:20 0.224 1.83 04:05 0.96 09:15 3.48 1.66 03:25 0.44 21:00 2.69 0.089 0.089 04:05 0.009 13:50 0.242 0.14 1.72 01:15 0.91 10:25 3.29 1.78 02:40 0.50 08:05 2.76 0.089 0.089 02:45 0.009 11:00 0.278 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.87 1.67 0.668 0.095 1.26 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 124 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.14 1.31 0.032 0.32 1.11 1.29 0.030 1.27 1.21 0.034 1.02 1.10 0.023 1.11 0.97 0.023 1.23 0.96 0.026 1.27 1.05 0.030 01:00 1.07 1.13 0.025 0.12 1.07 1.14 0.025 1.25 1.10 0.030 1.14 1.13 0.032 1.00 0.79 0.016 1.28 0.82 0.024 1.25 0.98 0.028 02:00 0.98 0.77 0.015 0.98 0.90 0.018 1.14 0.95 0.023 0.94 0.74 0.013 0.93 0.67 0.012 1.24 0.59 0.016 1.11 0.80 0.019 03:00 0.94 0.62 0.011 0.90 0.67 0.011 1.22 0.76 0.020 0.86 0.61 0.010 0.87 0.56 0.009 1.27 0.76 0.022 1.06 0.65 0.014 04:00 0.99 0.78 0.015 0.92 0.71 0.013 1.33 0.65 0.020 0.92 0.67 0.012 1.01 0.79 0.017 1.23 0.69 0.019 1.16 0.87 0.022 05:00 1.01 0.80 0.017 0.90 0.67 0.012 0.01 1.64 0.96 0.040 0.93 0.95 0.017 1.23 0.87 0.024 1.26 0.93 0.026 1.29 0.99 0.029 06:00 1.18 1.38 0.036 0.01 1.12 1.22 0.029 1.77 1.33 0.059 1.27 1.75 0.052 1.47 1.42 0.051 1.42 1.29 0.045 1.41 1.23 0.042 07:00 2.16 2.15 0.139 1.72 2.32 0.104 0.02 1.84 2.45 0.122 1.92 2.09 0.110 2.07 1.99 0.116 2.12 1.99 0.122 2.19 1.95 0.122 08:00 2.39 2.34 0.167 2.12 2.35 0.139 2.42 2.33 0.169 0.01 2.49 2.02 0.152 2.56 1.97 0.154 2.50 2.00 0.151 2.55 2.07 0.162 09:00 2.54 2.23 0.172 0.03 2.54 2.32 0.178 0.04 2.45 2.18 0.161 2.71 1.94 0.164 2.69 1.84 0.154 2.89 1.99 0.184 2.84 1.96 0.176 10:00 2.45 2.23 0.164 0.02 2.66 2.21 0.183 0.02 2.29 2.28 0.153 2.54 2.02 0.156 2.77 1.77 0.155 2.63 1.92 0.156 2.98 1.89 0.182 11:00 2.47 2.13 0.157 2.59 2.12 0.168 2.13 2.29 0.136 2.35 1.84 0.127 2.91 1.73 0.163 2.65 1.93 0.157 2.73 1.84 0.157 12:00 2.49 2.21 0.166 2.32 2.13 0.146 2.01 2.18 0.120 2.22 1.82 0.117 2.49 1.92 0.143 2.47 1.93 0.143 2.53 1.95 0.150 13:00 2.08 2.22 0.128 2.24 2.24 0.145 2.13 2.27 0.135 2.23 1.83 0.117 2.63 1.81 0.148 2.55 1.94 0.151 2.60 1.86 0.150 14:00 2.69 2.08 0.176 2.49 2.16 0.162 2.13 2.20 0.133 2.43 1.82 0.134 2.45 1.68 0.123 2.35 1.88 0.130 2.43 1.90 0.138 15:00 2.38 2.08 0.147 2.36 1.95 0.137 1.75 2.28 0.104 2.23 1.84 0.120 2.38 1.74 0.122 2.08 1.83 0.107 2.56 1.83 0.147 16:00 2.15 2.14 0.130 0.03 2.23 1.99 0.131 1.81 2.22 0.105 2.15 1.89 0.116 1.95 1.76 0.093 2.37 1.82 0.128 1.99 1.96 0.108 17:00 1.85 2.23 0.109 0.08 2.01 1.82 0.101 1.64 2.08 0.085 1.92 1.86 0.096 2.14 1.69 0.102 2.41 1.70 0.123 2.07 1.89 0.109 18:00 1.96 2.29 0.121 0.01 2.07 1.94 0.115 1.75 2.26 0.103 1.95 1.78 0.094 2.32 1.71 0.116 2.16 1.76 0.109 2.10 2.29 0.135 19:00 2.10 2.26 0.135 2.08 2.12 0.125 2.00 2.45 0.134 2.07 1.77 0.102 2.06 1.82 0.105 2.24 1.91 0.123 1.93 2.35 0.123 20:00 1.97 2.15 0.115 0.02 2.03 2.01 0.113 1.61 2.31 0.093 2.03 1.73 0.097 2.28 1.82 0.121 2.10 1.88 0.111 1.90 2.20 0.113 21:00 1.54 2.30 0.088 1.89 2.00 0.102 1.46 2.02 0.070 1.88 1.72 0.086 2.13 1.65 0.099 2.16 1.85 0.114 1.74 1.86 0.083 22:00 1.32 1.91 0.057 1.35 1.53 0.048 1.23 1.59 0.043 1.60 1.60 0.065 1.67 1.54 0.066 1.66 1.44 0.061 1.66 1.87 0.078 23:00 1.23 1.58 0.043 1.23 1.19 0.032 1.16 1.36 0.035 1.18 1.21 0.031 1.46 1.32 0.047 1.41 1.13 0.037 1.49 1.68 0.061 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 1.80 03:05 0.87 14:35 3.37 1.81 03:45 0.44 07:25 2.83 0.099 0.099 04:00 0.008 14:35 0.251 0.64 1.79 04:50 0.83 11:10 3.13 1.71 05:25 0.44 08:45 2.66 0.094 0.094 05:25 0.007 10:20 0.236 0.09 1.73 23:25 1.01 08:35 3.20 1.82 03:35 0.37 07:45 2.89 0.089 0.089 03:35 0.010 09:35 0.233 0.01 1.79 03:30 0.82 09:20 3.49 1.57 03:30 0.50 06:50 2.63 0.085 0.085 03:30 0.007 08:25 0.230 1.94 03:55 0.83 10:00 3.40 1.49 02:30 0.47 07:40 2.39 0.091 0.091 03:10 0.007 13:15 0.235 1.99 05:45 0.98 18:00 3.45 1.54 04:30 0.40 07:50 2.52 0.095 0.095 04:30 0.010 18:00 0.243 1.95 03:10 0.99 11:10 3.54 1.66 03:55 0.50 16:20 2.74 0.099 0.099 04:00 0.011 15:20 0.249 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.85 1.66 0.652 0.093 0.74 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 125 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.23 1.23 0.034 1.59 1.49 0.058 1.34 1.11 0.034 1.21 0.99 0.026 1.15 0.95 0.023 0.98 0.99 0.019 1.20 1.59 0.042 01:00 1.18 0.98 0.025 1.49 1.15 0.041 1.51 0.91 0.033 1.16 0.86 0.022 1.09 0.90 0.021 0.89 0.76 0.013 1.09 1.27 0.029 02:00 1.21 0.82 0.022 1.50 0.91 0.033 1.49 0.73 0.027 1.19 0.92 0.024 0.99 0.69 0.014 0.90 0.71 0.012 1.10 1.24 0.029 03:00 1.12 0.67 0.016 1.41 0.82 0.027 1.48 0.69 0.025 1.15 0.84 0.021 1.01 0.78 0.016 0.87 0.77 0.013 1.07 1.22 0.027 04:00 1.04 0.74 0.016 1.36 0.77 0.024 1.44 0.88 0.030 1.16 0.93 0.024 1.01 0.89 0.018 0.89 0.91 0.015 1.05 1.04 0.022 05:00 1.22 0.82 0.022 1.64 1.01 0.042 1.14 1.17 0.028 1.26 1.32 0.037 1.21 1.50 0.044 1.22 1.47 0.045 0.96 0.83 0.016 06:00 1.40 1.25 0.041 1.95 1.59 0.087 1.68 2.26 0.102 1.69 2.08 0.093 1.99 2.08 0.115 1.63 2.37 0.101 1.10 1.40 0.033 07:00 1.97 2.23 0.122 2.38 2.27 0.161 2.73 2.40 0.207 2.88 2.25 0.206 2.60 2.25 0.180 2.95 2.20 0.206 1.85 2.31 0.115 08:00 2.38 2.17 0.153 2.90 2.20 0.205 2.61 2.27 0.183 2.91 2.20 0.206 2.76 2.31 0.200 3.27 2.19 0.240 2.45 2.34 0.171 09:00 2.83 2.27 0.204 3.07 2.16 0.219 2.88 2.24 0.207 2.75 2.22 0.191 2.80 2.13 0.190 3.15 2.26 0.234 2.97 2.26 0.217 10:00 2.96 2.16 0.206 2.93 2.15 0.204 2.55 2.21 0.172 2.82 2.18 0.196 2.45 2.17 0.160 2.73 2.21 0.189 3.19 2.17 0.230 11:00 2.74 2.26 0.194 2.93 2.13 0.203 2.52 2.24 0.171 2.42 1.99 0.146 2.46 2.21 0.163 2.58 2.29 0.181 2.44 2.26 0.164 12:00 2.46 2.15 0.159 2.80 2.24 0.198 2.47 2.13 0.161 2.25 1.94 0.130 2.25 2.20 0.142 2.19 2.24 0.139 2.67 2.14 0.179 13:00 2.67 2.14 0.177 2.79 2.08 0.184 2.31 2.01 0.137 2.24 2.13 0.140 2.48 2.19 0.166 2.23 2.16 0.138 2.20 2.31 0.145 14:00 2.80 2.02 0.177 2.74 2.10 0.179 2.50 2.08 0.159 2.03 2.07 0.118 2.14 2.25 0.134 2.37 2.02 0.140 2.60 2.13 0.171 15:00 2.90 2.09 0.193 2.71 2.07 0.175 2.18 2.03 0.126 2.31 2.07 0.139 2.38 2.10 0.150 2.06 2.11 0.122 2.36 2.23 0.153 16:00 2.91 2.12 0.197 2.50 2.08 0.159 2.46 2.07 0.155 2.23 2.11 0.135 2.06 2.31 0.131 2.28 2.13 0.140 2.32 2.16 0.146 17:00 2.55 1.94 0.150 2.66 2.10 0.176 2.29 2.11 0.142 2.57 2.13 0.167 2.18 2.33 0.145 2.13 2.19 0.129 2.33 2.22 0.153 18:00 2.83 2.11 0.186 2.89 2.16 0.200 2.45 2.05 0.153 2.40 2.06 0.147 1.94 2.20 0.115 2.69 2.05 0.171 2.43 2.18 0.159 19:00 2.58 2.28 0.178 2.31 2.07 0.141 2.13 1.97 0.118 2.40 2.25 0.160 2.08 2.19 0.126 2.29 2.25 0.150 2.63 2.08 0.170 20:00 2.48 2.16 0.161 2.03 2.02 0.115 2.10 1.94 0.115 2.13 1.91 0.115 1.87 2.30 0.114 2.10 2.31 0.136 2.21 2.26 0.143 21:00 2.18 2.08 0.129 1.73 2.17 0.097 1.74 1.87 0.084 1.83 1.94 0.094 1.60 2.26 0.091 2.52 2.09 0.159 2.12 2.20 0.131 22:00 2.14 2.14 0.130 1.42 1.71 0.058 1.42 1.61 0.054 1.38 1.40 0.045 1.28 1.65 0.048 1.73 2.16 0.096 1.87 2.36 0.117 23:00 1.77 1.89 0.088 1.26 1.25 0.035 1.30 1.15 0.034 1.28 1.14 0.033 1.11 1.33 0.031 1.30 1.75 0.052 1.45 1.93 0.066 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.15 04:15 0.96 10:30 3.81 1.78 04:10 0.47 18:20 2.76 0.124 0.124 04:10 0.009 10:30 0.274 2.21 23:35 1.13 11:05 3.60 1.78 03:20 0.64 21:00 2.69 0.126 0.126 04:35 0.019 11:05 0.284 2.03 05:30 1.05 09:35 3.86 1.76 03:10 0.54 06:55 2.84 0.111 0.111 03:10 0.016 09:35 0.284 1.99 04:15 1.00 07:35 3.82 1.75 03:20 0.57 06:50 2.96 0.109 0.109 04:15 0.011 07:35 0.298 1.87 04:00 0.83 09:25 3.44 1.84 02:50 0.47 06:10 2.83 0.106 0.106 02:50 0.008 13:30 0.276 2.00 03:25 0.78 08:10 4.03 1.86 01:35 0.45 07:05 2.96 0.118 0.118 01:40 0.007 08:10 0.286 1.99 06:00 0.79 10:25 3.77 1.92 05:10 0.71 15:20 2.81 0.118 0.118 05:10 0.012 10:25 0.284 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.03 1.81 0.812 0.116 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 126 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.23 1.62 0.044 1.14 1.47 0.036 1.05 1.29 0.028 1.10 1.41 0.033 1.17 1.32 0.033 1.20 1.29 0.034 1.16 1.36 0.034 01:00 1.07 1.38 0.031 1.03 1.27 0.027 0.97 1.01 0.019 0.90 1.14 0.020 1.12 1.11 0.026 1.18 1.10 0.028 1.21 1.32 0.037 02:00 1.03 1.02 0.022 1.01 1.15 0.024 1.08 1.13 0.032 0.97 1.09 0.021 0.99 0.98 0.019 1.08 1.01 0.023 0.99 0.87 0.017 03:00 0.94 0.77 0.014 0.97 0.97 0.019 0.94 0.83 0.015 0.97 0.99 0.019 0.93 0.85 0.015 1.03 1.14 0.024 1.04 0.94 0.020 04:00 0.95 0.84 0.016 0.93 0.85 0.015 0.87 0.85 0.014 0.94 0.96 0.017 0.94 1.03 0.019 1.05 0.92 0.020 1.01 1.00 0.020 05:00 0.97 0.91 0.018 0.89 0.81 0.014 0.92 0.84 0.015 0.95 1.12 0.021 0.94 1.05 0.019 1.14 1.01 0.024 0.99 1.01 0.020 06:00 1.00 1.31 0.027 1.01 1.23 0.025 1.11 1.57 0.038 1.07 1.63 0.036 1.08 1.55 0.036 1.27 1.50 0.045 1.12 1.61 0.038 07:00 1.39 2.08 0.070 1.55 2.22 0.090 1.75 2.31 0.110 1.58 2.31 0.096 1.72 2.23 0.106 2.07 2.27 0.135 1.92 2.30 0.128 08:00 2.69 2.35 0.198 2.90 2.23 0.206 2.71 2.30 0.193 2.66 2.31 0.188 2.80 2.32 0.206 2.91 2.25 0.210 2.70 2.39 0.200 09:00 3.22 2.19 0.233 3.47 2.11 0.252 3.05 2.13 0.212 3.11 2.26 0.231 3.27 2.23 0.244 3.17 2.17 0.227 3.30 2.30 0.256 10:00 3.14 2.22 0.230 4.08 1.96 0.291 3.04 2.25 0.222 3.11 2.28 0.233 3.26 2.11 0.231 3.11 2.21 0.225 3.10 2.29 0.234 11:00 3.35 2.09 0.239 3.08 2.24 0.226 2.41 2.24 0.158 2.63 2.34 0.187 2.86 2.22 0.202 2.47 2.31 0.170 2.92 2.25 0.211 12:00 2.86 2.22 0.201 2.83 2.21 0.198 2.28 2.20 0.143 2.29 2.45 0.163 2.27 2.22 0.146 2.39 2.29 0.162 2.53 2.18 0.168 13:00 3.08 2.19 0.222 3.27 2.07 0.225 2.34 2.13 0.144 2.28 2.34 0.152 2.31 2.07 0.139 2.11 2.28 0.133 2.78 2.26 0.199 14:00 2.84 2.07 0.186 3.06 2.21 0.220 2.41 2.18 0.156 2.10 2.17 0.128 2.26 2.25 0.148 2.25 2.30 0.150 2.35 2.26 0.157 15:00 2.84 2.12 0.194 2.89 2.17 0.201 2.61 2.05 0.164 2.72 2.03 0.172 2.18 2.14 0.133 2.35 2.09 0.144 2.29 2.31 0.152 16:00 2.96 2.17 0.208 3.20 2.06 0.219 2.44 2.15 0.156 2.26 2.19 0.144 2.33 2.27 0.154 2.36 2.13 0.149 2.88 2.18 0.201 17:00 3.09 2.10 0.212 3.04 2.04 0.202 2.20 2.16 0.136 2.57 2.09 0.165 2.49 2.05 0.153 2.44 2.00 0.146 2.34 2.12 0.144 18:00 3.27 2.14 0.234 2.81 2.14 0.190 2.29 2.30 0.153 2.60 2.25 0.179 2.56 2.22 0.172 2.53 2.15 0.167 2.55 2.26 0.176 19:00 3.30 2.08 0.230 2.75 2.19 0.190 2.13 2.42 0.144 2.27 2.30 0.152 2.63 2.10 0.172 2.44 2.08 0.152 2.56 2.24 0.175 20:00 2.77 2.13 0.185 2.48 2.15 0.160 2.06 2.39 0.136 2.36 2.18 0.151 2.66 2.08 0.171 2.38 2.30 0.162 2.35 2.28 0.157 21:00 2.46 2.20 0.162 2.37 2.28 0.159 2.10 2.39 0.139 2.07 2.29 0.131 2.40 2.06 0.148 2.09 2.22 0.129 1.94 2.49 0.130 22:00 1.90 2.46 0.126 1.62 2.24 0.093 1.62 2.31 0.097 1.78 2.16 0.100 1.80 2.05 0.097 1.68 2.33 0.101 1.91 2.52 0.129 23:00 1.29 1.95 0.057 1.19 1.65 0.043 1.20 1.81 0.047 1.31 1.67 0.050 1.33 1.75 0.053 1.28 1.76 0.051 1.63 2.29 0.095 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.24 04:00 0.85 09:45 4.28 1.86 03:50 0.52 22:05 2.79 0.140 0.140 03:50 0.009 13:50 0.362 2.23 05:15 0.83 10:40 4.87 1.83 05:15 0.57 07:50 2.73 0.138 0.138 05:15 0.009 09:15 0.376 1.90 04:20 0.64 10:15 4.01 1.89 03:15 0.61 07:30 2.83 0.111 0.111 02:25 0.010 10:15 0.304 1.94 01:30 0.80 10:15 3.87 1.91 01:40 0.62 08:15 2.88 0.116 0.116 01:40 0.010 10:15 0.317 2.01 05:25 0.85 08:25 4.01 1.84 03:05 0.77 15:25 2.71 0.118 0.118 03:00 0.014 08:20 0.330 2.00 03:30 0.89 09:30 3.75 1.88 04:30 0.74 11:40 2.89 0.117 0.117 04:40 0.014 09:30 0.295 2.07 02:55 0.93 09:40 4.02 1.96 02:55 0.67 07:30 2.83 0.129 0.129 02:55 0.012 10:05 0.333 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.06 1.88 0.870 0.124 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 127 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.20 1.73 0.046 1.13 1.69 0.041 1.09 1.43 0.032 1.07 1.40 0.031 1.08 1.34 0.030 1.13 1.34 0.032 1.11 1.41 0.033 01:00 1.09 1.50 0.034 1.16 1.53 0.038 1.05 1.22 0.026 1.01 1.19 0.024 1.01 1.16 0.024 1.02 1.15 0.024 1.14 1.16 0.028 02:00 0.99 1.23 0.024 1.05 1.25 0.027 0.99 1.15 0.023 0.97 1.08 0.021 0.99 1.08 0.021 0.96 1.05 0.019 1.02 1.06 0.022 03:00 1.00 1.20 0.024 1.06 1.31 0.029 1.03 1.07 0.023 1.00 1.04 0.021 1.01 1.16 0.023 0.96 1.05 0.020 1.05 1.11 0.024 04:00 1.17 1.44 0.040 0.98 1.06 0.020 1.01 1.04 0.021 0.95 0.98 0.018 0.95 1.00 0.019 0.01 0.96 0.94 0.018 0.98 0.93 0.018 05:00 0.99 1.19 0.024 1.00 1.30 0.026 1.02 1.16 0.024 0.98 1.27 0.025 1.03 1.25 0.026 0.97 1.16 0.022 0.99 0.96 0.019 06:00 1.07 1.70 0.038 1.04 1.52 0.032 1.08 1.63 0.036 1.03 1.59 0.033 1.20 1.67 0.048 1.18 1.62 0.043 1.16 1.74 0.044 07:00 1.85 2.43 0.120 1.70 2.36 0.107 1.83 2.39 0.120 1.74 2.43 0.111 1.71 2.53 0.117 2.17 2.12 0.138 1.85 2.37 0.122 08:00 2.72 2.38 0.199 3.20 2.19 0.234 2.86 2.30 0.209 2.65 2.36 0.193 2.99 2.34 0.226 3.04 2.19 0.218 2.70 2.30 0.192 09:00 3.29 2.15 0.239 3.51 2.12 0.256 3.31 2.14 0.239 3.48 2.22 0.266 2.87 2.20 0.204 3.04 2.20 0.219 3.46 2.03 0.242 10:00 3.49 2.26 0.271 3.33 2.25 0.252 3.16 2.21 0.230 2.96 2.30 0.220 2.87 2.26 0.206 3.05 2.12 0.210 3.42 2.06 0.241 11:00 2.87 2.29 0.211 3.19 2.20 0.233 2.65 2.36 0.195 2.60 2.17 0.174 2.54 2.23 0.173 2.73 2.11 0.182 2.88 2.13 0.195 12:00 2.62 2.16 0.176 2.87 2.19 0.200 2.69 2.20 0.186 2.74 2.08 0.181 2.65 2.18 0.178 2.42 2.09 0.152 2.33 2.20 0.150 13:00 3.05 2.12 0.210 2.50 2.06 0.156 2.60 2.08 0.165 2.47 1.99 0.154 2.54 2.14 0.167 2.46 2.00 0.147 2.60 2.21 0.175 14:00 3.07 2.15 0.217 2.84 2.11 0.192 2.15 2.33 0.140 2.32 2.03 0.142 2.33 2.30 0.156 2.21 2.22 0.141 2.84 2.26 0.203 15:00 2.73 2.18 0.188 2.71 2.16 0.185 2.43 2.21 0.160 2.25 2.07 0.135 2.18 2.20 0.138 1.94 2.32 0.122 2.65 2.04 0.168 16:00 2.40 2.28 0.161 2.70 2.12 0.177 2.03 2.10 0.116 2.01 2.01 0.110 2.10 1.98 0.118 2.10 2.24 0.131 2.67 2.13 0.178 17:00 2.75 2.11 0.184 2.74 2.15 0.183 2.55 2.20 0.166 2.80 2.19 0.194 2.43 2.09 0.153 1.91 2.07 0.106 2.50 2.03 0.155 18:00 2.85 2.11 0.193 2.41 2.02 0.145 2.33 2.16 0.147 2.09 2.25 0.132 2.13 1.96 0.119 2.25 2.17 0.143 2.16 2.12 0.129 19:00 2.79 2.19 0.194 2.43 2.12 0.154 1.94 2.38 0.124 2.29 2.31 0.153 2.59 2.15 0.174 1.89 1.97 0.100 2.43 2.15 0.155 20:00 2.72 2.10 0.181 2.81 2.12 0.189 2.15 2.18 0.129 2.64 2.31 0.188 2.49 2.14 0.162 2.26 2.13 0.140 2.39 2.44 0.172 21:00 2.43 2.10 0.152 2.14 2.36 0.142 1.99 2.42 0.132 2.09 2.40 0.139 2.44 2.17 0.159 2.49 2.18 0.163 2.32 2.30 0.156 22:00 1.90 2.48 0.126 1.42 2.07 0.070 1.49 2.29 0.083 1.53 2.34 0.087 1.73 1.84 0.082 1.71 2.09 0.092 1.82 2.36 0.113 23:00 1.43 2.15 0.074 1.18 1.77 0.045 1.18 1.57 0.041 1.21 1.79 0.047 1.31 1.71 0.051 1.35 1.84 0.058 1.40 1.97 0.066 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.19 04:00 0.85 18:50 4.12 1.98 05:35 0.98 07:55 2.81 0.139 0.139 04:00 0.017 10:40 0.342 2.13 06:00 0.86 09:25 4.41 1.92 04:20 0.94 07:55 2.79 0.131 0.131 04:20 0.017 08:10 0.319 1.94 05:20 0.83 09:25 3.96 1.93 03:35 0.84 07:35 2.98 0.115 0.115 03:35 0.015 09:25 0.318 1.95 04:00 0.84 09:20 4.26 1.91 05:05 0.81 10:35 2.78 0.117 0.117 05:05 0.014 09:20 0.357 1.97 04:15 0.88 08:50 3.73 1.88 02:15 0.74 07:50 3.08 0.116 0.116 02:15 0.013 08:55 0.294 0.01 1.93 03:25 0.85 07:45 3.96 1.85 02:30 0.81 14:10 2.83 0.110 0.110 04:35 0.015 07:45 0.294 2.08 02:20 0.88 09:55 4.18 1.89 05:00 0.74 20:40 2.91 0.125 0.125 05:00 0.014 09:15 0.318 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.03 1.91 0.852 0.122 0.01 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 128 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.14 1.64 0.043 1.16 1.49 0.037 1.04 1.34 0.028 0.96 1.25 0.023 1.09 1.15 0.026 0.13 1.08 1.23 0.028 1.46 1.19 0.041 01:00 1.08 1.35 0.031 1.04 1.30 0.027 1.11 1.42 0.035 0.96 1.10 0.021 1.10 1.25 0.029 0.03 0.99 0.98 0.019 1.40 0.85 0.028 02:00 1.07 1.22 0.027 1.01 1.09 0.022 1.00 1.13 0.023 1.01 1.08 0.026 1.01 0.90 0.018 0.94 0.82 0.015 1.38 0.98 0.032 03:00 1.00 1.08 0.022 1.03 1.15 0.024 1.02 1.09 0.023 1.01 0.98 0.020 0.95 0.65 0.012 0.01 0.90 0.74 0.013 1.35 0.88 0.027 04:00 1.01 1.03 0.021 0.98 1.09 0.021 0.93 0.91 0.016 0.86 0.79 0.013 1.02 0.78 0.016 0.01 0.91 0.79 0.014 1.33 1.03 0.034 05:00 1.01 1.22 0.025 1.02 1.20 0.025 0.95 1.02 0.019 0.91 0.90 0.016 0.04 0.99 0.72 0.014 0.98 0.90 0.018 1.33 0.95 0.029 06:00 1.05 1.41 0.030 1.34 1.92 0.060 1.07 1.56 0.035 1.15 1.76 0.043 0.14 1.11 1.52 0.037 0.03 1.11 1.62 0.038 1.52 1.52 0.056 07:00 1.86 2.29 0.118 1.94 2.21 0.116 1.98 2.24 0.125 1.59 2.32 0.093 0.01 1.60 2.32 0.094 1.91 2.38 0.127 2.17 2.11 0.134 08:00 3.09 2.33 0.236 2.90 2.16 0.201 2.68 2.42 0.202 2.46 2.39 0.175 2.23 2.38 0.151 2.97 2.24 0.215 2.77 2.27 0.198 09:00 3.13 2.17 0.224 3.08 2.21 0.223 3.19 2.27 0.241 3.31 2.18 0.246 2.80 2.25 0.200 3.19 2.10 0.222 2.90 2.28 0.212 10:00 3.05 2.21 0.219 3.82 2.02 0.275 2.67 2.24 0.188 2.95 2.23 0.211 2.67 2.22 0.184 2.89 2.13 0.197 3.11 2.18 0.223 11:00 3.03 2.14 0.211 3.19 2.21 0.235 2.26 2.42 0.156 2.86 2.14 0.195 2.93 2.11 0.200 2.54 2.26 0.175 2.87 2.11 0.193 12:00 2.71 2.14 0.182 3.13 2.08 0.215 2.55 2.21 0.170 2.17 2.20 0.134 1.95 2.34 0.123 2.54 2.22 0.171 3.16 2.09 0.219 13:00 2.90 2.13 0.196 2.90 2.19 0.204 2.29 2.25 0.149 2.15 2.22 0.135 2.12 2.28 0.135 2.34 2.04 0.143 2.70 2.12 0.177 14:00 3.03 2.10 0.206 3.19 2.11 0.224 2.47 2.19 0.162 2.01 2.35 0.131 1.93 2.30 0.120 2.38 2.10 0.148 2.91 2.06 0.192 15:00 2.82 2.07 0.185 3.12 2.15 0.221 2.43 2.23 0.161 1.96 2.45 0.130 2.02 2.27 0.126 2.46 2.16 0.159 2.98 2.13 0.205 16:00 3.00 2.16 0.211 2.83 2.11 0.191 2.13 2.24 0.134 2.17 2.39 0.145 1.71 2.34 0.104 2.44 2.11 0.155 2.39 2.04 0.145 17:00 2.94 2.23 0.211 2.82 2.25 0.202 2.10 2.25 0.132 1.96 2.36 0.124 1.81 2.24 0.105 2.15 1.93 0.120 2.10 2.01 0.119 18:00 2.53 2.07 0.160 2.24 2.18 0.141 2.06 2.36 0.135 1.93 2.19 0.114 1.70 2.23 0.098 2.44 2.13 0.156 2.04 1.94 0.110 19:00 2.90 2.25 0.208 2.44 2.26 0.164 2.07 2.38 0.135 1.93 2.28 0.119 1.85 2.37 0.116 2.19 2.19 0.137 2.23 1.98 0.129 20:00 2.84 2.10 0.191 2.39 2.12 0.150 2.03 2.33 0.130 2.08 1.94 0.113 1.71 2.45 0.108 2.28 1.91 0.128 2.55 2.03 0.158 21:00 2.49 2.19 0.165 2.15 2.32 0.139 1.96 2.46 0.130 2.09 2.29 0.134 1.89 2.47 0.125 2.35 2.12 0.147 2.20 1.97 0.125 22:00 1.93 2.32 0.121 1.49 2.22 0.082 1.44 2.08 0.073 1.48 2.12 0.076 1.34 2.11 0.065 1.85 1.92 0.095 2.02 1.93 0.108 23:00 1.39 1.97 0.065 1.15 1.52 0.038 1.13 1.61 0.039 1.24 1.67 0.046 0.03 1.17 1.54 0.039 1.62 1.45 0.059 1.72 1.82 0.080 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.21 00:40 0.59 14:40 4.03 1.91 03:10 0.81 19:25 2.95 0.138 0.138 03:10 0.015 14:40 0.316 2.18 04:10 0.86 10:30 4.87 1.90 05:25 0.84 21:55 2.88 0.135 0.135 05:25 0.015 10:30 0.382 1.86 04:05 0.88 09:35 3.93 1.94 04:50 0.71 11:40 2.79 0.110 0.110 04:50 0.012 09:35 0.320 1.80 04:05 0.78 09:10 4.19 1.90 04:40 0.54 07:50 2.83 0.103 0.103 04:40 0.008 09:05 0.369 0.22 1.70 06:45 0.79 11:25 4.25 1.88 05:40 0.44 14:00 2.76 0.094 0.094 05:40 0.008 11:25 0.297 0.21 1.98 03:00 0.82 09:30 3.84 1.77 02:50 0.54 07:45 2.89 0.112 0.112 02:50 0.009 08:40 0.291 2.19 04:15 1.11 15:10 4.01 1.77 04:25 0.61 07:45 2.59 0.124 0.124 04:25 0.015 15:05 0.301 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.99 1.87 0.816 0.117 0.43 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 129 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.61 1.49 0.060 1.35 1.41 0.044 1.15 1.23 0.030 1.21 0.96 0.026 01:00 1.44 1.21 0.042 1.20 1.16 0.031 1.16 1.16 0.029 1.22 0.96 0.026 02:00 1.32 1.02 0.031 1.08 0.87 0.020 1.12 1.02 0.024 1.14 0.79 0.019 03:00 1.33 0.99 0.030 1.22 0.99 0.026 1.09 1.10 0.025 1.16 0.79 0.020 04:00 1.31 1.00 0.030 1.09 0.59 0.013 1.11 1.01 0.023 1.14 0.90 0.022 05:00 1.32 1.00 0.030 1.22 0.85 0.023 1.06 1.10 0.024 1.17 0.86 0.022 06:00 1.36 1.30 0.041 1.20 1.37 0.036 1.11 1.39 0.032 1.31 1.56 0.048 07:00 1.85 2.07 0.102 1.56 2.16 0.085 1.74 2.28 0.105 1.65 2.19 0.092 08:00 2.88 2.15 0.197 2.57 2.31 0.181 2.87 2.19 0.200 2.28 2.29 0.150 09:00 3.32 2.11 0.235 3.38 2.14 0.244 2.85 2.20 0.201 2.59 2.23 0.174 10:00 3.39 2.12 0.243 3.41 2.17 0.254 2.39 2.24 0.158 2.69 2.04 0.172 11:00 3.34 2.13 0.241 2.73 2.09 0.178 2.40 2.26 0.162 2.08 2.22 0.128 12:00 3.12 2.12 0.218 2.59 2.06 0.163 2.30 2.30 0.154 1.91 2.07 0.105 13:00 2.82 2.14 0.190 2.89 2.19 0.202 2.00 2.27 0.124 1.92 2.06 0.106 14:00 3.02 2.12 0.208 3.10 2.10 0.213 2.32 2.08 0.142 1.95 2.18 0.116 15:00 2.60 2.06 0.166 2.99 2.29 0.221 1.95 2.15 0.116 1.97 2.01 0.108 16:00 2.41 2.03 0.146 2.76 2.16 0.188 1.76 2.12 0.097 1.95 2.07 0.109 17:00 2.50 2.10 0.160 2.23 2.08 0.134 2.10 2.26 0.133 2.09 1.98 0.115 18:00 2.39 2.21 0.157 2.25 2.24 0.146 1.95 2.26 0.118 2.29 1.99 0.132 19:00 2.42 2.16 0.156 2.22 2.17 0.138 1.87 2.17 0.108 2.29 1.99 0.132 20:00 2.34 2.19 0.152 2.67 2.14 0.178 1.80 2.22 0.104 21:00 2.35 2.07 0.146 1.94 2.08 0.109 1.85 2.11 0.104 22:00 2.01 2.07 0.115 1.46 2.03 0.072 1.59 1.90 0.075 23:00 1.63 1.85 0.077 1.20 1.36 0.036 1.36 1.46 0.046 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.25 02:35 1.16 10:10 3.99 1.82 02:35 0.67 20:20 3.03 0.132 0.132 02:35 0.017 11:10 0.333 2.10 02:20 0.98 09:50 4.18 1.79 04:15 0.45 07:45 2.69 0.122 0.122 04:50 0.010 10:45 0.334 1.79 06:20 0.95 08:40 3.60 1.85 02:10 0.84 09:10 2.96 0.097 0.097 03:10 0.017 09:10 0.292 1.74 05:00 1.01 10:50 3.41 1.67 04:05 0.54 08:20 2.91 0.063 0.086 04:05 0.011 09:20 0.244 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.99 1.79 0.415 0.111 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 130 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.15 1.36 0.034 01:00 1.09 1.11 0.025 02:00 1.00 0.93 0.019 03:00 0.95 0.86 0.016 04:00 0.94 0.78 0.014 05:00 1.02 0.98 0.021 06:00 1.12 1.57 0.038 07:00 1.88 2.55 0.128 08:00 3.20 2.18 0.234 09:00 3.30 2.12 0.236 10:00 2.88 2.28 0.209 11:00 3.03 2.15 0.212 12:00 2.72 2.09 0.177 13:00 2.81 2.14 0.191 2.46 2.08 0.152 14:00 2.08 2.31 0.133 2.60 2.02 0.163 15:00 2.14 2.23 0.133 2.46 2.09 0.154 16:00 2.24 2.18 0.140 2.51 1.98 0.150 17:00 2.26 2.21 0.143 2.47 2.05 0.155 18:00 2.23 2.20 0.141 3.16 2.09 0.219 19:00 2.24 2.20 0.141 3.13 2.17 0.224 20:00 2.17 2.07 0.127 2.45 2.14 0.159 21:00 2.54 2.11 0.165 2.53 2.12 0.164 22:00 1.74 2.12 0.097 2.34 2.18 0.148 23:00 1.22 1.59 0.043 1.47 1.89 0.068 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.15 23:35 1.07 21:50 3.71 2.12 23:40 1.14 15:50 2.81 0.060 0.132 23:40 0.026 21:55 0.288 2.16 03:00 0.86 18:50 4.15 1.82 04:00 0.64 07:50 3.00 0.130 0.130 04:00 0.011 08:30 0.320 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.16 1.92 0.190 0.131 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 131 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.16 1.24 0.031 1.32 1.42 0.043 1.23 1.18 0.032 1.06 1.03 0.022 1.04 1.30 0.028 1.41 1.02 0.034 1.64 1.22 0.051 01:00 1.13 1.26 0.030 1.24 1.21 0.033 1.21 1.07 0.028 0.95 0.93 0.017 1.01 1.08 0.022 1.35 0.96 0.030 1.73 1.04 0.046 02:00 1.05 1.05 0.023 1.15 0.95 0.023 1.04 0.70 0.015 1.11 0.93 0.022 1.07 0.93 0.020 1.21 0.68 0.018 1.66 0.96 0.041 03:00 1.07 0.98 0.022 1.13 0.97 0.023 1.02 0.75 0.016 1.09 0.82 0.018 0.98 0.69 0.013 1.23 0.72 0.019 1.62 0.91 0.037 04:00 1.00 0.95 0.019 1.07 0.92 0.020 1.10 0.93 0.022 1.12 0.72 0.017 0.97 0.63 0.012 1.27 0.72 0.020 1.45 0.82 0.028 05:00 0.99 0.99 0.019 1.07 0.82 0.018 1.08 0.93 0.021 1.12 0.93 0.021 1.06 0.88 0.019 1.33 0.91 0.028 1.46 0.88 0.031 06:00 1.10 1.53 0.037 1.25 1.44 0.041 1.25 1.25 0.034 1.22 1.68 0.048 1.29 1.44 0.042 1.76 1.31 0.065 1.84 1.25 0.063 07:00 1.98 2.32 0.129 2.00 2.16 0.120 2.16 2.09 0.133 1.69 2.36 0.102 1.87 2.13 0.107 2.12 1.78 0.107 2.11 1.84 0.110 08:00 2.80 2.20 0.194 2.92 2.30 0.217 2.34 2.27 0.157 2.12 2.33 0.141 2.44 2.19 0.161 2.74 1.91 0.164 2.70 1.94 0.164 09:00 3.49 2.21 0.263 3.15 2.21 0.229 2.95 2.21 0.211 2.42 2.31 0.166 3.02 2.26 0.221 2.95 1.97 0.189 3.01 1.88 0.184 10:00 3.60 2.13 0.269 3.84 2.09 0.287 2.87 2.11 0.193 2.50 2.26 0.172 2.81 2.15 0.191 2.62 1.85 0.150 2.93 1.87 0.177 11:00 3.26 2.04 0.225 2.91 2.02 0.189 2.18 2.21 0.138 2.68 2.17 0.180 2.48 2.08 0.155 2.51 1.79 0.135 2.81 1.91 0.169 12:00 2.71 2.28 0.192 2.56 1.99 0.157 2.22 2.14 0.135 2.53 2.08 0.161 2.09 1.93 0.114 2.48 1.96 0.147 2.49 1.71 0.129 13:00 2.64 2.13 0.173 2.68 1.95 0.167 2.71 2.28 0.194 2.02 2.08 0.117 2.12 2.06 0.124 2.67 1.93 0.159 2.48 1.72 0.129 14:00 3.03 2.08 0.205 2.81 2.09 0.186 2.59 2.24 0.178 2.27 2.00 0.134 2.87 1.94 0.174 2.58 1.80 0.143 2.50 1.79 0.136 15:00 2.95 2.07 0.197 2.55 2.07 0.163 2.38 2.14 0.154 2.09 2.17 0.126 2.69 1.66 0.141 2.57 1.80 0.144 2.57 1.73 0.136 16:00 2.84 2.17 0.193 2.46 2.19 0.162 1.78 2.13 0.099 2.52 2.15 0.164 2.71 1.86 0.158 2.31 1.80 0.121 2.55 1.72 0.134 17:00 2.61 2.12 0.170 2.38 2.08 0.148 2.23 2.16 0.139 2.05 2.17 0.123 2.56 1.87 0.147 2.30 1.82 0.121 2.21 1.66 0.105 18:00 2.47 2.13 0.160 2.65 2.08 0.173 2.04 2.11 0.118 2.00 2.18 0.119 2.72 1.82 0.157 2.47 1.90 0.142 2.32 1.83 0.124 19:00 2.90 2.19 0.203 2.23 2.17 0.140 1.65 2.19 0.090 1.74 2.27 0.101 2.43 1.84 0.133 2.25 2.09 0.136 2.36 1.83 0.127 20:00 2.73 2.15 0.185 2.39 2.19 0.156 1.98 2.20 0.118 1.99 2.09 0.114 2.42 1.75 0.127 2.43 2.02 0.146 2.32 1.85 0.126 21:00 2.48 2.17 0.162 2.16 2.07 0.127 1.78 2.27 0.105 1.94 2.31 0.120 2.26 1.50 0.097 2.27 1.84 0.120 2.58 1.79 0.143 22:00 2.13 1.99 0.121 1.83 1.93 0.095 1.42 1.89 0.066 1.42 1.99 0.067 1.88 1.34 0.068 2.05 1.65 0.094 2.35 1.85 0.129 23:00 1.69 1.93 0.084 1.35 1.71 0.054 1.17 1.37 0.035 1.08 1.35 0.031 1.64 1.08 0.044 1.82 1.36 0.066 2.01 1.47 0.082 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.24 04:30 0.88 09:40 4.76 1.85 02:20 0.77 07:25 2.68 0.138 0.138 04:05 0.014 10:10 0.363 2.13 04:15 0.90 08:30 4.15 1.79 05:40 0.59 08:10 2.74 0.124 0.124 05:40 0.012 08:30 0.385 1.85 05:05 0.92 09:05 3.93 1.78 02:25 0.52 11:30 2.74 0.101 0.101 03:10 0.010 13:50 0.313 1.78 01:40 0.84 12:20 3.57 1.80 05:20 0.39 08:00 2.74 0.096 0.096 04:15 0.010 10:55 0.273 2.02 05:20 0.83 09:55 3.80 1.60 04:05 0.47 14:00 2.73 0.103 0.103 04:00 0.008 14:20 0.277 2.11 02:45 1.14 15:20 3.59 1.57 02:40 0.49 16:25 2.37 0.104 0.104 02:40 0.012 09:30 0.261 2.24 04:10 1.24 09:30 3.51 1.56 02:20 0.67 11:15 2.29 0.108 0.108 02:20 0.021 21:15 0.240 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.05 1.71 0.774 0.111 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 132 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.73 1.18 0.052 0.02 1.64 1.15 0.047 1.62 1.09 0.044 1.61 0.97 0.039 1.57 1.03 0.040 1.45 0.96 0.033 1.63 1.17 0.048 01:00 1.61 1.05 0.042 0.11 1.58 1.06 0.042 1.43 0.78 0.027 1.55 0.98 0.037 1.55 0.97 0.037 1.39 0.92 0.030 1.51 1.04 0.038 02:00 1.58 1.00 0.039 0.02 1.35 0.76 0.023 1.49 0.92 0.033 1.36 0.90 0.029 1.51 0.91 0.033 1.26 0.81 0.023 1.55 0.95 0.036 03:00 1.52 0.92 0.034 1.36 0.78 0.025 1.54 1.02 0.039 1.27 0.79 0.022 1.52 0.91 0.034 1.19 0.74 0.019 1.49 0.94 0.034 04:00 1.46 0.88 0.030 1.27 0.71 0.020 1.26 0.75 0.021 1.27 0.79 0.022 1.47 0.78 0.028 1.22 0.78 0.021 1.36 0.85 0.027 05:00 1.51 0.96 0.035 1.33 0.84 0.025 1.30 0.73 0.022 1.46 0.91 0.032 1.56 1.06 0.041 1.35 0.89 0.029 1.45 0.96 0.033 06:00 1.78 1.23 0.057 1.70 1.46 0.065 1.72 1.28 0.059 1.78 1.58 0.073 1.76 1.36 0.065 1.68 1.34 0.060 1.77 1.47 0.069 07:00 2.02 1.82 0.102 2.05 1.99 0.115 2.11 1.97 0.118 2.17 1.94 0.120 2.15 1.88 0.117 2.04 1.90 0.109 2.09 1.98 0.117 08:00 2.61 1.94 0.159 2.73 2.10 0.181 2.54 2.14 0.167 2.73 1.90 0.164 2.41 2.06 0.147 2.51 1.92 0.147 2.46 2.06 0.152 09:00 3.19 2.02 0.216 3.03 2.04 0.203 3.05 1.95 0.195 2.65 1.95 0.162 2.34 2.15 0.148 2.67 2.04 0.170 2.44 2.00 0.146 10:00 2.89 1.98 0.183 3.25 2.02 0.221 2.80 1.91 0.172 2.85 1.97 0.179 2.25 1.89 0.123 2.33 2.06 0.141 2.68 2.11 0.176 11:00 2.85 1.91 0.175 2.72 1.95 0.165 2.57 1.96 0.155 2.72 1.96 0.168 2.45 1.94 0.143 2.36 1.91 0.133 2.55 1.91 0.149 12:00 2.58 1.87 0.149 2.79 1.96 0.174 2.57 1.86 0.147 2.48 1.90 0.144 2.54 1.96 0.152 2.40 1.86 0.134 2.50 1.89 0.143 13:00 2.59 1.79 0.144 2.68 1.84 0.153 2.59 1.91 0.153 2.25 1.81 0.118 2.39 1.99 0.142 2.52 1.91 0.146 2.61 1.84 0.148 14:00 2.71 1.81 0.155 2.72 1.85 0.157 2.56 1.82 0.144 2.74 2.04 0.176 2.39 1.85 0.131 2.41 1.87 0.136 2.49 1.77 0.133 15:00 2.89 1.90 0.177 2.69 1.81 0.152 2.32 1.80 0.122 2.51 1.88 0.147 2.26 1.91 0.124 2.40 1.97 0.140 2.49 1.74 0.133 16:00 2.37 1.86 0.131 2.53 1.81 0.139 2.15 1.67 0.102 2.87 1.94 0.177 2.07 1.86 0.108 2.53 1.82 0.142 2.62 1.87 0.153 17:00 2.46 1.77 0.131 2.42 1.67 0.120 2.24 1.76 0.114 2.56 1.75 0.138 2.50 1.92 0.145 2.24 1.78 0.117 2.78 1.77 0.155 18:00 2.67 1.78 0.148 2.39 1.91 0.137 2.26 1.82 0.119 2.59 1.62 0.129 2.41 1.92 0.138 2.42 1.80 0.130 2.55 1.80 0.141 19:00 2.78 1.84 0.164 2.68 1.83 0.153 2.20 1.92 0.121 2.34 1.63 0.112 2.36 1.88 0.131 2.34 1.69 0.116 2.34 1.92 0.131 20:00 2.74 1.87 0.163 2.46 1.82 0.134 2.04 1.79 0.101 2.26 1.82 0.119 2.10 1.84 0.108 2.25 1.73 0.113 2.27 1.89 0.125 21:00 2.55 1.78 0.140 2.25 1.76 0.114 2.07 1.79 0.103 2.24 1.83 0.118 1.99 1.86 0.101 2.12 1.73 0.104 2.27 1.83 0.120 22:00 2.14 1.78 0.107 1.90 1.68 0.085 2.16 1.63 0.101 1.96 1.47 0.080 1.85 1.71 0.085 1.94 1.65 0.087 2.23 1.91 0.123 23:00 1.86 1.60 0.080 1.70 1.30 0.057 1.71 1.27 0.055 1.71 1.12 0.049 1.61 1.30 0.052 1.73 1.38 0.062 1.93 1.67 0.087 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.30 04:10 1.42 09:40 4.04 1.61 03:40 0.71 13:15 2.49 0.117 0.117 04:10 0.025 09:40 0.307 0.15 2.22 04:45 1.16 10:15 4.26 1.59 03:15 0.50 07:45 2.47 0.113 0.113 03:15 0.015 10:20 0.333 2.10 05:00 1.12 09:15 3.48 1.56 04:15 0.54 08:35 2.44 0.101 0.101 05:00 0.013 09:25 0.264 2.16 03:55 1.15 15:50 3.69 1.56 02:55 0.57 16:25 2.39 0.106 0.106 03:50 0.014 15:50 0.271 2.04 03:20 1.36 17:50 3.07 1.62 04:45 0.56 06:30 2.51 0.099 0.099 04:45 0.020 12:55 0.209 2.03 05:15 1.04 16:00 3.63 1.56 02:30 0.57 08:00 2.52 0.098 0.098 05:15 0.012 16:00 0.290 2.17 05:10 1.19 16:20 3.71 1.64 03:30 0.71 10:20 2.47 0.109 0.109 05:05 0.019 16:20 0.269 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.14 1.59 0.743 0.106 0.15 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 133 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 1.74 1.30 0.058 1.66 1.25 0.053 1.52 1.07 0.039 1.64 1.10 0.045 1.59 1.10 0.044 1.37 1.02 0.032 1.17 1.08 0.027 01:00 1.60 0.96 0.038 1.59 1.05 0.041 1.50 0.88 0.032 1.53 0.89 0.034 1.47 0.82 0.029 1.30 0.95 0.029 1.11 1.03 0.024 02:00 1.52 0.85 0.031 1.35 0.90 0.028 1.55 0.97 0.038 1.45 0.96 0.037 1.26 0.66 0.019 1.13 0.79 0.019 1.06 0.85 0.019 03:00 1.48 0.81 0.029 1.29 0.81 0.024 1.57 0.99 0.039 1.29 0.68 0.020 1.30 0.56 0.017 1.10 0.63 0.014 1.00 0.77 0.016 04:00 1.51 0.83 0.030 1.25 0.70 0.019 1.39 0.70 0.023 1.26 0.60 0.017 1.37 0.73 0.024 1.13 0.76 0.018 1.04 0.92 0.020 05:00 1.50 0.86 0.032 1.32 0.87 0.028 1.51 0.87 0.032 1.37 0.89 0.029 1.52 0.91 0.034 1.21 0.91 0.024 1.01 0.94 0.019 06:00 1.76 1.51 0.070 1.60 1.47 0.059 1.78 1.21 0.057 1.61 1.46 0.060 1.69 1.43 0.063 1.40 1.50 0.050 1.19 1.61 0.042 07:00 2.23 2.08 0.135 2.21 2.15 0.138 2.34 1.97 0.137 2.04 1.79 0.105 2.22 1.84 0.119 1.95 2.03 0.107 1.90 2.04 0.105 08:00 3.11 1.96 0.203 2.76 2.27 0.198 2.63 2.00 0.162 2.66 1.97 0.162 2.42 2.03 0.146 2.53 2.11 0.163 2.38 2.21 0.157 09:00 2.91 2.01 0.188 3.18 2.07 0.219 2.90 1.95 0.182 2.60 2.07 0.166 2.61 2.05 0.165 2.85 1.99 0.182 3.10 2.19 0.225 10:00 2.98 1.96 0.192 3.01 1.95 0.192 2.61 1.98 0.161 2.35 1.90 0.132 2.58 1.99 0.158 2.51 2.07 0.158 2.61 2.16 0.175 11:00 2.88 1.78 0.165 3.04 1.98 0.198 2.43 1.93 0.141 2.31 1.94 0.132 2.49 1.93 0.146 2.27 2.08 0.140 2.38 2.03 0.145 12:00 2.98 1.87 0.181 3.07 1.97 0.198 2.45 1.95 0.142 2.21 1.96 0.124 2.35 1.89 0.132 2.28 2.07 0.140 2.32 2.05 0.142 13:00 2.90 1.90 0.177 3.05 1.97 0.198 2.55 1.94 0.150 2.22 1.85 0.118 2.44 1.95 0.144 2.23 1.99 0.129 2.36 1.98 0.140 14:00 3.32 1.95 0.218 2.79 1.82 0.160 2.37 1.95 0.137 2.14 1.86 0.113 2.43 1.85 0.135 1.99 1.89 0.106 2.39 1.99 0.146 15:00 3.16 1.94 0.204 2.79 1.98 0.176 2.52 2.03 0.155 2.04 1.75 0.099 2.34 1.85 0.130 1.80 1.92 0.091 2.31 2.03 0.138 16:00 2.77 1.93 0.169 3.06 2.03 0.204 2.22 1.86 0.120 1.83 1.68 0.081 2.05 1.67 0.095 1.90 1.86 0.096 2.26 2.07 0.137 17:00 2.90 1.92 0.179 2.68 1.99 0.165 2.22 1.84 0.117 1.91 1.66 0.086 2.17 1.74 0.109 1.93 1.88 0.098 2.27 2.09 0.138 18:00 3.09 1.99 0.205 2.51 1.98 0.151 2.15 1.88 0.116 1.83 1.69 0.082 2.12 1.86 0.112 1.88 1.88 0.095 2.12 2.03 0.123 19:00 2.88 1.91 0.176 2.56 1.90 0.149 2.30 1.84 0.124 1.75 1.63 0.074 1.88 1.73 0.087 2.06 1.97 0.113 1.97 1.97 0.108 20:00 2.92 1.95 0.184 2.76 1.96 0.170 2.33 1.81 0.123 2.09 1.80 0.107 2.07 1.87 0.108 1.82 1.81 0.086 2.18 1.98 0.123 21:00 2.63 1.88 0.153 2.36 1.86 0.129 2.16 1.80 0.111 2.13 1.82 0.110 2.06 1.86 0.107 2.02 1.86 0.104 1.99 2.08 0.114 22:00 2.25 2.12 0.138 2.15 1.78 0.109 1.81 1.42 0.067 1.79 1.72 0.080 1.70 1.56 0.069 1.70 1.76 0.077 1.87 1.95 0.098 23:00 1.98 1.74 0.094 1.60 1.28 0.052 1.60 1.20 0.048 1.58 1.12 0.044 1.49 1.18 0.042 1.34 1.41 0.044 1.44 1.61 0.055 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.46 05:10 1.35 08:20 4.12 1.67 04:10 0.61 22:05 2.57 0.135 0.135 04:10 0.020 18:20 0.327 2.32 04:15 1.16 09:45 4.28 1.67 04:05 0.54 08:40 2.57 0.127 0.127 04:50 0.013 09:45 0.306 2.10 04:20 1.27 10:35 3.56 1.59 04:20 0.54 14:05 2.46 0.102 0.102 04:20 0.015 10:35 0.254 1.90 04:00 1.11 09:55 3.36 1.53 04:00 0.44 11:40 2.52 0.086 0.086 04:00 0.010 09:55 0.257 1.98 02:45 1.18 09:45 3.27 1.54 03:50 0.40 08:50 2.36 0.093 0.093 02:40 0.012 09:45 0.251 1.82 04:10 0.99 09:40 3.55 1.63 03:10 0.50 07:25 2.57 0.088 0.088 03:40 0.011 09:40 0.261 1.89 04:05 0.86 09:50 3.73 1.74 03:15 0.57 08:40 2.74 0.102 0.102 03:20 0.010 09:50 0.288 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.07 1.62 0.733 0.105 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 134 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 1.17 1.34 0.034 1.21 1.23 0.033 01:00 1.17 1.00 0.025 1.14 1.23 0.030 02:00 1.04 0.79 0.017 1.14 1.09 0.026 03:00 0.98 0.75 0.015 1.05 0.85 0.018 04:00 0.92 0.65 0.011 1.00 0.84 0.017 05:00 1.01 0.98 0.020 1.01 0.85 0.017 06:00 1.24 1.53 0.050 1.25 1.46 0.041 07:00 1.70 2.07 0.090 2.06 2.19 0.128 08:00 2.27 2.21 0.147 2.53 2.17 0.169 09:00 3.08 2.19 0.221 2.96 2.20 0.210 10:00 3.07 2.25 0.226 3.23 2.17 0.234 11:00 2.72 2.11 0.179 2.80 2.06 0.181 12:00 2.39 1.99 0.142 2.77 2.27 0.199 13:00 2.59 2.20 0.175 3.00 2.02 0.198 14:00 2.60 2.10 0.168 2.85 2.16 0.198 15:00 2.65 2.05 0.169 3.05 2.22 0.221 16:00 2.70 2.13 0.180 2.57 2.10 0.166 17:00 2.57 2.11 0.167 2.59 2.20 0.177 18:00 2.40 2.08 0.149 2.26 2.08 0.138 19:00 2.42 1.91 0.138 2.12 1.98 0.118 20:00 2.49 1.97 0.149 2.00 2.04 0.112 21:00 2.46 2.16 0.160 2.04 1.92 0.110 22:00 1.81 2.01 0.096 1.65 1.83 0.077 23:00 1.43 1.52 0.052 1.18 1.34 0.034 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max 2.04 04:00 0.88 09:35 4.16 1.75 04:55 0.50 06:55 2.91 0.116 0.116 04:55 0.009 09:35 0.319 2.06 04:05 0.88 13:05 3.83 1.77 03:55 0.49 12:00 2.64 0.119 0.119 04:00 0.009 10:05 0.302 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 2.05 1.76 0.235 0.117 9D-AH206, Pipe Height: 11.63 in Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 135 of 176 A review of the hydrograph indicates that CARLSBAD_RG1 functioned under normal conditions during the period Saturday, February 22, 2014 through Sunday, May 11, 2014 . Site Commentary Overview CARLSBAD_RG1 Total Rainfall 2.59 " Page 136 of 176 Quality Form FM Initials:Project Name: City / State: QF 675007 Rev A0Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes ? Carlsbad Temp 2014 Carlsbad, CA 2/21/14 JG RG1 2229 Cannon RD X Monitor S/N:2890 N/A N/A N/A N/A N/A N/A N/A N/A x 2/21/14 Standard installation 1 Meter and 1 Rain bucket N/A RG 1 ADS Site Location RG1 Site Map NAccess Map N Planar NCross Section Drive/ Call p.o.c. to make appointment Monitor Series:3600 N/A N/A N/A N/A N/A N/A DNI DNI Page 137 of 176 Page 138 of 176 Page 139 of 176 Page 140 of 176 Page 141 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 2/22/2014 2/23/2014 2/24/2014 2/25/2014 0.11 2/26/2014 2/27/2014 0.14 2/28/2014 1.01 3/1/2014 0.64 3/2/2014 0.09 3/3/2014 0.01 3/4/2014 3/5/2014 3/6/2014 3/7/2014 3/8/2014 3/9/2014 3/10/2014 3/11/2014 3/12/2014 3/13/2014 3/14/2014 3/15/2014 3/16/2014 3/17/2014 3/18/2014 3/19/2014 3/20/2014 3/21/2014 3/22/2014 3/23/2014 3/24/2014 3/25/2014 3/26/2014 0.01 3/27/2014 3/28/2014 3/29/2014 3/30/2014 3/31/2014 4/1/2014 0.22 4/2/2014 0.21 4/3/2014 4/4/2014 4/5/2014 4/6/2014 4/7/2014 4/8/2014 Daily Tabular Report City of Carlsbad Daily Tabular Report For The Period 2/22/2014 - 5/11/2014 CARLSBAD_RG1, Pipe Height: Page 142 of 176 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 4/9/2014 4/10/2014 4/11/2014 4/12/2014 4/13/2014 4/14/2014 4/15/2014 4/16/2014 4/17/2014 4/18/2014 4/19/2014 4/20/2014 4/21/2014 4/22/2014 4/23/2014 4/24/2014 4/25/2014 4/26/2014 0.15 4/27/2014 4/28/2014 4/29/2014 4/30/2014 5/1/2014 5/2/2014 5/3/2014 5/4/2014 5/5/2014 5/6/2014 5/7/2014 5/8/2014 5/9/2014 5/10/2014 5/11/2014 Rain (in) Avg Total 2.59 Report Summary For The Period 2/22/2014 - 5/11/2014 Page 143 of 176 Week 1 - Daily Flow View For The Period 2/22/2014 - 2/28/2014 Time Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.02 01:00 0.01 02:00 0.03 03:00 0.02 04:00 0.04 0.15 05:00 0.03 0.06 06:00 0.01 0.01 07:00 0.01 0.01 08:00 0.01 0.02 09:00 0.02 10:00 0.09 0.01 0.03 11:00 0.02 0.18 12:00 0.20 13:00 14:00 15:00 0.15 16:00 0.01 17:00 0.03 18:00 19:00 20:00 21:00 0.02 22:00 0.03 23:00 0.01 0.03 Sat, 2/22/2014 Sun, 2/23/2014 Mon, 2/24/2014 Tue, 2/25/2014 Wed, 2/26/2014 Thu, 2/27/2014 Fri, 2/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.11 0.14 1.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 1.26 CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 2/22/2014 - 2/28/2014 City of Carlsbad Page 144 of 176 Week 2 - Daily Flow View For The Period 3/1/2014 - 3/7/2014 Time Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.32 01:00 0.12 02:00 03:00 04:00 05:00 0.01 06:00 0.01 07:00 0.02 08:00 0.01 09:00 0.03 0.04 10:00 0.02 0.02 11:00 12:00 13:00 14:00 15:00 16:00 0.03 17:00 0.08 18:00 0.01 19:00 20:00 0.02 21:00 22:00 23:00 Sat, 3/1/2014 Sun, 3/2/2014 Mon, 3/3/2014 Tue, 3/4/2014 Wed, 3/5/2014 Thu, 3/6/2014 Fri, 3/7/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.64 0.09 0.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.74 CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 3/1/2014 - 3/7/2014 City of Carlsbad Page 145 of 176 Week 3 - Daily Flow View For The Period 3/8/2014 - 3/14/2014 Time Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 3/8/2014 Sun, 3/9/2014 Mon, 3/10/2014 Tue, 3/11/2014 Wed, 3/12/2014 Thu, 3/13/2014 Fri, 3/14/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 3/8/2014 - 3/14/2014 City of Carlsbad Page 146 of 176 Week 4 - Daily Flow View For The Period 3/15/2014 - 3/21/2014 Time Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 3/15/2014 Sun, 3/16/2014 Mon, 3/17/2014 Tue, 3/18/2014 Wed, 3/19/2014 Thu, 3/20/2014 Fri, 3/21/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 3/15/2014 - 3/21/2014 City of Carlsbad Page 147 of 176 Week 5 - Daily Flow View For The Period 3/22/2014 - 3/28/2014 Time Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 0.01 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 3/22/2014 Sun, 3/23/2014 Mon, 3/24/2014 Tue, 3/25/2014 Wed, 3/26/2014 Thu, 3/27/2014 Fri, 3/28/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.01 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.01 CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 3/22/2014 - 3/28/2014 City of Carlsbad Page 148 of 176 Week 6 - Daily Flow View For The Period 3/29/2014 - 4/4/2014 Time Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.13 01:00 0.03 02:00 03:00 0.01 04:00 0.01 05:00 0.04 06:00 0.14 0.03 07:00 0.01 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 0.03 Sat, 3/29/2014 Sun, 3/30/2014 Mon, 3/31/2014 Tue, 4/1/2014 Wed, 4/2/2014 Thu, 4/3/2014 Fri, 4/4/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.22 0.21 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.43 CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 3/29/2014 - 4/4/2014 City of Carlsbad Page 149 of 176 Week 7 - Daily Flow View For The Period 4/5/2014 - 4/11/2014 Time Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 4/5/2014 Sun, 4/6/2014 Mon, 4/7/2014 Tue, 4/8/2014 Wed, 4/9/2014 Thu, 4/10/2014 Fri, 4/11/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 4/5/2014 - 4/11/2014 City of Carlsbad Page 150 of 176 Week 8 - Daily Flow View For The Period 4/12/2014 - 4/18/2014 Time Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 4/12/2014 Sun, 4/13/2014 Mon, 4/14/2014 Tue, 4/15/2014 Wed, 4/16/2014 Thu, 4/17/2014 Fri, 4/18/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 4/12/2014 - 4/18/2014 City of Carlsbad Page 151 of 176 Week 9 - Daily Flow View For The Period 4/19/2014 - 4/25/2014 Time Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 4/19/2014 Sun, 4/20/2014 Mon, 4/21/2014 Tue, 4/22/2014 Wed, 4/23/2014 Thu, 4/24/2014 Fri, 4/25/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 4/19/2014 - 4/25/2014 City of Carlsbad Page 152 of 176 Week 10 - Daily Flow View For The Period 4/26/2014 - 5/2/2014 Time Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 0.02 01:00 0.11 02:00 0.02 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 4/26/2014 Sun, 4/27/2014 Mon, 4/28/2014 Tue, 4/29/2014 Wed, 4/30/2014 Thu, 5/1/2014 Fri, 5/2/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max 0.15 Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg 0.15 CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 4/26/2014 - 5/2/2014 City of Carlsbad Page 153 of 176 Week 11 - Daily Flow View For The Period 5/3/2014 - 5/9/2014 Time Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 5/3/2014 Sun, 5/4/2014 Mon, 5/5/2014 Tue, 5/6/2014 Wed, 5/7/2014 Thu, 5/8/2014 Fri, 5/9/2014 D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 5/3/2014 - 5/9/2014 City of Carlsbad Page 144 of 176 Week 12 - Daily Flow View For The Period 5/10/2014 - 5/11/2014 Time Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Sat, 5/10/2014 Sun, 5/11/2014 D V Q Rain D V Q Rain Total Avg Time Min Time Max Depth (in) : D Velocity (ft/s) : V Quantity (MGD - Total MG) : Q Rain (in) : Rain D V Q Rain Total Avg CARLSBAD_RG1, Pipe Height: Weekly Detailed Report For The Period 5/10/2014 - 5/11/2014 City of Carlsbad Page 155 of 176 1 4.Wet Weather Analysis This section describes an evaluation of wet weather impacts on system flows by summarizing excess flow rates and volumes from the studied sewer shed areas (basins) associated with each flow monitoring site during rain events that occurred during the study period. This section also describes an evaluation of dry weather flow data for purposes of determining base wastewater flows (to compare wet weather flows against). A map of site/basin locations is depicted on the next page. Dry Weather Analysis Prior to conducting a wet weather analysis, a dry weather analysis must first be performed by reviewing data obtained during dry weather conditions. For this analysis, a dry day is defined as any day in which there was less than 0.10 in. of rain in the previous day, less than 0.50 in. of rain in the previous three days, and less than 1.00 in. of rain in the previous five days. This process automatically eliminates the selection of most wet weather events and the periods associated with recovery from these events. Once the initial dry days are selected, they are compared to one another to make sure that the flow pattern for each day is repeatable. Any days that have an inconsistent flow pattern are removed from consideration. The resulting dry days are then averaged to establish an average diurnal flow pattern from the site. The dry weather analysis evaluates the weekday pattern separate from the weekend pattern to account for differences often observed. Dry weather flows were evaluated for each basin during the study period. Recorded flow rates from the sanitary sewer monitoring location for each dry day are overlaid on a hydrograph, enabling a typical or average dry day flow (ADF) and minimum daily flow (MDF) to be determined for Weekdays and Weekends as depicted in Figure 4.1 for basin 18C-3. Page 156 of 176 2 Page 157 of 176 3 Figure 4.1 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0 3 6 9 12 15 18 21 Dry Weather Flow 18C-3 MGDHours Weekdays Weekends Table 4.1 summarizes the values for net (basin) ADF for weekdays and weekends. Wet Weather Analysis A wet weather analysis is performed by comparing specific wet weather events to average dry weather flows (ADF). Two (2) rain events were recorded and evaluated during the monitoring period. The events include 1.41 inch of rain February 28, 2014, and 0.24 inch of rain on April 1, 2014. Based on these events, an analysis was conducted to characterize the impact of wet weather on flow measured in the basins. Recorded flow rates for a specific storm event are plotted against average dry weather conditions. The difference observed represents the rain-dependent inflow and infiltration (RDII or I/I) entering the sanitary sewer system upstream from this monitoring location and is called a storm hydrograph. Figure 4.2 depicts a storm hydrograph for site/basin 18C-3 during the largest study storm on February 28, 2014. Page 158 of 176 4 Figure 4.2 0.150 in/hr 04:00 Storm Event - 2/28/2014 2:30:00 AM 18C-3 Rainfal l (in)Flow (MGD)StormsDate 27 Thu Feb 2014 28 Fri 1 Sat 2 Sun 3 Mon 4 Tue 0.00 0.05 0.10 0.15 0.20 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 01 Rainfall Gross Q Gross I/I Pr ecomp(+)Weekdays Weekends I/I calculations are made for each storm event, as shown in the colored bands above. The first period (defaulted to 24 hours) following the onset of rain is referred to as the Storm Period. The following period is referred to as Recovery 1, and the next period is referred to as Recovery 2. The storm hydrograph for this location showed an immediate excess flow response (shown as “Gross I/I” in the above hydrograph) to the most intense periods of the February 28 rainfall event, although overall volume of I/I was low. Once the calculations were complete for each storm event, excess wet weather flow volumes and maximum peaks were plotted as a function of rainfall volume and intensity on graphs commonly referred to as Q-vs-i graphs. The rain volume vs. excess flow volume (volume-based) Q-vs-i as well as peak rain intensity vs. excess peak flow rate (rate-based)Q-vs-i graph for site/basin 18C-3 are shown in Figure 4.3. Page 159 of 176 5 Figure 4.3 (2/28/2014) (4/1/2014) 0.000 0.005 0.010 0.015 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 Q vs i - 18C-3 Storm Period Net RDII Volume vs. Rainfall Depth Storm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms (2/28/2014) (4/1/2014) 0.00 0.02 0.04 0.06 0.08 0.10 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 Q vs i - 18C-3 Peak Net I/I vs. Rolling Peak Rainfall Intensity Peak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr) AllStorms The volume-based and rate-based Q-vs-i graphs for this basin generally show an apparent correlation between excess wastewater volume/rate and rainfall. These charts suggest about 10,000 gallons of I/I is generated per inch of rain and 0.06 mgd peak I/I is generated per 0.1 in/hr rain intensity from basin 18C-3. To properly characterize relative I/I performance among the basins evaluated, the wet weather I/I responses must be normalized according to basin size and/or rainfall. The net I/I (normalized to show % rainfall ingress into each basin)and peak rates per inch of rainfall for each evaluated basin for the February storm are depicted in the bar charts as Figures 4.4a and 4.4b, respectively. The I/I normalized volumes are all well below 1%, which is considered low. However, looking at the responses in terms of peak I/I per inch of rain, basin 18C-3 generates short term peak of about 0.47 mgd per inch of rain. Basin 5D-28 also generates about 0.22 mgd per inch of rain and appears to be very sensitive to rain intensity.Another means of normalizing is to compare peak I/I rate to typical dry Page 160 of 176 6 day flow rate. This can be done by determining I/I peak factors (peak I/I rate+ADF divided by ADF), and are summarized in Figure 4.4c. An I/I peak factor of 1.0 would indicate no discernible I/I response, whereas a peak factor of 10.0 would indicate a very high peak I/I response since the basin generates an instantaneous peak flow that is 10 times higher than the average daily flow rate. Figure 4.4a Figure 4.4b 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 Q vs. i Statistics and Projections Slope of the Rain to Time-of-Peak RDII vs. Peak Net RDII for the AllStorms QvsiGroup of the AllStorms QvsiConfiguration Slope(MGD/in)Basin 10c-25 18C-3 5D-28 6A-13 9D-60 9D-AH206Basin Slope 0.177 0.465 0.218 0.125 0.074 0.058 0.5 1.0 1.5 2.0 Rainfall Dependent Inflow/Infiltration NetIIVolumeStorm for 02/28/2014 02:30 am Volume(% Rainfall)Basin 10c-25 18C-3 5D-28 6A-13 9D-60 9D-AH206Basin 02/28/2014 02:30 am 0.300 0.430 0.353 0.543 0.471 0.500 Page 161 of 176 8 Figure 4.4c I/I Peak Factors Based on the volumetric I/I performance criteria in Figure 4.4a, the basins generate relatively low overall volumes of I/I. However, looking at I/I peaks, basin 18c-3 generates the highest peak rate per inch of rainfall. Looking at peak factor (or peak I/I as a multiple of typical ADF), basin 5D-28 generated the largest relative peak I/I. The relatively low volume of I/I and high peak I/I rates in basins 18c-3 and 5D-28 are an indication of sharply defined peaks, during periods of more intense rain, that quickly recover to normal flow conditions. This type of response is typically categorized as inflow, or having direct sources of rainwater intrusion such as from flooded areas leaking into manholes or other directly connected area drainage sources. Site investigation of possible inflow sources may be warranted in basins 5D-28 and 18c- 3 if peak flows during storms create capacity issues. Such investigations could include determining flooding areas that may impact sanitary manhole covers and improving storm drainage in such areas. Smoke testing could be conducted to aid in determining if there are any directly connected area drainage sources such as roof downspouts, inadvertent storm connections to the sanitary sewer, or other drains such as parking lots or open areas/ yards. The computed values for I/I volume (% rain ingress), peak I/I (mgd per inch of rain) and I/I Peaking Factor (mgd peak as a multiple of ADF) are summarized in Table 4.1. Hydrographs of the flow monitoring period, dry day hydrographs, storm hydrographs, and volume and rate based Q vs i graphs are included in the Appendix of this report. Page 162 of 176 9 Table 4.1 Basin Wet Weather Performance Summary ADF (mgd) Basin weekend weekday I/I (% rain) I/I peak (mgd/in) I/I peak (mgd) I/I peak factor 10c-25 0.093 0.099 0.3 0.18 0.15 2.61 18C-3 0.06 0.058 0.4 0.47 0.089 2.48 5D-28 0.024 0.023 0.4 0.22 0.115 5.79 6A-13 0.163 0.15 0.5 0.13 0.105 1.64 9D-60 0.127 0.119 0.5 0.07 0.055 1.43 9D- AH206 0.129 0.105 0.5 0.06 0.061 1.47 Page 163 of 176 0.060.070.080.090.100.110.120.130.140.15036912151821Dry Weather Flow10c-25MGDHoursWeekdaysWeekendsPipe Flow10c-25Rainfall (in)Flow (MGD)Date22 SatFeb 20141 Sat8 Sat15 Sat22 Sat1 Tue8 Tue15 Tue22 Tue1 Thu8 Thu15 Thu0.000.050.100.150.200.000.050.100.150.200.250.00.0RainfallQfinal(g)01234567891011120123456780.0750.30.60.91.21.51.82.12.42.7Scatter Graph10c-25VFINAL (ft/s)Iso Q (MGD)DFINAL (in)Lanfear-Coll (C-LC = 22.36)Page 165 of 176 0.370 in/hr 11:20Storm Event - 2/28/2014 2:30:00 AM10c-25Rainfall (in)Flow (MGD)Storms Date27 ThuFeb 201428 Fri1 Sat2 Sun3 Mon4 Tue0.000.050.100.150.200.250.300.350.400.000.020.040.060.080.100.120.140.160.180.200.220.240.00.51.0RainfallGross QGross I/IPrecomp(+)WeekdaysWeekends0.150 in/hr 00:35Storm Event - 4/1/2014 11:30:00 PM10c-25Rainfall (in)Flow (MGD)Storms Date31 MonMar 20141 Tue2 Wed3 Thu4 Fri5 Sat0.000.020.040.060.080.100.120.140.160.000.020.040.060.080.100.120.140.160.180.00.51.0RainfallGross QGross I/IPrecomp(-)Weekdays (2/28/2014) (4/1/2014)0.0000.0050.0100.0150.0200.0250.00.20.40.60.81.01.21.41.61.8Q vs i - 10c-25Storm Period Net RDII Volume vs. Rainfall DepthStorm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in)AllStorms (2/28/2014) (4/1/2014)0.000.020.040.060.080.100.120.140.160.180.000.050.100.150.200.250.300.350.400.45Q vs i - 10c-25Peak Net I/I vs. Rolling Peak Rainfall IntensityPeak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr)AllStormsPage 166 of 176 0.020.030.040.050.060.070.080.090.100.11036912151821Dry Weather Flow18C-3MGDHoursWeekdaysWeekendsPipe Flow18C-3Rainfall (in)Flow (MGD)Date22 SatFeb 20141 Sat8 Sat15 Sat22 Sat1 Tue8 Tue15 Tue22 Tue1 Thu8 Thu15 Thu0.000.050.100.150.200.000.050.100.150.00.0RainfallQfinal(g)0.00.51.01.52.02.53.03.54.00246810120.050.20.40.60.811.21.41.61.8Scatter Graph18C-3VFINAL (ft/s)Iso Q (MGD)DFINAL (in)Lanfear-Coll (C-LC = 5.60)Page 167 of 176 0.150 in/hr 04:00Storm Event - 2/28/2014 2:30:00 AM18C-3Rainfall (in)Flow (MGD)Storms Date27 ThuFeb 201428 Fri1 Sat2 Sun3 Mon4 Tue0.000.020.040.060.080.100.120.140.160.180.200.220.000.020.040.060.080.100.120.140.160.00.51.0RainfallGross QGross I/IPrecomp(+)WeekdaysWeekends0.110 in/hr 23:45Storm Event - 4/1/2014 11:30:00 PM18C-3Rainfall (in)Flow (MGD)Storms Date31 MonMar 20141 Tue2 Wed3 Thu4 Fri5 Sat0.000.020.040.060.080.100.120.000.020.040.060.080.100.120.00.51.0RainfallGross QGross I/IPrecomp(+)Weekdays (2/28/2014) (4/1/2014)0.0000.0020.0040.0060.0080.0100.0120.0140.0160.00.20.40.60.81.01.21.41.61.8Q vs i - 18C-3Storm Period Net RDII Volume vs. Rainfall DepthStorm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in)AllStorms (2/28/2014) (4/1/2014)0.000.010.020.030.040.050.060.070.080.090.100.110.000.050.100.15Q vs i - 18C-3Peak Net I/I vs. Rolling Peak Rainfall IntensityPeak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr)AllStormsPage 168 of 176 0.0150.0200.0250.0300.0350.040036912151821Dry Weather Flow5D-28MGDHoursWeekdaysWeekendsPipe Flow5D-28Rainfall (in)Flow (MGD)Date22 SatFeb 20141 Sat8 Sat15 Sat22 Sat1 Tue8 Tue15 Tue22 Tue1 Thu8 Thu15 Thu0.000.050.100.150.200.000.050.100.00.0RainfallQfinal(g)012345670123456780.050.20.40.60.811.21.41.6Scatter Graph5D-28VFINAL (ft/s)Iso Q (MGD)DFINAL (in)Lanfear-Coll (C-LC = 14.08)Page 169 of 176 0.180 in/hr 10:55Storm Event - 2/28/2014 2:30:00 AM5D-28Rainfall (in)Flow (MGD)Storms Date27 ThuFeb 201428 Fri1 Sat2 Sun3 Mon4 Tue0.000.020.040.060.080.100.120.140.160.180.200.220.000.020.040.060.080.100.120.140.00.51.0RainfallGross QGross I/IPrecomp(+)WeekdaysWeekends0.150 in/hr 00:35Storm Event - 4/1/2014 11:30:00 PM5D-28Rainfall (in)Flow (MGD)Storms Date31 MonMar 20141 Tue2 Wed3 Thu4 Fri5 Sat0.000.020.040.060.080.100.120.140.160.000.010.020.030.040.050.060.070.00.51.0RainfallGross QGross I/IPrecomp(+)Weekdays (2/28/2014) (4/1/2014)0.0000.0010.0020.0030.0040.0050.0060.0070.0080.0090.0100.0110.00.20.40.60.81.01.21.41.61.8Q vs i - 5D-28Storm Period Net RDII Volume vs. Rainfall DepthStorm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in)AllStorms (2/28/2014) (4/1/2014)0.000.020.040.060.080.100.120.140.000.050.100.150.20Q vs i - 5D-28Peak Net I/I vs. Rolling Peak Rainfall IntensityPeak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr)AllStormsPage 170 of 176 0.050.100.150.200.25036912151821Dry Weather Flow6A-13MGDHoursWeekdaysWeekendsPipe Flow6A-13Rainfall (in)Flow (MGD)Date22 SatFeb 20141 Sat8 Sat15 Sat22 Sat1 Tue8 Tue15 Tue22 Tue1 Thu8 Thu15 Thu0.000.050.100.150.200.00.10.20.30.00.0RainfallQfinal(g)0246810121416180123456780.10.40.81.21.622.42.83.23.6Scatter Graph6A-13VFINAL (ft/s)Iso Q (MGD)DFINAL (in)Lanfear-Coll (C-LC = 33.03)Page 171 of 176 0.370 in/hr 11:20Storm Event - 2/28/2014 2:30:00 AM6A-13Rainfall (in)Flow (MGD)Storms Date27 ThuFeb 201428 Fri1 Sat2 Sun3 Mon4 Tue0.000.050.100.150.200.250.300.350.400.000.050.100.150.200.250.300.350.00.51.0RainfallGross QGross I/IPrecomp(+)WeekdaysWeekends0.150 in/hr 00:35Storm Event - 4/1/2014 11:30:00 PM6A-13Rainfall (in)Flow (MGD)Storms Date1 TueApr 20142 Wed3 Thu4 Fri5 Sat0.000.020.040.060.080.100.120.140.160.000.050.100.150.200.250.00.51.0RainfallGross QGross I/IPrecomp(-)Weekdays (2/28/2014) (4/1/2014)0.0000.0020.0040.0060.0080.0100.0120.0140.0160.0180.00.20.40.60.81.01.21.41.61.8Q vs i - 6A-13Storm Period Net RDII Volume vs. Rainfall DepthStorm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in)AllStorms (2/28/2014) (4/1/2014)0.000.010.020.030.040.050.060.070.080.090.100.110.120.130.000.050.100.150.200.250.300.350.400.45Q vs i - 6A-13Peak Net I/I vs. Rolling Peak Rainfall IntensityPeak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr)AllStormsPage 172 of 176 0.060.080.100.120.140.160.18036912151821Dry Weather Flow9D-60MGDHoursWeekdaysWeekendsPipe Flow9D-60Rainfall (in)Flow (MGD)Date22 SatFeb 20141 Sat8 Sat15 Sat22 Sat1 Tue8 Tue15 Tue22 Tue1 Thu8 Thu15 Thu0.000.050.100.150.200.000.050.100.150.200.00.0RainfallQfinal(g)0.00.51.01.52.02.50123456789100.02250.090.180.270.360.450.540.630.720.81Scatter Graph9D-60VFINAL (ft/s)Iso Q (MGD)DFINAL (in)Lanfear-Coll (C-LC = 4.77)Page 173 of 176 0.370 in/hr 11:20Storm Event - 2/28/2014 2:30:00 AM9D-60Rainfall (in)Flow (MGD)Storms Date27 ThuFeb 201428 Fri1 Sat2 Sun3 Mon4 Tue0.000.050.100.150.200.250.300.350.400.000.020.040.060.080.100.120.140.160.180.00.51.0RainfallGross QGross I/IPrecomp(-)WeekdaysWeekends0.150 in/hr 00:35Storm Event - 4/1/2014 11:30:00 PM9D-60Rainfall (in)Flow (MGD)Storms Date1 TueApr 20142 Wed3 Thu4 Fri5 Sat0.000.020.040.060.080.100.120.140.160.000.020.040.060.080.100.120.140.160.180.00.51.0RainfallGross QGross I/IPrecomp(+)Weekdays (2/28/2014) (4/1/2014)0.0000.0010.0020.0030.0040.0050.0060.0070.0080.0090.0100.00.20.40.60.81.01.21.41.61.8Q vs i - 9D-60Storm Period Net RDII Volume vs. Rainfall DepthStorm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in)AllStorms (2/28/2014) (4/1/2014)0.000.010.020.030.040.050.060.070.000.050.100.150.200.250.300.350.400.45Q vs i - 9D-60Peak Net I/I vs. Rolling Peak Rainfall IntensityPeak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr)AllStormsPage 174 of 176 0.020.040.060.080.100.120.140.160.180.200.220.24036912151821Dry Weather Flow9D-AH206MGDHoursWeekdaysWeekendsPipe Flow9D-AH206Rainfall (in)Flow (MGD)Date22 SatFeb 20141 Sat8 Sat15 Sat22 Sat1 Tue8 Tue15 Tue22 Tue1 Thu8 Thu15 Thu0.000.050.100.150.200.00.10.20.30.00.0RainfallQfinal(g)0.00.51.01.52.02.53.03.54.04.55.05.56.00246810120.0750.30.60.91.21.51.82.12.42.7Scatter Graph9D-AH206VFINAL (ft/s)Iso Q (MGD)DFINAL (in)Lanfear-Coll (C-LC = 8.50)Page 175 of 176 0.370 in/hr 11:20Storm Event - 2/28/2014 2:30:00 AM9D-AH206Rainfall (in)Flow (MGD)Storms Date27 ThuFeb 201428 Fri1 Sat2 Sun3 Mon4 Tue0.000.050.100.150.200.250.300.350.400.000.020.040.060.080.100.120.140.160.180.200.220.00.51.0RainfallGross QGross I/IPrecomp(-)WeekdaysWeekends0.150 in/hr 00:35Storm Event - 4/1/2014 11:30:00 PM9D-AH206Rainfall (in)Flow (MGD)Storms Date1 TueApr 20142 Wed3 Thu4 Fri5 Sat0.000.020.040.060.080.100.120.140.160.000.050.100.150.200.250.00.51.0RainfallGross QGross I/IPrecomp(-)Weekdays (2/28/2014) (4/1/2014)0.0000.0010.0020.0030.0040.0050.0060.0070.0080.0090.0100.00.20.40.60.81.01.21.41.61.8Q vs i - 9D-AH206Storm Period Net RDII Volume vs. Rainfall DepthStorm Period Net RDII Volume (mg)Storm Period Rainfall Depth (in)AllStorms (2/28/2014) (4/1/2014)0.000.010.020.030.040.050.060.070.080.090.100.110.120.130.000.050.100.150.200.250.300.350.400.45Q vs i - 9D-AH206Peak Net I/I vs. Rolling Peak Rainfall IntensityPeak Net I/I (MGD)Rolling Peak Rainfall Intensity (in/hr)AllStormsPage 176 of 176 City of Carlsbad Sewer Flow Verification Study January 28, 2016 – March 27, 2016 Final Report Submitted to: City of Carlsbad May 24, 2016 Carlsbad Temps ........................................................................................................................................................2 Carlsbad Temp 2016...........................................................................................................................................2 Locations ......................................................................................................................................................9 12C-26....................................................................................................................................................9 Attachments...................................................................................................................................11 Graphs ...........................................................................................................................................12 Tabular Reports .............................................................................................................................14 35D-1....................................................................................................................................................16 Attachments...................................................................................................................................18 Graphs ...........................................................................................................................................19 Tabular Reports .............................................................................................................................21 41D-51..................................................................................................................................................23 Attachments...................................................................................................................................25 Graphs ...........................................................................................................................................26 Tabular Reports .............................................................................................................................28 42C-10..................................................................................................................................................30 Attachments...................................................................................................................................32 Graphs ...........................................................................................................................................33 Tabular Reports .............................................................................................................................35 42C-47..................................................................................................................................................37 Attachments...................................................................................................................................39 Graphs ...........................................................................................................................................40 Tabular Reports .............................................................................................................................42 6B-4......................................................................................................................................................44 Attachments...................................................................................................................................46 Graphs ...........................................................................................................................................47 Tabular Reports .............................................................................................................................49 RG1......................................................................................................................................................51 Attachments...................................................................................................................................52 Graphs ...........................................................................................................................................53 Tabular Reports .............................................................................................................................54 Table of Contents Page 1 of 55 Home Page City of Carlsbad Sewer Flow Verification Study January 28, 2016 - March 27, 2016 Prepared for: Mr. Don Wasko City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008-8802 Prepared by: ADS Environmental Services, Inc. 4820 Mercury Street, Suite C San Diego, CA 92111 Page 2 of 55 Letter of Transmittal A Division of ADS LLC 4820 Mercury Street, Suite CSan Diego, CA 92111 www.adsenv.com May 18, 2016 City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008-8802 Dear Mr. Wasko, ADS is pleased to submit the Report - City of Carlsbad Sewer Flow Verification Study. Unfortunately, due to the minimal rainfall received and the lack of system response, a meaningful Inflow and Infiltration Analysis was not possible. Metering was performed at six (6) locations and one (1) rain gauge for the period of January 28, 2016 through March 27, 2016. The report contains hourly averaged depth, velocity, and quantity hydrographs as well as daily long tables for the metering period in pdf format. An Excel file containing depth, quantity, and velocity entities for the flow monitoring location in 15-minute format is also provided. In addition, we would be happy to further explain any details about the report that may seem unclear. Should you have any questions or comments, I can be reached at (858) 571-0045. You may also contact the Project Manager, Neil Volk at (858) 571- 0045. Thank you for choosing ADS products and services to meet your flow monitoring needs. Sincerely, ADS ENVIRONMENTAL SERVICES Sean O'Donnell Data Analyst Page 3 of 55 Methodology Introduction Background City of Carlsbad entered into agreement with ADS Environmental Services to conduct flow monitoring at (6) six locations and (1) one rain gauge location in the City of Carlsbad, CA. The study was contracted for a (60) sixty day monitoring period. Once installed the meters obtained flow data from each selected location to verify daily flow variations to aid the City of Carlsbad in sewer flow verification. The contract also included an I/I Analysis for the locations monitored. However, due insufficient rain and the lack of response by the Carlsbad System a meaningful inflow and infiltration analysis was not feasible. Project Scope The scope of this study involved using a temporary flow monitor to quantify wastewater flow at the designated locations. Specifically, the study included the following key components. •Investigate the proposed flow-monitoring site for adequate hydraulic conditions. •Flow monitor installation. •Flow monitor confirmations and data collections. •Flow data analysis. Equipment installation was accomplished on January 22, 2016. The monitoring period began on January 28, 2016 and was completed on March 27, 2016. Equipment and Methodology Flow Quantification Methods There are two main equations used to measure open channel flow: the Continuity Equation and the Manning Equation. The Continuity Equation, which is considered the most accurate, can be used if both depth of flow and velocity are available. In cases where velocity measurements are not available or not practical to obtain, the Manning Equation can be used to estimate velocity from the depth data based on certain physical characteristics of the pipe (i.e. the slope and roughness of the pipe being measured). However, the Manning equation assumes uniform, steady flow hydraulic conditions with non-varying roughness, which are typically invalid assumptions in most sanitary sewers. The Continuity Equation was used exclusively for this study. Continuity Equation The Continuity Equation states that the flow quantity (Q) is equal to the wetted area (A) multiplied by the average velocity (V) of the flow. Q = A * V This equation is applicable in a variety of conditions including backwater, surcharge, and reverse flow. Most modern flow monitoring equipment, including the ADS Models, measure both depth and velocity and therefore use the Continuity Equation to calculate flow quantities. Page 4 of 55 Flow Monitoring Equipment The monitor selected for this project was the ADS Model FlowShark-flow monitor. This flow monitor is an area velocity flow monitor that uses both the Continuity and Manning's equations to measure flow. The ADS Model FlowShark-flow monitor consists of data acquisition sensors and a battery-powered microcomputer. The microcomputer includes a processor unit, data storage, and an on-board clock to control and synchronize the sensor recordings. The monitor was programmed to acquire and store depth of flow and velocity readings at 15-minute intervals. Three types of data acquisition sensors are available for the ADS Model FlowShark- flow monitor. The primary depth measurement device is the ADS quad-redundant ultrasonic level sensor. This sensor uses four independent ultrasonic transceivers in pairs to measure the distance from the face of the transceiver housing to the water surface (air range) with up to four transceiver pairs, of the available ones, active at one time. The elapsed time between transmitting and receiving the ultrasonic waves is used to calculate the air range between the sensor and flow surface based on the speed of sound in air. Sensors in the transceiver housing measure temperature, which is used to compensate the ultrasonic signal travel time. The speed of sound will vary with temperature. Since the ultrasonic level sensor is mounted out of the flow, it creates no disturbance to normal flow patterns and does not affect site hydraulics. Redundant flow depth data can be provided by a pressure depth sensor, and is independent from the ultrasonic level sensor. This sensor uses a piezo-resistive crystal to determine the difference between hydrostatic and atmospheric pressure. The pressure sensor is temperature compensated and vented to the atmosphere through a desiccant filled breather tube. Pressure depth sensors are typically used in large size channels and applications where surcharging is anticipated. Its streamlined shape minimizes flow distortion. Velocity is measured using the ADS V-3 digital Doppler velocity sensor. This sensor measures velocity in the cross-sectional area of flow. An ultrasonic carrier is transmitted upstream into the flow, and is reflected by suspended particles, air bubbles, or organic matter with a frequency shift proportional to the velocity of the reflecting objects. The reflected signal is received by the sensor and processed using digital spectrum analysis to determine the peak flow velocity. Collected peak velocity information is filtered and processed using field confirmation information and proprietary software to determine the average velocity, which is used to calculate flow quantities. The sensor's small profile, measuring 1.5 inches by 1.15 inches by 0.50 inches thick, minimizes the affects on flow patterns and site hydraulics. Installation Installation of flow monitoring equipment typically proceeds in four steps. First, the site is investigated for safety and to determine physical and hydraulic suitability for the flow monitoring equipment. Second, the equipment is physically installed at the selected location. Third, the monitor is tested to assure proper operation of the velocity and depth of flow sensors and verify that the monitor clock is operational and synchronized to the master computer clock. Fourth, the depth and velocity sensors are confirmed and line confirmations are performed. A typical flow monitor installation is shown in Figure 2.1. Page 5 of 55 The installations depicted in Figures 2.1 are typical for circular or oval pipes up to approximately 104-inches in diameter or height. In installations into pipes 42-inches or less in diameter, depth and velocity sensors are mounted on an expandable stainless steel ring and installed one to two pipe diameters upstream of the pipe/manhole connection in the incoming sewer pipe. This reduces the affects of turbulence and backwater caused by the connection. In pipes larger than 42 inches in diameter, a special installation is made using two sections of the ring installed one to two feet upstream of the pipe/manhole connection; one bolted to the crown of the pipe for the depth sensor, and the other bolted to the bottom of the pipe (bolts are usually placed just above the water line) to hold the velocity sensor. Figure 2.1 Typical Installation Large Pipe ( > 42" Diameter) Small Pipe ( 8" to 42" Diameter) Data Collection, Confirmation, and Quality Assurance During the monitoring period, field crews visit each monitoring location to retrieve data, verify proper monitor operation, and document field conditions. The following quality assurance steps are taken to assure the integrity of the data collected: •Measure Power Supply: The monitor is powered by a dry cell battery pack. Power levels are recorded and battery packs replaced, if necessary. A separate battery provides Page 6 of 55 back-up power to memory, which allows the primary battery to be replaced without the loss of data. •Perform Pipe Line Confirmations and Confirm Depth and Velocity: Once equipment and sensor installation is accomplished, a member of the field crew descends into the manhole to perform a field measurement of flow rate, depth and velocity to confirm they are in agreement with the monitor. Since the ADS V-3 velocity sensor measures peak velocity in the wetted cross-sectional area of flow, velocity profiles are also taken to develop a relationship between peak and average velocity in lines that meet the hydraulic criteria. •Measure Silt Level: During site confirmation, a member of the field crew descends into the manhole and measures and records the depth of silt at the bottom of the pipe. This data is used to compute the true area of flow. •Confirm Monitor Synchronization: The field crew checks the flow monitor's clock for accuracy. •Upload and Review Data: Data collected by the monitor is uploaded and reviewed for comparison with previous data. All readings are checked for consistency and screened for deviations in the flow patterns, which indicate system anomalies or equipment failure. Data Analysis and Presentation Data Analysis A flow monitor is typically programmed to collect data at either 15-minute or 5-minute intervals throughout the monitoring period. The monitor stores raw data consisting of (1) the air range (distance from sensor to top of flow) for each active ultrasonic depth sensor pair and (2) the peak velocity. If the monitor is equipped with a pressure sensor, then a depth reading from this sensor may also be stored. When the field personnel collects the data, the air range is converted to depth data based on the pipe height and physical offset (distance from the top of the pipe to the surface of the ultrasonic sensor). The data is imported into ADS's proprietary software and is examined by a data analyst to verify its integrity. The data analyst also reviews the daily field reports and site visit records to identify conditions that would affect the collected data. Velocity profiles and the line confirmation data developed by the field personnel are reviewed by the data analyst to identify inconsistencies and verify data integrity. Velocity profiles are reviewed and an average to peak velocity ratio is calculated for the site. This ratio is used in converting the peak velocity measured by the sensor to the average velocity used in the Continuity equation. The data analyst selects which ultrasonic pairs and/or depth sensor entity will be used to calculate the final depth information. Silt levels present at each site visit are reviewed and representative silt levels established. Selections for the above parameters can be constant or can change during the monitoring period. While the data analysis process is described in a linear manner, it often requires an iterative approach to accurately complete. Data Presentation This type of flow monitoring project generates a large volume of data. To facilitate review of the data, results have been provided in graphical and tabular formats. The flow data is presented graphically in the form of scattergraphs and hydrographs. The data depicted on the hydrograph is based on hourly averaged data. The table Page 7 of 55 is provided in daily average format. The table shows the flow rate for each day, along with the daily minimum and maximums, the times they were observed, the total daily flow, and total flow for the month (or monitoring period). The following explanation of terms may aid in interpretation of the table and hydrograph. DEPTH - Final calculated depth measurement (in inches) QUANTITY - Final calculated flow rate (in MGD) VELOCITY - Final calculated flow velocity (in feet per second) REPORT TOTAL - Total volume of flow recorded for the indicated time period (in MG) Page 8 of 55 Site Commentary Site Information 12C-26 Pipe Dimensions 12.25 " Silt Level 0.00" Overview Site 12C-26 functioned under normal conditions during the period Thursday, January 28, 2016 to Sunday, March 27, 2016 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 28, 2016 to Sunday, March 27, 2016 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 40% full at its recorded peak of 4.84 inches and approximately 31% full during its recorded average depth of 3.79 inches. Observed Flow Conditions Item Depth(in)Velocity(ft/s)Quantity(MGD) Average 3.79 0.52 0.073 Minimum 2.61 0.21 0.019 Maximum 6.80 0.95 0.254 Time of Minimum 2/14/2016 4:30 AM 2/25/2016 2:25 AM 2/25/2016 2:25 AM Time of Maximum 3/16/2016 9:40 AM 3/17/2016 9:05 AM 3/17/2016 9:05 AM Data Quality Data uptime observed during the Thursday, January 28, 2016 to the Sunday, March 27, 2016 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 9 of 55 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 10 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/21/16 JG 12C-26 Tamarack Ave and Kirkwall Ave X Monitor S/N:16013 12C-26 N/A 12.25" 12.00" #166.219.19.138 120.00" Precast / Good VCP / Good 1/27/15 @ 11:30 AM 3.75 0.25 .70 0.00" Standard installation 103 Ultra and 103 Velocity No Evidence of Surcharge ADS Site Location 12C-26 Site Map NAccess Map N Planar NCross Section Drive South on Tamarack 0.2 miles passed Kirkwall Ave. It’ll be on the left hand side off the easement Low depth with low velocity Monitor Series:5000AG Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI x X12.25" x 12.00"120.00" Flow Dir. Page 11 of 55 Page 12 of 55 Page 13 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 04:15 3.05 07:10 4.91 3.85 03:35 0.37 07:30 0.84 0.53 04:15 0.038 07:30 0.149 0.076 0.076 1/29/2016 01:10 3.10 09:20 4.81 3.85 01:10 0.39 11:35 0.84 0.52 01:10 0.040 11:35 0.149 0.075 0.075 1/30/2016 05:15 2.98 16:00 4.99 3.93 05:15 0.36 09:05 0.82 0.54 05:15 0.035 16:25 0.151 0.080 0.080 0.06 1/31/2016 02:05 3.08 10:45 4.94 3.92 05:45 0.36 11:30 0.81 0.54 02:05 0.039 11:30 0.143 0.079 0.079 0.29 2/1/2016 02:55 2.99 20:25 4.87 3.82 02:55 0.36 07:35 0.76 0.52 02:55 0.035 07:35 0.145 0.073 0.073 0.05 2/2/2016 02:35 2.97 06:50 4.90 3.83 02:35 0.36 06:20 0.76 0.52 02:35 0.035 06:50 0.136 0.074 0.074 2/3/2016 04:35 2.83 07:20 4.83 3.75 04:35 0.33 08:45 0.74 0.51 04:35 0.030 07:50 0.133 0.070 0.070 2/4/2016 04:20 2.84 06:40 4.96 3.75 04:20 0.33 06:35 0.74 0.51 04:20 0.030 06:40 0.140 0.071 0.071 2/5/2016 02:25 2.84 07:30 4.81 3.78 02:25 0.33 11:00 0.84 0.51 02:25 0.030 06:45 0.135 0.071 0.071 2/6/2016 03:10 3.01 09:35 4.98 3.90 03:35 0.25 09:05 0.72 0.49 03:35 0.026 09:35 0.141 0.072 0.072 2/7/2016 03:40 2.85 08:20 4.92 3.87 03:15 0.22 20:10 0.88 0.53 03:15 0.021 20:25 0.158 0.079 0.079 2/8/2016 04:05 2.91 06:55 4.89 3.75 02:45 0.31 10:35 0.84 0.53 04:10 0.032 06:55 0.155 0.074 0.074 2/9/2016 02:20 2.76 06:40 4.75 3.72 02:20 0.31 18:55 0.78 0.51 02:20 0.027 07:55 0.139 0.071 0.071 2/10/2016 03:45 2.78 06:50 4.72 3.73 03:30 0.28 07:25 0.84 0.53 03:30 0.027 07:50 0.150 0.074 0.074 2/11/2016 04:05 2.79 07:25 4.83 3.76 13:05 0.29 06:40 0.83 0.50 04:05 0.028 06:40 0.149 0.070 0.070 2/12/2016 03:40 2.90 08:50 4.81 3.77 02:10 0.24 07:25 0.67 0.47 02:10 0.023 08:40 0.121 0.066 0.066 2/13/2016 02:00 2.92 09:40 5.02 3.81 04:45 0.34 10:55 0.78 0.50 02:00 0.033 09:35 0.143 0.071 0.071 2/14/2016 04:30 2.61 18:45 4.65 3.71 04:30 0.28 10:10 0.76 0.49 04:30 0.022 10:10 0.132 0.068 0.068 2/15/2016 02:40 2.72 09:35 4.74 3.79 02:40 0.30 08:25 0.91 0.51 02:40 0.026 08:25 0.163 0.073 0.073 2/16/2016 02:30 2.73 07:00 4.87 3.67 02:30 0.30 07:00 0.82 0.49 02:30 0.026 07:00 0.157 0.066 0.066 2/17/2016 04:15 2.72 07:20 4.75 3.64 04:15 0.30 07:20 0.76 0.48 04:15 0.026 07:20 0.140 0.065 0.065 0.02 2/18/2016 03:05 2.73 06:55 4.68 3.68 03:05 0.30 06:50 0.72 0.49 03:05 0.026 06:50 0.127 0.067 0.067 0.09 2/19/2016 02:40 2.78 07:10 4.79 3.69 02:40 0.32 07:10 0.68 0.50 02:40 0.028 07:10 0.128 0.067 0.067 2/20/2016 04:25 2.74 09:05 4.82 3.79 04:25 0.31 09:05 0.69 0.51 04:25 0.027 09:05 0.130 0.073 0.073 2/21/2016 03:00 2.76 09:20 4.90 3.83 03:00 0.31 09:00 0.71 0.51 03:00 0.027 09:20 0.136 0.075 0.075 2/22/2016 04:55 2.93 06:45 4.74 3.79 04:55 0.35 20:05 0.72 0.51 04:55 0.033 20:05 0.130 0.072 0.072 2/23/2016 03:05 2.75 08:25 4.84 3.77 03:05 0.31 08:25 0.82 0.52 03:05 0.027 08:25 0.156 0.074 0.074 2/24/2016 01:25 3.02 07:35 4.82 3.79 03:10 0.25 07:55 0.79 0.52 03:10 0.026 07:55 0.146 0.073 0.073 2/25/2016 02:40 2.77 06:50 4.87 3.73 02:25 0.21 06:50 0.94 0.56 02:25 0.019 06:50 0.180 0.078 0.078 2/26/2016 03:55 2.79 06:55 4.77 3.73 03:55 0.23 06:40 0.82 0.54 03:55 0.021 06:35 0.146 0.074 0.074 2/27/2016 05:30 2.72 09:50 4.77 3.78 03:15 0.22 09:50 0.87 0.57 04:45 0.019 09:50 0.163 0.081 0.081 2/28/2016 04:40 2.83 11:40 4.81 3.84 02:15 0.31 10:10 0.85 0.57 02:15 0.030 11:40 0.153 0.083 0.083 2/29/2016 02:45 2.71 06:45 4.83 3.69 02:00 0.24 06:45 0.75 0.50 02:45 0.021 06:45 0.142 0.068 0.068 3/1/2016 03:40 2.68 06:50 4.84 3.69 03:30 0.25 20:10 0.87 0.56 03:30 0.021 20:10 0.162 0.078 0.068 3/2/2016 02:50 2.83 07:15 5.00 3.77 03:15 0.31 07:10 0.86 0.60 03:15 0.030 07:15 0.170 0.084 0.084 3/3/2016 04:05 2.82 06:40 4.94 3.76 04:15 0.26 07:20 0.85 0.54 04:15 0.024 06:40 0.164 0.075 0.075 3/4/2016 03:40 2.68 07:15 5.08 3.70 00:55 0.22 06:55 0.80 0.49 01:35 0.020 06:55 0.155 0.067 0.067 3/5/2016 04:20 2.70 09:10 4.75 3.77 01:55 0.22 14:00 0.76 0.52 01:55 0.019 09:40 0.130 0.073 0.073 3/6/2016 03:50 2.80 12:15 4.79 3.87 03:25 0.33 11:25 0.80 0.55 03:25 0.030 19:05 0.147 0.081 0.081 0.30 3/7/2016 03:25 2.76 07:05 4.92 3.80 04:05 0.25 18:10 0.71 0.49 04:05 0.023 07:35 0.136 0.070 0.070 0.57 3/8/2016 03:35 2.76 06:50 5.09 3.78 04:05 0.25 20:35 0.76 0.52 04:05 0.024 06:50 0.152 0.073 0.073 3/9/2016 02:05 2.84 07:10 4.79 3.74 02:40 0.28 07:20 0.74 0.52 02:40 0.026 07:20 0.138 0.072 0.072 3/10/2016 02:10 2.76 19:40 4.79 3.79 01:00 0.22 08:05 0.84 0.53 01:00 0.021 09:25 0.148 0.075 0.075 3/11/2016 03:10 2.87 07:00 4.87 3.82 04:30 0.31 07:30 0.81 0.59 03:10 0.031 07:30 0.150 0.084 0.084 0.20 3/12/2016 03:50 2.74 10:00 4.94 3.83 03:20 0.24 09:55 0.92 0.57 03:50 0.022 10:00 0.174 0.083 0.083 3/13/2016 04:10 2.75 11:45 4.91 3.85 03:15 0.23 09:45 0.71 0.50 03:55 0.022 11:45 0.131 0.073 0.073 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 12C-26, Pipe Height: 12.25 in Page 14 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 02:50 2.83 06:45 4.77 3.79 02:10 0.23 19:40 0.69 0.48 01:55 0.023 06:45 0.123 0.068 0.068 0.01 3/15/2016 03:05 2.71 07:15 4.77 3.76 01:50 0.22 15:00 0.74 0.45 02:00 0.019 07:05 0.117 0.064 0.064 3/16/2016 01:55 2.76 09:40 6.80 3.72 03:50 0.21 09:40 0.82 0.45 01:55 0.019 09:40 0.242 0.063 0.063 3/17/2016 02:05 2.93 09:00 6.34 3.80 03:10 0.28 09:05 0.95 0.51 03:10 0.028 09:05 0.254 0.072 0.072 3/18/2016 02:40 2.94 14:00 5.98 3.82 02:30 0.31 07:10 0.82 0.50 02:30 0.032 14:00 0.170 0.071 0.071 3/19/2016 02:25 2.89 14:55 5.94 3.81 01:35 0.29 13:50 0.94 0.51 04:50 0.029 14:55 0.222 0.074 0.074 3/20/2016 04:00 2.89 14:55 5.97 3.86 15:45 0.31 15:00 0.93 0.53 04:45 0.030 14:55 0.217 0.078 0.078 3/21/2016 04:10 2.99 07:15 4.90 3.85 01:25 0.33 07:10 0.77 0.51 01:25 0.034 07:10 0.142 0.072 0.072 3/22/2016 03:20 2.91 20:40 4.93 3.78 14:35 0.33 07:10 0.85 0.52 03:20 0.033 07:10 0.165 0.074 0.074 3/23/2016 03:05 2.90 07:55 4.94 3.77 03:40 0.32 21:40 0.82 0.51 03:40 0.031 07:55 0.157 0.071 0.071 3/24/2016 03:15 2.89 07:55 4.92 3.80 03:15 0.34 17:45 0.82 0.52 03:15 0.032 08:00 0.145 0.074 0.074 3/25/2016 02:55 2.97 07:55 5.10 3.80 02:55 0.36 15:35 0.91 0.52 02:55 0.035 07:55 0.160 0.073 0.073 3/26/2016 04:55 2.97 09:35 5.12 3.92 05:25 0.36 17:35 0.87 0.53 04:55 0.035 10:25 0.161 0.079 0.079 3/27/2016 04:20 2.98 09:45 4.94 3.91 04:20 0.36 13:50 0.92 0.54 04:20 0.035 09:45 0.157 0.080 0.080 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 3.79 0.52 4.395 0.073 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 15 of 55 Site Commentary Site Information 35D-1 Pipe Dimensions 7.88 " Silt Level 0.00" Overview Site 35D-1 functioned under normal conditions during the period Thursday, January 28, 2016 to Sunday, March 27, 2016 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 28, 2016 to Sunday, March 27, 2016 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 13% full at its recorded peak of 1.06 inches and approximately 8% full during its recorded average depth of 0.66 inches. Observed Flow Conditions Item Depth(in)Velocity(ft/s)Quantity(MGD) Average 0.66 2.65 0.027 Minimum 0.27 0.85 0.003 Maximum 1.20 6.07 0.123 Time of Minimum 3/11/2016 1:50 AM 1/31/2016 4:10 AM 3/18/2016 4:40 AM Time of Maximum 2/7/2016 10:50 AM 2/11/2016 6:45 AM 2/11/2016 6:45 AM Data Quality Data uptime observed during the Thursday, January 28, 2016 to the Sunday, March 27, 2016 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 16 of 55 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 17 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/22/16 JG 35D-1 Poinsettia Park X Monitor S/N:20094 35D-1 N/A 7.88" 7.88" #166.219.19.118 144.00" Precast / Good PVC / Good 1/26/15 @ 9:00 AM 0.75 0.25 4.30 0.00" Standard installation 103 Ultra and 103 Velocity No Evidence of Surcharge ADS Site Location35D-1 Site Map NAccess Map N Planar NCross Section Drive Low depth with fast velocity Monitor Series:5000AG N/A N/A N/A N/A N/A N/A DNI DNI x X7.88" x 7.88"144.00"Sensor Location FlowDir. Page 18 of 55 Page 19 of 55 Page 20 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 01:20 0.29 07:00 1.16 0.64 03:00 0.90 06:30 4.90 2.52 02:00 0.003 07:00 0.096 0.024 0.024 1/29/2016 01:40 0.41 08:05 1.06 0.67 02:30 1.31 11:30 5.04 2.55 01:40 0.006 08:05 0.088 0.025 0.025 1/30/2016 03:15 0.32 11:50 1.07 0.68 06:20 1.03 11:55 4.83 2.64 01:55 0.004 11:50 0.081 0.027 0.027 0.06 1/31/2016 04:50 0.33 11:25 1.18 0.71 04:10 0.85 11:15 5.86 2.85 04:10 0.003 11:15 0.107 0.033 0.033 0.29 2/1/2016 03:45 0.33 07:05 1.09 0.70 03:55 1.09 06:35 5.58 2.69 03:55 0.004 06:35 0.099 0.029 0.029 0.05 2/2/2016 01:40 0.33 06:25 1.10 0.67 01:15 1.00 07:10 5.24 2.65 01:25 0.004 06:20 0.088 0.028 0.028 2/3/2016 02:05 0.43 07:30 1.18 0.74 03:45 1.23 20:20 5.34 2.88 02:05 0.007 07:30 0.101 0.033 0.033 2/4/2016 03:55 0.45 06:45 1.18 0.72 02:50 1.39 07:25 4.95 2.82 04:40 0.008 06:45 0.101 0.031 0.031 2/5/2016 02:40 0.45 06:30 1.06 0.69 00:15 1.09 07:00 4.78 2.61 02:40 0.006 07:00 0.084 0.027 0.027 2/6/2016 04:15 0.32 12:40 1.07 0.67 04:50 1.03 13:45 4.97 2.65 03:25 0.004 12:40 0.081 0.028 0.028 2/7/2016 02:10 0.31 10:50 1.20 0.68 06:15 1.05 08:30 5.18 2.73 02:10 0.004 10:50 0.091 0.030 0.030 2/8/2016 02:05 0.34 06:35 1.18 0.67 00:25 1.01 06:40 5.95 2.65 02:30 0.005 06:35 0.117 0.027 0.027 2/9/2016 02:00 0.31 07:10 1.13 0.66 02:00 1.07 07:35 5.56 2.61 02:00 0.003 07:10 0.092 0.026 0.026 2/10/2016 01:15 0.32 06:55 1.05 0.64 00:35 0.95 06:30 5.41 2.48 00:35 0.004 07:20 0.088 0.024 0.024 2/11/2016 01:25 0.33 06:45 1.17 0.64 03:05 0.97 06:45 6.07 2.51 02:45 0.003 06:45 0.123 0.024 0.024 2/12/2016 01:50 0.30 09:05 1.02 0.64 01:05 0.96 09:10 5.11 2.52 01:05 0.004 09:10 0.077 0.024 0.024 2/13/2016 04:10 0.31 10:10 1.01 0.66 05:50 1.04 09:35 4.36 2.62 03:55 0.003 10:10 0.071 0.026 0.026 2/14/2016 03:00 0.30 10:30 1.12 0.67 03:45 1.01 08:30 4.94 2.64 03:45 0.003 10:20 0.085 0.027 0.027 2/15/2016 03:00 0.33 19:55 1.08 0.68 03:55 1.19 19:55 4.61 2.71 03:00 0.004 19:55 0.083 0.028 0.028 2/16/2016 00:50 0.33 06:35 1.12 0.65 01:25 1.06 06:35 5.27 2.57 04:20 0.004 06:35 0.100 0.025 0.025 2/17/2016 04:10 0.32 07:25 1.05 0.66 23:45 1.14 07:25 4.49 2.56 04:10 0.004 07:25 0.078 0.025 0.025 0.02 2/18/2016 03:20 0.29 06:45 1.03 0.64 03:10 0.94 06:45 4.41 2.49 03:10 0.003 06:45 0.074 0.024 0.024 0.09 2/19/2016 03:45 0.32 06:35 1.04 0.64 02:00 1.00 07:00 4.47 2.49 02:00 0.003 06:35 0.076 0.024 0.024 2/20/2016 02:55 0.31 11:05 1.04 0.65 04:50 0.96 08:05 5.12 2.56 04:50 0.003 11:05 0.076 0.025 0.025 2/21/2016 04:10 0.32 11:30 1.15 0.68 23:45 1.03 17:20 5.36 2.78 04:10 0.003 11:30 0.088 0.030 0.030 2/22/2016 02:20 0.31 07:25 1.09 0.64 00:50 1.02 07:25 5.48 2.57 03:40 0.003 07:25 0.100 0.025 0.025 2/23/2016 02:10 0.31 06:40 1.12 0.68 04:15 1.07 07:05 5.18 2.73 02:15 0.003 06:40 0.091 0.029 0.029 2/24/2016 03:15 0.32 07:10 1.08 0.65 04:15 1.00 20:30 5.58 2.61 04:15 0.004 07:10 0.092 0.026 0.026 2/25/2016 01:45 0.34 07:05 1.17 0.66 14:30 1.24 22:15 5.62 2.60 03:55 0.005 07:05 0.088 0.026 0.026 2/26/2016 03:00 0.33 06:50 1.15 0.63 02:50 0.92 06:35 5.79 2.49 02:50 0.003 06:35 0.107 0.024 0.024 2/27/2016 02:35 0.33 09:15 1.03 0.66 06:15 0.97 17:00 5.09 2.61 02:35 0.003 09:15 0.074 0.026 0.026 2/28/2016 02:05 0.33 08:35 1.10 0.67 01:45 1.03 08:35 5.25 2.73 01:45 0.004 08:35 0.097 0.029 0.029 2/29/2016 03:15 0.33 20:05 1.05 0.66 04:10 0.89 20:40 5.35 2.60 04:10 0.004 07:40 0.078 0.026 0.026 3/1/2016 03:50 0.32 06:35 1.17 0.64 03:00 0.87 06:25 5.40 2.56 03:05 0.003 06:35 0.098 0.025 0.025 3/2/2016 01:25 0.31 07:25 1.02 0.65 00:45 1.03 06:50 5.09 2.59 00:45 0.004 07:20 0.079 0.025 0.025 3/3/2016 01:30 0.33 07:00 1.18 0.65 03:55 0.92 06:50 5.65 2.59 01:55 0.003 06:50 0.109 0.025 0.025 3/4/2016 03:15 0.30 06:55 1.01 0.63 03:10 0.89 06:35 5.17 2.50 03:10 0.003 06:55 0.084 0.023 0.023 3/5/2016 02:10 0.31 09:30 1.04 0.66 04:35 0.94 10:40 5.47 2.68 03:55 0.004 08:50 0.077 0.027 0.027 3/6/2016 03:20 0.31 19:35 1.07 0.70 05:15 0.88 11:05 5.33 2.93 05:15 0.003 19:35 0.093 0.033 0.033 0.30 3/7/2016 03:10 0.30 06:30 1.04 0.66 04:05 1.12 08:05 5.35 2.69 04:05 0.004 07:00 0.084 0.027 0.027 0.57 3/8/2016 00:55 0.34 08:00 1.08 0.66 03:35 1.21 06:50 4.88 2.66 00:55 0.004 08:00 0.086 0.026 0.026 3/9/2016 01:15 0.30 06:35 1.04 0.64 01:10 1.04 06:40 5.26 2.59 01:10 0.003 06:35 0.086 0.025 0.025 3/10/2016 03:40 0.28 06:40 1.05 0.64 03:40 1.07 06:35 5.44 2.60 03:40 0.003 06:40 0.086 0.025 0.025 3/11/2016 01:50 0.27 06:30 1.07 0.63 04:30 0.99 06:55 5.37 2.56 02:35 0.003 07:35 0.088 0.024 0.024 0.20 3/12/2016 03:20 0.31 08:30 1.03 0.66 04:05 1.22 08:15 5.31 2.74 04:05 0.004 08:15 0.084 0.028 0.028 3/13/2016 05:45 0.31 20:50 1.11 0.67 04:20 1.20 19:50 5.42 2.84 05:15 0.004 19:50 0.094 0.030 0.030 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 35D-1, Pipe Height: 7.88 in Page 21 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 01:50 0.28 22:00 1.00 0.64 03:50 1.21 20:20 5.77 2.72 04:20 0.003 20:20 0.086 0.026 0.026 0.01 3/15/2016 03:30 0.28 07:35 1.02 0.63 04:50 1.22 06:50 4.85 2.63 04:20 0.004 07:35 0.080 0.025 0.025 3/16/2016 02:05 0.28 07:05 1.12 0.65 05:35 1.36 20:20 5.78 2.74 02:05 0.004 07:05 0.107 0.027 0.027 3/17/2016 03:55 0.29 06:30 1.04 0.64 01:20 1.06 07:00 5.26 2.60 04:45 0.003 07:00 0.087 0.025 0.025 3/18/2016 04:40 0.27 08:45 1.03 0.64 04:40 1.09 07:20 5.18 2.60 04:40 0.003 08:35 0.082 0.025 0.025 3/19/2016 02:05 0.30 11:15 1.06 0.65 02:05 1.25 11:15 5.83 2.69 02:05 0.003 11:15 0.103 0.026 0.026 3/20/2016 02:30 0.29 17:50 1.03 0.67 06:30 1.12 10:10 5.62 2.85 04:00 0.003 09:30 0.087 0.030 0.030 3/21/2016 02:25 0.28 07:05 1.01 0.67 02:30 1.17 06:35 5.74 2.77 02:30 0.003 06:35 0.093 0.028 0.028 3/22/2016 01:55 0.42 20:30 1.11 0.69 03:30 1.12 07:10 5.45 2.81 03:30 0.006 20:30 0.091 0.030 0.030 3/23/2016 04:05 0.31 07:20 1.17 0.65 03:00 1.12 07:35 5.27 2.63 04:05 0.004 07:35 0.099 0.026 0.026 3/24/2016 04:05 0.32 08:05 1.09 0.67 04:45 1.04 06:30 5.09 2.76 04:45 0.004 08:05 0.090 0.027 0.027 3/25/2016 02:50 0.38 06:45 1.05 0.66 02:50 1.36 17:25 5.13 2.66 02:50 0.005 07:05 0.078 0.026 0.026 3/26/2016 03:25 0.28 09:45 1.05 0.66 02:20 1.06 13:25 5.24 2.73 04:20 0.003 13:25 0.083 0.028 0.028 3/27/2016 02:50 0.28 08:10 1.09 0.67 05:05 1.11 09:50 5.08 2.78 02:50 0.003 09:50 0.092 0.029 0.029 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 0.66 2.65 1.606 0.027 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 22 of 55 Site Commentary Site Information 41D-51 Pipe Dimensions 7.75 " Silt Level 0.00" Overview Site 41D-51 functioned under normal conditions during the period Thursday, January 28, 2016 to Sunday, March 27, 2016 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 28, 2016 to Sunday, March 27, 2016 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 42% full at its recorded peak of 3.26 inches and approximately 26% full during its recorded average depth of 1.99 inches. Observed Flow Conditions Item Depth(in)Velocity(ft/s)Quantity(MGD) Average 1.99 0.47 0.022 Minimum 1.10 0.17 0.004 Maximum 3.69 1.32 0.136 Time of Minimum 2/12/2016 1:30 AM 2/2/2016 5:30 AM 2/5/2016 5:30 AM Time of Maximum 2/17/2016 2:00 PM 2/17/2016 2:00 PM 2/17/2016 2:00 PM Data Quality Data uptime observed during the Thursday, January 28, 2016 to the Sunday, March 27, 2016 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 23 of 55 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 24 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/21/16 JG 41D-51 717 Lazarette Way X Monitor S/N:16013 41D-51 N/A 7.75" 8.00" #166.219.19.133 192.00" Precast / Good PVC / Good 1/26/15 @ 10:30 AM 2.25 0.25 0.60 0.00" Standard installation 103 Ultra and 103 Velocity No Evidence of Surcharge ADS Site Location 41D-51 Site Map NAccess Map N Planar NCross Section Drive Low depth with low velocity Monitor Series:5000AG N/A N/A N/A N/A N/A N/A DNI DNI x X7.75" x 8.00"192.00"Sensor Location FlowDir. Page 25 of 55 Page 26 of 55 Page 27 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 02:30 1.20 14:00 3.44 1.90 03:45 0.19 14:00 0.96 0.44 04:15 0.005 14:00 0.090 0.020 0.020 1/29/2016 02:15 1.23 09:45 2.77 1.93 01:00 0.22 08:15 0.82 0.46 04:30 0.006 08:15 0.057 0.021 0.021 1/30/2016 02:00 1.26 08:30 2.75 2.01 06:45 0.18 15:15 0.82 0.44 06:45 0.005 08:30 0.053 0.021 0.021 0.06 1/31/2016 03:00 1.39 11:00 3.26 2.17 01:00 0.18 13:30 0.72 0.42 01:00 0.005 09:15 0.059 0.023 0.023 0.29 2/1/2016 03:45 1.21 09:45 2.96 1.96 03:15 0.22 21:00 0.80 0.47 03:45 0.005 09:45 0.047 0.022 0.022 0.05 2/2/2016 03:15 1.11 15:30 2.96 1.90 05:30 0.17 15:30 1.11 0.44 05:30 0.004 15:30 0.085 0.020 0.020 2/3/2016 04:45 1.15 09:30 2.80 1.96 04:30 0.24 08:30 0.71 0.46 04:30 0.005 08:30 0.045 0.021 0.021 2/4/2016 03:45 1.25 11:15 3.45 2.05 01:45 0.22 11:30 0.95 0.46 04:15 0.006 11:45 0.081 0.023 0.023 2/5/2016 05:30 1.22 10:00 2.85 1.93 04:00 0.17 22:00 0.72 0.47 05:30 0.004 10:00 0.045 0.021 0.021 2/6/2016 00:45 1.26 08:45 2.96 2.06 02:45 0.20 11:00 0.79 0.47 02:45 0.005 11:00 0.059 0.023 0.023 2/7/2016 05:00 1.17 09:45 2.92 1.98 03:30 0.18 08:30 0.76 0.48 03:30 0.005 09:45 0.053 0.022 0.022 2/8/2016 02:00 1.30 09:15 2.96 2.03 02:30 0.23 21:45 0.67 0.44 02:30 0.006 08:30 0.049 0.021 0.021 2/9/2016 02:30 1.26 07:45 2.74 1.97 03:45 0.21 07:15 0.76 0.45 03:45 0.005 07:15 0.048 0.021 0.021 2/10/2016 02:00 1.15 09:45 2.76 1.99 05:00 0.20 12:15 0.75 0.45 02:00 0.005 09:45 0.045 0.021 0.021 2/11/2016 02:45 1.19 08:00 2.70 1.89 03:45 0.22 09:45 0.76 0.45 03:45 0.006 08:00 0.047 0.020 0.020 2/12/2016 01:30 1.10 09:00 2.72 1.92 05:30 0.20 07:30 0.76 0.45 01:30 0.004 09:00 0.049 0.020 0.020 2/13/2016 02:00 1.10 10:15 2.80 1.97 02:15 0.21 11:15 0.79 0.45 02:00 0.004 11:15 0.051 0.021 0.021 2/14/2016 02:30 1.12 10:30 2.76 1.93 03:15 0.21 11:30 0.80 0.47 03:15 0.005 11:30 0.050 0.021 0.021 2/15/2016 02:30 1.20 09:00 2.94 2.03 03:30 0.22 09:00 0.79 0.49 04:45 0.005 09:00 0.060 0.024 0.024 2/16/2016 01:15 1.19 09:45 2.92 2.03 03:45 0.20 11:15 0.89 0.48 01:15 0.006 11:15 0.064 0.023 0.023 2/17/2016 04:15 1.36 14:00 3.69 2.09 03:30 0.27 14:00 1.32 0.57 04:30 0.008 14:00 0.136 0.030 0.030 0.02 2/18/2016 04:00 1.45 08:45 2.61 2.02 15:45 0.26 19:45 0.79 0.48 15:45 0.009 19:45 0.049 0.022 0.022 0.09 2/19/2016 01:15 1.48 10:15 2.90 2.01 04:00 0.30 08:00 0.78 0.48 04:00 0.009 08:00 0.054 0.023 0.023 2/20/2016 01:15 1.23 09:00 3.13 1.99 01:15 0.26 16:15 0.78 0.48 01:15 0.006 11:00 0.049 0.023 0.023 2/21/2016 04:15 1.21 09:00 3.16 1.97 03:45 0.22 10:00 0.83 0.47 04:45 0.005 10:00 0.062 0.023 0.023 2/22/2016 03:00 1.24 09:00 3.39 2.03 05:30 0.22 09:00 0.88 0.44 03:00 0.005 09:00 0.081 0.022 0.022 2/23/2016 03:45 1.10 08:30 3.03 1.95 03:45 0.22 19:45 0.78 0.47 03:45 0.004 19:45 0.046 0.022 0.022 2/24/2016 04:15 1.19 11:45 2.66 1.95 03:45 0.21 06:30 0.74 0.46 01:45 0.006 11:45 0.047 0.021 0.021 2/25/2016 04:30 1.17 08:30 2.73 1.92 03:00 0.18 11:30 0.73 0.46 04:00 0.005 09:45 0.047 0.021 0.021 2/26/2016 02:45 1.19 07:15 2.74 1.95 04:00 0.21 08:15 0.79 0.48 02:30 0.005 07:45 0.052 0.022 0.022 2/27/2016 04:45 1.31 09:00 2.95 2.03 04:45 0.19 09:00 0.79 0.46 04:45 0.005 09:00 0.060 0.022 0.022 2/28/2016 05:15 1.23 10:30 2.89 1.97 05:45 0.18 08:15 0.77 0.48 05:45 0.004 10:30 0.053 0.023 0.023 2/29/2016 01:15 1.19 10:15 2.69 1.94 04:30 0.22 14:30 0.84 0.46 01:15 0.005 10:15 0.050 0.021 0.021 3/1/2016 03:00 1.19 08:45 2.61 1.92 04:00 0.21 11:30 0.83 0.45 04:00 0.005 11:30 0.046 0.020 0.020 3/2/2016 04:00 1.32 09:30 2.58 1.94 01:15 0.22 11:45 0.89 0.49 02:00 0.007 11:45 0.056 0.022 0.022 3/3/2016 03:45 1.31 09:00 2.74 1.96 03:45 0.17 09:45 0.79 0.47 03:45 0.004 08:00 0.047 0.022 0.022 3/4/2016 04:00 1.19 08:15 2.82 1.95 00:30 0.23 19:00 0.80 0.48 02:30 0.005 08:15 0.052 0.022 0.022 3/5/2016 03:30 1.16 08:45 2.88 2.03 02:15 0.22 20:15 0.84 0.50 03:30 0.006 10:30 0.049 0.024 0.024 3/6/2016 03:45 1.19 09:30 2.85 1.97 03:15 0.21 07:15 0.76 0.49 04:45 0.005 11:15 0.051 0.023 0.023 0.30 3/7/2016 02:45 1.29 07:45 2.81 2.15 03:00 0.22 11:00 0.74 0.45 02:30 0.006 11:00 0.046 0.023 0.023 0.57 3/8/2016 02:30 1.23 10:45 2.74 1.99 05:30 0.20 07:45 0.83 0.49 05:30 0.006 07:45 0.052 0.023 0.023 3/9/2016 02:30 1.33 09:45 2.71 2.00 04:00 0.22 14:15 0.84 0.47 01:30 0.007 08:00 0.051 0.022 0.022 3/10/2016 04:30 1.21 08:30 2.80 1.96 03:15 0.21 07:30 0.75 0.47 03:15 0.005 09:00 0.049 0.022 0.022 3/11/2016 05:00 1.24 09:30 2.88 2.08 02:45 0.20 10:45 0.68 0.43 05:00 0.006 10:00 0.049 0.021 0.021 0.20 3/12/2016 02:15 1.50 10:15 3.03 2.13 04:30 0.18 11:00 0.78 0.47 04:30 0.006 10:15 0.060 0.024 0.024 3/13/2016 03:45 1.19 08:45 3.06 1.99 02:00 0.20 08:45 0.92 0.50 05:30 0.005 08:45 0.074 0.024 0.024 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 41D-51, Pipe Height: 7.75 in Page 28 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 03:45 1.31 10:30 2.73 1.98 03:30 0.27 09:45 0.77 0.50 03:30 0.007 10:30 0.048 0.023 0.023 0.01 3/15/2016 04:00 1.17 09:00 2.86 1.94 02:45 0.22 09:15 0.79 0.50 02:45 0.005 09:00 0.057 0.023 0.023 3/16/2016 03:30 1.16 08:15 2.65 1.91 00:45 0.22 08:30 0.77 0.51 03:30 0.005 08:15 0.050 0.023 0.023 3/17/2016 03:15 1.21 08:45 2.72 1.99 03:45 0.24 20:45 0.83 0.50 05:15 0.006 08:45 0.051 0.023 0.023 3/18/2016 03:30 1.19 10:00 2.69 1.97 01:45 0.21 10:00 0.82 0.49 03:30 0.005 10:00 0.055 0.023 0.023 3/19/2016 03:45 1.19 10:30 2.89 2.00 02:45 0.21 20:00 0.83 0.49 05:30 0.005 11:15 0.051 0.023 0.023 3/20/2016 03:15 1.27 10:30 3.06 2.00 03:30 0.23 10:30 0.85 0.49 04:45 0.007 10:30 0.069 0.023 0.023 3/21/2016 03:30 1.26 09:45 2.72 2.01 01:45 0.21 09:00 0.85 0.50 01:45 0.005 09:00 0.056 0.024 0.024 3/22/2016 04:15 1.28 07:30 2.87 2.01 03:30 0.23 09:45 0.85 0.49 03:30 0.007 09:45 0.061 0.023 0.023 3/23/2016 03:15 1.15 08:30 2.84 2.03 02:00 0.22 08:30 0.78 0.46 02:00 0.005 08:30 0.057 0.023 0.023 3/24/2016 03:00 1.29 07:15 2.84 1.99 02:15 0.20 16:45 0.68 0.46 04:15 0.006 07:15 0.048 0.022 0.022 3/25/2016 03:45 1.24 10:15 3.15 2.11 04:45 0.21 10:15 0.76 0.43 03:45 0.005 10:15 0.063 0.022 0.022 3/26/2016 03:15 1.27 09:30 2.83 2.05 05:30 0.19 19:15 0.71 0.45 03:15 0.005 09:30 0.051 0.023 0.023 3/27/2016 02:00 1.27 09:30 2.86 2.07 03:00 0.21 08:15 0.85 0.51 03:00 0.007 08:15 0.057 0.026 0.026 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.99 0.47 1.341 0.022 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 29 of 55 Site Commentary Site Information 42C-10 Pipe Dimensions 7.88 " Silt Level 0.00" Overview Site 42C-10 functioned under normal conditions during the period Thursday, January 28, 2016 to Sunday, March 27, 2016 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line exhibits a hydraulic jump. This condition is experienced when flow transitions from super critical to sub-critical flow. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. However, it is possible that during the transition as the jump moves through the meter location, the flow rate calculation based on the measured depth and velocity can have momentary error. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 28, 2016 to Sunday, March 27, 2016 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 35% full at its recorded peak of 2.73 inches and approximately 19% full during its recorded average depth of 1.49 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.49 1.88 0.063 Minimum 0.33 0.39 0.003 Maximum 2.82 3.35 0.229 Time of Minimum 2/11/2016 4:15 AM 1/29/2016 11:30 PM 2/17/2016 11:45 PM Time of Maximum 2/11/2016 9:05 AM 2/11/2016 8:45 AM 2/11/2016 9:05 AM Data Quality Data uptime observed during the Thursday, January 28, 2016 to the Sunday, March 27, 2016 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 30 of 55 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 31 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/22/16 JG 42C-10 7017-7049 Batiquitos Dr X Monitor S/N:16042 42C-10 N/A 7.88" 7.88" #166.219.19.144 144.00" Precast / Good PVC / Good 1/27/15 @ 2:00 PM 1.63 0.25 1.96 0.00" Standard installation 103 Ultra and 103 Velocity No Evidence of Surcharge ADS Site Location42C-10 Site Map NAccess Map N Planar NCross Section Drive- 80 yards south of the Poinsettia Ln and Batiquitos Dr Low depth with slow velocity Monitor Series:5000AG Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI x X7.88" x 7.88"144.00" Flow Dir. Page 32 of 55 Page 33 of 55 Page 34 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 04:10 0.71 07:00 2.57 1.39 23:35 0.50 07:00 3.29 1.98 00:00 0.008 07:00 0.204 0.058 0.058 1/29/2016 01:30 0.77 18:35 2.11 1.40 23:30 0.39 07:30 3.07 1.87 00:00 0.007 07:30 0.129 0.055 0.055 1/30/2016 03:10 0.56 10:25 2.33 1.43 06:25 0.53 10:25 3.11 1.92 03:05 0.006 10:25 0.168 0.060 0.060 0.06 1/31/2016 03:00 0.54 11:00 2.26 1.47 05:50 0.50 09:00 3.13 2.10 05:50 0.006 09:00 0.161 0.068 0.068 0.29 2/1/2016 04:00 0.50 06:55 2.26 1.35 23:55 0.48 07:10 3.11 2.02 00:30 0.004 06:55 0.156 0.058 0.058 0.05 2/2/2016 03:40 0.48 07:10 2.26 1.34 22:35 0.49 07:10 3.26 1.95 03:40 0.006 07:10 0.169 0.057 0.057 2/3/2016 04:15 0.43 07:20 2.30 1.30 05:15 0.52 07:20 3.20 1.92 04:15 0.004 07:20 0.170 0.053 0.053 2/4/2016 03:25 0.54 06:45 2.34 1.30 00:05 0.52 06:45 3.10 1.85 00:40 0.005 06:45 0.169 0.052 0.052 2/5/2016 03:40 0.51 06:35 2.18 1.36 23:25 0.43 06:35 3.11 1.85 00:15 0.006 06:35 0.153 0.054 0.054 2/6/2016 02:55 0.75 08:20 2.37 1.66 06:25 0.51 09:15 3.07 1.93 02:10 0.010 10:10 0.161 0.072 0.072 2/7/2016 02:45 0.70 07:25 2.73 1.73 06:20 0.45 07:25 3.25 2.06 06:20 0.009 07:25 0.219 0.086 0.086 2/8/2016 03:35 0.90 07:05 2.72 1.65 00:10 0.50 07:05 3.25 1.94 00:10 0.010 07:05 0.218 0.073 0.073 2/9/2016 23:45 0.79 07:15 2.50 1.50 14:45 0.50 07:15 3.17 1.84 14:45 0.008 07:15 0.189 0.062 0.062 2/10/2016 04:20 0.55 07:25 2.45 1.25 23:25 0.50 07:25 3.18 1.87 15:30 0.007 07:25 0.184 0.050 0.050 2/11/2016 04:15 0.33 09:05 2.82 1.23 05:00 0.42 08:45 3.35 2.01 04:15 0.003 09:05 0.229 0.053 0.053 2/12/2016 01:50 0.43 07:30 2.27 1.46 05:35 0.50 07:30 3.15 2.02 01:45 0.005 07:30 0.164 0.065 0.065 2/13/2016 04:35 0.63 08:25 2.33 1.44 23:25 0.50 08:40 3.25 2.01 04:35 0.008 08:40 0.173 0.063 0.063 2/14/2016 01:05 0.70 10:25 2.55 1.49 00:10 0.48 10:25 3.29 1.95 04:55 0.006 10:25 0.202 0.066 0.066 2/15/2016 03:00 0.65 10:00 2.47 1.52 23:55 0.47 10:00 3.18 1.99 03:00 0.008 10:00 0.186 0.068 0.068 2/16/2016 04:05 0.84 09:05 2.81 1.69 23:45 0.46 09:05 3.23 1.99 00:10 0.011 09:05 0.226 0.077 0.077 2/17/2016 23:45 0.36 07:50 2.52 1.62 22:40 0.43 07:50 3.09 1.90 23:45 0.003 07:50 0.186 0.070 0.070 0.02 2/18/2016 03:20 0.83 07:00 2.50 1.65 14:15 0.47 06:35 3.15 1.80 23:30 0.012 07:00 0.185 0.070 0.070 0.09 2/19/2016 02:20 0.88 07:00 2.46 1.57 00:00 0.49 07:00 3.05 1.84 23:40 0.011 07:00 0.178 0.064 0.064 2/20/2016 04:00 0.89 09:45 2.36 1.58 23:25 0.45 09:45 3.01 1.96 05:10 0.008 09:45 0.166 0.070 0.070 2/21/2016 04:00 0.85 10:10 2.43 1.57 23:15 0.45 09:45 3.01 1.96 23:35 0.010 10:40 0.168 0.071 0.071 2/22/2016 00:40 0.75 06:55 2.36 1.42 23:15 0.50 06:35 3.05 1.86 23:15 0.007 06:55 0.168 0.058 0.058 2/23/2016 02:55 0.61 07:00 2.45 1.33 13:00 0.48 19:10 3.17 1.84 05:45 0.008 07:00 0.174 0.053 0.053 2/24/2016 03:45 0.53 07:10 2.37 1.32 00:20 0.48 07:10 3.15 1.79 04:10 0.006 07:10 0.175 0.051 0.051 2/25/2016 01:15 0.76 07:00 2.56 1.35 23:05 0.45 07:00 3.09 1.75 01:15 0.005 07:00 0.190 0.052 0.052 2/26/2016 03:30 0.66 07:10 2.60 1.36 23:20 0.46 07:10 3.22 1.82 05:30 0.008 07:10 0.203 0.054 0.054 2/27/2016 03:05 0.68 11:15 2.36 1.38 23:40 0.50 09:50 3.14 1.94 01:20 0.007 11:15 0.171 0.058 0.058 2/28/2016 00:55 0.80 11:50 2.54 1.48 06:15 0.46 19:40 3.12 1.98 23:35 0.007 11:50 0.188 0.067 0.067 2/29/2016 00:35 0.70 08:15 2.37 1.40 16:00 0.48 10:00 3.17 1.87 23:40 0.007 10:15 0.170 0.058 0.058 3/1/2016 04:40 0.70 06:50 2.57 1.62 05:05 0.46 06:40 3.19 1.78 01:15 0.007 06:50 0.187 0.068 0.068 3/2/2016 01:30 0.79 07:15 2.39 1.51 23:00 0.49 07:10 3.08 1.88 23:50 0.009 07:15 0.170 0.064 0.064 3/3/2016 03:05 0.76 07:05 2.52 1.47 23:10 0.41 06:50 3.18 1.76 23:10 0.009 07:05 0.192 0.059 0.059 3/4/2016 02:50 0.82 06:50 2.56 1.53 13:00 0.43 06:50 3.17 1.79 04:10 0.011 06:50 0.195 0.061 0.061 3/5/2016 01:55 1.07 08:20 2.51 1.70 15:45 0.66 08:20 3.11 1.60 01:50 0.019 08:20 0.187 0.061 0.061 3/6/2016 03:30 0.95 19:00 2.71 1.69 23:00 0.55 11:45 3.14 1.99 23:05 0.012 19:00 0.205 0.078 0.078 0.30 3/7/2016 03:15 0.83 07:05 2.62 1.57 05:30 0.49 07:05 3.25 1.96 00:20 0.011 07:05 0.207 0.070 0.070 0.57 3/8/2016 04:00 0.81 06:30 2.42 1.53 01:20 0.43 06:25 3.13 1.77 01:20 0.009 06:30 0.178 0.062 0.062 3/9/2016 04:15 0.77 06:35 2.45 1.51 03:50 0.48 06:35 3.11 1.84 03:50 0.007 06:35 0.181 0.062 0.062 3/10/2016 03:25 0.78 06:45 2.50 1.51 14:20 0.51 06:45 3.17 1.77 00:00 0.010 06:45 0.189 0.062 0.062 3/11/2016 02:50 0.76 07:05 2.37 1.49 23:20 0.48 07:05 3.09 1.77 00:35 0.010 07:05 0.171 0.059 0.059 0.20 3/12/2016 03:25 0.79 09:35 2.42 1.53 00:10 0.50 09:35 3.10 1.84 23:30 0.009 09:35 0.177 0.064 0.064 3/13/2016 01:40 0.81 20:25 2.69 1.54 00:35 0.54 20:25 3.20 1.97 03:00 0.010 20:25 0.211 0.071 0.071 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 42C-10, Pipe Height: 7.88 in Page 35 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 02:20 0.83 07:40 2.24 1.51 22:55 0.49 07:40 3.03 1.87 05:20 0.009 07:40 0.155 0.064 0.064 0.01 3/15/2016 01:55 0.80 20:00 2.55 1.50 23:40 0.49 20:00 3.15 1.82 00:00 0.009 20:00 0.193 0.062 0.062 3/16/2016 04:10 0.80 20:40 2.39 1.50 23:25 0.48 07:00 3.04 1.92 00:00 0.009 20:40 0.170 0.064 0.064 3/17/2016 04:05 0.79 20:15 2.38 1.46 23:45 0.50 06:55 3.14 1.73 04:25 0.009 06:55 0.174 0.056 0.056 3/18/2016 03:50 0.77 07:40 2.45 1.46 13:30 0.55 07:40 3.13 1.88 01:10 0.010 07:40 0.182 0.060 0.060 3/19/2016 04:20 0.79 10:40 2.56 1.49 00:30 0.50 10:40 3.11 1.85 00:30 0.009 10:40 0.191 0.062 0.062 3/20/2016 03:15 0.79 19:20 2.54 1.52 23:00 0.49 19:20 3.04 1.92 02:05 0.010 19:20 0.186 0.066 0.066 3/21/2016 01:50 0.80 07:05 2.56 1.50 23:35 0.49 07:05 3.10 1.89 02:20 0.011 07:05 0.191 0.063 0.063 3/22/2016 01:45 0.81 19:45 2.32 1.49 16:50 0.48 08:20 3.00 1.84 03:55 0.010 19:45 0.160 0.061 0.061 3/23/2016 02:05 0.79 20:00 2.44 1.44 23:10 0.46 07:00 3.01 1.73 23:45 0.009 20:00 0.172 0.056 0.056 3/24/2016 03:25 0.79 06:50 2.50 1.49 12:55 0.41 20:05 3.05 1.83 05:20 0.010 06:50 0.180 0.061 0.061 3/25/2016 04:00 0.80 07:55 2.49 1.50 05:55 0.43 07:15 3.07 1.83 05:55 0.009 07:55 0.181 0.061 0.061 3/26/2016 01:40 0.75 09:35 2.43 1.52 23:50 0.45 09:30 3.05 1.92 03:50 0.009 09:35 0.174 0.066 0.066 3/27/2016 04:00 0.76 09:30 2.56 1.53 06:35 0.50 09:30 3.15 1.95 23:25 0.009 09:30 0.194 0.069 0.069 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.49 1.88 3.755 0.063 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 36 of 55 Site Commentary Site Information 42C-47 Pipe Dimensions 7.75 " Silt Level 0.00" Overview Site 42C-47 functioned under normal conditions during the period Thursday, January 28, 2016 to Sunday, March 27, 2016 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that this line remained free-flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 28, 2016 to Sunday, March 27, 2016 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 9% full at its recorded peak of .68 inches and approximately 5% full during its recorded average depth of 0.41 inches. Observed Flow Conditions Item Depth(in)Velocity(ft/s)Quantity(MGD) Average 0.41 2.95 0.015 Minimum 0.17 0.51 0.001 Maximum 1.20 7.49 0.159 Time of Minimum 2/9/2016 3:25 AM 2/19/2016 3:10 AM 2/19/2016 3:15 AM Time of Maximum 2/8/2016 8:25 AM 2/8/2016 8:25 AM 2/8/2016 8:25 AM Data Quality Data uptime observed during the Thursday, January 28, 2016 to the Sunday, March 27, 2016 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 37 of 55 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 38 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/22/16 JG 42C-47 910 Daisy Ave. X Monitor S/N:21797 42C-47 N/A 7.75" 7.88" #166.219.19.130 108.00" Precast / Good PVC / Good 1/26/15 @ 1:00 PM 0.50 0.25 3.50 0.00" Standard installation 103 Ultra and 103 Velocity No Evidence of Surcharge ADS Site Location 42C-47 Site Map NAccess Map N Planar NCross Section Drive Low depth with moderate velocity Monitor Series:5000AG Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI x X7.75" x 7.88"108.00" Flow Dir. Page 39 of 55 Page 40 of 55 Page 41 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 02:35 0.22 19:35 0.68 0.39 02:25 0.97 07:25 5.64 2.98 02:35 0.002 07:25 0.051 0.014 0.014 1/29/2016 00:30 0.22 07:55 0.72 0.39 04:05 1.04 07:55 5.78 2.95 04:05 0.002 07:55 0.058 0.014 0.014 1/30/2016 04:20 0.21 09:35 0.73 0.42 03:15 1.02 09:45 6.08 3.21 04:20 0.002 09:45 0.061 0.018 0.018 0.06 1/31/2016 05:10 0.20 10:35 0.85 0.42 04:35 0.94 10:35 6.16 3.26 05:10 0.002 10:35 0.079 0.019 0.019 0.29 2/1/2016 03:15 0.21 13:45 0.76 0.42 04:20 0.76 13:20 7.02 3.27 04:20 0.001 13:45 0.065 0.018 0.018 0.05 2/2/2016 04:50 0.21 14:15 1.12 0.41 04:50 0.84 14:15 7.45 3.12 04:50 0.001 14:15 0.143 0.017 0.017 2/3/2016 04:55 0.20 07:55 0.73 0.41 03:50 0.76 10:55 5.72 3.13 05:00 0.001 07:50 0.055 0.016 0.016 2/4/2016 02:25 0.18 18:10 0.73 0.41 05:00 0.67 06:50 5.63 3.09 04:55 0.001 18:20 0.056 0.016 0.016 2/5/2016 03:40 0.19 09:25 0.80 0.40 04:25 0.82 09:25 5.62 2.95 05:20 0.001 09:25 0.066 0.015 0.015 2/6/2016 05:10 0.18 19:00 0.72 0.41 03:35 0.69 08:00 5.66 3.10 04:15 0.001 08:20 0.053 0.017 0.017 2/7/2016 02:15 0.18 13:25 0.79 0.43 01:45 0.71 13:25 5.91 3.25 01:45 0.001 13:25 0.068 0.018 0.018 2/8/2016 03:55 0.18 08:25 1.20 0.41 05:35 0.66 08:25 7.49 3.00 05:35 0.001 08:25 0.159 0.016 0.016 2/9/2016 03:25 0.17 08:50 1.07 0.41 04:50 0.53 08:35 7.23 2.88 04:50 0.001 08:50 0.122 0.016 0.016 2/10/2016 02:05 0.20 09:15 0.71 0.40 03:35 0.52 21:10 5.41 2.82 03:35 0.001 09:15 0.052 0.014 0.014 2/11/2016 04:55 0.21 07:35 0.88 0.40 00:20 0.89 07:25 5.91 2.85 00:20 0.002 07:35 0.079 0.014 0.014 2/12/2016 01:20 0.21 08:45 0.70 0.39 02:55 0.71 09:40 5.67 2.80 01:20 0.001 09:40 0.054 0.014 0.014 2/13/2016 03:55 0.21 09:55 0.74 0.43 04:35 0.65 10:10 5.54 3.10 04:35 0.001 10:10 0.057 0.018 0.018 2/14/2016 03:45 0.20 08:45 0.75 0.41 04:00 0.67 12:45 6.17 2.97 04:00 0.001 12:10 0.054 0.016 0.016 2/15/2016 01:35 0.20 09:50 0.69 0.40 01:55 0.71 18:40 5.42 2.91 01:55 0.001 18:40 0.049 0.015 0.015 2/16/2016 02:15 0.20 06:40 0.69 0.39 01:35 0.71 09:35 6.65 2.76 01:35 0.001 09:35 0.046 0.013 0.013 2/17/2016 01:35 0.21 07:15 0.73 0.40 02:55 0.70 18:00 5.81 3.00 02:55 0.001 07:15 0.055 0.015 0.015 0.02 2/18/2016 04:05 0.19 09:30 0.70 0.40 04:45 0.97 09:30 5.37 2.88 04:05 0.002 09:30 0.052 0.014 0.014 0.09 2/19/2016 03:15 0.19 07:15 0.72 0.40 03:10 0.51 07:15 5.59 2.86 03:15 0.001 07:15 0.056 0.014 0.014 2/20/2016 03:55 0.20 08:20 0.80 0.42 04:40 0.92 11:05 6.14 3.03 03:55 0.001 11:05 0.071 0.016 0.016 2/21/2016 03:50 0.20 11:55 0.79 0.42 03:45 0.83 11:55 5.76 3.04 03:45 0.001 11:55 0.066 0.016 0.016 2/22/2016 03:55 0.20 07:20 0.83 0.40 03:55 0.61 07:20 6.03 2.82 03:55 0.001 07:20 0.075 0.014 0.014 2/23/2016 02:55 0.21 09:35 0.70 0.39 03:15 0.71 08:35 5.49 2.71 03:15 0.001 09:35 0.050 0.013 0.013 2/24/2016 02:40 0.22 08:00 0.69 0.39 01:50 0.83 13:40 5.29 2.69 02:50 0.001 20:15 0.043 0.013 0.013 2/25/2016 03:50 0.19 08:00 0.67 0.40 04:50 0.67 07:00 5.35 2.83 04:50 0.001 20:30 0.041 0.014 0.014 2/26/2016 02:20 0.21 07:20 0.67 0.39 02:45 0.76 07:20 5.19 2.76 02:50 0.001 07:20 0.047 0.013 0.013 2/27/2016 03:35 0.24 07:50 0.67 0.41 03:10 1.31 10:40 5.71 2.93 03:50 0.003 07:50 0.051 0.015 0.015 2/28/2016 04:15 0.20 11:05 0.74 0.42 04:15 0.64 11:40 5.74 3.00 04:15 0.001 14:35 0.057 0.016 0.016 2/29/2016 03:15 0.25 10:20 0.68 0.41 04:50 1.30 09:30 5.88 2.92 04:35 0.003 10:20 0.049 0.015 0.015 3/1/2016 03:10 0.20 07:20 0.76 0.40 02:50 0.78 07:20 5.51 2.81 03:10 0.001 07:20 0.060 0.014 0.014 3/2/2016 02:05 0.20 07:30 0.67 0.41 04:20 0.76 06:30 5.31 2.83 02:55 0.001 06:30 0.045 0.014 0.014 3/3/2016 04:20 0.21 08:10 0.73 0.41 05:00 0.77 07:30 5.26 2.96 04:45 0.001 08:10 0.050 0.015 0.015 3/4/2016 02:10 0.20 07:10 0.71 0.40 03:15 0.70 11:00 5.00 2.80 03:15 0.001 07:10 0.047 0.014 0.014 3/5/2016 02:30 0.19 13:50 0.79 0.42 03:15 0.76 13:50 5.36 3.03 03:15 0.001 13:50 0.062 0.016 0.016 3/6/2016 04:15 0.21 09:10 0.81 0.43 02:40 0.83 11:45 5.91 2.99 04:05 0.002 09:10 0.066 0.017 0.017 0.30 3/7/2016 03:45 0.21 07:15 0.77 0.42 04:30 0.54 06:50 5.61 2.95 04:30 0.001 07:15 0.061 0.016 0.016 0.57 3/8/2016 05:05 0.22 07:25 0.73 0.41 03:20 1.10 08:45 5.21 2.92 05:05 0.002 07:20 0.047 0.015 0.015 3/9/2016 05:10 0.22 07:05 0.68 0.41 05:10 0.85 08:35 5.50 2.91 05:10 0.001 08:35 0.050 0.015 0.015 3/10/2016 01:05 0.23 19:35 0.77 0.40 04:45 0.72 06:25 5.26 2.83 04:45 0.002 19:35 0.053 0.014 0.014 3/11/2016 04:15 0.20 19:55 0.73 0.40 02:50 0.67 07:15 5.30 2.85 03:00 0.001 19:55 0.048 0.014 0.014 0.20 3/12/2016 03:25 0.20 09:20 0.70 0.41 03:30 0.56 09:10 5.65 2.95 03:30 0.001 09:30 0.052 0.015 0.015 3/13/2016 02:15 0.20 12:45 0.69 0.42 04:00 0.66 12:45 5.70 3.02 04:00 0.001 12:45 0.054 0.016 0.016 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 42C-47, Pipe Height: 7.75 in Page 42 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 00:40 0.22 07:10 0.68 0.42 01:20 0.70 06:15 5.57 3.03 01:20 0.001 06:45 0.046 0.016 0.016 0.01 3/15/2016 04:35 0.20 08:30 0.75 0.41 04:45 0.70 10:25 5.32 2.95 04:45 0.001 08:30 0.055 0.015 0.015 3/16/2016 03:15 0.19 07:40 0.72 0.41 04:30 0.79 21:30 5.33 2.88 04:10 0.001 07:40 0.052 0.015 0.015 3/17/2016 03:10 0.20 07:10 0.83 0.41 03:15 0.76 07:10 5.69 3.00 03:15 0.001 07:10 0.070 0.016 0.016 3/18/2016 00:55 0.20 08:10 0.70 0.42 04:35 0.86 07:25 5.27 3.10 04:35 0.001 08:10 0.048 0.017 0.017 3/19/2016 03:15 0.19 12:15 0.75 0.42 03:25 0.79 12:15 5.80 3.04 03:25 0.001 12:15 0.062 0.017 0.017 3/20/2016 04:55 0.22 09:00 0.91 0.44 04:55 0.91 09:00 6.24 3.06 04:55 0.002 09:00 0.088 0.018 0.018 3/21/2016 04:35 0.20 22:00 0.70 0.41 04:35 0.71 18:45 5.09 2.96 04:35 0.001 21:45 0.048 0.015 0.015 3/22/2016 02:10 0.20 08:40 0.76 0.40 03:15 0.67 08:40 5.50 2.86 03:20 0.001 08:40 0.060 0.015 0.015 3/23/2016 04:20 0.18 21:15 0.72 0.41 02:40 0.55 21:15 5.37 2.95 02:40 0.001 21:15 0.054 0.015 0.015 3/24/2016 01:35 0.20 08:50 0.72 0.40 04:45 0.69 08:50 5.23 2.76 04:45 0.001 08:50 0.053 0.014 0.014 3/25/2016 01:15 0.21 08:25 0.75 0.41 03:25 0.78 11:50 5.10 3.03 03:25 0.001 08:25 0.052 0.016 0.016 3/26/2016 01:35 0.21 12:05 0.85 0.44 04:45 0.86 12:05 6.15 3.02 04:45 0.001 12:05 0.079 0.017 0.017 3/27/2016 03:10 0.20 08:55 0.70 0.43 04:45 0.68 08:55 5.09 2.91 04:45 0.001 08:55 0.049 0.016 0.016 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 0.41 2.95 0.926 0.015 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 43 of 55 Site Commentary Site Information 6B-4 Pipe Dimensions 7.88 " Silt Level 0.00" Overview Site 6B-4 functioned under normal conditions during the period Thursday, January 28, 2016 to Sunday, March 27, 2016 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 28, 2016 to Sunday, March 27, 2016 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. In regards to depth, this site flows at 33% full at its recorded peak of 2.63 inches and approximately 23% full during its recorded average depth of 1.85 inches. Observed Flow Conditions Item Depth(in)Velocity(ft/s)Quantity(MGD) Average 1.85 0.83 0.035 Minimum 1.06 0.17 0.004 Maximum 2.81 1.70 0.106 Time of Minimum 3/17/2016 2:30 AM 3/27/2016 4:30 AM 3/27/2016 4:30 AM Time of Maximum 3/12/2016 10:00 AM 3/24/2016 8:15 PM 3/12/2016 10:00 AM Data Quality Data uptime observed during the Thursday, January 28, 2016 to the Sunday, March 27, 2016 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 44 of 55 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 45 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/22/16 JG 6B-4 2693 Vancouver St. X Monitor S/N:20025 6B-4 N/A 7.88" 7.88" #166.219.19.114 96.00" Precast / Good PVC / Good 1/27/15 @ 9:00 AM 1.88 0.25 1.25 0.00" Standard installation 103 Ultra and 103 Velocity No Evidence of Surcharge ADS Site Location 6B-4 Site Map NAccess Map N Planar NCross Section Drive Low depth with slow velocity Monitor Series:5000AG Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI x X7.88" x 7.88"96.00"Flow Dir. Page 46 of 55 Page 47 of 55 Page 48 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 02:00 1.24 07:45 2.46 1.89 03:30 0.24 08:15 1.22 0.79 03:30 0.005 08:15 0.068 0.034 0.034 1/29/2016 03:15 1.24 09:45 2.55 1.89 03:15 0.23 18:45 1.22 0.81 03:15 0.005 09:45 0.072 0.035 0.035 1/30/2016 02:00 1.22 10:30 2.50 1.85 02:00 0.36 10:30 1.54 0.86 02:00 0.008 10:30 0.092 0.036 0.036 0.06 1/31/2016 03:30 1.10 20:00 2.51 1.85 00:45 0.27 20:00 1.57 0.86 00:45 0.006 20:00 0.095 0.037 0.037 0.29 2/1/2016 03:15 1.22 19:45 2.52 1.88 03:00 0.25 21:30 1.47 0.86 03:00 0.006 21:30 0.086 0.037 0.037 0.05 2/2/2016 02:15 1.23 18:15 2.54 1.90 02:00 0.34 08:15 1.22 0.80 02:00 0.008 18:15 0.075 0.035 0.035 2/3/2016 04:45 1.16 08:30 2.56 1.83 03:30 0.22 20:15 1.35 0.84 03:30 0.005 08:30 0.081 0.035 0.035 2/4/2016 04:00 1.12 08:30 2.48 1.81 03:15 0.33 08:30 1.38 0.87 03:15 0.007 08:30 0.081 0.036 0.036 2/5/2016 04:45 1.14 08:30 2.47 1.82 00:30 0.39 08:30 1.63 0.90 04:45 0.008 08:30 0.096 0.037 0.037 2/6/2016 04:30 1.19 09:15 2.50 1.91 05:00 0.21 12:15 1.37 0.88 05:00 0.004 09:15 0.078 0.039 0.039 2/7/2016 03:15 1.26 09:30 2.61 1.92 02:45 0.28 12:15 1.55 0.90 03:45 0.007 12:15 0.094 0.041 0.041 2/8/2016 04:30 1.16 19:00 2.47 1.86 04:30 0.23 06:45 1.31 0.84 04:30 0.005 06:45 0.072 0.036 0.036 2/9/2016 04:45 1.21 09:15 2.55 1.87 01:00 0.26 09:15 1.50 0.82 01:00 0.006 09:15 0.092 0.035 0.035 2/10/2016 03:00 1.23 22:30 2.45 1.80 02:45 0.22 19:30 1.66 0.82 02:45 0.005 19:30 0.094 0.034 0.034 2/11/2016 02:30 1.17 06:15 2.54 1.79 02:30 0.22 10:00 1.34 0.78 02:30 0.004 10:00 0.076 0.032 0.032 2/12/2016 02:15 1.22 11:30 2.39 1.81 04:00 0.26 11:30 1.32 0.79 04:00 0.006 11:30 0.074 0.032 0.032 2/13/2016 02:15 1.15 09:30 2.50 1.82 02:15 0.27 10:45 1.37 0.83 02:15 0.005 09:30 0.081 0.034 0.034 2/14/2016 02:30 1.34 08:00 2.51 1.87 04:45 0.23 10:45 1.39 0.81 04:45 0.006 10:15 0.076 0.034 0.034 2/15/2016 05:00 1.26 10:30 2.66 1.94 02:00 0.21 10:45 1.28 0.82 02:00 0.005 09:15 0.076 0.037 0.037 2/16/2016 03:30 1.29 08:30 2.43 1.85 03:30 0.26 10:30 1.22 0.82 03:30 0.006 08:00 0.065 0.034 0.034 2/17/2016 01:45 1.27 15:45 2.58 1.91 01:45 0.23 08:00 1.31 0.82 01:45 0.005 08:00 0.072 0.035 0.035 0.02 2/18/2016 04:45 1.23 10:45 2.35 1.82 03:15 0.27 07:00 1.39 0.82 03:15 0.008 07:00 0.075 0.033 0.033 0.09 2/19/2016 03:15 1.08 08:15 2.39 1.78 01:00 0.22 20:15 1.45 0.80 03:15 0.004 09:45 0.070 0.032 0.032 2/20/2016 02:30 1.10 09:30 2.42 1.79 02:30 0.25 11:45 1.39 0.79 02:30 0.005 11:45 0.073 0.032 0.032 2/21/2016 05:00 1.12 11:45 2.44 1.85 02:15 0.21 11:45 1.63 0.85 02:15 0.004 11:45 0.094 0.037 0.037 2/22/2016 02:45 1.09 06:30 2.34 1.81 04:30 0.22 10:45 1.37 0.84 04:30 0.004 07:45 0.068 0.035 0.035 2/23/2016 02:30 1.16 19:30 2.38 1.79 03:45 0.22 19:15 1.39 0.81 03:45 0.005 19:15 0.076 0.032 0.032 2/24/2016 02:30 1.11 07:15 2.32 1.78 03:45 0.22 15:45 1.39 0.81 03:45 0.004 07:15 0.063 0.032 0.032 2/25/2016 01:45 1.10 07:15 2.43 1.76 00:30 0.27 07:15 1.53 0.77 01:30 0.006 07:15 0.088 0.030 0.030 2/26/2016 04:30 1.13 08:15 2.42 1.81 03:15 0.25 11:30 1.42 0.83 03:15 0.006 11:30 0.080 0.034 0.034 2/27/2016 03:45 1.19 07:30 2.40 1.88 04:30 0.35 10:15 1.66 0.89 04:30 0.007 10:15 0.091 0.038 0.038 2/28/2016 03:15 1.13 09:15 2.37 1.83 04:30 0.28 10:00 1.62 0.88 04:30 0.006 14:30 0.082 0.037 0.037 2/29/2016 04:30 1.15 18:15 2.36 1.81 00:45 0.36 07:30 1.28 0.80 00:45 0.008 07:30 0.064 0.032 0.032 3/1/2016 02:45 1.11 08:30 2.33 1.78 00:30 0.24 06:00 1.32 0.78 00:30 0.005 08:30 0.067 0.031 0.031 3/2/2016 04:30 1.16 07:00 2.37 1.80 01:30 0.34 08:45 1.21 0.79 02:15 0.008 07:00 0.060 0.031 0.031 3/3/2016 04:45 1.23 19:15 2.54 1.88 02:15 0.31 08:45 1.24 0.82 02:15 0.007 19:15 0.075 0.035 0.035 3/4/2016 04:00 1.23 08:15 2.63 1.89 03:30 0.25 08:15 1.18 0.77 03:30 0.006 08:15 0.075 0.033 0.033 3/5/2016 05:15 1.27 13:00 2.43 1.93 01:30 0.31 11:15 1.31 0.85 01:30 0.008 11:15 0.074 0.037 0.037 3/6/2016 03:30 1.14 09:15 2.53 1.93 00:00 0.32 11:30 1.58 0.85 03:30 0.008 11:30 0.094 0.039 0.039 0.30 3/7/2016 02:45 1.24 08:15 2.49 1.89 04:45 0.25 08:15 1.39 0.83 04:45 0.006 08:15 0.083 0.036 0.036 0.57 3/8/2016 02:00 1.24 07:45 2.52 1.85 04:30 0.23 18:30 1.30 0.82 04:30 0.006 07:45 0.072 0.034 0.034 3/9/2016 02:00 1.10 19:45 2.42 1.77 04:00 0.24 07:30 1.34 0.79 04:00 0.005 07:30 0.070 0.031 0.031 3/10/2016 03:15 1.17 21:00 2.51 1.79 01:00 0.31 21:00 1.59 0.84 04:30 0.006 21:00 0.096 0.034 0.034 3/11/2016 05:00 1.12 08:45 2.45 1.84 02:15 0.32 11:30 1.28 0.82 02:15 0.007 11:30 0.069 0.034 0.034 0.20 3/12/2016 04:15 1.17 10:00 2.81 2.04 05:30 0.23 10:00 1.51 0.85 05:30 0.005 10:00 0.106 0.042 0.042 3/13/2016 01:30 1.28 09:15 2.65 2.02 02:30 0.32 11:45 1.39 0.85 02:30 0.008 11:45 0.088 0.041 0.041 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 6B-4, Pipe Height: 7.88 in Page 49 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 03:30 1.14 20:00 2.64 2.00 02:30 0.30 10:30 1.25 0.83 02:30 0.007 12:15 0.077 0.038 0.038 0.01 3/15/2016 03:45 1.12 09:00 2.53 1.80 04:15 0.29 19:30 1.38 0.76 04:15 0.006 09:00 0.068 0.030 0.030 3/16/2016 02:45 1.10 07:30 2.27 1.75 01:45 0.27 18:45 1.63 0.81 01:45 0.006 18:45 0.084 0.031 0.031 3/17/2016 02:30 1.06 07:45 2.38 1.81 02:30 0.25 07:15 1.31 0.83 02:30 0.004 07:15 0.071 0.034 0.034 3/18/2016 04:45 1.37 20:15 2.56 1.91 02:30 0.27 07:30 1.28 0.83 02:30 0.007 20:15 0.065 0.036 0.036 3/19/2016 04:00 1.45 11:15 2.42 1.93 04:30 0.31 08:15 1.41 0.90 04:15 0.009 08:15 0.080 0.039 0.039 3/20/2016 04:15 1.24 10:00 2.40 1.85 04:15 0.18 19:15 1.51 0.85 04:15 0.004 20:15 0.076 0.036 0.036 3/21/2016 04:45 1.10 19:15 2.28 1.78 04:30 0.19 07:30 1.39 0.77 04:45 0.004 07:30 0.070 0.031 0.031 3/22/2016 02:30 1.10 19:45 2.44 1.79 02:15 0.23 20:15 1.32 0.80 02:30 0.005 20:30 0.069 0.032 0.032 3/23/2016 04:00 1.13 08:15 2.33 1.77 04:45 0.31 06:45 1.33 0.81 04:45 0.006 20:30 0.067 0.032 0.032 3/24/2016 03:30 1.13 20:00 2.37 1.83 02:30 0.27 20:15 1.70 0.84 02:30 0.005 20:15 0.092 0.035 0.035 3/25/2016 02:15 1.12 08:30 2.49 1.79 01:30 0.22 17:15 1.60 0.77 01:30 0.005 08:30 0.082 0.031 0.031 3/26/2016 02:15 1.40 08:15 2.46 1.91 02:15 0.30 09:45 1.47 0.86 02:15 0.008 09:45 0.083 0.037 0.037 3/27/2016 06:15 1.24 10:00 2.42 1.88 04:30 0.17 10:00 1.45 0.80 04:30 0.004 10:00 0.083 0.034 0.034 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.85 0.83 2.084 0.035 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 50 of 55 Site Commentary Overview RG1 Total Rainfall 1.59 " A review of the hydrograph indicates that RG1 functioned under normal conditions during the period Thursday, January 28, 2016 through Sunday, March 27, 2016 . Page 51 of 55 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Carlsbad_2015 Carlsbad, CA 1/22/16 JG RG1 P/S on Cannon Rd. E. of Hemming X Monitor S/N:2723 N/A N/A N/A N/A N/A N/A N/A N/A 1/28/15 @ 11:30 AM N/A N/A N/A N/A Standard installation 3600 meter and tipping bucket No Evidence of Surcharge ADS Site Location RG-1 Site Map NAccess Map N Planar NCross Section Drive N/A Monitor Series:3600 N/A N/A N/A N/A N/A N/A DNI DNI x Page 52 of 55 Page 53 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 1/28/2016 1/29/2016 1/30/2016 0.06 1/31/2016 0.29 2/1/2016 0.05 2/2/2016 2/3/2016 2/4/2016 2/5/2016 2/6/2016 2/7/2016 2/8/2016 2/9/2016 2/10/2016 2/11/2016 2/12/2016 2/13/2016 2/14/2016 2/15/2016 2/16/2016 2/17/2016 0.02 2/18/2016 0.09 2/19/2016 2/20/2016 2/21/2016 2/22/2016 2/23/2016 2/24/2016 2/25/2016 2/26/2016 2/27/2016 2/28/2016 2/29/2016 3/1/2016 3/2/2016 3/3/2016 3/4/2016 3/5/2016 3/6/2016 0.30 3/7/2016 0.57 3/8/2016 3/9/2016 3/10/2016 3/11/2016 0.20 3/12/2016 3/13/2016 Daily Tabular Report Daily Tabular Report For The Period 1/28/2016 - 3/27/2016 RG1, Pipe Height: Page 54 of 55 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 3/14/2016 0.01 3/15/2016 3/16/2016 3/17/2016 3/18/2016 3/19/2016 3/20/2016 3/21/2016 3/22/2016 3/23/2016 3/24/2016 3/25/2016 3/26/2016 3/27/2016 Rain (in) Avg Total 1.59 Report Summary For The Period 1/28/2016 - 3/27/2016 Page 55 of 55 City of Carlsbad Sewer Flow Verification Study January 25, 2018 – March 26, 2018 Final Report Submitted to: City of Carlsbad April 25, 2018 Carlsbad Temps ........................................................................................................................................................2 Carlsbad Temp 2018...........................................................................................................................................2 Locations ......................................................................................................................................................9 17B-5......................................................................................................................................................9 Attachments...................................................................................................................................11 Graphs ...........................................................................................................................................12 Tabular Reports .............................................................................................................................14 21D-5....................................................................................................................................................16 Attachments...................................................................................................................................18 Graphs ...........................................................................................................................................19 Tabular Reports .............................................................................................................................21 22D-2....................................................................................................................................................23 Attachments...................................................................................................................................25 Graphs ...........................................................................................................................................26 Tabular Reports .............................................................................................................................28 31A-12..................................................................................................................................................30 Attachments...................................................................................................................................32 Graphs ...........................................................................................................................................33 Tabular Reports .............................................................................................................................35 48D-16..................................................................................................................................................37 Attachments...................................................................................................................................39 Graphs ...........................................................................................................................................40 Tabular Reports .............................................................................................................................42 5B-24....................................................................................................................................................44 Attachments...................................................................................................................................46 Graphs ...........................................................................................................................................47 Tabular Reports .............................................................................................................................49 RAINGAUGE........................................................................................................................................51 Attachments...................................................................................................................................52 Tabular Reports .............................................................................................................................53 Table of Contents Page 1 of 54 Home Page City of Carlsbad Sewer Flow Verification Study January 25, 2018 - March 26, 2018 Prepared for: Mr. Don Wasko City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008-8802 Prepared by: ADS Environmental Services, Inc. 4820 Mercury Street, Suite C San Diego, CA 92111 Page 2 of 54 Letter of Transmittal ADSLLC April 25, 2017 Mr. Don Wasko City of Carlsbad 5950 El Camino Blvd Carlsbad, CA 92008 SUBJECT: City of Carlsbad Sewer Flow Verification Study Dear Mr. Wasko, ADS is pleased to submit the Final Report for the City of Carlsbad Sewer Flow Verification Study. The metering was contracted for sixty (60) days at six (6) locations and one (1) rain gauge. The study period is January 25, 2018 - March 26, 2018. The report contains hourly averaged depth, velocity, and quantity hydrographs along with daily long tables for the metering period in pdf format. An Excel file containing depth, quantity, and velocity entities for each monitoring location in 15-minute format is also provided. In addition, we would be happy to further explain any details about the report that may seem unclear. Should you have any questions or comments, you may contact the Project Manager, Neil Volk at (858) 571-0045 ext 227. Thank you for choosing ADS products and services to meet your flow monitoring needs. Sincerely, ADS ENVIRONMENTAL SERVICES Mackenzie Michaud Data Analyst Page 3 of 54 Scope and Methodology Introduction City of Carlsbad entered into an agreement with ADS Environmental Services to conduct flow monitoring at (6) six metering locations and (1) one rain gauge in the Carlsbad, CA Sanitary Sewer Collection System. The objective of this study was to measure depth, velocity, and quantify flows, along with a possible Inflow and Infiltration Analysis. The system response to rainfall was insufficient for wet weather analysis. The study was contracted for a 60-day period. Project Scope The scope of this study involved using flow monitors to quantify wastewater flows at the designated locations for the 60-day time period. Specifically, the study included the following key components. •Investigate each proposed flow-monitoring site for adequate hydraulic conditions. •Flow monitor installation. •Flow monitor confirmations and data collections. •Flow data analysis. Equipment installation was accomplished on January 24, 2018. The monitoring period began on January 25, 2018 and was completed on March 26, 2018. Flow Monitoring Equipment The ADS FlowShark Triton monitor was selected for this project. This flow monitor is an area velocity flow monitor that uses both the Continuity and Manning's equations to measure flow. The ADS FlowShark Triton monitor consists of data acquisition sensors and a battery- powered microcomputer. The microcomputer includes a processor unit, data storage, and an on-board clock to control and synchronize the sensor recordings. The monitor was programmed to acquire and store depth of flow and velocity readings at 5-minute intervals. The FS Triton monitor features cross-checking using multiple technologies in each sensor for continuous running of comparisons and tolerances. The FS Triton monitor can support two (2) sets of sensors. The sensor option used for this project was: Page 4 of 54 The Peak Combo Sensor. The sensor is installed at the bottom of the pipe and includes three types of data acquisition technologies. The up looking ultrasonic depth uses sound waves from two independent transceivers to measure the distance from the sensor upward toward the flow surface; applying the speed of sound in the water and the temperature measured by sensor to calculate depth. The pressure depth is calculated by using a piezo-resistive crystal to determine the difference between hydrostatic and atmospheric pressure. The pressure sensor is temperature compensated and vented to the atmosphere through a desiccant filled breather tube. To obtain peak velocity, the sensor sends an ultrasonic signal at an angle upward through the widest cross-section of the oncoming flow. The signal is reflected by suspended particles, air bubbles, or organic matter with a frequency shift proportional to the velocity of the reflecting objects. The reflected signal is received by the sensor and processed using digital spectrum analysis to determine the peak flow velocity. Installation Installation of flow monitoring equipment typically proceeds in four steps. First, the site is investigated for safety and to determine physical and hydraulic suitability for the flow monitoring equipment. Second, the equipment is physically installed at the selected location. Third, the monitor is tested to assure proper operation of the velocity and depth of flow sensors and verify that the monitor clock is operational and synchronized to the master computer clock. Fourth, the depth and velocity sensors are confirmed and line confirmations are performed. In pipes up to 56 inches in diameter, the sensors were mounted on expandable stainless steel rings, inserted at least a foot upstream into influent pipes and tightened against the inside walls of the pipes. Influent pipe installations reduce the influences of turbulence and backwater often caused by changes in channel geometry in manholes. Page 5 of 54 Data Collection, Confirmation, and Quality Assurance Data collects were done on a regular basis via ADS Field Representatives. During the monitoring period, field crews visit each monitoring location to verify proper monitor operation and document field conditions. The following quality assurance steps are taken to assure the integrity of the collected data: Measure power supplies: monitors were powered by dry cell battery packs. Voltages were recorded and battery packs replaced, as necessary. Separate batteries provided back-up power to memory allowing primary batteries to be replaced without loss of data. Clock synchronization: Field crews synchronized monitor clocks to master clocks. Confirm depth and velocity readings: Field crews descended into meter manholes to manually measure depths and velocities and compare them meter readings to Page 6 of 54 confirm that they agreed. They also measured silt levels, if any, in the inverts of the pipes. Silt areas were subtracted from flow areas to compute true areas of flow. Confirm average velocities through cross-sectional velocity profiles: Since ADS velocity sensors measure peak velocity, field crews collected cross-sectional velocity profiles in order to develop a relationship between peak and average velocity in lines that meet the hydraulic criteria. Upload and Review Data: Data collected from the monitors were uploaded and reviewed by a Data Analyst for completeness, outliers and deviations in the flow patterns, which indicate system anomalies or equipment failure. Flow Quantification Methods There are two main equations used to measure open channel flow: the Continuity Equation and the Manning Equation. The Continuity Equation, which is considered the most accurate, can be used if both depth of flow and velocity are available. In cases where velocity measurements are not available or not practical to obtain, the Manning Equation can be used to estimate velocity from the depth data based on certain physical characteristics of the pipe (i.e. the slope and roughness of the pipe being measured). However, the Manning equation assumes uniform, steady flow hydraulic conditions with non-varying roughness, which are typically invalid assumptions in most sanitary sewers. The Continuity Equation was used exclusively for this study. Continuity Equation The Continuity Equation states that the flow quantity (Q) is equal to the wetted area (A) multiplied by the average velocity (V) of the flow. Q = A * V This equation is applicable in a variety of conditions including backwater, surcharge, and reverse flow. Data Analysis and Presentation Data Analysis A flow monitor is typically programmed to collect data at either 15-minute or 5-minute intervals throughout the monitoring period. The monitor stores raw data consisting of (1) the ultrasonic depth, (2) the peak velocity and (3) the pressure depth. The data is imported into ADS's proprietary software and is examined by a data analyst to verify its integrity. The data analyst also reviews the daily field reports and site visit records to identify conditions that would affect the collected data. Velocity profiles and the line confirmation data developed by the field personnel are reviewed by the data analyst to identify inconsistencies and verify data integrity. Velocity profiles are reviewed and an average to peak velocity ratio is calculated for the site. This ratio is used in converting the peak velocity measured by the sensor to the average velocity used in the Continuity equation. The data analyst selects Page 7 of 54 which depth sensor entity will be used to calculate the final depth information. Silt levels present at each site visit are reviewed and representative silt levels established. Occasionally the velocity sensor's performance may be compromised resulting in invalid readings sporadically during the monitoring period. This is generally caused by excessive debris (silt) blocking the sensor's crystals, shallow flows (~< 2") that may drop below the top of the sensor or very clear flows lacking the particles needed to measure rate. In order to use the Continuity equation to quantify the flow during these periods, a Data Analyst and/or Engineer will use the site's historical pipe curve (depth vs. velocity) data along with valid field confirmations to reconstitute and replace the false velocity recordings with expected velocity readings for a given historical depth along the curve. Selections for the above parameters can be constant or can change during the monitoring period. While the data analysis process is described in a linear manner, it often requires an iterative approach to accurately complete. Data Presentation This type of flow monitoring project generates a large volume of data. To facilitate review of the data, results have been provided in graphical and tabular formats. The flow data is presented graphically in the form of scattergraphs and hydrographs. Hydrographs are based on hourly averaging. Tables are provided in daily average format. These tables show the flow rate for each day, along with the daily minimum and maximums, the times they were observed, the total daily flow, and total flow for the month (or monitoring period). The following explanation of terms may aid in interpretation of the tables and hydrographs. DEPTH - Final calculated depth measurement (in inches) QUANTITY - Final calculated flow rate (in MGD) VELOCITY - Final calculated flow velocity (in feet per second) REPORT TOTAL - Total volume of flow recorded for the indicated time period (in MG) Page 8 of 54 Site Commentary Site Information 17B-5 Pipe Dimensions 7.88 " Silt Level 0.00" Overview Site 17B-5 functioned under normal conditions during the period Thursday, January 25, 2018 to Monday, March 26, 2018 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 25, 2018 to Monday, March 26, 2018 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. As a result, the values may differ from those contained in the excel file which are 15-minute averaged data. In regards to depth, this site flows at 29% full at its recorded peak of 2.29 inches and approximately 16% full during its recorded average depth of 1.28 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.28 1.92 0.050 Minimum 0.69 0.65 0.008 Maximum 2.29 4.69 0.248 Time of Minimum 2/12/2018 2:35 AM 3/11/2018 2:20 AM 2/27/2018 3:05 AM Time of Maximum 1/28/2018 10:35 AM 1/28/2018 10:35 AM 1/28/2018 10:35 AM Data Quality Data uptime observed during the Thursday, January 25, 2018 to the Monday, March 26, 2018 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 9 of 54 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 10 of 54 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential x Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? x Carlsbad_2018 Carlsbad, CA 01/23/18 JG 17B-5 2184–2198 Tamarack Ave X Monitor S/N:21464 17B-5 N/A 7.88" 7.88" 144" Precast VCP / Good 01/23/18 @ 1300 1.38 0.25 2.5 0.00 Standard installation CS4 (Ultrasonic Depth/ Velocity/ Pressure) No Evidence of Surcharge 1 ADS Site Location 7.88" x 7.88"17B-5 Site Map NAccess Map N Planar NCross Section Drive Smooth flow straight into manhole Monitor Series:FS 144.00"Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI Flow Dir. Good N/A Page 11 of 54 Page 12 of 54 Page 13 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 03:00 0.85 07:20 1.99 1.29 01:35 0.78 07:00 4.14 1.85 01:35 0.010 07:00 0.170 0.048 0.048 01/26/2018 04:15 0.78 08:45 1.98 1.30 04:15 0.70 09:00 4.05 1.79 04:15 0.008 09:00 0.163 0.046 0.046 01/27/2018 04:45 0.85 11:00 2.08 1.34 04:50 0.81 09:35 4.18 1.92 04:50 0.011 11:00 0.182 0.053 0.053 01/28/2018 05:00 0.75 10:35 2.29 1.37 04:50 0.74 10:35 4.69 2.07 05:00 0.009 10:35 0.248 0.061 0.061 01/29/2018 03:10 0.81 19:15 1.83 1.28 04:00 0.69 09:45 4.18 1.88 04:05 0.009 06:30 0.158 0.048 0.048 01/30/2018 03:00 0.84 07:05 1.93 1.28 03:15 0.75 06:40 4.02 1.83 03:15 0.010 07:05 0.166 0.047 0.047 01/31/2018 01:25 0.79 07:10 1.94 1.29 03:30 0.76 07:15 3.91 1.81 02:00 0.010 07:15 0.159 0.046 0.046 02/01/2018 02:20 0.85 07:00 2.03 1.28 02:10 0.76 07:00 4.38 1.84 02:10 0.010 07:00 0.196 0.047 0.047 02/02/2018 03:55 0.87 07:15 1.98 1.28 04:00 0.84 07:15 4.15 1.81 04:00 0.012 07:15 0.179 0.046 0.046 02/03/2018 05:25 0.88 08:45 1.96 1.34 05:25 0.74 08:45 4.05 2.02 05:25 0.010 08:45 0.172 0.055 0.055 02/04/2018 00:55 0.86 10:20 2.09 1.37 04:00 0.84 09:35 4.33 2.15 04:00 0.011 09:35 0.200 0.064 0.064 02/05/2018 01:45 0.83 07:00 1.97 1.32 01:45 0.80 07:10 4.18 1.93 01:45 0.010 07:10 0.179 0.052 0.052 02/06/2018 03:00 0.80 06:50 1.93 1.30 03:15 0.78 06:35 4.12 1.87 03:15 0.009 06:50 0.163 0.049 0.049 02/07/2018 00:45 0.77 07:05 2.05 1.29 03:20 0.84 07:05 4.23 1.94 03:20 0.011 07:05 0.191 0.051 0.051 02/08/2018 02:00 0.77 07:10 1.97 1.27 03:25 0.75 07:10 4.11 1.84 03:25 0.009 07:10 0.176 0.047 0.047 02/09/2018 02:55 0.79 07:10 2.15 1.30 01:55 0.88 07:10 4.25 1.90 04:25 0.012 07:10 0.206 0.050 0.050 02/10/2018 02:35 0.76 09:40 2.03 1.31 01:25 0.72 09:15 4.12 1.91 01:25 0.009 09:50 0.178 0.051 0.051 02/11/2018 04:35 0.73 09:05 2.06 1.37 03:55 0.69 09:40 4.16 2.07 03:55 0.008 09:05 0.184 0.062 0.062 02/12/2018 02:35 0.69 19:35 1.91 1.30 02:45 0.73 06:40 3.63 1.84 02:35 0.009 19:35 0.149 0.048 0.048 02/13/2018 04:20 0.80 07:00 1.97 1.29 03:05 0.79 07:05 4.03 1.83 03:10 0.010 07:05 0.170 0.047 0.047 02/14/2018 03:50 0.82 06:50 1.95 1.27 04:00 0.75 06:40 3.91 1.79 04:00 0.010 06:50 0.162 0.045 0.045 02/15/2018 04:15 0.84 06:35 1.96 1.25 03:55 0.85 06:35 4.43 1.79 03:55 0.012 06:35 0.188 0.044 0.044 02/16/2018 03:15 0.82 09:10 1.80 1.27 03:55 0.74 07:45 4.28 1.82 03:55 0.009 07:45 0.155 0.045 0.045 02/17/2018 02:20 0.80 09:25 1.98 1.31 02:20 0.75 08:55 4.10 1.94 02:20 0.009 08:55 0.175 0.053 0.053 02/18/2018 04:50 0.83 08:50 1.97 1.32 05:55 0.88 10:50 4.09 2.00 04:50 0.011 08:50 0.173 0.054 0.054 02/19/2018 04:00 0.80 09:05 1.94 1.31 02:50 0.67 09:45 4.10 1.99 02:05 0.009 09:05 0.167 0.054 0.054 02/20/2018 02:10 0.79 07:35 2.01 1.29 03:10 0.77 07:35 4.18 1.84 03:10 0.010 07:35 0.184 0.048 0.048 02/21/2018 04:00 0.77 07:15 1.92 1.27 04:15 0.76 07:00 4.18 1.82 04:00 0.010 07:00 0.171 0.045 0.045 02/22/2018 02:05 0.81 06:45 1.84 1.27 03:55 0.85 07:10 3.96 1.86 03:55 0.010 07:10 0.147 0.047 0.047 0.03 02/23/2018 03:45 0.80 07:05 1.97 1.27 02:55 0.71 07:05 4.29 1.84 02:55 0.010 07:05 0.184 0.046 0.046 0.02 02/24/2018 04:15 0.75 09:25 1.94 1.28 03:10 0.70 09:30 4.06 2.00 04:15 0.009 10:45 0.164 0.053 0.053 02/25/2018 03:15 0.77 08:55 1.99 1.34 04:30 0.76 13:40 4.03 2.09 04:30 0.009 08:55 0.165 0.059 0.059 02/26/2018 01:20 0.80 07:05 2.00 1.27 02:40 0.76 20:10 4.13 2.00 02:40 0.009 07:10 0.175 0.052 0.052 02/27/2018 03:05 0.77 07:05 1.95 1.25 03:15 0.67 07:05 4.36 1.88 03:05 0.008 07:05 0.184 0.047 0.047 0.55 02/28/2018 02:30 0.81 07:00 1.92 1.24 03:00 0.86 07:05 4.14 1.85 02:30 0.011 07:05 0.170 0.045 0.045 03/01/2018 03:05 0.75 07:20 1.96 1.26 03:30 0.71 07:00 4.10 1.88 03:30 0.010 07:00 0.169 0.047 0.047 03/02/2018 02:10 0.79 07:10 1.96 1.26 02:30 0.79 07:00 4.20 1.83 02:30 0.010 07:00 0.176 0.046 0.046 0.06 03/03/2018 06:00 0.81 08:35 1.93 1.30 03:30 0.82 08:35 4.20 1.97 04:35 0.012 08:35 0.175 0.052 0.052 1.04 03/04/2018 02:10 0.80 09:50 1.93 1.32 01:50 0.68 10:55 4.09 2.07 01:50 0.009 10:55 0.169 0.057 0.057 03/05/2018 02:40 0.80 07:00 1.93 1.25 02:15 0.89 20:20 4.12 1.94 02:15 0.011 07:00 0.169 0.048 0.048 03/06/2018 23:30 0.79 07:20 1.93 1.20 03:45 1.05 06:40 4.18 1.90 02:55 0.014 06:40 0.170 0.044 0.044 03/07/2018 01:25 0.78 19:20 1.94 1.22 03:40 0.73 07:25 3.82 1.81 03:40 0.009 19:20 0.152 0.044 0.044 03/08/2018 04:00 0.76 07:05 1.88 1.26 01:15 0.76 07:05 3.88 1.86 03:30 0.010 07:05 0.155 0.046 0.046 03/09/2018 02:35 0.73 07:35 1.90 1.22 04:45 0.86 06:50 4.02 1.84 04:45 0.011 06:40 0.155 0.043 0.043 03/10/2018 03:45 0.78 09:55 1.89 1.26 05:35 0.73 10:25 3.95 1.94 05:35 0.009 10:20 0.155 0.050 0.050 0.91 03/11/2018 01:25 0.78 09:45 1.99 1.30 02:20 0.65 10:45 4.04 2.07 02:20 0.008 09:45 0.175 0.056 0.056 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 17B-5, Pipe Height: 7.88 in, Silt: 0.00 in Page 14 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 02:35 0.80 18:40 1.94 1.27 02:15 0.80 06:15 3.69 1.91 01:10 0.010 18:40 0.154 0.048 0.048 0.32 03/13/2018 02:35 0.82 18:45 1.90 1.27 04:20 0.75 18:45 3.92 1.81 04:20 0.011 18:45 0.160 0.045 0.045 0.07 03/14/2018 01:40 0.84 06:05 1.89 1.30 02:45 0.75 19:55 3.93 1.94 02:00 0.010 06:05 0.156 0.051 0.051 0.11 03/15/2018 02:55 0.84 19:35 1.95 1.28 04:05 0.84 07:35 3.96 1.84 02:45 0.012 19:35 0.160 0.046 0.046 0.46 03/16/2018 03:15 0.84 07:30 1.81 1.29 02:00 1.04 07:55 3.97 1.92 02:00 0.014 07:55 0.149 0.047 0.047 0.05 03/17/2018 03:20 0.80 10:00 2.11 1.29 04:30 0.83 10:00 4.36 2.05 03:15 0.011 10:00 0.205 0.055 0.055 0.35 03/18/2018 03:45 0.79 11:20 1.91 1.30 04:55 0.65 10:35 4.30 2.09 04:50 0.008 10:35 0.170 0.057 0.057 03/19/2018 01:45 0.73 07:45 1.92 1.25 04:00 0.76 07:00 4.13 1.95 04:00 0.011 07:45 0.168 0.048 0.048 03/20/2018 03:20 0.74 20:30 1.89 1.27 02:15 0.74 19:20 4.19 1.99 03:05 0.010 20:30 0.159 0.050 0.050 03/21/2018 04:05 0.76 20:20 1.95 1.24 02:20 0.69 20:20 4.08 1.91 02:20 0.009 20:20 0.172 0.047 0.047 03/22/2018 03:00 0.78 20:15 1.96 1.25 03:20 0.76 20:15 4.18 1.92 03:00 0.009 20:15 0.178 0.047 0.047 0.16 03/23/2018 04:20 0.81 08:45 1.93 1.24 04:20 0.80 08:50 3.99 1.89 04:20 0.010 08:45 0.155 0.045 0.045 0.06 03/24/2018 04:40 0.83 09:40 2.03 1.29 04:30 0.69 09:45 4.14 2.01 04:30 0.009 09:40 0.184 0.053 0.053 03/25/2018 05:05 0.81 09:25 2.07 1.33 04:40 0.68 20:10 4.44 2.14 04:40 0.009 09:25 0.196 0.061 0.061 03/26/2018 00:35 0.79 20:00 1.90 1.25 03:50 0.75 20:00 4.00 1.97 03:50 0.009 20:00 0.162 0.048 0.048 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.28 1.92 3.037 0.050 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 15 of 54 Site Commentary Site Information 21D-5 Pipe Dimensions 10.38 " Silt Level 0.00" Overview Site 21D-5 functioned under normal conditions during the period Thursday, January 25, 2018 to Monday, March 26, 2018 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 25, 2018 to Monday, March 26, 2018 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. As a result, the values may differ from those contained in the excel file which are 15-minute averaged data. In regards to depth, this site flows at 46% full at its recorded peak of 4.82 inches and approximately 27% full during its recorded average depth of 2.76 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 2.76 1.47 0.127 Minimum 1.66 0.45 0.020 Maximum 4.82 2.82 0.486 Time of Minimum 2/12/2018 4:40 AM 3/1/2018 6:00 AM 3/9/2018 5:30 AM Time of Maximum 3/17/2018 4:35 AM 3/17/2018 4:35 AM 3/17/2018 4:35 AM Data Quality Data uptime observed during the Thursday, January 25, 2018 to the Monday, March 26, 2018 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 16 of 54 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 17 of 54 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential x Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? x Carlsbad_2018 Carlsbad, CA 01/23/18 JG 21D-5 5331 Paseo Del Norte X Monitor S/N:21506 21D-5 N/A 10.38" 10.38" 192" Precast VCP / Good 01/23/18 @ 1500 3.5 0.25 2.0 0.00 Standard installation CS4 (Ultrasonic Depth/ Velocity/ Pressure) No Evidence of Surcharge 1 ADS Site Location 10.38" x 10.38"21D-5 Site Map NAccess Map N Planar NCross Section Drive Fairly smooth flow through manhole Monitor Series:FS 192.00"Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI FlowDir. Good N/A Page 18 of 54 Page 19 of 54 Page 20 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 06:05 1.84 14:40 3.74 2.67 06:35 0.52 14:10 2.36 1.47 06:35 0.026 14:10 0.275 0.119 0.119 01/26/2018 05:10 1.80 15:05 3.57 2.71 06:00 0.52 13:55 2.21 1.44 06:00 0.024 13:55 0.243 0.118 0.118 01/27/2018 06:25 1.68 14:05 3.85 2.72 06:30 0.55 14:10 2.47 1.54 06:30 0.023 14:05 0.298 0.129 0.129 01/28/2018 07:20 1.87 13:45 3.41 2.51 06:00 0.53 15:05 2.13 1.54 06:00 0.026 15:05 0.209 0.113 0.113 01/29/2018 05:15 1.70 14:35 3.53 2.60 04:40 0.87 13:25 2.43 1.52 04:40 0.036 13:25 0.261 0.119 0.119 01/30/2018 05:30 1.89 14:05 3.56 2.68 01:50 0.57 09:35 2.24 1.43 06:05 0.028 09:35 0.240 0.117 0.117 01/31/2018 06:30 1.83 15:40 3.68 2.75 04:15 0.76 14:10 2.24 1.51 04:15 0.037 14:10 0.259 0.126 0.126 02/01/2018 05:05 1.92 16:10 3.62 2.74 04:25 0.63 12:10 2.35 1.45 05:20 0.033 15:45 0.251 0.123 0.123 02/02/2018 04:50 1.79 13:30 3.69 2.69 05:40 0.64 11:20 2.42 1.42 05:40 0.029 12:55 0.268 0.121 0.121 02/03/2018 06:15 1.72 13:00 3.67 2.67 03:25 0.64 13:40 2.23 1.38 04:55 0.027 13:10 0.258 0.116 0.116 02/04/2018 06:35 1.81 13:45 3.21 2.39 04:15 0.64 14:20 2.22 1.35 04:20 0.029 12:20 0.196 0.094 0.094 02/05/2018 03:55 1.70 13:35 3.52 2.59 06:35 0.60 13:15 2.23 1.36 06:35 0.025 12:10 0.225 0.109 0.109 02/06/2018 05:00 1.84 14:55 3.71 2.66 03:30 0.66 15:00 2.14 1.36 04:30 0.031 15:00 0.247 0.111 0.111 02/07/2018 06:35 1.92 14:15 3.64 2.74 05:10 0.63 16:20 2.34 1.33 05:10 0.032 13:40 0.245 0.111 0.111 02/08/2018 05:00 1.86 14:15 3.86 2.83 05:20 0.65 16:10 2.31 1.31 05:05 0.031 16:10 0.264 0.116 0.116 02/09/2018 05:05 1.72 12:55 3.86 2.77 04:55 0.63 13:00 2.45 1.35 04:55 0.027 13:00 0.282 0.116 0.116 02/10/2018 05:50 1.84 15:45 3.58 2.79 06:05 0.63 17:50 2.30 1.27 06:05 0.029 17:20 0.244 0.111 0.111 02/11/2018 05:20 1.75 17:10 3.47 2.55 05:20 0.62 13:30 2.29 1.47 05:20 0.026 14:40 0.236 0.113 0.113 02/12/2018 04:40 1.66 15:35 3.60 2.67 05:40 0.59 16:20 2.47 1.40 05:40 0.024 16:20 0.278 0.116 0.116 02/13/2018 05:25 1.81 13:50 3.61 2.70 02:45 0.66 16:10 2.36 1.42 05:40 0.030 13:50 0.270 0.118 0.118 02/14/2018 04:35 1.84 15:55 3.70 2.74 04:15 0.61 13:30 2.44 1.40 05:25 0.028 13:30 0.294 0.121 0.121 02/15/2018 05:00 1.86 14:55 3.56 2.75 04:45 0.64 14:55 2.32 1.50 04:45 0.030 14:55 0.267 0.130 0.130 02/16/2018 05:00 1.74 15:10 3.88 2.80 02:45 0.52 15:10 2.49 1.58 02:45 0.023 15:10 0.323 0.143 0.143 02/17/2018 05:10 1.84 14:05 3.86 2.85 05:55 0.47 15:15 2.47 1.57 05:55 0.022 15:10 0.306 0.145 0.145 02/18/2018 04:20 1.82 15:55 3.48 2.69 04:50 0.57 17:05 2.22 1.58 04:50 0.026 14:55 0.240 0.130 0.130 02/19/2018 04:15 1.78 09:10 3.84 2.88 04:40 0.56 14:55 2.43 1.63 04:40 0.026 15:05 0.294 0.152 0.152 02/20/2018 05:20 2.16 13:45 3.75 2.83 05:30 0.62 13:45 2.21 1.56 05:30 0.036 13:45 0.274 0.137 0.137 02/21/2018 05:35 1.76 13:35 3.96 2.74 05:10 0.63 13:35 2.31 1.59 05:10 0.028 13:35 0.308 0.138 0.138 02/22/2018 04:55 1.83 12:20 3.69 2.80 02:25 0.51 13:30 2.33 1.56 05:20 0.023 13:30 0.271 0.137 0.137 0.03 02/23/2018 05:45 1.82 15:30 3.75 2.83 05:45 0.80 13:00 2.30 1.56 05:45 0.036 14:00 0.272 0.140 0.140 0.02 02/24/2018 05:20 1.84 15:10 4.00 2.88 04:10 0.50 15:10 2.32 1.54 04:10 0.023 15:10 0.313 0.143 0.143 02/25/2018 04:50 1.94 18:50 3.56 2.70 05:25 0.50 18:55 2.24 1.45 05:25 0.026 18:55 0.256 0.121 0.121 02/26/2018 05:30 1.88 14:40 3.85 2.74 03:15 0.58 10:50 2.15 1.48 03:35 0.031 14:45 0.246 0.126 0.126 02/27/2018 05:30 1.89 08:55 4.40 2.84 04:50 0.58 08:40 2.66 1.46 05:10 0.030 08:40 0.402 0.132 0.132 0.55 02/28/2018 05:05 1.82 15:45 3.66 2.71 05:45 0.51 10:55 2.20 1.43 05:45 0.023 15:45 0.256 0.122 0.122 03/01/2018 05:25 1.87 15:20 3.66 2.75 06:00 0.45 15:20 2.28 1.41 06:25 0.022 15:20 0.273 0.122 0.122 03/02/2018 05:15 1.79 16:20 3.72 2.78 04:35 0.51 14:15 2.38 1.45 05:40 0.029 14:15 0.280 0.127 0.127 0.06 03/03/2018 05:55 1.85 09:10 4.14 2.95 04:55 0.58 00:20 2.47 1.53 04:55 0.029 00:20 0.331 0.147 0.147 1.04 03/04/2018 04:55 1.78 13:20 3.46 2.58 05:15 0.70 13:25 2.20 1.44 05:45 0.031 14:55 0.234 0.113 0.113 03/05/2018 06:25 1.78 14:15 3.82 2.68 01:55 0.62 10:05 2.20 1.48 01:55 0.030 14:15 0.277 0.124 0.124 03/06/2018 06:05 1.81 14:55 3.89 2.75 05:05 0.50 12:30 2.21 1.44 05:05 0.023 12:30 0.269 0.125 0.125 03/07/2018 04:20 1.84 13:20 3.81 2.76 05:50 0.51 10:45 2.25 1.42 05:50 0.023 13:45 0.259 0.124 0.124 03/08/2018 05:05 1.84 16:10 3.70 2.79 05:35 0.50 13:55 2.14 1.43 05:35 0.023 17:15 0.252 0.127 0.127 03/09/2018 06:00 1.76 13:35 3.81 2.81 05:30 0.45 14:00 2.19 1.45 05:30 0.020 15:55 0.270 0.132 0.132 03/10/2018 04:40 1.85 22:00 3.98 2.83 04:35 0.53 22:00 2.36 1.53 04:35 0.025 22:00 0.316 0.138 0.138 0.91 03/11/2018 04:10 1.69 19:15 3.47 2.55 04:20 0.68 14:50 2.19 1.48 04:20 0.028 14:50 0.241 0.115 0.115 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 21D-5, Pipe Height: 10.38 in, Silt: 0.00 in Page 21 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 03:00 1.93 15:20 3.78 2.81 03:20 0.75 13:20 2.22 1.53 03:15 0.039 13:20 0.270 0.134 0.134 0.32 03/13/2018 01:10 1.79 14:50 3.73 2.75 02:10 0.54 15:20 2.29 1.49 02:10 0.025 15:20 0.272 0.129 0.129 0.07 03/14/2018 03:10 1.94 14:50 3.92 2.93 03:15 0.55 13:10 2.39 1.55 03:15 0.028 13:20 0.296 0.142 0.142 0.11 03/15/2018 01:45 2.14 13:45 4.14 2.97 03:35 0.56 13:50 2.47 1.53 03:35 0.033 13:50 0.321 0.143 0.143 0.46 03/16/2018 03:25 1.82 15:05 4.01 2.88 04:25 0.49 15:05 2.26 1.43 04:25 0.022 15:05 0.306 0.135 0.135 0.05 03/17/2018 07:20 2.19 04:35 4.82 3.14 03:00 0.71 04:35 2.82 1.59 03:00 0.044 04:35 0.486 0.161 0.161 0.35 03/18/2018 05:55 1.88 14:55 3.60 2.70 04:40 0.57 13:10 2.25 1.46 04:40 0.028 13:10 0.248 0.122 0.122 03/19/2018 04:50 1.76 17:40 3.77 2.79 02:55 0.72 11:10 2.23 1.59 02:15 0.038 16:50 0.275 0.142 0.142 03/20/2018 05:35 1.79 13:55 3.84 2.82 02:20 0.56 14:50 2.29 1.63 02:20 0.028 13:55 0.289 0.149 0.149 03/21/2018 05:10 1.90 13:55 3.82 2.84 23:55 0.84 13:00 2.25 1.54 04:20 0.046 13:55 0.276 0.137 0.137 03/22/2018 06:10 1.79 11:10 3.90 2.78 04:15 0.50 11:10 2.03 1.32 05:35 0.026 11:10 0.265 0.117 0.117 0.16 03/23/2018 04:45 1.73 14:40 3.77 2.86 04:15 0.50 10:40 2.00 1.35 04:15 0.022 10:40 0.235 0.123 0.123 0.06 03/24/2018 06:25 1.77 15:25 4.10 2.91 05:00 0.47 16:45 2.20 1.34 06:20 0.022 16:45 0.291 0.131 0.131 03/25/2018 06:00 1.78 14:55 3.88 2.70 05:45 0.58 14:55 2.50 1.55 05:45 0.026 14:55 0.324 0.131 0.131 03/26/2018 06:05 1.74 14:10 3.91 2.80 06:20 0.80 11:40 2.56 1.58 06:20 0.036 11:40 0.316 0.140 0.140 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 2.76 1.47 7.762 0.127 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 22 of 54 Site Commentary Site Information 22D-2 Pipe Dimensions 11.63 " Silt Level 0.00" Overview Site 22D-2 functioned under normal conditions during the period Thursday, January 25, 2018 to Monday, March 26, 2018 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 25, 2018 to Monday, March 26, 2018 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. As a result, the values may differ from those contained in the excel file which are 15-minute averaged data. In regards to depth, this site flows at 47% full at its recorded peak of 5.42 inches and approximately 23% full during its recorded average depth of 2.68 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 2.68 0.51 0.046 Minimum 1.26 0.18 0.007 Maximum 5.42 2.01 0.282 Time of Minimum 1/28/2018 5:40 AM 2/24/2018 4:20 AM 2/5/2018 3:40 AM Time of Maximum 3/19/2018 12:30 PM 1/25/2018 10:00 AM 1/26/2018 10:15 AM Data Quality Data uptime observed during the Thursday, January 25, 2018 to the Monday, March 26, 2018 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 23 of 54 Percent Uptime Depth (in)99 Velocity (ft/s)99 Quantity (MGD)99 Page 24 of 54 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential x Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? x Carlsbad_2018 Carlsbad, CA 01/24/18 JG 22D-2 Faraday Ave & Whitman Way X Monitor S/N:26118 22D-2 N/A 11.63" 11.63" 240" Precast/Lined VCP / Good 01/24/18 @ 0800 2.88 0.25 2.40 0.00 Standard installation CS4 (Ultrasonic Depth/ Velocity/ Pressure) No Evidence of Surcharge 1 ADS Site Location 11.63" x 11.63"22D-2 Site Map NAccess Map N Planar NCross Section Drive Smooth flow into manhole Monitor Series:FS 240.00"Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI FlowDir. Good N/A Page 25 of 54 Page 26 of 54 Page 27 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 23:40 1.95 14:55 4.18 3.10 03:45 0.48 10:00 2.01 0.94 23:40 0.027 12:20 0.277 0.107 0.107 01/26/2018 01:40 1.61 10:10 4.07 2.79 04:35 0.28 10:20 2.01 0.79 01:35 0.013 10:15 0.282 0.081 0.081 01/27/2018 03:00 1.55 10:05 2.84 2.13 02:25 0.23 15:30 0.78 0.49 03:00 0.010 12:00 0.061 0.030 0.030 01/28/2018 05:40 1.26 12:20 2.52 1.92 05:25 0.22 08:10 0.69 0.43 05:40 0.007 09:50 0.046 0.023 0.023 01/29/2018 01:05 1.43 14:00 4.70 3.16 04:00 0.21 09:35 1.01 0.53 04:00 0.009 10:50 0.162 0.062 0.062 01/30/2018 04:40 2.10 11:40 4.57 3.23 03:50 0.33 14:15 1.11 0.56 04:20 0.021 14:15 0.178 0.065 0.065 01/31/2018 01:40 1.66 11:55 4.36 2.99 02:00 0.28 10:45 1.04 0.56 02:00 0.012 10:45 0.157 0.059 0.059 02/01/2018 03:35 1.57 10:00 4.35 2.93 02:35 0.25 09:45 0.95 0.54 04:40 0.011 09:45 0.139 0.055 0.055 02/02/2018 01:50 1.68 15:55 4.25 2.78 04:50 0.23 08:35 0.87 0.50 04:50 0.010 15:55 0.122 0.048 0.048 02/03/2018 03:25 1.37 13:50 2.83 2.12 03:10 0.22 06:20 0.65 0.40 03:25 0.008 12:20 0.042 0.024 0.024 02/04/2018 07:25 1.41 11:55 2.39 1.92 08:45 0.21 09:40 0.67 0.38 04:05 0.008 14:15 0.036 0.020 0.020 02/05/2018 03:40 1.28 12:50 4.41 2.84 01:05 0.22 10:05 0.84 0.52 03:40 0.007 14:45 0.131 0.054 0.054 02/06/2018 03:05 1.56 11:30 4.27 2.81 03:50 0.23 08:40 0.93 0.51 03:05 0.011 10:15 0.129 0.050 0.050 02/07/2018 05:10 1.36 11:20 4.26 2.84 05:10 0.25 10:10 0.88 0.52 05:10 0.008 10:10 0.116 0.051 0.051 02/08/2018 03:40 1.61 14:40 4.53 2.97 02:50 0.26 09:55 0.98 0.54 03:40 0.012 12:45 0.155 0.057 0.057 02/09/2018 04:00 1.61 14:25 4.43 2.93 04:40 0.26 08:25 1.05 0.52 04:40 0.011 15:10 0.122 0.053 0.053 02/10/2018 03:55 1.66 13:00 2.74 2.24 06:50 0.29 10:00 0.69 0.43 03:40 0.014 10:00 0.053 0.028 0.028 02/11/2018 05:10 1.40 10:50 2.55 2.01 04:05 0.25 14:40 0.67 0.38 04:50 0.010 14:40 0.044 0.021 0.021 02/12/2018 01:40 1.32 11:35 5.02 3.02 01:40 0.24 12:10 1.05 0.48 01:40 0.007 12:10 0.191 0.052 0.052 02/13/2018 03:50 1.73 12:00 4.53 3.03 03:45 0.25 10:30 0.85 0.50 04:25 0.014 10:30 0.131 0.053 0.053 02/14/2018 04:15 1.64 12:25 4.45 2.96 00:40 0.23 09:50 0.94 0.51 02:45 0.011 15:40 0.127 0.053 0.053 02/15/2018 04:35 1.71 15:25 4.50 2.99 04:55 0.28 16:55 0.83 0.53 04:55 0.013 12:20 0.127 0.055 0.055 02/16/2018 05:00 1.45 14:40 4.57 2.86 04:45 0.26 12:10 0.91 0.53 04:45 0.011 12:10 0.139 0.052 0.052 02/17/2018 04:30 1.58 05:35 2.86 2.07 04:50 0.28 05:45 0.78 0.49 04:50 0.012 05:45 0.056 0.028 0.028 02/18/2018 01:00 1.39 22:45 2.25 1.86 06:45 0.22 22:35 0.69 0.44 06:45 0.008 09:55 0.041 0.022 0.022 02/19/2018 03:50 1.37 11:15 4.03 2.61 00:40 0.26 13:35 0.90 0.52 04:00 0.010 12:35 0.107 0.045 0.045 02/20/2018 04:20 1.54 09:40 4.70 2.63 03:05 0.29 10:30 1.19 0.56 04:20 0.014 09:40 0.172 0.048 0.048 02/21/2018 03:40 1.64 09:55 3.78 2.53 04:05 0.27 13:45 1.25 0.57 03:40 0.012 13:45 0.128 0.046 0.046 02/22/2018 03:15 1.56 14:40 3.66 2.58 02:45 0.23 13:30 0.98 0.54 03:15 0.010 13:30 0.112 0.046 0.046 0.03 02/23/2018 04:15 1.49 10:25 3.60 2.60 04:05 0.22 10:25 0.99 0.53 04:05 0.009 10:25 0.124 0.045 0.045 0.02 02/24/2018 17:50 1.59 12:10 2.63 2.08 04:20 0.18 05:10 0.81 0.44 04:20 0.008 10:45 0.058 0.026 0.026 02/25/2018 04:35 1.52 14:35 2.59 1.96 05:35 0.18 10:15 0.74 0.40 05:35 0.008 10:15 0.049 0.021 0.021 02/26/2018 00:50 1.56 11:25 4.76 3.15 04:25 0.20 09:20 1.17 0.46 04:25 0.009 09:20 0.182 0.053 0.053 02/27/2018 04:55 1.77 11:05 4.60 2.81 04:40 0.21 10:15 1.18 0.53 04:40 0.010 10:25 0.191 0.051 0.051 0.55 02/28/2018 03:55 1.71 09:55 4.16 2.76 04:20 0.22 10:35 0.98 0.55 04:20 0.011 10:35 0.141 0.051 0.051 03/01/2018 05:05 1.67 11:35 4.21 2.74 01:35 0.23 16:35 0.91 0.55 02:35 0.012 11:40 0.125 0.050 0.050 03/02/2018 02:40 1.68 15:15 4.03 2.66 02:15 0.24 09:15 0.97 0.54 02:15 0.011 15:15 0.116 0.048 0.048 0.06 03/03/2018 03:45 1.51 09:40 2.64 2.04 19:40 0.27 08:25 0.80 0.47 03:45 0.012 09:55 0.051 0.027 0.027 1.04 03/04/2018 07:40 1.46 10:15 2.76 1.98 04:00 0.20 06:55 0.85 0.42 07:40 0.008 09:20 0.061 0.024 0.022 03/05/2018 22:30 1.88 10:05 4.30 3.05 23:35 0.38 11:50 0.87 0.57 22:10 0.023 11:50 0.125 0.059 0.035 03/06/2018 04:45 1.47 13:20 3.97 2.63 05:00 0.24 14:10 0.91 0.53 05:00 0.009 13:20 0.116 0.046 0.046 03/07/2018 04:20 1.69 14:00 3.92 2.75 04:40 0.23 16:10 0.85 0.54 03:25 0.012 14:00 0.112 0.049 0.049 03/08/2018 03:55 1.60 15:25 3.86 2.73 06:35 0.28 08:25 0.85 0.53 04:55 0.013 15:25 0.098 0.048 0.048 03/09/2018 02:25 1.62 11:50 3.80 2.68 06:25 0.21 12:10 0.90 0.51 06:25 0.011 12:10 0.117 0.046 0.046 03/10/2018 03:00 1.62 05:50 2.67 2.19 01:20 0.25 10:30 0.67 0.41 04:50 0.012 10:30 0.049 0.026 0.026 0.91 03/11/2018 02:50 1.59 09:40 2.83 2.13 02:05 0.23 05:15 0.78 0.42 02:05 0.010 05:45 0.055 0.025 0.025 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 22D-2, Pipe Height: 11.63 in, Silt: 0.00 in Page 28 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 01:10 1.50 09:00 4.65 2.88 01:35 0.25 11:35 0.82 0.49 03:15 0.011 11:35 0.138 0.049 0.049 0.32 03/13/2018 02:40 1.75 14:20 4.26 2.89 02:20 0.24 13:10 0.88 0.53 02:10 0.012 14:00 0.119 0.052 0.052 0.07 03/14/2018 02:55 1.99 15:10 4.46 3.15 23:45 0.28 15:45 0.94 0.49 04:15 0.019 14:55 0.136 0.054 0.054 0.11 03/15/2018 03:25 1.98 14:55 4.35 3.15 05:55 0.23 11:25 1.12 0.53 05:55 0.016 11:25 0.176 0.059 0.059 0.46 03/16/2018 01:25 1.87 11:35 4.61 3.19 03:15 0.24 14:40 0.86 0.48 03:15 0.016 14:40 0.137 0.054 0.054 0.05 03/17/2018 22:35 2.11 05:20 4.10 2.72 05:15 0.38 09:35 0.61 0.53 22:35 0.026 05:25 0.082 0.045 0.045 0.35 03/18/2018 03:40 1.77 00:20 3.05 2.39 06:30 0.24 00:20 0.57 0.48 06:30 0.014 00:20 0.057 0.034 0.034 03/19/2018 03:25 1.76 12:30 5.42 3.54 06:25 0.29 12:05 0.87 0.51 03:25 0.017 12:05 0.181 0.065 0.065 03/20/2018 04:05 2.15 10:45 5.11 3.57 23:35 0.25 12:00 0.93 0.49 23:35 0.020 12:00 0.181 0.063 0.063 03/21/2018 02:25 1.96 11:45 4.78 3.38 05:50 0.25 10:10 0.76 0.47 05:20 0.018 10:10 0.130 0.057 0.057 03/22/2018 03:15 1.90 09:50 4.32 2.98 01:30 0.22 11:15 0.80 0.50 03:55 0.012 12:30 0.110 0.051 0.051 0.16 03/23/2018 01:25 1.72 14:00 4.11 2.86 03:40 0.25 14:10 0.85 0.51 01:25 0.014 13:55 0.123 0.050 0.050 0.06 03/24/2018 03:00 1.73 11:35 2.67 2.22 23:25 0.23 11:25 0.65 0.41 01:25 0.012 11:35 0.046 0.026 0.026 03/25/2018 01:40 1.57 12:35 2.65 2.10 06:25 0.22 01:10 0.62 0.38 02:50 0.010 10:10 0.042 0.022 0.022 03/26/2018 02:10 1.54 11:45 4.58 3.00 00:55 0.24 08:10 0.90 0.47 02:10 0.010 08:10 0.119 0.050 0.050 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 2.68 0.51 2.788 0.046 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 29 of 54 Site Commentary Site Information 31A-12 Pipe Dimensions 15.25 " Silt Level 0.00" Overview Site 31A-12 functioned under normal conditions during the period Thursday, January 25, 2018 to Monday, March 26, 2018 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 25, 2018 to Monday, March 26, 2018 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. As a result, the values may differ from those contained in the excel file which are 15-minute averaged data. In regards to depth, this site flows at 16% full at its recorded peak of 2.43 inches and approximately 10% full during its recorded average depth of 1.49 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.49 0.87 0.041 Minimum 0.76 0.22 0.006 Maximum 2.44 3.06 0.226 Time of Minimum 1/27/2018 11:25 PM 2/17/2018 1:25 AM 2/17/2018 11:15 PM Time of Maximum 1/29/2018 6:20 AM 2/27/2018 8:45 AM 1/29/2018 11:20 AM Data Quality Data uptime observed during the Thursday, January 25, 2018 to the Monday, March 26, 2018 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 30 of 54 Percent Uptime Depth (in)99 Velocity (ft/s)99 Quantity (MGD)99 Page 31 of 54 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential x Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? x Carlsbad_2018 Carlsbad, CA 01/24/18 JG 31A-12 2712 Loker Ave W X Monitor S/N:21703 31A-12 N/A 15.25" 15.00" 300" Precast/Lined VCP / Good 01/24/18 @ 0930 1.50 0.25 1.24 0.00 Standard installation CS4 (Ultrasonic Depth/ Velocity/ Pressure) No Evidence of Surcharge 1 ADS Site Location 15.25" x 15.00"31A-12 Site Map NAccess Map N Planar NCross Section Drive Smooth flow into manhole Monitor Series:FS 300.00"Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI FlowDir. Good N/A Page 32 of 54 Page 33 of 54 Page 34 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 03:00 0.86 14:20 2.05 1.42 03:25 0.34 11:20 2.23 0.93 03:00 0.006 11:00 0.135 0.042 0.042 01/26/2018 01:10 0.89 11:20 1.97 1.39 02:10 0.35 09:50 2.29 0.93 04:20 0.007 09:50 0.134 0.041 0.041 01/27/2018 23:25 0.76 10:10 2.00 1.11 05:20 0.33 10:15 1.23 0.55 23:25 0.006 10:10 0.075 0.015 0.015 01/28/2018 04:40 0.88 10:10 2.37 1.58 03:25 0.31 10:10 1.90 1.01 03:25 0.006 10:10 0.152 0.054 0.054 01/29/2018 19:50 1.25 06:20 2.44 1.69 00:00 0.46 11:20 2.91 1.21 00:00 0.016 11:20 0.226 0.064 0.064 01/30/2018 04:35 1.16 11:40 2.14 1.56 04:05 0.46 13:20 2.72 1.09 04:25 0.013 12:35 0.174 0.054 0.054 01/31/2018 04:05 1.17 13:10 2.20 1.60 01:25 0.46 13:25 2.74 1.11 01:25 0.013 13:25 0.186 0.057 0.036 02/01/2018 22:55 1.09 11:15 2.10 1.57 23:05 0.40 10:25 2.91 1.09 23:05 0.010 10:25 0.189 0.053 0.053 02/02/2018 01:40 0.95 09:55 2.09 1.47 03:00 0.34 10:00 2.23 0.93 02:20 0.008 10:00 0.145 0.043 0.043 02/03/2018 10:05 0.91 06:45 1.74 1.17 02:30 0.37 06:45 1.24 0.56 10:05 0.008 06:45 0.063 0.016 0.016 02/04/2018 05:10 0.92 09:40 1.91 1.20 03:55 0.36 21:40 1.49 0.57 06:45 0.008 12:15 0.073 0.018 0.018 02/05/2018 23:50 1.04 11:15 2.17 1.55 23:50 0.40 10:25 2.41 1.05 23:50 0.009 10:00 0.159 0.052 0.052 02/06/2018 04:15 0.93 14:05 2.14 1.51 04:45 0.35 11:20 2.51 0.98 04:45 0.008 11:20 0.158 0.048 0.048 02/07/2018 06:10 0.94 10:50 2.20 1.52 23:00 0.37 12:50 2.79 1.03 02:25 0.009 12:50 0.188 0.052 0.052 02/08/2018 01:35 1.02 11:15 2.26 1.60 04:40 0.28 09:50 2.80 0.93 03:05 0.008 09:50 0.195 0.049 0.049 02/09/2018 02:55 1.03 14:00 2.20 1.57 03:05 0.31 11:25 2.59 0.87 03:05 0.007 11:30 0.169 0.044 0.044 02/10/2018 04:40 1.01 08:55 2.31 1.29 04:50 0.28 08:55 1.87 0.52 04:30 0.007 08:55 0.144 0.019 0.019 02/11/2018 05:25 1.02 16:35 1.61 1.18 02:20 0.27 12:35 1.39 0.46 05:25 0.007 16:35 0.054 0.013 0.013 02/12/2018 03:45 1.01 11:30 2.26 1.63 01:20 0.28 11:40 2.73 1.01 01:20 0.007 11:40 0.198 0.055 0.055 02/13/2018 04:50 1.06 09:50 2.30 1.62 01:40 0.38 13:35 2.87 1.08 05:05 0.011 12:30 0.199 0.058 0.058 02/14/2018 04:10 1.00 14:10 2.12 1.53 04:20 0.29 13:50 2.59 0.96 04:20 0.007 13:50 0.161 0.046 0.046 02/15/2018 02:30 1.12 14:50 2.14 1.54 01:55 0.35 09:05 2.29 0.98 02:30 0.010 14:20 0.142 0.048 0.048 02/16/2018 03:15 1.14 12:00 2.04 1.53 02:20 0.30 12:00 2.03 0.89 03:15 0.008 12:00 0.131 0.042 0.042 02/17/2018 22:40 1.03 14:25 2.05 1.44 01:25 0.22 14:25 1.63 0.61 23:15 0.006 14:25 0.106 0.026 0.026 02/18/2018 02:00 0.97 13:25 1.71 1.25 02:50 0.25 21:55 1.12 0.52 00:10 0.006 21:55 0.048 0.017 0.017 02/19/2018 23:55 1.10 15:00 1.98 1.54 23:15 0.39 13:10 1.88 0.91 23:15 0.011 13:10 0.096 0.042 0.042 02/20/2018 02:05 0.97 10:40 2.13 1.57 02:20 0.31 10:40 2.83 1.04 02:10 0.007 10:40 0.193 0.053 0.053 02/21/2018 05:05 0.92 14:35 2.17 1.60 01:45 0.37 12:00 2.05 1.03 05:05 0.008 14:45 0.134 0.052 0.052 02/22/2018 23:55 1.25 12:50 2.19 1.67 04:10 0.36 13:15 2.44 1.04 04:10 0.014 12:20 0.166 0.053 0.053 0.03 02/23/2018 01:45 1.14 12:40 2.15 1.55 05:25 0.33 12:50 1.90 0.88 04:15 0.011 12:50 0.124 0.042 0.042 0.02 02/24/2018 01:45 0.97 07:20 1.72 1.26 04:25 0.29 07:20 1.23 0.54 04:25 0.007 07:20 0.062 0.017 0.017 02/25/2018 06:25 0.98 09:30 1.67 1.25 05:00 0.38 18:00 1.11 0.53 01:50 0.010 09:30 0.052 0.017 0.017 02/26/2018 00:55 1.14 11:20 2.18 1.61 04:50 0.38 11:05 2.02 0.98 04:50 0.011 11:00 0.131 0.050 0.050 02/27/2018 00:30 1.05 12:40 2.39 1.61 05:50 0.40 08:45 3.06 1.06 03:55 0.011 12:40 0.223 0.055 0.055 0.55 02/28/2018 00:25 1.19 13:50 2.17 1.60 05:30 0.36 13:50 2.03 0.98 04:10 0.012 13:50 0.143 0.049 0.049 03/01/2018 04:55 1.12 09:10 2.22 1.61 03:20 0.35 09:05 3.06 0.99 05:05 0.011 09:05 0.216 0.051 0.051 03/02/2018 05:15 1.11 13:15 2.01 1.51 05:35 0.39 11:50 2.00 0.90 04:35 0.011 11:50 0.124 0.042 0.042 0.06 03/03/2018 04:20 0.97 09:00 1.80 1.26 04:50 0.32 09:05 1.65 0.57 04:50 0.007 09:05 0.076 0.019 0.019 1.04 03/04/2018 23:35 0.96 14:10 1.70 1.21 23:20 0.30 13:25 1.94 0.59 23:20 0.006 13:25 0.094 0.018 0.018 03/05/2018 01:20 0.96 11:25 2.14 1.55 01:35 0.30 10:35 1.90 0.94 01:35 0.006 10:35 0.126 0.047 0.047 03/06/2018 03:35 0.98 10:10 2.16 1.57 03:20 0.31 13:55 2.74 0.96 03:30 0.007 13:55 0.177 0.049 0.049 03/07/2018 05:25 1.07 13:50 2.31 1.57 04:05 0.35 13:25 2.43 0.97 04:40 0.009 13:25 0.161 0.049 0.049 03/08/2018 03:10 0.97 12:20 2.14 1.55 03:05 0.34 14:55 1.94 0.93 03:45 0.008 08:35 0.126 0.046 0.046 03/09/2018 03:40 0.97 09:00 2.28 1.51 03:15 0.33 12:55 2.71 0.92 03:40 0.007 12:45 0.197 0.045 0.045 03/10/2018 03:30 0.99 18:30 1.50 1.28 02:15 0.31 15:05 1.56 0.55 03:30 0.007 15:05 0.056 0.019 0.019 0.91 03/11/2018 05:25 1.12 15:05 1.49 1.26 04:35 0.37 15:35 1.03 0.55 04:35 0.010 15:35 0.042 0.017 0.017 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 31A-12, Pipe Height: 15.25 in, Silt: 0.00 in Page 35 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 01:05 1.12 10:05 2.17 1.63 03:05 0.39 10:20 2.76 1.01 01:05 0.011 10:20 0.186 0.053 0.053 0.32 03/13/2018 02:30 1.12 10:45 2.27 1.63 04:30 0.33 12:30 2.83 0.96 02:30 0.010 12:30 0.197 0.051 0.051 0.07 03/14/2018 03:05 1.26 13:35 2.26 1.66 02:10 0.41 12:50 2.61 1.02 03:15 0.014 11:20 0.177 0.054 0.054 0.11 03/15/2018 02:30 1.15 11:15 2.16 1.63 02:50 0.38 10:05 2.46 0.97 02:50 0.011 10:05 0.136 0.050 0.050 0.46 03/16/2018 02:20 1.14 13:25 2.03 1.56 02:45 0.35 10:55 1.84 0.93 01:55 0.010 10:55 0.111 0.045 0.045 0.05 03/17/2018 03:00 1.20 04:25 2.34 1.43 02:55 0.40 04:30 2.66 0.68 03:25 0.012 04:30 0.163 0.027 0.027 0.35 03/18/2018 23:30 1.23 13:00 1.77 1.37 03:05 0.41 09:45 1.17 0.60 23:10 0.014 13:00 0.060 0.022 0.022 03/19/2018 02:35 1.18 09:45 2.25 1.64 01:35 0.40 09:35 2.72 1.03 02:20 0.012 09:45 0.181 0.054 0.054 03/20/2018 04:05 1.16 13:15 2.25 1.62 05:15 0.43 13:15 2.07 0.97 04:05 0.013 13:15 0.153 0.049 0.049 03/21/2018 01:50 1.16 13:20 2.17 1.62 05:20 0.40 12:35 2.63 1.04 03:55 0.012 13:20 0.183 0.053 0.053 03/22/2018 04:15 1.29 14:20 2.13 1.64 03:25 0.43 14:25 2.65 1.00 03:25 0.015 14:25 0.164 0.051 0.051 0.16 03/23/2018 02:25 1.22 11:15 2.14 1.67 01:20 0.40 16:35 2.38 1.04 03:20 0.012 14:15 0.144 0.054 0.054 0.06 03/24/2018 23:20 1.21 10:25 1.86 1.45 20:05 0.43 13:15 0.98 0.62 21:20 0.014 10:25 0.047 0.024 0.024 03/25/2018 10:35 1.12 15:25 1.47 1.26 04:45 0.38 14:30 1.34 0.54 05:45 0.011 14:30 0.053 0.017 0.017 03/26/2018 23:00 1.14 09:25 2.25 1.63 02:55 0.40 09:25 2.22 0.99 02:55 0.013 09:25 0.165 0.051 0.051 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.49 0.87 2.491 0.041 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 36 of 54 Site Commentary Site Information 48D-16 Pipe Dimensions 11.63 " Silt Level 0.00" Overview Site 48D-16 functioned under normal conditions during the period Thursday, January 25, 2018 to Monday, March 26, 2018 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 25, 2018 to Monday, March 26, 2018 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. As a result, the values may differ from those contained in the excel file which are 15-minute averaged data. In regards to depth, this site flows at 14% full at its recorded peak of 1.64 inches and approximately 9% full during its recorded average depth of 1.09 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.09 4.26 0.107 Minimum 0.56 1.44 0.014 Maximum 1.64 7.53 0.313 Time of Minimum 3/25/2018 3:55 AM 3/1/2018 2:35 AM 3/26/2018 2:20 AM Time of Maximum 1/27/2018 10:05 AM 3/11/2018 10:10 AM 3/11/2018 10:10 AM Data Quality Data uptime observed during the Thursday, January 25, 2018 to the Monday, March 26, 2018 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 37 of 54 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 Page 38 of 54 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential x Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? x Carlsbad_2018 Carlsbad, CA 01/23/18 JG 48D-16 1811-1875 Arenal Rd X Monitor S/N:21488 48D-16 N/A 11.63" 11.88" 180" Lined PVC / Good 01/23/18 @ 0730 1.25 0.25 8.7 0.00 Standard installation CS4 (Ultrasonic Depth/ Velocity/ Pressure) No Evidence of Surcharge 1 ADS Site Location 11.63" x 11.88"48D-16 Site Map NAccess Map N Planar NCross Section Drive Fast flow around 80 degree bend Monitor Series:FS 180.00"Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI Flow Dir. Good N/A Page 39 of 54 Page 40 of 54 Page 41 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 03:20 0.67 07:50 1.52 1.11 04:55 2.29 07:50 7.52 4.86 03:20 0.028 07:50 0.282 0.124 0.124 01/26/2018 04:00 0.68 08:20 1.51 1.11 03:50 1.96 08:10 7.22 4.44 04:00 0.023 08:20 0.266 0.114 0.114 01/27/2018 03:30 0.70 10:05 1.64 1.12 01:30 2.17 10:05 7.33 4.51 04:50 0.027 10:05 0.307 0.120 0.120 01/28/2018 03:30 0.68 18:25 1.64 1.13 05:05 1.84 18:25 7.35 4.44 03:50 0.024 18:25 0.308 0.120 0.120 01/29/2018 01:25 0.68 07:25 1.47 1.12 03:40 2.04 18:20 6.85 4.37 03:40 0.025 07:25 0.241 0.113 0.113 01/30/2018 04:05 0.66 07:35 1.52 1.11 03:25 1.90 18:35 6.69 4.32 04:05 0.022 07:35 0.248 0.112 0.112 01/31/2018 02:05 0.73 07:40 1.44 1.10 03:10 1.94 18:25 6.99 4.30 03:10 0.027 07:40 0.222 0.108 0.108 02/01/2018 04:00 0.69 07:30 1.49 1.10 02:05 1.95 19:00 6.96 4.35 04:00 0.025 19:00 0.246 0.112 0.112 02/02/2018 02:45 0.66 07:30 1.49 1.10 03:40 1.69 08:00 7.18 4.33 03:40 0.019 07:30 0.247 0.111 0.111 02/03/2018 04:50 0.70 09:55 1.57 1.12 03:50 1.92 10:25 7.18 4.36 04:50 0.024 09:55 0.261 0.116 0.116 02/04/2018 04:40 0.64 09:45 1.56 1.10 04:15 1.89 10:30 6.91 4.25 03:40 0.022 09:45 0.267 0.112 0.112 02/05/2018 01:30 0.68 07:55 1.46 1.10 02:30 1.73 07:30 6.97 4.25 01:30 0.021 07:35 0.235 0.109 0.109 02/06/2018 02:15 0.65 08:05 1.44 1.09 02:25 1.67 08:40 7.03 4.07 02:25 0.018 08:40 0.229 0.103 0.103 02/07/2018 04:05 0.69 07:25 1.48 1.10 04:05 1.66 08:05 6.87 4.12 04:05 0.019 07:25 0.232 0.105 0.105 02/08/2018 04:05 0.66 18:30 1.50 1.11 04:00 1.68 10:20 7.18 4.04 04:05 0.019 10:20 0.249 0.105 0.105 02/09/2018 04:05 0.61 07:00 1.45 1.09 03:00 1.56 07:00 6.88 3.95 04:05 0.017 07:00 0.241 0.099 0.099 02/10/2018 04:25 0.66 12:10 1.51 1.10 02:00 1.63 12:15 6.87 4.05 02:05 0.021 12:10 0.245 0.106 0.106 02/11/2018 04:05 0.67 11:25 1.52 1.11 02:10 1.63 11:25 7.08 4.17 02:10 0.020 11:25 0.266 0.111 0.111 02/12/2018 03:55 0.68 07:40 1.49 1.10 02:15 2.03 06:50 6.39 3.95 03:00 0.025 07:35 0.217 0.100 0.100 02/13/2018 01:55 0.65 07:30 1.53 1.09 04:05 1.62 07:35 6.83 4.02 04:05 0.019 07:30 0.250 0.102 0.102 02/14/2018 03:35 0.70 07:35 1.49 1.10 02:20 1.99 20:35 6.64 3.98 02:10 0.025 07:10 0.228 0.100 0.100 02/15/2018 03:50 0.67 06:50 1.44 1.10 04:15 1.77 06:50 6.80 4.06 03:35 0.022 06:50 0.236 0.104 0.104 02/16/2018 03:55 0.71 09:50 1.50 1.11 01:30 1.86 09:50 7.03 4.06 03:55 0.025 09:50 0.259 0.105 0.105 02/17/2018 04:40 0.65 10:30 1.49 1.10 04:15 1.75 11:20 7.05 3.96 04:40 0.019 10:55 0.243 0.102 0.102 02/18/2018 03:15 0.73 10:35 1.57 1.10 01:50 1.94 08:20 6.90 3.94 01:50 0.026 10:20 0.255 0.102 0.102 02/19/2018 03:10 0.67 10:20 1.47 1.10 03:30 1.75 09:45 6.85 4.06 03:10 0.020 10:55 0.227 0.104 0.104 02/20/2018 02:25 0.67 07:55 1.47 1.10 02:25 1.75 07:00 6.75 4.09 02:25 0.020 07:00 0.232 0.104 0.104 02/21/2018 02:35 0.61 07:40 1.53 1.09 02:55 1.60 08:00 7.10 4.02 02:35 0.017 07:40 0.264 0.102 0.102 02/22/2018 03:20 0.65 07:20 1.45 1.09 04:05 1.61 06:50 6.92 4.02 04:05 0.018 07:20 0.229 0.100 0.100 0.03 02/23/2018 02:20 0.65 07:40 1.55 1.08 02:20 1.66 07:45 6.67 3.96 02:20 0.018 07:40 0.256 0.098 0.098 0.02 02/24/2018 04:35 0.65 08:30 1.46 1.09 02:50 1.74 11:50 7.03 4.16 03:00 0.021 10:20 0.245 0.106 0.106 02/25/2018 04:40 0.67 09:50 1.47 1.09 05:00 1.66 13:20 6.82 4.24 04:40 0.019 19:15 0.239 0.109 0.109 02/26/2018 02:15 0.67 07:20 1.51 1.07 03:15 1.56 07:35 7.41 4.16 03:15 0.018 07:20 0.261 0.103 0.103 02/27/2018 00:10 0.69 07:25 1.46 1.08 04:20 1.97 07:25 7.23 4.21 03:25 0.025 07:25 0.256 0.104 0.104 0.55 02/28/2018 02:55 0.65 07:30 1.51 1.07 02:55 1.77 07:30 7.20 4.24 02:55 0.019 07:30 0.267 0.105 0.105 03/01/2018 04:00 0.63 06:55 1.50 1.07 02:35 1.44 06:50 7.11 4.21 02:35 0.018 06:55 0.249 0.105 0.105 03/02/2018 03:00 0.66 07:30 1.48 1.07 04:40 1.80 09:35 6.95 4.18 04:40 0.022 07:30 0.248 0.103 0.103 0.06 03/03/2018 04:25 0.66 09:55 1.47 1.11 04:30 1.74 10:40 7.19 4.38 04:25 0.019 10:40 0.249 0.114 0.114 1.04 03/04/2018 03:40 0.67 10:15 1.54 1.10 03:40 1.81 08:05 6.81 4.32 03:40 0.020 10:15 0.258 0.112 0.112 03/05/2018 03:10 0.67 07:45 1.53 1.08 03:10 1.74 08:20 7.03 4.21 03:10 0.020 07:45 0.250 0.105 0.105 03/06/2018 03:10 0.64 19:40 1.48 1.06 04:10 1.73 06:45 6.92 4.35 03:10 0.020 19:40 0.238 0.106 0.106 03/07/2018 04:40 0.65 06:55 1.51 1.07 01:25 1.67 06:55 7.06 4.39 03:30 0.021 06:55 0.262 0.108 0.108 03/08/2018 02:45 0.66 07:15 1.49 1.07 03:30 1.79 08:00 7.20 4.45 03:30 0.021 06:50 0.258 0.109 0.109 03/09/2018 02:25 0.65 07:10 1.46 1.06 02:30 1.66 07:10 7.08 4.41 02:25 0.018 07:10 0.250 0.107 0.107 03/10/2018 04:25 0.62 11:10 1.51 1.09 04:45 1.80 13:25 7.40 4.50 04:45 0.019 11:10 0.267 0.115 0.115 0.91 03/11/2018 03:00 0.69 10:10 1.63 1.10 03:05 1.89 10:10 7.53 4.49 03:05 0.025 10:10 0.313 0.118 0.118 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 48D-16, Pipe Height: 11.63 in, Silt: 0.00 in Page 42 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 03:35 0.67 19:10 1.47 1.07 02:50 1.89 19:30 7.06 4.35 03:35 0.022 19:10 0.245 0.107 0.107 0.32 03/13/2018 02:15 0.68 19:50 1.44 1.06 01:45 1.77 06:25 6.97 4.28 01:45 0.021 19:50 0.217 0.103 0.103 0.07 03/14/2018 01:45 0.68 06:45 1.42 1.07 02:20 1.79 06:50 7.30 4.38 02:00 0.022 06:50 0.218 0.106 0.106 0.11 03/15/2018 03:10 0.61 07:35 1.42 1.05 02:45 1.55 07:55 6.98 4.18 02:45 0.017 07:40 0.230 0.100 0.100 0.46 03/16/2018 02:40 0.60 07:35 1.47 1.05 02:45 1.64 16:55 7.05 4.27 02:45 0.016 07:30 0.224 0.102 0.102 0.05 03/17/2018 02:30 0.67 08:55 1.51 1.09 02:40 1.79 11:15 7.32 4.51 02:40 0.021 11:15 0.259 0.115 0.115 0.35 03/18/2018 02:50 0.67 10:30 1.46 1.08 03:00 1.87 09:35 7.01 4.44 03:00 0.021 09:35 0.245 0.112 0.112 03/19/2018 03:00 0.64 20:00 1.44 1.08 04:10 1.92 07:20 6.86 4.50 02:30 0.021 20:00 0.236 0.111 0.111 03/20/2018 03:00 0.66 07:45 1.40 1.07 01:50 1.92 07:55 6.97 4.45 03:00 0.024 19:25 0.221 0.109 0.109 03/21/2018 03:30 0.63 07:25 1.45 1.06 03:25 1.75 07:40 6.97 4.55 03:30 0.019 07:25 0.240 0.111 0.111 03/22/2018 03:15 0.64 19:20 1.39 1.06 03:20 1.66 11:40 7.14 4.51 03:20 0.018 14:35 0.218 0.109 0.109 0.16 03/23/2018 02:25 0.65 08:10 1.58 1.05 03:45 1.95 10:55 7.27 4.41 02:25 0.023 08:10 0.271 0.105 0.105 0.06 03/24/2018 04:55 0.61 09:35 1.44 1.02 04:30 1.82 09:10 7.10 4.36 05:05 0.020 09:10 0.229 0.100 0.100 03/25/2018 03:55 0.56 10:10 1.49 1.02 04:55 1.57 10:10 7.25 4.38 04:00 0.018 10:10 0.264 0.103 0.103 03/26/2018 01:50 0.58 07:00 1.38 1.00 02:20 1.51 20:05 7.15 4.21 02:20 0.014 19:50 0.223 0.095 0.095 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.09 4.26 6.539 0.107 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 43 of 54 Site Commentary Site Information 5B-24 Pipe Dimensions 10.38 " Silt Level 0.00" Overview Site 5B-24 functioned under normal conditions during the period Thursday, January 25, 2018 to Monday, March 26, 2018 . No surcharge conditions were experienced at this location. Review of the scattergraph shows that flow in this line remained free- flowing throughout the study period. Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted to date and support the relative accuracy of the flow monitor at this location. Observations Average flow depth, velocity, and quantity data observed during Thursday, January 25, 2018 to Monday, March 26, 2018 , along with observed minimum and maximum data, are provided in the following table. The minimum and maximum rates recorded in the table are based on 5-minute data intervals. As a result, the values may differ from those contained in the excel file which are 15-minute averaged data. In regards to depth, this site flows at 17% full at its recorded peak of 1.79 inches and approximately 11% full during its recorded average depth of 1.09 inches. Observed Flow Conditions Item Depth (in) Velocity (ft/s) Quantity (MGD) Average 1.09 2.15 0.049 Minimum 0.45 0.83 0.006 Maximum 1.79 3.49 0.140 Time of Minimum 3/25/2018 4:30 AM 2/11/2018 5:20 AM 2/25/2018 5:10 AM Time of Maximum 2/25/2018 10:15 AM 3/22/2018 7:45 AM 3/22/2018 7:45 AM Data Quality Data uptime observed during the Thursday, January 25, 2018 to the Monday, March 26, 2018 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period. Page 44 of 54 Page 45 of 54 Percent Uptime Depth (in)100 Velocity (ft/s)100 Quantity (MGD)100 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential x Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? x Carlsbad_2018 Carlsbad, CA 01/23/18 JG 5B-24 2525 El Camino Road X Monitor S/N:20856 5B-24 N/A 10.38" 10.38" 360" Precast VCP / Good 01/23/18 @1100 1.25 0.25 2.7 0.00 Standard installation CS4 (Ultrasonic Depth/ Velocity/ Pressure) No Evidence of Surcharge 1 ADS Site Location 10.38" x 10.38"5B-24 Site Map NAccess Map N Planar NCross Section Drive Smooth flow straight into manhole Monitor Series:FS 360.00"Sensor Location N/A N/A N/A N/A N/A N/A DNI DNI Flow Dir. Good N/A Page 46 of 54 Page 47 of 54 Page 48 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 04:05 0.47 07:50 1.54 1.04 04:00 0.90 15:50 2.92 2.08 04:00 0.006 07:10 0.088 0.045 0.045 01/26/2018 04:45 0.52 09:05 1.54 1.08 04:45 1.17 09:25 2.95 2.15 04:45 0.008 09:25 0.093 0.049 0.049 01/27/2018 04:40 0.61 09:50 1.66 1.14 05:10 1.16 18:40 2.86 2.18 05:10 0.011 09:10 0.105 0.054 0.054 01/28/2018 03:55 0.66 09:15 1.71 1.19 02:30 1.18 10:20 3.13 2.30 03:55 0.014 09:15 0.128 0.061 0.061 01/29/2018 04:15 0.62 07:15 1.70 1.16 04:15 1.18 07:30 3.06 2.26 04:15 0.011 07:40 0.116 0.056 0.056 01/30/2018 04:35 0.57 07:20 1.60 1.09 04:35 1.04 08:15 2.93 2.13 04:35 0.009 08:15 0.104 0.049 0.049 01/31/2018 04:10 0.65 07:20 1.64 1.13 03:30 1.28 07:15 2.98 2.20 03:30 0.013 07:15 0.112 0.052 0.052 02/01/2018 04:50 0.52 07:40 1.65 1.09 04:50 0.94 17:50 2.99 2.14 04:50 0.007 07:45 0.105 0.049 0.049 02/02/2018 04:35 0.61 07:20 1.56 1.06 02:35 1.26 07:00 2.82 2.08 02:35 0.012 07:45 0.092 0.045 0.045 02/03/2018 02:40 0.50 08:55 1.66 1.08 03:00 1.00 07:45 3.14 2.09 03:15 0.007 09:20 0.113 0.049 0.049 02/04/2018 04:10 0.61 09:35 1.63 1.11 03:40 1.20 21:35 3.21 2.14 04:45 0.012 10:20 0.113 0.052 0.052 02/05/2018 04:40 0.49 19:40 1.56 1.07 04:35 0.90 09:55 2.90 2.12 04:35 0.006 19:40 0.102 0.048 0.048 02/06/2018 02:45 0.52 19:50 1.48 1.05 02:40 0.99 07:45 2.92 2.13 02:40 0.007 07:45 0.094 0.047 0.047 02/07/2018 04:15 0.52 07:45 1.48 1.01 04:35 0.98 09:25 2.73 2.05 04:35 0.007 07:45 0.083 0.043 0.043 02/08/2018 03:30 0.49 07:10 1.58 1.03 04:00 0.99 12:50 2.82 2.06 04:00 0.007 07:10 0.103 0.044 0.044 02/09/2018 04:40 0.59 07:10 1.53 1.04 04:05 1.31 07:10 2.75 2.10 04:40 0.011 07:10 0.095 0.045 0.045 02/10/2018 05:25 0.56 11:10 1.60 1.07 03:55 0.97 16:05 3.07 2.11 03:55 0.008 11:05 0.101 0.048 0.048 02/11/2018 05:15 0.51 09:15 1.71 1.11 05:20 0.83 18:15 2.92 2.10 05:15 0.006 10:00 0.108 0.052 0.052 02/12/2018 04:10 0.50 07:10 1.53 1.06 04:05 0.87 07:15 2.78 2.08 04:05 0.006 07:15 0.095 0.046 0.046 02/13/2018 04:25 0.51 19:30 1.57 1.03 03:35 1.00 19:35 2.87 2.03 04:20 0.007 19:30 0.097 0.043 0.043 02/14/2018 04:30 0.54 07:10 1.57 1.02 04:45 1.12 07:10 2.88 2.04 04:30 0.009 07:10 0.104 0.042 0.042 02/15/2018 04:30 0.51 08:05 1.62 0.99 04:45 0.97 09:40 2.74 1.99 04:10 0.007 08:05 0.101 0.040 0.040 02/16/2018 04:20 0.50 07:15 1.50 1.01 04:20 1.19 08:10 2.63 1.99 04:20 0.008 08:10 0.087 0.041 0.041 02/17/2018 05:35 0.47 09:05 1.64 1.04 05:30 1.03 09:10 3.01 2.02 05:30 0.007 10:10 0.108 0.044 0.044 02/18/2018 03:50 0.48 10:10 1.64 1.06 04:30 0.99 09:20 3.46 2.09 04:30 0.006 10:15 0.123 0.048 0.048 02/19/2018 04:35 0.54 10:20 1.63 1.13 04:35 0.97 11:45 2.80 2.16 04:35 0.007 09:10 0.101 0.053 0.053 02/20/2018 04:10 0.55 19:55 1.67 1.09 04:10 0.94 19:15 2.91 2.09 04:10 0.007 07:10 0.110 0.048 0.048 02/21/2018 04:05 0.59 07:20 1.65 1.12 04:05 1.06 19:45 2.85 2.13 04:05 0.009 19:45 0.108 0.051 0.051 02/22/2018 04:40 0.62 07:35 1.72 1.13 02:25 1.14 09:35 3.14 2.18 04:40 0.012 07:35 0.109 0.053 0.053 0.03 02/23/2018 04:25 0.61 07:55 1.65 1.11 01:40 1.22 07:15 3.01 2.18 01:40 0.012 07:50 0.111 0.051 0.051 0.02 02/24/2018 05:15 0.62 10:45 1.69 1.12 04:45 1.22 08:20 3.03 2.20 05:15 0.012 10:45 0.118 0.053 0.053 02/25/2018 05:05 0.48 10:15 1.79 1.12 05:10 0.87 09:20 3.20 2.24 05:10 0.006 09:40 0.121 0.057 0.057 02/26/2018 04:15 0.51 07:25 1.60 1.09 04:20 1.07 17:45 2.96 2.23 04:20 0.008 07:25 0.110 0.051 0.051 02/27/2018 04:35 0.61 07:40 1.61 1.09 04:35 1.29 08:10 2.91 2.24 04:35 0.012 07:45 0.104 0.051 0.051 0.55 02/28/2018 03:15 0.53 07:20 1.59 1.05 04:20 1.10 07:20 2.96 2.13 04:20 0.009 07:20 0.109 0.046 0.046 03/01/2018 04:25 0.52 07:35 1.62 1.05 04:30 1.07 07:50 2.80 2.15 04:30 0.008 07:40 0.093 0.046 0.046 03/02/2018 03:30 0.60 06:50 1.62 1.07 03:30 1.39 06:55 3.05 2.22 03:30 0.012 06:55 0.112 0.049 0.049 0.06 03/03/2018 04:30 0.57 12:05 1.65 1.11 04:40 1.25 08:55 3.10 2.25 04:30 0.011 08:55 0.114 0.053 0.053 1.04 03/04/2018 04:30 0.47 08:40 1.68 1.10 04:30 0.91 11:10 3.00 2.17 04:30 0.006 08:40 0.110 0.052 0.052 03/05/2018 03:00 0.52 07:30 1.62 1.05 04:35 1.12 07:10 2.84 2.09 04:30 0.008 07:10 0.100 0.046 0.046 03/06/2018 04:25 0.49 07:10 1.62 1.06 04:30 1.00 08:00 3.11 2.11 04:30 0.007 07:10 0.110 0.047 0.047 03/07/2018 03:30 0.62 07:25 1.65 1.10 02:35 1.07 07:05 2.94 2.20 02:35 0.011 07:45 0.106 0.051 0.051 03/08/2018 03:45 0.49 07:10 1.62 1.09 04:15 1.03 06:55 3.29 2.15 03:45 0.007 06:55 0.120 0.050 0.050 03/09/2018 04:05 0.52 07:25 1.64 1.10 04:10 0.95 07:40 3.33 2.13 04:10 0.007 07:40 0.117 0.050 0.050 03/10/2018 05:15 0.55 09:25 1.65 1.14 05:20 1.08 18:45 3.31 2.20 05:15 0.009 09:25 0.120 0.055 0.055 0.91 03/11/2018 04:40 0.59 09:15 1.64 1.15 04:40 1.22 09:10 2.96 2.23 04:40 0.010 19:20 0.107 0.056 0.056 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 5B-24, Pipe Height: 10.38 in, Silt: 0.00 in Page 49 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 03:05 0.52 19:15 1.52 1.08 03:00 1.12 19:05 3.01 2.20 03:00 0.009 19:15 0.093 0.049 0.049 0.32 03/13/2018 02:10 0.58 19:35 1.50 1.06 02:55 1.23 06:50 3.28 2.16 01:20 0.011 06:50 0.107 0.047 0.047 0.07 03/14/2018 01:50 0.57 08:55 1.55 1.07 01:50 1.31 21:05 2.84 2.16 01:50 0.011 21:05 0.098 0.048 0.048 0.11 03/15/2018 04:15 0.52 08:55 1.51 1.05 04:15 1.13 07:40 2.79 2.15 04:15 0.008 07:40 0.091 0.046 0.046 0.46 03/16/2018 03:40 0.54 07:45 1.55 1.06 03:40 1.03 07:30 2.94 2.13 03:40 0.008 07:30 0.104 0.047 0.047 0.05 03/17/2018 02:55 0.57 10:40 1.67 1.15 02:45 1.10 10:45 3.15 2.26 03:10 0.010 10:45 0.119 0.056 0.056 0.35 03/18/2018 05:30 0.55 10:00 1.73 1.13 05:40 1.12 10:55 3.09 2.21 05:30 0.009 10:00 0.121 0.055 0.055 03/19/2018 04:50 0.58 08:05 1.63 1.10 03:05 1.15 08:10 3.29 2.19 03:05 0.010 08:05 0.126 0.052 0.052 03/20/2018 04:15 0.53 08:05 1.63 1.08 04:35 1.02 08:05 3.05 2.14 04:35 0.008 08:05 0.116 0.049 0.049 03/21/2018 02:10 0.60 07:00 1.62 1.09 02:50 1.20 07:00 3.23 2.16 02:10 0.011 07:00 0.122 0.050 0.050 03/22/2018 04:05 0.60 07:45 1.69 1.12 04:35 1.26 07:45 3.49 2.24 04:05 0.011 07:45 0.140 0.054 0.054 0.16 03/23/2018 04:00 0.60 07:25 1.63 1.13 03:15 1.26 07:30 3.41 2.21 03:15 0.012 07:30 0.125 0.053 0.053 0.06 03/24/2018 03:45 0.61 09:00 1.68 1.12 03:50 1.24 10:50 3.32 2.21 03:50 0.012 10:50 0.118 0.053 0.053 03/25/2018 04:30 0.45 11:15 1.64 1.10 05:00 1.04 10:40 3.11 2.18 05:00 0.006 10:40 0.111 0.052 0.052 03/26/2018 04:15 0.56 08:00 1.52 1.04 04:15 1.11 07:00 3.29 2.08 04:15 0.009 07:00 0.104 0.046 0.046 Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Avg Total 1.09 2.15 3.019 0.049 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 50 of 54 Site Commentary Overview RAINGAUGE Total Rainfall 4.20 " Location RAINGAUGE monitored rainfall during the period Thursday, January 25, 2018 through Monday, March 26, 2018. Page 51 of 54 ADS Site Report Quality Form FM Initials:Project Name:City / State: QF 675007 Rev A0 Effective Date 09/09/2003 Uncontrolled Copy Manhole Information:Investigation Information: Other Information: Additional Site Information / Comments: Date Installed: Site Name: Address / Location: Access: Manhole #: Map Page #: Pipe Height: Pipe Width: IP Address: Type of System: Sanitary Storm Combined Site Hydraulics: Date/Time of Investigation: Upstream Input: (L/S,P/S) Upstream Manhole: Downstream Manhole: Depth of Flow (Wet Dof): Range (Air Dof): Peak Velocity: Silt: Manhole Depth: Manhole Material / Condition: Distance From Manhole: Road Cut Length: Mini System Character: Access Pole #: Telephone Information: Trench Length: Pipe Material / Condition: +/- +/- Fps Inches Inches Feet Feet Feet OtherIndustrialCommercialResidential Installation Information Sensors/ Devices: Installation Type: Surcharge Height: Rain Gauge Zone: Feet Backup Trunk Other WWTP Lift/ Pump Station DistanceNoYes? Crestline Temp 2018 Crestline, CA 01/24/2018 JG RAINGAUGE 2229 Cannon Road X Monitor S/N:N/A N/A N/A N/A N/A N/A N/A N/A 01/24/18 @ 1030 N/A 0.25 N/A 0.00 Standard installation Rain Gauge ADS Site Location RAINGAUGE Site Map NAccess Map N Planar NCross Section Drive Rain Gauge Monitor Series:FS N/A N/A N/A N/A N/A N/A DNI DNI N/A N/A Page 52 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 01/25/2018 01/26/2018 01/27/2018 01/28/2018 01/29/2018 01/30/2018 01/31/2018 02/01/2018 02/02/2018 02/03/2018 02/04/2018 02/05/2018 02/06/2018 02/07/2018 02/08/2018 02/09/2018 02/10/2018 02/11/2018 02/12/2018 02/13/2018 02/14/2018 02/15/2018 02/16/2018 02/17/2018 02/18/2018 02/19/2018 02/20/2018 02/21/2018 02/22/2018 0.03 02/23/2018 0.02 02/24/2018 02/25/2018 02/26/2018 02/27/2018 0.55 02/28/2018 03/01/2018 03/02/2018 0.06 03/03/2018 1.04 03/04/2018 03/05/2018 03/06/2018 03/07/2018 03/08/2018 03/09/2018 03/10/2018 0.91 03/11/2018 0.01 Daily Tabular Report Daily Tabular Report For The Period 01/25/2018 00:00 - 03/26/2018 23:59 RAINGAUGE , Silt: -- Page 53 of 54 Date Depth (in) Velocity (ft/s) Quantity (MGD - Total MG) Rain (in) Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 03/12/2018 0.32 03/13/2018 0.07 03/14/2018 0.11 03/15/2018 0.46 03/16/2018 0.05 03/17/2018 0.35 03/18/2018 03/19/2018 03/20/2018 03/21/2018 03/22/2018 0.16 03/23/2018 0.06 03/24/2018 03/25/2018 03/26/2018 Rain (in) Avg Total 4.20 Report Summary For The Period 01/25/2018 00:00 - 03/26/2018 23:59 Page 54 of 54 Sewer Master Plan Update City of Carlsbad June 2019 Appendix C. Hydraulic Model Data Sewer Master Plan Update City of Carlsbad June 2019 Appendix C-1. Encina Wastewater Authority Flow Meter Data Reports Agenda Item No. 8 Ref: Admin. 17-12869 Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista *6.23 0.032 10.67 4.41 58% 59% Carlsbad 5.81 1.192 10.26 3.25 57% 68% Buena*1.77 0.015 3.00 1.22 59% 59% Vallecitos*3.48 -0.034 7.67 4.23 45% 45% Leucadia 3.71 0.036 7.11 3.36 52% 53% Encinitas 0.97 0.140 1.80 0.69 54%62% Total 21.97 1.38 40.51 17.16 54% 58% Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista*6.23 0.032 10.67 4.41 58% 59% Carlsbad 5.81 1.192 10.26 3.25 57% 68% Buena (d)*1.77 0.015 3.00 1.22 59% 59% Vallecitos (d)*6.18 -0.034 10.47 4.32 59% 59% Leucadia (d)3.71 0.036 7.11 3.36 52% 53% Encinitas 0.97 0.140 1.80 0.69 54%62% Total 24.67 1.38 43.31 17.26 57% 60% Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista*6.23 0.032 10.67 4.41 58% 59% Carlsbad (f)4.18 1.192 10.26 4.89 41% 52% Buena (e) *1.77 0.015 3.00 1.22 59% 59% Vallecitos (e) *3.48 -0.034 10.47 7.03 33% 33% Leucadia (f)3.60 0.036 7.11 3.47 51% 51% Encinitas 0.97 0.140 1.80 0.69 54%62% Total 20.23 1.38 43.31 21.70 47% 50% All units are in Million Gallons Per Day (MGD) unless specified otherwise. (a) Available capacity = (Member Agency Phase V Projected Capacity) - (Current + Committed Flows) (b) % Capacity Used = Current Flow / Member Agency Phase V Projected Capacity (c) % Capacity Used and Committed = (Current Flow + Committed) / Member Agency Phase V Projected Capacity (d) To determine the total solids flow, the plant influent from the reclamation facilities is added to the raw wastewater flow. (e) To determine the total outfall flow, the reclamation failsafe line flow is added to the raw wastewater flow. (f) To determine LWD and CARLSBAD Outfall Flow, the corresponding recycled flow is subtracted from influent flows. * Arbor Ranch Flows and Rancho Santalina Flows are subtracted from Vista and Buena and are added to Vallecitos OUTFALL - FLOW ENCINA WATER POLLUTION CONTROL FACILITIES CAPACITY MANAGEMENT REPORT December 2017 TREATMENT PLANT - LIQUID TREATMENT PLANT - SOLIDS Agenda Item No. 8 Ref: Admin. 17-12869 Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista *6.27 0.023 10.67 4.38 59% 59% Carlsbad 5.85 1.145 10.26 3.26 57% 68% Buena*1.78 0.015 3.00 1.20 59% 60% Vallecitos*3.53 -0.029 7.67 4.17 46% 46% Leucadia 3.81 0.028 7.11 3.27 54% 54% Encinitas 0.97 0.139 1.80 0.69 54%62% Total 22.21 1.32 40.51 16.98 55% 58% Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista*6.27 0.023 10.67 4.38 59% 59% Carlsbad 5.85 1.145 10.26 3.26 57% 68% Buena (d)*1.78 0.015 3.00 1.20 59% 60% Vallecitos (d)*6.25 -0.029 10.47 4.25 60% 59% Leucadia (d)3.81 0.028 7.11 3.27 54% 54% Encinitas 0.97 0.139 1.80 0.69 54%62% Total 24.94 1.32 43.31 17.05 58% 61% Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista*6.27 0.023 10.67 4.38 59% 59% Carlsbad (f)4.01 1.145 10.26 5.11 39% 50% Buena (e) *1.78 0.015 3.00 1.20 59% 60% Vallecitos (e) *3.53 -0.029 10.47 6.97 34% 33% Leucadia (f)3.59 0.028 7.11 3.49 50% 51% Encinitas 0.97 0.139 1.80 0.69 54%62% Total 20.14 1.32 43.31 21.85 47% 50% All units are in Million Gallons Per Day (MGD) unless specified otherwise. (a) Available capacity = (Member Agency Phase V Projected Capacity) - (Current + Committed Flows) (b) % Capacity Used = Current Flow / Member Agency Phase V Projected Capacity (c) % Capacity Used and Committed = (Current Flow + Committed) / Member Agency Phase V Projected Capacity (d) To determine the total solids flow, the plant influent from the reclamation facilities is added to the raw wastewater flow. (e) To determine the total outfall flow, the reclamation failsafe line flow is added to the raw wastewater flow. (f) To determine LWD and CARLSBAD Outfall Flow, the corresponding recycled flow is subtracted from influent flows. * Arbor Ranch Flows and Rancho Santalina Flows are subtracted from Vista and Buena and are added to Vallecitos OUTFALL - FLOW ENCINA WATER POLLUTION CONTROL FACILITIES CAPACITY MANAGEMENT REPORT November 2017 TREATMENT PLANT - LIQUID TREATMENT PLANT - SOLIDS Agenda Item No. 8 Ref: Admin. 17-12869 Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista *5.94 0.014 10.67 4.72 56% 56% Carlsbad 6.23 1.121 10.26 2.91 61% 72% Buena*1.79 0.015 3.00 1.19 60% 60% Vallecitos*2.99 -0.036 7.67 4.71 39% 39% Leucadia 3.67 0.028 7.11 3.41 52% 52% Encinitas 0.95 0.139 1.80 0.71 53%60% Total 21.57 1.28 40.51 17.66 53% 56% Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista*5.94 0.014 10.67 4.72 56% 56% Carlsbad 6.23 1.121 10.26 2.91 61% 72% Buena (d)*1.79 0.015 3.00 1.19 60% 60% Vallecitos (d)*6.13 -0.036 10.47 4.38 59% 58% Leucadia (d)3.67 0.028 7.11 3.41 52% 52% Encinitas 0.95 0.139 1.80 0.71 53%60% Total 24.71 1.28 43.31 17.32 57% 60% Phase V % of Capacity Member Current Projected Available % of Capacity Used and Agency Flow Committed Capacity Capacity (a)Used (b)Committed (c) Vista*5.94 0.014 10.67 4.72 56% 56% Carlsbad (f)3.91 1.121 10.26 5.23 38% 49% Buena (e) *1.79 0.015 3.00 1.19 60% 60% Vallecitos (e) *2.99 -0.036 10.47 7.51 29% 28% Leucadia (f)3.28 0.028 7.11 3.81 46% 46% Encinitas 0.95 0.139 1.80 0.71 53%60% Total 18.85 1.28 43.31 23.18 44% 46% All units are in Million Gallons Per Day (MGD) unless specified otherwise. (a) Available capacity = (Member Agency Phase V Projected Capacity) - (Current + Committed Flows) (b) % Capacity Used = Current Flow / Member Agency Phase V Projected Capacity (c) % Capacity Used and Committed = (Current Flow + Committed) / Member Agency Phase V Projected Capacity (d) To determine the total solids flow, the plant influent from the reclamation facilities is added to the raw wastewater flow. (e) To determine the total outfall flow, the reclamation failsafe line flow is added to the raw wastewater flow. (f) To determine LWD and CARLSBAD Outfall Flow, the corresponding recycled flow is subtracted from influent flows. * Arbor Ranch Flows and Rancho Santalina Flows are subtracted from Vista and Buena and are added to Vallecitos OUTFALL - FLOW ENCINA WATER POLLUTION CONTROL FACILITIES CAPACITY MANAGEMENT REPORT October 2017 TREATMENT PLANT - LIQUID TREATMENT PLANT - SOLIDS Sewer Master Plan Update City of Carlsbad June 2019 Appendix C-2. Model Validation Results Sewer Master Plan Update City of Carlsbad June 2019 This page is intentionally blank. Dry Weather Flow Model Validation EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 3.24 3.26 3.25 1 0.50 0.55 0.51 0 0.50 0.53 0.51 1 2.21 2.43 2.27 2 0.33 0.39 0.35 1 0.33 0.38 0.35 2 1.46 1.74 1.54 3 0.26 0.30 0.27 2 0.27 0.29 0.27 3 1.17 1.31 1.21 4 0.23 0.24 0.23 3 0.23 0.24 0.23 4 1.02 1.08 1.04 5 0.25 0.23 0.24 4 0.25 0.23 0.24 5 1.10 1.04 1.08 6 0.45 0.26 0.39 5 0.45 0.25 0.39 6 1.98 1.16 1.74 7 1.06 0.41 0.87 6 1.07 0.40 0.87 7 4.70 1.83 3.88 8 1.44 0.86 1.27 7 1.46 0.83 1.27 8 6.40 3.80 5.66 9 1.33 1.35 1.33 8 1.34 1.31 1.33 9 5.90 5.97 5.92 10 1.25 1.62 1.36 9 1.26 1.58 1.36 10 5.54 7.20 6.01 11 1.23 1.66 1.35 10 1.24 1.62 1.35 11 5.46 7.37 6.01 12 1.17 1.60 1.29 11 1.18 1.56 1.29 12 5.17 7.08 5.72 13 1.12 1.53 1.24 12 1.13 1.49 1.24 13 4.97 6.80 5.50 14 1.07 1.46 1.18 13 1.08 1.42 1.18 14 4.73 6.47 5.22 15 1.03 1.39 1.13 14 1.04 1.35 1.13 15 4.57 6.16 5.03 16 1.02 1.33 1.11 15 1.03 1.30 1.11 16 4.51 5.90 4.90 17 1.13 1.29 1.17 16 1.14 1.26 1.17 17 5.00 5.74 5.21 18 1.28 1.30 1.29 17 1.30 1.27 1.29 18 5.69 5.79 5.72 19 1.45 1.34 1.42 18 1.46 1.31 1.42 19 6.42 5.96 6.29 20 1.51 1.34 1.46 19 1.53 1.30 1.46 20 6.71 5.93 6.49 21 1.48 1.29 1.42 20 1.49 1.25 1.42 21 6.55 5.70 6.31 22 1.37 1.17 1.31 21 1.38 1.14 1.31 22 6.07 5.17 5.82 23 1.09 0.97 1.06 22 1.10 0.95 1.06 23 4.83 4.31 4.68 24 0.73 0.73 0.73 23 0.74 0.72 0.73 Average 4.39 4.55 4.44 Total 23.76 24.61 24.00 Total 24.00 24.00 24.00 Average 0.99 1.03 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 3.24 0.50 4.44 1.03 0.50 0.53 Monday 1 2.21 0.33 2.21 0.99 0.33 0.38 Monday 2 1.46 0.26 1.46 0.99 0.27 0.29 Monday 3 1.17 0.23 1.17 0.99 0.23 0.24 Monday 4 1.02 0.25 1.02 0.99 0.25 0.23 Monday 5 1.10 0.45 1.10 0.99 0.45 0.25 Monday 6 1.98 1.06 1.98 1.03 1.07 0.40 Monday 7 4.70 1.44 4.70 1.46 0.83 Monday 8 6.40 1.33 6.40 1.34 1.31 Monday 9 5.90 1.25 5.90 1.26 1.58 Monday 10 5.54 1.23 5.54 1.24 1.62 Monday 11 5.46 1.17 5.46 1.18 1.56 Monday 12 5.17 1.12 5.17 1.13 1.49 Monday 13 4.97 1.07 4.97 1.08 1.42 Monday 14 4.73 1.03 4.73 1.04 1.35 Monday 15 4.57 1.02 4.57 1.03 1.30 Monday 16 4.51 1.13 4.51 1.14 1.26 Monday 17 5.00 1.28 5.00 1.30 1.27 Monday 18 5.69 1.45 5.69 1.46 1.31 Monday 19 6.42 1.51 6.42 1.53 1.30 Monday 20 6.71 1.48 6.71 1.49 1.25 Monday 21 6.55 1.37 6.55 1.38 1.14 Monday 22 6.07 1.09 6.07 1.10 0.95 Monday 23 4.83 0.73 4.83 0.74 0.72 Tuesday 24 3.24 0.50 3.24 Tuesday 25 2.21 0.33 2.21 Tuesday 26 1.46 0.26 1.46 Tuesday 27 1.17 0.23 1.17 Tuesday 28 1.02 0.25 1.02 Tuesday 29 1.10 0.45 1.10 Tuesday 30 1.98 1.06 1.98 Tuesday 31 4.70 1.44 4.70 Tuesday 32 6.40 1.33 6.40 Tuesday 33 5.90 1.25 5.90 Tuesday 34 5.54 1.23 5.54 Tuesday 35 5.46 1.17 5.46 Tuesday 36 5.17 1.12 5.17 Tuesday 37 4.97 1.07 4.97 Max Min Ave Max Min Ave Tuesday 38 4.73 1.03 4.73 FM Data 6.71 1.02 4.39 7.37 1.04 4.55 Tuesday 39 4.57 1.02 4.57 Model 6.71 1.02 4.39 7.37 1.04 4.55 Tuesday 40 4.51 1.13 4.51 Diff (0.00) (0.00) (0.00) 0.00 (0.00) (0.00) Tuesday 41 5.00 1.28 5.00 % Diff 0%0%0%0%0%0%Tuesday 42 5.69 1.45 5.69 Tuesday 43 6.42 1.51 6.42 Tuesday 44 6.71 1.48 6.71 Tuesday 45 6.55 1.37 6.55 Tuesday 46 6.07 1.09 6.07 Tuesday 47 4.83 0.73 4.83 Wednesday 48 3.24 0.50 3.24 Wednesday 49 2.21 0.33 2.21 Wednesday 50 1.46 0.26 1.46 Wednesday 51 1.17 0.23 1.17 Wednesday 52 1.02 0.25 1.02 Wednesday 53 1.10 0.45 1.10 Wednesday 54 1.98 1.06 1.98 Wednesday 55 4.70 1.44 4.70 Wednesday 56 6.40 1.33 6.40 Wednesday 57 5.90 1.25 5.90 Wednesday 58 5.54 1.23 5.54 Wednesday 59 5.46 1.17 5.46 Wednesday 60 5.17 1.12 5.17 Wednesday 61 4.97 1.07 4.97 Wednesday 62 4.73 1.03 4.73 Wednesday 63 4.57 1.02 4.57 Wednesday 64 4.51 1.13 4.51 Wednesday 65 5.00 1.28 5.00 Wednesday 66 5.69 1.45 5.69 Wednesday 67 6.42 1.51 6.42 Wednesday 68 6.71 1.48 6.71 Wednesday 69 6.55 1.37 6.55 Wednesday 70 6.07 1.09 6.07 Wednesday 71 4.83 0.73 4.83 Thursday 72 3.24 0.50 3.24 Thursday 73 2.21 0.33 2.21 Thursday 74 1.46 0.26 1.46 Thursday 75 1.17 0.23 1.17 Thursday 76 1.02 0.25 1.02 Thursday 77 1.10 0.45 1.10 Thursday 78 1.98 1.06 1.98 Thursday 79 4.70 1.44 4.70 Thursday 80 6.40 1.33 6.40 Thursday 81 5.90 1.25 5.90 Thursday 82 5.54 1.23 5.54 Thursday 83 5.46 1.17 5.46 Thursday 84 5.17 1.12 5.17 Thursday 85 4.97 1.07 4.97 Thursday 86 4.73 1.03 4.73 Thursday 87 4.57 1.02 4.57 Thursday 88 4.51 1.13 4.51 Thursday 89 5.00 1.28 5.00 Thursday 90 5.69 1.45 5.69 Thursday 91 6.42 1.51 6.42 Thursday 92 6.71 1.48 6.71 Thursday 93 6.55 1.37 6.55 Thursday 94 6.07 1.09 6.07 Thursday 95 4.83 0.73 4.83 Friday 96 3.24 0.50 3.24 Friday 97 2.21 0.33 2.21 Friday 98 1.46 0.26 1.46 Friday 99 1.17 0.23 1.17 Friday 100 1.02 0.25 1.02 Friday 101 1.10 0.45 1.10 Friday 102 1.98 1.06 1.98 Friday 103 4.70 1.44 4.70 Friday 104 6.40 1.33 6.40 Friday 105 5.90 1.25 5.90 Friday 106 5.54 1.23 5.54 Friday 107 5.46 1.17 5.46 Friday 108 5.17 1.12 5.17 Friday 109 4.97 1.07 4.97 Friday 110 4.73 1.03 4.73 Friday 111 4.57 1.02 4.57 Friday 112 4.51 1.13 4.51 Friday 113 5.00 1.28 5.00 Friday 114 5.69 1.45 5.69 Friday 115 6.42 1.51 6.42 Friday 116 6.71 1.48 6.71 Friday 117 6.55 1.37 6.55 Friday 118 6.07 1.09 6.07 Friday 119 4.83 0.73 4.83 Saturday 120 3.26 0.55 3.24 Saturday 121 2.43 0.39 2.43 Saturday 122 1.74 0.30 1.74 Saturday 123 1.31 0.24 1.31 Saturday 124 1.08 0.23 1.08 Saturday 125 1.04 0.26 1.04 Saturday 126 1.16 0.41 1.16 Saturday 127 1.83 0.86 1.83 Saturday 128 3.80 1.35 3.80 Saturday 129 5.97 1.62 5.97 Saturday 130 7.20 1.66 7.20 Saturday 131 7.37 1.60 7.37 Saturday 132 7.08 1.53 7.08 Saturday 133 6.80 1.46 6.80 Saturday 134 6.47 1.39 6.47 Saturday 135 6.16 1.33 6.16 Saturday 136 5.90 1.29 5.90 Saturday 137 5.74 1.30 5.74 Saturday 138 5.79 1.34 5.79 Saturday 139 5.96 1.34 5.96 Saturday 140 5.93 1.29 5.93 Saturday 141 5.70 1.17 5.70 Saturday 142 5.17 0.97 5.17 Saturday 143 4.31 0.73 4.31 Sunday 144 3.26 0.55 3.26 Sunday 145 2.43 0.39 2.43 Sunday 146 1.74 0.30 1.74 Sunday 147 1.31 0.24 1.31 Sunday 148 1.08 0.23 1.08 Sunday 149 1.04 0.26 1.04 Sunday 150 1.16 0.41 1.16 Sunday 151 1.83 0.86 1.83 Sunday 152 3.80 1.35 3.80 Sunday 153 5.97 1.62 5.97 Sunday 154 7.20 1.66 7.20 Sunday 155 7.37 1.60 7.37 Sunday 156 7.08 1.53 7.08 Sunday 157 6.80 1.46 6.80 Sunday 158 6.47 1.39 6.47 Sunday 159 6.16 1.33 6.16 Sunday 160 5.90 1.29 5.90 Sunday 161 5.74 1.30 5.74 Sunday 162 5.79 1.34 5.79 Sunday 163 5.96 1.34 5.96 Sunday 164 5.93 1.29 5.93 Sunday 165 5.70 1.17 5.70 Sunday 166 5.17 0.97 5.17 Sunday 167 4.31 0.73 4.31 Weekday Weekend Data Set - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 1 2 3 4 5 6 7 8 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 1.39 1.41 1.40 0 0.46 0.48 0.46 0 0.45 0.51 0.46 1 1.06 1.11 1.08 1 0.39 0.40 0.39 1 0.39 0.42 0.39 2 0.91 0.92 0.92 2 0.37 0.34 0.36 2 0.36 0.36 0.36 3 0.85 0.78 0.83 3 0.39 0.33 0.37 3 0.38 0.35 0.37 4 0.90 0.77 0.86 4 0.53 0.33 0.47 4 0.52 0.34 0.47 5 1.23 0.76 1.10 5 0.95 0.44 0.81 5 0.93 0.46 0.81 6 2.22 1.01 1.87 6 1.50 0.72 1.27 6 1.46 0.76 1.27 7 3.48 1.67 2.96 7 1.48 1.14 1.38 7 1.45 1.21 1.38 8 3.44 2.65 3.21 8 1.37 1.43 1.39 8 1.34 1.52 1.39 9 3.19 3.33 3.23 9 1.32 1.51 1.37 9 1.29 1.60 1.37 10 3.06 3.51 3.19 10 1.27 1.45 1.33 10 1.25 1.54 1.33 11 2.96 3.37 3.08 11 1.24 1.38 1.28 11 1.21 1.47 1.28 12 2.87 3.21 2.97 12 1.19 1.27 1.21 12 1.17 1.34 1.21 13 2.77 2.95 2.82 13 1.14 1.21 1.16 13 1.12 1.28 1.16 14 2.66 2.81 2.70 14 1.10 1.15 1.11 14 1.08 1.21 1.11 15 2.55 2.66 2.58 15 1.12 1.11 1.11 15 1.09 1.17 1.11 16 2.59 2.57 2.58 16 1.16 1.11 1.15 16 1.13 1.18 1.15 17 2.69 2.58 2.66 17 1.23 1.15 1.21 17 1.20 1.22 1.21 18 2.86 2.67 2.80 18 1.31 1.17 1.27 18 1.28 1.24 1.27 19 3.04 2.71 2.94 19 1.31 1.15 1.26 19 1.28 1.22 1.26 20 3.04 2.67 2.93 20 1.22 1.08 1.18 20 1.20 1.15 1.18 21 2.84 2.52 2.75 21 1.06 0.94 1.02 21 1.03 1.00 1.02 22 2.45 2.19 2.38 22 0.82 0.77 0.80 22 0.80 0.81 0.80 23 1.90 1.78 1.87 23 0.60 0.61 0.60 23 0.59 0.64 0.60 Average 2.37 2.19 2.32 Total 24.54 22.65 24.00 Total 24.00 24.00 24.00 Average 1.02 0.94 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 1.39 0.46 2.32 0.94 0.45 0.51 Monday 1 1.06 0.39 1.06 1.02 0.39 0.42 Monday 2 0.91 0.37 0.91 1.02 0.36 0.36 Monday 3 0.85 0.39 0.85 1.02 0.38 0.35 Monday 4 0.90 0.53 0.90 1.02 0.52 0.34 Monday 5 1.23 0.95 1.23 1.02 0.93 0.46 Monday 6 2.22 1.50 2.22 0.94 1.46 0.76 Monday 7 3.48 1.48 3.48 1.45 1.21 Monday 8 3.44 1.37 3.44 1.34 1.52 Monday 9 3.19 1.32 3.19 1.29 1.60 Monday 10 3.06 1.27 3.06 1.25 1.54 Monday 11 2.96 1.24 2.96 1.21 1.47 Monday 12 2.87 1.19 2.87 1.17 1.34 Monday 13 2.77 1.14 2.77 1.12 1.28 Monday 14 2.66 1.10 2.66 1.08 1.21 Monday 15 2.55 1.12 2.55 1.09 1.17 Monday 16 2.59 1.16 2.59 1.13 1.18 Monday 17 2.69 1.23 2.69 1.20 1.22 Monday 18 2.86 1.31 2.86 1.28 1.24 Monday 19 3.04 1.31 3.04 1.28 1.22 Monday 20 3.04 1.22 3.04 1.20 1.15 Monday 21 2.84 1.06 2.84 1.03 1.00 Monday 22 2.45 0.82 2.45 0.80 0.81 Monday 23 1.90 0.60 1.90 0.59 0.64 Tuesday 24 1.39 0.46 1.39 Tuesday 25 1.06 0.39 1.06 Tuesday 26 0.91 0.37 0.91 Tuesday 27 0.85 0.39 0.85 Tuesday 28 0.90 0.53 0.90 Tuesday 29 1.23 0.95 1.23 Tuesday 30 2.22 1.50 2.22 Tuesday 31 3.48 1.48 3.48 Tuesday 32 3.44 1.37 3.44 Tuesday 33 3.19 1.32 3.19 Tuesday 34 3.06 1.27 3.06 Tuesday 35 2.96 1.24 2.96 Tuesday 36 2.87 1.19 2.87 Tuesday 37 2.77 1.14 2.77 Max Min Ave Max Min Ave Tuesday 38 2.66 1.10 2.66 FM Data 3.48 0.85 2.37 3.51 0.76 2.19 Tuesday 39 2.55 1.12 2.55 Model 3.48 0.85 2.37 3.51 0.76 2.19 Tuesday 40 2.59 1.16 2.59 Diff (0.00) (0.00) (0.00) - 0.00 (0.00) Tuesday 41 2.69 1.23 2.69 % Diff 0%0%0%0%0%0%Tuesday 42 2.86 1.31 2.86 Tuesday 43 3.04 1.31 3.04 Tuesday 44 3.04 1.22 3.04 Tuesday 45 2.84 1.06 2.84 Tuesday 46 2.45 0.82 2.45 Tuesday 47 1.90 0.60 1.90 Wednesday 48 1.39 0.46 1.39 Wednesday 49 1.06 0.39 1.06 Wednesday 50 0.91 0.37 0.91 Wednesday 51 0.85 0.39 0.85 Wednesday 52 0.90 0.53 0.90 Wednesday 53 1.23 0.95 1.23 Wednesday 54 2.22 1.50 2.22 Wednesday 55 3.48 1.48 3.48 Wednesday 56 3.44 1.37 3.44 Wednesday 57 3.19 1.32 3.19 Wednesday 58 3.06 1.27 3.06 Wednesday 59 2.96 1.24 2.96 Wednesday 60 2.87 1.19 2.87 Wednesday 61 2.77 1.14 2.77 Wednesday 62 2.66 1.10 2.66 Wednesday 63 2.55 1.12 2.55 Wednesday 64 2.59 1.16 2.59 Wednesday 65 2.69 1.23 2.69 Wednesday 66 2.86 1.31 2.86 Wednesday 67 3.04 1.31 3.04 Wednesday 68 3.04 1.22 3.04 Wednesday 69 2.84 1.06 2.84 Wednesday 70 2.45 0.82 2.45 Wednesday 71 1.90 0.60 1.90 Thursday 72 1.39 0.46 1.39 Thursday 73 1.06 0.39 1.06 Thursday 74 0.91 0.37 0.91 Thursday 75 0.85 0.39 0.85 Thursday 76 0.90 0.53 0.90 Thursday 77 1.23 0.95 1.23 Thursday 78 2.22 1.50 2.22 Thursday 79 3.48 1.48 3.48 Thursday 80 3.44 1.37 3.44 Thursday 81 3.19 1.32 3.19 Thursday 82 3.06 1.27 3.06 Thursday 83 2.96 1.24 2.96 Thursday 84 2.87 1.19 2.87 Thursday 85 2.77 1.14 2.77 Thursday 86 2.66 1.10 2.66 Thursday 87 2.55 1.12 2.55 Thursday 88 2.59 1.16 2.59 Thursday 89 2.69 1.23 2.69 Thursday 90 2.86 1.31 2.86 Thursday 91 3.04 1.31 3.04 Thursday 92 3.04 1.22 3.04 Thursday 93 2.84 1.06 2.84 Thursday 94 2.45 0.82 2.45 Thursday 95 1.90 0.60 1.90 Friday 96 1.39 0.46 1.39 Friday 97 1.06 0.39 1.06 Friday 98 0.91 0.37 0.91 Friday 99 0.85 0.39 0.85 Friday 100 0.90 0.53 0.90 Friday 101 1.23 0.95 1.23 Friday 102 2.22 1.50 2.22 Friday 103 3.48 1.48 3.48 Friday 104 3.44 1.37 3.44 Friday 105 3.19 1.32 3.19 Friday 106 3.06 1.27 3.06 Friday 107 2.96 1.24 2.96 Friday 108 2.87 1.19 2.87 Friday 109 2.77 1.14 2.77 Friday 110 2.66 1.10 2.66 Friday 111 2.55 1.12 2.55 Friday 112 2.59 1.16 2.59 Friday 113 2.69 1.23 2.69 Friday 114 2.86 1.31 2.86 Friday 115 3.04 1.31 3.04 Friday 116 3.04 1.22 3.04 Friday 117 2.84 1.06 2.84 Friday 118 2.45 0.82 2.45 Friday 119 1.90 0.60 1.90 Saturday 120 1.41 0.48 1.39 Saturday 121 1.11 0.40 1.11 Saturday 122 0.92 0.34 0.92 Saturday 123 0.78 0.33 0.78 Saturday 124 0.77 0.33 0.77 Saturday 125 0.76 0.44 0.76 Saturday 126 1.01 0.72 1.01 Saturday 127 1.67 1.14 1.67 Saturday 128 2.65 1.43 2.65 Saturday 129 3.33 1.51 3.33 Saturday 130 3.51 1.45 3.51 Saturday 131 3.37 1.38 3.37 Saturday 132 3.21 1.27 3.21 Saturday 133 2.95 1.21 2.95 Saturday 134 2.81 1.15 2.81 Saturday 135 2.66 1.11 2.66 Saturday 136 2.57 1.11 2.57 Saturday 137 2.58 1.15 2.58 Saturday 138 2.67 1.17 2.67 Saturday 139 2.71 1.15 2.71 Saturday 140 2.67 1.08 2.67 Saturday 141 2.52 0.94 2.52 Saturday 142 2.19 0.77 2.19 Saturday 143 1.78 0.61 1.78 Sunday 144 1.41 0.48 1.41 Sunday 145 1.11 0.40 1.11 Sunday 146 0.92 0.34 0.92 Sunday 147 0.78 0.33 0.78 Sunday 148 0.77 0.33 0.77 Sunday 149 0.76 0.44 0.76 Sunday 150 1.01 0.72 1.01 Sunday 151 1.67 1.14 1.67 Sunday 152 2.65 1.43 2.65 Sunday 153 3.33 1.51 3.33 Sunday 154 3.51 1.45 3.51 Sunday 155 3.37 1.38 3.37 Sunday 156 3.21 1.27 3.21 Sunday 157 2.95 1.21 2.95 Sunday 158 2.81 1.15 2.81 Sunday 159 2.66 1.11 2.66 Sunday 160 2.57 1.11 2.57 Sunday 161 2.58 1.15 2.58 Sunday 162 2.67 1.17 2.67 Sunday 163 2.71 1.15 2.71 Sunday 164 2.67 1.08 2.67 Sunday 165 2.52 0.94 2.52 Sunday 166 2.19 0.77 2.19 Sunday 167 1.78 0.61 1.78 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 1 2 2 3 3 4 4 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 1 1 2 2 3 3 4 4 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 4.45 4.36 4.43 0 0.68 0.71 0.69 0 0.68 0.71 0.69 1 3.46 3.63 3.51 1 0.53 0.58 0.54 1 0.53 0.58 0.54 2 2.68 2.93 2.75 2 0.45 0.48 0.46 2 0.45 0.48 0.46 3 2.26 2.44 2.31 3 0.41 0.43 0.41 3 0.41 0.43 0.41 4 2.06 2.17 2.09 4 0.40 0.41 0.40 4 0.40 0.41 0.40 5 2.04 2.09 2.05 5 0.51 0.42 0.48 5 0.51 0.42 0.48 6 2.57 2.13 2.45 6 0.86 0.51 0.76 6 0.86 0.50 0.76 7 4.37 2.57 3.85 7 1.30 0.76 1.15 7 1.31 0.76 1.15 8 6.62 3.85 5.83 8 1.37 1.12 1.29 8 1.37 1.11 1.29 9 6.93 5.66 6.57 9 1.28 1.43 1.32 9 1.28 1.42 1.32 10 6.51 7.25 6.72 10 1.24 1.52 1.32 10 1.24 1.51 1.32 11 6.30 7.70 6.70 11 1.21 1.50 1.29 11 1.21 1.49 1.29 12 6.13 7.60 6.55 12 1.15 1.41 1.22 12 1.15 1.41 1.22 13 5.82 7.17 6.21 13 1.12 1.33 1.18 13 1.12 1.33 1.18 14 5.67 6.77 5.99 14 1.06 1.26 1.12 14 1.07 1.25 1.12 15 5.40 6.38 5.68 15 1.04 1.20 1.09 15 1.04 1.20 1.09 16 5.29 6.09 5.52 16 1.08 1.18 1.11 16 1.08 1.17 1.11 17 5.49 5.97 5.63 17 1.16 1.18 1.16 17 1.16 1.18 1.16 18 5.87 5.99 5.91 18 1.26 1.22 1.24 18 1.26 1.21 1.24 19 6.37 6.18 6.32 19 1.32 1.23 1.29 19 1.32 1.22 1.29 20 6.70 6.22 6.56 20 1.33 1.21 1.30 20 1.34 1.21 1.30 21 6.78 6.15 6.60 21 1.26 1.14 1.23 21 1.26 1.14 1.23 22 6.40 5.78 6.22 22 1.08 1.01 1.06 22 1.09 1.00 1.06 23 5.50 5.11 5.39 23 0.88 0.86 0.87 23 0.88 0.86 0.87 Average 5.07 5.09 5.08 Total 23.97 24.07 24.00 Total 24.00 24.00 24.00 Average 1.00 1.00 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 4.45 0.68 5.08 1.00 0.68 0.71 Monday 1 3.46 0.53 3.32 1.00 0.53 0.58 Monday 2 2.68 0.45 2.57 1.00 0.45 0.48 Monday 3 2.26 0.41 2.28 1.00 0.41 0.43 Monday 4 2.06 0.40 2.09 1.00 0.40 0.41 Monday 5 2.04 0.51 2.08 1.00 0.51 0.42 Monday 6 2.57 0.86 2.60 1.00 0.86 0.50 Monday 7 4.37 1.30 4.40 1.31 0.76 Monday 8 6.62 1.37 6.63 1.37 1.11 Monday 9 6.93 1.28 6.96 1.28 1.42 Monday 10 6.51 1.24 6.53 1.24 1.51 Monday 11 6.30 1.21 6.32 1.21 1.49 Monday 12 6.13 1.15 6.17 1.15 1.41 Monday 13 5.82 1.12 5.86 1.12 1.33 Monday 14 5.67 1.06 5.70 1.07 1.25 Monday 15 5.40 1.04 5.43 1.04 1.20 Monday 16 5.29 1.08 5.31 1.08 1.17 Monday 17 5.49 1.16 5.52 1.16 1.18 Monday 18 5.87 1.26 5.90 1.26 1.21 Monday 19 6.37 1.32 6.40 1.32 1.22 Monday 20 6.70 1.33 6.73 1.34 1.21 Monday 21 6.78 1.26 6.81 1.26 1.14 Monday 22 6.40 1.08 6.43 1.09 1.00 Monday 23 5.50 0.88 5.52 0.88 0.86 Tuesday 24 4.45 0.68 4.27 Tuesday 25 3.46 0.53 3.32 Tuesday 26 2.68 0.45 2.57 Tuesday 27 2.26 0.41 2.28 Tuesday 28 2.06 0.40 2.09 Tuesday 29 2.04 0.51 2.08 Tuesday 30 2.57 0.86 2.60 Tuesday 31 4.37 1.30 4.40 Tuesday 32 6.62 1.37 6.63 Tuesday 33 6.93 1.28 6.96 Tuesday 34 6.51 1.24 6.53 Tuesday 35 6.30 1.21 6.32 Tuesday 36 6.13 1.15 6.17 Tuesday 37 5.82 1.12 5.86 Max Min Ave Max Min Ave Tuesday 38 5.67 1.06 5.70 FM Data 6.93 2.04 5.07 7.70 2.09 5.09 Tuesday 39 5.40 1.04 5.43 Model 6.96 2.08 5.08 7.81 2.11 5.11 Tuesday 40 5.29 1.08 5.31 Diff 0.02 0.04 0.01 0.11 0.02 0.02 Tuesday 41 5.49 1.16 5.52 % Diff 0%2%0%1%1%0%Tuesday 42 5.87 1.26 5.90 Tuesday 43 6.37 1.32 6.40 Tuesday 44 6.70 1.33 6.73 Tuesday 45 6.78 1.26 6.81 Tuesday 46 6.40 1.08 6.43 Tuesday 47 5.50 0.88 5.52 Wednesday 48 4.45 0.68 4.27 Wednesday 49 3.46 0.53 3.32 Wednesday 50 2.68 0.45 2.57 Wednesday 51 2.26 0.41 2.28 Wednesday 52 2.06 0.40 2.09 Wednesday 53 2.04 0.51 2.08 Wednesday 54 2.57 0.86 2.60 Wednesday 55 4.37 1.30 4.40 Wednesday 56 6.62 1.37 6.63 Wednesday 57 6.93 1.28 6.96 Wednesday 58 6.51 1.24 6.53 Wednesday 59 6.30 1.21 6.32 Wednesday 60 6.13 1.15 6.17 Wednesday 61 5.82 1.12 5.86 Wednesday 62 5.67 1.06 5.70 Wednesday 63 5.40 1.04 5.43 Wednesday 64 5.29 1.08 5.31 Wednesday 65 5.49 1.16 5.52 Wednesday 66 5.87 1.26 5.90 Wednesday 67 6.37 1.32 6.40 Wednesday 68 6.70 1.33 6.73 Wednesday 69 6.78 1.26 6.81 Wednesday 70 6.40 1.08 6.43 Wednesday 71 5.50 0.88 5.52 Thursday 72 4.45 0.68 4.27 Thursday 73 3.46 0.53 3.32 Thursday 74 2.68 0.45 2.57 Thursday 75 2.26 0.41 2.28 Thursday 76 2.06 0.40 2.09 Thursday 77 2.04 0.51 2.08 Thursday 78 2.57 0.86 2.60 Thursday 79 4.37 1.30 4.40 Thursday 80 6.62 1.37 6.63 Thursday 81 6.93 1.28 6.96 Thursday 82 6.51 1.24 6.53 Thursday 83 6.30 1.21 6.32 Thursday 84 6.13 1.15 6.17 Thursday 85 5.82 1.12 5.86 Thursday 86 5.67 1.06 5.70 Thursday 87 5.40 1.04 5.43 Thursday 88 5.29 1.08 5.31 Thursday 89 5.49 1.16 5.52 Thursday 90 5.87 1.26 5.90 Thursday 91 6.37 1.32 6.40 Thursday 92 6.70 1.33 6.73 Thursday 93 6.78 1.26 6.81 Thursday 94 6.40 1.08 6.43 Thursday 95 5.50 0.88 5.52 Friday 96 4.45 0.68 4.27 Friday 97 3.46 0.53 3.32 Friday 98 2.68 0.45 2.57 Friday 99 2.26 0.41 2.28 Friday 100 2.06 0.40 2.09 Friday 101 2.04 0.51 2.08 Friday 102 2.57 0.86 2.60 Friday 103 4.37 1.30 4.40 Friday 104 6.62 1.37 6.63 Friday 105 6.93 1.28 6.96 Friday 106 6.51 1.24 6.53 Friday 107 6.30 1.21 6.32 Friday 108 6.13 1.15 6.17 Friday 109 5.82 1.12 5.86 Friday 110 5.67 1.06 5.70 Friday 111 5.40 1.04 5.43 Friday 112 5.29 1.08 5.31 Friday 113 5.49 1.16 5.52 Friday 114 5.87 1.26 5.90 Friday 115 6.37 1.32 6.40 Friday 116 6.70 1.33 6.73 Friday 117 6.78 1.26 6.81 Friday 118 6.40 1.08 6.43 Friday 119 5.50 0.88 5.52 Saturday 120 4.36 0.71 4.27 Saturday 121 3.63 0.58 3.65 Saturday 122 2.93 0.48 2.95 Saturday 123 2.44 0.43 2.44 Saturday 124 2.17 0.41 2.19 Saturday 125 2.09 0.42 2.11 Saturday 126 2.13 0.51 2.14 Saturday 127 2.57 0.76 2.56 Saturday 128 3.85 1.12 3.85 Saturday 129 5.66 1.43 5.72 Saturday 130 7.25 1.52 7.39 Saturday 131 7.70 1.50 7.81 Saturday 132 7.60 1.41 7.74 Saturday 133 7.17 1.33 7.31 Saturday 134 6.77 1.26 6.95 Saturday 135 6.38 1.20 6.62 Saturday 136 6.09 1.18 6.39 Saturday 137 5.97 1.18 5.37 Saturday 138 5.99 1.22 6.27 Saturday 139 6.18 1.23 6.36 Saturday 140 6.22 1.21 6.39 Saturday 141 6.15 1.14 6.35 Saturday 142 5.78 1.01 5.20 Saturday 143 5.11 0.86 4.59 Sunday 144 4.36 0.71 4.39 Sunday 145 3.63 0.58 3.65 Sunday 146 2.93 0.48 2.95 Sunday 147 2.44 0.43 2.44 Sunday 148 2.17 0.41 2.19 Sunday 149 2.09 0.42 2.11 Sunday 150 2.13 0.51 2.14 Sunday 151 2.57 0.76 2.56 Sunday 152 3.85 1.12 3.85 Sunday 153 5.66 1.43 5.72 Sunday 154 7.25 1.52 7.39 Sunday 155 7.70 1.50 7.81 Sunday 156 7.60 1.41 7.74 Sunday 157 7.17 1.33 7.31 Sunday 158 6.77 1.26 6.95 Sunday 159 6.38 1.20 6.62 Sunday 160 6.09 1.18 6.39 Sunday 161 5.97 1.18 5.37 Sunday 162 5.99 1.22 6.27 Sunday 163 6.18 1.23 6.36 Sunday 164 6.22 1.21 6.39 Sunday 165 6.15 1.14 6.35 Sunday 166 5.78 1.01 5.20 Sunday 167 5.11 0.86 4.59 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 2 3 4 5 6 7 8 9 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 3.25 3.24 3.24 0 0.50 0.60 0.53 0 0.51 0.59 0.53 1 2.36 2.82 2.49 1 0.41 0.44 0.42 1 0.41 0.44 0.42 2 1.93 2.07 1.97 2 0.36 0.38 0.37 2 0.36 0.38 0.37 3 1.70 1.81 1.73 3 0.35 0.35 0.35 3 0.35 0.34 0.35 4 1.64 1.64 1.64 4 0.37 0.35 0.36 4 0.37 0.34 0.36 5 1.73 1.63 1.70 5 0.54 0.40 0.50 5 0.55 0.40 0.50 6 2.56 1.88 2.36 6 1.25 0.60 1.07 6 1.26 0.59 1.07 7 5.88 2.82 5.01 7 1.60 1.08 1.46 7 1.61 1.07 1.46 8 7.53 5.09 6.83 8 1.47 1.52 1.48 8 1.48 1.50 1.48 9 6.90 7.14 6.97 9 1.38 1.64 1.46 9 1.39 1.62 1.46 10 6.49 7.69 6.83 10 1.29 1.62 1.38 10 1.29 1.60 1.38 11 6.04 7.62 6.49 11 1.19 1.52 1.28 11 1.20 1.50 1.28 12 5.59 7.14 6.03 12 1.12 1.37 1.19 12 1.13 1.35 1.19 13 5.26 6.43 5.60 13 1.06 1.31 1.13 13 1.07 1.29 1.13 14 4.99 6.13 5.32 14 1.03 1.25 1.09 14 1.03 1.23 1.09 15 4.81 5.86 5.11 15 1.02 1.21 1.08 15 1.03 1.20 1.08 16 4.80 5.69 5.05 16 1.06 1.20 1.10 16 1.07 1.18 1.10 17 4.98 5.62 5.17 17 1.18 1.25 1.20 17 1.18 1.24 1.20 18 5.53 5.88 5.63 18 1.31 1.26 1.30 18 1.32 1.25 1.30 19 6.17 5.93 6.10 19 1.36 1.24 1.32 19 1.36 1.22 1.32 20 6.38 5.81 6.21 20 1.28 1.15 1.24 20 1.28 1.13 1.24 21 6.00 5.39 5.82 21 1.13 1.02 1.10 21 1.14 1.01 1.10 22 5.31 4.81 5.17 22 0.92 0.84 0.89 22 0.92 0.83 0.89 23 4.30 3.94 4.20 23 0.69 0.69 0.69 23 0.70 0.68 0.69 Average 4.67 4.75 4.69 Total 23.88 24.29 24.00 Total 24.00 24.00 24.00 Average 1.00 1.01 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 3.25 0.69 4.69 1.01 0.51 0.59 Monday 1 2.36 0.50 2.36 1.00 0.41 0.44 Monday 2 1.93 0.41 1.93 1.00 0.36 0.38 Monday 3 1.70 0.36 1.70 1.00 0.35 0.34 Monday 4 1.64 0.35 1.64 1.00 0.37 0.34 Monday 5 1.73 0.37 1.73 1.00 0.55 0.40 Monday 6 2.56 0.54 2.56 1.01 1.26 0.59 Monday 7 5.88 1.25 5.88 1.61 1.07 Monday 8 7.53 1.60 7.53 1.48 1.50 Monday 9 6.90 1.47 6.90 1.39 1.62 Monday 10 6.49 1.38 6.49 1.29 1.60 Monday 11 6.04 1.29 6.04 1.20 1.50 Monday 12 5.59 1.19 5.59 1.13 1.35 Monday 13 5.26 1.12 5.26 1.07 1.29 Monday 14 4.99 1.06 4.99 1.03 1.23 Monday 15 4.81 1.03 4.81 1.03 1.20 Monday 16 4.80 1.02 4.80 1.07 1.18 Monday 17 4.98 1.06 4.98 1.18 1.24 Monday 18 5.53 1.18 5.53 1.32 1.25 Monday 19 6.17 1.31 6.17 1.36 1.22 Monday 20 6.38 1.36 6.38 1.28 1.13 Monday 21 6.00 1.28 6.00 1.14 1.01 Monday 22 5.31 1.13 5.31 0.92 0.83 Monday 23 4.30 0.92 4.30 0.70 0.68 Tuesday 24 3.25 0.69 3.25 Tuesday 25 2.36 0.50 2.36 Tuesday 26 1.93 0.41 1.93 Tuesday 27 1.70 0.36 1.70 Tuesday 28 1.64 0.35 1.64 Tuesday 29 1.73 0.37 1.73 Tuesday 30 2.56 0.54 2.56 Tuesday 31 5.88 1.25 5.88 Tuesday 32 7.53 1.60 7.53 Tuesday 33 6.90 1.47 6.90 Tuesday 34 6.49 1.38 6.49 Tuesday 35 6.04 1.29 6.04 Tuesday 36 5.59 1.19 5.59 Tuesday 37 5.26 1.12 5.26 Max Min Ave Max Min Ave Tuesday 38 4.99 1.06 4.99 FM Data 7.53 1.64 4.67 7.69 1.63 4.75 Tuesday 39 4.81 1.03 4.81 Model 7.53 1.64 4.67 7.68 1.63 4.75 Tuesday 40 4.80 1.02 4.80 Diff 0.00 0.00 0.00 (0.00) (0.00) 0.00 Tuesday 41 4.98 1.06 4.98 % Diff 0%0%0%0%0%0%Tuesday 42 5.53 1.18 5.53 Tuesday 43 6.17 1.31 6.17 Tuesday 44 6.38 1.36 6.38 Tuesday 45 6.00 1.28 6.00 Tuesday 46 5.31 1.13 5.31 Tuesday 47 4.30 0.92 4.30 Wednesday 48 3.25 0.69 3.25 Wednesday 49 2.36 0.50 2.36 Wednesday 50 1.93 0.41 1.93 Wednesday 51 1.70 0.36 1.70 Wednesday 52 1.64 0.35 1.64 Wednesday 53 1.73 0.37 1.73 Wednesday 54 2.56 0.54 2.56 Wednesday 55 5.88 1.25 5.88 Wednesday 56 7.53 1.60 7.53 Wednesday 57 6.90 1.47 6.90 Wednesday 58 6.49 1.38 6.49 Wednesday 59 6.04 1.29 6.04 Wednesday 60 5.59 1.19 5.59 Wednesday 61 5.26 1.12 5.26 Wednesday 62 4.99 1.06 4.99 Wednesday 63 4.81 1.03 4.81 Wednesday 64 4.80 1.02 4.80 Wednesday 65 4.98 1.06 4.98 Wednesday 66 5.53 1.18 5.53 Wednesday 67 6.17 1.31 6.17 Wednesday 68 6.38 1.36 6.38 Wednesday 69 6.00 1.28 6.00 Wednesday 70 5.31 1.13 5.31 Wednesday 71 4.30 0.92 4.30 Thursday 72 3.25 0.69 3.25 Thursday 73 2.36 0.50 2.36 Thursday 74 1.93 0.41 1.93 Thursday 75 1.70 0.36 1.70 Thursday 76 1.64 0.35 1.64 Thursday 77 1.73 0.37 1.73 Thursday 78 2.56 0.54 2.56 Thursday 79 5.88 1.25 5.88 Thursday 80 7.53 1.60 7.53 Thursday 81 6.90 1.47 6.90 Thursday 82 6.49 1.38 6.49 Thursday 83 6.04 1.29 6.04 Thursday 84 5.59 1.19 5.59 Thursday 85 5.26 1.12 5.26 Thursday 86 4.99 1.06 4.99 Thursday 87 4.81 1.03 4.81 Thursday 88 4.80 1.02 4.80 Thursday 89 4.98 1.06 4.98 Thursday 90 5.53 1.18 5.53 Thursday 91 6.17 1.31 6.17 Thursday 92 6.38 1.36 6.38 Thursday 93 6.00 1.28 6.00 Thursday 94 5.31 1.13 5.31 Thursday 95 4.30 0.92 4.30 Friday 96 3.25 0.69 3.25 Friday 97 2.36 0.50 2.36 Friday 98 1.93 0.41 1.93 Friday 99 1.70 0.36 1.70 Friday 100 1.64 0.35 1.64 Friday 101 1.73 0.37 1.73 Friday 102 2.56 0.54 2.56 Friday 103 5.88 1.25 5.88 Friday 104 7.53 1.60 7.53 Friday 105 6.90 1.47 6.90 Friday 106 6.49 1.38 6.49 Friday 107 6.04 1.29 6.04 Friday 108 5.59 1.19 5.59 Friday 109 5.26 1.12 5.26 Friday 110 4.99 1.06 4.99 Friday 111 4.81 1.03 4.81 Friday 112 4.80 1.02 4.80 Friday 113 4.98 1.06 4.98 Friday 114 5.53 1.18 5.53 Friday 115 6.17 1.31 6.17 Friday 116 6.38 1.36 6.38 Friday 117 6.00 1.28 6.00 Friday 118 5.31 1.13 5.31 Friday 119 4.30 0.92 4.30 Saturday 120 3.24 0.60 3.25 Saturday 121 2.82 0.44 2.82 Saturday 122 2.07 0.38 2.07 Saturday 123 1.81 0.35 1.81 Saturday 124 1.64 0.35 1.64 Saturday 125 1.63 0.40 1.63 Saturday 126 1.88 0.60 1.88 Saturday 127 2.82 1.08 2.82 Saturday 128 5.09 1.52 5.09 Saturday 129 7.14 1.64 7.14 Saturday 130 7.69 1.62 7.68 Saturday 131 7.62 1.52 7.62 Saturday 132 7.14 1.37 7.14 Saturday 133 6.43 1.31 6.43 Saturday 134 6.13 1.25 6.13 Saturday 135 5.86 1.21 5.86 Saturday 136 5.69 1.20 5.69 Saturday 137 5.62 1.25 5.62 Saturday 138 5.88 1.26 5.88 Saturday 139 5.93 1.24 5.93 Saturday 140 5.81 1.15 5.81 Saturday 141 5.39 1.02 5.39 Saturday 142 4.81 0.84 4.81 Saturday 143 3.94 0.69 3.94 Sunday 144 3.24 0.60 3.24 Sunday 145 2.82 0.44 2.82 Sunday 146 2.07 0.38 2.07 Sunday 147 1.81 0.35 1.81 Sunday 148 1.64 0.35 1.64 Sunday 149 1.63 0.40 1.63 Sunday 150 1.88 0.60 1.88 Sunday 151 2.82 1.08 2.82 Sunday 152 5.09 1.52 5.09 Sunday 153 7.14 1.64 7.14 Sunday 154 7.69 1.62 7.68 Sunday 155 7.62 1.52 7.62 Sunday 156 7.14 1.37 7.14 Sunday 157 6.43 1.31 6.43 Sunday 158 6.13 1.25 6.13 Sunday 159 5.86 1.21 5.86 Sunday 160 5.69 1.20 5.69 Sunday 161 5.62 1.25 5.62 Sunday 162 5.88 1.26 5.88 Sunday 163 5.93 1.24 5.93 Sunday 164 5.81 1.15 5.81 Sunday 165 5.39 1.02 5.39 Sunday 166 4.81 0.84 4.81 Sunday 167 3.94 0.69 3.94 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 1 2 3 4 5 6 7 8 9 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 3.93 3.87 3.92 0 0.63 0.68 0.64 0 0.63 0.66 0.64 1 2.90 3.12 2.96 1 0.48 0.53 0.49 1 0.48 0.51 0.49 2 2.22 2.45 2.28 2 0.40 0.44 0.41 2 0.40 0.43 0.41 3 1.85 2.05 1.90 3 0.37 0.38 0.37 3 0.38 0.37 0.37 4 1.72 1.77 1.73 4 0.38 0.36 0.38 4 0.39 0.35 0.38 5 1.76 1.68 1.74 5 0.51 0.38 0.47 5 0.51 0.37 0.47 6 2.35 1.78 2.18 6 0.92 0.48 0.80 6 0.93 0.47 0.80 7 4.26 2.23 3.68 7 1.32 0.78 1.16 7 1.33 0.75 1.16 8 6.09 3.59 5.37 8 1.30 1.20 1.27 8 1.31 1.16 1.27 9 6.00 5.54 5.87 9 1.20 1.48 1.28 9 1.21 1.44 1.28 10 5.53 6.86 5.91 10 1.17 1.57 1.29 10 1.18 1.53 1.29 11 5.41 7.28 5.94 11 1.13 1.53 1.25 11 1.14 1.49 1.25 12 5.23 7.09 5.76 12 1.10 1.47 1.20 12 1.11 1.43 1.20 13 5.06 6.82 5.57 13 1.07 1.40 1.16 13 1.08 1.36 1.16 14 4.93 6.47 5.37 14 1.04 1.34 1.13 14 1.05 1.30 1.13 15 4.81 6.21 5.21 15 1.02 1.30 1.10 15 1.03 1.26 1.10 16 4.72 6.02 5.09 16 1.08 1.26 1.13 16 1.09 1.22 1.13 17 4.98 5.83 5.22 17 1.20 1.26 1.22 17 1.22 1.23 1.22 18 5.56 5.84 5.64 18 1.34 1.29 1.32 18 1.35 1.25 1.32 19 6.18 5.96 6.12 19 1.42 1.29 1.38 19 1.44 1.25 1.38 20 6.56 5.97 6.39 20 1.39 1.24 1.35 20 1.41 1.21 1.35 21 6.44 5.75 6.24 21 1.31 1.16 1.27 21 1.32 1.13 1.27 22 6.05 5.38 5.86 22 1.11 1.01 1.08 22 1.13 0.98 1.08 23 5.14 4.68 5.01 23 0.85 0.84 0.85 23 0.86 0.81 0.85 Average 4.57 4.76 4.62 Total 23.72 24.70 24.00 Total 24.00 24.00 24.00 Average 0.99 1.03 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 3.93 0.85 4.62 1.03 0.63 0.66 Monday 1 2.90 0.63 0.61 0.99 0.48 0.51 Monday 2 2.22 0.48 1.53 0.99 0.40 0.43 Monday 3 1.85 0.40 1.24 0.99 0.38 0.37 Monday 4 1.72 0.37 1.09 0.99 0.39 0.35 Monday 5 1.76 0.38 1.13 0.99 0.51 0.37 Monday 6 2.35 0.51 2.03 1.03 0.93 0.47 Monday 7 4.26 0.92 4.85 1.33 0.75 Monday 8 6.09 1.32 6.63 1.31 1.16 Monday 9 6.00 1.30 6.13 1.21 1.44 Monday 10 5.53 1.20 5.76 1.18 1.53 Monday 11 5.41 1.17 5.67 1.14 1.49 Monday 12 5.23 1.13 5.37 1.11 1.43 Monday 13 5.06 1.10 5.16 1.08 1.36 Monday 14 4.93 1.07 4.91 1.05 1.30 Monday 15 4.81 1.04 4.75 1.03 1.26 Monday 16 4.72 1.02 4.68 1.09 1.22 Monday 17 4.98 1.08 5.19 1.22 1.23 Monday 18 5.56 1.20 5.90 1.35 1.25 Monday 19 6.18 1.34 6.66 1.44 1.25 Monday 20 6.56 1.42 6.97 1.41 1.21 Monday 21 6.44 1.39 6.80 1.32 1.13 Monday 22 6.05 1.31 6.31 1.13 0.98 Monday 23 5.14 1.11 5.03 0.86 0.81 Tuesday 24 3.93 0.85 3.38 Tuesday 25 2.90 0.63 2.31 Tuesday 26 2.22 0.48 1.55 Tuesday 27 1.85 0.40 1.25 Tuesday 28 1.72 0.37 1.09 Tuesday 29 1.76 0.38 1.13 Tuesday 30 2.35 0.51 2.03 Tuesday 31 4.26 0.92 4.85 Tuesday 32 6.09 1.32 6.63 Tuesday 33 6.00 1.30 6.13 Tuesday 34 5.53 1.20 5.76 Tuesday 35 5.41 1.17 5.68 Tuesday 36 5.23 1.13 5.38 Tuesday 37 5.06 1.10 5.17 Max Min Ave Max Min Ave Tuesday 38 4.93 1.07 4.91 FM Data 6.56 1.72 4.57 7.28 1.68 4.76 Tuesday 39 4.81 1.04 4.75 Model 6.97 1.09 4.56 7.69 1.09 4.75 Tuesday 40 4.72 1.02 4.68 Diff 0.41 (0.63) (0.01) 0.40 (0.59) (0.01) Tuesday 41 4.98 1.08 5.19 % Diff 6%-37%0%6%-35%0%Tuesday 42 5.56 1.20 5.91 Tuesday 43 6.18 1.34 6.66 Tuesday 44 6.56 1.42 6.97 Tuesday 45 6.44 1.39 6.80 Tuesday 46 6.05 1.31 6.31 Tuesday 47 5.14 1.11 5.03 Wednesday 48 3.93 0.85 3.38 Wednesday 49 2.90 0.63 2.31 Wednesday 50 2.22 0.48 1.55 Wednesday 51 1.85 0.40 1.25 Wednesday 52 1.72 0.37 1.09 Wednesday 53 1.76 0.38 1.13 Wednesday 54 2.35 0.51 2.03 Wednesday 55 4.26 0.92 4.85 Wednesday 56 6.09 1.32 6.63 Wednesday 57 6.00 1.30 6.13 Wednesday 58 5.53 1.20 5.76 Wednesday 59 5.41 1.17 5.68 Wednesday 60 5.23 1.13 5.38 Wednesday 61 5.06 1.10 5.17 Wednesday 62 4.93 1.07 4.91 Wednesday 63 4.81 1.04 4.75 Wednesday 64 4.72 1.02 4.68 Wednesday 65 4.98 1.08 5.19 Wednesday 66 5.56 1.20 5.91 Wednesday 67 6.18 1.34 6.66 Wednesday 68 6.56 1.42 6.97 Wednesday 69 6.44 1.39 6.80 Wednesday 70 6.05 1.31 6.31 Wednesday 71 5.14 1.11 5.03 Thursday 72 3.93 0.85 3.38 Thursday 73 2.90 0.63 2.31 Thursday 74 2.22 0.48 1.55 Thursday 75 1.85 0.40 1.25 Thursday 76 1.72 0.37 1.09 Thursday 77 1.76 0.38 1.13 Thursday 78 2.35 0.51 2.03 Thursday 79 4.26 0.92 4.85 Thursday 80 6.09 1.32 6.63 Thursday 81 6.00 1.30 6.13 Thursday 82 5.53 1.20 5.76 Thursday 83 5.41 1.17 5.68 Thursday 84 5.23 1.13 5.38 Thursday 85 5.06 1.10 5.17 Thursday 86 4.93 1.07 4.91 Thursday 87 4.81 1.04 4.75 Thursday 88 4.72 1.02 4.68 Thursday 89 4.98 1.08 5.19 Thursday 90 5.56 1.20 5.91 Thursday 91 6.18 1.34 6.66 Thursday 92 6.56 1.42 6.97 Thursday 93 6.44 1.39 6.80 Thursday 94 6.05 1.31 6.31 Thursday 95 5.14 1.11 5.03 Friday 96 3.93 0.85 3.38 Friday 97 2.90 0.63 2.31 Friday 98 2.22 0.48 1.55 Friday 99 1.85 0.40 1.25 Friday 100 1.72 0.37 1.09 Friday 101 1.76 0.38 1.13 Friday 102 2.35 0.51 2.03 Friday 103 4.26 0.92 4.85 Friday 104 6.09 1.32 6.63 Friday 105 6.00 1.30 6.13 Friday 106 5.53 1.20 5.76 Friday 107 5.41 1.17 5.68 Friday 108 5.23 1.13 5.38 Friday 109 5.06 1.10 5.17 Friday 110 4.93 1.07 4.91 Friday 111 4.81 1.04 4.75 Friday 112 4.72 1.02 4.68 Friday 113 4.98 1.08 5.19 Friday 114 5.56 1.20 5.91 Friday 115 6.18 1.34 6.66 Friday 116 6.56 1.42 6.97 Friday 117 6.44 1.39 6.80 Friday 118 6.05 1.31 6.31 Friday 119 5.14 1.11 5.03 Saturday 120 3.87 0.68 3.38 Saturday 121 3.12 0.53 2.55 Saturday 122 2.45 0.44 1.83 Saturday 123 2.05 0.38 1.40 Saturday 124 1.77 0.36 1.16 Saturday 125 1.68 0.38 1.09 Saturday 126 1.78 0.48 1.19 Saturday 127 2.23 0.78 1.89 Saturday 128 3.59 1.20 3.94 Saturday 129 5.54 1.48 6.21 Saturday 130 6.86 1.57 7.50 Saturday 131 7.28 1.53 7.69 Saturday 132 7.09 1.47 7.39 Saturday 133 6.82 1.40 7.10 Saturday 134 6.47 1.34 6.75 Saturday 135 6.21 1.30 6.43 Saturday 136 6.02 1.26 6.16 Saturday 137 5.83 1.26 5.99 Saturday 138 5.84 1.29 6.04 Saturday 139 5.96 1.29 6.22 Saturday 140 5.97 1.24 6.19 Saturday 141 5.75 1.16 5.95 Saturday 142 5.38 1.01 5.40 Saturday 143 4.68 0.84 4.50 Sunday 144 3.87 0.68 3.41 Sunday 145 3.12 0.53 2.55 Sunday 146 2.45 0.44 1.83 Sunday 147 2.05 0.38 1.40 Sunday 148 1.77 0.36 1.16 Sunday 149 1.68 0.38 1.09 Sunday 150 1.78 0.48 1.19 Sunday 151 2.23 0.78 1.89 Sunday 152 3.59 1.20 3.94 Sunday 153 5.54 1.48 6.21 Sunday 154 6.86 1.57 7.50 Sunday 155 7.28 1.53 7.69 Sunday 156 7.09 1.47 7.39 Sunday 157 6.82 1.40 7.10 Sunday 158 6.47 1.34 6.75 Sunday 159 6.21 1.30 6.43 Sunday 160 6.02 1.26 6.16 Sunday 161 5.83 1.26 5.99 Sunday 162 5.84 1.29 6.04 Sunday 163 5.96 1.29 6.22 Sunday 164 5.97 1.24 6.19 Sunday 165 5.75 1.16 5.95 Sunday 166 5.38 1.01 5.40 Sunday 167 4.68 0.84 4.50 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 1 2 3 4 5 6 7 8 9 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 8.18 7.44 7.97 0 0.82 0.81 0.82 0 0.83 0.80 0.82 1 6.42 6.32 6.39 1 0.63 0.67 0.64 1 0.64 0.65 0.64 2 4.93 5.18 5.00 2 0.50 0.55 0.52 2 0.51 0.54 0.52 3 3.92 4.26 4.02 3 0.42 0.46 0.43 3 0.43 0.45 0.43 4 3.30 3.57 3.38 4 0.38 0.41 0.39 4 0.38 0.40 0.39 5 2.96 3.16 3.02 5 0.40 0.38 0.40 5 0.40 0.38 0.40 6 3.12 2.99 3.08 6 0.58 0.42 0.53 6 0.58 0.41 0.53 7 4.50 3.25 4.14 7 1.00 0.57 0.87 7 1.00 0.56 0.87 8 7.76 4.40 6.80 8 1.30 0.88 1.18 8 1.31 0.87 1.18 9 10.16 6.87 9.22 9 1.35 1.24 1.32 9 1.35 1.22 1.32 10 10.48 9.66 10.25 10 1.25 1.48 1.32 10 1.26 1.45 1.32 11 9.75 11.50 10.25 11 1.22 1.53 1.30 11 1.22 1.50 1.30 12 9.47 11.89 10.16 12 1.17 1.47 1.26 12 1.18 1.45 1.26 13 9.12 11.49 9.80 13 1.13 1.42 1.21 13 1.14 1.40 1.21 14 8.79 11.07 9.44 14 1.10 1.34 1.17 14 1.10 1.32 1.17 15 8.54 10.42 9.08 15 1.08 1.30 1.14 15 1.08 1.28 1.14 16 8.39 10.15 8.90 16 1.06 1.25 1.11 16 1.07 1.23 1.11 17 8.25 9.75 8.68 17 1.10 1.25 1.14 17 1.10 1.23 1.14 18 8.55 9.72 8.88 18 1.18 1.24 1.20 18 1.19 1.22 1.20 19 9.19 9.65 9.32 19 1.27 1.25 1.26 19 1.28 1.23 1.26 20 9.89 9.73 9.84 20 1.34 1.25 1.32 20 1.35 1.23 1.32 21 10.46 9.76 10.26 21 1.31 1.20 1.28 21 1.32 1.18 1.28 22 10.20 9.34 9.95 22 1.21 1.10 1.18 22 1.22 1.08 1.18 23 9.43 8.60 9.19 23 1.05 0.95 1.02 23 1.06 0.94 1.02 Average 7.74 7.92 7.79 Total 23.84 24.40 24.00 Total 24.00 24.00 24.00 Average 0.99 1.02 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 8.18 0.82 7.79 1.02 0.83 0.80 Monday 1 6.42 0.63 0.01 0.99 0.64 0.65 Monday 2 4.93 0.50 0.01 0.99 0.51 0.54 Monday 3 3.92 0.42 0.01 0.99 0.43 0.45 Monday 4 3.30 0.38 0.06 0.99 0.38 0.40 Monday 5 2.96 0.40 1.24 0.99 0.40 0.38 Monday 6 3.12 0.58 1.50 1.02 0.58 0.41 Monday 7 4.50 1.00 1.66 1.00 0.56 Monday 8 7.76 1.30 2.57 1.31 0.87 Monday 9 10.16 1.35 11.10 1.35 1.22 Monday 10 10.48 1.25 11.26 1.26 1.45 Monday 11 9.75 1.22 10.12 1.22 1.50 Monday 12 9.47 1.17 9.55 1.18 1.45 Monday 13 9.12 1.13 9.20 1.14 1.40 Monday 14 8.79 1.10 8.83 1.10 1.32 Monday 15 8.54 1.08 8.50 1.08 1.28 Monday 16 8.39 1.06 8.26 1.07 1.23 Monday 17 8.25 1.10 8.18 1.10 1.23 Monday 18 8.55 1.18 8.46 1.19 1.22 Monday 19 9.19 1.27 9.28 1.28 1.23 Monday 20 9.89 1.34 10.17 1.35 1.23 Monday 21 10.46 1.31 10.57 1.32 1.18 Monday 22 10.20 1.21 10.46 1.22 1.08 Monday 23 9.43 1.05 9.84 1.06 0.94 Tuesday 24 8.18 0.82 8.56 Tuesday 25 6.42 0.63 6.97 Tuesday 26 4.93 0.50 5.31 Tuesday 27 3.92 0.42 4.01 Tuesday 28 3.30 0.38 3.17 Tuesday 29 2.96 0.40 2.82 Tuesday 30 3.12 0.58 2.67 Tuesday 31 4.50 1.00 2.86 Tuesday 32 7.76 1.30 5.12 Tuesday 33 10.16 1.35 11.12 Tuesday 34 10.48 1.25 11.26 Tuesday 35 9.75 1.22 10.12 Tuesday 36 9.47 1.17 9.55 Tuesday 37 9.12 1.13 9.20 Max Min Ave Max Min Ave Tuesday 38 8.79 1.10 8.84 FM Data 10.48 2.96 7.74 11.89 2.99 7.92 Tuesday 39 8.54 1.08 8.50 Model 11.27 2.67 7.72 12.45 2.76 7.97 Tuesday 40 8.39 1.06 8.26 Diff 0.78 (0.29) (0.02) 0.55 (0.23) 0.05 Tuesday 41 8.25 1.10 8.18 % Diff 7%-10%0%5%-8%1%Tuesday 42 8.55 1.18 8.46 Tuesday 43 9.19 1.27 9.28 Tuesday 44 9.89 1.34 10.17 Tuesday 45 10.46 1.31 10.58 Tuesday 46 10.20 1.21 10.47 Tuesday 47 9.43 1.05 9.84 Wednesday 48 8.18 0.82 8.56 Wednesday 49 6.42 0.63 6.97 Wednesday 50 4.93 0.50 5.31 Wednesday 51 3.92 0.42 4.01 Wednesday 52 3.30 0.38 3.17 Wednesday 53 2.96 0.40 2.82 Wednesday 54 3.12 0.58 2.67 Wednesday 55 4.50 1.00 2.86 Wednesday 56 7.76 1.30 5.12 Wednesday 57 10.16 1.35 11.12 Wednesday 58 10.48 1.25 11.27 Wednesday 59 9.75 1.22 10.12 Wednesday 60 9.47 1.17 9.55 Wednesday 61 9.12 1.13 9.20 Wednesday 62 8.79 1.10 8.84 Wednesday 63 8.54 1.08 8.50 Wednesday 64 8.39 1.06 8.26 Wednesday 65 8.25 1.10 8.18 Wednesday 66 8.55 1.18 8.45 Wednesday 67 9.19 1.27 9.28 Wednesday 68 9.89 1.34 10.17 Wednesday 69 10.46 1.31 10.58 Wednesday 70 10.20 1.21 10.47 Wednesday 71 9.43 1.05 9.84 Thursday 72 8.18 0.82 8.56 Thursday 73 6.42 0.63 6.97 Thursday 74 4.93 0.50 5.31 Thursday 75 3.92 0.42 4.01 Thursday 76 3.30 0.38 3.17 Thursday 77 2.96 0.40 2.82 Thursday 78 3.12 0.58 2.67 Thursday 79 4.50 1.00 2.86 Thursday 80 7.76 1.30 5.12 Thursday 81 10.16 1.35 11.12 Thursday 82 10.48 1.25 11.27 Thursday 83 9.75 1.22 10.12 Thursday 84 9.47 1.17 9.55 Thursday 85 9.12 1.13 9.20 Thursday 86 8.79 1.10 8.84 Thursday 87 8.54 1.08 8.50 Thursday 88 8.39 1.06 8.26 Thursday 89 8.25 1.10 8.18 Thursday 90 8.55 1.18 8.45 Thursday 91 9.19 1.27 9.28 Thursday 92 9.89 1.34 10.17 Thursday 93 10.46 1.31 10.58 Thursday 94 10.20 1.21 10.47 Thursday 95 9.43 1.05 9.84 Friday 96 8.18 0.82 8.56 Friday 97 6.42 0.63 6.97 Friday 98 4.93 0.50 5.30 Friday 99 3.92 0.42 4.01 Friday 100 3.30 0.38 3.16 Friday 101 2.96 0.40 2.82 Friday 102 3.12 0.58 2.67 Friday 103 4.50 1.00 2.86 Friday 104 7.76 1.30 5.12 Friday 105 10.16 1.35 11.12 Friday 106 10.48 1.25 11.27 Friday 107 9.75 1.22 10.12 Friday 108 9.47 1.17 9.55 Friday 109 9.12 1.13 9.20 Friday 110 8.79 1.10 8.84 Friday 111 8.54 1.08 8.50 Friday 112 8.39 1.06 8.26 Friday 113 8.25 1.10 8.18 Friday 114 8.55 1.18 8.45 Friday 115 9.19 1.27 9.28 Friday 116 9.89 1.34 10.17 Friday 117 10.46 1.31 10.58 Friday 118 10.20 1.21 10.47 Friday 119 9.43 1.05 9.84 Saturday 120 7.44 0.81 8.56 Saturday 121 6.32 0.67 6.96 Saturday 122 5.18 0.55 5.32 Saturday 123 4.26 0.46 4.30 Saturday 124 3.57 0.41 3.58 Saturday 125 3.16 0.38 3.11 Saturday 126 2.99 0.42 2.82 Saturday 127 3.25 0.57 2.76 Saturday 128 4.40 0.88 3.08 Saturday 129 6.87 1.24 4.81 Saturday 130 9.66 1.48 9.91 Saturday 131 11.50 1.53 12.39 Saturday 132 11.89 1.47 12.45 Saturday 133 11.49 1.42 11.86 Saturday 134 11.07 1.34 11.26 Saturday 135 10.42 1.30 10.72 Saturday 136 10.15 1.25 10.17 Saturday 137 9.75 1.25 9.79 Saturday 138 9.72 1.24 9.57 Saturday 139 9.65 1.25 9.61 Saturday 140 9.73 1.25 9.81 Saturday 141 9.76 1.20 9.86 Saturday 142 9.34 1.10 9.63 Saturday 143 8.60 0.95 8.98 Sunday 144 7.44 0.81 7.89 Sunday 145 6.32 0.67 6.41 Sunday 146 5.18 0.55 5.06 Sunday 147 4.26 0.46 4.22 Sunday 148 3.57 0.41 3.58 Sunday 149 3.16 0.38 3.11 Sunday 150 2.99 0.42 2.82 Sunday 151 3.25 0.57 2.76 Sunday 152 4.40 0.88 3.08 Sunday 153 6.87 1.24 4.81 Sunday 154 9.66 1.48 9.91 Sunday 155 11.50 1.53 12.39 Sunday 156 11.89 1.47 12.45 Sunday 157 11.49 1.42 11.86 Sunday 158 11.07 1.34 11.26 Sunday 159 10.42 1.30 10.72 Sunday 160 10.15 1.25 10.17 Sunday 161 9.75 1.25 9.80 Sunday 162 9.72 1.24 9.57 Sunday 163 9.65 1.25 9.61 Sunday 164 9.73 1.25 9.81 Sunday 165 9.76 1.20 9.86 Sunday 166 9.34 1.10 9.63 Sunday 167 8.60 0.95 8.98 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 2 4 6 8 10 12 14 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0 2 4 6 8 10 12 14 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 5.70 5.43 5.62 0 0.76 0.77 0.76 0 0.76 0.76 0.76 1 4.60 4.65 4.61 1 0.61 0.65 0.62 1 0.61 0.64 0.62 2 3.69 3.94 3.76 2 0.51 0.54 0.52 2 0.51 0.53 0.52 3 3.09 3.27 3.14 3 0.46 0.48 0.46 3 0.46 0.47 0.46 4 2.79 2.89 2.82 4 0.45 0.46 0.45 4 0.45 0.45 0.45 5 2.72 2.76 2.73 5 0.50 0.45 0.48 5 0.50 0.45 0.48 6 3.02 2.76 2.94 6 0.76 0.52 0.69 6 0.76 0.52 0.69 7 4.61 3.18 4.20 7 1.14 0.73 1.03 7 1.15 0.72 1.03 8 6.94 4.44 6.23 8 1.34 1.03 1.25 8 1.34 1.02 1.25 9 8.10 6.26 7.57 9 1.28 1.31 1.29 9 1.28 1.30 1.29 10 7.74 7.97 7.81 10 1.23 1.45 1.29 10 1.23 1.44 1.29 11 7.45 8.82 7.84 11 1.21 1.47 1.28 11 1.22 1.45 1.28 12 7.35 8.89 7.79 12 1.17 1.41 1.24 12 1.17 1.40 1.24 13 7.10 8.57 7.52 13 1.15 1.35 1.21 13 1.16 1.34 1.21 14 7.01 8.22 7.35 14 1.09 1.30 1.15 14 1.10 1.28 1.15 15 6.64 7.86 6.99 15 1.08 1.24 1.13 15 1.08 1.23 1.13 16 6.55 7.55 6.83 16 1.08 1.19 1.11 16 1.09 1.17 1.11 17 6.56 7.19 6.74 17 1.11 1.17 1.13 17 1.12 1.16 1.13 18 6.76 7.10 6.86 18 1.19 1.19 1.19 18 1.19 1.18 1.19 19 7.20 7.23 7.21 19 1.25 1.22 1.25 19 1.26 1.21 1.25 20 7.61 7.42 7.56 20 1.26 1.22 1.25 20 1.26 1.21 1.25 21 7.63 7.41 7.57 21 1.22 1.17 1.21 21 1.23 1.15 1.21 22 7.42 7.08 7.32 22 1.11 1.05 1.09 22 1.11 1.04 1.09 23 6.72 6.35 6.61 23 0.94 0.89 0.93 23 0.94 0.88 0.93 Average 6.04 6.13 6.07 Total 23.90 24.26 24.00 Total 24.00 24.00 24.00 Average 1.00 1.01 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 5.70 0.76 6.07 1.01 0.76 0.76 Monday 1 4.60 0.61 - 1.00 0.61 0.64 Monday 2 3.69 0.51 2.71 1.00 0.51 0.53 Monday 3 3.09 0.46 2.38 1.00 0.46 0.47 Monday 4 2.79 0.45 2.20 1.00 0.45 0.45 Monday 5 2.72 0.50 2.22 1.00 0.50 0.45 Monday 6 3.02 0.76 3.32 1.01 0.76 0.52 Monday 7 4.61 1.14 5.69 1.15 0.72 Monday 8 6.94 1.34 8.97 1.34 1.02 Monday 9 8.10 1.28 9.06 1.28 1.30 Monday 10 7.74 1.23 7.72 1.23 1.44 Monday 11 7.45 1.21 7.18 1.22 1.45 Monday 12 7.35 1.17 7.15 1.17 1.40 Monday 13 7.10 1.15 6.88 1.16 1.34 Monday 14 7.01 1.09 6.75 1.10 1.28 Monday 15 6.64 1.08 6.55 1.08 1.23 Monday 16 6.55 1.08 6.33 1.09 1.17 Monday 17 6.56 1.11 6.69 1.12 1.16 Monday 18 6.76 1.19 7.17 1.19 1.18 Monday 19 7.20 1.25 7.71 1.26 1.21 Monday 20 7.61 1.26 8.01 1.26 1.21 Monday 21 7.63 1.22 7.93 1.23 1.15 Monday 22 7.42 1.11 7.24 1.11 1.04 Monday 23 6.72 0.94 6.11 0.94 0.88 Tuesday 24 5.70 0.76 4.81 Tuesday 25 4.60 0.61 3.69 Tuesday 26 3.69 0.51 2.88 Tuesday 27 3.09 0.46 2.53 Tuesday 28 2.79 0.45 2.49 Tuesday 29 2.72 0.50 2.58 Tuesday 30 3.02 0.76 3.33 Tuesday 31 4.61 1.14 5.70 Tuesday 32 6.94 1.34 8.97 Tuesday 33 8.10 1.28 9.06 Tuesday 34 7.74 1.23 7.72 Tuesday 35 7.45 1.21 7.18 Tuesday 36 7.35 1.17 7.15 Tuesday 37 7.10 1.15 6.88 Max Min Ave Max Min Ave Tuesday 38 7.01 1.09 6.76 FM Data 8.10 2.72 6.04 8.89 2.76 6.13 Tuesday 39 6.64 1.08 6.55 Model 9.06 2.49 6.06 9.13 2.66 6.07 Tuesday 40 6.55 1.08 6.33 Diff 0.96 (0.23) 0.02 0.24 (0.10) (0.06) Tuesday 41 6.56 1.11 6.69 % Diff 12%-9%0%3%-4%-1%Tuesday 42 6.76 1.19 7.17 Tuesday 43 7.20 1.25 7.71 Tuesday 44 7.61 1.26 8.01 Tuesday 45 7.63 1.22 7.93 Tuesday 46 7.42 1.11 7.24 Tuesday 47 6.72 0.94 6.11 Wednesday 48 5.70 0.76 4.81 Wednesday 49 4.60 0.61 3.69 Wednesday 50 3.69 0.51 2.88 Wednesday 51 3.09 0.46 2.53 Wednesday 52 2.79 0.45 2.49 Wednesday 53 2.72 0.50 2.58 Wednesday 54 3.02 0.76 3.33 Wednesday 55 4.61 1.14 5.70 Wednesday 56 6.94 1.34 8.97 Wednesday 57 8.10 1.28 9.06 Wednesday 58 7.74 1.23 7.72 Wednesday 59 7.45 1.21 7.18 Wednesday 60 7.35 1.17 7.15 Wednesday 61 7.10 1.15 6.88 Wednesday 62 7.01 1.09 6.76 Wednesday 63 6.64 1.08 6.55 Wednesday 64 6.55 1.08 6.33 Wednesday 65 6.56 1.11 6.69 Wednesday 66 6.76 1.19 7.17 Wednesday 67 7.20 1.25 7.71 Wednesday 68 7.61 1.26 8.01 Wednesday 69 7.63 1.22 7.93 Wednesday 70 7.42 1.11 7.24 Wednesday 71 6.72 0.94 6.11 Thursday 72 5.70 0.76 4.81 Thursday 73 4.60 0.61 3.69 Thursday 74 3.69 0.51 2.88 Thursday 75 3.09 0.46 2.53 Thursday 76 2.79 0.45 2.49 Thursday 77 2.72 0.50 2.58 Thursday 78 3.02 0.76 3.33 Thursday 79 4.61 1.14 5.70 Thursday 80 6.94 1.34 8.97 Thursday 81 8.10 1.28 9.06 Thursday 82 7.74 1.23 7.72 Thursday 83 7.45 1.21 7.18 Thursday 84 7.35 1.17 7.15 Thursday 85 7.10 1.15 6.88 Thursday 86 7.01 1.09 6.76 Thursday 87 6.64 1.08 6.55 Thursday 88 6.55 1.08 6.33 Thursday 89 6.56 1.11 6.69 Thursday 90 6.76 1.19 7.17 Thursday 91 7.20 1.25 7.71 Thursday 92 7.61 1.26 8.01 Thursday 93 7.63 1.22 7.93 Thursday 94 7.42 1.11 7.24 Thursday 95 6.72 0.94 6.11 Friday 96 5.70 0.76 4.81 Friday 97 4.60 0.61 3.69 Friday 98 3.69 0.51 2.88 Friday 99 3.09 0.46 2.53 Friday 100 2.79 0.45 2.49 Friday 101 2.72 0.50 2.58 Friday 102 3.02 0.76 3.33 Friday 103 4.61 1.14 5.70 Friday 104 6.94 1.34 8.97 Friday 105 8.10 1.28 9.06 Friday 106 7.74 1.23 7.72 Friday 107 7.45 1.21 7.18 Friday 108 7.35 1.17 7.15 Friday 109 7.10 1.15 6.88 Friday 110 7.01 1.09 6.76 Friday 111 6.64 1.08 6.55 Friday 112 6.55 1.08 6.33 Friday 113 6.56 1.11 6.69 Friday 114 6.76 1.19 7.17 Friday 115 7.20 1.25 7.71 Friday 116 7.61 1.26 8.01 Friday 117 7.63 1.22 7.93 Friday 118 7.42 1.11 7.24 Friday 119 6.72 0.94 6.11 Saturday 120 5.43 0.77 4.81 Saturday 121 4.65 0.65 4.66 Saturday 122 3.94 0.54 3.90 Saturday 123 3.27 0.48 3.27 Saturday 124 2.89 0.46 2.81 Saturday 125 2.76 0.45 2.66 Saturday 126 2.76 0.52 2.68 Saturday 127 3.18 0.73 2.87 Saturday 128 4.44 1.03 3.78 Saturday 129 6.26 1.31 5.88 Saturday 130 7.97 1.45 7.95 Saturday 131 8.82 1.47 9.13 Saturday 132 8.89 1.41 9.08 Saturday 133 8.57 1.35 8.69 Saturday 134 8.22 1.30 8.18 Saturday 135 7.86 1.24 7.83 Saturday 136 7.55 1.19 7.48 Saturday 137 7.19 1.17 7.24 Saturday 138 7.10 1.19 7.06 Saturday 139 7.23 1.22 7.16 Saturday 140 7.42 1.22 7.38 Saturday 141 7.41 1.17 7.42 Saturday 142 7.08 1.05 7.24 Saturday 143 6.35 0.89 6.62 Sunday 144 5.43 0.77 5.62 Sunday 145 4.65 0.65 4.73 Sunday 146 3.94 0.54 3.93 Sunday 147 3.27 0.48 3.27 Sunday 148 2.89 0.46 2.81 Sunday 149 2.76 0.45 2.66 Sunday 150 2.76 0.52 2.68 Sunday 151 3.18 0.73 2.87 Sunday 152 4.44 1.03 3.78 Sunday 153 6.26 1.31 5.88 Sunday 154 7.97 1.45 7.95 Sunday 155 8.82 1.47 9.13 Sunday 156 8.89 1.41 9.08 Sunday 157 8.57 1.35 8.69 Sunday 158 8.22 1.30 8.18 Sunday 159 7.86 1.24 7.83 Sunday 160 7.55 1.19 7.48 Sunday 161 7.19 1.17 7.24 Sunday 162 7.10 1.19 7.06 Sunday 163 7.23 1.22 7.17 Sunday 164 7.42 1.22 7.38 Sunday 165 7.41 1.17 7.42 Sunday 166 7.08 1.05 7.24 Sunday 167 6.35 0.89 6.62 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0 1 2 3 4 5 6 7 8 9 10 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 2 3 4 5 6 7 8 9 10 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 2.34 2.28 2.33 0 0.58 0.59 0.58 0 0.57 0.64 0.58 1 1.77 1.81 1.78 1 0.45 0.47 0.45 1 0.44 0.50 0.45 2 1.37 1.42 1.38 2 0.38 0.39 0.38 2 0.37 0.42 0.38 3 1.16 1.19 1.17 3 0.35 0.34 0.35 3 0.34 0.37 0.35 4 1.06 1.05 1.06 4 0.37 0.31 0.35 4 0.36 0.33 0.35 5 1.13 0.94 1.07 5 0.56 0.35 0.50 5 0.55 0.38 0.50 6 1.71 1.07 1.53 6 1.05 0.48 0.89 6 1.03 0.51 0.89 7 3.21 1.45 2.71 7 1.47 0.81 1.28 7 1.43 0.87 1.28 8 4.49 2.46 3.91 8 1.46 1.20 1.39 8 1.42 1.29 1.39 9 4.45 3.66 4.22 9 1.40 1.41 1.41 9 1.36 1.52 1.41 10 4.27 4.31 4.28 10 1.36 1.47 1.39 10 1.33 1.58 1.39 11 4.15 4.49 4.25 11 1.33 1.40 1.35 11 1.29 1.51 1.35 12 4.04 4.27 4.11 12 1.28 1.34 1.30 12 1.25 1.44 1.30 13 3.91 4.08 3.95 13 1.23 1.24 1.23 13 1.20 1.33 1.23 14 3.76 3.77 3.76 14 1.20 1.17 1.19 14 1.17 1.26 1.19 15 3.65 3.58 3.63 15 1.16 1.12 1.15 15 1.13 1.20 1.15 16 3.52 3.41 3.49 16 1.15 1.10 1.14 16 1.12 1.18 1.14 17 3.51 3.36 3.46 17 1.18 1.10 1.15 17 1.15 1.18 1.15 18 3.58 3.35 3.52 18 1.24 1.13 1.21 18 1.20 1.21 1.21 19 3.76 3.45 3.67 19 1.28 1.14 1.24 19 1.24 1.22 1.24 20 3.89 3.47 3.77 20 1.26 1.11 1.22 20 1.22 1.20 1.22 21 3.82 3.39 3.70 21 1.16 1.03 1.12 21 1.13 1.11 1.12 22 3.52 3.14 3.41 22 0.99 0.89 0.96 22 0.96 0.95 0.96 23 3.01 2.71 2.92 23 0.77 0.75 0.76 23 0.75 0.80 0.76 Average 3.13 2.84 3.05 Total 24.66 22.36 24.00 Total 24.00 24.00 24.00 Average 1.03 0.93 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 2.34 0.58 3.05 0.93 0.57 0.64 Monday 1 1.77 0.45 0.00 1.03 0.44 0.50 Monday 2 1.37 0.38 1.35 1.03 0.37 0.42 Monday 3 1.16 0.35 1.11 1.03 0.34 0.37 Monday 4 1.06 0.37 1.01 1.03 0.36 0.33 Monday 5 1.13 0.56 1.03 1.03 0.55 0.38 Monday 6 1.71 1.05 1.47 0.93 1.03 0.51 Monday 7 3.21 1.47 3.27 1.43 0.87 Monday 8 4.49 1.46 4.58 1.42 1.29 Monday 9 4.45 1.40 4.44 1.36 1.52 Monday 10 4.27 1.36 4.21 1.33 1.58 Monday 11 4.15 1.33 4.10 1.29 1.51 Monday 12 4.04 1.28 4.00 1.25 1.44 Monday 13 3.91 1.23 3.88 1.20 1.33 Monday 14 3.76 1.20 3.73 1.17 1.26 Monday 15 3.65 1.16 3.61 1.13 1.20 Monday 16 3.52 1.15 3.49 1.12 1.18 Monday 17 3.51 1.18 3.49 1.15 1.18 Monday 18 3.58 1.24 3.57 1.20 1.21 Monday 19 3.76 1.28 3.74 1.24 1.22 Monday 20 3.89 1.26 3.89 1.22 1.20 Monday 21 3.82 1.16 3.82 1.13 1.11 Monday 22 3.52 0.99 3.53 0.96 0.95 Monday 23 3.01 0.77 3.03 0.75 0.80 Tuesday 24 2.34 0.58 2.39 Tuesday 25 1.77 0.45 1.84 Tuesday 26 1.37 0.38 1.42 Tuesday 27 1.16 0.35 1.13 Tuesday 28 1.06 0.37 1.02 Tuesday 29 1.13 0.56 1.03 Tuesday 30 1.71 1.05 1.47 Tuesday 31 3.21 1.47 3.27 Tuesday 32 4.49 1.46 4.58 Tuesday 33 4.45 1.40 4.44 Tuesday 34 4.27 1.36 4.21 Tuesday 35 4.15 1.33 4.10 Tuesday 36 4.04 1.28 4.00 Tuesday 37 3.91 1.23 3.88 Max Min Ave Max Min Ave Tuesday 38 3.76 1.20 3.73 FM Data 4.49 1.06 3.13 4.49 0.94 2.84 Tuesday 39 3.65 1.16 3.61 Model 4.58 1.02 3.11 4.59 0.93 2.91 Tuesday 40 3.52 1.15 3.49 Diff 0.09 (0.04) (0.02) 0.10 (0.01) 0.07 Tuesday 41 3.51 1.18 3.49 % Diff 2%-4%-1%2%-1%2%Tuesday 42 3.58 1.24 3.57 Tuesday 43 3.76 1.28 3.74 Tuesday 44 3.89 1.26 3.89 Tuesday 45 3.82 1.16 3.82 Tuesday 46 3.52 0.99 3.53 Tuesday 47 3.01 0.77 3.03 Wednesday 48 2.34 0.58 2.39 Wednesday 49 1.77 0.45 1.84 Wednesday 50 1.37 0.38 1.42 Wednesday 51 1.16 0.35 1.13 Wednesday 52 1.06 0.37 1.02 Wednesday 53 1.13 0.56 1.03 Wednesday 54 1.71 1.05 1.47 Wednesday 55 3.21 1.47 3.27 Wednesday 56 4.49 1.46 4.58 Wednesday 57 4.45 1.40 4.44 Wednesday 58 4.27 1.36 4.21 Wednesday 59 4.15 1.33 4.10 Wednesday 60 4.04 1.28 4.00 Wednesday 61 3.91 1.23 3.88 Wednesday 62 3.76 1.20 3.73 Wednesday 63 3.65 1.16 3.61 Wednesday 64 3.52 1.15 3.49 Wednesday 65 3.51 1.18 3.49 Wednesday 66 3.58 1.24 3.57 Wednesday 67 3.76 1.28 3.74 Wednesday 68 3.89 1.26 3.89 Wednesday 69 3.82 1.16 3.82 Wednesday 70 3.52 0.99 3.53 Wednesday 71 3.01 0.77 3.03 Thursday 72 2.34 0.58 2.39 Thursday 73 1.77 0.45 1.84 Thursday 74 1.37 0.38 1.42 Thursday 75 1.16 0.35 1.13 Thursday 76 1.06 0.37 1.02 Thursday 77 1.13 0.56 1.03 Thursday 78 1.71 1.05 1.47 Thursday 79 3.21 1.47 3.27 Thursday 80 4.49 1.46 4.58 Thursday 81 4.45 1.40 4.44 Thursday 82 4.27 1.36 4.21 Thursday 83 4.15 1.33 4.10 Thursday 84 4.04 1.28 4.00 Thursday 85 3.91 1.23 3.88 Thursday 86 3.76 1.20 3.73 Thursday 87 3.65 1.16 3.61 Thursday 88 3.52 1.15 3.49 Thursday 89 3.51 1.18 3.49 Thursday 90 3.58 1.24 3.57 Thursday 91 3.76 1.28 3.74 Thursday 92 3.89 1.26 3.89 Thursday 93 3.82 1.16 3.82 Thursday 94 3.52 0.99 3.53 Thursday 95 3.01 0.77 3.03 Friday 96 2.34 0.58 2.39 Friday 97 1.77 0.45 1.84 Friday 98 1.37 0.38 1.42 Friday 99 1.16 0.35 1.13 Friday 100 1.06 0.37 1.02 Friday 101 1.13 0.56 1.03 Friday 102 1.71 1.05 1.47 Friday 103 3.21 1.47 3.27 Friday 104 4.49 1.46 4.58 Friday 105 4.45 1.40 4.44 Friday 106 4.27 1.36 4.21 Friday 107 4.15 1.33 4.10 Friday 108 4.04 1.28 4.00 Friday 109 3.91 1.23 3.88 Friday 110 3.76 1.20 3.73 Friday 111 3.65 1.16 3.61 Friday 112 3.52 1.15 3.49 Friday 113 3.51 1.18 3.49 Friday 114 3.58 1.24 3.57 Friday 115 3.76 1.28 3.74 Friday 116 3.89 1.26 3.89 Friday 117 3.82 1.16 3.82 Friday 118 3.52 0.99 3.53 Friday 119 3.01 0.77 3.03 Saturday 120 2.28 0.59 2.39 Saturday 121 1.81 0.47 1.86 Saturday 122 1.42 0.39 1.47 Saturday 123 1.19 0.34 1.20 Saturday 124 1.05 0.31 1.03 Saturday 125 0.94 0.35 0.93 Saturday 126 1.07 0.48 0.99 Saturday 127 1.45 0.81 1.31 Saturday 128 2.46 1.20 2.63 Saturday 129 3.66 1.41 3.95 Saturday 130 4.31 1.47 4.47 Saturday 131 4.49 1.40 4.59 Saturday 132 4.27 1.34 4.37 Saturday 133 4.08 1.24 4.16 Saturday 134 3.77 1.17 3.85 Saturday 135 3.58 1.12 3.66 Saturday 136 3.41 1.10 3.48 Saturday 137 3.36 1.10 3.41 Saturday 138 3.35 1.13 3.42 Saturday 139 3.45 1.14 3.52 Saturday 140 3.47 1.11 3.55 Saturday 141 3.39 1.03 3.47 Saturday 142 3.14 0.89 3.23 Saturday 143 2.71 0.75 2.79 Sunday 144 2.28 0.59 2.25 Sunday 145 1.81 0.47 1.81 Sunday 146 1.42 0.39 1.46 Sunday 147 1.19 0.34 1.20 Sunday 148 1.05 0.31 1.03 Sunday 149 0.94 0.35 0.93 Sunday 150 1.07 0.48 0.99 Sunday 151 1.45 0.81 1.31 Sunday 152 2.46 1.20 2.63 Sunday 153 3.66 1.41 3.95 Sunday 154 4.31 1.47 4.47 Sunday 155 4.49 1.40 4.59 Sunday 156 4.27 1.34 4.37 Sunday 157 4.08 1.24 4.16 Sunday 158 3.77 1.17 3.85 Sunday 159 3.58 1.12 3.66 Sunday 160 3.41 1.10 3.48 Sunday 161 3.36 1.10 3.41 Sunday 162 3.35 1.13 3.42 Sunday 163 3.45 1.14 3.52 Sunday 164 3.47 1.11 3.55 Sunday 165 3.39 1.03 3.47 Sunday 166 3.14 0.89 3.23 Sunday 167 2.71 0.75 2.79 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern EWA Meter V1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 3.70 3.85 3.74 0 0.55 0.59 0.56 0 0.55 0.58 0.56 1 2.72 2.92 2.78 1 0.40 0.42 0.41 1 0.41 0.41 0.41 2 2.01 2.07 2.02 2 0.38 0.39 0.38 2 0.38 0.38 0.38 3 1.89 1.94 1.90 3 0.32 0.33 0.33 3 0.33 0.33 0.33 4 1.61 1.64 1.62 4 0.37 0.37 0.37 4 0.37 0.37 0.37 5 1.82 1.84 1.83 5 0.49 0.37 0.45 5 0.49 0.36 0.45 6 2.42 1.82 2.25 6 1.10 0.55 0.94 6 1.11 0.54 0.94 7 5.46 2.71 4.67 7 1.56 1.02 1.40 7 1.57 1.00 1.40 8 7.71 5.05 6.95 8 1.47 1.44 1.46 8 1.48 1.42 1.46 9 7.30 7.15 7.26 9 1.39 1.60 1.45 9 1.40 1.58 1.45 10 6.91 7.95 7.21 10 1.30 1.61 1.39 10 1.31 1.58 1.39 11 6.43 7.96 6.87 11 1.17 1.51 1.27 11 1.18 1.49 1.27 12 5.82 7.50 6.30 12 1.12 1.43 1.21 12 1.13 1.41 1.21 13 5.58 7.11 6.01 13 1.07 1.34 1.15 13 1.08 1.32 1.15 14 5.32 6.66 5.70 14 1.04 1.27 1.11 14 1.05 1.25 1.11 15 5.18 6.28 5.49 15 1.03 1.22 1.08 15 1.04 1.20 1.08 16 5.10 6.04 5.37 16 1.05 1.19 1.09 16 1.06 1.17 1.09 17 5.20 5.88 5.39 17 1.14 1.23 1.17 17 1.15 1.21 1.17 18 5.68 6.11 5.80 18 1.30 1.25 1.28 18 1.30 1.23 1.28 19 6.42 6.19 6.36 19 1.34 1.28 1.32 19 1.35 1.25 1.32 20 6.66 6.32 6.57 20 1.31 1.19 1.27 20 1.32 1.17 1.27 21 6.48 5.90 6.31 21 1.19 1.10 1.16 21 1.20 1.08 1.16 22 5.89 5.43 5.76 22 0.98 0.94 0.97 22 0.99 0.92 0.97 23 4.88 4.64 4.81 23 0.75 0.78 0.76 23 0.75 0.76 0.76 Average 4.92 5.04 4.96 Total 23.84 24.40 24.00 Total 24.00 24.00 24.00 Average 0.99 1.02 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 3.70 0.55 4.96 1.02 0.55 0.58 Monday 1 2.72 0.40 2.36 0.99 0.41 0.41 Monday 2 2.01 0.38 1.93 0.99 0.38 0.38 Monday 3 1.89 0.32 1.70 0.99 0.33 0.33 Monday 4 1.61 0.37 1.64 0.99 0.37 0.37 Monday 5 1.82 0.49 1.73 0.99 0.49 0.36 Monday 6 2.42 1.10 2.56 1.02 1.11 0.54 Monday 7 5.46 1.56 5.88 1.57 1.00 Monday 8 7.71 1.47 7.53 1.48 1.42 Monday 9 7.30 1.39 6.90 1.40 1.58 Monday 10 6.91 1.30 6.62 1.31 1.58 Monday 11 6.43 1.17 6.15 1.18 1.49 Monday 12 5.82 1.12 5.68 1.13 1.41 Monday 13 5.58 1.07 5.35 1.08 1.32 Monday 14 5.32 1.04 5.06 1.05 1.25 Monday 15 5.18 1.03 4.88 1.04 1.20 Monday 16 5.10 1.05 4.86 1.06 1.17 Monday 17 5.20 1.14 5.04 1.15 1.21 Monday 18 5.68 1.30 5.59 1.30 1.23 Monday 19 6.42 1.34 6.27 1.35 1.25 Monday 20 6.66 1.31 6.50 1.32 1.17 Monday 21 6.48 1.19 6.12 1.20 1.08 Monday 22 5.89 0.98 5.42 0.99 0.92 Monday 23 4.88 0.75 4.39 0.75 0.76 Tuesday 24 3.70 0.55 3.31 Tuesday 25 2.72 0.40 2.40 Tuesday 26 2.01 0.38 1.96 Tuesday 27 1.89 0.32 1.72 Tuesday 28 1.61 0.37 1.66 Tuesday 29 1.82 0.49 1.74 Tuesday 30 2.42 1.10 2.57 Tuesday 31 5.46 1.56 5.90 Tuesday 32 7.71 1.47 7.68 Tuesday 33 7.30 1.39 7.04 Tuesday 34 6.91 1.30 6.62 Tuesday 35 6.43 1.17 6.15 Tuesday 36 5.82 1.12 5.68 Tuesday 37 5.58 1.07 5.35 Max Min Ave Max Min Ave Tuesday 38 5.32 1.04 5.06 FM Data 7.71 1.61 4.92 7.96 1.64 5.04 Tuesday 39 5.18 1.03 4.88 Model 7.68 1.66 4.75 7.84 1.65 4.83 Tuesday 40 5.10 1.05 4.86 Diff (0.03) 0.05 (0.18) (0.12) 0.01 (0.21) Tuesday 41 5.20 1.14 5.04 % Diff 0%3%-4%-2%0%-4%Tuesday 42 5.68 1.30 5.59 Tuesday 43 6.42 1.34 6.27 Tuesday 44 6.66 1.31 6.50 Tuesday 45 6.48 1.19 6.12 Tuesday 46 5.89 0.98 5.42 Tuesday 47 4.88 0.75 4.39 Wednesday 48 3.70 0.55 3.31 Wednesday 49 2.72 0.40 2.40 Wednesday 50 2.01 0.38 1.96 Wednesday 51 1.89 0.32 1.72 Wednesday 52 1.61 0.37 1.66 Wednesday 53 1.82 0.49 1.74 Wednesday 54 2.42 1.10 2.57 Wednesday 55 5.46 1.56 5.90 Wednesday 56 7.71 1.47 7.68 Wednesday 57 7.30 1.39 7.04 Wednesday 58 6.91 1.30 6.62 Wednesday 59 6.43 1.17 6.15 Wednesday 60 5.82 1.12 5.68 Wednesday 61 5.58 1.07 5.35 Wednesday 62 5.32 1.04 5.06 Wednesday 63 5.18 1.03 4.88 Wednesday 64 5.10 1.05 4.86 Wednesday 65 5.20 1.14 5.04 Wednesday 66 5.68 1.30 5.59 Wednesday 67 6.42 1.34 6.27 Wednesday 68 6.66 1.31 6.50 Wednesday 69 6.48 1.19 6.12 Wednesday 70 5.89 0.98 5.42 Wednesday 71 4.88 0.75 4.39 Thursday 72 3.70 0.55 3.31 Thursday 73 2.72 0.40 2.40 Thursday 74 2.01 0.38 1.96 Thursday 75 1.89 0.32 1.72 Thursday 76 1.61 0.37 1.66 Thursday 77 1.82 0.49 1.74 Thursday 78 2.42 1.10 2.57 Thursday 79 5.46 1.56 5.90 Thursday 80 7.71 1.47 7.68 Thursday 81 7.30 1.39 7.04 Thursday 82 6.91 1.30 6.62 Thursday 83 6.43 1.17 6.15 Thursday 84 5.82 1.12 5.68 Thursday 85 5.58 1.07 5.35 Thursday 86 5.32 1.04 5.06 Thursday 87 5.18 1.03 4.88 Thursday 88 5.10 1.05 4.86 Thursday 89 5.20 1.14 5.04 Thursday 90 5.68 1.30 5.59 Thursday 91 6.42 1.34 6.27 Thursday 92 6.66 1.31 6.50 Thursday 93 6.48 1.19 6.12 Thursday 94 5.89 0.98 5.42 Thursday 95 4.88 0.75 4.39 Friday 96 3.70 0.55 3.31 Friday 97 2.72 0.40 2.40 Friday 98 2.01 0.38 1.96 Friday 99 1.89 0.32 1.72 Friday 100 1.61 0.37 1.66 Friday 101 1.82 0.49 1.74 Friday 102 2.42 1.10 2.57 Friday 103 5.46 1.56 5.90 Friday 104 7.71 1.47 7.68 Friday 105 7.30 1.39 7.04 Friday 106 6.91 1.30 6.62 Friday 107 6.43 1.17 6.15 Friday 108 5.82 1.12 5.68 Friday 109 5.58 1.07 5.35 Friday 110 5.32 1.04 5.06 Friday 111 5.18 1.03 4.88 Friday 112 5.10 1.05 4.86 Friday 113 5.20 1.14 5.04 Friday 114 5.68 1.30 5.59 Friday 115 6.42 1.34 6.27 Friday 116 6.66 1.31 6.50 Friday 117 6.48 1.19 6.12 Friday 118 5.89 0.98 5.42 Friday 119 4.88 0.75 4.39 Saturday 120 3.85 0.59 3.31 Saturday 121 2.92 0.42 2.86 Saturday 122 2.07 0.39 2.10 Saturday 123 1.94 0.33 1.83 Saturday 124 1.64 0.37 1.65 Saturday 125 1.84 0.37 1.65 Saturday 126 1.82 0.55 1.90 Saturday 127 2.71 1.02 2.84 Saturday 128 5.05 1.44 5.12 Saturday 129 7.15 1.60 7.26 Saturday 130 7.95 1.61 7.84 Saturday 131 7.96 1.51 7.77 Saturday 132 7.50 1.43 7.28 Saturday 133 7.11 1.34 6.56 Saturday 134 6.66 1.27 6.25 Saturday 135 6.28 1.22 5.96 Saturday 136 6.04 1.19 5.78 Saturday 137 5.88 1.23 5.72 Saturday 138 6.11 1.25 5.98 Saturday 139 6.19 1.28 6.04 Saturday 140 6.32 1.19 5.92 Saturday 141 5.90 1.10 5.50 Saturday 142 5.43 0.94 4.91 Saturday 143 4.64 0.78 4.02 Sunday 144 3.85 0.59 3.29 Sunday 145 2.92 0.42 2.86 Sunday 146 2.07 0.39 2.10 Sunday 147 1.94 0.33 1.83 Sunday 148 1.64 0.37 1.65 Sunday 149 1.84 0.37 1.65 Sunday 150 1.82 0.55 1.90 Sunday 151 2.71 1.02 2.84 Sunday 152 5.05 1.44 5.12 Sunday 153 7.15 1.60 7.26 Sunday 154 7.95 1.61 7.84 Sunday 155 7.96 1.51 7.77 Sunday 156 7.50 1.43 7.28 Sunday 157 7.11 1.34 6.56 Sunday 158 6.66 1.27 6.25 Sunday 159 6.28 1.22 5.96 Sunday 160 6.04 1.19 5.78 Sunday 161 5.88 1.23 5.72 Sunday 162 6.11 1.25 5.98 Sunday 163 6.19 1.28 6.04 Sunday 164 6.32 1.19 5.92 Sunday 165 5.90 1.10 5.50 Sunday 166 5.43 0.94 4.91 Sunday 167 4.64 0.78 4.02 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 1 2 3 4 5 6 7 8 9 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 12C-26 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.04 0.05 0.04 0 0.52 0.55 0.53 0 0.53 0.53 0.53 1 0.04 0.04 0.04 1 0.48 0.52 0.49 1 0.48 0.49 0.49 2 0.03 0.04 0.04 2 0.46 0.47 0.46 2 0.47 0.45 0.46 3 0.03 0.03 0.03 3 0.51 0.47 0.50 3 0.52 0.45 0.50 4 0.04 0.03 0.04 4 0.72 0.53 0.67 4 0.74 0.51 0.67 5 0.05 0.04 0.05 5 1.36 0.70 1.17 5 1.39 0.67 1.17 6 0.10 0.05 0.09 6 1.59 1.09 1.45 6 1.61 1.05 1.45 7 0.12 0.08 0.11 7 1.38 1.48 1.41 7 1.41 1.42 1.41 8 0.10 0.11 0.10 8 1.22 1.62 1.34 8 1.25 1.55 1.34 9 0.09 0.12 0.10 9 1.14 1.54 1.26 9 1.16 1.47 1.26 10 0.08 0.11 0.09 10 1.06 1.46 1.17 10 1.07 1.40 1.17 11 0.08 0.11 0.09 11 0.97 1.33 1.07 11 0.99 1.27 1.07 12 0.07 0.10 0.08 12 0.91 1.22 1.00 12 0.92 1.17 1.00 13 0.07 0.09 0.07 13 0.89 1.21 0.98 13 0.91 1.15 0.98 14 0.06 0.09 0.07 14 0.93 1.24 1.02 14 0.95 1.19 1.02 15 0.07 0.09 0.07 15 0.99 1.27 1.07 15 1.01 1.22 1.07 16 0.07 0.09 0.08 16 1.12 1.24 1.15 16 1.14 1.18 1.15 17 0.08 0.09 0.08 17 1.23 1.26 1.24 17 1.25 1.20 1.24 18 0.09 0.09 0.09 18 1.32 1.23 1.30 18 1.35 1.18 1.30 19 0.10 0.09 0.09 19 1.28 1.21 1.26 19 1.30 1.16 1.26 20 0.09 0.09 0.09 20 1.16 1.07 1.14 20 1.18 1.03 1.14 21 0.08 0.08 0.08 21 1.00 0.96 0.99 21 1.02 0.92 0.99 22 0.07 0.07 0.07 22 0.75 0.77 0.75 22 0.76 0.74 0.75 23 0.05 0.06 0.05 23 0.58 0.62 0.59 23 0.59 0.60 0.59 Average 0.07 0.08 0.07 Total 23.57 25.07 24.00 Total 24.00 24.00 24.00 Average 0.98 1.04 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.04 0.52 0.07 1.04 0.53 0.53 Monday 1 0.04 0.48 0.03 0.98 0.48 0.49 Monday 2 0.03 0.46 0.03 0.98 0.47 0.45 Monday 3 0.03 0.51 0.03 0.98 0.52 0.45 Monday 4 0.04 0.72 0.04 0.98 0.74 0.51 Monday 5 0.05 1.36 0.05 0.98 1.39 0.67 Monday 6 0.10 1.59 0.10 1.04 1.61 1.05 Monday 7 0.12 1.38 0.11 1.41 1.42 Monday 8 0.10 1.22 0.10 1.25 1.55 Monday 9 0.09 1.14 0.09 1.16 1.47 Monday 10 0.08 1.06 0.08 1.07 1.40 Monday 11 0.08 0.97 0.08 0.99 1.27 Monday 12 0.07 0.91 0.07 0.92 1.17 Monday 13 0.07 0.89 0.07 0.91 1.15 Monday 14 0.06 0.93 0.06 0.95 1.19 Monday 15 0.07 0.99 0.07 1.01 1.22 Monday 16 0.07 1.12 0.07 1.14 1.18 Monday 17 0.08 1.23 0.08 1.25 1.20 Monday 18 0.09 1.32 0.09 1.35 1.18 Monday 19 0.10 1.28 0.10 1.30 1.16 Monday 20 0.09 1.16 0.09 1.18 1.03 Monday 21 0.08 1.00 0.08 1.02 0.92 Monday 22 0.07 0.75 0.07 0.76 0.74 Monday 23 0.05 0.58 0.05 0.59 0.60 Tuesday 24 0.04 0.52 0.04 Tuesday 25 0.04 0.48 0.04 Tuesday 26 0.03 0.46 0.03 Tuesday 27 0.03 0.51 0.03 Tuesday 28 0.04 0.72 0.04 Tuesday 29 0.05 1.36 0.05 Tuesday 30 0.10 1.59 0.10 Tuesday 31 0.12 1.38 0.11 Tuesday 32 0.10 1.22 0.10 Tuesday 33 0.09 1.14 0.09 Tuesday 34 0.08 1.06 0.08 Tuesday 35 0.08 0.97 0.08 Tuesday 36 0.07 0.91 0.07 Tuesday 37 0.07 0.89 0.07 Max Min Ave Max Min Ave Tuesday 38 0.06 0.93 0.06 FM Data 0.12 0.03 0.07 0.12 0.03 0.08 Tuesday 39 0.07 0.99 0.07 Model 0.11 0.03 0.07 0.12 0.03 0.08 Tuesday 40 0.07 1.12 0.07 Diff (0.00) (0.00) (0.00) 0.00 0.00 0.00 Tuesday 41 0.08 1.23 0.08 % Diff -1%0%-1%1%1%1%Tuesday 42 0.09 1.32 0.09 Tuesday 43 0.10 1.28 0.10 Tuesday 44 0.09 1.16 0.09 Tuesday 45 0.08 1.00 0.08 Tuesday 46 0.07 0.75 0.07 Tuesday 47 0.05 0.58 0.05 Wednesday 48 0.04 0.52 0.04 Wednesday 49 0.04 0.48 0.04 Wednesday 50 0.03 0.46 0.03 Wednesday 51 0.03 0.51 0.03 Wednesday 52 0.04 0.72 0.04 Wednesday 53 0.05 1.36 0.05 Wednesday 54 0.10 1.59 0.10 Wednesday 55 0.12 1.38 0.11 Wednesday 56 0.10 1.22 0.10 Wednesday 57 0.09 1.14 0.09 Wednesday 58 0.08 1.06 0.08 Wednesday 59 0.08 0.97 0.08 Wednesday 60 0.07 0.91 0.07 Wednesday 61 0.07 0.89 0.07 Wednesday 62 0.06 0.93 0.06 Wednesday 63 0.07 0.99 0.07 Wednesday 64 0.07 1.12 0.07 Wednesday 65 0.08 1.23 0.08 Wednesday 66 0.09 1.32 0.09 Wednesday 67 0.10 1.28 0.10 Wednesday 68 0.09 1.16 0.09 Wednesday 69 0.08 1.00 0.08 Wednesday 70 0.07 0.75 0.07 Wednesday 71 0.05 0.58 0.05 Thursday 72 0.04 0.52 0.04 Thursday 73 0.04 0.48 0.04 Thursday 74 0.03 0.46 0.03 Thursday 75 0.03 0.51 0.03 Thursday 76 0.04 0.72 0.04 Thursday 77 0.05 1.36 0.05 Thursday 78 0.10 1.59 0.10 Thursday 79 0.12 1.38 0.11 Thursday 80 0.10 1.22 0.10 Thursday 81 0.09 1.14 0.09 Thursday 82 0.08 1.06 0.08 Thursday 83 0.08 0.97 0.08 Thursday 84 0.07 0.91 0.07 Thursday 85 0.07 0.89 0.07 Thursday 86 0.06 0.93 0.06 Thursday 87 0.07 0.99 0.07 Thursday 88 0.07 1.12 0.07 Thursday 89 0.08 1.23 0.08 Thursday 90 0.09 1.32 0.09 Thursday 91 0.10 1.28 0.10 Thursday 92 0.09 1.16 0.09 Thursday 93 0.08 1.00 0.08 Thursday 94 0.07 0.75 0.07 Thursday 95 0.05 0.58 0.05 Friday 96 0.04 0.52 0.04 Friday 97 0.04 0.48 0.04 Friday 98 0.03 0.46 0.03 Friday 99 0.03 0.51 0.03 Friday 100 0.04 0.72 0.04 Friday 101 0.05 1.36 0.05 Friday 102 0.10 1.59 0.10 Friday 103 0.12 1.38 0.11 Friday 104 0.10 1.22 0.10 Friday 105 0.09 1.14 0.09 Friday 106 0.08 1.06 0.08 Friday 107 0.08 0.97 0.08 Friday 108 0.07 0.91 0.07 Friday 109 0.07 0.89 0.07 Friday 110 0.06 0.93 0.06 Friday 111 0.07 0.99 0.07 Friday 112 0.07 1.12 0.07 Friday 113 0.08 1.23 0.08 Friday 114 0.09 1.32 0.09 Friday 115 0.10 1.28 0.10 Friday 116 0.09 1.16 0.09 Friday 117 0.08 1.00 0.08 Friday 118 0.07 0.75 0.07 Friday 119 0.05 0.58 0.05 Saturday 120 0.05 0.55 0.04 Saturday 121 0.04 0.52 0.04 Saturday 122 0.04 0.47 0.04 Saturday 123 0.03 0.47 0.03 Saturday 124 0.03 0.53 0.03 Saturday 125 0.04 0.70 0.04 Saturday 126 0.05 1.09 0.05 Saturday 127 0.08 1.48 0.08 Saturday 128 0.11 1.62 0.11 Saturday 129 0.12 1.54 0.12 Saturday 130 0.11 1.46 0.11 Saturday 131 0.11 1.33 0.11 Saturday 132 0.10 1.22 0.10 Saturday 133 0.09 1.21 0.09 Saturday 134 0.09 1.24 0.09 Saturday 135 0.09 1.27 0.09 Saturday 136 0.09 1.24 0.09 Saturday 137 0.09 1.26 0.09 Saturday 138 0.09 1.23 0.09 Saturday 139 0.09 1.21 0.09 Saturday 140 0.09 1.07 0.09 Saturday 141 0.08 0.96 0.08 Saturday 142 0.07 0.77 0.07 Saturday 143 0.06 0.62 0.06 Sunday 144 0.05 0.55 0.05 Sunday 145 0.04 0.52 0.04 Sunday 146 0.04 0.47 0.04 Sunday 147 0.03 0.47 0.03 Sunday 148 0.03 0.53 0.03 Sunday 149 0.04 0.70 0.04 Sunday 150 0.05 1.09 0.05 Sunday 151 0.08 1.48 0.08 Sunday 152 0.11 1.62 0.11 Sunday 153 0.12 1.54 0.12 Sunday 154 0.11 1.46 0.11 Sunday 155 0.11 1.33 0.11 Sunday 156 0.10 1.22 0.10 Sunday 157 0.09 1.21 0.09 Sunday 158 0.09 1.24 0.09 Sunday 159 0.09 1.27 0.09 Sunday 160 0.09 1.24 0.09 Sunday 161 0.09 1.26 0.09 Sunday 162 0.09 1.23 0.09 Sunday 163 0.09 1.21 0.09 Sunday 164 0.09 1.07 0.09 Sunday 165 0.08 0.96 0.08 Sunday 166 0.07 0.77 0.07 Sunday 167 0.06 0.62 0.06 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 35D-1 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.01 0.01 0.01 0 0.27 0.28 0.27 0 0.28 0.26 0.27 1 0.01 0.01 0.01 1 0.25 0.25 0.25 1 0.26 0.24 0.25 2 0.01 0.01 0.01 2 0.25 0.21 0.24 2 0.25 0.20 0.24 3 0.01 0.01 0.01 3 0.26 0.21 0.24 3 0.26 0.20 0.24 4 0.01 0.01 0.01 4 0.43 0.24 0.38 4 0.44 0.23 0.38 5 0.01 0.01 0.01 5 1.89 0.42 1.47 5 1.92 0.40 1.47 6 0.05 0.01 0.04 6 2.13 1.11 1.84 6 2.17 1.05 1.84 7 0.06 0.03 0.05 7 1.63 1.84 1.69 7 1.66 1.75 1.69 8 0.04 0.05 0.05 8 1.42 1.98 1.58 8 1.45 1.88 1.58 9 0.04 0.05 0.04 9 1.14 2.06 1.40 9 1.16 1.96 1.40 10 0.03 0.06 0.04 10 1.00 2.00 1.29 10 1.02 1.91 1.29 11 0.03 0.05 0.03 11 0.88 1.56 1.08 11 0.90 1.48 1.08 12 0.02 0.04 0.03 12 0.84 1.19 0.94 12 0.86 1.14 0.94 13 0.02 0.03 0.03 13 0.78 1.21 0.90 13 0.80 1.15 0.90 14 0.02 0.03 0.02 14 0.83 1.06 0.90 14 0.85 1.01 0.90 15 0.02 0.03 0.02 15 0.88 1.23 0.98 15 0.90 1.17 0.98 16 0.02 0.03 0.03 16 1.07 1.25 1.12 16 1.09 1.18 1.12 17 0.03 0.03 0.03 17 1.30 1.32 1.30 17 1.32 1.26 1.30 18 0.03 0.04 0.03 18 1.47 1.38 1.45 18 1.50 1.32 1.45 19 0.04 0.04 0.04 19 1.57 1.35 1.51 19 1.60 1.29 1.51 20 0.04 0.04 0.04 20 1.32 1.15 1.27 20 1.35 1.09 1.27 21 0.04 0.03 0.03 21 1.01 0.93 0.99 21 1.03 0.88 0.99 22 0.03 0.02 0.03 22 0.58 0.56 0.57 22 0.59 0.54 0.57 23 0.02 0.02 0.02 23 0.31 0.42 0.34 23 0.31 0.40 0.34 Average 0.03 0.03 0.03 Total 23.51 25.23 24.00 Total 24.00 24.00 24.00 Average 0.98 1.05 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.01 0.27 0.03 1.05 0.28 0.26 Monday 1 0.01 0.25 0.00 0.98 0.26 0.24 Monday 2 0.01 0.25 0.01 0.98 0.25 0.20 Monday 3 0.01 0.26 0.01 0.98 0.26 0.20 Monday 4 0.01 0.43 0.01 0.98 0.44 0.23 Monday 5 0.01 1.89 0.01 0.98 1.92 0.40 Monday 6 0.05 2.13 0.05 1.05 2.17 1.05 Monday 7 0.06 1.63 0.06 1.66 1.75 Monday 8 0.04 1.42 0.04 1.45 1.88 Monday 9 0.04 1.14 0.04 1.16 1.96 Monday 10 0.03 1.00 0.03 1.02 1.91 Monday 11 0.03 0.88 0.03 0.90 1.48 Monday 12 0.02 0.84 0.02 0.86 1.14 Monday 13 0.02 0.78 0.02 0.80 1.15 Monday 14 0.02 0.83 0.02 0.85 1.01 Monday 15 0.02 0.88 0.02 0.90 1.17 Monday 16 0.02 1.07 0.02 1.09 1.18 Monday 17 0.03 1.30 0.03 1.32 1.26 Monday 18 0.03 1.47 0.03 1.50 1.32 Monday 19 0.04 1.57 0.04 1.60 1.29 Monday 20 0.04 1.32 0.04 1.35 1.09 Monday 21 0.04 1.01 0.04 1.03 0.88 Monday 22 0.03 0.58 0.03 0.59 0.54 Monday 23 0.02 0.31 0.02 0.31 0.40 Tuesday 24 0.01 0.27 0.01 Tuesday 25 0.01 0.25 0.01 Tuesday 26 0.01 0.25 0.01 Tuesday 27 0.01 0.26 0.01 Tuesday 28 0.01 0.43 0.01 Tuesday 29 0.01 1.89 0.01 Tuesday 30 0.05 2.13 0.05 Tuesday 31 0.06 1.63 0.06 Tuesday 32 0.04 1.42 0.04 Tuesday 33 0.04 1.14 0.04 Tuesday 34 0.03 1.00 0.03 Tuesday 35 0.03 0.88 0.03 Tuesday 36 0.02 0.84 0.02 Tuesday 37 0.02 0.78 0.02 Max Min Ave Max Min Ave Tuesday 38 0.02 0.83 0.02 FM Data 0.06 0.01 0.03 0.06 0.01 0.03 Tuesday 39 0.02 0.88 0.02 Model 0.06 0.01 0.03 0.06 0.01 0.03 Tuesday 40 0.02 1.07 0.02 Diff (0.00) 0.00 0.00 0.00 0.00 0.00 Tuesday 41 0.03 1.30 0.03 % Diff 0%1%0%1%1%0%Tuesday 42 0.03 1.47 0.03 Tuesday 43 0.04 1.57 0.04 Tuesday 44 0.04 1.32 0.04 Tuesday 45 0.04 1.01 0.04 Tuesday 46 0.03 0.58 0.03 Tuesday 47 0.02 0.31 0.02 Wednesday 48 0.01 0.27 0.01 Wednesday 49 0.01 0.25 0.01 Wednesday 50 0.01 0.25 0.01 Wednesday 51 0.01 0.26 0.01 Wednesday 52 0.01 0.43 0.01 Wednesday 53 0.01 1.89 0.01 Wednesday 54 0.05 2.13 0.05 Wednesday 55 0.06 1.63 0.06 Wednesday 56 0.04 1.42 0.04 Wednesday 57 0.04 1.14 0.04 Wednesday 58 0.03 1.00 0.03 Wednesday 59 0.03 0.88 0.03 Wednesday 60 0.02 0.84 0.02 Wednesday 61 0.02 0.78 0.02 Wednesday 62 0.02 0.83 0.02 Wednesday 63 0.02 0.88 0.02 Wednesday 64 0.02 1.07 0.02 Wednesday 65 0.03 1.30 0.03 Wednesday 66 0.03 1.47 0.03 Wednesday 67 0.04 1.57 0.04 Wednesday 68 0.04 1.32 0.04 Wednesday 69 0.04 1.01 0.04 Wednesday 70 0.03 0.58 0.03 Wednesday 71 0.02 0.31 0.02 Thursday 72 0.01 0.27 0.01 Thursday 73 0.01 0.25 0.01 Thursday 74 0.01 0.25 0.01 Thursday 75 0.01 0.26 0.01 Thursday 76 0.01 0.43 0.01 Thursday 77 0.01 1.89 0.01 Thursday 78 0.05 2.13 0.05 Thursday 79 0.06 1.63 0.06 Thursday 80 0.04 1.42 0.04 Thursday 81 0.04 1.14 0.04 Thursday 82 0.03 1.00 0.03 Thursday 83 0.03 0.88 0.03 Thursday 84 0.02 0.84 0.02 Thursday 85 0.02 0.78 0.02 Thursday 86 0.02 0.83 0.02 Thursday 87 0.02 0.88 0.02 Thursday 88 0.02 1.07 0.02 Thursday 89 0.03 1.30 0.03 Thursday 90 0.03 1.47 0.03 Thursday 91 0.04 1.57 0.04 Thursday 92 0.04 1.32 0.04 Thursday 93 0.04 1.01 0.04 Thursday 94 0.03 0.58 0.03 Thursday 95 0.02 0.31 0.02 Friday 96 0.01 0.27 0.01 Friday 97 0.01 0.25 0.01 Friday 98 0.01 0.25 0.01 Friday 99 0.01 0.26 0.01 Friday 100 0.01 0.43 0.01 Friday 101 0.01 1.89 0.01 Friday 102 0.05 2.13 0.05 Friday 103 0.06 1.63 0.06 Friday 104 0.04 1.42 0.04 Friday 105 0.04 1.14 0.04 Friday 106 0.03 1.00 0.03 Friday 107 0.03 0.88 0.03 Friday 108 0.02 0.84 0.02 Friday 109 0.02 0.78 0.02 Friday 110 0.02 0.83 0.02 Friday 111 0.02 0.88 0.02 Friday 112 0.02 1.07 0.02 Friday 113 0.03 1.30 0.03 Friday 114 0.03 1.47 0.03 Friday 115 0.04 1.57 0.04 Friday 116 0.04 1.32 0.04 Friday 117 0.04 1.01 0.04 Friday 118 0.03 0.58 0.03 Friday 119 0.02 0.31 0.02 Saturday 120 0.01 0.28 0.01 Saturday 121 0.01 0.25 0.01 Saturday 122 0.01 0.21 0.01 Saturday 123 0.01 0.21 0.01 Saturday 124 0.01 0.24 0.01 Saturday 125 0.01 0.42 0.01 Saturday 126 0.01 1.11 0.01 Saturday 127 0.03 1.84 0.03 Saturday 128 0.05 1.98 0.05 Saturday 129 0.05 2.06 0.05 Saturday 130 0.06 2.00 0.06 Saturday 131 0.05 1.56 0.05 Saturday 132 0.04 1.19 0.04 Saturday 133 0.03 1.21 0.03 Saturday 134 0.03 1.06 0.03 Saturday 135 0.03 1.23 0.03 Saturday 136 0.03 1.25 0.03 Saturday 137 0.03 1.32 0.03 Saturday 138 0.04 1.38 0.04 Saturday 139 0.04 1.35 0.04 Saturday 140 0.04 1.15 0.04 Saturday 141 0.03 0.93 0.03 Saturday 142 0.02 0.56 0.03 Saturday 143 0.02 0.42 0.02 Sunday 144 0.01 0.28 0.01 Sunday 145 0.01 0.25 0.01 Sunday 146 0.01 0.21 0.01 Sunday 147 0.01 0.21 0.01 Sunday 148 0.01 0.24 0.01 Sunday 149 0.01 0.42 0.01 Sunday 150 0.01 1.11 0.01 Sunday 151 0.03 1.84 0.03 Sunday 152 0.05 1.98 0.05 Sunday 153 0.05 2.06 0.05 Sunday 154 0.06 2.00 0.06 Sunday 155 0.05 1.56 0.05 Sunday 156 0.04 1.19 0.04 Sunday 157 0.03 1.21 0.03 Sunday 158 0.03 1.06 0.03 Sunday 159 0.03 1.23 0.03 Sunday 160 0.03 1.25 0.03 Sunday 161 0.03 1.32 0.03 Sunday 162 0.04 1.38 0.04 Sunday 163 0.04 1.35 0.04 Sunday 164 0.04 1.15 0.04 Sunday 165 0.03 0.93 0.03 Sunday 166 0.02 0.56 0.03 Sunday 167 0.02 0.42 0.02 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.5 1.0 1.5 2.0 2.5 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 41D-51 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.01 0.01 0.01 0 0.43 0.43 0.43 0 0.44 0.42 0.43 1 0.01 0.01 0.01 1 0.41 0.44 0.42 1 0.41 0.43 0.42 2 0.01 0.01 0.01 2 0.40 0.39 0.40 2 0.41 0.39 0.40 3 0.01 0.01 0.01 3 0.42 0.37 0.40 3 0.42 0.37 0.40 4 0.01 0.01 0.01 4 0.49 0.38 0.46 4 0.49 0.38 0.46 5 0.01 0.01 0.01 5 0.80 0.54 0.72 5 0.80 0.53 0.72 6 0.02 0.01 0.02 6 1.30 0.98 1.21 6 1.31 0.97 1.21 7 0.03 0.02 0.03 7 1.60 1.73 1.63 7 1.61 1.70 1.63 8 0.04 0.04 0.04 8 1.64 1.84 1.70 8 1.65 1.81 1.70 9 0.04 0.04 0.04 9 1.51 1.82 1.60 9 1.52 1.79 1.60 10 0.03 0.04 0.04 10 1.58 1.61 1.59 10 1.59 1.59 1.59 11 0.03 0.04 0.03 11 1.23 1.35 1.26 11 1.24 1.33 1.26 12 0.03 0.03 0.03 12 1.13 1.28 1.17 12 1.13 1.26 1.17 13 0.02 0.03 0.03 13 1.09 1.21 1.13 13 1.10 1.19 1.13 14 0.02 0.03 0.02 14 1.01 1.22 1.07 14 1.02 1.20 1.07 15 0.02 0.03 0.02 15 0.97 1.10 1.01 15 0.97 1.08 1.01 16 0.02 0.02 0.02 16 1.01 1.09 1.03 16 1.01 1.08 1.03 17 0.02 0.02 0.02 17 1.19 1.08 1.16 17 1.19 1.06 1.16 18 0.03 0.02 0.03 18 1.21 1.13 1.18 18 1.21 1.12 1.18 19 0.03 0.02 0.03 19 1.15 1.13 1.14 19 1.16 1.11 1.14 20 0.03 0.02 0.03 20 1.02 1.04 1.03 20 1.03 1.03 1.03 21 0.02 0.02 0.02 21 0.98 0.86 0.95 21 0.99 0.85 0.95 22 0.02 0.02 0.02 22 0.76 0.77 0.76 22 0.77 0.75 0.76 23 0.02 0.02 0.02 23 0.55 0.58 0.56 23 0.55 0.57 0.56 Average 0.02 0.02 0.02 Total 23.86 24.36 24.00 Total 24.00 24.00 24.00 Average 0.99 1.01 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.01 0.43 0.02 1.01 0.44 0.42 Monday 1 0.01 0.41 0.01 0.99 0.41 0.43 Monday 2 0.01 0.40 0.01 0.99 0.41 0.39 Monday 3 0.01 0.42 0.01 0.99 0.42 0.37 Monday 4 0.01 0.49 0.01 0.99 0.49 0.38 Monday 5 0.01 0.80 0.01 0.99 0.80 0.53 Monday 6 0.02 1.30 0.02 1.01 1.31 0.97 Monday 7 0.03 1.60 0.03 1.61 1.70 Monday 8 0.04 1.64 0.03 1.65 1.81 Monday 9 0.04 1.51 0.04 1.52 1.79 Monday 10 0.03 1.58 0.03 1.59 1.59 Monday 11 0.03 1.23 0.03 1.24 1.33 Monday 12 0.03 1.13 0.03 1.13 1.26 Monday 13 0.02 1.09 0.03 1.10 1.19 Monday 14 0.02 1.01 0.02 1.02 1.20 Monday 15 0.02 0.97 0.02 0.97 1.08 Monday 16 0.02 1.01 0.02 1.01 1.08 Monday 17 0.02 1.19 0.02 1.19 1.06 Monday 18 0.03 1.21 0.03 1.21 1.12 Monday 19 0.03 1.15 0.03 1.16 1.11 Monday 20 0.03 1.02 0.03 1.03 1.03 Monday 21 0.02 0.98 0.02 0.99 0.85 Monday 22 0.02 0.76 0.02 0.77 0.75 Monday 23 0.02 0.55 0.02 0.55 0.57 Tuesday 24 0.01 0.43 0.01 Tuesday 25 0.01 0.41 0.01 Tuesday 26 0.01 0.40 0.01 Tuesday 27 0.01 0.42 0.01 Tuesday 28 0.01 0.49 0.01 Tuesday 29 0.01 0.80 0.01 Tuesday 30 0.02 1.30 0.02 Tuesday 31 0.03 1.60 0.03 Tuesday 32 0.04 1.64 0.03 Tuesday 33 0.04 1.51 0.04 Tuesday 34 0.03 1.58 0.03 Tuesday 35 0.03 1.23 0.03 Tuesday 36 0.03 1.13 0.03 Tuesday 37 0.02 1.09 0.03 Max Min Ave Max Min Ave Tuesday 38 0.02 1.01 0.02 FM Data 0.04 0.01 0.02 0.04 0.01 0.02 Tuesday 39 0.02 0.97 0.02 Model 0.04 0.01 0.02 0.04 0.01 0.02 Tuesday 40 0.02 1.01 0.02 Diff 0.00 0.00 0.00 (0.00) 0.00 (0.00) Tuesday 41 0.02 1.19 0.02 % Diff 0%1%1%-1%0%-1%Tuesday 42 0.03 1.21 0.03 Tuesday 43 0.03 1.15 0.03 Tuesday 44 0.03 1.02 0.03 Tuesday 45 0.02 0.98 0.02 Tuesday 46 0.02 0.76 0.02 Tuesday 47 0.02 0.55 0.02 Wednesday 48 0.01 0.43 0.01 Wednesday 49 0.01 0.41 0.01 Wednesday 50 0.01 0.40 0.01 Wednesday 51 0.01 0.42 0.01 Wednesday 52 0.01 0.49 0.01 Wednesday 53 0.01 0.80 0.01 Wednesday 54 0.02 1.30 0.02 Wednesday 55 0.03 1.60 0.03 Wednesday 56 0.04 1.64 0.03 Wednesday 57 0.04 1.51 0.04 Wednesday 58 0.03 1.58 0.03 Wednesday 59 0.03 1.23 0.03 Wednesday 60 0.03 1.13 0.03 Wednesday 61 0.02 1.09 0.03 Wednesday 62 0.02 1.01 0.02 Wednesday 63 0.02 0.97 0.02 Wednesday 64 0.02 1.01 0.02 Wednesday 65 0.02 1.19 0.02 Wednesday 66 0.03 1.21 0.03 Wednesday 67 0.03 1.15 0.03 Wednesday 68 0.03 1.02 0.03 Wednesday 69 0.02 0.98 0.02 Wednesday 70 0.02 0.76 0.02 Wednesday 71 0.02 0.55 0.02 Thursday 72 0.01 0.43 0.01 Thursday 73 0.01 0.41 0.01 Thursday 74 0.01 0.40 0.01 Thursday 75 0.01 0.42 0.01 Thursday 76 0.01 0.49 0.01 Thursday 77 0.01 0.80 0.01 Thursday 78 0.02 1.30 0.02 Thursday 79 0.03 1.60 0.03 Thursday 80 0.04 1.64 0.03 Thursday 81 0.04 1.51 0.04 Thursday 82 0.03 1.58 0.03 Thursday 83 0.03 1.23 0.03 Thursday 84 0.03 1.13 0.03 Thursday 85 0.02 1.09 0.03 Thursday 86 0.02 1.01 0.02 Thursday 87 0.02 0.97 0.02 Thursday 88 0.02 1.01 0.02 Thursday 89 0.02 1.19 0.02 Thursday 90 0.03 1.21 0.03 Thursday 91 0.03 1.15 0.03 Thursday 92 0.03 1.02 0.03 Thursday 93 0.02 0.98 0.02 Thursday 94 0.02 0.76 0.02 Thursday 95 0.02 0.55 0.02 Friday 96 0.01 0.43 0.01 Friday 97 0.01 0.41 0.01 Friday 98 0.01 0.40 0.01 Friday 99 0.01 0.42 0.01 Friday 100 0.01 0.49 0.01 Friday 101 0.01 0.80 0.01 Friday 102 0.02 1.30 0.02 Friday 103 0.03 1.60 0.03 Friday 104 0.04 1.64 0.03 Friday 105 0.04 1.51 0.04 Friday 106 0.03 1.58 0.03 Friday 107 0.03 1.23 0.03 Friday 108 0.03 1.13 0.03 Friday 109 0.02 1.09 0.03 Friday 110 0.02 1.01 0.02 Friday 111 0.02 0.97 0.02 Friday 112 0.02 1.01 0.02 Friday 113 0.02 1.19 0.02 Friday 114 0.03 1.21 0.03 Friday 115 0.03 1.15 0.03 Friday 116 0.03 1.02 0.03 Friday 117 0.02 0.98 0.02 Friday 118 0.02 0.76 0.02 Friday 119 0.02 0.55 0.02 Saturday 120 0.01 0.43 0.01 Saturday 121 0.01 0.44 0.01 Saturday 122 0.01 0.39 0.01 Saturday 123 0.01 0.37 0.01 Saturday 124 0.01 0.38 0.01 Saturday 125 0.01 0.54 0.01 Saturday 126 0.01 0.98 0.01 Saturday 127 0.02 1.73 0.02 Saturday 128 0.04 1.84 0.04 Saturday 129 0.04 1.82 0.04 Saturday 130 0.04 1.61 0.04 Saturday 131 0.04 1.35 0.04 Saturday 132 0.03 1.28 0.03 Saturday 133 0.03 1.21 0.03 Saturday 134 0.03 1.22 0.03 Saturday 135 0.03 1.10 0.03 Saturday 136 0.02 1.09 0.02 Saturday 137 0.02 1.08 0.02 Saturday 138 0.02 1.13 0.02 Saturday 139 0.02 1.13 0.02 Saturday 140 0.02 1.04 0.02 Saturday 141 0.02 0.86 0.02 Saturday 142 0.02 0.77 0.02 Saturday 143 0.02 0.58 0.02 Sunday 144 0.01 0.43 0.01 Sunday 145 0.01 0.44 0.01 Sunday 146 0.01 0.39 0.01 Sunday 147 0.01 0.37 0.01 Sunday 148 0.01 0.38 0.01 Sunday 149 0.01 0.54 0.01 Sunday 150 0.01 0.98 0.01 Sunday 151 0.02 1.73 0.02 Sunday 152 0.04 1.84 0.04 Sunday 153 0.04 1.82 0.04 Sunday 154 0.04 1.61 0.04 Sunday 155 0.04 1.35 0.04 Sunday 156 0.03 1.28 0.03 Sunday 157 0.03 1.21 0.03 Sunday 158 0.03 1.22 0.03 Sunday 159 0.03 1.10 0.03 Sunday 160 0.02 1.09 0.02 Sunday 161 0.02 1.08 0.02 Sunday 162 0.02 1.13 0.02 Sunday 163 0.02 1.13 0.02 Sunday 164 0.02 1.04 0.02 Sunday 165 0.02 0.86 0.02 Sunday 166 0.02 0.77 0.02 Sunday 167 0.02 0.58 0.02 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 42C-10 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.01 0.02 0.01 0 0.20 0.23 0.21 0 0.21 0.21 0.21 1 0.01 0.01 0.01 1 0.21 0.24 0.22 1 0.22 0.22 0.22 2 0.01 0.02 0.01 2 0.21 0.25 0.22 2 0.21 0.23 0.22 3 0.01 0.02 0.01 3 0.22 0.25 0.22 3 0.22 0.22 0.22 4 0.01 0.02 0.01 4 0.41 0.25 0.37 4 0.43 0.23 0.37 5 0.03 0.02 0.02 5 1.78 0.51 1.41 5 1.85 0.47 1.41 6 0.11 0.03 0.09 6 2.18 1.43 1.96 6 2.26 1.31 1.96 7 0.14 0.09 0.12 7 1.71 1.80 1.74 7 1.78 1.65 1.74 8 0.11 0.11 0.11 8 1.53 2.08 1.68 8 1.58 1.90 1.68 9 0.10 0.13 0.11 9 1.22 2.03 1.45 9 1.27 1.86 1.45 10 0.08 0.13 0.09 10 1.04 1.77 1.25 10 1.08 1.62 1.25 11 0.06 0.11 0.08 11 0.92 1.59 1.11 11 0.95 1.46 1.11 12 0.06 0.10 0.07 12 0.77 1.45 0.97 12 0.80 1.33 0.97 13 0.05 0.09 0.06 13 0.69 1.24 0.85 13 0.72 1.13 0.85 14 0.04 0.08 0.05 14 0.77 1.30 0.92 14 0.80 1.19 0.92 15 0.05 0.08 0.06 15 0.79 1.40 0.96 15 0.82 1.28 0.96 16 0.05 0.09 0.06 16 1.10 1.43 1.19 16 1.14 1.31 1.19 17 0.07 0.09 0.07 17 1.50 1.46 1.49 17 1.56 1.34 1.49 18 0.09 0.09 0.09 18 1.69 1.55 1.65 18 1.76 1.42 1.65 19 0.11 0.10 0.10 19 1.58 1.55 1.57 19 1.65 1.42 1.57 20 0.10 0.10 0.10 20 1.27 1.13 1.23 20 1.32 1.03 1.23 21 0.08 0.07 0.08 21 0.79 0.66 0.76 21 0.82 0.61 0.76 22 0.05 0.04 0.05 22 0.32 0.37 0.33 22 0.33 0.34 0.33 23 0.02 0.02 0.02 23 0.21 0.24 0.22 23 0.22 0.22 0.22 Average 0.06 0.07 0.06 Total 23.12 26.20 24.00 Total 24.00 24.00 24.00 Average 0.96 1.09 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.01 0.20 0.06 1.09 0.21 0.21 Monday 1 0.01 0.21 0.01 0.96 0.22 0.22 Monday 2 0.01 0.21 0.01 0.96 0.21 0.23 Monday 3 0.01 0.22 0.01 0.96 0.22 0.22 Monday 4 0.01 0.41 0.01 0.96 0.43 0.23 Monday 5 0.03 1.78 0.03 0.96 1.85 0.47 Monday 6 0.11 2.18 0.11 1.09 2.26 1.31 Monday 7 0.14 1.71 0.14 1.78 1.65 Monday 8 0.11 1.53 0.11 1.58 1.90 Monday 9 0.10 1.22 0.10 1.27 1.86 Monday 10 0.08 1.04 0.08 1.08 1.62 Monday 11 0.06 0.92 0.07 0.95 1.46 Monday 12 0.06 0.77 0.06 0.80 1.33 Monday 13 0.05 0.69 0.05 0.72 1.13 Monday 14 0.04 0.77 0.04 0.80 1.19 Monday 15 0.05 0.79 0.05 0.82 1.28 Monday 16 0.05 1.10 0.05 1.14 1.31 Monday 17 0.07 1.50 0.07 1.56 1.34 Monday 18 0.09 1.69 0.09 1.76 1.42 Monday 19 0.11 1.58 0.11 1.65 1.42 Monday 20 0.10 1.27 0.10 1.32 1.03 Monday 21 0.08 0.79 0.08 0.82 0.61 Monday 22 0.05 0.32 0.05 0.33 0.34 Monday 23 0.02 0.21 0.02 0.22 0.22 Tuesday 24 0.01 0.20 0.01 Tuesday 25 0.01 0.21 0.01 Tuesday 26 0.01 0.21 0.01 Tuesday 27 0.01 0.22 0.01 Tuesday 28 0.01 0.41 0.01 Tuesday 29 0.03 1.78 0.03 Tuesday 30 0.11 2.18 0.11 Tuesday 31 0.14 1.71 0.14 Tuesday 32 0.11 1.53 0.11 Tuesday 33 0.10 1.22 0.10 Tuesday 34 0.08 1.04 0.08 Tuesday 35 0.06 0.92 0.07 Tuesday 36 0.06 0.77 0.06 Tuesday 37 0.05 0.69 0.05 Max Min Ave Max Min Ave Tuesday 38 0.04 0.77 0.04 FM Data 0.14 0.01 0.06 0.13 0.01 0.07 Tuesday 39 0.05 0.79 0.05 Model 0.14 0.01 0.06 0.13 0.01 0.07 Tuesday 40 0.05 1.10 0.05 Diff 0.00 0.00 0.00 (0.00) (0.00) (0.00) Tuesday 41 0.07 1.50 0.07 % Diff 1%1%1%-2%-3%-2%Tuesday 42 0.09 1.69 0.09 Tuesday 43 0.11 1.58 0.11 Tuesday 44 0.10 1.27 0.10 Tuesday 45 0.08 0.79 0.08 Tuesday 46 0.05 0.32 0.05 Tuesday 47 0.02 0.21 0.02 Wednesday 48 0.01 0.20 0.01 Wednesday 49 0.01 0.21 0.01 Wednesday 50 0.01 0.21 0.01 Wednesday 51 0.01 0.22 0.01 Wednesday 52 0.01 0.41 0.01 Wednesday 53 0.03 1.78 0.03 Wednesday 54 0.11 2.18 0.11 Wednesday 55 0.14 1.71 0.14 Wednesday 56 0.11 1.53 0.11 Wednesday 57 0.10 1.22 0.10 Wednesday 58 0.08 1.04 0.08 Wednesday 59 0.06 0.92 0.07 Wednesday 60 0.06 0.77 0.06 Wednesday 61 0.05 0.69 0.05 Wednesday 62 0.04 0.77 0.04 Wednesday 63 0.05 0.79 0.05 Wednesday 64 0.05 1.10 0.05 Wednesday 65 0.07 1.50 0.07 Wednesday 66 0.09 1.69 0.09 Wednesday 67 0.11 1.58 0.11 Wednesday 68 0.10 1.27 0.10 Wednesday 69 0.08 0.79 0.08 Wednesday 70 0.05 0.32 0.05 Wednesday 71 0.02 0.21 0.02 Thursday 72 0.01 0.20 0.01 Thursday 73 0.01 0.21 0.01 Thursday 74 0.01 0.21 0.01 Thursday 75 0.01 0.22 0.01 Thursday 76 0.01 0.41 0.01 Thursday 77 0.03 1.78 0.03 Thursday 78 0.11 2.18 0.11 Thursday 79 0.14 1.71 0.14 Thursday 80 0.11 1.53 0.11 Thursday 81 0.10 1.22 0.10 Thursday 82 0.08 1.04 0.08 Thursday 83 0.06 0.92 0.07 Thursday 84 0.06 0.77 0.06 Thursday 85 0.05 0.69 0.05 Thursday 86 0.04 0.77 0.04 Thursday 87 0.05 0.79 0.05 Thursday 88 0.05 1.10 0.05 Thursday 89 0.07 1.50 0.07 Thursday 90 0.09 1.69 0.09 Thursday 91 0.11 1.58 0.11 Thursday 92 0.10 1.27 0.10 Thursday 93 0.08 0.79 0.08 Thursday 94 0.05 0.32 0.05 Thursday 95 0.02 0.21 0.02 Friday 96 0.01 0.20 0.01 Friday 97 0.01 0.21 0.01 Friday 98 0.01 0.21 0.01 Friday 99 0.01 0.22 0.01 Friday 100 0.01 0.41 0.01 Friday 101 0.03 1.78 0.03 Friday 102 0.11 2.18 0.11 Friday 103 0.14 1.71 0.14 Friday 104 0.11 1.53 0.11 Friday 105 0.10 1.22 0.10 Friday 106 0.08 1.04 0.08 Friday 107 0.06 0.92 0.07 Friday 108 0.06 0.77 0.06 Friday 109 0.05 0.69 0.05 Friday 110 0.04 0.77 0.04 Friday 111 0.05 0.79 0.05 Friday 112 0.05 1.10 0.05 Friday 113 0.07 1.50 0.07 Friday 114 0.09 1.69 0.09 Friday 115 0.11 1.58 0.11 Friday 116 0.10 1.27 0.10 Friday 117 0.08 0.79 0.08 Friday 118 0.05 0.32 0.05 Friday 119 0.02 0.21 0.02 Saturday 120 0.02 0.23 0.01 Saturday 121 0.01 0.24 0.01 Saturday 122 0.02 0.25 0.01 Saturday 123 0.02 0.25 0.02 Saturday 124 0.02 0.25 0.02 Saturday 125 0.02 0.51 0.02 Saturday 126 0.03 1.43 0.03 Saturday 127 0.09 1.80 0.09 Saturday 128 0.11 2.08 0.11 Saturday 129 0.13 2.03 0.13 Saturday 130 0.13 1.77 0.12 Saturday 131 0.11 1.59 0.11 Saturday 132 0.10 1.45 0.10 Saturday 133 0.09 1.24 0.09 Saturday 134 0.08 1.30 0.08 Saturday 135 0.08 1.40 0.08 Saturday 136 0.09 1.43 0.09 Saturday 137 0.09 1.46 0.09 Saturday 138 0.09 1.55 0.09 Saturday 139 0.10 1.55 0.09 Saturday 140 0.10 1.13 0.09 Saturday 141 0.07 0.66 0.07 Saturday 142 0.04 0.37 0.04 Saturday 143 0.02 0.24 0.02 Sunday 144 0.02 0.23 0.02 Sunday 145 0.01 0.24 0.01 Sunday 146 0.02 0.25 0.01 Sunday 147 0.02 0.25 0.02 Sunday 148 0.02 0.25 0.02 Sunday 149 0.02 0.51 0.02 Sunday 150 0.03 1.43 0.03 Sunday 151 0.09 1.80 0.09 Sunday 152 0.11 2.08 0.11 Sunday 153 0.13 2.03 0.13 Sunday 154 0.13 1.77 0.12 Sunday 155 0.11 1.59 0.11 Sunday 156 0.10 1.45 0.10 Sunday 157 0.09 1.24 0.09 Sunday 158 0.08 1.30 0.08 Sunday 159 0.08 1.40 0.08 Sunday 160 0.09 1.43 0.09 Sunday 161 0.09 1.46 0.09 Sunday 162 0.09 1.55 0.09 Sunday 163 0.10 1.55 0.09 Sunday 164 0.10 1.13 0.09 Sunday 165 0.07 0.66 0.07 Sunday 166 0.04 0.37 0.04 Sunday 167 0.02 0.24 0.02 Data Set Weekday Weekend - 0.5 1.0 1.5 2.0 2.5 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.5 1.0 1.5 2.0 2.5 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 42C-47 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.00 0.00 0.00 0 0.20 0.24 0.21 0 0.21 0.22 0.21 1 0.00 0.00 0.00 1 0.17 0.20 0.18 1 0.18 0.19 0.18 2 0.00 0.00 0.00 2 0.17 0.18 0.17 2 0.18 0.16 0.17 3 0.00 0.00 0.00 3 0.17 0.18 0.18 3 0.18 0.16 0.18 4 0.00 0.00 0.00 4 0.35 0.23 0.32 4 0.37 0.21 0.32 5 0.01 0.00 0.00 5 1.31 0.48 1.07 5 1.36 0.44 1.07 6 0.02 0.01 0.02 6 2.06 1.30 1.84 6 2.15 1.18 1.84 7 0.03 0.02 0.03 7 1.99 2.12 2.02 7 2.07 1.92 2.02 8 0.03 0.03 0.03 8 1.72 2.18 1.85 8 1.79 1.98 1.85 9 0.03 0.03 0.03 9 1.45 2.14 1.65 9 1.51 1.95 1.65 10 0.02 0.03 0.03 10 1.26 2.03 1.48 10 1.31 1.85 1.48 11 0.02 0.03 0.02 11 1.04 1.82 1.27 11 1.09 1.65 1.27 12 0.02 0.03 0.02 12 0.93 1.46 1.08 12 0.97 1.32 1.08 13 0.01 0.02 0.02 13 0.85 1.36 1.00 13 0.89 1.23 1.00 14 0.01 0.02 0.02 14 0.85 1.27 0.97 14 0.89 1.15 0.97 15 0.01 0.02 0.01 15 0.90 1.24 0.99 15 0.93 1.12 0.99 16 0.01 0.02 0.02 16 1.10 1.30 1.15 16 1.14 1.18 1.15 17 0.02 0.02 0.02 17 1.36 1.58 1.42 17 1.41 1.43 1.42 18 0.02 0.02 0.02 18 1.48 1.49 1.48 18 1.54 1.35 1.48 19 0.02 0.02 0.02 19 1.22 1.18 1.21 19 1.27 1.07 1.21 20 0.02 0.02 0.02 20 1.00 0.94 0.98 20 1.04 0.86 0.98 21 0.02 0.01 0.02 21 0.71 0.73 0.71 21 0.74 0.67 0.71 22 0.01 0.01 0.01 22 0.49 0.46 0.48 22 0.51 0.42 0.48 23 0.01 0.01 0.01 23 0.26 0.32 0.28 23 0.28 0.29 0.28 Average 0.01 0.02 0.02 Total 23.04 26.41 24.00 Total 24.00 24.00 24.00 Average 0.96 1.10 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.00 0.20 0.02 1.10 0.21 0.22 Monday 1 0.00 0.17 0.00 0.96 0.18 0.19 Monday 2 0.00 0.17 0.00 0.96 0.18 0.16 Monday 3 0.00 0.17 0.00 0.96 0.18 0.16 Monday 4 0.00 0.35 0.00 0.96 0.37 0.21 Monday 5 0.01 1.31 0.01 0.96 1.36 0.44 Monday 6 0.02 2.06 0.02 1.10 2.15 1.18 Monday 7 0.03 1.99 0.03 2.07 1.92 Monday 8 0.03 1.72 0.03 1.79 1.98 Monday 9 0.03 1.45 0.03 1.51 1.95 Monday 10 0.02 1.26 0.02 1.31 1.85 Monday 11 0.02 1.04 0.02 1.09 1.65 Monday 12 0.02 0.93 0.02 0.97 1.32 Monday 13 0.01 0.85 0.01 0.89 1.23 Monday 14 0.01 0.85 0.01 0.89 1.15 Monday 15 0.01 0.90 0.01 0.93 1.12 Monday 16 0.01 1.10 0.01 1.14 1.18 Monday 17 0.02 1.36 0.02 1.41 1.43 Monday 18 0.02 1.48 0.02 1.54 1.35 Monday 19 0.02 1.22 0.02 1.27 1.07 Monday 20 0.02 1.00 0.02 1.04 0.86 Monday 21 0.02 0.71 0.02 0.74 0.67 Monday 22 0.01 0.49 0.01 0.51 0.42 Monday 23 0.01 0.26 0.01 0.28 0.29 Tuesday 24 0.00 0.20 0.00 Tuesday 25 0.00 0.17 0.00 Tuesday 26 0.00 0.17 0.00 Tuesday 27 0.00 0.17 0.00 Tuesday 28 0.00 0.35 0.00 Tuesday 29 0.01 1.31 0.01 Tuesday 30 0.02 2.06 0.02 Tuesday 31 0.03 1.99 0.03 Tuesday 32 0.03 1.72 0.03 Tuesday 33 0.03 1.45 0.03 Tuesday 34 0.02 1.26 0.02 Tuesday 35 0.02 1.04 0.02 Tuesday 36 0.02 0.93 0.02 Tuesday 37 0.01 0.85 0.01 Max Min Ave Max Min Ave Tuesday 38 0.01 0.85 0.01 FM Data 0.03 0.00 0.01 0.03 0.00 0.02 Tuesday 39 0.01 0.90 0.01 Model 0.03 0.00 0.01 0.03 0.00 0.02 Tuesday 40 0.01 1.10 0.01 Diff (0.00) 0.00 0.00 0.00 0.00 0.00 Tuesday 41 0.02 1.36 0.02 % Diff 0%0%0%0%1%0%Tuesday 42 0.02 1.48 0.02 Tuesday 43 0.02 1.22 0.02 Tuesday 44 0.02 1.00 0.02 Tuesday 45 0.02 0.71 0.02 Tuesday 46 0.01 0.49 0.01 Tuesday 47 0.01 0.26 0.01 Wednesday 48 0.00 0.20 0.00 Wednesday 49 0.00 0.17 0.00 Wednesday 50 0.00 0.17 0.00 Wednesday 51 0.00 0.17 0.00 Wednesday 52 0.00 0.35 0.00 Wednesday 53 0.01 1.31 0.01 Wednesday 54 0.02 2.06 0.02 Wednesday 55 0.03 1.99 0.03 Wednesday 56 0.03 1.72 0.03 Wednesday 57 0.03 1.45 0.03 Wednesday 58 0.02 1.26 0.02 Wednesday 59 0.02 1.04 0.02 Wednesday 60 0.02 0.93 0.02 Wednesday 61 0.01 0.85 0.01 Wednesday 62 0.01 0.85 0.01 Wednesday 63 0.01 0.90 0.01 Wednesday 64 0.01 1.10 0.01 Wednesday 65 0.02 1.36 0.02 Wednesday 66 0.02 1.48 0.02 Wednesday 67 0.02 1.22 0.02 Wednesday 68 0.02 1.00 0.02 Wednesday 69 0.02 0.71 0.02 Wednesday 70 0.01 0.49 0.01 Wednesday 71 0.01 0.26 0.01 Thursday 72 0.00 0.20 0.00 Thursday 73 0.00 0.17 0.00 Thursday 74 0.00 0.17 0.00 Thursday 75 0.00 0.17 0.00 Thursday 76 0.00 0.35 0.00 Thursday 77 0.01 1.31 0.01 Thursday 78 0.02 2.06 0.02 Thursday 79 0.03 1.99 0.03 Thursday 80 0.03 1.72 0.03 Thursday 81 0.03 1.45 0.03 Thursday 82 0.02 1.26 0.02 Thursday 83 0.02 1.04 0.02 Thursday 84 0.02 0.93 0.02 Thursday 85 0.01 0.85 0.01 Thursday 86 0.01 0.85 0.01 Thursday 87 0.01 0.90 0.01 Thursday 88 0.01 1.10 0.01 Thursday 89 0.02 1.36 0.02 Thursday 90 0.02 1.48 0.02 Thursday 91 0.02 1.22 0.02 Thursday 92 0.02 1.00 0.02 Thursday 93 0.02 0.71 0.02 Thursday 94 0.01 0.49 0.01 Thursday 95 0.01 0.26 0.01 Friday 96 0.00 0.20 0.00 Friday 97 0.00 0.17 0.00 Friday 98 0.00 0.17 0.00 Friday 99 0.00 0.17 0.00 Friday 100 0.00 0.35 0.00 Friday 101 0.01 1.31 0.01 Friday 102 0.02 2.06 0.02 Friday 103 0.03 1.99 0.03 Friday 104 0.03 1.72 0.03 Friday 105 0.03 1.45 0.03 Friday 106 0.02 1.26 0.02 Friday 107 0.02 1.04 0.02 Friday 108 0.02 0.93 0.02 Friday 109 0.01 0.85 0.01 Friday 110 0.01 0.85 0.01 Friday 111 0.01 0.90 0.01 Friday 112 0.01 1.10 0.01 Friday 113 0.02 1.36 0.02 Friday 114 0.02 1.48 0.02 Friday 115 0.02 1.22 0.02 Friday 116 0.02 1.00 0.02 Friday 117 0.02 0.71 0.02 Friday 118 0.01 0.49 0.01 Friday 119 0.01 0.26 0.01 Saturday 120 0.00 0.24 0.00 Saturday 121 0.00 0.20 0.00 Saturday 122 0.00 0.18 0.00 Saturday 123 0.00 0.18 0.00 Saturday 124 0.00 0.23 0.00 Saturday 125 0.00 0.48 0.00 Saturday 126 0.01 1.30 0.01 Saturday 127 0.02 2.12 0.02 Saturday 128 0.03 2.18 0.03 Saturday 129 0.03 2.14 0.03 Saturday 130 0.03 2.03 0.03 Saturday 131 0.03 1.82 0.03 Saturday 132 0.03 1.46 0.03 Saturday 133 0.02 1.36 0.02 Saturday 134 0.02 1.27 0.02 Saturday 135 0.02 1.24 0.02 Saturday 136 0.02 1.30 0.02 Saturday 137 0.02 1.58 0.02 Saturday 138 0.02 1.49 0.02 Saturday 139 0.02 1.18 0.02 Saturday 140 0.02 0.94 0.02 Saturday 141 0.01 0.73 0.01 Saturday 142 0.01 0.46 0.01 Saturday 143 0.01 0.32 0.01 Sunday 144 0.00 0.24 0.01 Sunday 145 0.00 0.20 0.00 Sunday 146 0.00 0.18 0.00 Sunday 147 0.00 0.18 0.00 Sunday 148 0.00 0.23 0.00 Sunday 149 0.00 0.48 0.00 Sunday 150 0.01 1.30 0.01 Sunday 151 0.02 2.12 0.02 Sunday 152 0.03 2.18 0.03 Sunday 153 0.03 2.14 0.03 Sunday 154 0.03 2.03 0.03 Sunday 155 0.03 1.82 0.03 Sunday 156 0.03 1.46 0.03 Sunday 157 0.02 1.36 0.02 Sunday 158 0.02 1.27 0.02 Sunday 159 0.02 1.24 0.02 Sunday 160 0.02 1.30 0.02 Sunday 161 0.02 1.58 0.02 Sunday 162 0.02 1.49 0.02 Sunday 163 0.02 1.18 0.02 Sunday 164 0.02 0.94 0.02 Sunday 165 0.01 0.73 0.01 Sunday 166 0.01 0.46 0.01 Sunday 167 0.01 0.32 0.01 Data Set Weekday Weekend - 0.5 1.0 1.5 2.0 2.5 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.5 1.0 1.5 2.0 2.5 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 42C-47 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.00 0.00 0.00 0 0.20 0.24 0.21 0 0.21 0.22 0.21 1 0.00 0.00 0.00 1 0.17 0.20 0.18 1 0.18 0.19 0.18 2 0.00 0.00 0.00 2 0.17 0.18 0.17 2 0.18 0.16 0.17 3 0.00 0.00 0.00 3 0.17 0.18 0.18 3 0.18 0.16 0.18 4 0.00 0.00 0.00 4 0.35 0.23 0.32 4 0.37 0.21 0.32 5 0.01 0.00 0.00 5 1.31 0.48 1.07 5 1.36 0.44 1.07 6 0.02 0.01 0.02 6 2.06 1.30 1.84 6 2.15 1.18 1.84 7 0.03 0.02 0.03 7 1.99 2.12 2.02 7 2.07 1.92 2.02 8 0.03 0.03 0.03 8 1.72 2.18 1.85 8 1.79 1.98 1.85 9 0.03 0.03 0.03 9 1.45 2.14 1.65 9 1.51 1.95 1.65 10 0.02 0.03 0.03 10 1.26 2.03 1.48 10 1.31 1.85 1.48 11 0.02 0.03 0.02 11 1.04 1.82 1.27 11 1.09 1.65 1.27 12 0.02 0.03 0.02 12 0.93 1.46 1.08 12 0.97 1.32 1.08 13 0.01 0.02 0.02 13 0.85 1.36 1.00 13 0.89 1.23 1.00 14 0.01 0.02 0.02 14 0.85 1.27 0.97 14 0.89 1.15 0.97 15 0.01 0.02 0.01 15 0.90 1.24 0.99 15 0.93 1.12 0.99 16 0.01 0.02 0.02 16 1.10 1.30 1.15 16 1.14 1.18 1.15 17 0.02 0.02 0.02 17 1.36 1.58 1.42 17 1.41 1.43 1.42 18 0.02 0.02 0.02 18 1.48 1.49 1.48 18 1.54 1.35 1.48 19 0.02 0.02 0.02 19 1.22 1.18 1.21 19 1.27 1.07 1.21 20 0.02 0.02 0.02 20 1.00 0.94 0.98 20 1.04 0.86 0.98 21 0.02 0.01 0.02 21 0.71 0.73 0.71 21 0.74 0.67 0.71 22 0.01 0.01 0.01 22 0.49 0.46 0.48 22 0.51 0.42 0.48 23 0.01 0.01 0.01 23 0.26 0.32 0.28 23 0.28 0.29 0.28 Average 0.01 0.02 0.02 Total 23.04 26.41 24.00 Total 24.00 24.00 24.00 Average 0.96 1.10 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.00 0.20 0.02 1.10 0.21 0.22 Monday 1 0.00 0.17 0.00 0.96 0.18 0.19 Monday 2 0.00 0.17 0.00 0.96 0.18 0.16 Monday 3 0.00 0.17 0.00 0.96 0.18 0.16 Monday 4 0.00 0.35 0.00 0.96 0.37 0.21 Monday 5 0.01 1.31 0.01 0.96 1.36 0.44 Monday 6 0.02 2.06 0.02 1.10 2.15 1.18 Monday 7 0.03 1.99 0.03 2.07 1.92 Monday 8 0.03 1.72 0.03 1.79 1.98 Monday 9 0.03 1.45 0.03 1.51 1.95 Monday 10 0.02 1.26 0.02 1.31 1.85 Monday 11 0.02 1.04 0.02 1.09 1.65 Monday 12 0.02 0.93 0.02 0.97 1.32 Monday 13 0.01 0.85 0.01 0.89 1.23 Monday 14 0.01 0.85 0.01 0.89 1.15 Monday 15 0.01 0.90 0.01 0.93 1.12 Monday 16 0.01 1.10 0.01 1.14 1.18 Monday 17 0.02 1.36 0.02 1.41 1.43 Monday 18 0.02 1.48 0.02 1.54 1.35 Monday 19 0.02 1.22 0.02 1.27 1.07 Monday 20 0.02 1.00 0.02 1.04 0.86 Monday 21 0.02 0.71 0.02 0.74 0.67 Monday 22 0.01 0.49 0.01 0.51 0.42 Monday 23 0.01 0.26 0.01 0.28 0.29 Tuesday 24 0.00 0.20 0.00 Tuesday 25 0.00 0.17 0.00 Tuesday 26 0.00 0.17 0.00 Tuesday 27 0.00 0.17 0.00 Tuesday 28 0.00 0.35 0.00 Tuesday 29 0.01 1.31 0.01 Tuesday 30 0.02 2.06 0.02 Tuesday 31 0.03 1.99 0.03 Tuesday 32 0.03 1.72 0.03 Tuesday 33 0.03 1.45 0.03 Tuesday 34 0.02 1.26 0.02 Tuesday 35 0.02 1.04 0.02 Tuesday 36 0.02 0.93 0.02 Tuesday 37 0.01 0.85 0.01 Max Min Ave Max Min Ave Tuesday 38 0.01 0.85 0.01 FM Data 0.03 0.00 0.01 0.03 0.00 0.02 Tuesday 39 0.01 0.90 0.01 Model 0.03 0.00 0.01 0.03 0.00 0.02 Tuesday 40 0.01 1.10 0.01 Diff (0.00) 0.00 0.00 0.00 0.00 0.00 Tuesday 41 0.02 1.36 0.02 % Diff 0%0%0%0%1%0%Tuesday 42 0.02 1.48 0.02 Tuesday 43 0.02 1.22 0.02 Tuesday 44 0.02 1.00 0.02 Tuesday 45 0.02 0.71 0.02 Tuesday 46 0.01 0.49 0.01 Tuesday 47 0.01 0.26 0.01 Wednesday 48 0.00 0.20 0.00 Wednesday 49 0.00 0.17 0.00 Wednesday 50 0.00 0.17 0.00 Wednesday 51 0.00 0.17 0.00 Wednesday 52 0.00 0.35 0.00 Wednesday 53 0.01 1.31 0.01 Wednesday 54 0.02 2.06 0.02 Wednesday 55 0.03 1.99 0.03 Wednesday 56 0.03 1.72 0.03 Wednesday 57 0.03 1.45 0.03 Wednesday 58 0.02 1.26 0.02 Wednesday 59 0.02 1.04 0.02 Wednesday 60 0.02 0.93 0.02 Wednesday 61 0.01 0.85 0.01 Wednesday 62 0.01 0.85 0.01 Wednesday 63 0.01 0.90 0.01 Wednesday 64 0.01 1.10 0.01 Wednesday 65 0.02 1.36 0.02 Wednesday 66 0.02 1.48 0.02 Wednesday 67 0.02 1.22 0.02 Wednesday 68 0.02 1.00 0.02 Wednesday 69 0.02 0.71 0.02 Wednesday 70 0.01 0.49 0.01 Wednesday 71 0.01 0.26 0.01 Thursday 72 0.00 0.20 0.00 Thursday 73 0.00 0.17 0.00 Thursday 74 0.00 0.17 0.00 Thursday 75 0.00 0.17 0.00 Thursday 76 0.00 0.35 0.00 Thursday 77 0.01 1.31 0.01 Thursday 78 0.02 2.06 0.02 Thursday 79 0.03 1.99 0.03 Thursday 80 0.03 1.72 0.03 Thursday 81 0.03 1.45 0.03 Thursday 82 0.02 1.26 0.02 Thursday 83 0.02 1.04 0.02 Thursday 84 0.02 0.93 0.02 Thursday 85 0.01 0.85 0.01 Thursday 86 0.01 0.85 0.01 Thursday 87 0.01 0.90 0.01 Thursday 88 0.01 1.10 0.01 Thursday 89 0.02 1.36 0.02 Thursday 90 0.02 1.48 0.02 Thursday 91 0.02 1.22 0.02 Thursday 92 0.02 1.00 0.02 Thursday 93 0.02 0.71 0.02 Thursday 94 0.01 0.49 0.01 Thursday 95 0.01 0.26 0.01 Friday 96 0.00 0.20 0.00 Friday 97 0.00 0.17 0.00 Friday 98 0.00 0.17 0.00 Friday 99 0.00 0.17 0.00 Friday 100 0.00 0.35 0.00 Friday 101 0.01 1.31 0.01 Friday 102 0.02 2.06 0.02 Friday 103 0.03 1.99 0.03 Friday 104 0.03 1.72 0.03 Friday 105 0.03 1.45 0.03 Friday 106 0.02 1.26 0.02 Friday 107 0.02 1.04 0.02 Friday 108 0.02 0.93 0.02 Friday 109 0.01 0.85 0.01 Friday 110 0.01 0.85 0.01 Friday 111 0.01 0.90 0.01 Friday 112 0.01 1.10 0.01 Friday 113 0.02 1.36 0.02 Friday 114 0.02 1.48 0.02 Friday 115 0.02 1.22 0.02 Friday 116 0.02 1.00 0.02 Friday 117 0.02 0.71 0.02 Friday 118 0.01 0.49 0.01 Friday 119 0.01 0.26 0.01 Saturday 120 0.00 0.24 0.00 Saturday 121 0.00 0.20 0.00 Saturday 122 0.00 0.18 0.00 Saturday 123 0.00 0.18 0.00 Saturday 124 0.00 0.23 0.00 Saturday 125 0.00 0.48 0.00 Saturday 126 0.01 1.30 0.01 Saturday 127 0.02 2.12 0.02 Saturday 128 0.03 2.18 0.03 Saturday 129 0.03 2.14 0.03 Saturday 130 0.03 2.03 0.03 Saturday 131 0.03 1.82 0.03 Saturday 132 0.03 1.46 0.03 Saturday 133 0.02 1.36 0.02 Saturday 134 0.02 1.27 0.02 Saturday 135 0.02 1.24 0.02 Saturday 136 0.02 1.30 0.02 Saturday 137 0.02 1.58 0.02 Saturday 138 0.02 1.49 0.02 Saturday 139 0.02 1.18 0.02 Saturday 140 0.02 0.94 0.02 Saturday 141 0.01 0.73 0.01 Saturday 142 0.01 0.46 0.01 Saturday 143 0.01 0.32 0.01 Sunday 144 0.00 0.24 0.01 Sunday 145 0.00 0.20 0.00 Sunday 146 0.00 0.18 0.00 Sunday 147 0.00 0.18 0.00 Sunday 148 0.00 0.23 0.00 Sunday 149 0.00 0.48 0.00 Sunday 150 0.01 1.30 0.01 Sunday 151 0.02 2.12 0.02 Sunday 152 0.03 2.18 0.03 Sunday 153 0.03 2.14 0.03 Sunday 154 0.03 2.03 0.03 Sunday 155 0.03 1.82 0.03 Sunday 156 0.03 1.46 0.03 Sunday 157 0.02 1.36 0.02 Sunday 158 0.02 1.27 0.02 Sunday 159 0.02 1.24 0.02 Sunday 160 0.02 1.30 0.02 Sunday 161 0.02 1.58 0.02 Sunday 162 0.02 1.49 0.02 Sunday 163 0.02 1.18 0.02 Sunday 164 0.02 0.94 0.02 Sunday 165 0.01 0.73 0.01 Sunday 166 0.01 0.46 0.01 Sunday 167 0.01 0.32 0.01 Data Set Weekday Weekend - 0.5 1.0 1.5 2.0 2.5 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.5 1.0 1.5 2.0 2.5 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2016 ADS Meter 6B-4 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.02 0.02 0.02 0 0.37 0.43 0.39 0 0.38 0.40 0.39 1 0.01 0.01 0.01 1 0.33 0.32 0.33 1 0.33 0.31 0.33 2 0.01 0.01 0.01 2 0.32 0.31 0.32 2 0.33 0.29 0.32 3 0.01 0.01 0.01 3 0.36 0.35 0.36 3 0.37 0.33 0.36 4 0.01 0.01 0.01 4 0.62 0.36 0.54 4 0.63 0.35 0.54 5 0.02 0.01 0.02 5 1.22 0.61 1.04 5 1.25 0.58 1.04 6 0.04 0.02 0.04 6 1.54 1.10 1.41 6 1.58 1.04 1.41 7 0.05 0.04 0.05 7 1.55 1.58 1.56 7 1.58 1.50 1.56 8 0.05 0.05 0.05 8 1.38 1.81 1.51 8 1.42 1.72 1.51 9 0.05 0.06 0.05 9 1.35 1.76 1.46 9 1.38 1.67 1.46 10 0.05 0.06 0.05 10 1.17 1.66 1.31 10 1.20 1.58 1.31 11 0.04 0.06 0.05 11 1.02 1.49 1.16 11 1.05 1.41 1.16 12 0.04 0.05 0.04 12 1.03 1.46 1.15 12 1.05 1.38 1.15 13 0.04 0.05 0.04 13 0.91 1.23 1.00 13 0.93 1.17 1.00 14 0.03 0.04 0.03 14 0.92 1.21 1.01 14 0.94 1.15 1.01 15 0.03 0.04 0.03 15 0.96 1.16 1.02 15 0.98 1.10 1.02 16 0.03 0.04 0.03 16 1.05 1.17 1.08 16 1.07 1.11 1.08 17 0.04 0.04 0.04 17 1.26 1.24 1.26 17 1.29 1.17 1.26 18 0.04 0.04 0.04 18 1.34 1.35 1.34 18 1.37 1.28 1.34 19 0.05 0.05 0.05 19 1.28 1.34 1.30 19 1.31 1.27 1.30 20 0.04 0.05 0.04 20 1.22 1.11 1.19 20 1.24 1.05 1.19 21 0.04 0.04 0.04 21 1.03 0.92 1.00 21 1.05 0.87 1.00 22 0.04 0.03 0.03 22 0.72 0.78 0.74 22 0.74 0.74 0.74 23 0.02 0.03 0.03 23 0.52 0.57 0.53 23 0.53 0.54 0.53 Average 0.03 0.04 0.03 Total 23.47 25.32 24.00 Total 24.00 24.00 24.00 Average 0.98 1.06 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.02 0.37 0.03 1.06 0.38 0.40 Monday 1 0.01 0.33 0.01 0.98 0.33 0.31 Monday 2 0.01 0.32 0.01 0.98 0.33 0.29 Monday 3 0.01 0.36 0.01 0.98 0.37 0.33 Monday 4 0.01 0.62 0.01 0.98 0.63 0.35 Monday 5 0.02 1.22 0.02 0.98 1.25 0.58 Monday 6 0.04 1.54 0.04 1.06 1.58 1.04 Monday 7 0.05 1.55 0.05 1.58 1.50 Monday 8 0.05 1.38 0.05 1.42 1.72 Monday 9 0.05 1.35 0.05 1.38 1.67 Monday 10 0.05 1.17 0.05 1.20 1.58 Monday 11 0.04 1.02 0.04 1.05 1.41 Monday 12 0.04 1.03 0.04 1.05 1.38 Monday 13 0.04 0.91 0.04 0.93 1.17 Monday 14 0.03 0.92 0.03 0.94 1.15 Monday 15 0.03 0.96 0.03 0.98 1.10 Monday 16 0.03 1.05 0.03 1.07 1.11 Monday 17 0.04 1.26 0.04 1.29 1.17 Monday 18 0.04 1.34 0.04 1.37 1.28 Monday 19 0.05 1.28 0.05 1.31 1.27 Monday 20 0.04 1.22 0.04 1.24 1.05 Monday 21 0.04 1.03 0.04 1.05 0.87 Monday 22 0.04 0.72 0.04 0.74 0.74 Monday 23 0.02 0.52 0.03 0.53 0.54 Tuesday 24 0.02 0.37 0.02 Tuesday 25 0.01 0.33 0.01 Tuesday 26 0.01 0.32 0.01 Tuesday 27 0.01 0.36 0.01 Tuesday 28 0.01 0.62 0.01 Tuesday 29 0.02 1.22 0.02 Tuesday 30 0.04 1.54 0.04 Tuesday 31 0.05 1.55 0.05 Tuesday 32 0.05 1.38 0.05 Tuesday 33 0.05 1.35 0.05 Tuesday 34 0.05 1.17 0.05 Tuesday 35 0.04 1.02 0.04 Tuesday 36 0.04 1.03 0.04 Tuesday 37 0.04 0.91 0.04 Max Min Ave Max Min Ave Tuesday 38 0.03 0.92 0.03 FM Data 0.05 0.01 0.03 0.06 0.01 0.04 Tuesday 39 0.03 0.96 0.03 Model 0.05 0.01 0.03 0.06 0.01 0.04 Tuesday 40 0.03 1.05 0.03 Diff (0.00) (0.00) (0.00) 0.00 0.00 0.00 Tuesday 41 0.04 1.26 0.04 % Diff 0%0%0%0%1%0%Tuesday 42 0.04 1.34 0.04 Tuesday 43 0.05 1.28 0.05 Tuesday 44 0.04 1.22 0.04 Tuesday 45 0.04 1.03 0.04 Tuesday 46 0.04 0.72 0.04 Tuesday 47 0.02 0.52 0.03 Wednesday 48 0.02 0.37 0.02 Wednesday 49 0.01 0.33 0.01 Wednesday 50 0.01 0.32 0.01 Wednesday 51 0.01 0.36 0.01 Wednesday 52 0.01 0.62 0.01 Wednesday 53 0.02 1.22 0.02 Wednesday 54 0.04 1.54 0.04 Wednesday 55 0.05 1.55 0.05 Wednesday 56 0.05 1.38 0.05 Wednesday 57 0.05 1.35 0.05 Wednesday 58 0.05 1.17 0.05 Wednesday 59 0.04 1.02 0.04 Wednesday 60 0.04 1.03 0.04 Wednesday 61 0.04 0.91 0.04 Wednesday 62 0.03 0.92 0.03 Wednesday 63 0.03 0.96 0.03 Wednesday 64 0.03 1.05 0.03 Wednesday 65 0.04 1.26 0.04 Wednesday 66 0.04 1.34 0.04 Wednesday 67 0.05 1.28 0.05 Wednesday 68 0.04 1.22 0.04 Wednesday 69 0.04 1.03 0.04 Wednesday 70 0.04 0.72 0.04 Wednesday 71 0.02 0.52 0.03 Thursday 72 0.02 0.37 0.02 Thursday 73 0.01 0.33 0.01 Thursday 74 0.01 0.32 0.01 Thursday 75 0.01 0.36 0.01 Thursday 76 0.01 0.62 0.01 Thursday 77 0.02 1.22 0.02 Thursday 78 0.04 1.54 0.04 Thursday 79 0.05 1.55 0.05 Thursday 80 0.05 1.38 0.05 Thursday 81 0.05 1.35 0.05 Thursday 82 0.05 1.17 0.05 Thursday 83 0.04 1.02 0.04 Thursday 84 0.04 1.03 0.04 Thursday 85 0.04 0.91 0.04 Thursday 86 0.03 0.92 0.03 Thursday 87 0.03 0.96 0.03 Thursday 88 0.03 1.05 0.03 Thursday 89 0.04 1.26 0.04 Thursday 90 0.04 1.34 0.04 Thursday 91 0.05 1.28 0.05 Thursday 92 0.04 1.22 0.04 Thursday 93 0.04 1.03 0.04 Thursday 94 0.04 0.72 0.04 Thursday 95 0.02 0.52 0.03 Friday 96 0.02 0.37 0.02 Friday 97 0.01 0.33 0.01 Friday 98 0.01 0.32 0.01 Friday 99 0.01 0.36 0.01 Friday 100 0.01 0.62 0.01 Friday 101 0.02 1.22 0.02 Friday 102 0.04 1.54 0.04 Friday 103 0.05 1.55 0.05 Friday 104 0.05 1.38 0.05 Friday 105 0.05 1.35 0.05 Friday 106 0.05 1.17 0.05 Friday 107 0.04 1.02 0.04 Friday 108 0.04 1.03 0.04 Friday 109 0.04 0.91 0.04 Friday 110 0.03 0.92 0.03 Friday 111 0.03 0.96 0.03 Friday 112 0.03 1.05 0.03 Friday 113 0.04 1.26 0.04 Friday 114 0.04 1.34 0.04 Friday 115 0.05 1.28 0.05 Friday 116 0.04 1.22 0.04 Friday 117 0.04 1.03 0.04 Friday 118 0.04 0.72 0.04 Friday 119 0.02 0.52 0.03 Saturday 120 0.02 0.43 0.02 Saturday 121 0.01 0.32 0.01 Saturday 122 0.01 0.31 0.01 Saturday 123 0.01 0.35 0.01 Saturday 124 0.01 0.36 0.01 Saturday 125 0.01 0.61 0.01 Saturday 126 0.02 1.10 0.02 Saturday 127 0.04 1.58 0.04 Saturday 128 0.05 1.81 0.05 Saturday 129 0.06 1.76 0.06 Saturday 130 0.06 1.66 0.06 Saturday 131 0.06 1.49 0.06 Saturday 132 0.05 1.46 0.05 Saturday 133 0.05 1.23 0.05 Saturday 134 0.04 1.21 0.04 Saturday 135 0.04 1.16 0.04 Saturday 136 0.04 1.17 0.04 Saturday 137 0.04 1.24 0.04 Saturday 138 0.04 1.35 0.04 Saturday 139 0.05 1.34 0.05 Saturday 140 0.05 1.11 0.05 Saturday 141 0.04 0.92 0.04 Saturday 142 0.03 0.78 0.03 Saturday 143 0.03 0.57 0.03 Sunday 144 0.02 0.43 0.02 Sunday 145 0.01 0.32 0.02 Sunday 146 0.01 0.31 0.01 Sunday 147 0.01 0.35 0.01 Sunday 148 0.01 0.36 0.01 Sunday 149 0.01 0.61 0.01 Sunday 150 0.02 1.10 0.02 Sunday 151 0.04 1.58 0.04 Sunday 152 0.05 1.81 0.05 Sunday 153 0.06 1.76 0.06 Sunday 154 0.06 1.66 0.06 Sunday 155 0.06 1.49 0.06 Sunday 156 0.05 1.46 0.05 Sunday 157 0.05 1.23 0.05 Sunday 158 0.04 1.21 0.04 Sunday 159 0.04 1.16 0.04 Sunday 160 0.04 1.17 0.04 Sunday 161 0.04 1.24 0.04 Sunday 162 0.04 1.35 0.04 Sunday 163 0.05 1.34 0.05 Sunday 164 0.05 1.11 0.05 Sunday 165 0.04 0.92 0.04 Sunday 166 0.03 0.78 0.03 Sunday 167 0.03 0.57 0.03 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2014 ADS Meter 10c-25 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.08 0.09 0.08 0 0.74 0.75 0.74 0 0.73 0.78 0.74 1 0.07 0.07 0.07 1 0.68 0.68 0.68 1 0.66 0.71 0.68 2 0.07 0.07 0.07 2 0.64 0.62 0.64 2 0.63 0.65 0.64 3 0.06 0.06 0.06 3 0.68 0.65 0.67 3 0.67 0.68 0.67 4 0.07 0.06 0.07 4 0.91 0.67 0.84 4 0.90 0.70 0.84 5 0.09 0.07 0.08 5 1.13 0.83 1.04 5 1.11 0.86 1.04 6 0.11 0.08 0.10 6 1.46 0.95 1.31 6 1.43 0.99 1.31 7 0.14 0.09 0.13 7 1.37 1.14 1.31 7 1.35 1.19 1.31 8 0.14 0.11 0.13 8 1.50 1.39 1.47 8 1.48 1.45 1.47 9 0.15 0.14 0.15 9 1.38 1.38 1.38 9 1.36 1.44 1.38 10 0.14 0.14 0.14 10 1.30 1.25 1.28 10 1.28 1.31 1.28 11 0.13 0.12 0.13 11 1.30 1.14 1.25 11 1.28 1.19 1.25 12 0.13 0.11 0.12 12 1.05 1.00 1.03 12 1.03 1.04 1.03 13 0.10 0.10 0.10 13 0.94 0.98 0.96 13 0.93 1.02 0.96 14 0.09 0.10 0.09 14 0.92 0.92 0.92 14 0.90 0.96 0.92 15 0.09 0.09 0.09 15 0.87 0.96 0.90 15 0.86 1.00 0.90 16 0.09 0.10 0.09 16 0.88 0.94 0.90 16 0.87 0.98 0.90 17 0.09 0.09 0.09 17 0.96 1.06 0.99 17 0.94 1.11 0.99 18 0.10 0.11 0.10 18 1.05 1.02 1.04 18 1.04 1.06 1.04 19 0.10 0.10 0.10 19 1.07 1.05 1.06 19 1.05 1.10 1.06 20 0.11 0.10 0.11 20 0.97 0.96 0.97 20 0.96 1.00 0.97 21 0.10 0.09 0.10 21 0.86 0.85 0.86 21 0.85 0.89 0.86 22 0.09 0.08 0.09 22 0.91 0.94 0.92 22 0.89 0.98 0.92 23 0.09 0.09 0.09 23 0.83 0.88 0.84 23 0.82 0.92 0.84 Average 0.10 0.10 0.10 Total 24.39 23.02 24.00 Total 24.00 24.00 24.00 Average 1.02 0.96 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.08 0.74 0.08 0.10 0.96 0.73 0.78 Monday 1 0.07 0.68 0.07 1.02 0.66 0.71 Monday 2 0.07 0.64 0.07 1.02 0.63 0.65 Monday 3 0.06 0.68 0.06 1.02 0.67 0.68 Monday 4 0.07 0.91 0.07 1.02 0.90 0.70 Monday 5 0.09 1.13 0.09 1.02 1.11 0.86 Monday 6 0.11 1.46 0.11 0.96 1.43 0.99 Monday 7 0.14 1.37 0.14 1.35 1.19 Monday 8 0.14 1.50 0.14 1.48 1.45 Monday 9 0.15 1.38 0.15 1.36 1.44 Monday 10 0.14 1.30 0.14 1.28 1.31 Monday 11 0.13 1.30 0.13 1.28 1.19 Monday 12 0.13 1.05 0.13 1.03 1.04 Monday 13 0.10 0.94 0.10 0.93 1.02 Monday 14 0.09 0.92 0.09 0.90 0.96 Monday 15 0.09 0.87 0.09 0.86 1.00 Monday 16 0.09 0.88 0.09 0.87 0.98 Monday 17 0.09 0.96 0.09 0.94 1.11 Monday 18 0.10 1.05 0.10 1.04 1.06 Monday 19 0.10 1.07 0.10 1.05 1.10 Monday 20 0.11 0.97 0.11 0.96 1.00 Monday 21 0.10 0.86 0.10 0.85 0.89 Monday 22 0.09 0.91 0.09 0.89 0.98 Monday 23 0.09 0.83 0.09 0.82 0.92 Tuesday 24 0.08 0.74 0.08 Tuesday 25 0.07 0.68 0.07 Tuesday 26 0.07 0.64 0.07 Tuesday 27 0.06 0.68 0.06 Tuesday 28 0.07 0.91 0.07 Tuesday 29 0.09 1.13 0.09 Tuesday 30 0.11 1.46 0.11 Tuesday 31 0.14 1.37 0.14 Tuesday 32 0.14 1.50 0.14 Tuesday 33 0.15 1.38 0.15 Tuesday 34 0.14 1.30 0.14 Tuesday 35 0.13 1.30 0.13 Tuesday 36 0.13 1.05 0.13 Tuesday 37 0.10 0.94 0.10 Max Min Ave Max Min Ave Tuesday 38 0.09 0.92 0.09 FM Data 0.15 0.06 0.10 0.14 0.06 0.10 Tuesday 39 0.09 0.87 0.09 Model 0.15 0.06 0.10 0.14 0.06 0.10 Tuesday 40 0.09 0.88 0.09 Diff - - - - - - Tuesday 41 0.09 0.96 0.09 % Diff 0%0%0%0%0%0%Tuesday 42 0.10 1.05 0.10 Tuesday 43 0.10 1.07 0.10 Tuesday 44 0.11 0.97 0.11 Tuesday 45 0.10 0.86 0.10 Tuesday 46 0.09 0.91 0.09 Tuesday 47 0.09 0.83 0.09 Wednesday 48 0.08 0.74 0.08 Wednesday 49 0.07 0.68 0.07 Wednesday 50 0.07 0.64 0.07 Wednesday 51 0.06 0.68 0.06 Wednesday 52 0.07 0.91 0.07 Wednesday 53 0.09 1.13 0.09 Wednesday 54 0.11 1.46 0.11 Wednesday 55 0.14 1.37 0.14 Wednesday 56 0.14 1.50 0.14 Wednesday 57 0.15 1.38 0.15 Wednesday 58 0.14 1.30 0.14 Wednesday 59 0.13 1.30 0.13 Wednesday 60 0.13 1.05 0.13 Wednesday 61 0.10 0.94 0.10 Wednesday 62 0.09 0.92 0.09 Wednesday 63 0.09 0.87 0.09 Wednesday 64 0.09 0.88 0.09 Wednesday 65 0.09 0.96 0.09 Wednesday 66 0.10 1.05 0.10 Wednesday 67 0.10 1.07 0.10 Wednesday 68 0.11 0.97 0.11 Wednesday 69 0.10 0.86 0.10 Wednesday 70 0.09 0.91 0.09 Wednesday 71 0.09 0.83 0.09 Thursday 72 0.08 0.74 0.08 Thursday 73 0.07 0.68 0.07 Thursday 74 0.07 0.64 0.07 Thursday 75 0.06 0.68 0.06 Thursday 76 0.07 0.91 0.07 Thursday 77 0.09 1.13 0.09 Thursday 78 0.11 1.46 0.11 Thursday 79 0.14 1.37 0.14 Thursday 80 0.14 1.50 0.14 Thursday 81 0.15 1.38 0.15 Thursday 82 0.14 1.30 0.14 Thursday 83 0.13 1.30 0.13 Thursday 84 0.13 1.05 0.13 Thursday 85 0.10 0.94 0.10 Thursday 86 0.09 0.92 0.09 Thursday 87 0.09 0.87 0.09 Thursday 88 0.09 0.88 0.09 Thursday 89 0.09 0.96 0.09 Thursday 90 0.10 1.05 0.10 Thursday 91 0.10 1.07 0.10 Thursday 92 0.11 0.97 0.11 Thursday 93 0.10 0.86 0.10 Thursday 94 0.09 0.91 0.09 Thursday 95 0.09 0.83 0.09 Friday 96 0.08 0.74 0.08 Friday 97 0.07 0.68 0.07 Friday 98 0.07 0.64 0.07 Friday 99 0.06 0.68 0.06 Friday 100 0.07 0.91 0.07 Friday 101 0.09 1.13 0.09 Friday 102 0.11 1.46 0.11 Friday 103 0.14 1.37 0.14 Friday 104 0.14 1.50 0.14 Friday 105 0.15 1.38 0.15 Friday 106 0.14 1.30 0.14 Friday 107 0.13 1.30 0.13 Friday 108 0.13 1.05 0.13 Friday 109 0.10 0.94 0.10 Friday 110 0.09 0.92 0.09 Friday 111 0.09 0.87 0.09 Friday 112 0.09 0.88 0.09 Friday 113 0.09 0.96 0.09 Friday 114 0.10 1.05 0.10 Friday 115 0.10 1.07 0.10 Friday 116 0.11 0.97 0.11 Friday 117 0.10 0.86 0.10 Friday 118 0.09 0.91 0.09 Friday 119 0.09 0.83 0.09 Saturday 120 0.09 0.75 0.09 Saturday 121 0.07 0.68 0.07 Saturday 122 0.07 0.62 0.07 Saturday 123 0.06 0.65 0.06 Saturday 124 0.06 0.67 0.06 Saturday 125 0.07 0.83 0.07 Saturday 126 0.08 0.95 0.08 Saturday 127 0.09 1.14 0.09 Saturday 128 0.11 1.39 0.11 Saturday 129 0.14 1.38 0.14 Saturday 130 0.14 1.25 0.14 Saturday 131 0.12 1.14 0.12 Saturday 132 0.11 1.00 0.11 Saturday 133 0.10 0.98 0.10 Saturday 134 0.10 0.92 0.10 Saturday 135 0.09 0.96 0.09 Saturday 136 0.10 0.94 0.10 Saturday 137 0.09 1.06 0.09 Saturday 138 0.11 1.02 0.11 Saturday 139 0.10 1.05 0.10 Saturday 140 0.10 0.96 0.10 Saturday 141 0.09 0.85 0.09 Saturday 142 0.08 0.94 0.08 Saturday 143 0.09 0.88 0.09 Sunday 144 0.09 0.75 0.09 Sunday 145 0.07 0.68 0.07 Sunday 146 0.07 0.62 0.07 Sunday 147 0.06 0.65 0.06 Sunday 148 0.06 0.67 0.06 Sunday 149 0.07 0.83 0.07 Sunday 150 0.08 0.95 0.08 Sunday 151 0.09 1.14 0.09 Sunday 152 0.11 1.39 0.11 Sunday 153 0.14 1.38 0.14 Sunday 154 0.14 1.25 0.14 Sunday 155 0.12 1.14 0.12 Sunday 156 0.11 1.00 0.11 Sunday 157 0.10 0.98 0.10 Sunday 158 0.10 0.92 0.10 Sunday 159 0.09 0.96 0.09 Sunday 160 0.10 0.94 0.10 Sunday 161 0.09 1.06 0.09 Sunday 162 0.11 1.02 0.11 Sunday 163 0.10 1.05 0.10 Sunday 164 0.10 0.96 0.10 Sunday 165 0.09 0.85 0.09 Sunday 166 0.08 0.94 0.08 Sunday 167 0.09 0.88 0.09 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2014 ADS Meter 18C-3 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.03 0.04 0.03 0 0.35 0.47 0.38 0 0.35 0.45 0.38 1 0.02 0.03 0.02 1 0.31 0.48 0.36 1 0.32 0.46 0.36 2 0.02 0.03 0.02 2 0.32 0.39 0.34 2 0.32 0.37 0.34 3 0.02 0.02 0.02 3 0.33 0.35 0.34 3 0.34 0.34 0.34 4 0.02 0.02 0.02 4 0.40 0.39 0.40 4 0.41 0.37 0.40 5 0.02 0.02 0.02 5 0.70 0.60 0.67 5 0.71 0.58 0.67 6 0.04 0.03 0.04 6 1.27 1.22 1.25 6 1.29 1.17 1.25 7 0.07 0.07 0.07 7 1.71 1.82 1.74 7 1.74 1.75 1.74 8 0.09 0.10 0.10 8 1.87 1.89 1.88 8 1.90 1.81 1.88 9 0.10 0.10 0.10 9 1.76 1.86 1.79 9 1.80 1.78 1.79 10 0.10 0.10 0.10 10 1.57 1.68 1.60 10 1.60 1.61 1.60 11 0.09 0.09 0.09 11 1.38 1.54 1.43 11 1.40 1.48 1.43 12 0.08 0.09 0.08 12 1.12 1.41 1.20 12 1.14 1.35 1.20 13 0.06 0.08 0.07 13 1.04 1.18 1.08 13 1.06 1.13 1.08 14 0.06 0.07 0.06 14 0.93 1.08 0.97 14 0.95 1.04 0.97 15 0.05 0.06 0.05 15 0.90 0.98 0.92 15 0.91 0.94 0.92 16 0.05 0.05 0.05 16 0.94 1.06 0.97 16 0.96 1.02 0.97 17 0.05 0.06 0.05 17 1.06 1.07 1.06 17 1.08 1.02 1.06 18 0.06 0.06 0.06 18 1.17 1.13 1.16 18 1.19 1.08 1.16 19 0.06 0.06 0.06 19 1.13 1.04 1.10 19 1.15 0.99 1.10 20 0.06 0.06 0.06 20 0.96 0.98 0.97 20 0.98 0.94 0.97 21 0.05 0.05 0.05 21 0.98 0.94 0.97 21 1.00 0.90 0.97 22 0.05 0.05 0.05 22 0.84 0.84 0.84 22 0.86 0.80 0.84 23 0.05 0.05 0.05 23 0.54 0.64 0.57 23 0.55 0.61 0.57 Average 0.05 0.06 0.06 Total 23.59 25.03 24.00 Total 24.00 24.00 24.00 Average 0.98 1.04 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.03 0.35 0.03 0.06 1.04 0.35 0.45 Monday 1 0.02 0.31 0.02 0.98 0.32 0.46 Monday 2 0.02 0.32 0.02 0.98 0.32 0.37 Monday 3 0.02 0.33 0.02 0.98 0.34 0.34 Monday 4 0.02 0.40 0.02 0.98 0.41 0.37 Monday 5 0.02 0.70 0.02 0.98 0.71 0.58 Monday 6 0.04 1.27 0.04 1.04 1.29 1.17 Monday 7 0.07 1.71 0.07 1.74 1.75 Monday 8 0.09 1.87 0.09 1.90 1.81 Monday 9 0.10 1.76 0.10 1.80 1.78 Monday 10 0.10 1.57 0.10 1.60 1.61 Monday 11 0.09 1.38 0.09 1.40 1.48 Monday 12 0.08 1.12 0.08 1.14 1.35 Monday 13 0.06 1.04 0.06 1.06 1.13 Monday 14 0.06 0.93 0.06 0.95 1.04 Monday 15 0.05 0.90 0.05 0.91 0.94 Monday 16 0.05 0.94 0.05 0.96 1.02 Monday 17 0.05 1.06 0.05 1.08 1.02 Monday 18 0.06 1.17 0.06 1.19 1.08 Monday 19 0.06 1.13 0.06 1.15 0.99 Monday 20 0.06 0.96 0.06 0.98 0.94 Monday 21 0.05 0.98 0.05 1.00 0.90 Monday 22 0.05 0.84 0.05 0.86 0.80 Monday 23 0.05 0.54 0.05 0.55 0.61 Tuesday 24 0.03 0.35 0.03 Tuesday 25 0.02 0.31 0.02 Tuesday 26 0.02 0.32 0.02 Tuesday 27 0.02 0.33 0.02 Tuesday 28 0.02 0.40 0.02 Tuesday 29 0.02 0.70 0.02 Tuesday 30 0.04 1.27 0.04 Tuesday 31 0.07 1.71 0.07 Tuesday 32 0.09 1.87 0.09 Tuesday 33 0.10 1.76 0.10 Tuesday 34 0.10 1.57 0.10 Tuesday 35 0.09 1.38 0.09 Tuesday 36 0.08 1.12 0.08 Tuesday 37 0.06 1.04 0.06 Max Min Ave Max Min Ave Tuesday 38 0.06 0.93 0.06 FM Data 0.10 0.02 0.05 0.10 0.02 0.06 Tuesday 39 0.05 0.90 0.05 Model 0.10 0.02 0.05 0.10 0.02 0.06 Tuesday 40 0.05 0.94 0.05 Diff - - - - - - Tuesday 41 0.05 1.06 0.05 % Diff 0%0%0%0%0%0%Tuesday 42 0.06 1.17 0.06 Tuesday 43 0.06 1.13 0.06 Tuesday 44 0.06 0.96 0.06 Tuesday 45 0.05 0.98 0.05 Tuesday 46 0.05 0.84 0.05 Tuesday 47 0.05 0.54 0.05 Wednesday 48 0.03 0.35 0.03 Wednesday 49 0.02 0.31 0.02 Wednesday 50 0.02 0.32 0.02 Wednesday 51 0.02 0.33 0.02 Wednesday 52 0.02 0.40 0.02 Wednesday 53 0.02 0.70 0.02 Wednesday 54 0.04 1.27 0.04 Wednesday 55 0.07 1.71 0.07 Wednesday 56 0.09 1.87 0.09 Wednesday 57 0.10 1.76 0.10 Wednesday 58 0.10 1.57 0.10 Wednesday 59 0.09 1.38 0.09 Wednesday 60 0.08 1.12 0.08 Wednesday 61 0.06 1.04 0.06 Wednesday 62 0.06 0.93 0.06 Wednesday 63 0.05 0.90 0.05 Wednesday 64 0.05 0.94 0.05 Wednesday 65 0.05 1.06 0.05 Wednesday 66 0.06 1.17 0.06 Wednesday 67 0.06 1.13 0.06 Wednesday 68 0.06 0.96 0.06 Wednesday 69 0.05 0.98 0.05 Wednesday 70 0.05 0.84 0.05 Wednesday 71 0.05 0.54 0.05 Thursday 72 0.03 0.35 0.03 Thursday 73 0.02 0.31 0.02 Thursday 74 0.02 0.32 0.02 Thursday 75 0.02 0.33 0.02 Thursday 76 0.02 0.40 0.02 Thursday 77 0.02 0.70 0.02 Thursday 78 0.04 1.27 0.04 Thursday 79 0.07 1.71 0.07 Thursday 80 0.09 1.87 0.09 Thursday 81 0.10 1.76 0.10 Thursday 82 0.10 1.57 0.10 Thursday 83 0.09 1.38 0.09 Thursday 84 0.08 1.12 0.08 Thursday 85 0.06 1.04 0.06 Thursday 86 0.06 0.93 0.06 Thursday 87 0.05 0.90 0.05 Thursday 88 0.05 0.94 0.05 Thursday 89 0.05 1.06 0.05 Thursday 90 0.06 1.17 0.06 Thursday 91 0.06 1.13 0.06 Thursday 92 0.06 0.96 0.06 Thursday 93 0.05 0.98 0.05 Thursday 94 0.05 0.84 0.05 Thursday 95 0.05 0.54 0.05 Friday 96 0.03 0.35 0.03 Friday 97 0.02 0.31 0.02 Friday 98 0.02 0.32 0.02 Friday 99 0.02 0.33 0.02 Friday 100 0.02 0.40 0.02 Friday 101 0.02 0.70 0.02 Friday 102 0.04 1.27 0.04 Friday 103 0.07 1.71 0.07 Friday 104 0.09 1.87 0.09 Friday 105 0.10 1.76 0.10 Friday 106 0.10 1.57 0.10 Friday 107 0.09 1.38 0.09 Friday 108 0.08 1.12 0.08 Friday 109 0.06 1.04 0.06 Friday 110 0.06 0.93 0.06 Friday 111 0.05 0.90 0.05 Friday 112 0.05 0.94 0.05 Friday 113 0.05 1.06 0.05 Friday 114 0.06 1.17 0.06 Friday 115 0.06 1.13 0.06 Friday 116 0.06 0.96 0.06 Friday 117 0.05 0.98 0.05 Friday 118 0.05 0.84 0.05 Friday 119 0.05 0.54 0.05 Saturday 120 0.04 0.47 0.04 Saturday 121 0.03 0.48 0.03 Saturday 122 0.03 0.39 0.03 Saturday 123 0.02 0.35 0.02 Saturday 124 0.02 0.39 0.02 Saturday 125 0.02 0.60 0.02 Saturday 126 0.03 1.22 0.03 Saturday 127 0.07 1.82 0.07 Saturday 128 0.10 1.89 0.10 Saturday 129 0.10 1.86 0.10 Saturday 130 0.10 1.68 0.10 Saturday 131 0.09 1.54 0.09 Saturday 132 0.09 1.41 0.09 Saturday 133 0.08 1.18 0.08 Saturday 134 0.07 1.08 0.07 Saturday 135 0.06 0.98 0.06 Saturday 136 0.05 1.06 0.05 Saturday 137 0.06 1.07 0.06 Saturday 138 0.06 1.13 0.06 Saturday 139 0.06 1.04 0.06 Saturday 140 0.06 0.98 0.06 Saturday 141 0.05 0.94 0.05 Saturday 142 0.05 0.84 0.05 Saturday 143 0.05 0.64 0.05 Sunday 144 0.04 0.47 0.04 Sunday 145 0.03 0.48 0.03 Sunday 146 0.03 0.39 0.03 Sunday 147 0.02 0.35 0.02 Sunday 148 0.02 0.39 0.02 Sunday 149 0.02 0.60 0.02 Sunday 150 0.03 1.22 0.03 Sunday 151 0.07 1.82 0.07 Sunday 152 0.10 1.89 0.10 Sunday 153 0.10 1.86 0.10 Sunday 154 0.10 1.68 0.10 Sunday 155 0.09 1.54 0.09 Sunday 156 0.09 1.41 0.09 Sunday 157 0.08 1.18 0.08 Sunday 158 0.07 1.08 0.07 Sunday 159 0.06 0.98 0.06 Sunday 160 0.05 1.06 0.05 Sunday 161 0.06 1.07 0.06 Sunday 162 0.06 1.13 0.06 Sunday 163 0.06 1.04 0.06 Sunday 164 0.06 0.98 0.06 Sunday 165 0.05 0.94 0.05 Sunday 166 0.05 0.84 0.05 Sunday 167 0.05 0.64 0.05 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2014 ADS Meter 5D-28 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.02 0.02 0.02 0 0.61 0.59 0.61 0 0.61 0.59 0.61 1 0.02 0.02 0.02 1 0.60 0.55 0.58 1 0.60 0.55 0.58 2 0.02 0.01 0.01 2 0.61 0.55 0.59 2 0.61 0.55 0.59 3 0.02 0.01 0.02 3 0.61 0.56 0.59 3 0.61 0.56 0.59 4 0.02 0.01 0.02 4 0.63 0.56 0.61 4 0.63 0.56 0.61 5 0.02 0.01 0.02 5 0.88 0.65 0.81 5 0.88 0.64 0.81 6 0.02 0.02 0.02 6 1.57 0.84 1.36 6 1.57 0.84 1.36 7 0.04 0.02 0.03 7 1.29 1.36 1.31 7 1.29 1.36 1.31 8 0.03 0.03 0.03 8 1.33 1.40 1.35 8 1.33 1.39 1.35 9 0.03 0.04 0.03 9 1.25 1.48 1.32 9 1.25 1.48 1.32 10 0.03 0.04 0.03 10 1.13 1.35 1.19 10 1.13 1.35 1.19 11 0.03 0.03 0.03 11 1.08 1.23 1.12 11 1.08 1.23 1.12 12 0.03 0.03 0.03 12 1.03 1.10 1.05 12 1.03 1.10 1.05 13 0.03 0.03 0.03 13 0.94 1.10 0.99 13 0.94 1.10 0.99 14 0.02 0.03 0.03 14 0.92 1.09 0.97 14 0.92 1.09 0.97 15 0.02 0.03 0.02 15 0.98 1.21 1.04 15 0.98 1.21 1.04 16 0.02 0.03 0.03 16 1.12 1.18 1.14 16 1.12 1.18 1.14 17 0.03 0.03 0.03 17 1.16 1.24 1.18 17 1.16 1.24 1.18 18 0.03 0.03 0.03 18 1.28 1.17 1.25 18 1.29 1.17 1.25 19 0.03 0.03 0.03 19 1.31 1.23 1.29 19 1.31 1.23 1.29 20 0.03 0.03 0.03 20 1.19 1.17 1.18 20 1.19 1.17 1.18 21 0.03 0.03 0.03 21 1.06 1.02 1.05 21 1.06 1.01 1.05 22 0.03 0.03 0.03 22 0.79 0.76 0.78 22 0.79 0.76 0.78 23 0.02 0.02 0.02 23 0.62 0.66 0.63 23 0.62 0.65 0.63 Average 0.03 0.03 0.03 Total 23.99 24.04 24.00 Total 24.00 24.00 24.00 Average 1.00 1.00 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.02 0.61 0.02 0.03 1.00 0.61 0.59 Monday 1 0.02 0.60 0.02 1.00 0.60 0.55 Monday 2 0.02 0.61 0.02 1.00 0.61 0.55 Monday 3 0.02 0.61 0.02 1.00 0.61 0.56 Monday 4 0.02 0.63 0.02 1.00 0.63 0.56 Monday 5 0.02 0.88 0.02 1.00 0.88 0.64 Monday 6 0.02 1.57 0.02 1.00 1.57 0.84 Monday 7 0.04 1.29 0.04 1.29 1.36 Monday 8 0.03 1.33 0.03 1.33 1.39 Monday 9 0.03 1.25 0.03 1.25 1.48 Monday 10 0.03 1.13 0.03 1.13 1.35 Monday 11 0.03 1.08 0.03 1.08 1.23 Monday 12 0.03 1.03 0.03 1.03 1.10 Monday 13 0.03 0.94 0.03 0.94 1.10 Monday 14 0.02 0.92 0.02 0.92 1.09 Monday 15 0.02 0.98 0.02 0.98 1.21 Monday 16 0.02 1.12 0.02 1.12 1.18 Monday 17 0.03 1.16 0.03 1.16 1.24 Monday 18 0.03 1.28 0.03 1.29 1.17 Monday 19 0.03 1.31 0.03 1.31 1.23 Monday 20 0.03 1.19 0.03 1.19 1.17 Monday 21 0.03 1.06 0.03 1.06 1.01 Monday 22 0.03 0.79 0.03 0.79 0.76 Monday 23 0.02 0.62 0.02 0.62 0.65 Tuesday 24 0.02 0.61 0.02 Tuesday 25 0.02 0.60 0.02 Tuesday 26 0.02 0.61 0.02 Tuesday 27 0.02 0.61 0.02 Tuesday 28 0.02 0.63 0.02 Tuesday 29 0.02 0.88 0.02 Tuesday 30 0.02 1.57 0.02 Tuesday 31 0.04 1.29 0.04 Tuesday 32 0.03 1.33 0.03 Tuesday 33 0.03 1.25 0.03 Tuesday 34 0.03 1.13 0.03 Tuesday 35 0.03 1.08 0.03 Tuesday 36 0.03 1.03 0.03 Tuesday 37 0.03 0.94 0.03 Max Min Ave Max Min Ave Tuesday 38 0.02 0.92 0.02 FM Data 0.04 0.02 0.03 0.04 0.01 0.03 Tuesday 39 0.02 0.98 0.02 Model 0.04 0.02 0.03 0.04 0.01 0.03 Tuesday 40 0.02 1.12 0.02 Diff - - - - - - Tuesday 41 0.03 1.16 0.03 % Diff 0%0%0%0%0%0%Tuesday 42 0.03 1.28 0.03 Tuesday 43 0.03 1.31 0.03 Tuesday 44 0.03 1.19 0.03 Tuesday 45 0.03 1.06 0.03 Tuesday 46 0.03 0.79 0.03 Tuesday 47 0.02 0.62 0.02 Wednesday 48 0.02 0.61 0.02 Wednesday 49 0.02 0.60 0.02 Wednesday 50 0.02 0.61 0.02 Wednesday 51 0.02 0.61 0.02 Wednesday 52 0.02 0.63 0.02 Wednesday 53 0.02 0.88 0.02 Wednesday 54 0.02 1.57 0.02 Wednesday 55 0.04 1.29 0.04 Wednesday 56 0.03 1.33 0.03 Wednesday 57 0.03 1.25 0.03 Wednesday 58 0.03 1.13 0.03 Wednesday 59 0.03 1.08 0.03 Wednesday 60 0.03 1.03 0.03 Wednesday 61 0.03 0.94 0.03 Wednesday 62 0.02 0.92 0.02 Wednesday 63 0.02 0.98 0.02 Wednesday 64 0.02 1.12 0.02 Wednesday 65 0.03 1.16 0.03 Wednesday 66 0.03 1.28 0.03 Wednesday 67 0.03 1.31 0.03 Wednesday 68 0.03 1.19 0.03 Wednesday 69 0.03 1.06 0.03 Wednesday 70 0.03 0.79 0.03 Wednesday 71 0.02 0.62 0.02 Thursday 72 0.02 0.61 0.02 Thursday 73 0.02 0.60 0.02 Thursday 74 0.02 0.61 0.02 Thursday 75 0.02 0.61 0.02 Thursday 76 0.02 0.63 0.02 Thursday 77 0.02 0.88 0.02 Thursday 78 0.02 1.57 0.02 Thursday 79 0.04 1.29 0.04 Thursday 80 0.03 1.33 0.03 Thursday 81 0.03 1.25 0.03 Thursday 82 0.03 1.13 0.03 Thursday 83 0.03 1.08 0.03 Thursday 84 0.03 1.03 0.03 Thursday 85 0.03 0.94 0.03 Thursday 86 0.02 0.92 0.02 Thursday 87 0.02 0.98 0.02 Thursday 88 0.02 1.12 0.02 Thursday 89 0.03 1.16 0.03 Thursday 90 0.03 1.28 0.03 Thursday 91 0.03 1.31 0.03 Thursday 92 0.03 1.19 0.03 Thursday 93 0.03 1.06 0.03 Thursday 94 0.03 0.79 0.03 Thursday 95 0.02 0.62 0.02 Friday 96 0.02 0.61 0.02 Friday 97 0.02 0.60 0.02 Friday 98 0.02 0.61 0.02 Friday 99 0.02 0.61 0.02 Friday 100 0.02 0.63 0.02 Friday 101 0.02 0.88 0.02 Friday 102 0.02 1.57 0.02 Friday 103 0.04 1.29 0.04 Friday 104 0.03 1.33 0.03 Friday 105 0.03 1.25 0.03 Friday 106 0.03 1.13 0.03 Friday 107 0.03 1.08 0.03 Friday 108 0.03 1.03 0.03 Friday 109 0.03 0.94 0.03 Friday 110 0.02 0.92 0.02 Friday 111 0.02 0.98 0.02 Friday 112 0.02 1.12 0.02 Friday 113 0.03 1.16 0.03 Friday 114 0.03 1.28 0.03 Friday 115 0.03 1.31 0.03 Friday 116 0.03 1.19 0.03 Friday 117 0.03 1.06 0.03 Friday 118 0.03 0.79 0.03 Friday 119 0.02 0.62 0.02 Saturday 120 0.02 0.59 0.02 Saturday 121 0.02 0.55 0.02 Saturday 122 0.01 0.55 0.01 Saturday 123 0.01 0.56 0.01 Saturday 124 0.01 0.56 0.01 Saturday 125 0.01 0.65 0.01 Saturday 126 0.02 0.84 0.02 Saturday 127 0.02 1.36 0.02 Saturday 128 0.03 1.40 0.03 Saturday 129 0.04 1.48 0.04 Saturday 130 0.04 1.35 0.04 Saturday 131 0.03 1.23 0.03 Saturday 132 0.03 1.10 0.03 Saturday 133 0.03 1.10 0.03 Saturday 134 0.03 1.09 0.03 Saturday 135 0.03 1.21 0.03 Saturday 136 0.03 1.18 0.03 Saturday 137 0.03 1.24 0.03 Saturday 138 0.03 1.17 0.03 Saturday 139 0.03 1.23 0.03 Saturday 140 0.03 1.17 0.03 Saturday 141 0.03 1.02 0.03 Saturday 142 0.03 0.76 0.03 Saturday 143 0.02 0.66 0.02 Sunday 144 0.02 0.59 0.02 Sunday 145 0.02 0.55 0.02 Sunday 146 0.01 0.55 0.01 Sunday 147 0.01 0.56 0.01 Sunday 148 0.01 0.56 0.01 Sunday 149 0.01 0.65 0.01 Sunday 150 0.02 0.84 0.02 Sunday 151 0.02 1.36 0.02 Sunday 152 0.03 1.40 0.03 Sunday 153 0.04 1.48 0.04 Sunday 154 0.04 1.35 0.04 Sunday 155 0.03 1.23 0.03 Sunday 156 0.03 1.10 0.03 Sunday 157 0.03 1.10 0.03 Sunday 158 0.03 1.09 0.03 Sunday 159 0.03 1.21 0.03 Sunday 160 0.03 1.18 0.03 Sunday 161 0.03 1.24 0.03 Sunday 162 0.03 1.17 0.03 Sunday 163 0.03 1.23 0.03 Sunday 164 0.03 1.17 0.03 Sunday 165 0.03 1.02 0.03 Sunday 166 0.03 0.76 0.03 Sunday 167 0.02 0.66 0.02 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2014 ADS Meter 6A-13 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.09 0.11 0.09 0 0.31 0.39 0.33 0 0.32 0.36 0.33 1 0.06 0.07 0.06 1 0.24 0.31 0.26 1 0.25 0.29 0.26 2 0.04 0.06 0.05 2 0.24 0.27 0.25 2 0.25 0.25 0.25 3 0.04 0.05 0.05 3 0.28 0.26 0.27 3 0.29 0.24 0.27 4 0.05 0.05 0.05 4 0.60 0.32 0.52 4 0.62 0.30 0.52 5 0.11 0.06 0.10 5 1.44 0.63 1.21 5 1.49 0.59 1.21 6 0.26 0.12 0.22 6 1.68 1.05 1.50 6 1.73 0.98 1.50 7 0.31 0.19 0.27 7 1.38 1.58 1.44 7 1.42 1.47 1.44 8 0.25 0.29 0.26 8 1.27 1.81 1.42 8 1.31 1.68 1.42 9 0.23 0.33 0.26 9 1.15 1.81 1.34 9 1.18 1.69 1.34 10 0.21 0.33 0.24 10 1.06 1.67 1.23 10 1.09 1.55 1.23 11 0.19 0.31 0.22 11 0.97 1.48 1.12 11 1.00 1.38 1.12 12 0.18 0.27 0.20 12 0.91 1.38 1.04 12 0.94 1.28 1.04 13 0.17 0.25 0.19 13 0.90 1.23 0.99 13 0.93 1.14 0.99 14 0.16 0.22 0.18 14 0.91 1.21 0.99 14 0.93 1.12 0.99 15 0.17 0.22 0.18 15 0.98 1.27 1.06 15 1.01 1.18 1.06 16 0.18 0.23 0.19 16 1.11 1.30 1.16 16 1.15 1.21 1.16 17 0.20 0.24 0.21 17 1.26 1.28 1.26 17 1.30 1.19 1.26 18 0.23 0.23 0.23 18 1.40 1.36 1.39 18 1.45 1.26 1.39 19 0.26 0.25 0.25 19 1.54 1.44 1.51 19 1.59 1.34 1.51 20 0.28 0.26 0.28 20 1.37 1.32 1.35 20 1.41 1.23 1.35 21 0.25 0.24 0.25 21 1.07 1.09 1.07 21 1.10 1.01 1.07 22 0.20 0.20 0.20 22 0.75 0.80 0.76 22 0.77 0.74 0.76 23 0.14 0.15 0.14 23 0.47 0.58 0.50 23 0.48 0.54 0.50 Average 0.18 0.20 0.18 Total 23.26 25.84 24.00 Total 24.00 24.00 24.00 Average 0.97 1.08 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.09 0.31 0.09 0.18 1.08 0.32 0.36 Monday 1 0.06 0.24 0.06 0.97 0.25 0.29 Monday 2 0.04 0.24 0.04 0.97 0.25 0.25 Monday 3 0.04 0.28 0.04 0.97 0.29 0.24 Monday 4 0.05 0.60 0.05 0.97 0.62 0.30 Monday 5 0.11 1.44 0.11 0.97 1.49 0.59 Monday 6 0.26 1.68 0.26 1.08 1.73 0.98 Monday 7 0.31 1.38 0.31 1.42 1.47 Monday 8 0.25 1.27 0.25 1.31 1.68 Monday 9 0.23 1.15 0.23 1.18 1.69 Monday 10 0.21 1.06 0.21 1.09 1.55 Monday 11 0.19 0.97 0.19 1.00 1.38 Monday 12 0.18 0.91 0.18 0.94 1.28 Monday 13 0.17 0.90 0.17 0.93 1.14 Monday 14 0.16 0.91 0.16 0.93 1.12 Monday 15 0.17 0.98 0.17 1.01 1.18 Monday 16 0.18 1.11 0.18 1.15 1.21 Monday 17 0.20 1.26 0.20 1.30 1.19 Monday 18 0.23 1.40 0.23 1.45 1.26 Monday 19 0.26 1.54 0.26 1.59 1.34 Monday 20 0.28 1.37 0.28 1.41 1.23 Monday 21 0.25 1.07 0.25 1.10 1.01 Monday 22 0.20 0.75 0.20 0.77 0.74 Monday 23 0.14 0.47 0.14 0.48 0.54 Tuesday 24 0.09 0.31 0.09 Tuesday 25 0.06 0.24 0.06 Tuesday 26 0.04 0.24 0.04 Tuesday 27 0.04 0.28 0.04 Tuesday 28 0.05 0.60 0.05 Tuesday 29 0.11 1.44 0.11 Tuesday 30 0.26 1.68 0.26 Tuesday 31 0.31 1.38 0.31 Tuesday 32 0.25 1.27 0.25 Tuesday 33 0.23 1.15 0.23 Tuesday 34 0.21 1.06 0.21 Tuesday 35 0.19 0.97 0.19 Tuesday 36 0.18 0.91 0.18 Tuesday 37 0.17 0.90 0.17 Max Min Ave Max Min Ave Tuesday 38 0.16 0.91 0.16 FM Data 0.31 0.04 0.18 0.33 0.05 0.20 Tuesday 39 0.17 0.98 0.17 Model 0.31 0.04 0.18 0.33 0.05 0.20 Tuesday 40 0.18 1.11 0.18 Diff - - - - - - Tuesday 41 0.20 1.26 0.20 % Diff 0%0%0%0%0%0%Tuesday 42 0.23 1.40 0.23 Tuesday 43 0.26 1.54 0.26 Tuesday 44 0.28 1.37 0.28 Tuesday 45 0.25 1.07 0.25 Tuesday 46 0.20 0.75 0.20 Tuesday 47 0.14 0.47 0.14 Wednesday 48 0.09 0.31 0.09 Wednesday 49 0.06 0.24 0.06 Wednesday 50 0.04 0.24 0.04 Wednesday 51 0.04 0.28 0.04 Wednesday 52 0.05 0.60 0.05 Wednesday 53 0.11 1.44 0.11 Wednesday 54 0.26 1.68 0.26 Wednesday 55 0.31 1.38 0.31 Wednesday 56 0.25 1.27 0.25 Wednesday 57 0.23 1.15 0.23 Wednesday 58 0.21 1.06 0.21 Wednesday 59 0.19 0.97 0.19 Wednesday 60 0.18 0.91 0.18 Wednesday 61 0.17 0.90 0.17 Wednesday 62 0.16 0.91 0.16 Wednesday 63 0.17 0.98 0.17 Wednesday 64 0.18 1.11 0.18 Wednesday 65 0.20 1.26 0.20 Wednesday 66 0.23 1.40 0.23 Wednesday 67 0.26 1.54 0.26 Wednesday 68 0.28 1.37 0.28 Wednesday 69 0.25 1.07 0.25 Wednesday 70 0.20 0.75 0.20 Wednesday 71 0.14 0.47 0.14 Thursday 72 0.09 0.31 0.09 Thursday 73 0.06 0.24 0.06 Thursday 74 0.04 0.24 0.04 Thursday 75 0.04 0.28 0.04 Thursday 76 0.05 0.60 0.05 Thursday 77 0.11 1.44 0.11 Thursday 78 0.26 1.68 0.26 Thursday 79 0.31 1.38 0.31 Thursday 80 0.25 1.27 0.25 Thursday 81 0.23 1.15 0.23 Thursday 82 0.21 1.06 0.21 Thursday 83 0.19 0.97 0.19 Thursday 84 0.18 0.91 0.18 Thursday 85 0.17 0.90 0.17 Thursday 86 0.16 0.91 0.16 Thursday 87 0.17 0.98 0.17 Thursday 88 0.18 1.11 0.18 Thursday 89 0.20 1.26 0.20 Thursday 90 0.23 1.40 0.23 Thursday 91 0.26 1.54 0.26 Thursday 92 0.28 1.37 0.28 Thursday 93 0.25 1.07 0.25 Thursday 94 0.20 0.75 0.20 Thursday 95 0.14 0.47 0.14 Friday 96 0.09 0.31 0.09 Friday 97 0.06 0.24 0.06 Friday 98 0.04 0.24 0.04 Friday 99 0.04 0.28 0.04 Friday 100 0.05 0.60 0.05 Friday 101 0.11 1.44 0.11 Friday 102 0.26 1.68 0.26 Friday 103 0.31 1.38 0.31 Friday 104 0.25 1.27 0.25 Friday 105 0.23 1.15 0.23 Friday 106 0.21 1.06 0.21 Friday 107 0.19 0.97 0.19 Friday 108 0.18 0.91 0.18 Friday 109 0.17 0.90 0.17 Friday 110 0.16 0.91 0.16 Friday 111 0.17 0.98 0.17 Friday 112 0.18 1.11 0.18 Friday 113 0.20 1.26 0.20 Friday 114 0.23 1.40 0.23 Friday 115 0.26 1.54 0.26 Friday 116 0.28 1.37 0.28 Friday 117 0.25 1.07 0.25 Friday 118 0.20 0.75 0.20 Friday 119 0.14 0.47 0.14 Saturday 120 0.11 0.39 0.11 Saturday 121 0.07 0.31 0.07 Saturday 122 0.06 0.27 0.06 Saturday 123 0.05 0.26 0.05 Saturday 124 0.05 0.32 0.05 Saturday 125 0.06 0.63 0.06 Saturday 126 0.12 1.05 0.12 Saturday 127 0.19 1.58 0.19 Saturday 128 0.29 1.81 0.29 Saturday 129 0.33 1.81 0.33 Saturday 130 0.33 1.67 0.33 Saturday 131 0.31 1.48 0.31 Saturday 132 0.27 1.38 0.27 Saturday 133 0.25 1.23 0.25 Saturday 134 0.22 1.21 0.22 Saturday 135 0.22 1.27 0.22 Saturday 136 0.23 1.30 0.23 Saturday 137 0.24 1.28 0.24 Saturday 138 0.23 1.36 0.23 Saturday 139 0.25 1.44 0.25 Saturday 140 0.26 1.32 0.26 Saturday 141 0.24 1.09 0.24 Saturday 142 0.20 0.80 0.20 Saturday 143 0.15 0.58 0.15 Sunday 144 0.11 0.39 0.11 Sunday 145 0.07 0.31 0.07 Sunday 146 0.06 0.27 0.06 Sunday 147 0.05 0.26 0.05 Sunday 148 0.05 0.32 0.05 Sunday 149 0.06 0.63 0.06 Sunday 150 0.12 1.05 0.12 Sunday 151 0.19 1.58 0.19 Sunday 152 0.29 1.81 0.29 Sunday 153 0.33 1.81 0.33 Sunday 154 0.33 1.67 0.33 Sunday 155 0.31 1.48 0.31 Sunday 156 0.27 1.38 0.27 Sunday 157 0.25 1.23 0.25 Sunday 158 0.22 1.21 0.22 Sunday 159 0.22 1.27 0.22 Sunday 160 0.23 1.30 0.23 Sunday 161 0.24 1.28 0.24 Sunday 162 0.23 1.36 0.23 Sunday 163 0.25 1.44 0.25 Sunday 164 0.26 1.32 0.26 Sunday 165 0.24 1.09 0.24 Sunday 166 0.20 0.80 0.20 Sunday 167 0.15 0.58 0.15 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2014 ADS Meter 9D-60 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.08 0.11 0.09 0 0.50 0.70 0.55 0 0.51 0.64 0.55 1 0.06 0.08 0.07 1 0.44 0.63 0.49 1 0.45 0.59 0.49 2 0.05 0.08 0.06 2 0.40 0.49 0.42 2 0.41 0.46 0.42 3 0.05 0.06 0.05 3 0.40 0.45 0.41 3 0.41 0.41 0.41 4 0.05 0.05 0.05 4 0.51 0.45 0.49 4 0.53 0.42 0.49 5 0.06 0.05 0.06 5 0.93 0.66 0.85 5 0.96 0.61 0.85 6 0.11 0.08 0.10 6 1.16 0.93 1.10 6 1.20 0.86 1.10 7 0.14 0.11 0.13 7 1.19 1.13 1.18 7 1.23 1.05 1.18 8 0.14 0.13 0.14 8 1.15 1.36 1.21 8 1.19 1.26 1.21 9 0.14 0.16 0.14 9 1.14 1.47 1.23 9 1.17 1.36 1.23 10 0.13 0.17 0.15 10 1.13 1.42 1.21 10 1.16 1.31 1.21 11 0.13 0.17 0.14 11 1.11 1.39 1.19 11 1.15 1.29 1.19 12 0.13 0.16 0.14 12 1.08 1.35 1.16 12 1.12 1.25 1.16 13 0.13 0.16 0.14 13 1.03 1.31 1.11 13 1.06 1.22 1.11 14 0.12 0.16 0.13 14 1.06 1.31 1.13 14 1.10 1.22 1.13 15 0.13 0.16 0.13 15 1.09 1.29 1.15 15 1.13 1.19 1.15 16 0.13 0.15 0.14 16 1.14 1.30 1.19 16 1.18 1.21 1.19 17 0.14 0.15 0.14 17 1.21 1.32 1.24 17 1.25 1.22 1.24 18 0.14 0.16 0.15 18 1.29 1.32 1.29 18 1.33 1.22 1.29 19 0.15 0.16 0.15 19 1.28 1.30 1.29 19 1.33 1.21 1.29 20 0.15 0.15 0.15 20 1.27 1.25 1.27 20 1.31 1.16 1.27 21 0.15 0.15 0.15 21 1.16 1.17 1.16 21 1.20 1.09 1.16 22 0.14 0.14 0.14 22 0.91 0.98 0.93 22 0.94 0.91 0.93 23 0.11 0.12 0.11 23 0.66 0.91 0.73 23 0.68 0.84 0.73 Average 0.11 0.13 0.12 Total 23.23 25.91 24.00 Total 24.00 24.00 24.00 Average 0.97 1.08 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.08 0.50 0.08 0.12 1.08 0.51 0.64 Monday 1 0.06 0.44 0.06 0.97 0.45 0.59 Monday 2 0.05 0.40 0.05 0.97 0.41 0.46 Monday 3 0.05 0.40 0.05 0.97 0.41 0.41 Monday 4 0.05 0.51 0.05 0.97 0.53 0.42 Monday 5 0.06 0.93 0.06 0.97 0.96 0.61 Monday 6 0.11 1.16 0.11 1.08 1.20 0.86 Monday 7 0.14 1.19 0.14 1.23 1.05 Monday 8 0.14 1.15 0.14 1.19 1.26 Monday 9 0.14 1.14 0.14 1.17 1.36 Monday 10 0.13 1.13 0.13 1.16 1.31 Monday 11 0.13 1.11 0.13 1.15 1.29 Monday 12 0.13 1.08 0.13 1.12 1.25 Monday 13 0.13 1.03 0.13 1.06 1.22 Monday 14 0.12 1.06 0.12 1.10 1.22 Monday 15 0.13 1.09 0.13 1.13 1.19 Monday 16 0.13 1.14 0.13 1.18 1.21 Monday 17 0.14 1.21 0.14 1.25 1.22 Monday 18 0.14 1.29 0.14 1.33 1.22 Monday 19 0.15 1.28 0.15 1.33 1.21 Monday 20 0.15 1.27 0.15 1.31 1.16 Monday 21 0.15 1.16 0.15 1.20 1.09 Monday 22 0.14 0.91 0.14 0.94 0.91 Monday 23 0.11 0.66 0.11 0.68 0.84 Tuesday 24 0.08 0.50 0.08 Tuesday 25 0.06 0.44 0.06 Tuesday 26 0.05 0.40 0.05 Tuesday 27 0.05 0.40 0.05 Tuesday 28 0.05 0.51 0.05 Tuesday 29 0.06 0.93 0.06 Tuesday 30 0.11 1.16 0.11 Tuesday 31 0.14 1.19 0.14 Tuesday 32 0.14 1.15 0.14 Tuesday 33 0.14 1.14 0.14 Tuesday 34 0.13 1.13 0.13 Tuesday 35 0.13 1.11 0.13 Tuesday 36 0.13 1.08 0.13 Tuesday 37 0.13 1.03 0.13 Max Min Ave Max Min Ave Tuesday 38 0.12 1.06 0.12 FM Data 0.15 0.05 0.11 0.17 0.05 0.13 Tuesday 39 0.13 1.09 0.13 Model 0.15 0.05 0.11 0.17 0.05 0.13 Tuesday 40 0.13 1.14 0.13 Diff - - - - - - Tuesday 41 0.14 1.21 0.14 % Diff 0%0%0%0%0%0%Tuesday 42 0.14 1.29 0.14 Tuesday 43 0.15 1.28 0.15 Tuesday 44 0.15 1.27 0.15 Tuesday 45 0.15 1.16 0.15 Tuesday 46 0.14 0.91 0.14 Tuesday 47 0.11 0.66 0.11 Wednesday 48 0.08 0.50 0.08 Wednesday 49 0.06 0.44 0.06 Wednesday 50 0.05 0.40 0.05 Wednesday 51 0.05 0.40 0.05 Wednesday 52 0.05 0.51 0.05 Wednesday 53 0.06 0.93 0.06 Wednesday 54 0.11 1.16 0.11 Wednesday 55 0.14 1.19 0.14 Wednesday 56 0.14 1.15 0.14 Wednesday 57 0.14 1.14 0.14 Wednesday 58 0.13 1.13 0.13 Wednesday 59 0.13 1.11 0.13 Wednesday 60 0.13 1.08 0.13 Wednesday 61 0.13 1.03 0.13 Wednesday 62 0.12 1.06 0.12 Wednesday 63 0.13 1.09 0.13 Wednesday 64 0.13 1.14 0.13 Wednesday 65 0.14 1.21 0.14 Wednesday 66 0.14 1.29 0.14 Wednesday 67 0.15 1.28 0.15 Wednesday 68 0.15 1.27 0.15 Wednesday 69 0.15 1.16 0.15 Wednesday 70 0.14 0.91 0.14 Wednesday 71 0.11 0.66 0.11 Thursday 72 0.08 0.50 0.08 Thursday 73 0.06 0.44 0.06 Thursday 74 0.05 0.40 0.05 Thursday 75 0.05 0.40 0.05 Thursday 76 0.05 0.51 0.05 Thursday 77 0.06 0.93 0.06 Thursday 78 0.11 1.16 0.11 Thursday 79 0.14 1.19 0.14 Thursday 80 0.14 1.15 0.14 Thursday 81 0.14 1.14 0.14 Thursday 82 0.13 1.13 0.13 Thursday 83 0.13 1.11 0.13 Thursday 84 0.13 1.08 0.13 Thursday 85 0.13 1.03 0.13 Thursday 86 0.12 1.06 0.12 Thursday 87 0.13 1.09 0.13 Thursday 88 0.13 1.14 0.13 Thursday 89 0.14 1.21 0.14 Thursday 90 0.14 1.29 0.14 Thursday 91 0.15 1.28 0.15 Thursday 92 0.15 1.27 0.15 Thursday 93 0.15 1.16 0.15 Thursday 94 0.14 0.91 0.14 Thursday 95 0.11 0.66 0.11 Friday 96 0.08 0.50 0.08 Friday 97 0.06 0.44 0.06 Friday 98 0.05 0.40 0.05 Friday 99 0.05 0.40 0.05 Friday 100 0.05 0.51 0.05 Friday 101 0.06 0.93 0.06 Friday 102 0.11 1.16 0.11 Friday 103 0.14 1.19 0.14 Friday 104 0.14 1.15 0.14 Friday 105 0.14 1.14 0.14 Friday 106 0.13 1.13 0.13 Friday 107 0.13 1.11 0.13 Friday 108 0.13 1.08 0.13 Friday 109 0.13 1.03 0.13 Friday 110 0.12 1.06 0.12 Friday 111 0.13 1.09 0.13 Friday 112 0.13 1.14 0.13 Friday 113 0.14 1.21 0.14 Friday 114 0.14 1.29 0.14 Friday 115 0.15 1.28 0.15 Friday 116 0.15 1.27 0.15 Friday 117 0.15 1.16 0.15 Friday 118 0.14 0.91 0.14 Friday 119 0.11 0.66 0.11 Saturday 120 0.11 0.70 0.11 Saturday 121 0.08 0.63 0.08 Saturday 122 0.08 0.49 0.08 Saturday 123 0.06 0.45 0.06 Saturday 124 0.05 0.45 0.05 Saturday 125 0.05 0.66 0.05 Saturday 126 0.08 0.93 0.08 Saturday 127 0.11 1.13 0.11 Saturday 128 0.13 1.36 0.13 Saturday 129 0.16 1.47 0.16 Saturday 130 0.17 1.42 0.17 Saturday 131 0.17 1.39 0.17 Saturday 132 0.16 1.35 0.16 Saturday 133 0.16 1.31 0.16 Saturday 134 0.16 1.31 0.16 Saturday 135 0.16 1.29 0.16 Saturday 136 0.15 1.30 0.15 Saturday 137 0.15 1.32 0.15 Saturday 138 0.16 1.32 0.16 Saturday 139 0.16 1.30 0.16 Saturday 140 0.15 1.25 0.15 Saturday 141 0.15 1.17 0.15 Saturday 142 0.14 0.98 0.14 Saturday 143 0.12 0.91 0.12 Sunday 144 0.11 0.70 0.11 Sunday 145 0.08 0.63 0.08 Sunday 146 0.08 0.49 0.08 Sunday 147 0.06 0.45 0.06 Sunday 148 0.05 0.45 0.05 Sunday 149 0.05 0.66 0.05 Sunday 150 0.08 0.93 0.08 Sunday 151 0.11 1.13 0.11 Sunday 152 0.13 1.36 0.13 Sunday 153 0.16 1.47 0.16 Sunday 154 0.17 1.42 0.17 Sunday 155 0.17 1.39 0.17 Sunday 156 0.16 1.35 0.16 Sunday 157 0.16 1.31 0.16 Sunday 158 0.16 1.31 0.16 Sunday 159 0.16 1.29 0.16 Sunday 160 0.15 1.30 0.15 Sunday 161 0.15 1.32 0.15 Sunday 162 0.16 1.32 0.16 Sunday 163 0.16 1.30 0.16 Sunday 164 0.15 1.25 0.15 Sunday 165 0.15 1.17 0.15 Sunday 166 0.14 0.98 0.14 Sunday 167 0.12 0.91 0.12 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0.180 0.200 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0.180 0.200 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 2014 ADS Meter 9D-AH206 Dry Weather Flow Model Validation Results FM Averages Diurnal Patterns Diurnal Patterns Normalized Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly Date/Time Weekday Weekend Weekly 0 0.04 0.05 0.04 0 0.28 0.35 0.30 0 0.30 0.30 0.30 1 0.03 0.04 0.03 1 0.25 0.26 0.25 1 0.26 0.22 0.25 2 0.03 0.03 0.03 2 0.22 0.24 0.22 2 0.23 0.21 0.22 3 0.02 0.03 0.02 3 0.19 0.21 0.20 3 0.21 0.18 0.20 4 0.02 0.02 0.02 4 0.26 0.24 0.25 4 0.27 0.21 0.25 5 0.03 0.03 0.03 5 0.52 0.50 0.51 5 0.55 0.44 0.51 6 0.06 0.05 0.06 6 1.06 1.13 1.08 6 1.13 0.98 1.08 7 0.12 0.12 0.12 7 1.49 1.76 1.57 7 1.59 1.53 1.57 8 0.16 0.19 0.17 8 1.67 2.02 1.77 8 1.78 1.75 1.77 9 0.18 0.22 0.19 9 1.53 2.06 1.68 9 1.63 1.78 1.68 10 0.17 0.22 0.18 10 1.41 1.71 1.49 10 1.50 1.48 1.49 11 0.15 0.19 0.16 11 1.30 1.61 1.39 11 1.38 1.39 1.39 12 0.14 0.18 0.15 12 1.33 1.55 1.39 12 1.42 1.34 1.39 13 0.14 0.17 0.15 13 1.30 1.66 1.40 13 1.39 1.43 1.40 14 0.14 0.18 0.15 14 1.22 1.64 1.34 14 1.30 1.42 1.34 15 0.13 0.18 0.15 15 1.17 1.53 1.27 15 1.25 1.32 1.27 16 0.13 0.17 0.14 16 1.16 1.40 1.22 16 1.23 1.21 1.22 17 0.13 0.15 0.13 17 1.20 1.49 1.28 17 1.27 1.29 1.28 18 0.13 0.16 0.14 18 1.13 1.51 1.24 18 1.20 1.31 1.24 19 0.12 0.16 0.13 19 1.10 1.52 1.22 19 1.17 1.32 1.22 20 0.12 0.17 0.13 20 1.09 1.26 1.14 20 1.16 1.09 1.14 21 0.12 0.14 0.12 21 0.83 1.00 0.88 21 0.88 0.87 0.88 22 0.09 0.11 0.10 22 0.49 0.64 0.53 22 0.52 0.56 0.53 23 0.05 0.07 0.06 23 0.35 0.43 0.37 23 0.37 0.38 0.37 Average 0.10 0.13 0.11 Total 22.51 27.72 24.00 Total 24.00 24.00 24.00 Average 0.94 1.16 1.00 Average 1.00 1.00 1.00 Day Time FM Data Diurnal Pattern Model Flow Daily Hourly Wkend Monday 0 0.04 0.28 0.04 0.11 1.16 0.30 0.30 Monday 1 0.03 0.25 0.03 0.94 0.26 0.22 Monday 2 0.03 0.22 0.03 0.94 0.23 0.21 Monday 3 0.02 0.19 0.02 0.94 0.21 0.18 Monday 4 0.02 0.26 0.02 0.94 0.27 0.21 Monday 5 0.03 0.52 0.03 0.94 0.55 0.44 Monday 6 0.06 1.06 0.06 1.16 1.13 0.98 Monday 7 0.12 1.49 0.12 1.59 1.53 Monday 8 0.16 1.67 0.16 1.78 1.75 Monday 9 0.18 1.53 0.18 1.63 1.78 Monday 10 0.17 1.41 0.17 1.50 1.48 Monday 11 0.15 1.30 0.15 1.38 1.39 Monday 12 0.14 1.33 0.14 1.42 1.34 Monday 13 0.14 1.30 0.14 1.39 1.43 Monday 14 0.14 1.22 0.14 1.30 1.42 Monday 15 0.13 1.17 0.13 1.25 1.32 Monday 16 0.13 1.16 0.13 1.23 1.21 Monday 17 0.13 1.20 0.13 1.27 1.29 Monday 18 0.13 1.13 0.13 1.20 1.31 Monday 19 0.12 1.10 0.12 1.17 1.32 Monday 20 0.12 1.09 0.12 1.16 1.09 Monday 21 0.12 0.83 0.12 0.88 0.87 Monday 22 0.09 0.49 0.09 0.52 0.56 Monday 23 0.05 0.35 0.05 0.37 0.38 Tuesday 24 0.04 0.28 0.04 Tuesday 25 0.03 0.25 0.03 Tuesday 26 0.03 0.22 0.03 Tuesday 27 0.02 0.19 0.02 Tuesday 28 0.02 0.26 0.02 Tuesday 29 0.03 0.52 0.03 Tuesday 30 0.06 1.06 0.06 Tuesday 31 0.12 1.49 0.12 Tuesday 32 0.16 1.67 0.16 Tuesday 33 0.18 1.53 0.18 Tuesday 34 0.17 1.41 0.17 Tuesday 35 0.15 1.30 0.15 Tuesday 36 0.14 1.33 0.14 Tuesday 37 0.14 1.30 0.14 Max Min Ave Max Min Ave Tuesday 38 0.14 1.22 0.14 FM Data 0.18 0.02 0.10 0.22 0.02 0.13 Tuesday 39 0.13 1.17 0.13 Model 0.18 0.02 0.10 0.22 0.02 0.13 Tuesday 40 0.13 1.16 0.13 Diff - - - - - - Tuesday 41 0.13 1.20 0.13 % Diff 0%0%0%0%0%0%Tuesday 42 0.13 1.13 0.13 Tuesday 43 0.12 1.10 0.12 Tuesday 44 0.12 1.09 0.12 Tuesday 45 0.12 0.83 0.12 Tuesday 46 0.09 0.49 0.09 Tuesday 47 0.05 0.35 0.05 Wednesday 48 0.04 0.28 0.04 Wednesday 49 0.03 0.25 0.03 Wednesday 50 0.03 0.22 0.03 Wednesday 51 0.02 0.19 0.02 Wednesday 52 0.02 0.26 0.02 Wednesday 53 0.03 0.52 0.03 Wednesday 54 0.06 1.06 0.06 Wednesday 55 0.12 1.49 0.12 Wednesday 56 0.16 1.67 0.16 Wednesday 57 0.18 1.53 0.18 Wednesday 58 0.17 1.41 0.17 Wednesday 59 0.15 1.30 0.15 Wednesday 60 0.14 1.33 0.14 Wednesday 61 0.14 1.30 0.14 Wednesday 62 0.14 1.22 0.14 Wednesday 63 0.13 1.17 0.13 Wednesday 64 0.13 1.16 0.13 Wednesday 65 0.13 1.20 0.13 Wednesday 66 0.13 1.13 0.13 Wednesday 67 0.12 1.10 0.12 Wednesday 68 0.12 1.09 0.12 Wednesday 69 0.12 0.83 0.12 Wednesday 70 0.09 0.49 0.09 Wednesday 71 0.05 0.35 0.05 Thursday 72 0.04 0.28 0.04 Thursday 73 0.03 0.25 0.03 Thursday 74 0.03 0.22 0.03 Thursday 75 0.02 0.19 0.02 Thursday 76 0.02 0.26 0.02 Thursday 77 0.03 0.52 0.03 Thursday 78 0.06 1.06 0.06 Thursday 79 0.12 1.49 0.12 Thursday 80 0.16 1.67 0.16 Thursday 81 0.18 1.53 0.18 Thursday 82 0.17 1.41 0.17 Thursday 83 0.15 1.30 0.15 Thursday 84 0.14 1.33 0.14 Thursday 85 0.14 1.30 0.14 Thursday 86 0.14 1.22 0.14 Thursday 87 0.13 1.17 0.13 Thursday 88 0.13 1.16 0.13 Thursday 89 0.13 1.20 0.13 Thursday 90 0.13 1.13 0.13 Thursday 91 0.12 1.10 0.12 Thursday 92 0.12 1.09 0.12 Thursday 93 0.12 0.83 0.12 Thursday 94 0.09 0.49 0.09 Thursday 95 0.05 0.35 0.05 Friday 96 0.04 0.28 0.04 Friday 97 0.03 0.25 0.03 Friday 98 0.03 0.22 0.03 Friday 99 0.02 0.19 0.02 Friday 100 0.02 0.26 0.02 Friday 101 0.03 0.52 0.03 Friday 102 0.06 1.06 0.06 Friday 103 0.12 1.49 0.12 Friday 104 0.16 1.67 0.16 Friday 105 0.18 1.53 0.18 Friday 106 0.17 1.41 0.17 Friday 107 0.15 1.30 0.15 Friday 108 0.14 1.33 0.14 Friday 109 0.14 1.30 0.14 Friday 110 0.14 1.22 0.14 Friday 111 0.13 1.17 0.13 Friday 112 0.13 1.16 0.13 Friday 113 0.13 1.20 0.13 Friday 114 0.13 1.13 0.13 Friday 115 0.12 1.10 0.12 Friday 116 0.12 1.09 0.12 Friday 117 0.12 0.83 0.12 Friday 118 0.09 0.49 0.09 Friday 119 0.05 0.35 0.05 Saturday 120 0.05 0.35 0.05 Saturday 121 0.04 0.26 0.04 Saturday 122 0.03 0.24 0.03 Saturday 123 0.03 0.21 0.03 Saturday 124 0.02 0.24 0.02 Saturday 125 0.03 0.50 0.03 Saturday 126 0.05 1.13 0.05 Saturday 127 0.12 1.76 0.12 Saturday 128 0.19 2.02 0.19 Saturday 129 0.22 2.06 0.22 Saturday 130 0.22 1.71 0.22 Saturday 131 0.19 1.61 0.19 Saturday 132 0.18 1.55 0.18 Saturday 133 0.17 1.66 0.17 Saturday 134 0.18 1.64 0.18 Saturday 135 0.18 1.53 0.18 Saturday 136 0.17 1.40 0.17 Saturday 137 0.15 1.49 0.15 Saturday 138 0.16 1.51 0.16 Saturday 139 0.16 1.52 0.16 Saturday 140 0.17 1.26 0.17 Saturday 141 0.14 1.00 0.14 Saturday 142 0.11 0.64 0.11 Saturday 143 0.07 0.43 0.07 Sunday 144 0.05 0.35 0.05 Sunday 145 0.04 0.26 0.04 Sunday 146 0.03 0.24 0.03 Sunday 147 0.03 0.21 0.03 Sunday 148 0.02 0.24 0.02 Sunday 149 0.03 0.50 0.03 Sunday 150 0.05 1.13 0.05 Sunday 151 0.12 1.76 0.12 Sunday 152 0.19 2.02 0.19 Sunday 153 0.22 2.06 0.22 Sunday 154 0.22 1.71 0.22 Sunday 155 0.19 1.61 0.19 Sunday 156 0.18 1.55 0.18 Sunday 157 0.17 1.66 0.17 Sunday 158 0.18 1.64 0.18 Sunday 159 0.18 1.53 0.18 Sunday 160 0.17 1.40 0.17 Sunday 161 0.15 1.49 0.15 Sunday 162 0.16 1.51 0.16 Sunday 163 0.16 1.52 0.16 Sunday 164 0.17 1.26 0.17 Sunday 165 0.14 1.00 0.14 Sunday 166 0.11 0.64 0.11 Sunday 167 0.07 0.43 0.07 Data Set Weekday Weekend - 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.000 0.050 0.100 0.150 0.200 0.250 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Flow (mgd)Time (hour) Model Weekday Weekend Weekly Diurnal Pattern - 0.5 1.0 1.5 2.0 2.5 0.000 0.050 0.100 0.150 0.200 0.250 0 24 48 72 96 120 144Flow (mgd)Time (hour) Model FM Data Diurnal Pattern 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.80 2 4 6 8 10 12 14 16 18 20 22 24 26 28 12/19/1012/20/1012/21/1012/22/1012/23/1012/24/1012/25/1012/26/10Precipitation (in/hr)Flow (mgd)EWA C3 Meter Wet Weather Flow Model Validation December 2010 Storm Event Carlsbad RDII EWA FM Data DWF Model Output V1 FM Data (upstream)Precipitation 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.80 2 4 6 8 10 12 14 16 18 20 22 24 26 28 12/19/1012/20/1012/21/1012/22/1012/23/1012/24/1012/25/1012/26/10Precipitation (in/hr)Flow (mgd)EWA C1 Meter Wet Weather Flow Model Validation December 2010 Storm Event Carlsbad RDII EWA FM Data DWF Model Output VA1 FM Data (upstream)Precipitation 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.40 1 2 3 4 5 6 7 8 9 10 11 12 12/19/1012/20/1012/21/1012/22/1012/23/1012/24/1012/25/1012/26/10Precipitation (in/hr)Flow (mgd)EWA B1 Meter Wet Weather Flow Model Validation December 2010 Storm Event Carlsbad RDII EWA FM Data DWF Model Output B2, V2 FM Data (upstream)Precipitation Sewer Master Plan Update City of Carlsbad June 2019 Appendix C-3. Existing System Capacity Analysis Results Sewer Master Plan Update City of Carlsbad June 2019 This page is intentionally blank. Existing System Capacity Analysis Results Gravity Main SWM4273 SWM4273 Existing Peak Wet Weather Flow Gravity Mains SWM4793, SWM6349 SWM4793, SWM6349 Existing Peak Wet Weather Flow Gravity Main SWM1658 SWM1658 Existing Peak Wet Weather Flow Gravity Main SWM3653 SWM3653 Existing Peak Wet Weather Flow Sewer Master Plan Update City of Carlsbad June 2019 Appendix C-4. Buildout Capacity Analysis Results Sewer Master Plan Update City of Carlsbad June 2019 This page is intentionally blank. Buildout System Capacity Analysis Results Gravity Main SWM4273 SWM4273 Buildout Peak Wet Weather Flow Gravity Mains SWM4793, SWM6349, SWM4790 SWM4793, SWM6349, SWM4790 Buildout Peak Wet Weather Flow Gravity Mains SWM1658, SWM1659 SWM1658, SWM1659 Buildout Peak Wet Weather Flow Gravity Main SWM3653 SWM3653 Buildout Peak Wet Weather Flow Gravity Main SWM239 SWM239 Buildout Peak Wet Weather Flow Vista Carlsbad Interceptor VC-3 VC-3 Buildout Peak Wet Weather Flow