The URL can be used to link to this page

Home My WebLink About; ; 2019 Potable Water Master Plan Carlsbad Municipal Water District; 2019-06-17Potable Water Master Plan POTABLE WATER MASTER PLAN Carlsbad Municipal Water District Carlsbad, California June 17, 2019 This page is intentionally blank. June 17, 2019 | iii Contents Chapter 1 Introduction ............................................................................................................................. 1-1 1.1 Background ............................................................................................................................ 1-1 1.2 Service Area Description ........................................................................................................ 1-3 1.2.1 Setting ....................................................................................................................... 1-3 1.2.2 Climate ...................................................................................................................... 1-5 1.3 Water Service Area ................................................................................................................ 1-5 1.3.1 Existing Land Use ..................................................................................................... 1-7 1.3.2 Buildout Land Use ..................................................................................................... 1-9 1.3.3 Population ............................................................................................................... 1-14 Chapter 2 Existing Potable Water Facilities ............................................................................................ 2-1 2.1 Water Supply and Distribution Facilities ................................................................................. 2-1 2.1.1 Water Supply Sources............................................................................................... 2-1 2.1.2 Storage Facilities ....................................................................................................... 2-7 2.1.3 Pressure Regulating Facilities ................................................................................. 2-10 2.1.4 Distribution and Transmission Facilities .................................................................. 2-16 2.1.5 Pump Station Facilities ............................................................................................ 2-17 2.2 Agency Interconnections ...................................................................................................... 2-17 2.3 System Operations ............................................................................................................... 2-19 2.4 Existing Water Quality .......................................................................................................... 2-19 Chapter 3 Water Demand and Supply .................................................................................................... 3-1 3.1 Existing Water Demands ........................................................................................................ 3-1 3.1.1 Data Sources ............................................................................................................. 3-1 3.1.2 Current and Projected Population Estimates ............................................................ 3-2 3.1.3 Historical Water Use Trends and Baseline Year ....................................................... 3-2 3.1.4 Water Demand Classification by Customer Type ..................................................... 3-4 3.1.5 Top 25 Potable Water Meters ................................................................................... 3-6 3.1.6 Existing Demand By Pressure Zone ....................................................................... 3-10 3.1.7 Unaccounted for Water ........................................................................................... 3-10 3.1.8 Seasonal and Daily Demand Variation and Peaking Factors ................................. 3-11 3.2 Projected Water Demands ................................................................................................... 3-14 3.2.1 Demand Forecasting Process ................................................................................. 3-15 3.2.2 Projected Water Demands ...................................................................................... 3-20 3.3 Water Supply Evaluation ...................................................................................................... 3-21 3.3.1 Current Setting ........................................................................................................ 3-22 3.3.2 Imported Supplies ................................................................................................... 3-22 3.3.3 Recycled Water ....................................................................................................... 3-30 3.3.4 Seawater Desalination ............................................................................................ 3-31 3.3.5 Groundwater ............................................................................................................ 3-31 3.3.6 Supply Reliability – Carlsbad Water Shortage Events and Consequences ............ 3-34 3.3.7 Future Water Supply ............................................................................................... 3-38 Chapter 4 Regulations and Design Criteria ............................................................................................ 4-1 4.1 Potable Water Regulations Overview .................................................................................... 4-1 4.1.1 Federal ...................................................................................................................... 4-1 4.1.2 State of California ...................................................................................................... 4-1 4.1.3 Potable Water Regulations ....................................................................................... 4-2 4.1.4 Potable Water Conservation Standards .................................................................... 4-6 4.1.5 Impending Regulatory Issues .................................................................................... 4-7 Potable Water Master Plan Carlsbad Municipal Water District iv | June 17, 2019 4.1.6 Recommendations .................................................................................................... 4-7 4.2 Design Criteria ........................................................................................................................ 4-8 4.2.1 Potable Water Criteria ............................................................................................... 4-8 Chapter 5 Hydraulic Model Development ............................................................................................... 5-1 5.1 Model Parameters .................................................................................................................. 5-1 5.2 Existing System Model Development ..................................................................................... 5-2 5.2.1 Model Facilities .......................................................................................................... 5-2 5.2.2 Modeled Demands .................................................................................................... 5-2 5.2.3 Model Calibration ...................................................................................................... 5-2 5.3 Future Demand Projections.................................................................................................... 5-2 5.4 Buildout Model Development ................................................................................................. 5-3 Chapter 6 System Evaluation .................................................................................................................. 6-1 6.1 Existing System Capacity Analysis ........................................................................................ 6-1 6.1.1 Capacity Model Analysis ........................................................................................... 6-1 6.1.2 Storage Capacity Analysis ........................................................................................ 6-5 6.1.3 Pump Station Capacity Analysis ............................................................................... 6-9 6.2 2040 Capacity Analysis .......................................................................................................... 6-9 6.2.1 Capacity Model Analysis ......................................................................................... 6-10 6.2.2 2040 Storage Capacity Analysis ............................................................................. 6-13 6.2.3 2040 Pump Station Capacity Analysis .................................................................... 6-17 6.3 Additional Scenario Analyses ............................................................................................... 6-17 6.3.1 Maerkle Pipeline Replacement Options .................................................................. 6-17 6.3.2 Interconnections/Reliability Evaluation .................................................................... 6-18 6.3.3 Future Development ................................................................................................ 6-19 6.3.4 Maerkle Reservoir Future Considerations............................................................... 6-19 6.4 Recommended System Improvements ................................................................................ 6-20 Tables Table 1-1: Existing Land Use ..................................................................................................................... 1-7 Table 1-2: Buildout Land Use..................................................................................................................... 1-9 Table 1-3: GMP 2035 Dwelling Unit Projects ........................................................................................... 1-13 Table 1-4: 2016 Population Estimate ....................................................................................................... 1-14 Table 1-5: Business Employment Estimates ........................................................................................... 1-14 Table 1-6: CMWD Population Projection Comparisons ........................................................................... 1-15 Table 1-7: Population Projections ............................................................................................................ 1-16 Table 2-1: Existing Water Authority Connections ...................................................................................... 2-6 Table 2-2: CMWD Existing Storage Facility Summary .............................................................................. 2-8 Table 2-3: Pressure Regulating Station Summary ....................................... Error! Bookmark not defined. Table 2-4: Existing Pipeline Inventory ...................................................................................................... 2-16 Table 2-5: Pump Station Summary .......................................................................................................... 2-17 Table 2-6: Existing Agency Interconnections Summary .......................................................................... 2-18 Table 3-1: Potable Water Demands (2006-2016) ...................................................................................... 3-3 Table 3-2: Historical Potable Water and Recycled Demand ...................................................................... 3-5 Table 3-3: Potable Water Use by Customer Type (Baseline Year 2014) .................................................. 3-6 Table 3-4: Top 25 Potable Water Meters ................................................................................................... 3-7 June 17, 2019 | v Table 3-5: Average Water Demands per Pressure Zone ........................................................................ 3-10 Table 3-6: Historic Water Loss ................................................................................................................. 3-11 Table 3-7: Maximum Day and Minimum Day Peaking Factors (2012 and 2014) .................................... 3-13 Table 3-8: Water Duty Factors for 2014 Baseline Year ........................................................................... 3-14 Table 3-9: Comparison of UWMP and 2012 and 2019 Potable Water Master Plans (AFY) ................... 3-20 Table 3-10: 2040 Future Average Water Demands per Pressure Zone .................................................. 3-21 Table 3-11: Metropolitan Water District of Southern California Supply Capability 1 and Potential Reserve or Replenishment for Average of 1922 to 2012 Hydrologies (in acre feet per year) ............................................................................................................................................ 3-25 Table 3-12. Supply Scenario with Additional Planned Projects for San Diego County Water Authority Service Area – Normal Year Conditions (in acre-feet per year) .................................. 3-27 Table 3-13: San Diego County Water Authority Connections .................................................................. 3-29 Table 3-14: Carlsbad Municipal Water District Area Groundwater Basins .............................................. 3-32 Table 3-15. Summary of Potential Shortage Events and Consequences ............................................... 3-36 Table 4-1: Carlsbad Municipal Water District Area Groundwater Basins .................................................. 4-4 Table 4-2: Water Master Plan Design Criteria ........................................................................................... 4-8 Table 6-1: Existing Storage Capacity ......................................................................................................... 6-7 Table 6-2: Existing Pump Capacity ............................................................................................................ 6-9 Table 6-3: 2040 Storage Capacity ........................................................................................................... 6-15 Table 6-4: 2040 Pump Station Capacity .................................................................................................. 6-17 Table 6-5: Water Capital Improvement Program ..................................................................................... 6-21 Figures Figure 1-1: City of Carlsbad Location Map ................................................................................................ 1-4 Figure 1-2: Thirty-Year Normal Precipitation and Temperature ................................................................. 1-5 Figure 1-3: Water Service Area ................................................................................................................. 1-6 Figure 1-4: Existing Land Uses .................................................................................................................. 1-7 Figure 1-5: Existing Land Use Map ............................................................................................................ 1-8 Figure 1-6: Buildout Land Uses ................................................................................................................. 1-9 Figure 1-7: Buildout Land Use Map ......................................................................................................... 1-10 Figure 1-8: Local Facility Management Zones ......................................................................................... 1-11 Figure 1-9: GMP Dwelling Report Update ............................................................................................... 1-12 Figure 1-10: CMWD Population Projections ............................................................................................ 1-16 Figure 2-1: Potable Hydraulic Profile ......................................................................................................... 2-3 Figure 2-2: Potable Pressure Zones .......................................................................................................... 2-4 Figure 2-3: San Diego County Water Authority.......................................................................................... 2-5 Figure 2-4: Major Distribution System Facilities......................................................................................... 2-9 Figure 2-5: Pipeline Installed by Decade ................................................................................................. 2-16 Figure 3-1: Historical Potable Water Demands by Calendar Year ............................................................ 3-3 Figure 3-2: Historical Water Demand by Customer Type .......................................................................... 3-5 Figure 3-3: Top 25 Water Meters by Customer Type ................................................................................ 3-8 Figure 3-4: Location of Top 25 Water Meters ............................................................................................ 3-9 Figure 3-5: Historical Water Loss ............................................................................................................. 3-11 Figure 3-6: Variations in Seasonal Delivery (2013-2016) ........................................................................ 3-12 Potable Water Master Plan Carlsbad Municipal Water District vi | June 17, 2019 Figure 3-7: Demand Forecasting Process ............................................................................................... 3-15 Figure 3-8: Demand Forecasting Model Analysis Modules ..................................................................... 3-16 Figure 3-9: Demand Forecasting Model – Historical Water Use by Pressure Zone ................................ 3-17 Figure 3-10: Demand Forecasting Model – Scenario Selection Dashboards .......................................... 3-19 Figure 3-11: Future Demand Forecast ..................................................................................................... 3-20 Figure 3-12: Major Water Conveyance Facilities in California ................................................................. 3-24 Figure 3-13: San Diego County Water Authority Emergency Storage Project ........................................ 3-28 Figure 4-1: Severity Fire Zones (CAL FIRE) ........................................................................................... 4-10 Figure 6-1: Existing Peak Hour Pressures ................................................................................................. 6-3 Figure 6-2: Existing Pipeline Velocities ...................................................................................................... 6-4 Figure 6-3: 2040 Peak Hour Pressures ................................................................................................... 6-11 Figure 6-4: 2040 Pipeline Velocities ........................................................................................................ 6-12 Figure 6-5: Recommended Improvement Projects .................................................................................. 6-23 Appendices Appendix A. Model Summary Appendix B. Fire Flow Projects June 17, 2019 | vii 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, Utilities Director, Public Works Terry Smith, Engineering Manager/District Engineer Mark Biskup, Associate Engineer Eric Sanders, Utilities Manager-Water HDR/Jacobs Team Members Jennifer Duffy, PE, Project Manager Mark Elliott, PE, Principal Engineer Leanne Hammond, PE, Senior Professional Potable Water Master Plan Carlsbad Municipal Water District viii | June 17, 2019 Acronyms and Abbreviations ACP Asbestos cement pipe AF Acre-feet AFY Acre-feet per year Carlsbad City of Carlsbad Carlsbad WRF Carlsbad Water Reclamation Facility cfs Cubic feet per second CI Cast iron CIP Capital improvement program City City of Carlsbad CMLC Cement mortar lined and coated CMWD Carlsbad Municipal Water District CRA Colorado River Aqueduct CUWCC California Urban Water Conservation Council CWC California Water Code DIP Ductile iron pipe DU Dwelling Units DWR Department of Water Resources ESP Emergency Storage Project EWA Encina Wastewater Authority EWPCF Encina Water Pollution Control Facility gpd gallons per day gpm gallons per minute GMP Growth Management Plan HDPE High Density Polyethelyne HWL High water level Kw kilowatt LFMZ Local Facility Management Zone LWD Leucadia Wastewater District MG Million gallons mgd Million gallons per day MOU Memorandum of understanding MWRF Meadowlark Water Recycling Facility June 17, 2019 | ix NOAA National Oceanic and Atmospheric Administration OMWD Olivenhain Municipal Water District PCCP Prestressed concrete cylinder pipe PRS Pressure reducing station PS Pump station PVC Polyvinyl chloride RWQCB Regional Water Quality Control Board SDCWA San Diego County Water Authority SDWD San Dieguito Water District SWP State Water Project UWMP Urban Water Management Plan VID Vista Irrigation District VWD Vallecitos Water District Water Authority San Diego County Water Authority WDF Water Demand Forecast WRF Water Recycling Facility Potable Water Master Plan Carlsbad Municipal Water District x | June 17, 2019 This page is intentionally blank. June 17, 2019 | 1-1 Chapter 1 Introduction The Carlsbad Municipal Water District (CMWD) covers an area of 20,682 acres, approximately 32 square miles, and provides potable and recycled water supply to most of the City of Carlsbad (the City or Carlsbad). CMWD’s service area covers approximately 82 percent of the City’s boundary. The southeast portion of the City is served by Olivenhain Municipal Water District (OMWD) and a small area to the east by Vallecitos Water District (VWD). Currently, CMWD obtains 100 percent of its potable water supply from the San Diego County Water Authority (SDCWA), of which it is one of 24-member agencies. Carlsbad last updated its Potable Water Master Plan in 2012 based on data through 2010. In the past six 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 to assess impact on water supply and demand. 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 Water Master Plan Update provides a system evaluation and capacity assessment of the potable water system and recommends a capital improvement program to provide for continued reliable water 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 these updated Master Plans include the following documents: • CMWD, 2012 Water Master Plan • City of Carlsbad, 2015 General Plan Update • City of Carlsbad, 2015 Climate Action Plan • CMWD, 2015 Urban Water Management Plan • CMWD, 2016 Cost of Service Study 1.1 Background This section briefly describes the history of Carlsbad water service. Water demands for the Carlsbad area were initially supplied by the privately held Carlsbad Mutual Water Company and Terramar Water Company through the utilization of local groundwater and surface water supplies. The Carlsbad Mutual Water Company constructed nine wells in the Mission Basin of the San Luis Rey River, booster pumping stations, storage tanks, an earthen dam (Lake Calavera), and transmission facilities to supply residential, commercial, and agricultural users. The Terramar Water Company constructed four wells located in Agua Hedionda Creek (referred to as the Cannon Well Field), a second connection to the Carlsbad Mutual Water Company’s pipeline from Lake Calavera at El Potable Water Master Plan Carlsbad Municipal Water District 1-2 | June 17, 2019 Camino Real, a storage reservoir, plus a distribution system to supply residential, commercial, and agricultural users. The Carlsbad Mutual Water Company’s groundwater wells began being developed prior to 1914 with rights to 2,382 acre-feet per year (AFY). In addition, a license was obtained (terminable by the State Division of Water Rights, Department of Water Resources) for another 1,000 AFY. A total of 9 wells were eventually constructed in the Mission Basin of the San Luis Rey River located in the City of Oceanside generally near the intersection of Mission Avenue and Foussat Road. Prior to 1942, local groundwater was the only developed source of water for the Carlsbad Mutual Water Company. In September 1941, Carlsbad Mutual Water Company completed construction of an earthen dam (Calavera Dam), which captured local surface water runoff creating Lake Calavera. A diversion permit remains for 15 AFY from Calavera Creek. Beginning in 1950, four wells were constructed in an area referred to as the Cannon Well Field which is approximately the property where the Rancho Carlsbad Golf Course is located. The groundwater pumped from these wells was the original supply for the Terramar Water Company. This groundwater was obtained from the Carlsbad hydrologic unit of the San Diego Region, a designation assigned by DWR. The City of Carlsbad was incorporated in 1952, and the assets of the Carlsbad Mutual Water Company and Terramar Water Company were purchased by the City of Carlsbad in an agreement dated August 30, 1957. The City operated and maintained both water systems from 1958 to 1962. CMWD was formed as a vehicle to bring imported water to the unincorporated areas surrounding the City of Carlsbad and to wholesale water to the newly formed City of Carlsbad. CMWD’s first meeting was held on March 22, 1954, and CMWD became a member of the Water Authority that same year. CMWD began receiving imported water deliveries in 1955 through existing aqueduct connections located in the City of Escondido. CMWD constructed a pipeline in 1956 to convey imported water directly to the City of Carlsbad and unincorporated areas within CMWD’s service area. In 1962, CMWD constructed Maerkle Reservoir (previously called Squires Dam) with a capacity of 600 ac-ft in the Agua Hedionda Basin. . As demands for water increased, seawater intrusion into the groundwater supply resulted in the gradual degradation of groundwater quality in the Mission Basin of San Luis Rey River. The total dissolved solids (TDS) content of the groundwater in the Mission Basin increased to the point where treatment would be required. At the same time, lower-cost imported water became available through CMWD. Because of the availability of this alternative supply of water, the City of Carlsbad ceased extracting groundwater and suspended use of local surface water supplies. The local surface water and groundwater supplies were suspended by the end of 1962 due to poor water quality and the ability to directly supply lower-cost imported water to customers. As a result, the water filtration plant at Lake Calavera was dismantled because of regulations requiring that surface waters be fully treated prior to introduction into a potable water system. The Mission Basin wells were beyond repair and subsequently removed by 2005 in accordance with California Department of Public Health requirements. In an agreement dated May 25, 1983, the City of Carlsbad conveyed all its functional water responsibilities for the provision of water service to CMWD including all the water facilities and groundwater and surface water rights purchased from Carlsbad Mutual Water Company and Terramar Water Company in 1957. This included all existing water facilities and responsibility for planning, financing, and construction of all major capital facilities necessary to provide potable water June 17, 2019 | 1-3 service within CMWD and portions of the City of Carlsbad not located in other retail water service agencies. On January 1, 1990, the CMWD became a subsidiary district of the City of Carlsbad through an agreement between both agencies approved by the City Council on April 25, 1989. The Carlsbad City Council acting as CMWD’s Board of Directors governs CMWD. CMWD’s current water supplies consist of imported water from Water Authority, and recycled water that has been utilized as a supply source since 1993. The imported water is purchased by Water Authority from Metropolitan Water District (Metropolitan) and is treated at Metropolitan’s Skinner Filtration Plant in Riverside County and Water Authority’s Twin Oaks Water Treatment Plant in San Marcos and conveyed to CMWD through Water Authority aqueducts. Recognizing the importance of securing a sustainable future water supply that is locally controlled, City officials took a leadership position to develop a desalination project in Carlsbad more than 10 years ago. On September 28, 2004, CMWD entered into a Water Purchase Agreement with Poseidon Resources Corporation that would have allowed CMWD to satisfy up to 100 percent of its potable water needs by receiving water from a seawater desalination plant to be constructed on the NRG Power Station property, which is owned by Cabrillo Power I, LLC. When the project encountered financing difficulties, SDCWA agreed to purchase 100 percent of the desalinated water directly from Poseidon Resources Corporation. The new SDCWA water supply has been operating since 2016 and is fully blended into the SDCWA’s water supply system at Twin Oaks Water Treatment Plant. 1.2 City of Carlsbad and Water 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 (MSL) along the eastern boundary. Potable Water Master Plan Carlsbad Municipal Water District 1-4 | June 17, 2019 Figure 1-1: City of Carlsbad Location Map June 17, 2019 | 1-5 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 50°F for the low and 75°F for the high. 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 (NOAA) climate station at the McClellan Palomar Airport indicates that temperatures have been above the 30-year normal in recent years, while precipitation has been lower. There has also been a shift in the precipitation pattern, with higher than the 30-year normal rainfall in the summer months and lower in the winter months. Figure 1-2: Thirty-Year Normal Precipitation and Temperature Source: http://www.usclimatedata.com/climate-on-your-site.php?id=usca1608 1.3 Water Service Area CMWD’s service areas for the water and recycled water do not coincide with the City’s municipal boundary. The City provides these services throughout the Northeast, Northwest and Southwest quadrants, but serves only a portion of the Southeast quadrant. As shown on Figure 1-3, CMWD’s service area covers approximately 82 percent the City’s boundary, with neighboring special service districts providing service for the southeast corner of the City. Potable Water Master Plan Carlsbad Municipal Water District 1-6 | June 17, 2019 Figure 1-3: Water Service Area June 17, 2019 | 1-7 1.3.1 Existing Land Use The existing land uses within the City are listed in Table 1-1 and the different categories are shown as a percentage of the total land use area on Figure 1-4. The existing water service area is predominantly residential, commercial and park /open space area, as shown on Figure 1-5. Approximately 1,220 acres, or 5 percent of the City is currently undeveloped vacant properties, of which about 80 percent is within the CMWD service area. These vacant properties are anticipated to be developed in the future. Table 1-1: Existing Land Use Land Use City Acres % of Total Area Single Family Residential 6,071 24% Multi-Family Residential 983 4% Commercial/Office 1,156 5% Industrial 1,113 4% Roads/ROW 4,213 17% Institutional 578 2% Park/Open Space 8.293 33% Agriculture 568 2% Water 839 3% Vacant 1,220 5% Total 25,054 100% Figure 1-4: Existing Land Uses Potable Water Master Plan Carlsbad Municipal Water District 1-8 | June 17, 2019 Figure 1-5: Existing Land Use Map June 17, 2019 | 1-9 1.3.2 Buildout Land Use In accordance with the City’s 2015 General Plan, the buildout land uses within the service area are listed in Table 1-2 and the different categories are shown as a percentage of the total land use area on Figure 1-6. The buildout service area remains predominantly residential, commercial and park /open space area, as shown on Figure 1-7, with agricultural and vacant areas diminishing. To manage growth, the City was divided into 25 separate planning areas, referred to as Local Facility Management Zones (LFMZs), which are shown in Figure 1-8. Table 1-2: Buildout Land Use Land Use City Acres % of Total Area Single Family Residential 6,940 28% Multi-Family Residential 1,103 4% Commercial/Office 1,398 6% Industrial 1,508 6% Roads/ROW 4,138 17% Institutional 663 3% Park/Open Space 8,335 33% Agriculture 101 0% Water 838 3% Total 25,024 100% Source: SANDAG Series 13 Planned Land Use shapefiles (10/2/2014) Figure 1-6: Buildout Land Uses Potable Water Master Plan Carlsbad Municipal Water District 1-10 | June 17, 2019 Figure 1-7: Buildout Land Use Map June 17, 2019 | 1-11 Figure 1-8: Local Facility Management Zones Potable Water Master Plan Carlsbad Municipal Water District 1-12 | June 17, 2019 The City has maintained a Growth Management Plan (GMP) 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 buildout, current population, future growth potential and anticipated timing of such growth. It should be noted that not all 25 LFMZs shown in Figure 1-8 are located within the City’s service area. LFMZ 6 is partially served by Olivenhain Municipal Water District (OMWD), while LMFZs 11, 12, and 23 are entirely served by either Vallecitos Water District (VWD) or OMWD. The City prepares an annual Growth Management Plan Monitoring Report, last updated in May 2017, which includes information on current and proposed development plans, including the number of projected residential dwelling units (DUs) and the estimated building square footage for non-residential land uses, as well as an estimated timing for when each unit will be constructed. City staff provided an update on growth projections by LFMZ, as summarized in Figure 1-9. Figure 1-9: GMP Dwelling Report Update June 17, 2019 | 1-13 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 GMP (54,599 units). The table 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. Table 1-3: GMP 2035 Dwelling Unit Projects 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 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 under construction and will complete the extension of Poinsettia Avenue. The City has seen increased activity in urban re-development 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. Potable Water Master Plan Carlsbad Municipal Water District 1-14 | June 17, 2019 1.3.3 Population 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 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. 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 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 1-3 estimate a 2035 population of 129,901, with 51,821 dwelling units and 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 FY 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. June 17, 2019 | 1-15 1.3.3.1 City Population Projections For the City’s Urban Water Management Plan (UWMP), population within the CMWD service area was estimated to be 86,596 people in 2016. The San Diego County Water Authority (SDCWA) provides population projections for its member agencies during development of SDCWA’s 2015 UWMP. These population projections are developed by the San Diego Association of Governments (SANDAG). To confirm SDCWA’s population projections for CMWD, the City sought to verify these projections using U.S. Census data. CMWD’s service area is not a Census designated place, thus, population projections were calibrated using an alternative method. CMWD serves as the retail water supplier for approximately 82 percent of the City of Carlsbad. To determine population estimates for CMWD’s service area, U.S. Census data was calibrated and verified to interpolate CMWD’s service area population for the years 2000 and 2010. The result of this analysis showed that the population in CMWD’s service area in 2010 was 81,081. Given the potential discrepancy between the estimated 2010 population (81,081) and SANDAG’s projection for CMWD’s service area population in 2012 (82,748), a secondary analysis of the population projections in CMWD’s service area was performed as part of the Carlsbad UWMP. . Table 1-6 and Figure 1-10 show the projected population figures for CMWD’s service area based on the revised analysis. This analysis assumed that the 2010 population for CMWD’s service area was 81,081 per the analysis using the U.S. Census data. The analysis also assumed that growth will continue at the same rate as predicted using the Series 13 Growth Forecast, which utilizes a demographic model including economic factors to develop predictions. . This information was compared with and then blended with the SANDAG projections for use in the UWMP. The current population represents a 4 percent increase since the previous 2012 Water Master Plan, which is within expectations based on recent trends over the last several years, as annual new building permits have significantly declined due to current economic constraints. Table 1-7 presents the CMWD service area current population and projections, in 5-year increments, through 2045. From 2016 to 2045, a 12.5 percent increase in population is anticipated. Table 1-6: CMWD Population Projection Comparisons Year SANDAG Projections 2010 Census-based Projections Difference between Projections Blended Projection 2010 Not Available 81,081 — 81,081 2012 82,748 83,242 (494) 82,748 2015 Not Available 86,596 — 86,080 2020 91,935 92,485 (500) 91,935 2025 94,130 94,694 (564) 94,130 2030 96,375 96,952 (577) 96,375 2035 97,239 97,821 (582) 97,239 2040 97,525 98,109 (584) 97,525 2045 97,415 97,998 (583) 97,415 Source: CMWD Population Forecasts for 2015 UWMP Technical Memorandum, December 2015 Potable Water Master Plan Carlsbad Municipal Water District 1-16 | June 17, 2019 Figure 1-10: CMWD Population Projections Source: CMWD Population Forecasts for 2015 UWMP Technical Memorandum, December 2015 Table 1-7: Population Projections Year Population Projections Population Rate of Change 2016 86,596 — 2020 91,935 6.17% 2025 94,130 2.39% 2030 96,375 2.38% 2035 97,239 0.90% 2040 97,525 0.29% 2045 97,415 -0.11% June 17, 2019 | 2-1 Chapter 2 Existing Potable Water Facilities This chapter summarizes the Carlsbad Municipal Water District’s (CMWD) existing water supply and distribution facilities including storage, pump stations, and pressure reducing stations. The capacity of the distribution system is evaluated in Chapter 6 based on the existing water demands and the projected 2040 water demands presented in Chapter 3. 2.1 Water Supply and Distribution Facilities The facilities comprising the existing CMWD water distribution system include San Diego County Water Authority (SDCWA) turnouts, transmission mains, distribution pipelines, pressure reducing stations, storage reservoirs, pump stations, and inter-ties with adjacent water agencies. The existing distribution system consists of 450 miles of pipeline and 17 major pressure zones that are supplied by gravity from 70 major pressure regulating stations. CMWD operates and maintains eight storage tanks, the Maerkle Reservoir, one active pump station, and three standby pump stations within the distribution system that are used for emergency purposes only. The CMWD water distribution system is well looped and flexible in that supply from the four treated water aqueduct connections can be routed to different parts of the distribution system by making changes to reducing valve settings. This allows system operators to balance reservoir levels and correct for discrepancies in the amount of water ordered versus the amount that is delivered through service connections. A detailed hydraulic profile schematic of the water system is shown on Figure 2-1. A map of CMWD’s existing potable water system pressure zones is shown on Figure 2-2. The remaining subsections describe the water supply sources in Section 2.1.1 and the existing distribution facilities are detailed in Sections 2.1.2 through 2.1.5. 2.1.1 Water Supply Sources Water is supplied to the CMWD through four separate Water Authority treated water turnouts. Two of the turnouts, Water Authority Connections No. 6 and No. 2, are direct connections to the Water Authority Second Aqueduct. Connection No. 6 supplies only the CMWD, and Connection No. 2 supplies the Vallecitos Water District (VWD) and the Olivenhain Municipal Water District (OMWD) in addition to the CMWD. Water supply to the CMWD from Water Authority Connection No. 2 is delivered through a VWD transmission main. Connections No. 3 and No. 4 to the aqueduct system are on the Water Authority owned and operated Tri-Agency Pipeline (TAP), which is also supplied from the Water Authority Second Aqueduct. The TAP also serves the City of Oceanside and the Vista Irrigation District (VID). 2.1.1.1 Water Authority The Water Authority delivers treated and raw water into San Diego County through five large diameter pipelines, located in two principal corridors known as the 1st and 2nd San Diego Aqueducts. The system has evolved over time to serve the growing needs of the region. The aqueduct pipelines connect to treated and raw water feeds from Metropolitan facilities at Lake Skinner in southern Riverside County. CMWD receives water from the Water Authority through four treated water connections, as shown on Figure 2-3. Potable Water Master Plan Carlsbad Municipal Water District 2-2 | June 17, 2019 This page is intentionally blank. June 17, 2019 | 2-3 Figure 2-1: Potable Hydraulic Profile Potable Water Master Plan Carlsbad Municipal Water District 2-4 | June 17, 2019 Figure 2-2: Potable Pressure Zones June 17, 2019 | 2-5 Figure 2-3: San Diego County Water Authority Potable Water Master Plan Carlsbad Municipal Water District 2-6 | June 17, 2019 The capacity and the average and maximum day supply for each connection for the baseline year are shown in Table 2-1. Table 2-1: Existing Water Authority Connections Connection No. Location Source Rated Capacity1 Existing Estimated Deliveries (Baseline) CMWD Supply Zone cfs mgd Average Day mgd Maximum Day mgd 1 Replaced by No. 6, Demolished, Spring 2018 N/A — — — — — 2 Alga Road west of Paseo Abrazo 2nd Aqueduct via Vallecitos Water District 15 10 2.3 3.8 700S 3 Shadowridge Drive at Willow Ridge Drive Tri-Agency Pipeline via 2nd Aqueduct 20 13 4.1 7.0 490 4 Cannon Road west of Wisteria Drive Tri-Agency Pipeline via 2nd Aqueduct 15 10 3.7 6.1 580 6 San Marcos Boulevard at Rancho Santa Fe Road 2nd Aqueduct 28 18 4.9 8.1 700N TOTAL 70 53 15.0 25.0 As shown in Table 2-1, CMWD has connection capacity to the Water Authority aqueduct system that significantly exceeds its average day demand and maximum day delivery rates. This surplus capacity also provides operational flexibility to accommodate peaking and may allow for one or more of the connections to be off-line. The CMWD supply connections are further described below: •No. 1: This facility was replaced by a new Connection No. 6 in the Spring 2018. •No. 2: This facility is located in the most southern portion of the service area, off Alga Road west of Paseo Abrazo, via the Questhaven Pipeline, which has shared ownership between the VWD, OMWD and CMWD. This facility is fed indirectly by the Water Authority’s 2nd Aqueduct, through a connection to VWD (CWA Connection No. 7). The minimum HGL at the connection point is approximately 954 feet, as determined by the base elevation of the OMWD Denk Tank. Pressure reducing valves in Melrose reduce pressures for the Meadowlark Tanks within VWD’s 815 Pressure Zone. CMWD Connection No. 2 reduces the pressure to supply the La Costa 700S Zone. •No. 3: This facility is located in the northeast portion of the service area, off Shadowridge Drive at Willow Ridge Drive. This facility is fed by the Water Authority’s TAP, a spur pipeline off the 2nd Aqueduct, as shown on Figures 2-3 and 2-4. The 2nd Aqueduct in this reach, south of the Water Authority’s Twin Oaks WTP, contains two treated water pipelines, Pipelines 3 and 4. The TAP, and hence both connections No. 3 and 4, can be served by June 17, 2019 | 2-7 either of these two treated water aqueduct pipelines. The minimum HGL at the connection point No. 3 is approximately 1080 feet, as determined by the upstream pressure in the Aqueduct observed at the connection. Flow through the connection is set by CWA via a plug valve and the pressure is regulated through a series of three 12-inch pressure sustaining valves set at 180 psi, 145 psi, and 90 psi. Connection No. 3 is the primary supply source for the Maerkle 490 Zone. • No. 4: This facility is located in the most northern portion of the service area, off the east side of Cannon Road west of Wisteria Drive. Similar to connection No. 3, this facility is fed by the Water Authority’s TAP as shown on Figure 2-4 and Figure 2-5. The minimum HGL at the connection point is approximately 1080 feet. Flow is regulated at this connection through a CWA plug valve. Pressure is regulated at a PRS on the west side of Cannon Road along Pirgos Way through a 12-inch pressure sustaining valve normally set at 230 psi. This facility is the primary source of water for the Calavera Hills 580 Zone. • No. 4: This facility is located in the most northern portion of the service area, off the east side of Cannon Road west of Wisteria Drive. Similar to connection No. 3, this facility is fed by the Water Authority’s TAP as shown on Figure 2-3 and Figure 2-4. The minimum HGL at the connection point is approximately 1080 feet. Flow is regulated at this connection through a CWA plug valve. Pressure is regulated at a PRS on the west side of Cannon Road along Pirgos Way through a 12-inch pressure sustaining valve normally set at 230 psi. This facility is the primary source of water for the Calavera Hills 580 Zone. • No. 6: This facility is the same location as the former No. 1 flow control and is located in the southeastern portion of the service area, off San Marcos Boulevard and Rancho Santa Fe Road. This facility is fed by the Water Authority’s 2nd Aqueduct, south of the Water Authority’s Twin Oaks Water Treatment Plant (WTP) which contains two treated water pipelines, Pipelines 3 and 4. Therefore, the connections can be served by either of these two treated water aqueduct pipelines. The minimum hydraulic gradeline (HGL) at the connection point is approximately 1080 feet. Flow through this facility is the primary source for the Santa Fe 700N Zone and is controlled by a 16-inch pressure sustaining valve normally set at 160 psi. 2.1.1.2 Seawater Desalination Overview On September 28, 2004, CMWD entered into a Water Purchase Agreement (WPA) with Poseidon Resources that allowed CMWD to satisfy up to 100 percent of its potable water needs by receiving water from a seawater desalination plant to be constructed on the NRG Power Station property, which is owned by Cabrillo Power I, LLC. Subsequently however, the project encountered financing difficulties, and project was shifted to a collaboration between Poseidon and the Water Authority. On April 12, 2016, CMWD Board approved an agreement with the San Diego County Water Authority for the purchase of treated water from the Claude “Bud” Lewis Carlsbad Desalination Plant and also approved the planning and design of a turn-out and flow control facility to provide a direct connection to the desal pipeline. Section 3.3.4 presents the current desalination supply agreements, the operational strategy of blending the new supply source, and future opportunities for CMWD to take a direct connection. Potable Water Master Plan Carlsbad Municipal Water District 2-8 | June 17, 2019 2.1.2 Storage Facilities Water storage facilities serve four critical water storage needs: • operational storage for daily use • fire protection storage • in-zone emergency storage for outages • aqueduct shutdown storage The CMWD operates and maintains nine active potable water storage facilities (eight tanks and one large reservoir), which are listed in Table 2-2 and shown on Figure 2-4. The table includes the size, age, material, and high-water level (HWL) for each facility. The total existing storage capacity for the CMWD potable water system is 242.5 MG, which includes the capacity of the 195-MG Maerkle Reservoir. Without the Maerkle Reservoir, the total system storage is 47.5 MG. Tank water levels are recorded throughout the day using a SCADA control system. CMWD also owns two abandon storage reservoirs no longer in use. The La Costa Lo Reservoir (1.5 MG) formerly served the 318 Zone but was recently abandon due to water quality concerns. The Santa Fe No. 1 Tank (2.5 MG) has been abandoned for many years as it was replaced by the Santa Fe Tank No. 2. Table 2-2: CMWD Existing Storage Facility Summary Pressure Zone Facility ID1 (Name) Year Built Material Bottom Elevation (ft) Height (ft) High Water Level (ft) Dimension (ft)2 Capacity (MG) 700 Santa Fe II Tank 1986 Prestressed Concrete 700 32 732 219 9 La Costa Hi Tank 1985 Prestressed Concrete 700 27 727 194 6 490 Maerkle Tank 1991 Rect. Concrete 491.3 22.8 514 267 x 215 10 Maerkle Reservoir 1962 New Cover (2019) Lined dam w/ floating cover 442.5 57.5 500 - 195 446 TAP Tank 1985 Prestressed Concrete 446 27 473 194 6 375 D-3 Tank 1995 Welded Steel 375 55 430 175 8.5 330 Ellery Tank 1972 Welded Steel 330 22.5 352.5 194 5 255 Elm Tank 1972 Welded Steel 255 22.5 277.5 106 1.5 241 Skyline Tank 1972 Welded Steel 241 22.5 263.5 109 1.5 Source: City of Carlsbad 2012 Water Master Plan Notes: 1 Santa Fe I and La Costa Lo tanks are existing tanks that are currently not in service. 2 Diameter unless otherwise noted. June 17, 2019 | 2-9 Figure 2-4: Major Distribution System Facilities Potable Water Master Plan Carlsbad Municipal Water District With a maximum capacity of 195 MG the Maerkle Reservoir is a porous asphalt-lined earthen dam with a floating polypropylene cover, which was recently replaced in 2019. This reservoir is filled from the Water Authority No. 3 connection. It is used for operational storage and to meet the needs of CMWD during a planned advanced notice 10-day outage of the Water Authority 2nd Aqueduct. Water from the Maerkle Reservoir is transferred to the Maerkle Tank through the Maerkle Pump Station under normal operations. The Maerkle Tank provides a constant head to stabilize system pressures and allows the Maerkle Reservoir to be drawn down to near empty in an extended emergency. The Maerkle Tank was designed with divider walls to provide the necessary contact time for chloramine disinfection. With the conversion to chlorine dioxide disinfection in 2002, the extended contact time is no longer required. 2.1.3 Pressure Regulating Facilities The CMWD operates an extensive system of 71 PRSs within the service area, including two inter-tie connections that also reduce pressure. The PRSs in the table are sorted according to the pressure zone that is supplied. The general location of the PRS’s within the distribution system is shown on the hydraulic profile in Figure 2-1. In general, the PRS’s control water flow from an upper zone into a lower zone through a globe-style valve based on pressure settings that are set in the field. Each PRS may have one or more individual valves. The PRSs in the CMWD potable water system have either pressure reducing valves (PRVs), pressure sustaining valves (PSVs) or combination valves (PSV/PRV). PRVs throttle flow to maintain a downstream pressure and may be normally closed in the system if they are back-up valves, which supply flow only under high demand, emergency, or fire flow conditions. PSVs are controlled to sustain a minimum upstream pressure and are used to regulate the flow into several tanks. Most of the PRSs in the distribution system have combination valve features. A combination PSV/PRV operates in either a pressure reducing or sustaining mode, maintaining a downstream pressure setting as long as the upstream pressure is above its pressure set point. If the upstream pressure drops below the set point, the valve will throttle, or even close, to maintain the upstream pressure. Thus, the sustaining mode has precedence over the reducing mode. In the CMWD system the combination valves typically operate in the reducing mode under normal operating conditions. In addition to the automated PRSs, CMWD has control valves at key locations in the distribution system that are normally closed, but which can be manually operated to control flow between pressure zones. These include the Maerkle control valve (plug valve) separating the 490 and 550 Zones. 2-10 | June 17, 2019 June 17, 2019 | 2-11 Table 2-3: Pressure Regulating Station Summary Station Name Pressure Zone Elevation (ft) Valve Diameter (in) Setting (psi) Status Function From To Primary Secondary Relief Primary Secondary Sustaining PSI Alga No. 1 700 680 445 12 8 6 90 95 100 120 / 97 Open Primarily/Only Supply Alga No. 2 680 510 383 8 8 8 50 45 105 120 / 44 Closed Back-up Alicante 375 318 - 4 6 4 80 70 105 118 / 90 Open Usually runs Ayres 550 318 196 6 12 8 60 52 120 145 / 58 Closed Back-up Black Rail 375 318 95 6 12 6 116 100 138 135 / 105 Closed Back-up Bolero 510 318 193 8 - 6 68 - 120 128 / 60 Closed Back-up to Lower El Fuerte Buena Vista 330 255 184 12 6 17 -- 15 72 / 30 Closed Back-up Calibri 680 580S 397 6 - 4 62 - - 108176 Closed Back-up Camino De Las Ondas 375 318 142 4 8 4 78 50 -- 110180 Open Usually runs Cannon 375 241 143.5 4 8 6 40 35 - 100/38 Closed Back-up Chestnut 490 446 292 4 8 6 85 82 90 121 / 86 Open Usually runs Clearview/ MacArthur 446 330 250 6 -- - 35 -- 50 86 / 14 Closed Back-up; fire only College East 550 430 206 6 8 6 98 88 120/98 140 / 110 Open Always runs College North 490 446 167.5 6 8 6 - - - 131 / 126 Closed for future use College South 446 241 75 4 8 6 70 65 110 175175 Open Usually runs College West 550 375 234 12 6 6 65 60 100 132 / 74 Open Always runs D-3 Influent 550 Tank 350 10 16 4 cfs -- -- 75140 Open Flow control to D- 3 Res. Donna & Basswood 446 330 244 8 -- - 35 -- - 75141 Closed Back-up; fire only Ellery Reservoir 490 Tank 330 14 -- - - - -- 67 72 Open Sustaining only Elm South 330 Tank - 10 - - - - 40 40 I tank Closed Back-up to Tank Elm TAP 580 490 250 4 10 6 -- -- 105 155 / 106 Closed Back-up Encinas Potable 318 241 47.1 8 - 6 90 - 100 118 / 84 Closed Back-up Foxtail Loop 490 375 183.7 4 8 4 70 60 130 134 / 90 Closed Back-up Potable Water Master Plan Carlsbad Municipal Water District 2-12 | June 17, 2019 Table 2-3: Pressure Regulating Station Summary Station Name Pressure Zone Elevation (ft) Valve Diameter (in) Setting (psi) Status Function From To Primary Secondary Relief Primary Secondary Sustaining PSI Grosse 490 418 95 6 - 3 130 - 165 167/137 Open Primary/Only Supply Hailey 550 430 205 6 8 6 98 84 100 142 / 92 Open Always runs Hilton 318 241 46 4 8 6 80 70 115/105 100 / 71 Closed Back-up Jackspar 430 375 105 4 6 4 120 110 -- 150/118 Closed Back-up Jockey club 318 PVT 4 - - - - 135 / 110 Closed Golf course irrigation and bathroom Kelly 446 241 46 4 6 6 90 70 150 165 / 92 Open Usually runs Kelly Cut 550 490 163 6 - 6 145 - - 155 / 102 Closed Emergency only La Costa Country Club 318 PVT 4 - - - - - Closed Golf course irrigation La Costa Lo 510 318 - 12 - 6 - - - 80 / 12 Open Always runs La Costa Potable 700 375 172.2 6 8 6 90 80 200 268 / 92 Closed Back-up La Golondrina 680 580S 356 2 6 4 90 72 100 138 / 90 Open Primarily Supply Laguna Riviera 490 446 46 6 12 6 165 -- -- 195 / 168 Open Usually runs Lakeshore Gardens 318 PVT - 3 6 4 62 50 - 118 / 66 Open Always runs Lanikai 318 PVT - 4 - - - - - 76 / 58 Open Always runs Lapis 510 375 168.75 4 6 4 90 80 140/120 140 / 100 Closed Back-up Lower El Fuerte 510 318 210 8 - 6 62 -- - 120/60 Open Usually runs Lower Faraday 430 375 121 6 - 4 110 - - 150/90 Closed Back-up Maerkle Sustaining CWA 490 -- 12 12 12 * - - 190 185 / 165 / 60 Open 3 cla-vals , *Southern 12" has 1O" internals May Company 490 255 79' 6 8 6 76 65 135 185 / 80 Open Usually runs· Melrose 700 550 322.42 6 8 6 85 70 135 175 / 92 Open Back-up Melrose intertie 815 700 - 8 - - - - - Closed intertie Olivenhain intertie - 318 - 10 - - - - - 120 / 135 Closed intertie Olympia 580 446 285 3 6 4 64 62 84/100 155 / 75 Closed Back-up June 17, 2019 | 2-13 Table 2-3: Pressure Regulating Station Summary Station Name Pressure Zone Elevation (ft) Valve Diameter (in) Setting (psi) Status Function From To Primary Secondary Relief Primary Secondary Sustaining PSI Palomar Oaks 550 375 194 6 8 8 80 65 115/130 150 / 84 Closed Back-up Palomar West 375 241 78 6 8 6 71 65 115 132 / 68 Closed Back-up Pine 330 255 138 3 8 6 60 55 75/65 90157 Closed Back-up; fire only Point D North 700 550 283 6 8 6 105 100 165 185 / 120 Open Back-up Point D South 700 550 283 16* 12 8 112 105 135 180 / 114 Open Primary Supply, *16" body 12" internals Pointsettia West 375 318 124 4 8 6 80 65 94 120 / 80 Closed Back-up Quarry Creek West 446 330 - 6 8 6 - - - 150 / 87 Open Quarry Creek East 446 330 - 6 8 6 - - - 150 / 90 Open Rancho Carlsbad 375 PVT - 4 6 3 - - - 146 / 63 Open Always runs Rancho Poncho 700 550 188 6 8 6 130 120 180 215 / 145 Open Back-up Rising Glen 490 446 136 8 - 4 145 143 145 · 158/124 Closed Back-up Robertson's Ranch 446 349 - 6 8 6 70 50 120 140 /74 Open Always runs Sage Creek 490 375 - 6 - - - - - 168 / 145 Closed Back-up Salk 490 430 266.5 4 10 6 66 61 85 100 / 84 Closed Back-up SDCWA #6 CWA 700 566 16 - - 160 - 170 Open PRS off CWA #6 Sierra Morena 446 255 130 8 - -( 56 -- 135 135 / 60 Closed Back-up; fire only Skyline West 446 Tank - 8 - 6 - - - 82 / tank Open Feeds Reservoir Tamarack Point 446 349 172 2 8 4 60 55 85 126 / 54 Open Back-up Tanglewood 490 330 126 6 8 6 80 70 170 155 / 88 Closed Back-up TAP #4 Cannon CWA 580 -- 14 - - -- - 230 235 / 96 Open PRS off CWA #4, reducing to 580N TAP Hi/Lo 580 Tank - 10 10 - - - 73 73 / tank Open Sustaining only, Feeds Reservoir Unicornio 680 510 346 8 - 4 71 - - 140 / 60 Closed Back-up Potable Water Master Plan Carlsbad Municipal Water District 2-14 | June 17, 2019 Table 2-3: Pressure Regulating Station Summary Station Name Pressure Zone Elevation (ft) Valve Diameter (in) Setting (psi) Status Function From To Primary Secondary Relief Primary Secondary Sustaining PSI Upper El Fuerte 680 510 400 6 10 8 45 42 - 115 / 30 Open Primary Supply Whiptail 700 550 363 4 10 6 27 -- -- 150 /70 Closed Back-up Zodiac 680 510 397.5 4 6 4 50 45 90/80 120 / 40 Closed Back-up June 17, 2019 | 2-15 This page is intentionally blank. Potable Water Master Plan Carlsbad Municipal Water District 2-16 | June 17, 2019 2.1.4 Distribution and Transmission Facilities CMWD maintains approximately 450 miles of active water mains ranging in size from 4-inch to 42-inch in diameter. Pipe materials include asbestos cement pipe (ACP), polyvinyl chloride (PVC) pipe, ductile iron pipe (DIP), Cement Mortar Lined and Coated (CMLC), prestressed concrete cylinder pipe (PCCP), cast iron (CI), steel, copper, and high density polyethylene (HDPE) pipe. Table 2-4 includes an inventory of material types with a size range and total length. The pipelines are predominantly ACP, which was extensively used in the 1970s and 1980s, and PVC pipe, which is currently in widespread use. Table 2-4: Existing Pipeline Inventory Material Length (ft) Diameter Range (in) Pipe Length by Decade Unknown 1950s 1960s 1970s 1980s 1990s 2000s 2010s ACP 1,260,880 4 20 50,949 30,310 150,207 363,155 456,196 165,701 43,616 747 PVC 923,006 4 24 2,429 1,482 856 2,803 10,334 278,899 596,201 30,003 DI 44,738 6 42 2 0 0 315 15,475 19,347 9,549 50 CMLC 43,433 6 36 0 0 5,583 0 166 24,835 12,804 44 PCCP 19,900 21 30 0 0 0 18,483 0 1,417 0 0 CI 1,503 8 10 0 0 1,284 0 160 0 59 0 Steel 102,686 4 42 673 1,572 7,433 10,387 9,058 9,302 64,079 183 HDPE 720 18 18 0 0 0 0 0 0 720 0 Copper 2 6 6 0 0 0 2 0 0 0 0 Total 2,396,868 54,052 33,364 165,363 395,144 491,389 499,501 727,028 31,027 Source: City of Carlsbad 2017 GIS Figure 2-5 shows the percentage of piping that has been installed in the CMWD by decade. Nearly 90 percent of the CMWD system has been installed since the 1960s. Based solely on the pipe material and the date the pipe was installed, the majority of these pipes appear to have many years of remaining functionality. Figure 2-5: Pipeline Installed by Decade June 17, 2019 | 2-17 2.1.5 Pump Station Facilities CMWD currently operates and maintains three stand-by PSs. The PSs are only used during emergencies to supply water to higher zones during a Water Authority shutdown or other outage. The locations of these facilities are shown on Figure 2-1 and a summary of each facility is provided in Table 2-5. A description of each PS is provided below. The Maerkle PS pumps water from the Maerkle Reservoir into the Maerkle Tank when needed to improve water quality and maintain circulation within the reservoir. In addition, the Maerkle PS can serve a large portion of the CMWD system during a Water Authority shutdown. This station includes a backup generator for emergency power. Table 2-5: Pump Station Summary Pump Station Pressure Zone Pump Unit Motor Size & Type Rated Capacity Firm Capacity Back – up Power From To gpm MGD gpm MGD Maerkle 435 490 1 150-hp, VFD 4,500 6.48 13,500 19.44 450 KW Generator 2 150-hp, VFD 4,500 6.48 3 150-hp, VFD 4,500 6.48 4 150-hp, VFD 4,500 6.48 Bressi 490 700 1 125-hp 1,250 1.80 2,500 3.60 — 2 125-hp 1,250 1.80 3 125-hp 1,250 1.80 Calavera Hills 446 580 1 75-hp 1,500 2.16 1,500 2.16 Wiring for generator 2 75-hp 1,500 2.16 3 15-hp 200 0.29 Source: City of Carlsbad 2012 Master Plan Notes: (1) Firm capacity is the total capacity of the pump station less the largest pump unit. (2) The Maerkle PS can convey water from the Maerkle Dam and transfers it into the Maerkle Tank. The Bressi PS can be used to boost water from the 490 Zone to the 700 Zone during shutdowns. No backup power or generator is currently provided at this site. The abandoned Ellery Pump Station site allows for a portable pump hook-up. The 580N Zone is served directly from the Water Authority No. 4 connection under normal operations through a pressure sustaining valve. However, during a Water Authority shutdown this zone can be served through the Calavera Hills PS from the 446 Zone. 2.2 Agency Interconnections CMWD receives potable water at their Water Authority No. 2 connection on a regular basis from VWD’s VAL 7 connection to the Water Authority off the Questhaven Pipeline. Water supply is provided through an interagency service agreement entitled Construction of a Water Transmission and Storage System – Questhaven Pipeline, dated July 1, 1978 and its supplement, dated September 1979 in which VWD is designated as the lead agency. The CMWD connection capacity by agreement is limited to 8.61 MGD. CMWD is supplied via a flow control facility from the VWD’s Potable Water Master Plan Carlsbad Municipal Water District 2-18 | June 17, 2019 815 Meadowlark zone into the CMWD 700 Zone. This facility, located along Alga Road, serves CMWD and consists of two 10-inch diameter flow control valves. In 2014, the CMWD received an average of 2.3 MGD and a maximum supply of 6.5 MGD through this connection. Of the 12 inter-agency service connections to neighboring water districts, 11 are solely available to CMWD under emergency conditions. These connections are limited in their ability to deliver flow unless otherwise noted and would be used for short term outages to the CMWD service area. With the improved reliability of the regional system following the implementation of the Emergency Supply Project and the anticipated delivery of desalinated sea water to CMWD, there is no immediate need to expand the capacity of the existing connections. Table 2-6 provides a list of the interconnections with neighboring agencies. Table 2-6: Existing Agency Interconnections Summary Location Service Capacity (cfs) Status From To El Camino Real & Interstate 78 Oceanside (409 Zone) CMWD (255 Zone) 5.0 Emergency connection; metered College Blvd / City limits Oceanside (481 Zone) CMWD (446 Zone) — Emergency connection; metered Nueva Castilla OMWD (437 Zone) CMWD (318 Zone) — Emergency connection - normally closed valve on 12" Calle Madero OMWD (437 Zone) CMWD (318 Zone) — Emergency connection - normally closed valve on 8" La Costa Avenue & Romeria OMWD (437 Zone) CMWD (318 Zone) — Emergency connection - normally closed valve on 8" La Costa Avenue & El Camino Real OMWD (437 Zone) CMWD (318 Zone) 5.0 Emergency fire flow connection to OMWD La Costa Avenue OMWD (437 Zone) CMWD (318 Zone) — Emergency connection - normally closed valve Alga Road & El Fuerte VWD (815 Zone) CMWD (700 Zone) 13.3 Active Connection - Normal supply from Water Authority Connection No. 2 Alga Road & Santa Isabel Street VWD (815 Zone) CMWD (700 Zone) — Emergency connection - normally closed valve Melrose VWD (815 Zone) CMWD (700 Zone) — Emergency connection - normally closed valve on 12" Business Park & Palomar Airport Rd VID (690 Zone) CMWD (700 Zone) 3.3 Emergency supply during aqueduct shutdowns; metered Quarry Creek CMWD (330) Oceanside Emergency connection - normally closed valve Source: City of Carlsbad June 17, 2019 | 2-19 2.3 System Operations The CMWD potable water system receives water from the Water Authority aqueduct at a much higher hydraulic grade than is needed and must therefore reduce pressures into the distribution system through a series of PRSs, as previously outlined. Operators balance tank levels by adjusting settings at several key facilities and making changes to the Water Authority deliveries, as necessary. Tank levels and several control valves are connected to the CMWD SCADA system, which allows CMWD Operations staff to make changes and monitor the system from the water operations center. Changes that can be made to several key facilities include: • Emergency Supply: The Maerkle Flow Control Vault Facility separates the 490 Zone from the 550 Zone. Flow through this valve is metered in both directions, and under typical daily operations this valve is closed. The valve can be throttled to allow excess supply from the 700 Zone via the 550 Zone into the 490 Zone. Under emergency supply scenarios the valve can be also be opened to supply the 550 Zone from the 490 Maerkle Tank and Reservoir when the 700 Zone feeds are isolated, thereby reducing the HGL. • D3 Tank Level Control: The 375 Zone D3 Tank is supplied from the 550 Zone via a PRS located adjacent to the tank. Downstream of this station are 12-inch and 16-inch plug valves that are operated as flow control valves and throttled to regulate D3 Tank water levels. • Ellery Tank Level Control: Supply to the 330 Zone Ellery Tank from the 490 Zone is controlled by a 14” Cla-Val within the PSV. The setting of this valve is adjusted periodically, and typically ranges between 62 and 80 pounds per square inch (psi). • 318 Zone Control: The Ayres and Lower El Fuerte PRSs supply the 318 Zone from the 550 and 510 Zones, respectively. • Skyline Tank Level Control: The Skyline Tank used to operate together with the Elm and “E” Tanks in the 255 Zone. Since it was at a much lower elevation than the other two tanks it was unable to “float” on the system and therefore provided emergency storage only. By closing several valves in the 255 Zone, CMWD operators have created a separate 241 Zone that is regulated by the Skyline Tank. The 241 Zone Skyline Tank is supplied from the 446 Zone through a PSV. With the exception of the controls described above, supply to the remaining storage tanks in the distribution system comes from Water Authority aqueduct connections or PRSs located at the edges of the service zone. The Santa Fe II and La Costa Hi, have single inlet-outlet pipes. No tanks in the distribution system have altitude valves. 2.4 Existing Water Quality Water quality is a key focus for every water purveyor. As chlorine residuals decrease with age (retention time within the system), water quality problems are more likely to occur where water takes a long period of time to travel through the distribution system or where water is stored in tanks with poor cycling. CMWD benefits from having multiple supply connections and the ability to increase and decrease supplies during low demand periods to help promote drain/fill cycles in the distribution system storage tanks. Potable Water Master Plan Carlsbad Municipal Water District 2-20 | June 17, 2019 The imported water supplied to CMWD is treated either by Metropolitan at its Lake Skinner Treatment Plant in Riverside County or by the Water Authority at its Twin Oaks Valley WTP in San Marcos, which is also blended with desalinated water for the new Claude “Bud” Lewis Carlsbad Desalination Plant. After treatment, the water travels through Water Authority owned pipelines and is delivered at the four CMWD supply connections described previously in Section 2.1.1. The treated water is supplied with a combined chlorine/ammonia (chloramine) residual and requires no additional disinfection at the supply locations prior to distribution and delivery. However, various chemical and biological reactions may occur within the distribution system that can reduce the chloramine residual. The large capacity of Maerkle Reservoir results in detention times of several weeks/months and thus has the potential for loss of chloramine residual due to nitrification or other degradation processes. In 2003, CMWD transitioned to a chlorine dioxide feed designed to prevent nitrification and allow for maintenance of a stable chloramine residual in the reservoir. As a result of this change, CMWD has experienced fewer nitrification problems in the reservoir. CMWD’s permit allows an influent flow at the reservoir of 3 cfs, with the chlorine dioxide injected into the influent flow. CMWD also has water quality challenges within the distribution system, particularly in larger tanks with small system demands, such as the Santa Fe II and La Costa Hi Tanks. These tanks require active management to periodically turnover and cycle the water in storage. June 17, 2019 | 2-21 This page is intentionally blank. June 17, 2019 | 3-1 Chapter 3 Water Demand and Supply Chapter 3 summarizes the existing “baseline” potable water demand for CMWD, presents the water demand forecast, and documents the current water supply portfolio and opportunities to enhance water supply reliability. The chapter provides CMWD with a summary of the water demand analysis that forms the basis for capacity analysis and water supply evaluation. 3.1 Existing Water Demands This section summarizes the process to develop the existing average annual water demand for CMWD. This “baseline” existing demand is used as the key starting point for the future demand forecasts as well. Given the annual variability in water use seen by water purveyors the past few years throughout Southern California, selecting the baseline demand considers appropriate planning level assumptions and recognizes the sustained lowered water use patterns of many customers. 3.1.1 Data Sources A discussion of the data sources used to develop water demand projections for previous planning efforts and the current Master Plan is provided below. 3.1.1.1 San Diego Association of Governments Data 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. It maintains two sets of transportation analysis zones (TAZ) data for the Regional Transportation Plan (2015-2040) along with socioeconomic data for the region. The more comprehensive data is comprised by 4,109 zones (Tier 1) across the SANDAG region. Within each TAZ, 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 from the Series 13 projections, as provided to Carlsbad in April 2017, was used for this Master Plan project. 3.1.1.2 Census Data The U.S. Census Bureau develops and maintains other digital and spatial datasets relating to population, demographics, housing elements, occupancy, and other economic and trend information. U.S. Census Bureau data for California is maintained by the California City of Finance. This dataset has been used in prior City studies for estimating population at a census tract/block level. This tract/block data is more detailed than the TAZ level data developed and maintained by SANDAG. 3.1.1.3 Land Use Data Land use coverage data for the service area was collected from the City geographic information system parcels, San Diego County land use/zoning data, and various other sources. The City’s Planning Department provided zoning and land use data for each of these individual agencies. This data, along with housing element reports, provided the primary information related to opportunities of redevelopment, zoning specifications, and vacant lot areas for each service area. Potable Water Master Plan Carlsbad Municipal Water District 3-2 | June 17, 2019 For purposes of future planning, it is assumed that all planned land uses depicted on the City’s General Plan land use map will develop, and CMWD will reach “buildout” during the horizon of the General Plan. 3.1.1.4 CMWD’s Utility Billing Data CMWD utilizes a customer information system to maintain its account-level information. Carlsbad’s billing data classifies its accounts into the following customer class categories: agriculture, commercial, fire protection, industrial, institutional, irrigation, multi-family, recycled water, single family, and temporary usage. Review of this information indicates CMWD's customer base is primarily residential, representing approximately 85 to 90 percent of the active accounts. The balance of the accounts is made up with various commercial, industrial, and institutional customers. Billing information for the 2014 to 2016 calendar years reflect a total customer base using between a high of 16,800 acre-feet (AF) in 2014 to a low of 13,600 AF in 2015. Account level billing data for the last 10 years was used in the analysis of water demands for this Master Plan. 3.1.2 Current and Projected Population Estimates The current and projected demands are integral factors in the evaluation of CMWD’s future utility systems. Due to the historical variation in the economy and weather conditions, the growth rates have differed from previous studies, suggesting the need to reassess projected demand conditions. Current population estimates, and future projections were calculated based on U.S. Census, SANDAG databases, land use and planning data, local agency housing element reports, and vacant housing information derived from the U.S. Census and CMWD’s water billing data. While build-out for any community may actually never materialize, for the purposes of this study, build-out is estimated to occur at the year 2040. This period was chosen as it coincides with other applicable service area studies, such as the most recent UWMP and SANDAG population/housing/employment projections. The methodology for estimating CMWD’s current and projected population was discussed in Section 1.3.3. 3.1.3 Historical Water Use Trends and Baseline Year Historical water use trends can be used to project future supply needs, and the past several years establish the baseline existing demand. The following sections describe CMWD’s historical potable water use trends. 3.1.3.1 Annual Potable Water Use Potable water demands are metered potable water sales and are always less than the amount of water produced or imported by a water utility. Over the past decade, water use within CMWD’s service area has ranged from a low of 13,600 AFY (12.1 million gallons per day [mgd]) to as high as 21,500 AFY (19.2 mgd), as shown on Figure 3-1. June 17, 2019 | 3-3 Figure 3-1: Historical Potable Water Demands by Calendar Year Annual fluctuations in the past have been primarily in response to local weather conditions. Typically, water demands increase during hotter, drier years because more water is needed for customer consumption and landscape irrigation, and demands are lower during cooler, wetter years when less irrigation is required. Table 3-1 lists the historical potable water demands from 2006 to 2016 which are displayed on Figure 3-1. Table 3-1: Potable Water Demands (2006-2016) Year Potable Water Demands 2006 20,481 2007 21,498 2008 19,436 2009 17,425 2010 15,143 2011 15,270 2012 15,959 2013 16,789 2014 16,864 2015 13,592 2016 13,832 Potable Water Master Plan Carlsbad Municipal Water District 3-4 | June 17, 2019 However, regional drought began gripping the American Southwest in 2012, and North San Diego County has experienced below-average rainfall for most of the past decade. In addition, the region experienced an economic recession from 2009 to 2011, essentially halting anticipated development and causing an increase in local unemployment, which in turn resulted in a decrease in water use. CMWD also adopted a residential tiered water rate in July 2009 that further dampened demand by the residential population. The region experienced record warm years in 2015 and 2016, which would typically result in water use increases. However, statewide mandatory conservation in response to statewide drought conditions contributed to a significant decrease in water use during those years. 3.1.3.2 Baseline Year 2014 (CY) To determine an appropriate baseline year for the Master Plan, based on discussions with City/CMWD staff from the planning, financial, and water conservation departments, it was decided that calendar year 2014 represented a reasonable reference year, as statewide mandatory conservation had not yet been imposed, and a reasonable period had expired from the 2009-2010 drought and economic recession, such that an appropriate rebound in demands would have occurred. It is unlikely that, from a unit demand (or duty factor) basis, water use will return to the levels seen in the early to mid-2000s. Year 2014 reflects a conservative average annual demand that was not subject to mandatory use restrictions. Therefore, the existing water system demand for the Master Plan is approximately 16,860 acre-feet per year (AFY) or 15.1 mgd. This demand will serve as the basis for the existing system capacity analysis for water distribution and supply. 3.1.4 Water Demand Classification by Customer Type CMWD’s metered service connections (currently at 27,545) serve a variety of different customer types, including residential, commercial, institutional, and landscape customers. The historical breakdown is shown graphically on Figure 3-2, and recycled water is included in this figure. June 17, 2019 | 3-5 Figure 3-2: Historical Water Demand by Customer Type Table 3-2 shows the historical water and recycled demand from 2006 to 2015. Table 3-2: Historical Potable Water and Recycled Demand Calendar Year Total Potable Use Total Recycled Use Total Water Use 2006 20,481 2,144 22,625 2007 21,498 2,897 24,396 2008 19,436 3,742 23,178 2009 17,425 4,220 21,645 2010 15,143 3,377 18,520 2011 15,270 3,542 18,812 2012 15,959 3,938 19,897 2013 16,789 4,120 20,908 2014 16,864 4,645 21,509 2015 13,592 3,781 17,373 As shown in Table 3-3 and Figure 3-3, for the baseline year 2014, 63 percent of CMWD’s potable water metered service demands were residential, 52 percent single family and 11 percent multifamily. Commercial, Industrial, and Institutional accounts made up approximately 19 percent of the total demand. Potable Water Master Plan Carlsbad Municipal Water District 3-6 | June 17, 2019 Table 3-3: Potable Water Use by Customer Type (Baseline Year 2014) Customer Type 2014 Use (AF) Percent of Total (%) Single Family Residential 8,839 52 Multifamily Residential 1,852 11 Commercial 2,995 18 Institutional 139 1 Irrigation 2,452 15 Agriculture 311 2 Fire 276 2 Total 16,864 100 Notes: AF=acre-feet Landscape irrigation, agriculture, fire, and temporary accounts made up the remaining 18 percent of the customers. In the future, these patterns of demand are expected to continue, as single family residential and multifamily residential make up a large majority of the parcels in CMWD’s service area. 3.1.5 Top 25 Potable Water Meters The top 25 potable water users for the 2014 Baseline Year are shown in Table 3-4. Figure 3-4 shows water use by customer type for the top 25 meters and their locations are shown in Table 3-4. These customers have a combined demand of 989 AFY (0.88 mgd) and make up nearly 6 percent of the total water demand. The customer types include commercial, agriculture, multifamily residential, and irrigation. June 17, 2019 | 3-7 Table 3-4: Top 25 Potable Water Meters Pressure Zone Class 2014 Baseline Year Demand (AFY) Address 318 Multifamily Residential 82.32 7201 Avenida Encinas Lakeshore 375 Agriculture 72.18 5791 Armada Drive 198 Multifamily Residential 72.08 5200 El Camino Real 241 Commercial 71.78 4900 Carlsbad Boulevard 375 Agriculture 59.63 5795 Armada Drive 550 Commercial 58.64 5781 Van Allen Way 241 Commercial 55.89 4900 Carlsbad Boulevard 318 Multi-Family Residential 48.20 6550 Ponto Drive 318 Commercial 42.18 7200 Estrella De Mar Road Complex 375 Commercial 39.87 7100 Four Seasons Point 375 Commercial 39.62 7100 Four Seasons Point 446 Agriculture 39.42 4900 El Camino Real 375 Irrigation 38.99 5800 Hidden Valley Road 375 Agriculture 36.64 1300 Cannon Road 318 Irrigation 34.12 2100 Costa Del Mar Road Lake 375 Irrigation 32.95 7100 Four Seasons Point 241 Agriculture 32.57 4900 El Camino Real 550 Commercial 31.35 2221 Las Palmas Drive 318 Commercial 29.88 1 Ponto Drive 375 Irrigation 28.73 5825 Dryden Place -5860 375 Commercial 26.47 1 Lego Drive Point B 375 Commercial 25.27 5480 Grand Pacific Drive 330 Irrigation 24.78 3599 Monroe Street Chest 318 Commercial 23.89 2102 Costa Del Mar Road 550 Commercial 23.73 2470 Faraday Avenue Total — 988.86 — The largest demand within the top 25 users was commercial use, which accounted for 44 percent of the total water consumption for the top 25 users. This was followed by agriculture, multifamily residential, and irrigation, with demands of 22, 19, and 15 percent, respectively. The 2019 Recycled Water Master Plan addresses existing potable irrigation use and future potential customers exploring the potential to convert some of these larger irrigation users to recycled water. Potable Water Master Plan Carlsbad Municipal Water District 3-8 | June 17, 2019 Figure 3-3: Top 25 Water Meters by Customer Type June 17, 2019 | 3-9 Figure 3-4: Location of Top 25 Water Meters Potable Water Master Plan Carlsbad Municipal Water District 3-10 | June 17, 2019 3.1.6 Existing Demand By Pressure Zone The existing demand was determined for each pressure zone, as each potable water meter account is coded to a specific zone. Table 3-5 shows the sales or demand data for each pressure zone for the 2014 Baseline Year. The demand per zone will be used to estimate water supply and storage requirements in the water distribution system. Table 3-5: Average Water Demands per Pressure Zone Pressure Zone 2014 Average Water Demand gallons per minute million gallons per day 198 42 0.06 241 1,069 1.54 255 1,125 1.62 318 1,854 2.67 330 854 1.23 349 42 0.06 375 1,549 2.23 430 97 0.14 446 1,139 1.64 490 69 0.10 510 208 0.30 550 1,319 1.90 580 (North and South) 292 0.42 680 243 0.35 700 396 0.57 Null1 146 0.21 Total 10,433 15.04 1 Meter accounts not identified in a pressure zone. 3.1.7 Unaccounted for Water Unaccounted for water, also called non-revenue water is the difference between the amount of water that enters CMWD’s distribution system and the amount of potable water delivered to CMWD’s customers. Non-revenue water is water lost from the distribution system through a variety of ways, both authorized and unauthorized, including water for firefighting, pipe flushing, hydrant testing, leakage from pipelines, meter errors, and theft. CMWD does, however, attempt to estimate fire and temporary water demand, as noted in Table 3-6. June 17, 2019 | 3-11 Table 3-6: Historic Water Loss Year Water Bought from SDCWA (AF) Water Sold (AF) Water Loss (AF) % 2006 20,705 20,481 223 1.1 2007 21,330 21,498 -168 -0.8 2008 20,112 19,436 676 3.4 2009 17,547 17,425 122 0.7 2010 16,167 15,143 1,023 6.3 2011 16,058 15,270 788 4.9 2012 16,750 15,959 791 4.7 2013 17,210 16,789 421 2.4 2014 17,707 16,864 843 4.8 2015 14,320 13,592 728 5.1 Figure 3-5 provides a graphical perspective of CMWD’s historical non-revenue potable water trends, representing a range of 1 to 7 percent of the total annual water demand. Figure 3-5: Historical Water Loss CMWD has historically maintained an annual water loss well within industry standards, which may in part be attributed to a much newer water system compared to other agencies. An important investment for CMWD is to continue with the installation of AMI meters in the City to allow for real time monitoring, further improving leak detection and the ability to track water purchased versus water used. More information on water loss, water audits and loss control (including SB 555) can be found in the link below: Potable Water Master Plan Carlsbad Municipal Water District 3-12 | June 17, 2019 https://www.waterboards.ca.gov/water_issues/programs/conservation_portal/water_loss_control.htm l 3.1.8 Seasonal and Daily Demand Variation and Peaking Factors The demand for water fluctuates each month, and this variation is attributed to the seasonal variations in weather conditions. The amount of delivered water is lower in the winter months and increases in the summer months due to irrigation needs. Figure 3-6 displays the monthly potable water deliveries for 2013 through 2016. Due to drought conditions throughout California, Executive Order B-29-15 was issued on January 17, 2014. This order mandated a statewide 25 percent reduction in potable urban water usage through February 28, 2016. An 18 percent reduction in average water use was observed between 2013 (14.7 mgd or 16,466 AFY) and 2015 (11.9 mgd or 13,329 AFY). Moreover, the summer months observed in 2015 and 2016 experienced below normal peak monthly demands due to the mandated restrictions compared to similar months in 2013 and 2014. Figure 3-6: Variations in Seasonal Delivery (2013-2016) 3.1.8.1 Minimum and Maximum Day Demand To estimate the minimum and maximum day demand, water supply records were reviewed from SDCWA for the four supply connections. Typically, CMWD orders water each morning at the four turn outs and monitors supply and demand throughout the day. If needed, CMWD may request a flow change to balance storage and meet demand. After reviewing the 2014 summer data (July through September), the maximum day supply is estimated at approximately 24.1 mgd, which is based on an average demand of 15.1 mgd, and an estimated maximum day peaking factor of 1.6. Winter baseline demand for 2014 was reviewed to determine the minimum day supply. The minimum day supply was estimated to be 9.1 mgd based on an assumed peaking factor of June 17, 2019 | 3-13 0.60, which is typical for a low demand day. Table 3-7 summarizes a comparison of max and min day peaking factors, Table 3-7: Maximum Day and Minimum Day Peaking Factors (2012 and 2014) Min/Max PF 2012 2014 Comment Max Day 1.65 1.6 2012: Table 5-2 Water Master Plan. Min Day 0.5 0.6 — 3.1.8.2 Water Duty Factors A water duty factor (WDF) is defined as the daily water use per some specified unit (e.g., acre, person, or dwelling unit) for a given land use type and is a common element of water system planning. WDFs were developed as part of the demand projections and have been used in several of CMWD’s past planning studies. The Water Conservation Act of 2009 (also known as Senate Bill X7-7) was signed into law in November 2009 as part of a comprehensive water legislation package. Senate Bill X7-7 sets a goal of achieving a 20 percent reduction in urban per capita water use statewide by 2020. Technical methodologies were developed by the California Department of Water Resources (DWR) to guide the consistent development by urban water suppliers of their baseline per capita water use and targets. CMWD selected Method 1 for establishing the 2020 per capita water use target of 207 gallons per capita per day (UWMP Section 5.2.1, 2016). Since 2007, CMWD’s per capita water use has been experiencing a decline partially due to increased retail water cost, increased use of water conservation measures by customers responding to drought conditions, some conversions to recycled water, and poor economic conditions. CMWD’s per capita water use in 2015 (149 gallons per capita per day) was already below the 2020 target. This 2015 low water use may be temporary as a result of conservation efforts to meet state-mandated demand reductions in response to the current unprecedented drought. A partial rebound to prior per capita water-use levels may occur once the drought is over, although CMWD’s water use has met or exceeded its Senate Bill X7-7 targets (CMWD 2015a). For this reason, 2014 demands were determined to be a more reasonable baseline for future projections. The Cost of Service Study (CMWD 2016) drew similar conclusions: Like many agencies in California, the District experienced unprecedented short-term conservation from its customers during 2015. In April of 2015 California Governor Jerry Brown mandated that urban water demand be reduced by 25 percent across the state, with each agency receiving a specific conservation target based on current consumption (residential gallons per capita). The District initially received a target of 28 percent, which then was reduced to 20 percent due to the water supply reliability in the San Diego County region. The District’s customers have taken a number of steps to reach the 20 percent goal and indeed did achieve a 20 percent reduction in water usage in FYE 2016. A revision of the State's conservation order in June of 2016 allowed agencies to self-certify their available supplies and lower or remove their mandatory conservation standards. The District was able to set its mandatory conservation to zero. However, customers have continued to conserve due to ongoing messaging, behavioral changes, and demand hardening. This rapid, significant, conservation presents additional challenges to short-term demand planning. Under normal circumstances, past behavior can be a strong indicator of conservation and growth trends. Paradigm shifts such as this one diminish the feasibility Potable Water Master Plan Carlsbad Municipal Water District 3-14 | June 17, 2019 of forecasting from those past trends. Many customers have substantially changed how they use water by adopting adjustments such as turf removal and low-flow fixtures. These changes are unlikely to be completely reversed. ….Usage rebound assumptions are specific to each customer class because some customer classes have greater water demand variability. For this analysis FYE 2014 was used as the baseline year for customer data, in order to have a baseline proportioned close to normal year monthly demand patterns. The methodology used to update WDFs involves correlating historical parcel-level water consumption data with its designated land use type so that the actual water user per acre or per unit can be calculated. A preliminary list of the WDFs, based on the 2014 Baseline Year existing demands, is included in Table 3-8. Table 3-8: Water Duty Factors for 2014 Baseline Year Category Quantity Unit Duty Factor Gallons per day (gpd)/unit Or gpd/acre Single Family Residential 6,231 DU 400 Multi‐Family Residential 1,068 DU 185 Commercial/Office 1,468 Acre 1,500 Industrial 1,330 Acre 400 Roads/ROW 3,795 Acre 0 Institutional 9,070 Acre 500 Park/Open Space 543 acre 2,000 Agriculture 568 Acre 500 Vacant 981 acre 0 Total 25,055 — — 3.2 Projected Water Demands An important element in master planning is the assessment of future water demands and supply requirements. Demand forecasting allows CMWD staff to: • Understand spatial and temporal patterns of future water use • Plan for future water purchases and supply planning • Plan for system expansion/system revenue/expenditures • Conduct infrastructure and capital planning • Develop water/wastewater rates • Optimize system operations As part of this Master Plan, a water demand forecast tool was developed to assist with the water demand projection and provide CMWD a number of planning scenarios. The following section highlights the forecasting tool that was used to build the water demand projections. June 17, 2019 | 3-15 3.2.1 Demand Forecasting Process The demand forecasting model developed for this Master Plan update is based on: • Spatial correlation of water demands at the parcel/TAZ level • Alignment with SANDAG Series 13 TAZ data, City’s land use databases, General Plan, and other planning resources • Integration with other platforms: hydraulic models/geographic information system • User-friendly graphic and model interface dashboards • Incorporation of potential water conservation savings into demand projections • Bookend forecasting for low, medium, and high ranges • Scenario-based forecasting • What-ifs and sensitivity analysis Figure 3-7 provides a general overview of the work flow used to develop the demand forecast. Figure 3-7: Demand Forecasting Process The Demand Forecast Model has the ability to evaluate the following key components. • Identify Historical Water Usage Trends. The model uses historical water billing data to analyze past usage patterns for CMWD’s customers. These usage trends can be analyzed for CMWD as a whole (to study the entire distribution system’s annual water usage, Potable Water Master Plan Carlsbad Municipal Water District 3-16 | June 17, 2019 non- revenue water, etc.) or disaggregated by land use or pressure zones. The model also gives the user the ability to select a particular year or multiple years to analyze water usage based on these criteria. • Apply Demand Tool Variables. Various user-defined variables can be applied to develop the future water demand projections for CMWD. These include SANDAG growth, water conservation, weather, baseline year demand variability, and growth rate adjustment. • Develop Demand Projections. This module is used for developing future water demand projections for CMWD. Following analysis of the historical demand trends for CMWD and application of user selected variables to be incorporated, future demand projections are evaluated. The future projections are based on a bracketed approach and provide curves for high, medium, and low scenarios, as selected by the user. This bookend approach helps to compare various what-if scenarios to help plan for uncertainties in the future. The dashboard for the analysis modules is shown on Figure 3-8. Figure 3-8: Demand Forecasting Model Analysis Modules 3.2.1.1 Demand Forecast Datasets The following datasets serve as the building blocks for the demand forecast model: City’s Growth Data To accurately capture the population growth of the study area, SANDAG Series information was collected, including population, housing, and employment estimates, spatially allocated by CMWD’s water system pressure zones. This spatial allocation by pressure zone allows for further disaggregation in the water hydraulic model to accurately simulate future demands in the Carlsbad system. June 17, 2019 | 3-17 CMWD’s Customer Billing Data Customer accounts were geocoded to the geographic information system parcel data to provide a spatial location for each of the accounts. These accounts were further classified based on CMWD’s pressure zones to develop water demand projections on a pressure zone level. Existing water demands by pressure zone for the baseline year were shown in Table 3-3. Figure 3-9 illustrates the Demand Forecasting Model’s ability to disaggregate historical water use data by pressure zone. Figure 3-9: Demand Forecasting Model – Historical Water Use by Pressure Zone June 17, 2019 | 3-19 3.2.1.2 Demand Forecast Datasets Demand forecast models vary in complexity according to the number of variables and the extent to which water use information can be disaggregated by sector, location, season, or other factors. Models also vary according to the forecast horizon. The following variables were incorporated into the development of the Demand Forecasting Model so that “what if” scenarios could be assessed, as illustrated on Figure 3-10. Figure 3-10: Demand Forecasting Model – Scenario Selection Dashboards 3.2.1.3 Future Projections Methodology Based on discussions with City/CMWD staff from the planning, financial, and water conservation departments, it was determined that the water demand projections would use the baseline year of calendar year 2014 as the starting point, and the following adjustments would be made to determine a high, median, and low water demand projections: • For SANDAG growth, the baseline demand projection reflects the blended SANDAG and U.S. Census growth projections used in the CMWD’s UWMP. • For the high and low projected scenarios, the growth rate adjustments include a residential growth increase of 5 percent for the high demand projection and a reduction of 15 percent residential growth in the low demand projection. • For weather, an ET percentage increase of 2.9 percent for 2040 was used as a baseline factor for Carlsbad future projections. For water conservation, a factor of 0.5 was used for the high, median, and low scenarios for future forecasts. • For the baseline year demand variability, the median projection curve assumes 2014 as the baseline year and applies an adjustment of zero. For the high projection curve, a demand variability of 15 percent has been applied. For the low projection curve, the baseline demand variability of -5 percent has been applied. Potable Water Master Plan Carlsbad Municipal Water District 3-20 | June 17, 2019 3.2.2 Projected Water Demands Demand projection curves for Carlsbad, based on the variable values described in the section above, are shown on Figure 3-11. The median forecast aligns with CMWD’s UWMP (CMWD 2015a) forecast, resulting in a projected potable demand of 20,700 AFY in 2040, compared to just under 20,000 for the UWMP. The projected high demand reaches 25,000 AFY in 2040 with a steeper growth curve. The projected low demand is essentially a flat growth curve, reaching only 17,000 AFY in 2040. Figure 3-11: Future Demand Forecast The median water demand forecast of 20,700 AFY or 18.5 mgd at build out will be used as the basis for the Master Plan and future capacity analysis of the water distribution system and supply system. This projection is lower than the forecast used in the 2012 Water Master Plan (CMWD 2012), but in-line with the projections used in the 2015 UWMP as shown in Table 3-9. Table 3-9: Comparison of UWMP and 2012 and 2019 Potable Water Master Plans (AFY) Document (Existing) Baseline 2020 2030 2035 2040 2050 2012 MP 21,400 21,600 — 23,300 — 24,000 2015 UWMP 14,029 18,007 19,465 19,744 19,768 — 2019 MP 16,900 18,000 20,000 20,500 20,700 — June 17, 2019 | 3-21 3.2.2.1 Future Water Demands by Pressure Zone The future 2040 water demand was determined for each pressure zone utilizing the SANDAG data and the City’s local facilities management zone data, and it was spatially allocated to the hydraulic water system model. The future demand per zone are used to estimate any new water supply and storage requirements in the water distribution system. The total increase in future demand is approximately 3.5 mgd or about 20 percent from 2014 to 2040 using the median forecast and baseline year demand to meet an estimated increase in population of close to 10,000 and planned commercial/industrial development. Table 3-10 summarizes the demand increase by each pressure zone due to the projected growth. Table 3-10: 2040 Future Average Water Demands per Pressure Zone Pressure Zone 2040 Average Daily Water Demand Percent Increase (%) Million Gallons per Day 198 2% 0.08 241 0% 1.54 255 7% 1.80 318 26% 3.63 330 2% 1.27 349 31% 0.39 375 9% 2.52 430 16% 0.32 446 0% 1.64 490 14% 0.26 510 69% 1.21 550 4% 2.02 580 10% 0.56 680 8% 0.46 700 14% 0.79 Total — 18.5 3.3 Water Supply Evaluation Water supply reliability and affordability are critical to providing water to the CMWD customers. This Water Master Plan update addresses recent drought conditions affecting local and imported water supplies and describes the improvements to local water supply facilities that benefit CMWD. This section documents the current existing supply capacity and potential shortage events and consequences, as well as potential mitigation measures to offset future deficiencies. This section expands on the existing water supply setting, overviewed in Section 2.1 and includes a review of the imported water supply picture. Potable Water Master Plan Carlsbad Municipal Water District 3-22 | June 17, 2019 3.3.1 Current Setting CMWD adopted a Level 2 drought alert in September 2014 due to a statewide drought. Level 2 includes restrictions such as: • Level 1 restriction against water wasting • Limit residential and commercial landscape irrigation to assigned days of the week • Limit turf irrigation to 10 minutes per station for each assigned day of the week • Stop operation of ornamental fountains or decorative water features unless they utilize recycled water Between 2016 and 2017, Northern California set a new rainfall record with more than 200 percent of normal as recorded at the eight-station index. As a result, the California State Water Project (SWP) allocation to its contractors was set at 85 percent. This has allowed CMWD and other San Diego and Southern California water agencies to rescind their Level 2 drought alerts and end the imposition of mandatory water use restrictions for their customers. Those restrictions were necessary to help the region manage water supply shortages that had arisen due to a combination of factors which continue in spite of the strong supply from 2016 to 2017, including: • In Northern California, only 3 of the past 12 years had above normal runoff; in the upper Colorado River Watershed, 2017 was the first year of above-average runoff in the past 6 years, and there have only been 4 years of above-average runoff in the past 18 years. • Federal court rulings that have led to restrictions on SWP pumping operations to protect endangered species in the Sacramento – San Joaquin Delta. While DWR has made excellent progress in planning the California WaterFix, with a second point of diversion and twin 40-foot-diameter tunnels 30 miles long. Furthermore, DWR has also obtained endangered species permits, critical to moving the project forward into preliminary design. While Metropolitan Water District of Southern California (MWD) recently approved its share of the project costs, approximately 26 percent, not all of the state and federal contractors approved the financing plan and in early 2019 the new Governor desires to explore a scaled-down version of the water supply project. 3.3.2 Imported Supplies Currently, CMWD obtains 100 percent of its potable water supply from SDCWA, of which it is one of 24 member agencies. SDCWA obtains most of its water from MWD, via transfer from Imperial Irrigation District (IID), conserved water from the lining of the All-American and Coachella Canals, and desal. By 2035, SDCWA is planning to reduce its MWD supplies through increased IID transfers and the implementation of potable reuse projects by member agencies. MWD obtains its water from Northern California via the California SWP (California Aqueduct) and from the Colorado River via the Colorado River Aqueduct (CRA). Figure 3-12 illustrates the major water facilities in California. June 17, 2019 | 3-23 3.3.2.1 Metropolitan Water District of Southern California MWD was formed in 1928 to develop, store, and provide wholesale distribution of supplemental water in Southern California for domestic and municipal purposes. MWD is a consortium of 26 cities and water agencies, including SDCWA. It obtains supplies from the Colorado River via the CRA, which it owns and operates, and from Northern California via the SWP. MWD’s mission statement is: “To provide Metropolitan’s service area with adequate and reliable supplies of high-quality water to meet present and future needs in an environmentally and economically responsible way.” MWD’s plans for providing supply reliability to its member agencies are summarized in its Integrated Water Resources Plan (MWD 2015) and its UWMP (MWD 2016). MWD’s supply reliability goal, as embodied in both these plans, is for Southern California to have as reliable a water system for tomorrow as the region has enjoyed for decades, regardless of the challenges that emerge along the way. MWD plans to meet this goal through an adaptive management strategy that is the cornerstone of the 2015 Integrated Water Resources Plan process. MWD’s 2015 UWMP concludes that it has supply capabilities that would be sufficient to meet expected demands from 2020 through 2040 under single dry-year and multiple dry-year hydrologic conditions, as well as average year hydrologic conditions. MWD also has comprehensive plans for stages of actions it would undertake to address up to a 50 percent reduction in its water supplies and a catastrophic interruption in water supplies through its water surplus and drought management and water supply allocation plans. The Integrated Water Resources Plan and UWMP include a planning buffer to mitigate against planning uncertainties, such as the risk that planned local supply projects may not all be implemented as forecast, or that future demands will be higher than forecast. The planning buffer identifies an additional increment of water that could be developed if needed. The planning buffer is intended to ensure that the Southern California region, including SDCWA and its member agencies, will have adequate water supplies to meet future demands. Potable Water Master Plan Carlsbad Municipal Water District 3-24 | June 17, 2019 Figure 3-12: Major Water Conveyance Facilities in California Source: Metropolitan Water District of Southern California (MWD) 2015. http://www.mwdh2o.com/Who%20We%20Are%20%20Fact%20Sheets/6.4.2_Maps_Major_Water_Conveyance.pdf June 17, 2019 | 3-25 MWD’s projected balance of supplies and demands, including programs under development, are summarized in Table 3-11. The data in the table is extracted from MWD’s 2016 UWMP. Table 3-11: Metropolitan Water District of Southern California Supply Capability 1 and Potential Reserve or Replenishment for Average of 1922 to 2012 Hydrologies (in acre feet per year) Forecast Year 2020 2025 2030 2035 2040 Current Programs In-region Storage and Programs 693,000 774,000 852,000 956,000 992,000 California Aqueduct2 1,555,000 1,576,000 1,606,000 1,632,000 1,632,000 Colorado River Aqueduct Total Supply Available3 1,468,000 1,488,000 1,484,000 1,471,000 1,460,000 Aqueduct Capacity Limit4 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 CRA Capability 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 Capability of Current Programs 3,448,000 3,550,000 3,658,000 3,788,000 3,824,000 Demands Total Demands on MWD 1,586,000 1,636,000 1,677,000 1,726,000 1,765,000 IID - SDCWA Transfers and Canal Linings 274,000 282,000 282,000 282,000 282,000 Total MWD Deliveries5 1,860,000 1,918,000 1,959,000 2,008,000 2,047,000 Surplus 1,588,000 1,632,000 1,699,000 1,780,000 1,777,000 Programs Under Development In-region Supplies and Programs 43,000 80,000 118,000 160,000 200,000 California Aqueduct CRA 20,000 20,000 268,000 268,000 268,000 Total Supply Available3 5,000 25,000 25,000 25,000 25,000 Aqueduct Capacity Limit4 0 0 0 0 0 CRA Capability 0 0 0 0 0 Capability of Proposed Programs 63,000 100,000 386,000 428,000 468,000 Potential Surplus 1,651,000 1,732,000 2,085,000 2,208,000 2,245,000 Source: MWD 2016 Notes: 1 Represents supply capability for resource programs under listed year type. 2 California Aqueduct includes Central Valley transfers and storage program supplies conveyed by the aqueduct. 3 CRA includes programs, IID-SDCWA transfer, and exchange and canal linings conveyed by the aqueduct. 4 Maximum CRA deliveries limited to 1.20 million AF including IID-SDCWA transfer and exchange and canal linings. 5 Total demands are adjusted to include IID-SDCWA transfer and exchange and canal linings. These supplies are calculated as local supply but need to be shown for the purposes of CA capacity limit calculations without double counting. CRA=Colorado River Aqueduct; IID=Imperial Irrigation District; MWD=Metropolitan Water District of Southern California; SDCWA=San Diego County Water Authority Potable Water Master Plan Carlsbad Municipal Water District 3-26 | June 17, 2019 3.3.2.2 San Diego County Water Authority SDCWA is one of MWD’s 26 member agencies and is its largest member agency in terms of purchases, having purchased approximately 10 to 15 percent of all the water MWD delivered in fiscal year 2017. SDCWA was formed in 1944 by the California legislature to provide a supplemental supply of water as the San Diego region’s civilian and military populations expanded to meet wartime activity needs. Today, SDCWA has 24 member agencies and estimates it will supply approximately 75 percent of the water needs of its service area in 2020. To reduce its dependency on MWD and diversify its supplies, SDCWA has undertaken several initiatives in recent years, including the following: •IID Transfer: SDCWA signed a Water Conservation and Transfer Agreement with IID in 1998. Through the transfer agreement, SDCWA is purchasing water from IID at volumes that will gradually increase year-to-year, reaching 200,000 AFY in 2021. The water is physically delivered to San Diego via MWD’s Colorado River Aqueduct (CRA). •All-American and Coachella Canal Lining Conserved Water: In 2003, as part of the execution of the Quantification Settlement Agreement on the Colorado River, SDCWA was assigned rights to 77,700 AFY of conserved water from projects to line the All-American and Coachella Canals. These projects are now complete, and SDCWA is receiving this water. As with the IID transfer water, the water is physically delivered to San Diego via MWD’s CRA. •Seawater Desalination: SDCWA signed a 30-year water purchase agreement to purchase all of the water produced by the Carlsbad Claude “Bud” Lewis Carlsbad Desalination Plant (Carlsbad Desalination Project). The plant started operation in December 2015 and has a capacity of 48,000 AFY (43 mgd), with an option for an additional 8,000 AFY. SDCWA has studied a possible project at Camp Pendleton sized between 50 and 150 mgd, however, as of 2019 is no longer planning to include the project as part of its long range plan. •Water Transfer and Banking Programs: In addition to the above, SDCWA has entered into water transfer and water banking arrangements with Central Valley area agricultural agencies and groundwater storage ventures. These projects are designed to make additional water available to the SDCWA during dry-year supply shortages from MWD. SDCWA’s supply planning is most recently documented in its 2015 UWMP issued in June 2016; Table 3-12 summarizes the SDCWA’s verifiable water supplies for future years, as documented in the SDCWA’s Urban Water Master Plan. Additional planned supplies include regional water supply projects being palnned by member agencies. June 17, 2019 | 3-27 Table 3-12. Supply Scenario with Additional Planned Projects for San Diego County Water Authority Service Area – Normal Year Conditions (in acre-feet per year) 2020 2025 2030 2035 2040 SDCWA Supplies IID Water Transfer 190,000 200,000 200,000 200,000 200,000 All-American Canal and Coachella Canal Lining Projects 80,200 80,200 80,200 80,200 80,200 Regional Seawater Desalination 50,000 50,000 50,000 50,000 50,000 Sub-Total 320,200 330,200 330,200 330,200 330,200 SDCWA Additional Planned (Desal) 0 5,600 5,600 61,600 61,600 SDCWA Total 320,200 335,800 335,800 391,800 391,800 Member Agency Supplies Verifiable Total 131,379 136,084 139,108 139,368 140,008 Additional Planned Surface Water 0 0 0 0 0 Water Recycling 2,840 9,926 10,926 10,926 10,926 Seawater Desalination 0 15,100 15,600 16,100 16,800 Potable Reuse 4,470 29,086 46,686 106,099 106,099 Groundwater Recovery 0 0 0 0 0 Groundwater 3,100 3,100 3,600 3,600 3,600 Member Agency Total 141,789 193,296 215,920 276,093 277,433 Total Projected Local Supplies 461,989 529,096 551,720 667,893 669,233 MWD Supplies 125,592 119,028 125,001 26,538 49,540 Total Supplies 587,581 648,124 676,721 694,431 718,773 Total Demands with Water Efficiency Savings 587,581 648,124 676,721 694,431 718,773 Source: SDCWA 2016. Normal water year demands based on 1960 – 2008 hydrology. Notes: IID=Imperial Irrigation District; SDCWA=San Diego County Water Authority As with the MWD supply projections, SDCWA’s goal of providing supply reliability to its member agencies has been challenged by the current drought conditions and pumping restrictions on the SWP. In response to these challenges, SDCWA is continuing to pursue efforts and programs to obtain new water supplies via water transfers and other means and provide financial support to retail agencies for the development of conservation programs and of local water supplies, such as recycled water and brackish groundwater demineralization projects. This strategy recognizes that regional water supply reliability is dependent in part on the collective efforts of SDCWA’s member agencies to identify and implement beneficial local supply projects in its service areas, where feasible. Potable Water Master Plan Carlsbad Municipal Water District 3-28 | June 17, 2019 3.3.2.3 San Diego County Water Authority Delivery System/Emergency Storage Project/ Carry-over Storage SDCWA delivers treated and raw water into San Diego County through five large diameter pipelines, located in two principal corridors known as the First and Second San Diego Aqueducts. The system has evolved over time to serve the growing needs of the service area. The aqueduct pipelines connect to treated and raw water feeds from MWD facilities at Lake Skinner in southern Riverside County. The SDCWA aqueduct system and Emergency Storage Project (ESP) facilities are illustrated on Figure 3-13. Figure 3-13: San Diego County Water Authority Emergency Storage Project Source: https://www.sdcwa.org/sites/default/files/images/projects-facilities-ops/esp/esp-county-map-2.jpg. Recognizing the potential for a large earthquake or other emergency condition to cause a sustained pipelines outage, SDCWA began planning for its ESP in the early 1990s to safeguard against this risk. The major objective of the ESP is to develop an adequate emergency storage and delivery system to provide 75 percent of 2-month peak water demand for all water users in SDCWA’s service area. This is referred to as the “2-month” emergency event and has formed the basis for identification and design of ESP facilities. These facilities include the following: • Olivenhain Reservoir, Pump Station, and Pipeline • Lake Hodges Connection (Olivenhain – Hodges Pumped Storage Project) • San Vicente – Miramar Pipeline June 17, 2019 | 3-29 • San Vicente Pump Station • San Vicente Dam Raise Project During a 2-month emergency event, the ESP facilities will deliver water stored in Olivenhain, Hodges, and San Vicente Reservoirs to the SDCWA aqueduct system for delivery to member agency connections throughout the SDCWA service area. SDCWA completed the construction of the San Vicente Dam Raise Project in 2016, which increased the dam height from 220 to 337 feet and added 157,000 AF of emergency and carry (dry-year) storage. 3.3.2.4 Carlsbad Connections to San Diego County Water Authority Aqueducts As described in Section 2.1.1, CMWD receives water from SDCWA through four existing connections (turnouts to the SDCWA aqueduct system. CMWD has one planned new treated water connection to the desalinated water pipeline which is under design by the SDCWA. Table 3-13 lists the location, capacity, and the average annual delivery to CMWD for each connection and the planned new connection. Certain aspects of CMWD’s aqueduct connections deserve note: • Surplus Capacity/Operational Flexibility: As shown in Table 3-13, CMWD has connection capacity to the SDCWA aqueduct system that significantly exceeds its average annual demands. This surplus capacity provides operational flexibility to accommodate peaking and to allow for one or more of the connections to be off-line. • Connections to Second Aqueduct Only: CMWD’s four connections are supplied by the Second Aqueduct system of pipelines, inclusive of the Tri-Agencies Pipeline, which is fed from the Second Aqueduct. During shutdowns of the Second Aqueduct, CMWD has no ability to receive supply from the First Aqueduct and is instead reliant on its own treated water storage, principally in Maerkle Reservoir, the Carlsbad Desalination Project, and on interconnections with its member agencies. 3.3.2.5 Carlsbad Connections San Diego County Water Authority Desalinated Water Conveyance Facilities Carlsbad Connection Number 5, or Flow Control Facility No. 5, is currently being designed, and construction is expected to be completed in 2021. Its rated capacity is 10.2 cubic feet per second (cfs) (6.6 mgd) and in normal years will deliver 2,500 AFY. This supply is described in Section 3.3.4. Table 3-13: San Diego County Water Authority Connections Connection No. Location Source Rated Capacity1 Projected Ultimate Delivery2 CMWD Supply Zone cfs mgd Average mgd Maximum mgd 2 Alga Road west of Paseo Abrazo 2nd Aqueduct via Vallecitos Water District 15 10 2.8 4.5 700S 3 Shadowridge Drive at Willow Ridge Drive Tri-Agency Pipeline via 2nd Aqueduct 20 13 5.0 8.0 490 Potable Water Master Plan Carlsbad Municipal Water District 3-30 | June 17, 2019 Table 3-13: San Diego County Water Authority Connections Connection No. Location Source Rated Capacity1 Projected Ultimate Delivery2 CMWD Supply Zone cfs mgd Average mgd Maximum mgd 4 Cannon Road west of Wisteria Drive Tri-Agency Pipeline via 2nd Aqueduct 15 10 4.6 7.4 580 5 5950 El Camino Real, CMWD yard off of Orion Street, south of Faraday Avenue Carlsbad Seawater Desalination Project 10.2 Max. 6.6 2.2 3.5 550 6 San Marcos Boulevard at Rancho Santa Fe Road 2nd Aqueduct 30 19.5 5.6 9.0 700N TOTAL 80.2 53 22.3 32.4 — Source: Data provided by CMWD Operations 2017 Notes: 1 For Connection Nos. 3, 4, and 6 the rated capacity is the capacity of the SDCWA flow meter in cfs. For connection No. 2 the rated capacity is the contracted capacity from Vallecitos Water District. 2 Based on existing maximum day delivery rates, scaled up in proportion to the increase in the ADD projected at buildout 3.3.3 Recycled Water Recycled water is supplied to CMWD from three sources: Carlsbad Water Reclamation Facility owned by CMWD, Meadowlark Water Recycling Facility owned by Vallecitos, and Gafner Water Recycling Facility owned by Leucadia. Recycled water is distributed through a separate recycled water distribution system to developed areas within the CMWD service area. Recycled water is currently supplied to over 700 recycled accounts to irrigate golf courses, parks, resorts, median strips, institutional customers, common area landscaping in residential and commercial developments, and other landscaped areas. In 2014, 4,645 AF (4.1 mgd) of recycled water was delivered, which represents approximately 21 per percent of the total water use in CMWD’s service area. This is an increase of approximately 30 percent over the recycled water use in 2010. Recycled water demands are billed from separate account types and are not included in potable water billing summary presented in this master plan. Recycled water deliveries are projected to increase 20 to 30 percent by 2040 and may include customers outside of CMWD limit. Interestingly, CMWD experienced a reduction in recycled water demand as a result of the drought and potable water use restrictions. Recycled water use will increase as the distribution system is expanded into the remaining future development areas and from conversion of existing potable water customers to the recycled water system. In the 2017 Water Master Plan, no reductions were made in the potable water demands to account for future conversions to the recycled water system. This is a conservative assumption and is consistent with the previous CMWD water master plans. A companion 2017 Recycled Water Master Plan has been prepared for CMWD. June 17, 2019 | 3-31 3.3.4 Seawater Desalination Recognizing the importance of securing a sustainable future water supply that is locally controlled, City and CMWD officials took a leadership position with Poseidon Resources Corporation to develop a desalination project in Carlsbad more than 10 years ago. On September 28, 2004, CMWD entered into a Water Purchase Agreement with Poseidon Resources Corporation that would have allowed CMWD to satisfy up to 100 percent of its potable water needs by receiving water from a seawater desalination plant to be constructed on the NRG Power Station property, which is owned by Cabrillo Power I, LLC. When the project encountered financing difficulties, SDCWA agreed to purchase 100 percent of the desalinated water directly from Poseidon Resources Corporation. On April 12, 2016, the CMWD Board of Directors approved an agreement between SDCWA and CMWD to purchase 2,500 afy of desalinated water designated as local supply for CMWD. The Board also authorized an agreement with SDCWA for the planning and design of the direct connection to the desalinated water conveyance facilities. CMWD expects to return to the Board in 2019-2020 to request authorization to proceed with construction of the FCF 5. If authorized, Carlsbad 5 Flow Control Facility and Pressure Reducing Station will provide approximately 2,500 AFY of local desalinated seawater to CMWD through a take or pay agreement. This direct connection improves water supply reliability and adds infrastructure redundancy by providing a delivery system independent of the SDCWA’s Second Aqueduct system. Should a supply disruption occur on the Second Aqueduct system, CMWD would be able to receive desalinated seawater. Through its general purchase of water supplies from SDCWA, CMWD also receives a pro rata share of 1,449 AFY of desalinated seawater. This supply, along with the 2,500 AFY discussed above, is considered a local supply for CMWD. In the event that additional water is produced from the Carlsbad Desalination Plant, beyond SDCWA’s annual commitment of 48,000 AFY, CMWD may purchase an additional volume of desalinated seawater equal to 5.21 percent of the annual production. 3.3.5 Groundwater CMWD does not currently use any local surface water or groundwater supplies, although in the past both types of water sources have been used. Prior to 1957, the Carlsbad Mutual Water Company supplied local surface water from Lake Calavera and groundwater from the Mission Basin of the San Luis Rey River to CMWD. In addition, the Terramar Water Company developed wells to provide local groundwater from the Agua Hedionda Subunit 4.30 of the Carlsbad Hydrologic Unit to a portion of CMWD. In August 1957, the water rights and other assets of the Carlsbad Mutual Water Company and Terramar Water Company were purchased by CMWD. In May 1983, through an agreement, these local surface water and groundwater rights were transferred to CMWD by CMWD. This included rights to Mission Basin of the San Luis Rey River Valley of 200 miner’s inches (approximately 3,650 AFY) of groundwater, prescriptive rights of 5 cfs (up to 2,382 AF) of groundwater, and/or pre-1914 appropriative rights. 3-32 | June 17, 2019 Potable Water Master Plan Carlsbad Municipal Water District The Carlsbad Mutual Water Company held a permit with the State Division of Water Rights for another 1,000 AFY. The original permit was for irrigation purposes and was later changed to recreational and fire protection purposes. Additionally, there were surface water rights for 150 AFY, which were held from Calavera Creek. The Terramar Water Company had rights to 450 AFY of groundwater from the Agua Hedionda Creek Basin. Finally, CMWD obtained a permit for surface water in the amount of 25 AFY from Agua Hedionda Creek as a result of constructing Maerkle Dam in 1962. Table 3-14 identifies the groundwater basins in the CMWD vicinity, according to DWR Bulletin 118 (DWR 2003). The Batiquitos Lagoon Valley Groundwater Basin is the only basin located in CMWD’s service area. The San Luis Rey River Valley Groundwater Basin is located north of CMWD, and the San Marcos Valley Groundwater Basin is located east of CMWD. Of these groundwater basins, the San Luis Rey Basin has been designated as a Medium Priority Basin under California Groundwater Elevation Monitoring, while both Batiquitos Lagoon Valley and San Marcos Valley Groundwater Basins are designated as Very Low Priority. The state requires High and Medium priority basins to be monitored, while Low and Very Low priority basins are not considered basins of concern; as such, of the basins in the vicinity of CMWD’s service area, only monitoring of the San Luis Rey River Groundwater Basin is mandated. This monitoring is being undertaken through a coordinated effort between CMWD, City of Oceanside and the County of San Diego. None of the basins listed in Table 3-14 are adjudicated, nor has DWR identified any of these groundwater basins as being in overdraft. Within the San Luis Rey River Valley Groundwater Basin are several locally-recognized subbasins, which are commonly considered separate hydrological units: Mission, Bonsall, Moosa, Pala, and Pauma (SDCWA 2010). Table 3-14: Carlsbad Municipal Water District Area Groundwater Basins Basin Name DWR Basin Number Basin Priority1 Located within CMWD Service Area Supply Currently Utilized by CMWD (AFY) Groundwater Management Plan Status San Luis Rey Valley (including the Mission Basin) 9-7 Medium No 0 Groundwater sustainability plans under development by California Groundwater Elevation Monitoring entities (Oceanside, County of San Diego) Batiquitos Lagoon Valley 9-22 Very Low Yes 0 None2 San Marcos Valley 9-32 Very Low No 0 None2 Notes: 1 California Sustainable Groundwater Elevation Monitoring designated priority. 2 Basin is not currently used as supply and no groundwater management plan has been developed or adopted by CMWD. Groundwater management plans or groundwater sustainability plans would be adopted prior to the use of these groundwater basins for supply, as required. June 17, 2019 | 3-33 Other potential sources of groundwater could be subsurface flows from local hydrologic areas within the Carlsbad Watershed, including Buena Vista Creek Basin, Agua Hedionda Creek Basin, Encinas Creek Basin, and the Batiquitos Hydrologic Subarea. These resources have low potential yields, poor quality, or no available data to substantiate their long-term use in the public water supply. Generally, these basins do not have geological characteristics or size comparable to Mission Basin of the San Luis Rey River Valley Groundwater Basin. Collectively, these groundwater basins could supply only a small portion of CMWD’s needs. The Agua Hedionda subunit (Calavera Well Field) has a potential available yield of 400 AFY (0.36 mgd). Historical well production records by the City reported the following: •1958 to 1959 = 123 AFY •1959 to 1960 = 128 AFY •1960 to 1961 = 238 AFY •1961 to 1962 = 16 AFY 3.3.5.1 Mission Basin Of the groundwater basins available to CMWD, the Mission Basin of the San Luis Rey River Valley Groundwater Basin has the most potential for a viable water resource. This basin has a large drainage area of 565 square miles, consisting of alluvium and river channel deposits averaging 150 feet deep. The quality is mildly brackish with total dissolved solids concentrations ranging from 1,000 to 1,500 milligrams per liter. For CMWD’s use, the water would need to be treated by a low-pressure membrane, reverse osmosis process to achieve treated water quality in the range of 500 milligrams per liter. The City of Oceanside is currently desalinating brackish groundwater at its Mission Basin Groundwater Purification Facility. In 2005, CMWD completed a study on the cost effectiveness of utilizing the groundwater from the Mission Basin (CMWD 2005). It showed that while the treatment and delivery of groundwater was feasible, it was not cost effective for CMWD at the time of the study. As a result, CMWD’s Board of Directors approved the staff recommendation to discontinue efforts to utilize this groundwater source as an alternate local supply. Since 2005, improvements in technology may have resulted in lower costs for removing total dissolved solids, and these costs may continue to decrease over time. In addition, the cost of imported water has increased significantly since 2005, and this trend is projected to continue over time by MWD and SDCWA. With the increasing cost and decreasing reliability of imported water, the cost effectiveness of using local groundwater has once again become attractive. A groundwater supply from the Mission Basin would require the construction of several wells, a groundwater desalination facility, and a conveyance system. A partnership with City of Oceanside for treatment of brackish groundwater or wheeling the treated groundwater through its distribution system may be an option. However, with the city's potential new direct connection to Carlsbad and Desalinated Water, the cost benefit for another incremental increase in local water supply is high. Therefore, the Mission Basin project is not included in the 2019 Water Master Plan, but could be explored again in future updates. Potable Water Master Plan Carlsbad Municipal Water District 3-34 | June 17, 2019 3.3.5.2 Cannon Well Field The Cannon Well Field, located within the Agua Hedionda Creek Basin subarea of the Carlsbad Watershed, was historically used as a local water source. Pumping ceased after 1962, but in the years leading up to 1962, production ranged from 16 to 238 AFY. This well field has a potential yield of 450 AFY. Historically, additional small private wells for individual residences were also located within this subarea, along with private wells in the Buena Vista Creek Basin. A 1991 study titled Report on the Feasibility for Development of the Cannon Well Field Carlsbad, California was completed for the Agua Hedionda subunit where the Cannon Well Field is located. This study indicated that by a 1950 agreement between then-land owner Ellen Hall and J.D. Cannon, the Terramar Water Company was granted the right to drill for and remove water from the land. In 1964, the original agreement was merged with an agreement with the City and the then-landowner to have the sole right and exclusive right to drill wells on the property and take and remove all water developed on the property and deliver it to such places as the City, in its sole discretion, may determine. CMWD shall be entitled to produce from the property an additional 16.5 AFY; however, there are no recorded groundwater rights. The safe yield was estimated in the 1991 study at 400 AFY (0.36 mgd), and CMWD could begin the process of developing the groundwater. The Rancho Carlsbad Mobile Home Park has one operating well in the vicinity, estimated at 100 AFY, which it uses to supply water for landscaping irrigation and, through a separate agreement, supply water to the adjacent Rancho Carlsbad Golf Course. Ultimately, if there is excessive pumping, there may be adverse effects, such as the elimination of surface flow in Agua Hedionda Creek, reduction in the wetland area downstream of the El Camino Real Bridge, and increased salinity in the transition zone of fresh water to salt water in the Agua Hedionda Lagoon. These issues can be addressed, if the Cannon Well Field is developed by CMWD, through a program of scheduled observations and a monitoring program. For this reason, the Master Plan includes program costs to explore and potentially develop a smaller local water supply in the Cannon Well Field. 3.3.6 Supply Reliability – Carlsbad Water Shortage Events and Consequences An assessment of CMWD’s supply reliability begins with consideration of event types that could result in water supply shortages. Possible shortage events facing CMWD include the following: 1. Drought and other prolonged reductions of imported water supplies: Imported water supply shortages, whether caused by drought or other factors, may result in reduced deliveries to CMWD under the terms of SDCWA’s Water Shortage Contingency Plan (SDCWA 2017). 2. ESP Event: An ESP event is an emergency outage of the San Diego aqueduct pipelines, which could be caused by a major earthquake on the Elsinore Fault. SDCWA’s ESP facilities are designed to provide a minimum 75 percent retail service capability for the estimated 2-month period required for repair of the aqueducts. SDCWA recently completed the San Vicente Dam Raise Project, which added 157,000 AF of emergency and carryover (dry-year) storage. June 17, 2019 | 3-35 3. Treated Water Aqueduct Shutdown of Second Aqueduct: CMWD’s treated water connections to the SDCWA aqueduct system are supplied directly or indirectly by the Second Aqueduct, which is supplied by SDCWA’s Twin Oaks Water Treatment Plant (WTP) and the Carlsbad Desalination Project. The Twin Oaks WTP has a capacity of 100 mgd, and the Carlsbad Desalination Project has a capacity of 43 to 50 mgd. This combined treatment capacity exceeds the demand projections for the Second Aqueduct south of Twin Oaks. CMWD’s connections are located south of the Twin Oaks Diversion Structure and the connection between the Carlsbad Desalinated Water Conveyance Facility connection to Pipeline 3. The Carlsbad Desalination Project utilizes Pipeline 3 from San Marcos to Twin Oaks to convey desalinated seawater north to the Twin Oaks WTP clear well. In this reach between San Marcos and Twin Oaks WTP, there is now just one treated water pipeline, Pipeline 4. If SDCWA needed to perform maintenance on Pipeline 4, CMWD’s Second Aqueduct supply would likely be shut off for up to 10 days. It might be possible for SDCWA to utilize Pipeline 3 during a Pipeline 4 shutdown, if it were coordinated with a shutdown of the Carlsbad Desalination Project. Both the Twin Oaks WTP and the Carlsbad Desalination Project deliver treated water to the clear well for delivery back to Twin Oaks Diversion Structure and, hence, into the treated water aqueduct pipelines south of Diversion Structure. Pipeline 4 north of Twin Oaks can also deliver treated water to the Twin Oaks Diversion Structure. If Pipeline 4 north of the Twin Oaks Diversion Structure is drained for inspection or maintenance, neither plant can deliver back to the Twin Oaks Diversion Structure without flooding Pipeline 4 to the north, and therefore cannot operate during this situation. It may be possible to convey desalinated seawater directly south in Pipeline 3 during the Pipeline 4 shutdown condition, but this is not a defined SDCWA operating plan. Between 2007 and 2008, SDCWA considered installing an isolation valve in Pipeline 4 north of the plant and the VAL 10 connection to allow the treatment plants to operate during a Pipeline 4 shutdown. In late 2008, however, SDCWA decided to delay the isolation valve project while it reconsidered its policies and procedures for in-line valves in the aqueduct system. Currently, the Pipeline 4 Isolation Valve Project is not listed in SDCWA’s capital improvement program. SDCWA’s ongoing Water Master Plan effort is evaluating project options and may include an isolation valve in its recommended capital improvement program list. Should SDCWA proceed with the project, CMWD would have the reliability benefit of being able to receive deliveries of treated water from SDCWA during a Pipeline 4 shutdown to all but its VAL 8 connection, thereby greatly reducing the consequences of a Pipeline 4 (north of Twin Oaks WTP) shutdown event. Because of the important benefit the Pipeline 4 isolation valve would provide, it is recommended CMWD encourage SDCWA to advance the project. 4. Raw Water Aqueduct Shutdown: A planned shutdown of either or both of the raw water pipelines north of the Twin Oaks Diversion Structure has little to no effect because CMWD purchases only treated water. Table 3-15 summarizes the types of water shortage events that could affect CMWD, the assets available to CMWD to address the shortage event, and the consequences of each event to CMWD with existing assets. Potable Water Master Plan Carlsbad Municipal Water District 3-36 | June 17, 2019 3.3.6.1 Supply Reliability Summary The information in Table 3-15 suggests that CMWD is well positioned to respond to and manage interruptions and shortages of imported water supplies. Over the past decade, SDCWA, on behalf of CMWD and the other SDCWA member agencies, has made significant investments in regional supply reliability through the ESP, the Twin Oaks WTP, the Aqueduct Protection Program, the Carlsbad Seawater Desalination Project, the Carry-Over Storage Project, and other projects, which benefit CMWD. CMWD also benefits from its interconnections with its neighboring agencies, especially the Olivenhain Metropolitan Water District (OMWD) with its access to raw water storage and treatment at the Olivenhain Reservoir and WTP, as well as the City of Oceanside with its Weese WTP coupled with access to Second Aqueduct raw water supplies. CMWD also benefits considerably from its treated water storage resources, in particular Maerkle Reservoir. These resources provide CMWD the capability to sustain water deliveries to its customers for 10 days to several weeks, depending on demand conditions and initial reservoir levels. The supply reliability benefits provided by CMWD’s treated water storage are considerable and warrant commensurate investments to maintain the integrity, water quality, operability, and availability of these resources. Table 3-15. Summary of Potential Shortage Events and Consequences Event Frequency Duration Existing Response Assets Consequence 1. Drought (or other prolonged reduction in imported water supplies) Unknown (imported delivery reliability is dependent on state, MWD, and SDCWA actions) 1 year and longer a) State, MWD, and SDCWA response capabilities b) Carlsbad Seawater Desalination Plant c) CMWD drought response ordinance and rate structure d) SDCWA Carry-Over Storage Project Significant (cutbacks to CMWD customers) June 17, 2019 | 3-37 Table 3-15. Summary of Potential Shortage Events and Consequences Event Frequency Duration Existing Response Assets Consequence 2. ESP Event (earthquake-induced or other failure of the San Diego Aqueduct pipelines) Low (on the order of one event per 100 years) 2 months (per ESP design criteria, based on aqueduct repair time estimates) a) SDCWA ESP facilities and Carlsbad Desalination Project b) CMWD Treated Water Storage, including Maerkle Reservoir c) CMWD interties with OMWD, Vallecitos MWD, and the City of Oceanside d) CMWD Water Shortage Contingency Plan Moderate to Significant (no SDCWA deliveries for 5 to 7 days; thereafter deliveries at minimum 75 percent level of service) 3. Treated Water Shutdown of Second Aqueduct (planned event) Biannually (approximately) 10 days (Dec. – March window) a) CMWD Treated Water Storage, including Maerkle Reservoir b) CMWD interties with OMWD, Vallecitos MWD, and the City of Oceanside c) SDCWA raw water pipelines and Twin Oaks WTP1 d) Carlsbad Desalination Project Minor1 to Moderate (possible drawdown of CMWD storage to below preferred levels) Potable Water Master Plan Carlsbad Municipal Water District 3-38 | June 17, 2019 Table 3-15. Summary of Potential Shortage Events and Consequences Event Frequency Duration Existing Response Assets Consequence 4. Treated Water Shutdown of Both Aqueducts (planned event) Rare – Assume one per 5 years 10 days (Dec. – March window) a) CMWD Treated Water Storage, including Maerkle reservoir b) Carlsbad Seawater Desalination Plant c) CMWD interties w/ OMWD, Vallecitos MWD, and the City of Oceanside d) SDCWA raw water pipelines and Twin Oaks WTP1 Minor1 to Moderate (possible drawdown of CMWD storage to below preferred levels) 5. Shutdown of Carlsbad Desalinated Water Conveyance Facilities Low, for desalination plant or conveyance facility maintenance 10 days (Dec. – March window) a) Second Aqueduct System None Notes: 1 The consequence to CMWD of a treated water aqueduct shutdown depends significantly on the ability of the SDCWA’s Twin Oaks WTP to operate during the shutdown. With current facilities, the plant can be operated during a Pipeline 4 shutdown from MWD only if the pipeline north of Twin Oaks is not drained for maintenance or inspection. If Pipeline 4 is drained, the Twin Oaks WTP cannot operate, and the consequence of the shutdown is increased. This consequence would be alleviated if SDCWA implements its previously planned project to install an isolation valve in Pipeline 4 north of the plant. The isolation valve would allow for full plant operations during any type of Pipeline 4 shutdown north of the plant. SDCWA’s ongoing Water Master Plan effort is evaluating project options and may include an isolation valve in its recommended capital improvement program list. CMWD=Carlsbad Municipal Water District; ESP=Emergency Storage Project; MWD=Metropolitan Water District of Southern California; OMWD=Olivenhain Metropolitan Water District; SDCWA=San Diego County Water Authority; WTP=Water Treatment Plant 3.3.7 Future Water Supply The future supply requirements for the City of Carlsbad will be a function of the projected demand in 2040. Figure 3-11 shows an average annual demand of 20,700 AFY or 18.5 mgd. CMWD is required to deliver the maximum day demand (1.6 times the average) to the water system, which was determined to be 33,100 AFY (29.6 mgd). The available water supply from the future SDCWA connections are estimated to be (53 mgd) as summarized in Table 3-15. The projected demand of 32.4 mgd is significantly less than the supply capacity. In summary, the SDCWA Connections provide sufficient rated capacity to meet the build out maximum day demands of CMWD, as the SDCWA connections only need to operate at 60 percent of rated capacity. June 17, 2019 | 4-1 Chapter 4 Regulations and Design Criteria Potable water service is provided by the Carlsbad Municipal Water District (CMWD). The supply and distribution of potable water is subject to federal, state, and local regulations. The primary objective of these regulations is to protect public health. This chapter provides an overview of potable water regulations and responsibilities of the agencies involved in the supply and distribution of potable water. Subsequently, the existing regulations on federal, state, regional, and local level are described. This section includes a discussion on future regulations and potential impacts to CMWD. 4.1 Potable Water Regulations Overview The Federal Drinking Water Quality Standards and State standards Title 22 and Title 17 are the guiding regulations for potable water. Other relevant regulations include • Long Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR) • Disinfection/Disinfection Byproducts (DBP) Rule, Stage 2 • The Consumer Confidence Report Rule • The Total Coliform Rule • Lead and Copper Rule • Arsenic Rule • Chemical Contaminants Rules • Unregulated Contaminants Monitoring Requirements Recent regulatory changes that concern potable water operations are listed below. 4.1.1 Federal • Lead and Copper Rule Revisions are expected with changes based on recommendations from the National Drinking Water Advisory Council and lessons learned from Flint. • Perchlorate: United States (U.S.) Environmental Protection Agency (EPA) to complete peer review of a Biologically Based Dose-Response model for metabolisms of perchlorate by October 18, 2017 with a final rule by the end of 2019. 4.1.2 State of California • The hexavalent chromium standard was removed. • The regulation on 1,2,3-Trichloropropane was approved changing the standard from 0.05 to 0.7 parts per trillion. • The California Model Water Efficient Landscape Ordinance was amended in 2015. Carlsbad amended its ordinance in January 2016. Potable Water Master Plan Carlsbad Municipal Water District 4-2 | June 17, 2019 •Dam Inundation Mapping Standards were adopted in October 2017. Added to Sections 6160 and 6161 of the Water Code, this regulation requires owners of State-regulated dams, except those classified as low hazard, to prepare emergency action plans (EAPs) containing inundation map(s) for emergency preparedness. The EAPs, including the inundation map(s), are to be updated every ten years, but if relevant circumstances change, then the update must be made sooner. If Carlsbad had an existing EAP as of March 1, 2017, California Division of Safety of Dams (DSOD) will review the inundation map contained in that plan. If DSOD determines the inundation map is sufficient, DSOD shall request Cal OES to review the EAP associated with that inundation map. · The California State Water Resources Control Board (SWRCB) adopted drought emergency conservation regulations in July 2014. State of Emergency drought conservation measures have ended, but long-term conservation bills Assembly Bill 1668 and Senate Bill 606 both entitled “Water Management Planning” were adopted in May 2018, mandating the adoption of long-term standards for efficient use of water and performance measures for commercial, industrial and institutional water use before June of 2021. •Senate Bill 998 was adopted in September 2018, requiring public water agencies that supply water to more than 200 service connections, to have a written policy on discontinuation of water service to certain types of residences for nonpayment available in prescribed languages. The agency is required to provide the customer with information on how to restore service. The bill requires an urban and community water system to waive interest charges on delinquent bills for and limits the amount of a reconnection of service fee imposed on, a residential customer who demonstrates, as prescribed, to the urban and community water system household income below 200% of the federal poverty line. 4.1.3 Potable Water Regulations Potable water service is provided by the Carlsbad Municipal Water District (CMWD). CMWD has established a level of service that complies with state and federal potable water regulations in order to ensure that potable water distributed within its service area meets public health and safety standards. In addition, CMWD must meet certain planning and design criteria such that the performance of the distribution system serves the needs of the community. This chapter discusses existing water quality standards and summarizes upcoming regulatory issues that may impact potable water distribution within the service area. Planning and design criteria used to evaluate the potable water distribution system are also documented, including unit demands, peaking factors, pipeline, pressure, and pump station design standards, and “in-zone” and emergency storage requirements. 4.1.3.1 Potable Water Quality Standards Municipal drinking water is regulated by the United States (U.S.) Environmental Protection Agency (EPA) under the Safe Drinking Water Act, originally passed by the U.S. Congress in 1974 and amended and reauthorized in 1986 and 1996. The EPA has established a number of rules codifying the regulations applying to drinking water supplies: •The National Primary Drinking Water Standards, which establish mineral and microbiological quality of water supplies •The National Secondary Drinking Water Standards, which establish certain recommendations for aesthetic water quality June 17, 2019 | 4-3 • The Long Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR), which regulates treatment and disinfection requirements for surface water supplies • The Disinfection/Disinfection Byproducts (DBP) Rule, which establishes requirements for disinfection of water supplies and limits concentrations of certain disinfection byproducts • The Consumer Confidence Report Rule, which requires distribution of water quality information to consumers. • The Total Coliform Rule, which regulates microbiological quality of water supplies • The Arsenic Rule, which in 2001 established a more stringent limit (10 parts per billion) for arsenic than previous regulations • The Lead and Copper Rule, which regulates lead and copper concentrations in drinking water supplies at the tap, and establishes requirements for minimizing the leaching of lead and copper from household plumbing fixtures. • Chemical Contaminant Rules, which regulate the concentrations of specific organic and inorganic chemicals in drinking water supplies • The Unregulated Contaminant Monitoring Requirements, which require monitoring for various unregulated chemicals of emerging concern in drinking water supplies. EPA uses the program to collect data for contaminants suspected to be present in drinking water, but that do not have health-based standards set under the Safe Drinking Water Act. In California, the above federal regulations are administered by the California State Water Resources Control Board (SWRCB), Division of Drinking Water (DDW). Each local branch of the DDW is responsible for enforcing both federal and state regulations. CMWD falls under the jurisdiction of the San Diego Field Office Branch, in Region 9 of the SWRCB. Regulations administered by the DDW are contained in Title 17 and Title 22 of the California Code of Regulations (CCR). Title 17 regulates backflow preventers. Title 22 regulates all other aspects of drinking water supplies and is the primary compilation of regulations applying to water systems. Chapter 16 of Title 22 consists of the California Waterworks Standards, which describe minimum requirements for design and operation of drinking water distribution systems. Table 4-1 provides a summary of select regulations and their implications to CMWD operations. The table provides only a summary of the rules; the actual regulation should be consulted for details. Regarding monitoring requirements, CMWD monitors for disinfection by-products every 3 months at eight locations throughout the distribution system. This section summarizes the process to develop the existing average annual water demand for CMWD. This “baseline” existing demand is used as the key starting point for the future demand forecasts as well. Given the annual variability in water use seen by water purveyors the past few years throughout Southern California, selecting the baseline demand considers appropriate planning level assumptions and recognizes the sustained lowered water use patterns of many customers. Potable Water Master Plan Carlsbad Municipal Water District 4-4 | June 17, 2019 Table 4-1: Regulations and Implications to CMWD Operations Regulation Description LT2ESWTR • The current implementation of the Surface Water Treatment Rule is the LT2ESWTR, promulgated in 2006. This rule modified the methodology for evaluating DBPs. Most of the provisions within the rule pertain to source water evaluations and water treatment plant operations, which do not pertain directly to CMWD. The majority of the requirements of this rule are the responsibilities of CMWD’s water suppliers. • Monitoring and reporting requirements for the LT2ESWTR generally fall under other rules. The most significant impact on the CMWD system is the need to use best management practices within the distribution system to minimize formation of disinfection byproducts and avoid nitrification episodes. DBP Rule, Stage 2 • This rule relates very closely with the LT2ESWTR in that production of DBPs is impacted by treatment and distribution system operating methods. Under this rule, CMWD is a portion of a consecutive system, meaning that CMWD receives treated water from another system. • Consecutive systems have specific requirements under the rule to work together to meet the water quality requirements specified. • One of the primary requirements of this rule is that CMWD perform an Initial Distribution System Evaluation to determine locational average concentrations of DBPs. The System Evaluation should have been completed at this time. Monitoring requirements will depend upon the results of the System Evaluation. • Stage 2 of the DDR implemented the concept of locational running annual average for compliance. Whereas the previous rule had required compliance with DBP concentrations on a system-wide average, the locational running annual average requires that annual average DBP concentrations be compliant at each monitored location, with sampling occurring quarterly. This is a more stringent requirement, especially considering that locations for monitoring must include those locations most likely to experience high DBP concentrations. • The CMWD must monitor eight sites for DBP concentrations on a quarterly basis and report these results to the DDW. The Consumer Confidence Report Rule and Triannual Public Health Goal Report • The Consumer Confidence Report Rule requires annual publication of a report describing water quality information for a distribution system and dissemination of that report to consumers of water from that distribution system. The rule requires that the Consumer Confident Report be issued by July 1 of each year for the preceding calendar year, as well as certification to the California Department of Public Health (CDPH) by October 1 that the report was issued. • SB 1307, added to the California Health and Safety Code in 1997, specifies that water utilities with more than 10,000 service connections prepare a special report if their water quality measurements have exceeded any Public Health Goal (PHG) established by the California Environmental Protection Agency, or in the absence of PHG, the Maximum Contaminant Level Goal (MCLG) established by the U.S. Environmental Protection Agency (USEPA). The report must be completed by July 1 every 3 years, beginning in 1998 and must be followed by a public hearing for the purpose of accepting and responding to public comment on the report. The Total Coliform Rule • In April 2016, the Federal Revised Total Coliform Rule became effective. • The Total Coliform Rule requires monitoring of bacteriological quality of water in the distribution system. Under this rule, CMWD must obtain and analyze 100 samples at regular intervals throughout the month from sites representative of the distribution system. • If a positive result is found, the site must be resampled 3 times within 24 hours. The system is in monthly violation if more than 5 percent of samples and repeat samples in a month are positive for coliform bacteria, and in acute violation if any repeat sample is positive for fecal or e. coli. • Two Levels of Assessment have been added: June 17, 2019 | 4-5 Table 4-1: Regulations and Implications to CMWD Operations Regulation Description • Under the Federal Revised Total Coliform Rule, a water system which exceeds the current Total Coliform maximum contaminant levels (MCL) must also conduct a Level 1 Assessment. The completed assessment must be submitted to the local regulating agency (DDW District Office) within 30 days of the exceedance. The Level 1 Assessment will require water systems to identify a possible cause to the total coliform positive samples and corrective actions taken/needed. Failure to complete the corrective actions will be a violation of the Coliform Treatment Technique in the Federal Revised Total Coliform Rule. • The Federal Revised Total Coliform Rule adds two new conditions to the E.coli MCL for failing to collect all required repeat samples following a E.coli positive routine sample and failing to test for E.coli after a total coliform positive repeat sample. The water system must notify the local regulating agency (DDW District Office) by the end of the business day to schedule a Level 2 assessment. Lead and Copper Rule • This rule requires monitoring of lead and copper concentrations in water taken from cold water taps in homes and businesses at risk of lead and copper corrosion. If lead or copper are found, the public water system must take action to reduce the corrosiveness of the water. • For Community Water Systems serving 10,000 to 100,000 customers, 60 sites must be sampled annually. If after two sampling periods no significant corrosion issues are found (90th percentile level for lead less than 5 µg/L and for copper less than 0.65 milligrams per liter [mg/L]) the number of sites to be sampled may be reduced to 30 and sampling frequency reduced to every 3 years (CMWD is on this schedule). • If lead or copper corrosion is found increased frequency of sampling is required as well as a Corrosion Control Study. A Corrosion Control Treatment plan must be developed and implemented. • Revisions are expected with changes based on recommendations from the National Drinking Water Advisory Council and lessons learned from Flint, Michigan. The primary issues being addressed are as follows: Sample site selection criteria; Lead sampling protocols; Public education for copper; Measures to ensure optimal corrosion control treatment; and Lead service line replacement. • A related review is for the use of lead-free pipes, fittings, fixtures, solder, and flux for drinking water. This rule would require manufacturers to limit lead content to 0.25% and update labeling to provide better clarity for products. Arsenic Rule • The Arsenic Rule requires an initial sample of each water supply. If arsenic concentration is found to be less than 10 µg/L, resampling will be required every three years. If any sample exceeds 10 µg/L, resampling frequency is increased to quarterly until the arsenic concentration remains reliably below µg/L. • Since CMWD imports its water supply, this rule does not apply to CMWD. If CMWD develops a groundwater supply, sampling will need to be done, as noted. Chemical Contaminants Rules • Requires sampling and analysis of surface water supplies to determine concentrations of a number of compounds that have been found to have chronic health effects. Establishes MCL and MCL goals for each compound. Compliance with the MCLs established by the rule is based upon a running annual average of quarterly samples. Unregulated Contaminants Monitoring Requirements • Requires water agencies collect data for synthetic organic, volatile organic, inorganic contaminants, hormones, and viruses suspected to be present in drinking water, but that do not have health-based standards set under the Safe Drinking Water Act. Results of the annual sampling must be reported to the DDW. Perchlorate • Perchlorate has been under review by the EPA since 2011. The EPA expects to complete a peer review of a Biologically Based Dose-Response model for metabolisms of perchlorate by October 18, 2017 with a final rule by the end of 2019. • Any modifications to requirements of this rule are anticipated to be the responsibilities of CMWD’s water suppliers. Potable Water Master Plan Carlsbad Municipal Water District 4-6 | June 17, 2019 Table 4-1: Regulations and Implications to CMWD Operations Regulation Description Hexavalent Chromium •The hexavalent chromium standard was removed effective September 11, 2017 based on a Superior Court of Sacramento Ruling invalidating the maximum contaminant level for drinking water. 1,2,3-Trichloropropane •On July 18, 2017, the regulation on 1,2,3-Trichloropropane was adopted by the SWRCB changing the standard from 0. 05 to 0.7 parts per trillion. Changes to monitoring are for groundwater and not distribution systems. 4.1.4 Potable Water Conservation Standards California’s Model Water Efficient Landscape Ordinance establishes water efficiency standards for new development and retrofitted landscape. All water agencies in the state must adopt, implement, and enforce the Model Water Efficient Landscape Ordinance or a more stringent ordinance. In 2015, Executive Order (EO) B-29-15 tasked California Department of Water Resources with revising the 2010 Model Water Efficient Landscape Ordinance to increase water efficiency standards for new and retrofitted landscapes, by encouraging the use of more efficient irrigation systems, grey water usage, and onsite storm water capture, and by limiting the portion of landscapes that can be covered in turf. The EO required that agencies report on their implementation and enforcement of local ordinances by December 31, 2015. Carlsbad adopted an updated landscape ordinance in January 2016. The current ordinance is available on the City’s website: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24086. State-mandated conservation measures continue to evolve. The SWRCB first adopted drought emergency conservation regulations in July 2014. Included in these regulations were prohibitions against certain wasteful water use practices. The SWRCB expanded, updated, extended, and readopted the emergency regulations several times, most recently in February 2017. Governor Brown ended the drought State of Emergency in April 2017. In response, the SWRCB partially repealed the February drought emergency conservation regulations, maintaining urban water supplier reporting requirements and the prohibitions on wasteful water use practices. These reporting requirements remained in place until November 2017. On May 9, 2016, Governor Brown issued EO B-37-16 to Make Conservation a California Way of Life. EO B-37-16 sets forth actions designed to ensure water is used more wisely, eliminate water waste, strengthen local drought resilience, and improve agricultural water use efficiency and drought planning. To eliminate water waste, it directs the Board to permanently prohibit practices that waste potable water, such as: •Hosing off sidewalks, driveways and other hardscapes; •Washing automobiles with hoses not equipped with a shut-off nozzle; •Using non-recirculated water in a fountain of other decorative water feature; •Watering lawns in a manner that causes runoff, or within 48 hours after measurable precipitation; and •Irrigating ornamental turf on public street medians. As directed by EO B-40-17, the SWRCB is developing regulations to prohibit wasteful water use practices. This rulemaking is part of the broader framework to make conservation a California Way of Life, a pillar of the California Water Action Plan. On May 31, 2018, Governor Brown signed two June 17, 2019 | 4-7 bills which build on the ongoing efforts to “make water conservation a California way of life.” SB 606 and AB 1668 emphasize efficiency and stretching existing water supplies in our cities and on farms. Specifically, the bills call for creation of new urban efficiency standards for indoor use, outdoor use, and water lost to leaks, as well as any appropriate variances for unique local conditions. The SWRCB will adopt these standards by regulation no later than June 30, 2022, after full and robust public and stakeholder processes. Each urban retail water agency will annually, beginning November 2023, calculate its own objective, based on the water needed in its service area for efficient indoor residential water use, outdoor residential water use, commercial, industrial and institutional (CII) irrigation with dedicated meters, and reasonable amounts of system water loss, along with consideration of other unique local uses (i.e., variances) and “bonus incentive,” or credit, for potable water reuse, using the standards adopted by the SWRCB. The proposed regulations would establish in CCR, Title 23, Division 3, a new chapter 3.5 on Conservation and the Prevention of Waste and Unreasonable Use; and within chapter 3.5, a new article 2 pertaining to Wasteful and Unreasonable Uses. The proposed regulation would make permanent, with some minor modifications and clarifications, the prohibitions adopted by the SWRCB during the drought emergency, specifically those identified in CCR, Title 23, Section 864 that expired in November 2017. 4.1.5 Impending Regulatory Issues All rules are reviewed and updated at the federal level every six to 10 years, which may produce impacts to CMWD operations. The EPA continually evaluates contaminants on its Contaminant Candidate List and may issue additional regulations on these contaminants at any time. The EPA’s consideration of the Lead and Copper Rule could affect CMWD as a distributor of potable water regarding sampling, maintenance to limit corrosion, and potentially line replacement. Other contaminants of concern are endocrine disruptors and Pharmaceuticals and Personal Care Products. Research regarding potential human impacts of these materials is ongoing. Section 2013 of America’s Water Infrastructure Act of 2018 requires drinking water utilities to conduct and certify Risk and Resiliency Assessments, revise Emergency Response Plans (ERPs) and update these documents every five years. The USEPA intends for utilities to identify and manage terror-related and natural hazard risks, and the ERPs will provide strategies to enhance response and recovery following an event. The certifications’ due dates depend on utility size, with the first deadline on March 31, 2020 for utilities serving a population of 100,000 or more. Emergency response plans are due six months after completion of the risk assessment. Utilities that do not meet certification letter deadlines could incur fines up to $25,000 per day. Guidance for the development of these risk assessment and emergency response plans are included in the link below: https://www.epa.gov/sites/production/files/2019-04/documents/awia_factsheet_04-16-2019_v2- 508.pdf 4.1.6 Recommendations CMWD should continue to monitor updates to the Lead and Copper Rule. Changes to this rule will affect future sampling and monitoring for CMWD. Potable Water Master Plan Carlsbad Municipal Water District 4-8 | June 17, 2019 Although the Total Revised Coliform Rule is now in effect, CMWD should closely monitor samples in affected areas to determine if additional assessments are required. Since 2016, the Level 1 and Level 2 assessments for non-compliance would require additional sampling efforts by CMWD. CMWD should follow the development of state mandated water conservation measures and advocate for credit in achieving potable water use reductions through its recycled water program. 4.2 Design Criteria As part of the planning process, design criteria from the previous master plan was reviewed with engineering and operations staff to re-confirm the design criteria or update specific criteria based on system operations the past five years. 4.2.1 Potable Water Criteria Table 4-2 lists the design criteria for the 2019 Master Plan. Unit demands were revised based on current water demand information, as discussed in Section 3.1. Table 4-2: Water Master Plan Design Criteria Item Criteria Unit Demands Single Family Residential 450 gpd/DU Multi-Family Residential 185 gpd/DU Non-Residential 1,500 gpd/acre Peaking Factors Minimum Day/Average Day Ratio 0.5 Maximum Day/Average Day Ratio 1.6 Maximum Month/Average Day Ratio 1.4 Peak Hour/Average Day Ratio 2.9 Piping/Pipelines Maximum Velocity - Peak Hour 8 fps Maximum Velocity - Max Day + Fire 15 fps Maximum Headloss - desired at peak flow 5 ft/1,000 ft Maximum Headloss - allowable at peak flow 10 ft/1,000 ft Maximum length of dead-end pipe 150 ft Maximum No. of hydrants on a dead-end pipe 1 Maximum No. of services off a dead-end pipe 18 Pressure Maximum Static - Desired 125 psi Maximum Static - Allowed 150 psi Minimum Static 60 psi Minimum Residual (Peak Hour) 40 psi Minimum Residual (Max Day + Fire) 20 psi Maximum desired pressure drop from static 25 psi June 17, 2019 | 4-9 Table 4-2: Water Master Plan Design Criteria Item Criteria Typical Fire Flows Single Family Residential 1,500 gpm for 2 hours Multi-Family Residential 3,000 gpm for 2 hours Non-Residential 4,000 gpm for 4 hours Storage Operating Storage 15% MDD Fire Storage Maximum fire flow x duration Emergency Reserve Storage (in-zone) 100% MDD Emergency Storage (Planned SDCWA shutdown) 10 x ADD Water Pressure Regulating Stations — Minimum Number of Valves 2 Capacity Low = Average High = MDD + Fire Flow Redundancy Required Yes (by zone) Other Pressure Relief Valve required at a minimum of one station per zone. Pump Station — Pumping Period 24 hours Pumping Capacity MDD for all zones served Minimum Number of Pumps 3 (2 duty + 1 standby) Redundancy 1 unit equal to largest duty pump Standby Power Generator Notes: fps=feet per second Maximum velocity criteria are industry standard for new construction but may be exceeded under existing performance conditions if replacement costs are excessive and not critical to level of service. The fire flow velocity requirement of 10 fps in the 2012 Master Plan was determined to be conservative. It was increased to 15 fps to avoid oversizing small water mains creating water quality issues in the distribution system. Fire flow requirements for areas within Carlsbad that are designated as High and Very High Fire Hazard Severity Zones, shown on Figure 4-1, were reviewed, which in some cases may require higher fire flows. Potable Water Master Plan Carlsbad Municipal Water District 4-10 | June 17, 2019 Figure 4-1: Severity Fire Zones (CAL FIRE) June 17, 2019 | 4-11 This page is intentionally blank. June 17, 2019 | 5-1 Chapter 5 Hydraulic Model Development This section describes the hydraulic model development and update for the 2019 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 and demand loading to represent the following systems: •Existing System Hydraulic Model – Updated to represent the 2016 distribution system based on available information and meter data •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 InfoWater by Innovyze. The version of the software used was InfoWater Suite 12.4. This section discusses some important aspects of the modeling software. A detailed hydraulic model is a valuable tool used to analyze the complex operation of a water distribution system. The steps of model formulation include: •inputting or obtaining the system’s physical data in GIS format •translating the physical data into a network of nodes and links •determining “boundary” conditions •inputting accurate water demands •calibrating the model to simulate actual field conditions The physical data includes the geographic network of pipes, nodes, tanks, pump stations, valves, and supply sources that represent the CMWD recycled water system. The connectivity of the pipes and nodes in GIS is required such that the physical data in the model can be hydraulically linked. To perform the hydraulic analyses, the model software requires that certain information be entered into the database. Pipe information includes the pipe diameter, length, pipe material and associated roughness coefficient. The function of the roughness coefficient, which is known as the Hazen Williams “C” factor, is to estimate friction losses (pressure drop) in the pipelines. The “C” factor is assigned based on diameter, material, and age of the pipe, and values range from 70 to 140. Node information includes the node elevation and water demand (or supply) at that point in the system. Initial hydraulic “boundary” conditions are also required to be entered into the model database, particularly for tanks (starting water level) and valve settings (pressure control, open/closed). CMWD water supply sources are modeled as constant supplies into the water system. Understanding and properly simulating these boundary conditions are critical to the successful calibration of the model. Determining accurate water demands is another critical component to developing a reliable hydraulic model. Metered demands, water supplies, and changes in tank volumes are reviewed over a given period to determine actual daily demand patterns, while annual consumption by metered account provides a spatial distribution of demand and average system usage. Potable Water Master Plan Carlsbad Municipal Water District 5-2 | June 17, 2019 5.2 Existing System Model Development As part of the 2003 Water Master Plan, an H2ONET hydraulic model was developed to evaluate the potable water system and was based on the City’s GIS database. The 2012 Water Master Plan effort updated the hydraulic model to H2OMAP® Water and incorporated new development areas and pipelines that were constructed after the last Master Plan. This Water Master Plan converted the H2OMAP Water hydraulic model to InfoWater and updated existing facilities based on CMWD’s available GIS databases for pipes. Demands were updated based on historical billing records for the calendar year 2014. Demands from customer meters were allocated to the existing junction within the hydraulic model nearest the location of the meter in CMWD’s GIS layer of meters. 5.2.1 Model Facilities The water model was updated to include any remaining facilities that had been constructed since the 2012 Water Master Plan and not already added by CMWD. These new facilities were reviewed and updated by importing facilities from the CMWD geodatabase using the Import Manager tool, along with any relevant information contained within the CMWD GIS database. Operational settings for storage tanks, pump stations, and PRVs were verified to be accurately represented within the model; any updated settings received from CMWD were incorporated into the new InfoWater model database. The existing model contains approximately 4,200 pipe segments, representing almost 90 percent of the 450 miles of potable water pipe within the CMWD service area (small diameter pipes are not modeled as part of the existing water system). 5.2.2 Modeled Demands Demands were distributed throughout the model by assigning usage for each active metered connection to a model node using the Demand Allocator extension in InfoWater. Approximately 27,500 meters were spatially allocated to existing nodes in the water model. 5.2.3 Model Calibration The model was calibrated during the 2012 Master Plan Update; as such, this Master Plan Update did not create a new calibration plan and assumed the model represents the operational parameters of the potable water system. 5.3 Future Demand Projections The current and ultimate land use projections for the CMWD service area according to SANDAG were also considered in determining the future demands for the area. The SANDAG projections show a continued population growth in the area through buildout. These projections were utilized in the Demand Forecast Model discussed in Chapter 3 to prepare future demand projection through 2040. Demands were allocated in the hydraulic model through an overlay with the system pressure zone boundaries and SANDAG land use. Within each pressure zone, future demands were distributed to demand nodes within the hydraulic model network. June 17, 2019 | 5-3 5.4 Buildout Model Development The 2040 model of the CMWD potable water system was developed from the calibrated existing model and system demands. To simulate buildout conditions, future water demands, described above, were incorporated into the model as follows: • Future demands were assigned to existing model nodes based on the land use and growth data for infill development. • Identified development project demands were assigned to existing nodes in the model where possible, or to new nodes added to the model. • The 2040 model includes an additional 3.5 MGD of future demand, roughly a 20 percent increase over the existing ADD. Facilities currently in various levels of design and construction, and necessary backbone facilities to serve the projected demands were also added to complete the connectivity of the buildout model. The buildout scenario was also analyzed to determine if additional improvements are necessary in order to deliver desalinated water into the CMWD system under future conditions. Chapter 6 includes the complete future system analysis. Potable Water Master Plan Carlsbad Municipal Water District 5-4 | June 17, 2019 This page is intentionally blank. June 17, 2019 | 6-1 Chapter 6 System Evaluation This section discusses the evaluation of the modeled systems discussed in Section 5, which includes capacity analysis of the existing and the future 2040 water distribution system. System evaluations were based on hydraulic capacity analyses conducted by running the models under peak hour demand conditions and selected maximum day plus fire conditions and comparing model results with the evaluation criteria discussed in Section 4.2. Pump station and storage capacity analyses are included in this section for both the existing and 2040 systems. 6.1 Existing System Capacity Analysis The existing system capacity analysis is based on an existing demand of 15.0 MGD (10,400 gpm) presented in Section 3.1 and a maximum day demand (MDD) of 25.0 MGD, based on a system-wide peaking factor of 1.6 times average. The maximum daily demand is the basis for evaluating pumping and storage capacities for the distribution system, as well as the required minimum water supply from the SDCWA connections (see Table 2-1). The remaining section presents the capacity analysis for the existing water distribution system. 6.1.1 Capacity Model Analysis Capacity assessment for the existing system was performed under an extended period simulation utilizing demand patterns which were reviewed as part of this master plan update and were previously calibrated as part of the 2012 Master Plan model simulations. The capacity analysis was based on the evaluation criteria discussed in Section 4.2. A peak hour time step during an extended period simulation was selected to review minimum pressures, system headlosses, and pipelines velocities. Extended period simulations during maximum day demands also allowed for a review of tank operations and SDCWA supplies. Select fire flow simulations were also performed to supplement the 2012 Water Master Plan in depth analysis of system-wide fire flows. A summary of model findings and observations include: • The CMWD water system under peak hour demands experiences very few hydraulic issues due to the multiple supplies into pressure zones and system-wide looping. On average pressures drop about 5-15 psi from static pressure across pressures zones, which is a strong indicator of a robust system. • Under peak hour conditions pipeline velocities are well under the evaluation criteria of a maximum desirable of 8 fps. The highest velocities were a few of the transmission main pipelines supplying the system directly from a reservoir or SDCWA turnout, which is expected under peak hour demand conditions. • Fire Flow Analysis: As part of the 2012 Master Plan, CMWD conducted a series of field hydrant flow tests designed to stress the water system under simulated fire flow demand conditions. Over 25 flow tests were conducted through-out the system, including one in each pressure zone. Those tests confirmed the robustness of the distribution system and with minimal change in water demands and system improvements since last Master Plan, similar conclusions can be drawn for the 2019 Water Master Plan. Therefore, a few select fire flow simulations were conducted at the edges of several pressure zones, including the La Costa Lo Zone (which no longer includes a storage tank) with the updated water model, which confirmed adequate pressures and flows. Potable Water Master Plan Carlsbad Municipal Water District 6-2 | June 17, 2019 • The fire flow deficiencies reported from the 2012 Master Plan, were related to a handful of small diameter pipelines that were likely sized and constructed for a lower fire flow standard at the time. These fire flow upgrades are considered a low priority (as in several cases the fire flow is only marginally deficient under current criteria) and therefore should be reviewed on a case-by-case basis. Ideally, these pipeline projects may be done as part of a condition assessment replacement and/or street resurfacing projects. These fire flow deficient projects form 2012 are recommended to be included in this master plan update. • The La Costa LO tank was removed from the distribution system since the last master plan due to challenges in maintaining adequate water quality. The updated model incorporates this system change and the increased supply through PRVs under peak demand conditions. • Storage tanks continue to be maintained at lower water levels due to reduced demands and managing water quality through-out the system. This has been common practice for San Diego County water purveyors since the drought and water conversation. CMWD has the ability to manage water levels in Maerkle Reservoir for a planned 10-day SDCWA shutdown and normally can increase storage levels well in advanced of the event. CMWD operators continue to be able to meet this planned shutdown event each winter. • As noted in Table 2-1, the existing water supply has sufficient water supply capacity from all SDCWA turn-outs under normal demand conditions through the year. The Peak Hour pressure and velocity plots from the existing model are presented in Figure 6-1 and Figure 6-2, respectively. Pressure and velocity ranges are well within evaluation criteria under peak demands. Appendix A includes analysis results. June 17, 2019 | 6-3 Figure 6-1: Existing Peak Hour Pressures Potable Water Master Plan Carlsbad Municipal Water District 6-4 | June 17, 2019 Figure 6-2: Existing Pipeline Velocities June 17, 2019 | 6-5 6.1.2 Storage Capacity Analysis Table 6-1 presents the tank storage balance calculations for the operational storage component, including fire and emergency storage, required for existing demands in each pressure zone. The storage calculations for supplying primary pressure zones include the secondary pressure zone demands served by pressure reducing stations. The storage analysis shows that a few of the pressure zones have in-zone storage deficiencies due to the requirement for both fire and emergency components. However, CMWD allows existing deficiencies to be mitigated by excess storage in connected higher zone. For example, the storage deficit in the 255 and 241 Zones can be credited to the surplus storage in the 490 Maerkle, 330 Ellery, and 375 D3 Zones. CMWD prefers to manager the storage in this manner because of water quality concerns in the lower zones with excess storage. In fact, since the last Master Plan the City has removed the La Costa Lo Tank from the water system and relies on the excess storage from the La Costa Hi Tank. The remaining pressure zones within CMWD have adequate storage capacity to meet existing demands and storage criteria. Overall, CMWD operates with a 12.15 MG storage surplus in the distribution system based on the evaluation criteria and not including the 195 MG Maerkle Reservoir, which is designed for a planned 10-day SDCWA shutdown during the winter months. In summary, there is sufficient storage to meet operational and short-term emergency demand requirements under existing conditions. Potable Water Master Plan Carlsbad Municipal Water District 6-6 | June 17, 2019 This page is intentionally blank. June 17, 2019 | 6-7 Table 6-1: Existing Storage Capacity Required Storage per Design Criteria HGL Tank ID Capacity by Tank (MG) Zones Serviced Zone ADD (MGD) HGL Zone Total (MGD) Max Avg PF Max Day (MGD) Operational (MG) (0.15 x MDD) Fire (MG) Emergency (MG) (1.6 x ADD) Total Required Storage (MG) Available Storage (MG) Surplus (MG) 700 La Costa Hi Tank 6.0 700 0.05 3.39 1.6 5.42 0.81 0.96 5.42 7.19 6.00 (1.19) 680 0.35 580S 0.00 510 0.30 318 2.68 700 Santa Fe II Tank 9.0 700 0.52 2.55 1.6 4.09 0.61 0.96 4.09 5.66 9.00 3.34 550 1.90 430 0.14 490 Maerkle Tank 10.0 490 0.10 0.35 1.6 0.56 0.08 0.96 0.56 1.60 10.00 8.40 285 0.25 446 TAP Tank 6.0 580N 0.41 2.12 1.6 3.39 0.51 0.96 3.39 4.86 6.00 1.14 446 1.64 349 0.06 375 D-3 Tank 8.5 375 2.23 2.23 1.6 3.57 0.54 0.96 3.57 5.07 8.50 3.43 330 Ellery Tank 5.0 330 1.23 1.23 1.6 1.97 0.30 0.96 1.97 3.23 5.00 1.77 255 Elm Tank 1.5 255 1.62 1.62 1.6 2.59 0.39 0.96 2.59 3.94 1.50 (2.44) 241 Skyline Tank 1.5 1.54 1.54 1.6 2.47 0.37 0.96 2.47 3.80 1.50 (2.30) Total — 47.5 — 15.04 — — — — — — 35.35 — 12.15 Note: Does not include 195 MG Maerkle Reservoir for Emergency Storage Potable Water Master Plan Carlsbad Municipal Water District 6-8 | June 17, 2019 This page is intentionally blank. June 17, 2019 | 6-9 6.1.3 Pump Station Capacity Analysis Because the CMWD water system is gravity supplied from the SDCWA connections, the pump stations in the distribution system are backup facilities that operate only during a disruption in the normal water supply or under other emergency conditions. The Maerkle PS is also used to re- circulate water in the large Maerkle Reservoir to mitigate water quality issues in the lake, in addition to its emergency supply capacities . Similar to the 2012 Master Plan, capacity requirements for the Maerkle PS was assumed based on supplying the ADD of the entire distribution system during a planned aqueduct shutdown. Table 6-2 presents the pump station capacity analysis for the existing system, assuming each station is needed for back-up supply. The recommended capacity for each station is based on the average day demands for the direct pumped zone and the lower zones served.. Table 6-2: Existing Pump Capacity Pump Station Pump Unit Rated Capacity Total Capacity Recommended Capacity Surplus/(Deficit) gpm gpm MGD gpm MGD Supply goal gpm Maerkle 1 4,500 6.48 13,500 19.44 Entire system ADD 10,400 3,100 2 4,500 6.48 3 4,500 6.48 Bressi 1 1,250 1.80 3,750 5.40 700, 680, 580S & 510 318 (Lo Costa) Zone ADD 2,700 1,050 2 1,250 1.80 3 1,250 1.80 2 1,000 1.44 Calavera Hills 1 1,500 2.16 3,000 4.32 580 Zone MDD + 1,500 gpm fire flow 2,000 1,000 2 1,500 2.16 2 1,700 2.448 6.2 2040 Capacity Analysis The 2040 system capacity analysis is based on a forecasted demand of 18.5 MGD (12,900 gpm) presented in Section 3.1 and a maximum day demand of 29.6 MGD, based on a system-wide peaking factor of 1.6 times average. The MDD is again used to assess the 2040 pumping and storage capacities for as well as the required minimum water supply from the SDCWA connections (see Section 3.13). The remaining section summarizes the capacity analysis for the 2040 water distribution system. Potable Water Master Plan Carlsbad Municipal Water District 6-10 | June 17, 2019 6.2.1 Capacity Model Analysis Capacity assessment for the 2040 system was again performed under peak hour demands to review minimum pressures, system headlosses, and pipelines velocities with the increased demand and new pipeline segments added to the system. A summary of findings and observations include: • The MMD demand under the 2040 scenario is projected to increase only by 4.1 MGD or about 2,800 gpm. This demand was simulated with the 2040 hydraulic model under an extended period simulation. • Planned CIP projects including the proposed Maerkle Pipeline and planned pipelines within future development were included in the 2040 model. • Under peak hour conditions pipeline pressures and velocities continue remain well under the evaluation criteria and are note in Figure 6-3 and Figure 6-4, respectively. • As noted in Table 3-13, the 2040 water supply has sufficient water supply capacity from all SDCWA turn-outs under normal demand conditions through the year. June 17, 2019 | 6-11 Figure 6-3: 2040 Peak Hour Pressures Potable Water Master Plan Carlsbad Municipal Water District 6-12 | June 17, 2019 Figure 6-4: 2040 Pipeline Velocities June 17, 2019 | 6-13 6.2.2 2040 Storage Capacity Analysis Table 6-3 presents the tank storage balance calculations for the operational storage component, including fire and emergency storage, required for the 2040 demands in each pressure zone. The storage calculations for supplying primary pressure zones include the secondary pressure zone demands served by pressure reducing stations. As with the existing system storage calculations, the analysis shows that a few of the pressure zones have in-zone storage deficiencies due to the requirement for both fire and emergency components. Overall CMWD in 2040 is projected to have a 5.49 MG storage surplus in the distribution system based on the evaluation criteria and not including the 195 MG Maerkle Reservoir. In summary, there is sufficient storage to meet operational and short-term emergency demand requirements under projected 2040 conditions. Potable Water Master Plan Carlsbad Municipal Water District 6-14 | June 17, 2019 This page is intentionally blank. June 17, 2019 | 6-15 Table 6-3: 2040 Storage Capacity Required Storage per Design Criteria HGL Tank ID Capacity by Tank (MG) Zones Serviced Zone ADD (MGD) HGL Zone Total (MGD) Max Avg PF Max Day (MGD) Operational (MG) (0.15. x MDD) Fire (MG) Emergency (MG) (1.6 x MDD) Total Required Storage (MG) Available Storage (MG) Surplus (MG) 700 La Costa Hi Tank 6.0 700 0.07 5.38 1.6 8.61 1.29 0.96 8.61 10.86 6.00 (4.86) 680 0.46 580S 0.01 510 1.21 318 3.63 700 Santa Fe II Tank 9.0 700 0.72 3.06 1.6 4.89 0.73 0.96 4.89 6.58 9.00 2.42 550 2.02 430 0.32 490 Maerkle Tank 10.0 490 0.26 0.51 1.6 0.82 0.12 0.96 0.82 1.90 10.00 8.10 285 0.25 446 TAP Tank 6.0 580N 0.55 2.58 1.6 4.14 0.62 0.96 4.14 5.72 6.00 0.28 446 1.64 349 0.39 375 D-3 Tank 8.5 375 2.52 2.52 1.6 4.03 0.60 0.96 4.03 5.60 8.50 2.90 330 Ellery Tank 5.0 330 1.27 1.27 1.6 2.03 0.30 0.96 2.03 3.30 5.00 1.70 255 Elm Tank 1.5 255 1.80 1.80 1.6 2.88 0.43 0.96 2.88 4.27 1.50 (2.77) 241 Skyline Tank 1.5 1.54 1.54 1.6 2.46 0.37 0.96 2.46 3.79 1.50 (2.29) Total — 47.5 — 18.66 — — — — — — 42.02 — 5.49 Notes: Does not include 195 MG Maerkle Reservoir for Emergency Storage Potable Water Master Plan Carlsbad Municipal Water District 6-16 | June 17, 2019 This page is intentionally blank. June 17, 2019 | 6-17 6.2.3 2040 Pump Station Capacity Analysis Table 6-4 presents the pump station capacity analysis for the 2040 system, assuming each station is needed for back-up supply. The recommended capacity for each station is based on the average day demands for the direct pumped zone and all zones supplied from that zone. Table 6-4: 2040 Pump Station Capacity Pump Station Pump Unit Rated Capacity Total Capacity Recommended Capacity – gpm Surplus/(Deficit) gpm gpm MGD gpm MGD Maerkle 1 4,500 6.48 13,500 19.44 Entire system ADD 13,000 500 2 4,500 6.48 3 4,500 6.48 Bressi 1 1,250 1.80 3,750 5.40 700, 680, 580S & 510 318 (Lo Costa) Zone ADD 4,200 (450) 2 1,250 1.80 3 1,250 1.80 Calavera Hills 1 1,500 2.16 3,000 4.32 580 Zone MDD + 1,500 gpm fire flow 2,000 1,000 2 1,500 2.16 Note: La Costa Lo can also be fed from other lower pressure zones, this analysis conservatively assumed at 100 percent form Bressi PS. 6.3 Additional Scenario Analyses The section presents a discussion on additional analyses and future consideration to further improve and enhance system operations. 6.3.1 Maerkle Pipeline Replacement Options The Maerkle Pipeline replacement project continues to be a high priority CIP for the 2019 Master Plan update. In 2013, the City completed a preliminary engineering report to evaluate multiple pipelines alignments, which considered; coordination with planned development, environmental constraints, and schedule. However, the CIP project stalled due to major delays in two major development projects: • Cantarini Ranch (inability to fund the College Boulevard Bridge) • Mandana Development (no progress on entitlements for a residential development plan) The Maerkle Pipeline is a major transmission main that connects the Maerkle Reservoir and tank to the CMWD‘s 490 pressure zone distribution system (near Palmer Way between Impala Drive and Cougar Drive). The existing 27-inch transmission pipeline is a single-seam welded steel pipeline that was built in 1961 and may be reaching the end of its useful life, making it a high risk for failure. Specifically, CMWD Operations staff have in the past expressed concern for the Sunny Creek crossings in an environmentally sensitive area near El Camino Real. Potable Water Master Plan Carlsbad Municipal Water District 6-18 | June 17, 2019 Under normal operations, Maerkle Pipeline may meet 20 to 40 percent of the CMWD demand via supply to the lower pressure zones. However, during a planned SDCWA shutdown, this pipeline becomes a critical supply from the 195 MG Maerkle Reservoir to the distribution system, providing over 80 percent of the system demand. Moreover, during a major unplanned system outage, the pipeline may have to provide nearly 100 percent of the supply, with its ability to access the Maerkle Reservoir. The alignment study identified four options: Existing, Northern, Central, and Southern, with all four alignments being contained within the Mandana property. CMWD maintains an existing easement for the 27-inch transmission pipeline through the property, which is currently used for agriculture. The following recommendations are made for the CIP project: • Continue to budget for the full replacement of the pipelines at 36-inch in diameter • Conduct a detailed pipeline condition assessment, especially in the critical reaches near Sunny Creek • Update the alignment study based on projected development schedules and re-assess feasibility of each option • Determine potential short-term pipeline rehabilitation projects to extend its service life • Meet with Mandana Property owners to review specific entitlement development plans and options for CMWD to replace pipeline in existing easement 6.3.2 Interconnections/Reliability Evaluation CMWD continues to maintain multiple interagency connections to provide emergency water supplies, specifically during local outages. In several cases, the City has upgraded connections since last master plan and has improved interagency supply capabilities. This master plan reviewed the connections and re-evaluated future potential interconnections. In particular, the City requested an evaluation of the cost/benefit to construct the planned interconnect along Coast Highway in the southwest portion of the City between CMWD and SDWD. One consideration was to increase available fire flow in this portion of the CMWD system for planned development. In addition, it was envisioned that a two-way connection may allow for equal cost contribution from both water agencies. For that reason, the project was further discussed with SDWD, including any potential benefit to access local SDWD water supply in an emergency. In summary, it was decided to remove this former CIP based on the following: • The CMWD can deliver adequate fire flows in this portion of the City • There is adequate distribution system looping to meet domestic demands in the event of a local pipeline outage • SDWD would only assist in funding a portion of the connection, not the entire pipelines since the pipeline is located within the CMWD service area • There are other interconnections in the CMWD system to access water supply in a major outage, making this connection redundant June 17, 2019 | 6-19 6.3.3 Future Development A major portion of the CMWD water system has been constructed by developers over the past 15 to 20 years, which has allowed critical transmission mains, pressure reducing stations, and system looping to be completed efficiently, with construction of new subdivisions. As the City approaches build-out, only a handful of major subdivisions remain, but they are critical to completing important master plan facilities in the northeastern portion of the City. These include: •Cantarini Ranch •Holly Springs •Mandana Property •Kato Property Much of this planned development relied on the completion of the College Boulevard Bridge crossing to extend major water pipelines, including the future Maerkle Pipeline. However, due to major funding issues with the bridge project, it appears these developments and water infrastructure may be delayed. The 2019 Master Plan assumes service will be provided as studied and approved by CMWD for the respective developments, as this provides the desired level of reliability and service pressures. However, CMWD may consider alternative supply and distribution options, assuming the CMWD evaluation criteria can continue to be met. It is possible that a new higher pressure zone may need to be considered along the eastern areas, depending on the available supply pressure. 6.3.4 Maerkle Reservoir Future Considerations The City’s reliance over the years on imported water has required CMWD to maintain and operate enough water storage to supply the water system in the event of a planned Aqueduct shutdown. In the early 1980’s the SDCWA issued a firm policy to its member agencies to be independent for up to 10 days. At the time many water purveyors assumed this meant provide 10 days of treated water storage. In fact, in the 1980’s and early 1990’s brought the construction of large treated water storage reservoirs in San Diego County adjacent to the SDCWA turn-outs. CMWD fortunately had the storage volume and simply needed to proceed with construction of a floating cover to meet the new treated water storage requirement. At this time, City Planners were implementing a comprehensive growth strategy that tied future growth to various thresholds for traffic, school, parks, and water and wastewater capacity. The adopted Growth Management Plan (GMP) in response to the SDCWA adopted the 10-day storage as 10 average days of water storage must be met to support future growth. Since that time because of the policy the CMWD water master plans have always included a 10-day storage calculation to confirm this growth initiative is met. For the 2019 Water Master Plan the projected 2040 average demand is about 18.66 mgd, resulting a 10-day requirement of 187 MG, which is less than the 195 MG available. Potable Water Master Plan Carlsbad Municipal Water District 6-20 | June 17, 2019 Soon after the construction of large treated storage tanks, it became apparent that purveyors were challenged to maintain water quality with the larger volumes and not able to turn over the tanks regularly. Many agencies reduced the operating volume and operate at an effective volume much lower than the tanks are sized for. The SDCWA issued a clarification on this policy that resulted in most agencies adopting a criterion of 10 winter days (which is about 60 to 70 percent of average) and ability to rely on other agencies for supply during a single Aqueduct shutdown. This has resulted in many local agencies lowering the storage volume criteria. However, because CMWD maintains one single large reservoir, revisions to these criteria would likely result in CMWD maintaining lower volumes in Maerkle Reservoir, which is typically done through the course of the year. It is recommended that CMWD review with the City Planning Department the GMP policy for storage and consider language revisions aligned with current SDCWA guidelines to allow CMWD to operate at a lower storage volume in meeting the “10-day” GMP policy. Currently, CMWD is proceeding to upgrade its floating cover for Maerkle Reservoir which has reached the end of its useful life. If the GMP policy is revised, the next water master plan may explore a new approach to meeting the 10-day requirement including reducing the volume at Maerkle Reservoir and potentially implementing a different type of storage project. 6.4 Recommended System Improvements The recommended water improvements are described in this section and are based on the following: • Storage and Pump Station capacity analysis • Model results of both the existing and 2040 systems to meet hydraulic capacity and evaluation criteria. • Reliability projects to improve system feasibility and operations. • Continuation of Fire Flow Upgrades identified in the 2012 Master Plan, as low priority to be considered on a case by basis and coordinated with other City capacity improvement projects • Review of CMWD current planned CIP Table 6-5 summarizes the recommended improvement projects by segment area and by planning phase. As noted, unit costs include all soft costs and are based on recent bids for Carlsbad pipeline projects. June 17, 2019 | 6-21 Table 6-5: Water Capital Improvement Program Year of Implementation Master Plan ID No. City CIP No. Zone Project Type Description/Location Count Unit Unit Cost ($/Unit) CIP Cost 2019-2020 2021-2025 2026-2040 W1 50011 490 New Pipeline Maerkle reservoir transmission main. 36" PL in easement across HMP Preserve from Maerkle Reservoir to College Blvd for supply/redundancy (alternative alignments to be evaluated). 8,900 LF 1045 $9,300,5001 — $9,301,000 — W2 50131 375 New Pipeline College Boulevard - Cannon Road to Badger Lane (375 zone). 12" PL in future College Blvd from Cannon Rd south to Badger Ln 4,130 LF 265 $1,094,4502 — $1,094,000 — W3 50011 490 New Pipeline College Boulevard - Cannon road to Badger Lane (490 Zone) 16" PL in College Blvd from intersection with Cannon Rd south to 400' north of El Camino Real 4,000 LF 365 $1,460,0002 — $1,460,000 — W4 50081 1080 Water Supply/ Pipeline Replacement Tri-agency water transmission pipeline rehabilitation between CWA #3 & Maerkle Reservoir — LF LS $2,900,000 — — $2,900,000 W5 50081 — Water Supply/ Pipeline Replacement Tri-agency water transmission pipeline rehab between CWA #4 and 580 Zone at College Blvd. — — LS $1,443,000 — — $1,443,000 W6 50381 700 Water Supply Desalinated water flow control facility. CWA #5 connection and 14-inch 16-inch PL for direct delivery of desalinated seawater 1,100 LF 860 $946,000 $946,000 — — W7 N/A 1080/ 490 Energy Hydroelectric generator at Flow Control Facility #5 — — LS $2,250,000 — $250,000 $2,000,000 W8 50361 490 Water Storage Maerkle Reservoir floating cover replacement. Replace floating cover for Maerkle Reservoir LS LF — $10,000,000 $10,000,000 — — W9 50091 490 Water System Maerkle Facility Improvements — — LS $967,086 $483,543 $483,543 — W10 50331 241 New Pipeline Crestview Drive Transmission Main — — LS $240,000 $240,000 — — W11 50451 375 New Pipeline 12" PL in Poinsettia Ln from Skimmer Ct to Cassia Rd for looping & D3 Res supply and PRS ($300,000) 2,700 LF 265 $2,032,000 $1,016,000 $716,000 — W12 N/A 550 New Pipeline Aviara Parkway and Plum Tree waterline. 8" PL in Aviara Pkwy at Plum Tree north to Mariposa St, then east to Sapphire Dr. for redundancy 3,100 LF 355 $1,100,500 — $1,100,500 — W13 50501 700 Water System Motor operated valve installation - 700 pressure zone. Provides Hydraulic control and operational flexibility — — LS $260,000 $130,000 $130,000 — W14 N/A 550 New Pipeline Palomar Airport waterline replacement — — LS $525,000 — $525,000 — Potable Water Master Plan Carlsbad Municipal Water District 6-22 | June 17, 2019 Table 6-5: Water Capital Improvement Program Year of Implementation Master Plan ID No. City CIP No. Zone Project Type Description/Location Count Unit Unit Cost ($/Unit) CIP Cost 2019-2020 2021-2025 2026-2040 W15 50481 330/ 255 New Pipeline Terramar waterline replacement. Transmission pipeline replacement. Designed and constructed with improvements in Carlsbad Blvd. and Cannon Rd. — — LS $1,930,000 — $1,930,000 — W16 N/A 375 Groundwater Supply Rancho Carlsbad well ground water supply facilities — LF LS $1,750,000 — — $1,750,000 F1-F15 N/A All Pipeline Replacement Fire flow upgrades (Appendix B) LS LF — $5,888,780 — $1,950,000 $3,938,780 Total $32,232,366 $12,815,543 $18,940,043 $12,031,780 Notes: 1 May vary based on selected alignment. 2 Prior estimate for Development Agreements. June 17, 2019 | 6-23 Figure 6-5: Recommended Improvement Projects Potable Water Master Plan Carlsbad Municipal Water District 6-24 | June 17, 2019 This page is intentionally blank. June 17, 2019 | A-1 Appendix A. Model Summary (provided as separate .pdf table on CD) Potable Water Master Plan Carlsbad Municipal Water District A-2 | June 17, 2019 This page is intentionally blank. PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 8693 6.93 12.00 120.00 1.00 1.41 0.00 0.00 2027 49.40 8.00 120.00 1.00 0.00 0.00 0.00 5282 32.50 12.00 120.00 1.00 0.00 0.00 0.00 9026 61.61 16.00 120.00 1.00 0.00 0.00 0.00 1137 43.26 24.00 120.00 1.00 3599.88 2.55 0.05 1141 108.29 10.00 120.00 1.00 813.97 3.33 0.53 9257 30.43 12.00 120.00 1.00 976.75 2.77 0.09 1822 2.87 10.00 120.00 1.00 2351.10 9.60 0.10 5402 36.81 10.00 120.00 1.00 0.00 0.00 0.00 236 30.71 12.00 120.00 1.00 0.00 0.00 0.00 7393 28.39 16.00 120.00 1.00 0.00 0.00 0.00 9051 65.17 12.00 120.00 1.00 1.07 0.00 0.00 9006 11.63 8.00 120.00 1.00 0.00 0.00 0.00 5512 21.53 10.00 120.00 1.00 0.00 0.00 0.00 238 23.40 12.00 120.00 1.00 167.37 0.47 0.00 2188 21.18 10.00 120.00 1.00 1.49 0.01 0.00 6528 11.70 16.00 120.00 1.00 1145.04 1.83 0.01 9027 60.99 16.00 120.00 1.00 0.00 0.00 0.00 5283 804.33 14.00 127.00 1.00 4.26 0.01 0.00 7683 35.63 8.00 120.00 1.00 0.00 0.00 0.00 9052 64.58 12.00 120.00 1.00 408.49 1.16 0.04 5513 38.11 10.00 120.00 1.00 0.00 0.00 0.00 4447 250.66 8.00 120.00 1.00 1.47 0.01 0.00 7541 18.01 10.00 120.00 1.00 0.00 0.00 0.00 5403 9.58 16.00 120.00 1.00 0.00 0.00 0.00 9288 51.17 10.00 120.00 1.00 1.47 0.01 0.00 8694 7.88 12.00 120.00 1.00 0.00 0.00 0.00 4753 7.84 8.00 120.00 1.00 0.00 0.00 0.00 7394 9.64 12.00 120.00 1.00 0.00 0.00 0.00 9423 8.60 6.00 120.00 1.00 63.52 0.72 0.00 2028 16.17 8.00 120.00 1.00 0.00 0.00 0.00 280 481.22 8.00 113.00 1.00 41.41 0.26 0.03 215 3436.18 14.00 95.00 0.00 0.00 0.00 0.00 225 47.22 12.00 105.00 1.00 172.23 0.49 0.01 210 1255.77 8.00 105.00 1.00 5.57 0.04 0.00 220 324.18 10.00 105.00 1.00 160.47 0.66 0.10 235 22.23 12.00 115.00 1.00 0.00 0.00 0.00 240 1920.60 10.00 115.00 1.00 167.37 0.68 0.54 306 467.02 8.00 110.00 1.00 12.98 0.08 0.00 250 203.08 10.00 113.00 1.00 138.49 0.57 0.04 255 143.19 10.00 113.00 1.00 135.63 0.55 0.03 260 194.29 10.00 113.00 1.00 105.08 0.43 0.02 265 578.08 10.00 113.00 1.00 107.29 0.44 0.07 270 687.61 8.00 113.00 1.00 51.14 0.33 0.07 275 954.54 8.00 113.00 1.00 45.60 0.29 0.07 285 325.49 10.00 117.00 1.00 117.41 0.48 0.05 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 290 163.79 10.00 117.00 1.00 87.65 0.36 0.01 295 448.37 10.00 117.00 1.00 57.47 0.23 0.02 300 178.77 10.00 110.00 1.00 35.73 0.15 0.00 305 899.05 10.00 110.00 1.00 27.75 0.11 0.01 245 825.22 8.00 113.00 1.00 134.45 0.86 0.47 165 716.38 16.00 110.00 1.00 0.00 0.00 0.00 25 615.31 12.00 110.00 1.00 205.14 0.58 0.11 30 175.91 14.00 110.00 1.00 187.42 0.39 0.01 35 1059.70 12.00 110.00 1.00 97.58 0.28 0.05 40 460.90 12.00 105.00 1.00 206.81 0.59 0.09 45 384.10 12.00 105.00 1.00 139.00 0.39 0.04 50 602.08 8.00 105.00 1.00 7.80 0.05 0.00 205 629.84 8.00 105.00 1.00 39.24 0.25 0.04 975 1360.42 12.00 110.00 0.00 0.00 0.00 0.00 55 177.96 8.00 105.00 1.00 69.76 0.45 0.03 925 4178.32 36.00 120.00 1.00 3599.88 1.13 0.61 930 1076.01 10.00 113.00 1.00 597.93 2.44 3.32 996 195.56 6.00 113.00 1.00 34.84 0.40 0.04 940 534.75 8.00 113.00 1.00 102.56 0.65 0.19 945 500.68 8.00 113.00 1.00 99.16 0.63 0.16 950 315.10 10.00 113.00 1.00 477.57 1.95 0.64 955 783.41 10.00 113.00 1.00 562.85 2.30 2.16 960 605.24 6.00 112.00 1.00 9.67 0.11 0.01 961 457.82 8.00 112.00 1.00 18.75 0.12 0.01 965 1412.37 10.00 112.00 1.00 525.87 2.15 3.49 970 868.81 12.00 110.00 1.00 182.73 0.52 0.13 915 387.49 8.00 117.00 1.00 3.61 0.02 0.00 980 893.99 8.00 111.00 1.00 152.29 0.97 0.67 985 254.31 8.00 111.00 1.00 84.36 0.54 0.06 990 153.10 8.00 113.00 1.00 71.19 0.45 0.03 995 301.97 8.00 113.00 1.00 33.98 0.22 0.01 935 722.61 8.00 113.00 1.00 110.52 0.71 0.29 585 123.22 10.00 116.00 1.00 120.31 0.49 0.02 310 686.04 10.00 95.00 1.00 161.57 0.66 0.26 170 303.03 14.00 105.00 1.00 316.44 0.66 0.06 175 669.58 14.00 105.00 1.00 102.87 0.21 0.02 180 921.92 14.00 105.00 1.00 82.05 0.17 0.02 185 289.92 8.00 105.00 1.00 29.02 0.19 0.01 190 700.73 8.00 105.00 1.00 16.52 0.11 0.01 195 1169.82 8.00 113.00 1.00 9.38 0.06 0.00 200 960.60 8.00 105.00 1.00 15.65 0.10 0.01 545 616.26 8.00 116.00 1.00 3.81 0.02 0.00 495 7.18 16.00 105.00 1.00 2121.98 3.39 0.03 500 5929.06 21.00 105.00 1.00 2641.00 2.45 8.83 505 83.52 16.00 120.00 1.00 787.86 1.26 0.04 575 173.53 8.00 116.00 1.00 32.86 0.21 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 515 503.11 10.00 116.00 1.00 137.00 0.56 0.10 520 318.19 12.00 116.00 1.00 283.58 0.80 0.10 525 155.05 10.00 116.00 1.00 15.91 0.06 0.00 530 325.14 10.00 116.00 1.00 124.12 0.51 0.05 535 163.51 10.00 116.00 1.00 21.15 0.09 0.00 540 206.92 10.00 116.00 1.00 13.41 0.05 0.00 550 495.13 8.00 116.00 1.00 4.65 0.03 0.00 555 159.72 8.00 116.00 1.00 19.14 0.12 0.00 560 327.43 8.00 116.00 1.00 58.10 0.37 0.04 565 697.14 8.00 116.00 1.00 37.04 0.24 0.04 570 278.63 8.00 116.00 1.00 7.56 0.05 0.00 510 881.35 12.00 116.00 1.00 533.23 1.51 0.86 316 270.36 10.00 113.00 1.00 167.54 0.68 0.08 450 324.11 10.00 116.00 1.00 74.37 0.30 0.02 320 463.26 8.00 113.00 1.00 13.87 0.09 0.00 325 353.63 10.00 113.00 1.00 174.43 0.71 0.11 330 944.51 10.00 113.00 1.00 199.11 0.81 0.38 335 1129.83 12.00 105.00 1.00 423.16 1.20 0.86 910 384.13 10.00 116.00 1.00 43.95 0.18 0.01 485 566.54 12.00 116.00 1.00 305.27 0.87 0.20 340 879.66 12.00 105.00 1.00 421.85 1.20 0.67 130 186.00 14.00 113.00 1.00 0.00 0.00 0.00 70 150.00 12.00 105.00 1.00 180.83 0.51 0.02 75 305.59 12.00 105.00 1.00 142.96 0.41 0.03 80 629.76 8.00 105.00 1.00 34.75 0.22 0.03 85 631.83 12.00 113.00 1.00 201.61 0.57 0.11 160 396.34 12.00 110.00 1.00 316.44 0.90 0.16 95 107.95 10.00 113.00 1.00 66.19 0.27 0.01 100 35.71 10.00 113.00 1.00 96.01 0.39 0.00 105 225.34 12.00 113.00 1.00 286.74 0.81 0.07 110 179.32 8.00 113.00 1.00 21.08 0.13 0.00 115 252.26 8.00 113.00 1.00 5.20 0.03 0.00 120 1377.60 8.00 113.00 1.00 2.08 0.01 0.00 125 319.98 12.00 113.00 1.00 309.56 0.88 0.12 65 686.79 8.00 105.00 1.00 38.72 0.25 0.05 135 1286.66 14.00 113.00 1.00 318.16 0.66 0.24 145 191.40 12.00 105.00 1.00 219.56 0.62 0.04 150 166.00 12.00 110.00 1.00 202.34 0.57 0.03 155 336.24 12.00 110.00 1.00 188.82 0.54 0.05 90 847.20 12.00 113.00 1.00 190.72 0.54 0.13 580 169.59 10.00 116.00 1.00 106.65 0.44 0.02 455 603.59 12.00 116.00 1.00 322.10 0.91 0.23 460 411.79 12.00 116.00 1.00 318.40 0.90 0.15 465 295.92 12.00 116.00 1.00 305.27 0.87 0.10 470 467.63 12.00 116.00 1.00 69.93 0.20 0.01 475 347.19 8.00 116.00 1.00 79.84 0.51 0.07 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 480 470.74 12.00 116.00 1.00 236.52 0.67 0.10 60 223.17 8.00 105.00 1.00 35.49 0.23 0.01 2192 13.03 8.00 120.00 0.00 0.00 0.00 0.00 5913 28.87 10.00 100.00 0.00 0.00 0.00 0.00 5357 24.63 8.00 120.00 0.00 0.00 0.00 0.00 4752 11.39 6.00 100.00 0.00 0.00 0.00 0.00 9258 13.11 12.00 120.00 0.00 0.00 0.00 0.00 5358 17.73 48.00 120.00 0.00 0.00 0.00 0.00 5408 24.32 48.00 100.00 0.00 0.00 0.00 0.00 2351 26.00 10.00 115.00 0.00 0.00 0.00 0.00 920 4779.88 14.00 80.00 0.00 0.00 0.00 0.00 491 382.10 16.00 120.00 0.00 0.00 0.00 0.00 490 603.27 16.00 120.00 0.00 0.00 0.00 0.00 345 554.39 8.00 113.00 1.00 218.55 1.39 0.79 835 599.93 8.00 117.00 1.00 6.53 0.04 0.00 776 248.10 8.00 115.00 1.00 1090.25 6.96 6.67 780 317.24 8.00 115.00 1.00 515.87 3.29 2.13 785 719.39 8.00 115.00 1.00 674.57 4.31 7.95 855 1514.47 8.00 95.00 1.00 269.86 1.72 4.32 795 481.83 12.00 115.00 1.00 1604.29 4.55 3.68 800 1078.58 10.00 117.00 1.00 55.76 0.23 0.04 805 9.36 14.00 117.00 1.00 1595.30 3.32 0.03 810 741.82 8.00 117.00 1.00 20.39 0.13 0.01 815 521.61 8.00 117.00 1.00 14.91 0.10 0.00 820 816.88 8.00 117.00 1.00 4.86 0.03 0.00 825 281.89 8.00 117.00 1.00 5.41 0.03 0.00 830 568.92 8.00 117.00 1.00 23.11 0.15 0.01 775 792.31 12.00 115.00 1.00 1087.07 3.08 2.94 840 947.17 8.00 95.00 1.00 246.67 1.57 2.31 845 1388.62 8.00 95.00 1.00 12.00 0.08 0.01 850 715.95 8.00 95.00 1.00 287.32 1.83 2.30 790 475.69 8.00 115.00 1.00 680.09 4.34 5.34 595 120.81 12.00 116.00 1.00 282.55 0.80 0.04 735 859.60 8.00 110.00 1.00 14.88 0.09 0.01 600 131.25 12.00 116.00 1.00 283.98 0.81 0.04 605 372.63 12.00 116.00 1.00 137.83 0.39 0.03 610 857.05 8.00 110.00 1.00 9.79 0.06 0.00 615 614.66 8.00 110.00 1.00 11.50 0.07 0.00 620 317.10 8.00 110.00 1.00 18.34 0.12 0.00 625 606.61 8.00 110.00 1.00 10.36 0.07 0.00 630 259.23 8.00 110.00 1.00 18.71 0.12 0.00 770 565.13 8.00 115.00 1.00 473.11 3.02 3.24 635 198.49 8.00 110.00 1.00 43.71 0.28 0.02 3830 620.06 6.00 112.00 1.00 120.07 1.36 1.20 3840 151.30 10.00 110.00 1.00 365.78 1.49 0.20 3845 485.12 10.00 110.00 1.00 301.56 1.23 0.44 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 3850 596.68 8.00 112.00 1.00 13.28 0.08 0.00 3855 434.62 8.00 113.00 1.00 16.24 0.10 0.01 3860 435.47 6.00 113.00 1.00 4.51 0.05 0.00 3865 586.40 6.00 113.00 1.00 3.84 0.04 0.00 3870 504.16 10.00 110.00 1.00 220.43 0.90 0.26 3875 951.50 8.00 110.00 1.00 134.41 0.86 0.58 3880 141.77 8.00 110.00 1.00 61.11 0.39 0.02 3885 146.91 8.00 110.00 1.00 48.51 0.31 0.01 3890 338.78 8.00 110.00 1.00 40.57 0.26 0.02 3895 582.94 8.00 110.00 1.00 75.79 0.48 0.12 3835 385.55 10.00 110.00 1.00 389.11 1.59 0.56 2290 1190.54 10.00 114.00 1.00 431.59 1.76 1.97 1150 868.06 12.00 110.00 1.00 43.79 0.12 0.01 590 171.56 10.00 116.00 1.00 138.76 0.57 0.03 860 1266.03 8.00 110.00 1.00 6.53 0.04 0.00 740 679.65 8.00 110.00 1.00 18.26 0.12 0.01 745 363.91 10.00 100.00 1.00 157.94 0.65 0.12 746 281.36 10.00 100.00 1.00 252.50 1.03 0.22 747 337.70 10.00 100.00 1.00 88.66 0.36 0.04 750 420.59 8.00 100.00 1.00 132.56 0.85 0.30 752 617.62 8.00 100.00 1.00 192.19 1.23 0.86 755 37.12 10.00 100.00 1.00 384.15 1.57 0.06 760 293.75 14.00 115.00 1.00 2219.39 4.63 1.93 765 772.35 8.00 115.00 1.00 464.95 2.97 4.29 640 68.07 8.00 110.00 1.00 37.00 0.24 0.00 350 498.18 8.00 113.00 1.00 10.85 0.07 0.00 1060 212.11 8.00 112.00 1.00 84.39 0.54 0.05 1065 1060.34 8.00 112.00 1.00 43.33 0.28 0.05 1070 302.69 8.00 112.00 1.00 129.93 0.83 0.11 1075 927.64 6.00 112.00 1.00 36.87 0.42 0.13 1140 3.41 10.00 110.00 1.00 813.97 3.33 0.02 1095 128.72 6.00 110.00 1.00 5.87 0.07 0.00 1100 663.53 8.00 95.00 1.00 265.50 1.69 1.84 1105 524.04 4.00 110.00 1.00 4.54 0.12 0.02 1110 49.85 14.00 95.00 1.00 10.57 0.02 0.00 1055 970.21 8.00 112.00 1.00 45.99 0.29 0.07 1120 201.38 12.00 95.00 1.00 811.89 2.30 0.62 1125 8.74 12.00 95.00 1.00 813.97 2.31 0.03 1080 1796.91 14.00 110.00 1.00 0.00 0.00 0.00 870 179.53 10.00 110.00 1.00 25.92 0.11 0.00 1005 966.12 6.00 100.00 1.00 7.33 0.08 0.01 875 498.71 8.00 110.00 1.00 8.64 0.06 0.00 885 1092.61 8.00 117.00 1.00 26.49 0.17 0.03 890 673.30 8.00 117.00 1.00 8.97 0.06 0.00 895 522.80 8.00 117.00 1.00 11.25 0.07 0.00 900 386.78 8.00 117.00 1.00 9.74 0.06 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1050 53.96 8.00 112.00 1.00 60.41 0.39 0.01 905 556.54 8.00 117.00 1.00 21.83 0.14 0.01 710 218.05 8.00 116.00 1.00 478.98 3.06 1.26 655 84.66 12.00 116.00 1.00 2.17 0.01 0.00 660 1375.43 14.00 116.00 1.00 2195.55 4.58 8.71 730 269.63 8.00 110.00 1.00 41.44 0.26 0.02 670 604.21 8.00 110.00 1.00 12.51 0.08 0.00 675 156.20 8.00 110.00 1.00 14.13 0.09 0.00 680 180.71 8.00 110.00 1.00 1.56 0.01 0.00 685 500.65 8.00 110.00 1.00 0.00 0.00 0.00 690 356.68 12.00 116.00 1.00 1722.53 4.89 3.05 695 340.19 12.00 116.00 1.00 1350.92 3.83 1.86 700 136.04 8.00 116.00 1.00 858.16 5.48 2.31 705 1116.15 8.00 116.00 1.00 375.78 2.40 4.11 650 96.56 8.00 110.00 1.00 1.27 0.01 0.00 715 1137.46 8.00 116.00 1.00 476.10 3.04 6.49 720 197.30 8.00 116.00 1.00 2.07 0.01 0.00 725 1010.50 10.00 110.00 1.00 45.07 0.18 0.03 665 652.03 8.00 110.00 1.00 6.70 0.04 0.00 1145 117.43 12.00 110.00 1.00 770.18 2.18 0.25 865 918.29 8.00 110.00 1.00 20.52 0.13 0.02 1010 779.80 10.00 95.00 1.00 13.24 0.05 0.00 1015 468.49 12.00 100.00 1.00 494.01 1.40 0.52 1020 904.68 8.00 113.00 1.00 7.48 0.05 0.00 1025 767.51 12.00 110.00 1.00 763.13 2.16 1.61 1030 727.41 12.00 112.00 1.00 341.49 0.97 0.33 1035 1378.91 12.00 112.00 1.00 261.93 0.74 0.39 1040 441.26 8.00 112.00 1.00 39.34 0.25 0.02 1045 1055.69 6.00 112.00 1.00 55.15 0.63 0.48 645 199.73 10.00 110.00 1.00 37.00 0.15 0.00 906 192.59 8.00 117.00 1.00 29.53 0.19 0.01 3900 973.87 6.00 110.00 1.00 53.85 0.61 0.44 1390 453.20 10.00 100.00 1.00 483.75 1.98 1.18 1335 960.62 10.00 110.00 1.00 97.81 0.40 0.11 1340 1312.19 8.00 110.00 1.00 25.13 0.16 0.03 1345 635.19 8.00 113.00 1.00 8.23 0.05 0.00 1350 1185.72 8.00 113.00 1.00 7.36 0.05 0.00 1355 184.43 8.00 113.00 1.00 21.48 0.14 0.00 1360 1097.26 8.00 113.00 1.00 7.66 0.05 0.00 1365 932.31 8.00 113.00 1.00 42.89 0.27 0.06 1370 272.87 8.00 113.00 1.00 65.30 0.42 0.04 1375 1038.33 12.00 114.00 1.00 188.57 0.53 0.12 1440 422.42 8.00 110.00 1.00 8.55 0.05 0.00 1385 388.67 12.00 100.00 1.00 110.06 0.31 0.03 1330 607.54 10.00 110.00 1.00 106.55 0.44 0.08 1395 328.37 6.00 100.00 1.00 114.97 1.30 0.72 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1400 946.36 8.00 100.00 1.00 109.57 0.70 0.47 1405 293.22 8.00 114.00 1.00 0.00 0.00 0.00 1410 398.04 8.00 114.00 1.00 13.88 0.09 0.00 1415 946.24 8.00 114.00 1.00 6.69 0.04 0.00 1420 578.42 8.00 114.00 1.00 10.81 0.07 0.00 1425 325.54 8.00 114.00 1.00 29.11 0.19 0.01 1430 583.83 8.00 110.00 1.00 12.26 0.08 0.00 1435 33.17 8.00 110.00 1.00 8.98 0.06 0.00 1380 536.29 16.00 114.00 1.00 197.87 0.32 0.02 1165 240.15 8.00 95.00 1.00 488.45 3.12 2.08 1305 72.89 1.00 100.00 1.00 18.32 7.49 14.62 1170 684.33 8.00 95.00 1.00 335.11 2.14 2.95 1325 170.87 12.00 110.00 1.00 38.76 0.11 0.00 1175 263.12 12.00 95.00 1.00 513.59 1.46 0.35 2110 152.40 6.00 114.00 1.00 59.07 0.67 0.08 2055 145.39 8.00 116.00 1.00 19.08 0.12 0.00 2060 502.81 10.00 114.00 1.00 88.74 0.36 0.04 2065 271.08 6.00 114.00 1.00 0.97 0.01 0.00 2070 449.01 8.00 114.00 1.00 7.56 0.05 0.00 2075 132.13 8.00 116.00 1.00 21.56 0.14 0.00 2080 696.13 8.00 116.00 1.00 0.34 0.00 0.00 2150 228.13 6.00 114.00 1.00 14.00 0.16 0.01 2086 232.01 8.00 114.00 1.00 45.50 0.29 0.02 2090 418.44 10.00 114.00 1.00 69.94 0.29 0.02 2095 747.60 6.00 114.00 1.00 18.68 0.21 0.04 2100 399.51 6.00 114.00 1.00 0.64 0.01 0.00 2105 204.55 6.00 114.00 1.00 26.87 0.30 0.02 2050 830.99 8.00 116.00 1.00 60.11 0.38 0.10 2115 397.75 10.00 114.00 1.00 49.33 0.20 0.01 2120 102.81 10.00 114.00 1.00 107.60 0.44 0.01 2125 950.31 8.00 114.00 1.00 15.02 0.10 0.01 2130 225.96 6.00 114.00 1.00 14.63 0.17 0.01 2135 311.45 8.00 114.00 1.00 35.24 0.22 0.01 2140 389.42 10.00 114.00 1.00 71.45 0.29 0.02 2145 819.19 8.00 114.00 1.00 2.74 0.02 0.00 2085 448.42 8.00 114.00 1.00 32.96 0.21 0.02 1160 801.66 12.00 100.00 1.00 814.42 2.31 2.26 1736 49.66 8.00 100.00 1.00 2.15 0.01 0.00 1445 280.96 8.00 110.00 1.00 9.96 0.06 0.00 1310 720.48 16.00 100.00 1.00 22.18 0.04 0.00 1311 127.36 18.00 100.00 1.00 20.04 0.03 0.00 1320 332.11 12.00 95.00 1.00 96.65 0.27 0.02 1180 285.29 14.00 95.00 1.00 254.55 0.53 0.05 1670 448.24 6.00 97.00 1.00 135.17 1.53 1.40 1610 502.57 6.00 85.00 1.00 10.02 0.11 0.02 1615 415.13 6.00 85.00 1.00 2.00 0.02 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1620 592.67 6.00 85.00 1.00 9.37 0.11 0.02 1625 914.03 10.00 114.00 1.00 172.28 0.70 0.28 1630 430.00 10.00 114.00 1.00 401.76 1.64 0.62 1645 810.97 8.00 100.00 1.00 27.40 0.17 0.03 1650 279.68 10.00 100.00 1.00 646.47 2.64 1.25 1655 44.55 10.00 100.00 1.00 555.75 2.27 0.15 1730 1245.20 6.00 97.00 1.00 78.61 0.89 1.43 1665 620.49 6.00 97.00 1.00 106.24 1.21 1.24 1605 141.94 6.00 85.00 1.00 25.34 0.29 0.03 1675 407.91 6.00 97.00 1.00 142.16 1.61 1.40 1680 624.19 6.00 105.00 1.00 249.69 2.83 5.26 1685 757.87 6.00 105.00 1.00 245.03 2.78 6.17 1690 279.28 8.00 97.00 1.00 261.86 1.67 0.73 1695 1080.66 8.00 97.00 1.00 382.10 2.44 5.72 1700 1197.93 16.00 114.00 1.00 696.43 1.11 0.49 1705 97.90 10.00 100.00 1.00 543.57 2.22 0.32 1710 459.08 20.00 120.00 1.00 3236.68 3.31 0.99 1715 517.01 10.00 100.00 1.00 416.10 1.70 1.02 1720 384.44 10.00 100.00 1.00 743.95 3.04 2.23 1725 281.89 10.00 100.00 1.00 577.38 2.36 1.02 1660 245.55 8.00 100.00 1.00 28.09 0.18 0.01 1455 277.51 6.00 110.00 1.00 5.47 0.06 0.00 1600 1207.42 10.00 100.00 1.00 706.29 2.89 6.35 1585 1554.75 6.00 100.00 1.00 5.69 0.06 0.01 1255 360.54 8.00 116.00 1.00 1.73 0.01 0.00 1195 995.43 10.00 95.00 1.00 115.85 0.47 0.20 1200 950.67 12.00 112.00 1.00 241.50 0.69 0.23 1205 212.36 12.00 116.00 1.00 257.92 0.73 0.04 1210 280.90 12.00 116.00 1.00 211.80 0.60 0.03 1215 341.05 8.00 120.00 1.00 15.52 0.10 0.00 1220 659.20 8.00 120.00 1.00 48.68 0.31 0.03 1225 383.91 8.00 116.00 1.00 31.57 0.20 0.01 1230 244.18 8.00 116.00 1.00 11.27 0.07 0.00 1300 596.56 8.00 112.00 1.00 14.01 0.09 0.01 1240 212.53 8.00 116.00 1.00 11.92 0.08 0.00 1245 425.48 8.00 116.00 1.00 17.62 0.11 0.01 1250 100.23 8.00 116.00 1.00 4.68 0.03 0.00 1190 1083.69 8.00 95.00 1.00 110.57 0.71 0.59 1260 364.90 8.00 116.00 1.00 14.87 0.09 0.00 1265 784.68 8.00 116.00 1.00 15.84 0.10 0.01 1270 515.82 12.00 108.00 1.00 212.96 0.60 0.07 1275 1305.52 6.00 108.00 1.00 22.40 0.25 0.08 1280 248.18 12.00 114.00 1.00 263.71 0.75 0.05 1285 793.48 10.00 110.00 1.00 79.99 0.33 0.04 1290 1079.67 10.00 117.00 1.00 175.70 0.72 0.24 1291 534.57 8.00 114.00 1.00 174.23 1.11 0.35 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1295 959.72 16.00 114.00 1.00 187.60 0.30 0.03 1235 597.13 8.00 116.00 1.00 14.64 0.09 0.01 1735 302.61 12.00 100.00 1.00 248.86 0.71 0.09 1450 387.03 8.00 110.00 1.00 13.81 0.09 0.00 1590 552.64 6.00 100.00 1.00 92.60 1.05 0.81 1595 315.96 6.00 100.00 1.00 61.88 0.70 0.22 1185 358.27 12.00 95.00 1.00 120.43 0.34 0.03 2045 392.79 10.00 117.00 1.00 188.93 0.77 0.13 3825 678.81 12.00 100.00 1.00 945.32 2.68 2.52 1960 149.34 8.00 97.00 1.00 198.04 1.26 0.23 1900 2335.48 14.00 116.00 1.00 2193.93 4.57 14.77 1905 309.56 10.00 97.00 1.00 74.41 0.30 0.03 1910 49.09 6.00 97.00 1.00 52.02 0.59 0.03 1915 549.61 12.00 97.00 1.00 84.29 0.24 0.02 1920 340.97 6.00 97.00 1.00 49.14 0.56 0.15 1925 748.45 6.00 97.00 1.00 26.81 0.30 0.11 1930 806.53 6.00 97.00 1.00 14.96 0.17 0.04 2000 956.82 6.00 97.00 1.00 1.54 0.02 0.00 1940 462.61 8.00 113.00 1.00 169.32 1.08 0.41 1945 194.46 8.00 113.00 1.00 37.87 0.24 0.01 1950 289.34 8.00 113.00 1.00 93.78 0.60 0.09 1955 534.94 8.00 113.00 1.00 100.69 0.64 0.18 1895 506.58 10.00 113.00 1.00 290.75 1.19 0.41 1965 237.47 8.00 97.00 1.00 226.44 1.45 0.48 1970 786.73 8.00 97.00 1.00 34.33 0.22 0.05 1975 774.00 8.00 97.00 1.00 41.97 0.27 0.07 1980 440.24 8.00 97.00 1.00 48.11 0.31 0.05 1985 603.08 8.00 97.00 1.00 57.56 0.37 0.10 1990 805.21 6.00 97.00 1.00 18.46 0.21 0.06 1995 59.68 6.00 97.00 1.00 17.10 0.19 0.00 1935 568.38 6.00 97.00 1.00 9.79 0.11 0.01 1738 22.41 8.00 114.00 1.00 0.00 0.00 0.00 1860 858.30 6.00 97.00 1.00 87.24 0.99 1.20 1739 22.55 8.00 114.00 1.00 1.02 0.01 0.00 1740 524.21 10.00 113.00 1.00 251.96 1.03 0.32 1741 23.71 8.00 100.00 1.00 1.33 0.01 0.00 1890 1251.53 16.00 120.00 1.00 981.51 1.57 0.88 1745 558.16 10.00 113.00 1.00 164.76 0.67 0.16 420 424.38 8.00 116.00 1.00 5.65 0.04 0.00 370 494.31 8.00 95.00 1.00 240.30 1.53 1.15 375 924.95 8.00 95.00 1.00 244.27 1.56 2.22 380 676.33 8.00 95.00 0.00 0.00 0.00 0.00 445 349.03 10.00 116.00 1.00 0.08 0.00 0.00 390 383.31 8.00 100.00 1.00 242.67 1.55 0.83 391 73.87 8.00 100.00 1.00 96.07 0.61 0.03 395 617.87 8.00 100.00 1.00 99.72 0.64 0.26 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 396 450.65 8.00 100.00 1.00 135.60 0.87 0.33 400 251.24 8.00 100.00 1.00 205.27 1.31 0.40 405 376.31 8.00 100.00 1.00 194.17 1.24 0.54 410 375.66 8.00 100.00 1.00 17.66 0.11 0.01 415 482.49 8.00 100.00 1.00 5.95 0.04 0.00 365 426.07 8.00 113.00 1.00 237.37 1.52 0.70 425 168.02 8.00 116.00 1.00 20.34 0.13 0.00 430 102.09 10.00 116.00 1.00 26.61 0.11 0.00 435 353.05 10.00 116.00 1.00 35.32 0.14 0.01 440 363.43 10.00 116.00 1.00 29.72 0.12 0.00 385 775.28 8.00 95.00 1.00 449.48 2.87 5.76 2285 962.24 10.00 114.00 1.00 455.89 1.86 1.76 1737 22.57 8.00 100.00 1.00 0.50 0.00 0.00 2005 1260.90 10.00 113.00 1.00 145.16 0.59 0.28 1865 1162.05 8.00 97.00 1.00 142.23 0.91 0.97 1870 894.35 6.00 97.00 1.00 152.80 1.73 3.52 1875 1110.08 10.00 115.00 1.00 532.72 2.18 2.67 1880 259.48 10.00 113.00 1.00 257.72 1.05 0.17 1885 96.69 10.00 113.00 1.00 106.86 0.44 0.01 1750 132.69 10.00 115.00 1.00 9.36 0.04 0.00 360 1126.13 8.00 113.00 1.00 232.59 1.48 1.79 2230 1034.38 10.00 114.00 1.00 80.57 0.33 0.08 2180 510.15 8.00 114.00 1.00 7.66 0.05 0.00 2185 1643.26 16.00 120.00 1.00 1760.75 2.81 3.39 2186 20.57 10.00 117.00 1.00 333.03 1.36 0.02 2190 667.42 12.00 120.00 1.00 1426.23 4.05 3.79 P490-255-1-8 21.18 12.00 120.00 1.00 0.00 0.00 0.00 2195 489.30 12.00 120.00 1.00 1425.27 4.04 2.77 2200 981.27 10.00 120.00 1.00 695.37 2.84 3.58 2205 433.40 10.00 114.00 1.00 358.21 1.46 0.51 2275 350.60 10.00 114.00 1.00 109.71 0.45 0.05 2215 518.94 10.00 115.00 1.00 397.24 1.62 0.73 2220 182.74 10.00 115.00 1.00 725.66 2.96 0.78 2225 778.94 10.00 115.00 1.00 319.02 1.30 0.73 2175 509.42 8.00 114.00 1.00 3.69 0.02 0.00 2235 220.55 10.00 114.00 1.00 2.27 0.01 0.00 2240 159.83 10.00 113.00 1.00 263.89 1.08 0.11 2245 441.47 12.00 114.00 1.00 768.96 2.18 0.88 2250 498.61 10.00 113.00 1.00 149.16 0.61 0.12 2255 855.68 10.00 113.00 1.00 148.41 0.61 0.20 2260 621.16 10.00 113.00 1.00 262.76 1.07 0.42 2265 386.15 10.00 113.00 1.00 257.05 1.05 0.25 2270 313.32 10.00 114.00 1.00 428.90 1.75 0.51 2210 387.69 10.00 115.00 1.00 705.00 2.88 1.57 2015 459.60 10.00 113.00 1.00 14.64 0.06 0.00 2154 152.43 6.00 114.00 1.00 28.25 0.32 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 2020 8.97 10.00 113.00 1.00 0.00 0.00 0.00 2030 731.21 10.00 113.00 1.00 11.41 0.05 0.00 1820 251.39 8.00 97.00 1.00 676.69 4.32 3.83 1765 267.64 10.00 113.00 1.00 174.51 0.71 0.08 1770 390.21 10.00 113.00 1.00 326.89 1.34 0.39 1775 410.54 8.00 113.00 1.00 151.23 0.97 0.29 1780 597.19 8.00 113.00 1.00 132.26 0.84 0.33 1790 945.41 18.00 120.00 1.00 3236.68 4.08 3.40 1794 254.61 18.00 117.00 1.00 1442.32 1.82 0.21 1855 757.88 6.00 97.00 1.00 98.99 1.12 1.33 1797 93.05 18.00 117.00 1.00 2796.58 3.53 0.23 1800 62.97 6.00 115.00 1.00 392.36 4.45 1.04 1805 80.24 10.00 115.00 1.00 1276.67 5.22 0.98 1810 61.42 24.00 120.00 1.00 2346.56 1.66 0.03 1815 68.73 10.00 115.00 1.00 1669.03 6.82 1.37 1760 367.48 8.00 115.00 1.00 2.02 0.01 0.00 1821 5.67 10.00 120.00 1.00 2351.10 9.60 0.20 1825 301.23 8.00 97.00 1.00 570.87 3.64 3.35 1830 938.29 8.00 97.00 1.00 396.79 2.53 5.32 1835 316.41 8.00 97.00 1.00 312.32 1.99 1.15 1840 1175.84 8.00 97.00 1.00 7.52 0.05 0.00 1845 500.74 8.00 97.00 1.00 303.31 1.94 1.73 1850 286.06 8.00 97.00 1.00 452.28 2.89 2.07 1795 711.04 18.00 117.00 1.00 1438.36 1.81 0.59 2280 197.11 10.00 114.00 1.00 7.29 0.03 0.00 2010 1048.97 10.00 113.00 1.00 116.19 0.47 0.16 2155 236.07 6.00 114.00 1.00 19.41 0.22 0.02 2160 532.49 8.00 114.00 1.00 6.38 0.04 0.00 2165 178.73 8.00 114.00 1.00 9.55 0.06 0.00 2170 123.97 10.00 114.00 1.00 11.82 0.05 0.00 1755 364.73 8.00 115.00 1.00 2.02 0.01 0.00 2035 840.74 10.00 113.00 1.00 0.43 0.00 0.00 355 346.70 6.00 113.00 1.00 227.98 2.59 2.16 1460 850.09 8.00 110.00 1.00 30.22 0.19 0.03 2325 143.69 10.00 114.00 1.00 50.77 0.21 0.00 2560 744.68 8.00 97.00 1.00 29.88 0.19 0.03 2565 395.55 6.00 97.00 0.00 0.00 0.00 0.00 2570 1173.92 6.00 97.00 1.00 9.77 0.11 0.03 2575 575.35 6.00 97.00 1.00 17.08 0.19 0.04 2580 288.59 10.00 112.00 1.00 188.50 0.77 0.11 2585 877.69 10.00 112.00 1.00 197.67 0.81 0.35 2590 496.04 10.00 112.00 1.00 198.70 0.81 0.20 2530 279.92 6.00 112.00 1.00 159.20 1.81 0.91 2305 689.89 12.00 114.00 1.00 885.26 2.51 1.78 2455 422.03 12.00 114.00 1.00 704.61 2.00 0.71 2310 1703.73 12.00 114.00 1.00 542.46 1.54 1.77 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 2320 758.83 10.00 115.00 1.00 40.82 0.17 0.02 2555 680.51 6.00 97.00 1.00 2.67 0.03 0.00 2330 260.67 10.00 114.00 1.00 38.78 0.16 0.00 2335 545.05 8.00 114.00 1.00 10.66 0.07 0.00 2340 641.05 8.00 114.00 1.00 12.08 0.08 0.00 2345 1258.93 8.00 114.00 1.00 19.21 0.12 0.02 2350 47.87 8.00 115.00 1.00 46.54 0.30 0.00 2355 425.60 10.00 114.00 1.00 19.78 0.08 0.00 2360 106.42 8.00 115.00 1.00 18.69 0.12 0.00 2365 490.72 8.00 115.00 1.00 5.06 0.03 0.00 2370 770.07 8.00 115.00 1.00 3.96 0.03 0.00 2375 305.54 8.00 115.00 1.00 19.88 0.13 0.00 2450 609.90 14.00 116.00 1.00 126.63 0.26 0.02 2385 463.12 8.00 114.00 1.00 44.21 0.28 0.03 2390 76.43 8.00 114.00 1.00 94.33 0.60 0.02 2550 898.83 6.00 97.00 1.00 8.82 0.10 0.02 2395 328.54 8.00 114.00 1.00 125.49 0.80 0.16 2475 2290.34 8.00 115.00 1.00 116.37 0.74 0.98 3295 590.02 8.00 112.00 1.00 58.36 0.37 0.07 3300 1166.27 6.00 112.00 1.00 47.71 0.54 0.41 3305 370.50 6.00 112.00 1.00 27.02 0.31 0.05 3310 97.95 10.00 112.00 1.00 251.96 1.03 0.06 3315 806.15 8.00 114.00 1.00 5.83 0.04 0.00 3260 958.69 10.00 112.00 1.00 243.68 1.00 0.57 2300 295.78 10.00 114.00 1.00 471.97 1.93 0.58 2880 59.21 10.00 112.00 1.00 95.65 0.39 0.01 2600 14.41 14.00 114.00 1.00 295.96 0.62 0.00 2460 1078.14 14.00 114.00 1.00 490.26 1.02 0.44 2465 464.39 14.00 112.00 1.00 238.78 0.50 0.05 2470 1022.92 12.00 112.00 1.00 202.41 0.57 0.18 3290 1175.15 10.00 111.00 1.00 174.65 0.71 0.38 2480 199.25 8.00 112.00 1.00 40.08 0.26 0.01 2485 908.75 10.00 113.00 1.00 121.34 0.50 0.15 2490 549.55 8.00 113.00 1.00 116.23 0.74 0.24 2495 26.56 8.00 114.00 1.00 730.93 4.67 0.35 2500 943.48 6.00 112.00 1.00 41.96 0.48 0.26 2505 60.24 6.00 112.00 1.00 115.37 1.31 0.11 2510 696.04 6.00 112.00 1.00 63.10 0.72 0.41 2515 381.31 8.00 112.00 1.00 59.72 0.38 0.05 2520 249.72 8.00 112.00 1.00 98.74 0.63 0.08 2525 534.30 6.00 112.00 1.00 42.49 0.48 0.15 2595 987.16 14.00 114.00 1.00 689.00 1.44 0.76 2535 869.21 8.00 112.00 1.00 9.38 0.06 0.00 2540 365.06 8.00 97.00 1.00 12.36 0.08 0.00 2400 1501.77 8.00 120.00 1.00 41.26 0.26 0.09 3285 381.38 8.00 112.00 1.00 29.46 0.19 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 2620 544.21 14.00 114.00 1.00 394.67 0.82 0.15 2835 540.61 6.00 112.00 1.00 7.98 0.09 0.01 2840 667.76 6.00 112.00 1.00 23.63 0.27 0.06 2841 62.28 6.00 112.00 1.00 14.11 0.16 0.00 2845 813.48 10.00 112.00 1.00 64.42 0.26 0.04 2850 1412.84 16.00 114.00 1.00 387.89 0.62 0.16 2855 230.64 10.00 112.00 1.00 39.81 0.16 0.00 2860 329.65 8.00 112.00 1.00 25.68 0.16 0.01 2865 976.83 8.00 112.00 1.00 38.21 0.24 0.06 2810 317.18 8.00 112.00 1.00 75.71 0.48 0.06 2610 352.13 10.00 114.00 1.00 166.90 0.68 0.10 2615 21.23 8.00 114.00 1.00 205.52 1.31 0.03 2830 396.09 6.00 112.00 1.00 0.84 0.01 0.00 2624 690.10 8.00 114.00 1.00 32.17 0.21 0.03 2625 878.81 6.00 112.00 1.00 40.76 0.46 0.23 2630 273.09 6.00 112.00 1.00 41.50 0.47 0.07 2635 407.02 12.00 114.00 1.00 99.39 0.28 0.02 2640 1348.11 6.00 116.00 1.00 28.54 0.32 0.17 2645 498.94 6.00 114.00 1.00 53.46 0.61 0.21 2650 1293.08 10.00 114.00 1.00 162.16 0.66 0.35 2655 1286.40 14.00 114.00 1.00 378.00 0.79 0.32 2660 1201.08 6.00 112.00 1.00 21.98 0.25 0.10 2665 851.27 14.00 114.00 1.00 501.22 1.04 0.36 2670 858.38 8.00 114.00 1.00 114.44 0.73 0.36 2740 432.82 12.00 114.00 1.00 93.02 0.26 0.02 2680 350.33 8.00 112.00 1.00 51.11 0.33 0.03 2825 143.26 12.00 112.00 1.00 394.81 1.12 0.07 2685 405.13 8.00 110.00 1.00 138.95 0.89 0.26 2415 1483.80 14.00 114.00 1.00 1493.11 3.11 4.76 2420 1532.10 12.00 114.00 1.00 542.40 1.54 1.59 2425 203.44 12.00 114.00 1.00 755.89 2.14 0.39 2430 22.83 12.00 114.00 1.00 70.41 0.20 0.00 2435 35.74 14.00 114.00 1.00 70.41 0.15 0.00 2440 60.23 12.00 114.00 1.00 56.22 0.16 0.00 2445 1051.07 8.00 100.00 1.00 19.29 0.12 0.02 2380 491.29 8.00 115.00 1.00 39.64 0.25 0.03 2875 506.54 10.00 112.00 1.00 41.33 0.17 0.01 2605 196.97 10.00 114.00 1.00 190.85 0.78 0.07 2749 275.28 8.00 112.00 1.00 19.85 0.13 0.00 2410 1103.88 14.00 114.00 1.00 1471.05 3.07 3.44 2755 555.54 6.00 117.00 1.00 6.09 0.07 0.00 2760 659.07 8.00 112.00 1.00 17.34 0.11 0.01 2765 331.65 8.00 112.00 1.00 20.63 0.13 0.01 2770 815.38 8.00 112.00 1.00 33.35 0.21 0.04 2775 390.51 8.00 112.00 1.00 22.17 0.14 0.01 2780 468.53 8.00 112.00 1.00 56.44 0.36 0.05 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 2785 260.96 6.00 112.00 1.00 34.57 0.39 0.05 2790 304.81 4.00 112.00 1.00 6.61 0.17 0.02 2795 294.34 6.00 112.00 1.00 15.39 0.17 0.01 2800 340.97 6.00 112.00 1.00 41.25 0.47 0.09 2805 465.66 6.00 116.00 1.00 28.21 0.32 0.06 2870 1092.69 8.00 112.00 1.00 25.59 0.16 0.03 2815 1126.29 8.00 112.00 1.00 109.24 0.70 0.43 2820 398.74 10.00 114.00 1.00 270.69 1.11 0.25 2405 354.74 8.00 115.00 1.00 66.13 0.42 0.05 3280 545.64 6.00 112.00 1.00 37.66 0.43 0.12 2690 1039.83 12.00 112.00 1.00 212.46 0.60 0.20 2930 620.62 8.00 117.00 1.00 28.85 0.18 0.02 3165 464.94 8.00 112.00 1.00 98.85 0.63 0.14 3170 58.62 8.00 112.00 1.00 42.72 0.27 0.00 3175 472.03 12.00 112.00 1.00 168.35 0.48 0.05 3115 590.15 6.00 114.00 1.00 7.77 0.09 0.01 2890 652.89 8.00 110.00 1.00 10.25 0.07 0.00 3040 302.28 10.00 112.00 1.00 187.14 0.76 0.10 2900 1798.65 6.00 112.00 1.00 4.52 0.05 0.01 2905 1239.25 10.00 112.00 1.00 122.58 0.50 0.17 2910 379.98 6.00 112.00 1.00 4.44 0.05 0.00 2915 263.77 12.00 111.00 1.00 215.69 0.61 0.04 2920 264.62 6.00 114.00 1.00 144.67 1.64 0.64 2925 42.83 8.00 114.00 1.00 60.56 0.39 0.01 3160 761.95 8.00 112.00 1.00 18.35 0.12 0.01 2935 592.77 8.00 117.00 1.00 11.33 0.07 0.00 2940 805.76 8.00 117.00 1.00 25.48 0.16 0.02 2945 85.31 8.00 117.00 1.00 35.93 0.23 0.00 2950 496.20 6.00 114.00 1.00 30.72 0.35 0.07 2955 629.64 8.00 114.00 1.00 17.92 0.11 0.01 2960 231.38 8.00 114.00 1.00 44.62 0.28 0.02 3035 746.70 8.00 112.00 1.00 7.86 0.05 0.00 2970 312.07 10.00 117.00 1.00 20.43 0.08 0.00 2975 794.04 10.00 117.00 1.00 31.40 0.13 0.01 2980 48.02 10.00 117.00 1.00 54.04 0.22 0.00 2985 1007.49 12.00 114.00 1.00 87.35 0.25 0.03 2990 111.00 12.00 114.00 1.00 271.73 0.77 0.03 2995 808.81 8.00 112.00 1.00 33.75 0.22 0.04 3155 294.76 8.00 110.00 1.00 84.19 0.54 0.07 3000 924.44 12.00 112.00 1.00 74.04 0.21 0.02 3080 50.97 6.00 112.00 1.00 64.16 0.73 0.03 9435 113.36 12.00 120.00 1.00 1.03 0.00 0.00 4655 107.61 16.00 115.00 1.00 64.40 0.10 0.00 2295 617.11 10.00 114.00 1.00 418.23 1.71 0.96 3470 18.37 6.00 112.00 1.00 79.02 0.90 0.02 3185 1193.45 8.00 112.00 1.00 101.41 0.65 0.40 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 3045 756.50 8.00 112.00 1.00 85.48 0.55 0.18 3050 528.61 8.00 114.00 1.00 59.02 0.38 0.06 3055 296.38 10.00 114.00 1.00 86.45 0.35 0.03 3060 5780.72 12.00 120.00 1.00 253.48 0.72 1.32 3065 251.56 10.00 114.00 1.00 173.05 0.71 0.08 3075 551.20 6.00 112.00 1.00 19.96 0.23 0.04 5046 40.55 33.00 110.00 1.00 1706.81 0.64 0.00 3085 333.75 8.00 110.00 1.00 81.67 0.52 0.08 3090 556.19 12.00 112.00 1.00 113.17 0.32 0.03 3095 472.86 8.00 114.00 1.00 28.96 0.18 0.02 3100 631.29 8.00 114.00 1.00 10.92 0.07 0.00 3105 563.82 6.00 114.00 1.00 14.05 0.16 0.02 3110 279.95 6.00 114.00 1.00 16.01 0.18 0.01 3180 670.85 8.00 108.00 1.00 62.54 0.40 0.10 3120 314.25 6.00 114.00 1.00 12.57 0.14 0.01 3125 289.00 10.00 114.00 1.00 71.06 0.29 0.02 3130 283.52 6.00 114.00 1.00 18.20 0.21 0.02 3135 334.38 6.00 112.00 1.00 24.07 0.27 0.03 3140 762.66 6.00 112.00 1.00 26.17 0.30 0.08 3145 280.98 8.00 108.00 1.00 107.74 0.69 0.11 3150 296.59 6.00 112.00 1.00 23.46 0.27 0.03 3005 343.05 8.00 112.00 1.00 132.24 0.84 0.18 3210 636.47 8.00 108.00 1.00 68.35 0.44 0.11 3435 837.97 10.00 110.00 1.00 106.01 0.43 0.11 3440 481.76 6.00 112.00 1.00 80.08 0.91 0.44 3445 1309.73 8.00 112.00 1.00 171.57 1.10 1.20 3450 487.52 6.00 112.00 1.00 5.13 0.06 0.00 3455 158.74 6.00 112.00 1.00 59.34 0.67 0.08 3390 478.08 6.00 110.00 1.00 75.69 0.86 0.41 3195 37.37 6.00 112.00 1.00 41.24 0.47 0.01 3320 958.35 6.00 108.00 1.00 65.71 0.75 0.65 3200 319.46 8.00 112.00 1.00 112.52 0.72 0.13 3205 668.26 8.00 108.00 1.00 27.23 0.17 0.02 3209 475.56 6.00 108.00 1.00 35.47 0.40 0.10 3425 384.56 8.00 110.00 1.00 223.51 1.43 0.60 3215 448.15 8.00 112.00 1.00 131.27 0.84 0.24 3220 403.80 6.00 112.00 1.00 27.32 0.31 0.05 3225 536.72 10.00 112.00 1.00 114.43 0.47 0.08 3230 369.39 8.00 112.00 1.00 63.28 0.40 0.05 3235 725.28 8.00 110.00 1.00 89.28 0.57 0.21 3240 213.44 10.00 114.00 1.00 70.37 0.29 0.01 3245 577.18 10.00 114.00 1.00 56.13 0.23 0.02 3250 301.22 6.00 112.00 1.00 46.42 0.53 0.10 3255 951.79 6.00 112.00 1.00 60.48 0.69 0.52 3316 49.50 12.00 114.00 1.00 4.70 0.01 0.00 3264 631.59 10.00 112.00 1.00 133.03 0.54 0.12 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 3265 635.89 8.00 112.00 1.00 98.46 0.63 0.20 3270 342.38 6.00 112.00 1.00 40.64 0.46 0.08 3271 240.23 8.00 112.00 1.00 35.18 0.22 0.01 3350 202.92 12.00 112.00 1.00 242.98 0.69 0.05 3020 137.12 12.00 114.00 1.00 145.63 0.41 0.01 3025 8.85 12.00 114.00 1.00 45.82 0.13 0.00 3030 835.53 12.00 114.00 1.00 50.03 0.14 0.01 2965 550.31 8.00 117.00 1.00 19.15 0.12 0.01 3465 1021.10 6.00 112.00 1.00 126.91 1.44 2.18 3190 416.75 6.00 112.00 1.00 35.57 0.40 0.08 3324 236.08 8.00 112.00 1.00 102.75 0.66 0.08 3325 564.23 12.00 108.00 1.00 84.31 0.24 0.02 3330 390.97 12.00 108.00 1.00 127.21 0.36 0.03 3335 375.35 12.00 112.00 1.00 87.90 0.25 0.01 3340 203.30 6.00 112.00 1.00 44.12 0.50 0.06 3345 481.36 6.00 112.00 1.00 23.31 0.26 0.04 3015 1078.33 10.00 112.00 1.00 176.90 0.72 0.33 3355 478.46 6.00 112.00 1.00 21.92 0.25 0.04 3360 372.80 12.00 112.00 1.00 230.85 0.65 0.08 3365 480.06 12.00 112.00 1.00 221.56 0.63 0.10 3370 384.81 8.00 112.00 1.00 140.66 0.90 0.24 3375 371.71 12.00 108.00 1.00 71.90 0.20 0.01 3380 481.05 6.00 112.00 1.00 66.75 0.76 0.31 3385 388.05 8.00 110.00 1.00 86.13 0.55 0.10 3460 364.45 8.00 120.00 1.00 36.55 0.23 0.02 3395 940.67 8.00 110.00 1.00 102.50 0.65 0.34 3400 445.80 10.00 112.00 1.00 267.25 1.09 0.31 3405 496.98 10.00 112.00 1.00 371.82 1.52 0.65 3410 429.42 8.00 112.00 1.00 11.67 0.07 0.00 3415 613.83 10.00 112.00 1.00 483.83 1.98 1.30 3010 811.02 12.00 112.00 1.00 188.42 0.53 0.12 3275 90.37 10.00 112.00 1.00 117.26 0.48 0.01 2695 772.42 8.00 110.00 1.00 90.66 0.58 0.23 1465 442.70 8.00 112.00 1.00 29.10 0.19 0.02 3675 465.47 8.00 110.00 1.00 51.29 0.33 0.05 3680 360.34 10.00 110.00 1.00 6.48 0.03 0.00 3685 330.09 8.00 110.00 1.00 18.64 0.12 0.01 3690 339.74 6.00 110.00 1.00 31.66 0.36 0.06 3695 708.90 6.00 110.00 1.00 23.20 0.26 0.07 3705 473.52 12.00 116.00 1.00 24.58 0.07 0.00 3710 656.09 14.00 112.00 1.00 484.02 1.01 0.27 3715 938.86 14.00 112.00 1.00 438.04 0.91 0.32 3720 599.48 12.00 116.00 1.00 16.86 0.05 0.00 3730 570.32 6.00 110.00 1.00 8.01 0.09 0.01 3735 676.15 6.00 110.00 1.00 9.46 0.11 0.01 3740 690.02 6.00 110.00 1.00 10.29 0.12 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 3745 658.66 12.00 116.00 1.00 1.17 0.00 0.00 3485 254.61 8.00 108.00 1.00 231.44 1.48 0.44 3490 686.13 10.00 112.00 1.00 448.22 1.83 1.26 3495 709.16 6.00 110.00 1.00 31.35 0.36 0.12 3500 641.82 6.00 110.00 1.00 194.04 2.20 3.11 3505 862.61 6.00 110.00 1.00 80.00 0.91 0.81 3510 216.95 6.00 110.00 1.00 39.85 0.45 0.06 3515 710.41 10.00 112.00 1.00 567.34 2.32 2.02 3520 320.67 6.00 110.00 1.00 19.90 0.23 0.02 3525 150.15 6.00 110.00 1.00 104.47 1.19 0.23 3530 678.47 6.00 110.00 1.00 115.87 1.31 1.27 3535 332.14 6.00 110.00 1.00 29.18 0.33 0.05 3670 191.59 8.00 110.00 1.00 25.70 0.16 0.01 3540 1003.88 8.00 110.00 1.00 50.55 0.32 0.10 4450 1482.21 12.00 111.00 1.00 5.55 0.02 0.00 4465 2225.13 36.00 120.00 1.00 3634.68 1.15 0.33 4470 752.94 20.00 112.00 1.00 141.59 0.14 0.01 4475 436.04 8.00 117.00 1.00 149.19 0.95 0.28 4480 679.65 8.00 117.00 1.00 77.18 0.49 0.13 4485 371.73 12.00 117.00 1.00 77.09 0.22 0.01 3480 792.32 6.00 112.00 1.00 42.91 0.49 0.23 4435 1027.02 36.00 120.00 1.00 3636.95 1.15 0.15 3750 1539.32 12.00 114.00 1.00 218.01 0.62 0.29 3625 11.59 14.00 114.00 1.00 990.36 2.06 0.02 3630 386.59 12.00 114.00 1.00 990.36 2.81 1.23 3635 341.52 8.00 110.00 1.00 64.56 0.41 0.05 3640 1326.75 12.00 114.00 1.00 691.93 1.96 2.17 3645 1627.91 10.00 114.00 1.00 474.38 1.94 3.21 3650 1614.15 8.00 114.00 1.00 48.87 0.31 0.14 3655 239.37 6.00 110.00 1.00 26.10 0.30 0.03 3660 324.88 6.00 110.00 1.00 9.02 0.10 0.01 3665 496.15 6.00 110.00 1.00 44.30 0.50 0.16 3541 223.63 12.00 110.00 1.00 62.48 0.18 0.00 4430 216.84 12.00 120.00 1.00 160.94 0.46 0.02 4040 169.95 6.00 112.00 1.00 56.55 0.64 0.08 4050 174.60 12.00 112.00 1.00 296.31 0.84 0.06 3985 491.20 12.00 100.00 1.00 144.52 0.41 0.06 3990 157.88 8.00 112.00 1.00 133.55 0.85 0.09 3995 382.97 6.00 112.00 1.00 76.27 0.87 0.32 4000 492.68 12.00 112.00 1.00 310.05 0.88 0.19 4005 481.60 12.00 112.00 1.00 319.89 0.91 0.19 4010 376.08 6.00 112.00 1.00 55.26 0.63 0.17 4015 482.07 6.00 112.00 1.00 36.98 0.42 0.10 4020 492.28 8.00 112.00 1.00 51.00 0.33 0.05 4025 206.55 6.00 112.00 1.00 63.03 0.72 0.12 4030 481.36 10.00 116.00 1.00 79.36 0.32 0.03 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 4035 494.66 10.00 112.00 1.00 80.06 0.33 0.04 3975 193.39 10.00 112.00 1.00 162.77 0.66 0.05 4045 476.62 6.00 112.00 1.00 12.34 0.14 0.01 3980 380.06 6.00 112.00 1.00 70.47 0.80 0.27 3760 786.16 10.00 116.00 1.00 343.12 1.40 0.82 3905 338.91 6.00 110.00 1.00 23.84 0.27 0.03 3765 426.18 10.00 116.00 1.00 303.83 1.24 0.36 3770 927.06 10.00 116.00 1.00 470.16 1.92 1.74 3775 1783.67 18.00 110.00 1.00 0.00 0.00 0.00 3780 278.52 8.00 112.00 1.00 640.65 4.09 2.94 3785 540.46 4.00 120.00 1.00 103.92 2.65 5.06 3790 92.24 8.00 120.00 1.00 94.87 0.61 0.02 3795 549.70 14.00 112.00 1.00 928.78 1.94 0.76 3800 412.84 14.00 112.00 1.00 1074.43 2.24 0.74 2885 101.86 6.00 112.00 0.00 0.00 0.00 0.00 3420 566.54 8.00 120.00 0.00 0.00 0.00 0.00 3696 620.83 6.00 110.00 0.00 0.00 0.00 0.00 3536 617.17 6.00 110.00 0.00 0.00 0.00 0.00 4445 423.22 12.00 125.00 0.00 0.00 0.00 0.00 3615 108.82 12.00 130.00 0.00 0.00 0.00 0.00 3620 147.89 4.00 130.00 0.00 0.00 0.00 0.00 3805 257.43 8.00 112.00 1.00 132.90 0.85 0.15 3970 428.91 6.00 112.00 1.00 57.91 0.66 0.21 3810 689.06 6.00 112.00 1.00 129.47 1.47 1.53 3544 306.66 6.00 110.00 1.00 284.47 3.23 3.02 3550 9.12 10.00 112.00 1.00 204.70 0.84 0.00 3555 677.98 6.00 116.00 1.00 9.54 0.11 0.01 3560 667.32 10.00 114.00 1.00 99.65 0.41 0.07 3565 569.51 8.00 116.00 1.00 5.16 0.03 0.00 3570 637.98 10.00 114.00 1.00 31.59 0.13 0.01 3580 1205.94 14.00 105.00 1.00 1.67 0.00 0.00 3585 101.04 10.00 114.00 1.00 478.98 1.96 0.20 3590 335.43 10.00 114.00 1.00 29.69 0.12 0.00 3545 364.36 8.00 100.00 1.00 292.50 1.87 1.11 4055 358.34 12.00 112.00 1.00 306.96 0.87 0.13 3755 928.62 12.00 114.00 1.00 412.83 1.17 0.58 3910 755.63 8.00 112.00 1.00 84.38 0.54 0.19 3915 216.32 10.00 112.00 1.00 246.46 1.01 0.13 3920 756.78 6.00 112.00 1.00 17.01 0.19 0.04 3925 814.71 6.00 100.00 1.00 53.67 0.61 0.44 3930 642.88 12.00 112.00 1.00 256.08 0.73 0.17 3935 290.88 10.00 112.00 1.00 292.41 1.19 0.24 3940 545.19 12.00 120.00 1.00 666.30 1.89 0.76 3945 359.77 8.00 120.00 1.00 214.71 1.37 0.44 3950 242.48 12.00 120.00 1.00 441.70 1.25 0.16 3955 389.50 12.00 120.00 1.00 458.08 1.30 0.27 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 3960 368.81 12.00 112.00 1.00 361.20 1.02 0.19 3965 546.13 8.00 120.00 1.00 23.09 0.15 0.01 3605 73.24 14.00 130.00 1.00 0.00 0.00 0.00 4425 889.12 10.00 116.00 1.00 62.25 0.25 0.04 3815 686.25 6.00 112.00 1.00 22.22 0.25 0.06 4075 142.80 10.00 112.00 1.00 243.49 0.99 0.08 4315 494.78 6.00 114.00 1.00 16.36 0.19 0.02 4320 339.91 6.00 112.00 1.00 30.08 0.34 0.05 4325 279.70 10.00 114.00 1.00 94.72 0.39 0.03 4330 185.86 6.00 112.00 1.00 25.47 0.29 0.02 4335 453.06 6.00 112.00 1.00 3.33 0.04 0.00 4340 472.72 10.00 112.00 1.00 51.13 0.21 0.02 4345 200.26 10.00 114.00 1.00 58.57 0.24 0.01 4350 416.65 10.00 114.00 1.00 62.29 0.25 0.02 4355 704.49 10.00 114.00 1.00 46.24 0.19 0.02 4295 476.32 8.00 114.00 1.00 12.59 0.08 0.00 4070 218.97 10.00 112.00 1.00 212.40 0.87 0.10 4220 501.37 10.00 114.00 1.00 133.76 0.55 0.09 4310 337.34 10.00 114.00 1.00 128.56 0.53 0.06 4080 490.39 6.00 112.00 1.00 17.59 0.20 0.03 4085 288.04 10.00 112.00 1.00 69.58 0.28 0.02 4095 470.35 8.00 114.00 1.00 9.04 0.06 0.00 4100 101.06 6.00 113.00 1.00 13.45 0.15 0.00 4105 298.25 8.00 113.00 1.00 31.34 0.20 0.01 4110 442.52 10.00 112.00 1.00 102.02 0.42 0.05 4115 63.47 6.00 112.00 1.00 10.54 0.12 0.00 4120 872.26 6.00 114.00 1.00 6.65 0.08 0.01 4125 524.50 8.00 114.00 1.00 17.88 0.11 0.01 4130 361.01 8.00 114.00 1.00 7.04 0.04 0.00 4135 348.39 6.00 112.00 1.00 15.78 0.18 0.02 4140 180.59 6.00 112.00 1.00 10.35 0.12 0.00 4215 476.84 10.00 108.00 1.00 172.03 0.70 0.16 4305 759.78 8.00 114.00 1.00 12.23 0.08 0.01 4150 195.95 10.00 114.00 1.00 32.12 0.13 0.00 4230 476.30 6.00 112.00 1.00 35.04 0.40 0.09 2711 201.63 8.00 112.00 1.00 97.52 0.62 0.06 2715 978.56 10.00 112.00 1.00 124.84 0.51 0.17 2720 619.84 10.00 112.00 1.00 188.06 0.77 0.23 2725 512.37 6.00 112.00 1.00 20.42 0.23 0.04 2730 924.22 12.00 116.00 1.00 163.75 0.46 0.10 2735 464.70 12.00 112.00 1.00 174.43 0.49 0.06 2675 26.75 6.00 114.00 1.00 33.28 0.38 0.00 4650 422.23 16.00 115.00 1.00 464.75 0.74 0.08 3475 411.91 6.00 112.00 1.00 57.39 0.65 0.20 4065 18.45 10.00 112.00 1.00 137.27 0.56 0.00 4365 223.92 6.00 114.00 1.00 9.75 0.11 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 4225 416.78 6.00 112.00 1.00 4.08 0.05 0.00 2710 994.42 8.00 112.00 1.00 111.03 0.71 0.41 4235 253.77 6.00 112.00 1.00 8.16 0.09 0.00 4240 481.34 6.00 112.00 1.00 39.28 0.45 0.12 4245 499.86 6.00 116.00 1.00 18.29 0.21 0.03 4250 482.47 8.00 112.00 1.00 96.75 0.62 0.15 4255 238.68 10.00 114.00 1.00 131.16 0.54 0.04 4260 452.31 10.00 114.00 1.00 33.35 0.14 0.01 4265 230.53 6.00 112.00 1.00 29.80 0.34 0.03 4270 258.19 10.00 114.00 1.00 52.90 0.22 0.01 4275 472.00 6.00 112.00 1.00 30.84 0.35 0.07 4280 497.68 10.00 114.00 1.00 39.48 0.16 0.01 4285 475.22 8.00 112.00 1.00 73.76 0.47 0.09 4290 363.65 10.00 114.00 1.00 158.36 0.65 0.09 4360 608.62 6.00 114.00 1.00 9.79 0.11 0.01 4300 367.19 6.00 112.00 1.00 37.10 0.42 0.08 4155 484.54 10.00 114.00 1.00 58.58 0.24 0.02 2705 1126.39 10.00 110.00 1.00 124.38 0.51 0.20 4375 3626.08 21.00 114.00 1.00 2200.00 2.04 3.31 4585 372.73 8.00 116.00 1.00 97.84 0.62 0.11 4590 319.62 8.00 116.00 1.00 98.33 0.63 0.10 4595 538.83 8.00 116.00 1.00 0.44 0.00 0.00 4600 384.71 8.00 116.00 1.00 41.56 0.27 0.02 4605 369.70 8.00 116.00 1.00 7.19 0.05 0.00 4610 249.10 8.00 116.00 1.00 34.37 0.22 0.01 4615 799.37 24.00 120.00 1.00 1645.60 1.17 0.20 4620 195.54 10.00 114.00 1.00 483.25 1.97 0.40 4625 99.51 16.00 120.00 1.00 470.86 0.75 0.02 4630 801.13 8.00 117.00 1.00 2.54 0.02 0.00 4635 861.62 8.00 116.00 1.00 70.80 0.45 0.14 4575 578.02 18.00 115.00 1.00 906.80 1.14 0.21 4580 172.94 18.00 115.00 1.00 97.80 0.12 0.00 4500 521.08 20.00 112.00 1.00 4.40 0.00 0.00 4376 75.15 21.00 114.00 1.00 3464.95 3.21 0.16 4377 408.61 42.00 120.00 1.00 3727.08 0.86 0.03 4378 89.98 42.00 120.00 1.00 3727.08 0.86 0.01 4380 1071.94 42.00 120.00 1.00 3727.08 0.86 0.08 4381 178.54 21.00 114.00 1.00 3464.95 3.21 0.38 4390 4386.89 27.00 120.00 1.00 3726.27 2.09 2.77 4395 538.21 12.00 117.00 1.00 156.18 0.44 0.05 4400 465.78 24.00 120.00 1.00 3498.83 2.48 0.46 4405 247.89 24.00 120.00 1.00 3637.95 2.58 0.27 4410 441.44 36.00 120.00 1.00 3637.15 1.15 0.07 4640 435.66 8.00 116.00 1.00 66.62 0.43 0.07 4505 56.27 24.00 120.00 1.00 55.56 0.04 0.00 4170 468.75 6.00 114.00 1.00 19.48 0.22 0.03 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 4175 503.90 12.00 114.00 1.00 183.12 0.52 0.07 4180 888.47 10.00 114.00 1.00 57.50 0.23 0.04 4185 200.05 10.00 114.00 1.00 140.68 0.57 0.04 4190 610.10 10.00 114.00 1.00 146.58 0.60 0.14 4195 303.48 8.00 114.00 1.00 5.47 0.03 0.00 4200 260.27 8.00 114.00 1.00 53.47 0.34 0.03 4205 482.19 6.00 112.00 1.00 45.03 0.51 0.15 4210 500.59 8.00 112.00 1.00 59.15 0.38 0.06 4145 766.64 10.00 114.00 1.00 44.98 0.18 0.02 4645 286.42 10.00 115.00 1.00 66.62 0.27 0.01 4370 491.01 6.00 114.00 1.00 7.49 0.08 0.01 4165 504.12 8.00 114.00 1.00 24.41 0.16 0.01 4510 409.93 12.00 115.00 1.00 55.56 0.16 0.01 4515 707.47 12.00 120.00 1.00 22.89 0.06 0.00 4520 130.39 12.00 115.00 1.00 18.69 0.05 0.00 4525 836.09 12.00 115.00 1.00 6.14 0.02 0.00 4530 431.16 8.00 116.00 1.00 2.15 0.01 0.00 4535 626.15 8.00 116.00 1.00 2.79 0.02 0.00 4540 1384.10 10.00 116.00 1.00 14.68 0.06 0.00 4545 927.45 10.00 116.00 1.00 22.25 0.09 0.01 4550 314.94 12.00 115.00 1.00 41.73 0.12 0.00 4555 1186.54 10.00 130.00 1.00 140.55 0.57 0.19 4560 2277.32 24.00 120.00 1.00 1021.81 0.72 0.24 4565 231.84 18.00 115.00 1.00 1065.88 1.34 0.12 4570 88.67 18.00 115.00 1.00 1005.12 1.27 0.04 4160 190.31 6.00 112.00 1.00 17.23 0.20 0.01 4490 643.13 8.00 117.00 1.00 73.71 0.47 0.11 2700 825.60 12.00 110.00 1.00 145.67 0.41 0.08 3820 664.07 14.00 110.00 1.00 1005.25 2.10 1.09 4880 431.87 16.00 116.00 1.00 1079.11 1.72 0.38 4945 84.36 16.00 117.00 1.00 290.03 0.46 0.01 4885 373.67 8.00 120.00 1.00 1.35 0.01 0.00 4890 104.65 8.00 120.00 1.00 152.65 0.97 0.07 4895 706.91 8.00 120.00 1.00 58.71 0.37 0.08 4900 416.13 8.00 120.00 1.00 97.16 0.62 0.12 4905 350.85 8.00 120.00 1.00 58.71 0.37 0.04 4910 365.08 16.00 116.00 1.00 928.24 1.48 0.25 4915 268.49 16.00 117.00 1.00 247.04 0.39 0.02 4920 101.91 8.00 116.00 1.00 155.88 0.99 0.07 4925 226.07 16.00 117.00 1.00 394.23 0.63 0.03 4930 397.47 30.00 120.00 1.00 6982.89 3.17 0.49 4935 434.10 12.00 116.00 1.00 213.91 0.61 0.08 4940 1319.84 30.00 120.00 1.00 5284.16 2.40 0.98 4875 936.24 8.00 120.00 1.00 44.45 0.28 0.06 4670 208.24 18.00 115.00 1.00 956.67 1.21 0.08 4805 198.76 8.00 116.00 1.00 78.11 0.50 0.04 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 4675 48.65 18.00 115.00 1.00 827.51 1.04 0.02 4680 464.99 10.00 120.00 1.00 2.41 0.01 0.00 4685 254.55 16.00 115.00 1.00 495.15 0.79 0.05 4690 781.92 14.00 120.00 1.00 60.22 0.13 0.01 4691 402.35 8.00 120.00 1.00 55.52 0.35 0.04 4695 1061.00 10.00 120.00 1.00 55.52 0.23 0.04 4700 302.50 10.00 115.00 1.00 54.69 0.22 0.01 4705 52.21 16.00 115.00 1.00 523.82 0.84 0.01 4710 480.32 16.00 115.00 1.00 434.94 0.69 0.08 4715 711.48 10.00 115.00 1.00 90.46 0.37 0.06 4720 501.64 16.00 115.00 1.00 578.52 0.92 0.14 4870 787.48 8.00 120.00 1.00 44.45 0.28 0.05 4725 93.15 20.00 120.00 1.00 2105.83 2.15 0.09 6955 525.97 8.00 116.00 1.00 80.18 0.51 0.11 5610 551.86 10.00 111.00 1.00 123.18 0.50 0.09 5615 733.51 8.00 115.00 1.00 41.23 0.26 0.05 5620 361.82 6.00 115.00 1.00 32.43 0.37 0.06 5625 520.06 8.00 115.00 1.00 22.34 0.14 0.01 5630 703.19 8.00 115.00 1.00 46.37 0.30 0.05 5635 773.50 12.00 90.00 1.00 323.69 0.92 0.48 5640 393.49 10.00 90.00 1.00 293.49 1.20 0.49 5645 299.90 10.00 90.00 1.00 267.81 1.09 0.32 5650 49.28 10.00 115.00 1.00 149.45 0.61 0.01 5655 206.11 6.00 115.00 1.00 40.58 0.46 0.05 5660 1190.85 6.00 115.00 1.00 20.22 0.23 0.08 5665 786.07 6.00 115.00 1.00 25.30 0.29 0.08 5600 122.23 10.00 111.00 1.00 98.97 0.40 0.01 5605 654.97 10.00 111.00 1.00 91.93 0.38 0.07 5250 220.54 8.00 115.00 1.00 1.81 0.01 0.00 4950 85.71 16.00 117.00 1.00 664.67 1.06 0.03 4810 371.05 8.00 116.00 1.00 76.23 0.49 0.07 4815 571.60 8.00 116.00 1.00 75.40 0.48 0.11 4820 359.70 8.00 116.00 1.00 3.71 0.02 0.00 4825 320.00 16.00 116.00 1.00 900.69 1.44 0.20 4830 336.38 10.00 117.00 1.00 111.76 0.46 0.04 4835 199.26 16.00 116.00 1.00 915.95 1.46 0.13 4840 49.50 16.00 116.00 1.00 963.88 1.54 0.04 4845 644.17 10.00 117.00 1.00 111.99 0.46 0.08 4850 697.05 10.00 117.00 1.00 111.62 0.46 0.09 4855 53.51 16.00 116.00 1.00 1016.88 1.62 0.04 4860 163.14 16.00 116.00 1.00 1034.54 1.65 0.13 4865 307.36 8.00 120.00 1.00 43.60 0.28 0.02 4730 67.09 20.00 100.00 1.00 4072.02 4.16 0.31 5670 1644.61 6.00 70.00 1.00 15.93 0.18 0.17 5175 143.46 18.00 116.00 1.00 770.06 0.97 0.04 5240 180.74 8.00 115.00 1.00 79.32 0.51 0.04 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 5180 227.39 18.00 116.00 1.00 642.29 0.81 0.04 5185 436.21 10.00 120.00 1.00 81.55 0.33 0.03 5190 611.04 10.00 120.00 1.00 81.55 0.33 0.04 5195 173.96 18.00 116.00 1.00 852.61 1.07 0.06 5200 285.96 8.00 117.00 1.00 12.87 0.08 0.00 5205 241.50 8.00 117.00 1.00 15.14 0.10 0.00 5210 327.38 8.00 117.00 1.00 0.00 0.00 0.00 5215 377.10 8.00 117.00 1.00 15.54 0.10 0.00 5220 256.01 8.00 117.00 1.00 99.06 0.63 0.08 5225 405.13 8.00 116.00 1.00 114.57 0.73 0.17 5230 204.67 8.00 116.00 1.00 63.16 0.40 0.03 5235 332.87 8.00 116.00 1.00 53.63 0.34 0.03 5170 654.32 18.00 116.00 1.00 782.14 0.99 0.18 4960 173.30 10.00 120.00 1.00 43.25 0.18 0.00 5100 255.03 8.00 120.00 1.00 65.34 0.42 0.03 4965 666.36 10.00 120.00 1.00 3.86 0.02 0.00 4970 506.94 10.00 120.00 1.00 3.86 0.02 0.00 4975 802.79 10.00 120.00 1.00 3.86 0.02 0.00 4980 275.37 10.00 120.00 1.00 11.19 0.05 0.00 4985 158.67 10.00 120.00 1.00 21.70 0.09 0.00 4990 76.30 10.00 120.00 1.00 21.70 0.09 0.00 4995 216.52 16.00 117.00 1.00 677.09 1.08 0.08 5000 169.69 16.00 117.00 1.00 642.49 1.03 0.06 5005 104.39 10.00 117.00 1.00 39.14 0.16 0.00 5010 122.55 10.00 117.00 1.00 2.69 0.01 0.00 5015 120.11 8.00 120.00 1.00 0.93 0.01 0.00 5165 228.47 12.00 116.00 1.00 185.90 0.53 0.03 5020 767.40 8.00 120.00 1.00 34.60 0.22 0.03 4735 134.63 20.00 100.00 1.00 1966.19 2.01 0.16 4745 71.98 30.00 112.00 1.00 0.00 0.00 0.00 4750 678.25 30.00 120.00 1.00 0.00 0.00 0.00 4751 57.74 8.00 112.00 1.00 0.00 0.00 0.00 4755 84.44 30.00 120.00 1.00 1261.64 0.57 0.00 4760 1463.05 30.00 120.00 1.00 6773.99 3.07 1.71 4765 1461.86 16.00 117.00 1.00 1261.64 2.01 1.71 4770 82.24 16.00 117.00 1.00 213.01 0.34 0.00 4775 1642.58 30.00 120.00 1.00 6982.89 3.17 2.04 4780 218.48 16.00 116.00 1.00 995.70 1.59 0.17 4785 717.35 8.00 120.00 1.00 64.01 0.41 0.09 4790 793.63 8.00 120.00 1.00 64.89 0.41 0.11 4795 32.63 16.00 116.00 1.00 971.72 1.55 0.02 4740 172.20 20.00 100.00 1.00 1645.60 1.68 0.15 5245 397.23 8.00 115.00 1.00 22.98 0.15 0.01 4955 214.84 10.00 117.00 1.00 64.95 0.27 0.01 5105 278.45 16.00 116.00 1.00 572.22 0.91 0.08 5110 146.06 16.00 116.00 1.00 543.75 0.87 0.04 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 5115 43.52 16.00 116.00 1.00 542.04 0.86 0.01 5120 859.84 8.00 120.00 1.00 38.29 0.24 0.04 5125 765.10 8.00 120.00 1.00 29.87 0.19 0.02 5130 276.79 16.00 120.00 1.00 503.19 0.80 0.06 5135 367.52 8.00 116.00 1.00 1.71 0.01 0.00 5140 504.44 16.00 120.00 1.00 531.01 0.85 0.11 5145 304.61 16.00 120.00 1.00 351.75 0.56 0.03 5150 153.96 16.00 120.00 1.00 351.16 0.56 0.02 5155 102.98 12.00 120.00 1.00 317.20 0.90 0.04 5160 303.92 12.00 116.00 1.00 131.29 0.37 0.02 4800 135.72 16.00 116.00 1.00 990.99 1.58 0.10 5595 1288.46 12.00 117.00 1.00 283.18 0.80 0.38 5025 546.39 8.00 120.00 1.00 34.60 0.22 0.02 5510 309.17 12.00 110.00 1.00 25.62 0.07 0.00 5450 325.95 12.00 120.00 1.00 548.87 1.56 0.32 5455 940.20 12.00 112.00 1.00 335.55 0.95 0.42 5515 967.65 10.00 111.00 1.00 212.32 0.87 0.45 5465 547.58 10.00 116.00 1.00 173.17 0.71 0.16 5470 75.34 10.00 116.00 1.00 150.18 0.61 0.02 5475 16.43 8.00 117.00 1.00 135.96 0.87 0.01 5480 747.57 8.00 116.00 1.00 22.99 0.15 0.02 5485 607.45 8.00 116.00 1.00 14.65 0.09 0.01 5490 94.25 10.00 116.00 1.00 110.91 0.45 0.01 5495 132.08 10.00 100.00 1.00 50.54 0.21 0.01 5500 442.29 6.00 116.00 1.00 60.38 0.69 0.22 5503 259.76 10.00 116.00 1.00 11.47 0.05 0.00 5505 1457.71 10.00 120.00 1.00 369.06 1.51 1.64 5445 366.25 10.00 120.00 1.00 955.88 3.90 2.41 5511 146.97 12.00 110.00 1.00 0.00 0.00 0.00 5460 1448.90 10.00 120.00 1.00 395.53 1.62 1.86 5260 217.36 8.00 116.00 1.00 26.22 0.17 0.01 5265 448.47 8.00 116.00 1.00 30.09 0.19 0.02 5270 235.56 8.00 116.00 1.00 32.74 0.21 0.01 5275 243.22 18.00 116.00 1.00 513.04 0.65 0.03 5281 25.56 10.00 120.00 1.00 0.00 0.00 0.00 5290 1192.65 14.00 117.00 1.00 32.90 0.07 0.00 5295 357.25 18.00 120.00 1.00 283.38 0.36 0.01 5300 283.18 18.00 120.00 1.00 205.86 0.26 0.01 5440 1735.89 10.00 120.00 1.00 601.32 2.46 4.84 5305 409.99 10.00 120.00 1.00 4.61 0.02 0.00 8640 19.81 12.00 113.00 1.00 310.67 0.88 0.01 8645 587.13 12.00 113.00 1.00 12.90 0.04 0.00 8575 39.10 14.00 112.00 1.00 289.25 0.60 0.01 8580 111.11 8.00 112.00 1.00 19.88 0.13 0.00 8585 415.11 8.00 112.00 1.00 17.10 0.11 0.01 8590 498.42 6.00 110.00 1.00 39.00 0.44 0.12 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 8595 739.78 14.00 110.00 1.00 297.06 0.62 0.12 8600 87.16 14.00 110.00 1.00 343.40 0.72 0.02 8605 248.04 8.00 110.00 1.00 86.37 0.55 0.06 8615 394.30 12.00 110.00 1.00 237.37 0.67 0.09 8620 956.79 8.00 113.00 1.00 73.85 0.47 0.18 8625 476.46 8.00 113.00 1.00 5.53 0.04 0.00 8630 691.50 16.00 120.00 1.00 429.77 0.69 0.10 8635 705.32 16.00 120.00 1.00 442.95 0.71 0.11 8565 43.76 8.00 112.00 1.00 22.74 0.15 0.00 8570 49.06 8.00 112.00 1.00 29.94 0.19 0.00 4665 365.70 12.00 115.00 1.00 32.05 0.09 0.00 5255 513.99 8.00 115.00 1.00 20.83 0.13 0.01 5520 227.76 10.00 111.00 1.00 152.64 0.62 0.06 5401 9.45 16.00 120.00 1.00 0.00 0.00 0.00 5425 518.99 16.00 100.00 1.00 730.18 1.17 0.29 5430 4.28 10.00 120.00 1.00 0.00 0.00 0.00 5435 2402.60 16.00 100.00 1.00 1038.39 1.66 2.61 5310 538.80 8.00 120.00 1.00 0.58 0.00 0.00 8550 788.31 12.00 112.00 1.00 50.07 0.14 0.01 5745 1502.06 10.00 120.00 1.00 11.41 0.05 0.00 5740 259.11 10.00 120.00 1.00 33.75 0.14 0.00 5530 548.54 8.00 111.00 1.00 24.71 0.16 0.01 5675 257.51 6.00 90.00 0.00 0.00 0.00 0.00 5535 1119.44 10.00 111.00 1.00 171.69 0.70 0.35 5540 685.43 12.00 112.00 1.00 431.08 1.22 0.48 5545 1244.22 12.00 117.00 1.00 197.89 0.56 0.19 5550 1382.08 12.00 117.00 1.00 172.47 0.49 0.16 5555 1219.21 12.00 112.00 1.00 212.61 0.60 0.23 5560 492.52 6.00 110.00 1.00 7.84 0.09 0.01 5565 98.21 8.00 117.00 1.00 19.25 0.12 0.00 5570 364.44 10.00 117.00 1.00 6.07 0.02 0.00 5575 460.52 12.00 117.00 1.00 150.46 0.43 0.04 5580 1011.05 12.00 117.00 1.00 148.11 0.42 0.09 5735 92.76 10.00 120.00 1.00 33.75 0.14 0.00 5585 1948.03 12.00 112.00 1.00 187.49 0.53 0.29 5330 837.29 16.00 117.00 1.00 212.25 0.34 0.04 5335 122.95 10.00 120.00 1.00 19.87 0.08 0.00 5340 568.36 10.00 120.00 1.00 20.24 0.08 0.00 5345 216.23 10.00 120.00 1.00 0.37 0.00 0.00 5350 50.09 16.00 117.00 1.00 899.34 1.44 0.03 5355 1494.10 18.00 117.00 1.00 1337.14 1.69 1.09 5356 29.31 18.00 117.00 1.00 1337.13 1.69 0.02 5320 550.54 10.00 120.00 1.00 0.00 0.00 0.00 5325 266.50 16.00 120.00 1.00 607.76 0.97 0.08 5525 1057.94 8.00 111.00 1.00 31.82 0.20 0.04 5680 300.81 6.00 90.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 5685 783.99 6.00 90.00 1.00 29.83 0.34 0.17 5690 526.62 6.00 60.00 1.00 21.43 0.24 0.13 5695 2196.57 6.00 115.00 1.00 54.53 0.62 0.93 5705 934.96 12.00 90.00 1.00 19.39 0.05 0.00 5710 272.26 6.00 90.00 1.00 20.14 0.23 0.03 5715 270.88 6.00 90.00 1.00 14.81 0.17 0.02 5720 32.11 6.00 90.00 1.00 5.34 0.06 0.00 5725 892.94 6.00 60.00 1.00 17.91 0.20 0.16 5730 1854.96 6.00 115.00 1.00 54.53 0.62 0.79 5315 507.08 16.00 120.00 1.00 722.54 1.15 0.20 5590 200.94 12.00 117.00 1.00 143.21 0.41 0.02 5099 147.57 10.00 116.00 1.00 62.67 0.26 0.01 8540 36.79 8.00 112.00 1.00 34.03 0.22 0.00 6065 51.78 10.00 115.00 1.00 291.97 1.19 0.04 6075 160.39 10.00 115.00 1.00 103.00 0.42 0.02 6080 722.94 8.00 115.00 1.00 15.63 0.10 0.01 6085 320.65 8.00 115.00 1.00 11.10 0.07 0.00 6140 357.54 12.00 113.00 1.00 325.61 0.92 0.15 6135 309.84 12.00 113.00 1.00 388.70 1.10 0.18 6130 528.74 8.00 116.00 1.00 6.52 0.04 0.00 6090 278.17 8.00 115.00 1.00 29.18 0.19 0.01 6125 360.32 8.00 116.00 1.00 3.46 0.02 0.00 6120 159.83 8.00 116.00 1.00 2.44 0.02 0.00 6115 578.32 8.00 116.00 1.00 3.45 0.02 0.00 6110 411.07 10.00 116.00 1.00 53.17 0.22 0.01 6095 914.85 8.00 115.00 1.00 6.30 0.04 0.00 6070 248.74 12.00 113.00 1.00 139.00 0.39 0.02 5830 761.32 16.00 116.00 1.00 276.81 0.44 0.05 5985 453.83 10.00 115.00 1.00 14.35 0.06 0.00 5835 199.40 16.00 116.00 1.00 278.07 0.44 0.01 5840 43.63 16.00 116.00 1.00 278.83 0.44 0.00 5845 377.60 16.00 116.00 1.00 213.39 0.34 0.02 5850 55.16 16.00 116.00 1.00 232.84 0.37 0.00 5855 427.66 10.00 120.00 1.00 63.15 0.26 0.02 5860 478.76 10.00 120.00 1.00 52.41 0.21 0.01 5865 384.39 8.00 120.00 1.00 8.95 0.06 0.00 5870 821.80 8.00 120.00 1.00 18.22 0.12 0.01 5875 495.51 8.00 120.00 1.00 18.06 0.12 0.01 5880 246.23 16.00 116.00 1.00 246.52 0.39 0.01 5885 332.61 10.00 120.00 1.00 0.76 0.00 0.00 6105 404.84 10.00 115.00 1.00 159.57 0.65 0.10 5890 347.13 16.00 116.00 1.00 303.74 0.48 0.03 5991 384.03 10.00 115.00 1.00 203.49 0.83 0.16 6765 862.34 12.00 120.00 1.00 128.68 0.37 0.06 6770 212.06 10.00 108.00 1.00 39.05 0.16 0.00 6775 317.80 8.00 130.00 1.00 57.44 0.37 0.03 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 6780 334.92 16.00 130.00 1.00 106.35 0.17 0.00 6785 444.16 16.00 130.00 1.00 143.27 0.23 0.01 6790 211.43 8.00 130.00 1.00 10.14 0.06 0.00 6795 60.14 8.00 130.00 1.00 6.30 0.04 0.00 6100 833.42 10.00 115.00 1.00 110.32 0.45 0.11 5990 82.46 10.00 115.00 1.00 204.04 0.83 0.03 5995 1236.74 16.00 115.00 1.00 616.99 0.98 0.40 6000 265.16 16.00 115.00 1.00 589.81 0.94 0.08 6005 769.60 8.00 113.00 1.00 40.53 0.26 0.05 6010 740.19 8.00 120.00 1.00 34.08 0.22 0.03 6015 369.00 16.00 113.00 1.00 635.96 1.01 0.13 6020 118.00 12.00 120.00 1.00 182.57 0.52 0.01 6025 626.93 16.00 113.00 1.00 582.08 0.93 0.19 6030 410.75 12.00 108.00 1.00 187.61 0.53 0.07 6035 438.66 10.00 90.00 1.00 180.33 0.74 0.22 6040 2370.44 16.00 113.00 1.00 874.19 1.39 1.50 6045 71.82 16.00 113.00 1.00 785.45 1.25 0.04 6050 3023.53 12.00 110.00 1.00 371.48 1.05 1.67 6055 53.03 12.00 120.00 1.00 94.16 0.27 0.00 6060 129.47 12.00 110.00 1.00 460.23 1.31 0.11 5895 628.36 16.00 116.00 1.00 222.31 0.35 0.03 6205 858.57 10.00 115.00 1.00 56.11 0.23 0.03 6330 432.92 8.00 112.00 1.00 14.70 0.09 0.00 6245 260.20 10.00 116.00 1.00 34.93 0.14 0.00 6240 567.73 24.00 125.00 1.00 3480.20 2.47 0.53 6335 407.14 8.00 113.00 1.00 32.28 0.21 0.02 6340 157.60 10.00 114.00 1.00 56.43 0.23 0.01 6235 13.26 24.00 125.00 1.00 2628.51 1.86 0.01 6285 539.97 8.00 116.00 1.00 8.48 0.05 0.00 6230 887.62 16.00 113.00 1.00 1013.46 1.62 0.74 6225 667.88 16.00 113.00 1.00 1024.48 1.63 0.57 6220 970.32 8.00 115.00 1.00 57.93 0.37 0.11 6345 138.51 8.00 114.00 1.00 16.88 0.11 0.00 6215 223.47 10.00 115.00 1.00 70.22 0.29 0.01 6210 1222.83 10.00 115.00 1.00 46.07 0.19 0.03 6250 350.41 10.00 116.00 1.00 31.98 0.13 0.00 6200 760.94 8.00 117.00 1.00 12.82 0.08 0.01 6195 469.45 12.00 115.00 1.00 163.61 0.46 0.05 6190 291.29 12.00 115.00 1.00 202.73 0.58 0.05 6185 1172.35 8.00 120.00 1.00 35.11 0.22 0.05 6180 685.90 10.00 115.00 1.00 109.65 0.45 0.09 6175 202.80 10.00 115.00 1.00 140.46 0.57 0.04 6170 927.90 12.00 113.00 1.00 101.43 0.29 0.04 6165 1350.15 12.00 113.00 1.00 264.92 0.75 0.38 6160 82.60 12.00 113.00 1.00 223.16 0.63 0.02 6155 668.56 12.00 113.00 1.00 382.96 1.09 0.37 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 6150 620.38 8.00 117.00 1.00 60.73 0.39 0.08 6145 629.34 8.00 117.00 1.00 57.35 0.37 0.07 6350 658.03 6.00 114.00 1.00 6.66 0.08 0.01 6255 175.32 10.00 116.00 1.00 12.57 0.05 0.00 6275 323.75 8.00 116.00 1.00 17.14 0.11 0.00 5960 245.72 12.00 115.00 1.00 252.99 0.72 0.06 5980 153.70 10.00 115.00 1.00 83.23 0.34 0.01 5912 19.58 8.00 115.00 1.00 0.00 0.00 0.00 5920 36.88 16.00 115.00 1.00 222.31 0.35 0.00 5925 575.28 16.00 115.00 1.00 418.63 0.67 0.09 6355 393.33 8.00 114.00 1.00 31.64 0.20 0.02 5935 516.70 10.00 115.00 1.00 41.43 0.17 0.00 5950 568.92 12.00 115.00 1.00 241.52 0.69 0.13 5955 204.81 12.00 115.00 1.00 302.33 0.86 0.07 5905 342.79 12.00 120.00 1.00 0.00 0.00 0.00 5965 198.44 10.00 115.00 1.00 89.61 0.37 0.02 5970 142.45 10.00 115.00 1.00 110.17 0.45 0.02 5975 285.02 10.00 115.00 1.00 75.53 0.31 0.02 5910 442.97 16.00 115.00 1.00 0.00 0.00 0.00 6265 918.41 8.00 116.00 1.00 10.51 0.07 0.00 6290 231.92 8.00 112.00 1.00 6.20 0.04 0.00 6295 1092.71 8.00 112.00 1.00 10.50 0.07 0.01 6300 477.68 8.00 112.00 1.00 17.88 0.11 0.01 6305 922.96 8.00 112.00 1.00 11.32 0.07 0.01 6310 589.88 10.00 114.00 1.00 57.04 0.23 0.02 6315 236.63 8.00 112.00 1.00 19.48 0.12 0.00 6320 431.54 8.00 112.00 1.00 18.03 0.12 0.01 6325 655.02 8.00 112.00 1.00 22.02 0.14 0.01 6260 132.24 8.00 116.00 1.00 35.19 0.22 0.01 5900 990.82 10.00 116.00 1.00 0.70 0.00 0.00 6270 363.74 8.00 116.00 1.00 5.78 0.04 0.00 6365 287.49 10.00 114.00 1.00 28.22 0.12 0.00 6585 717.01 8.00 116.00 1.00 51.43 0.33 0.07 6590 443.03 12.00 116.00 1.00 275.20 0.78 0.13 6595 791.96 12.00 116.00 1.00 479.41 1.36 0.64 6600 521.31 12.00 116.00 1.00 487.43 1.38 0.43 6605 342.43 8.00 116.00 1.00 188.30 1.20 0.35 6610 651.15 8.00 117.00 1.00 85.06 0.54 0.15 6615 552.10 8.00 117.00 1.00 68.08 0.43 0.08 6620 753.92 8.00 117.00 1.00 99.97 0.64 0.24 6580 218.32 12.00 116.00 1.00 216.20 0.61 0.04 6510 215.58 12.00 40.00 1.00 447.47 1.27 1.09 6370 240.21 10.00 113.00 1.00 32.08 0.13 0.00 6375 426.90 8.00 113.00 1.00 23.79 0.15 0.01 6380 184.94 10.00 114.00 0.00 0.00 0.00 0.00 6385 205.60 10.00 114.00 1.00 2.71 0.01 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 6390 506.44 10.00 114.00 1.00 41.34 0.17 0.01 6395 492.22 10.00 114.00 1.00 47.01 0.19 0.01 6400 81.68 8.00 114.00 1.00 49.86 0.32 0.01 6405 70.02 8.00 114.00 1.00 51.35 0.33 0.01 6410 92.72 8.00 114.00 1.00 38.63 0.25 0.01 6415 25.66 8.00 114.00 1.00 52.70 0.34 0.00 6420 104.35 8.00 114.00 1.00 68.97 0.44 0.02 6425 90.36 8.00 114.00 1.00 70.90 0.45 0.02 6575 275.73 12.00 116.00 1.00 147.48 0.42 0.02 6430 301.87 8.00 114.00 1.00 13.22 0.08 0.00 6360 134.71 12.00 114.00 1.00 78.62 0.22 0.00 5050 35.66 27.00 115.00 1.00 6450.00 3.61 0.07 5055 3746.96 30.00 130.00 1.00 6450.00 2.93 3.46 5060 58.31 16.00 115.00 1.00 599.34 0.96 0.02 5065 614.64 10.00 115.00 1.00 1.07 0.00 0.00 3595 37.19 12.00 130.00 0.00 0.00 0.00 0.00 5070 467.95 16.00 115.00 1.00 596.21 0.95 0.14 5075 659.06 6.00 116.00 1.00 0.48 0.01 0.00 5080 162.58 16.00 116.00 1.00 589.46 0.94 0.05 5085 347.72 10.00 116.00 1.00 65.86 0.27 0.02 5090 252.21 16.00 116.00 1.00 518.77 0.83 0.06 5095 256.21 16.00 116.00 1.00 530.11 0.85 0.06 5030 675.69 16.00 120.00 1.00 681.63 1.09 0.24 6950 239.32 8.00 116.00 1.00 87.55 0.56 0.06 5045 3059.15 33.00 110.00 1.00 1706.81 0.64 0.21 6515 393.54 16.00 114.00 1.00 950.99 1.52 0.29 6520 127.50 16.00 114.00 1.00 1143.82 1.83 0.13 6530 207.86 12.00 116.00 1.00 91.90 0.26 0.01 6535 463.50 12.00 116.00 1.00 100.04 0.28 0.02 6540 272.62 12.00 116.00 1.00 110.31 0.31 0.01 6545 442.15 8.00 116.00 1.00 19.17 0.12 0.01 6550 632.67 8.00 116.00 1.00 4.58 0.03 0.00 6555 271.34 8.00 116.00 1.00 36.90 0.24 0.01 6560 493.71 8.00 116.00 1.00 5.69 0.04 0.00 6565 560.24 8.00 116.00 1.00 4.68 0.03 0.00 6570 499.99 12.00 116.00 1.00 99.09 0.28 0.02 6505 723.82 10.00 115.00 1.00 0.60 0.00 0.00 5040 414.24 33.00 110.00 1.00 1706.81 0.64 0.03 6880 332.79 10.00 116.00 1.00 138.36 0.57 0.06 6885 937.21 8.00 116.00 1.00 32.42 0.21 0.04 6890 721.36 8.00 116.00 1.00 21.79 0.14 0.01 6895 641.67 12.00 113.00 1.00 40.13 0.11 0.01 6900 265.58 12.00 116.00 1.00 58.95 0.17 0.00 6905 304.52 8.00 116.00 1.00 16.64 0.11 0.00 6910 306.65 8.00 117.00 1.00 0.00 0.00 0.00 6915 533.51 8.00 117.00 1.00 18.20 0.12 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 6920 635.67 12.00 116.00 1.00 36.36 0.10 0.00 6925 283.29 8.00 116.00 1.00 53.81 0.34 0.03 6930 283.60 8.00 116.00 1.00 19.05 0.12 0.00 6935 875.70 12.00 116.00 1.00 116.42 0.33 0.05 6875 261.81 10.00 116.00 1.00 57.92 0.24 0.01 6940 1342.95 8.00 116.00 1.00 33.94 0.22 0.06 6870 53.14 10.00 116.00 1.00 49.55 0.20 0.00 6945 570.08 8.00 116.00 1.00 65.41 0.42 0.08 6450 514.11 8.00 114.00 1.00 0.90 0.01 0.00 6455 486.01 8.00 114.00 1.00 0.98 0.01 0.00 6460 623.35 8.00 114.00 1.00 1.37 0.01 0.00 6465 632.90 8.00 113.00 1.00 37.80 0.24 0.03 6470 268.95 12.00 113.00 1.00 193.07 0.55 0.04 6475 243.23 8.00 113.00 1.00 19.34 0.12 0.00 6480 856.67 12.00 114.00 1.00 233.58 0.66 0.19 6490 1168.49 12.00 108.00 1.00 262.62 0.75 0.35 6495 53.45 12.00 108.00 1.00 98.00 0.28 0.00 6500 437.79 12.00 108.00 1.00 97.40 0.28 0.02 6435 484.88 8.00 114.00 1.00 16.19 0.10 0.01 6445 547.24 8.00 114.00 1.00 13.48 0.09 0.00 6805 189.48 10.00 117.00 1.00 41.17 0.17 0.00 6810 603.66 8.00 113.00 1.00 50.19 0.32 0.06 6815 177.05 8.00 116.00 1.00 43.58 0.28 0.01 6820 684.79 8.00 116.00 1.00 32.52 0.21 0.03 6825 435.61 10.00 116.00 1.00 55.20 0.23 0.01 6830 287.77 10.00 116.00 1.00 91.50 0.37 0.03 6835 641.50 10.00 116.00 1.00 135.95 0.56 0.12 6840 533.72 10.00 116.00 1.00 36.20 0.15 0.01 6845 965.55 10.00 116.00 1.00 39.97 0.16 0.02 6850 720.97 10.00 116.00 1.00 46.29 0.19 0.02 6855 892.84 10.00 116.00 1.00 41.29 0.17 0.02 6860 258.42 10.00 116.00 1.00 32.13 0.13 0.00 6865 1525.94 10.00 116.00 1.00 63.36 0.26 0.07 6440 550.05 12.00 114.00 1.00 127.78 0.36 0.04 6796 178.47 16.00 130.00 1.00 195.75 0.31 0.01 5035 2647.57 36.00 120.00 1.00 7456.46 2.35 1.52 8535 281.50 8.00 110.00 1.00 72.48 0.46 0.05 6280 323.10 8.00 116.00 1.00 6.41 0.04 0.00 7195 860.55 8.00 114.00 1.00 106.10 0.68 0.30 7200 554.48 14.00 127.00 1.00 437.69 0.91 0.15 7205 366.95 12.00 116.00 1.00 353.39 1.00 0.17 7190 1028.44 8.00 114.00 1.00 101.50 0.65 0.34 6970 226.85 12.00 116.00 1.00 306.53 0.87 0.08 6975 375.56 12.00 116.00 1.00 319.13 0.91 0.14 6980 512.44 12.00 116.00 1.00 187.11 0.53 0.07 6985 242.72 12.00 116.00 1.00 82.87 0.24 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 6990 599.96 10.00 116.00 1.00 102.29 0.42 0.07 7960 39.38 8.00 116.00 1.00 152.79 0.98 0.03 7895 179.70 10.00 114.00 1.00 72.51 0.30 0.01 7900 554.17 10.00 114.00 1.00 83.14 0.34 0.04 7905 390.34 8.00 114.00 1.00 29.21 0.19 0.01 7910 547.13 8.00 114.00 1.00 5.20 0.03 0.00 7915 394.51 8.00 114.00 1.00 34.60 0.22 0.02 7920 723.02 8.00 114.00 1.00 8.36 0.05 0.00 7995 333.82 8.00 116.00 1.00 94.73 0.60 0.10 7930 596.21 8.00 114.00 1.00 14.43 0.09 0.01 7935 286.86 8.00 114.00 1.00 58.73 0.37 0.03 7940 347.77 8.00 114.00 1.00 10.73 0.07 0.00 7945 291.66 8.00 114.00 1.00 74.08 0.47 0.05 7950 1683.24 8.00 114.00 1.00 46.85 0.30 0.13 7955 356.38 8.00 116.00 1.00 134.30 0.86 0.19 7890 408.08 8.00 114.00 1.00 3.66 0.02 0.00 7965 231.63 8.00 114.00 1.00 127.43 0.81 0.12 7970 134.51 12.00 116.00 1.00 281.78 0.80 0.04 7975 341.98 12.00 116.00 1.00 190.83 0.54 0.05 7980 279.03 14.00 116.00 1.00 193.28 0.40 0.02 7985 195.09 16.00 116.00 1.00 369.86 0.59 0.02 7990 54.49 16.00 116.00 1.00 376.11 0.60 0.01 7925 235.06 8.00 114.00 1.00 43.87 0.28 0.02 6965 617.40 12.00 116.00 1.00 213.29 0.61 0.11 7545 322.15 16.00 100.00 1.00 954.48 1.52 0.30 6995 611.47 8.00 117.00 1.00 150.87 0.96 0.41 7885 374.01 8.00 114.00 1.00 10.83 0.07 0.00 7440 1217.25 14.00 120.00 1.00 496.41 1.03 0.46 7445 164.60 8.00 120.00 1.00 138.06 0.88 0.09 7450 452.82 14.00 120.00 1.00 636.53 1.33 0.27 7455 530.56 14.00 120.00 1.00 503.60 1.05 0.21 7435 1424.97 14.00 120.00 1.00 584.91 1.22 0.73 7520 944.18 14.00 120.00 1.00 506.97 1.06 0.37 7405 258.46 8.00 117.00 1.00 85.72 0.55 0.06 7430 364.50 8.00 120.00 1.00 14.97 0.10 0.00 7010 153.63 10.00 116.00 1.00 127.28 0.52 0.03 7015 121.08 10.00 116.00 1.00 56.08 0.23 0.00 7025 496.14 12.00 116.00 1.00 146.95 0.42 0.04 7030 163.69 12.00 116.00 1.00 152.45 0.43 0.02 7045 523.79 8.00 116.00 1.00 12.89 0.08 0.00 7050 208.31 8.00 116.00 1.00 115.76 0.74 0.09 7075 480.84 14.00 116.00 1.00 100.31 0.21 0.01 7080 18.24 16.00 116.00 1.00 0.00 0.00 0.00 7090 577.22 10.00 116.00 1.00 101.08 0.41 0.06 7040 372.34 8.00 116.00 1.00 79.28 0.51 0.08 7540 46.25 14.00 125.00 1.00 887.37 1.85 0.05 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 7410 184.73 8.00 117.00 1.00 74.54 0.48 0.03 7415 769.20 14.00 117.00 1.00 447.23 0.93 0.25 7420 522.11 16.00 120.00 1.00 110.61 0.18 0.01 7425 575.13 14.00 120.00 1.00 578.60 1.21 0.29 7000 618.95 8.00 117.00 1.00 153.86 0.98 0.43 7880 455.26 10.00 114.00 1.00 56.45 0.23 0.02 7790 1996.55 14.00 100.00 1.00 546.97 1.14 1.27 7725 248.90 16.00 110.00 1.00 640.00 1.02 0.09 7730 280.18 12.00 110.00 1.00 388.56 1.10 0.17 7735 283.02 8.00 120.00 1.00 164.38 1.05 0.21 7740 270.17 8.00 120.00 1.00 249.62 1.59 0.44 7745 282.11 12.00 120.00 1.00 54.92 0.16 0.00 7750 23.94 12.00 110.00 1.00 798.06 2.26 0.05 7755 791.02 8.00 120.00 1.00 117.88 0.75 0.32 7760 121.32 8.00 120.00 1.00 96.68 0.62 0.03 7765 432.41 8.00 120.00 1.00 22.43 0.14 0.01 7770 202.68 12.00 120.00 1.00 366.31 1.04 0.09 7840 284.44 8.00 120.00 1.00 10.37 0.07 0.00 7780 500.79 12.00 120.00 1.00 322.99 0.92 0.18 7785 450.92 12.00 110.00 1.00 629.72 1.79 0.66 7720 831.89 16.00 120.00 1.00 763.55 1.22 0.37 7795 2028.31 12.00 100.00 1.00 902.47 2.56 6.91 7825 170.88 8.00 120.00 1.00 40.96 0.26 0.01 7830 637.29 8.00 120.00 1.00 14.44 0.09 0.01 7835 683.18 8.00 120.00 1.00 5.83 0.04 0.00 7775 370.49 12.00 120.00 1.00 333.15 0.95 0.14 7700 752.98 12.00 120.00 1.00 0.00 0.00 0.00 7715 624.58 12.00 115.00 1.00 328.02 0.93 0.25 1550 1173.29 8.00 97.00 1.00 225.64 1.44 2.34 1485 501.22 10.00 97.00 1.00 271.25 1.11 0.47 1490 685.69 8.00 97.00 1.00 420.60 2.68 4.33 1495 557.83 8.00 97.00 1.00 854.95 5.46 13.11 1500 574.09 12.00 100.00 1.00 447.90 1.27 0.53 1505 351.86 12.00 100.00 1.00 368.05 1.04 0.23 1510 223.17 8.00 100.00 1.00 178.45 1.14 0.27 1515 409.51 8.00 95.00 1.00 106.61 0.68 0.21 1525 402.73 8.00 95.00 1.00 93.62 0.60 0.16 1530 617.96 10.00 110.00 1.00 77.83 0.32 0.05 1535 960.62 8.00 110.00 1.00 38.81 0.25 0.06 1540 208.21 6.00 110.00 1.00 51.15 0.58 0.09 1545 1107.73 10.00 97.00 1.00 680.36 2.78 5.75 1480 671.68 10.00 97.00 1.00 611.99 2.50 2.87 1551 634.98 6.00 97.00 1.00 230.10 2.61 5.33 1555 527.90 10.00 112.00 1.00 54.69 0.22 0.02 1560 683.06 10.00 112.00 1.00 85.34 0.35 0.06 1565 388.00 8.00 112.00 1.00 106.40 0.68 0.15 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1570 688.77 8.00 114.00 1.00 57.54 0.37 0.08 1575 376.16 10.00 100.00 1.00 943.19 3.85 3.38 1520 228.70 8.00 95.00 1.00 76.96 0.49 0.06 6960 227.66 12.00 116.00 1.00 129.97 0.37 0.02 8150 167.42 8.00 112.00 1.00 73.83 0.47 0.03 7845 492.63 8.00 120.00 1.00 8.56 0.05 0.00 7705 20.71 16.00 120.00 1.00 591.68 0.94 0.01 7710 435.48 12.00 115.00 1.00 438.75 1.24 0.30 8095 608.46 8.00 113.00 1.00 33.35 0.21 0.03 8030 78.36 8.00 110.00 1.00 156.84 1.00 0.06 8035 867.40 8.00 112.00 1.00 91.78 0.59 0.25 8040 471.16 16.00 116.00 1.00 185.12 0.30 0.02 8045 333.15 8.00 108.00 1.00 92.78 0.59 0.10 8050 43.36 8.00 108.00 1.00 75.64 0.48 0.01 8055 908.32 8.00 111.00 1.00 95.95 0.61 0.29 8060 798.07 12.00 112.00 1.00 183.18 0.52 0.11 8065 83.85 12.00 113.00 1.00 75.11 0.21 0.00 8070 991.08 12.00 113.00 1.00 50.43 0.14 0.01 8140 239.16 8.00 112.00 1.00 28.06 0.18 0.01 8080 581.75 6.00 108.00 1.00 13.74 0.16 0.02 8085 530.83 12.00 112.00 1.00 108.07 0.31 0.03 8090 464.87 12.00 110.00 1.00 32.69 0.09 0.00 8025 2061.14 12.00 112.00 1.00 247.68 0.70 0.52 8100 734.33 12.00 110.00 1.00 46.02 0.13 0.01 8105 95.35 8.00 108.00 1.00 55.06 0.35 0.01 8110 309.95 8.00 108.00 1.00 26.57 0.17 0.01 8115 803.12 12.00 112.00 1.00 157.77 0.45 0.09 8120 569.09 8.00 112.00 1.00 78.07 0.50 0.12 8125 387.26 12.00 112.00 1.00 75.26 0.21 0.01 8130 614.42 8.00 112.00 1.00 60.77 0.39 0.08 8135 483.87 8.00 112.00 1.00 21.92 0.14 0.01 8075 277.20 6.00 108.00 1.00 29.79 0.34 0.04 7855 824.81 8.00 120.00 1.00 21.21 0.14 0.01 8000 293.04 16.00 116.00 1.00 472.37 0.75 0.06 7860 183.32 8.00 120.00 1.00 171.44 1.09 0.15 7865 533.71 8.00 120.00 1.00 195.98 1.25 0.55 8020 1230.85 16.00 114.00 1.00 508.12 0.81 0.28 7870 314.81 8.00 120.00 1.00 207.45 1.32 0.36 7650 617.32 12.00 112.00 1.00 465.61 1.32 0.50 7600 44.59 12.00 112.00 1.00 788.49 2.24 0.10 7605 3205.80 16.00 112.00 1.00 1253.76 2.00 4.01 7610 128.33 8.00 115.00 1.00 170.50 1.09 0.11 7615 337.09 8.00 115.00 1.00 71.75 0.46 0.06 7620 256.72 8.00 115.00 1.00 57.58 0.37 0.03 7625 598.03 8.00 115.00 1.00 47.42 0.30 0.05 7695 303.41 12.00 120.00 1.00 367.38 1.04 0.14 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 7635 239.29 8.00 115.00 1.00 7.48 0.05 0.00 7640 477.92 8.00 115.00 1.00 133.90 0.85 0.26 7645 332.40 8.00 115.00 1.00 5.79 0.04 0.00 7655 48.04 16.00 115.00 1.00 574.03 0.92 0.01 7660 467.35 12.00 112.00 1.00 461.26 1.31 0.37 7670 102.14 20.00 115.00 1.00 1451.90 1.48 0.05 7675 68.24 20.00 115.00 1.00 1819.28 1.86 0.05 7685 216.14 8.00 115.00 1.00 112.77 0.72 0.09 7687 41.64 12.00 115.00 1.00 574.03 1.63 0.05 7690 647.00 8.00 115.00 1.00 118.54 0.76 0.29 7630 489.43 8.00 115.00 1.00 91.27 0.58 0.13 8145 220.37 8.00 112.00 1.00 45.77 0.29 0.02 7850 556.20 8.00 120.00 1.00 13.46 0.09 0.00 8005 807.86 8.00 114.00 1.00 48.76 0.31 0.07 8010 299.34 8.00 114.00 1.00 61.08 0.39 0.04 8015 638.59 16.00 114.00 1.00 436.07 0.70 0.11 7875 1159.42 8.00 114.00 1.00 87.61 0.56 0.30 1475 453.39 8.00 97.00 1.00 215.33 1.37 0.83 8440 491.39 8.00 116.00 1.00 30.34 0.19 0.02 8365 1078.61 10.00 108.00 1.00 62.07 0.25 0.05 8370 1272.66 10.00 108.00 1.00 59.63 0.24 0.06 8375 621.18 8.00 110.00 1.00 74.35 0.47 0.12 8380 554.50 8.00 110.00 1.00 51.22 0.33 0.05 8385 664.97 8.00 110.00 1.00 37.92 0.24 0.04 8465 440.51 12.00 113.00 1.00 64.71 0.18 0.01 8395 122.39 8.00 116.00 1.00 40.78 0.26 0.01 8400 138.56 8.00 110.00 1.00 76.60 0.49 0.03 8405 683.50 6.00 114.00 1.00 27.02 0.31 0.07 8410 135.10 6.00 114.00 1.00 15.46 0.18 0.01 8415 197.00 6.00 114.00 1.00 26.65 0.30 0.01 8420 142.32 6.00 110.00 1.00 47.26 0.54 0.05 8430 151.49 8.00 112.00 1.00 51.32 0.33 0.01 8360 1446.12 6.00 108.00 1.00 16.82 0.19 0.08 8445 970.02 8.00 116.00 1.00 9.03 0.06 0.00 8450 266.30 8.00 116.00 1.00 18.14 0.12 0.00 8455 400.51 8.00 116.00 1.00 31.92 0.20 0.02 8460 516.40 8.00 108.00 1.00 42.04 0.27 0.04 8390 120.47 8.00 108.00 1.00 33.92 0.22 0.01 8165 547.60 6.00 113.00 1.00 8.83 0.10 0.01 8315 404.21 8.00 108.00 1.00 95.57 0.61 0.13 8170 530.13 8.00 112.00 1.00 18.33 0.12 0.01 8175 193.93 12.00 112.00 1.00 77.91 0.22 0.01 8180 37.62 8.00 112.00 1.00 27.23 0.17 0.00 8185 512.21 6.00 113.00 1.00 7.70 0.09 0.01 8190 1578.77 12.00 112.00 1.00 55.21 0.16 0.02 8195 576.16 8.00 112.00 1.00 24.45 0.16 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 8355 686.44 10.00 113.00 1.00 70.48 0.29 0.04 8205 376.93 8.00 113.00 1.00 15.09 0.10 0.00 9230 611.19 6.00 112.00 1.00 23.54 0.27 0.06 9165 210.00 16.00 112.00 1.00 538.27 0.86 0.05 9170 481.95 8.00 112.00 1.00 38.78 0.25 0.03 9175 977.75 16.00 112.00 1.00 462.41 0.74 0.19 9256 12.65 16.00 100.00 1.00 976.75 1.56 0.01 9185 361.36 16.00 112.00 1.00 488.52 0.78 0.08 9190 405.48 8.00 112.00 1.00 63.26 0.40 0.06 9195 571.37 8.00 112.00 1.00 29.34 0.19 0.02 9200 594.03 16.00 112.00 1.00 416.52 0.66 0.10 9205 383.62 8.00 112.00 1.00 6.17 0.04 0.00 9210 592.87 16.00 112.00 1.00 386.36 0.62 0.08 9215 955.88 16.00 112.00 1.00 370.52 0.59 0.13 9220 472.93 8.00 112.00 1.00 37.86 0.24 0.03 9225 516.14 8.00 112.00 1.00 2.86 0.02 0.00 9160 157.16 16.00 112.00 1.00 976.75 1.56 0.12 9235 32.44 8.00 112.00 1.00 67.48 0.43 0.01 9240 351.66 8.00 112.00 1.00 48.89 0.31 0.03 9245 401.07 8.00 112.00 1.00 19.90 0.13 0.01 9180 802.06 10.00 112.00 1.00 66.22 0.27 0.38 8160 218.28 8.00 113.00 1.00 28.38 0.18 0.01 8470 877.56 12.00 113.00 1.00 129.36 0.37 0.07 8320 55.00 8.00 116.00 1.00 29.24 0.19 0.00 8325 8.48 8.00 116.00 1.00 9.96 0.06 0.00 8330 6.41 8.00 116.00 1.00 11.58 0.07 0.00 8335 44.92 8.00 116.00 1.00 34.69 0.22 0.00 8340 781.29 10.00 113.00 1.00 63.65 0.26 0.04 8345 1583.79 8.00 116.00 1.00 27.66 0.18 0.05 8350 548.73 8.00 116.00 1.00 27.66 0.18 0.02 8210 258.07 8.00 113.00 1.00 5.78 0.04 0.00 9155 41.83 8.00 112.00 1.00 64.97 0.41 0.01 8755 179.99 8.00 120.00 1.00 39.12 0.25 0.01 8692 5.99 12.00 113.00 1.00 0.00 0.00 0.00 8695 1102.26 12.00 113.00 1.00 22.93 0.07 0.00 8700 407.02 12.00 113.00 1.00 55.10 0.16 0.01 8705 374.89 12.00 113.00 1.00 71.94 0.20 0.01 8710 999.59 8.00 120.00 1.00 29.04 0.19 0.03 8785 298.44 8.00 120.00 1.00 7.61 0.05 0.00 8720 824.17 8.00 113.00 1.00 265.99 1.70 1.68 8725 61.53 12.00 113.00 1.00 258.18 0.73 0.02 8730 646.58 12.00 120.00 1.00 316.13 0.90 0.22 8735 124.48 12.00 110.00 1.00 154.49 0.44 0.01 8740 177.75 8.00 120.00 1.00 50.81 0.32 0.01 8745 810.87 8.00 120.00 1.00 1.46 0.01 0.00 8750 419.28 12.00 120.00 1.00 330.62 0.94 0.15 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 8690 504.85 12.00 113.00 1.00 0.00 0.00 0.00 8760 362.11 8.00 120.00 1.00 34.19 0.22 0.01 8770 147.31 8.00 120.00 1.00 4.02 0.03 0.00 8775 671.25 8.00 120.00 1.00 4.24 0.03 0.00 8780 244.16 8.00 120.00 1.00 5.50 0.04 0.00 8715 330.40 8.00 120.00 1.00 52.80 0.34 0.03 8480 633.45 8.00 110.00 1.00 103.69 0.66 0.24 8650 593.25 12.00 113.00 1.00 48.15 0.14 0.01 8485 622.43 8.00 110.00 1.00 123.38 0.79 0.32 8490 407.02 8.00 112.00 1.00 54.55 0.35 0.04 8495 258.88 8.00 112.00 1.00 53.77 0.34 0.03 8500 290.50 8.00 112.00 1.00 46.81 0.30 0.02 8505 484.67 8.00 112.00 1.00 64.17 0.41 0.07 8510 93.21 6.00 112.00 1.00 22.26 0.25 0.01 8685 997.30 8.00 113.00 1.00 7.46 0.05 0.00 8515 246.74 6.00 112.00 1.00 18.50 0.21 0.01 8285 704.96 8.00 112.00 1.00 6.57 0.04 0.00 8225 386.99 8.00 112.00 1.00 8.45 0.05 0.00 8230 142.18 8.00 112.00 1.00 15.03 0.10 0.00 8235 358.20 6.00 115.00 1.00 3.73 0.04 0.00 8310 764.54 8.00 108.00 1.00 95.57 0.61 0.25 8245 401.85 8.00 112.00 1.00 7.72 0.05 0.00 8250 605.40 6.00 113.00 1.00 3.50 0.04 0.00 8255 79.93 8.00 112.00 1.00 2.92 0.02 0.00 8260 438.27 8.00 112.00 1.00 29.58 0.19 0.02 8265 550.73 8.00 112.00 1.00 19.12 0.12 0.01 8270 527.71 6.00 113.00 1.00 23.01 0.26 0.05 8275 683.49 8.00 113.00 1.00 24.96 0.16 0.02 8280 377.26 8.00 113.00 1.00 64.74 0.41 0.06 8220 64.01 8.00 112.00 1.00 10.70 0.07 0.00 8290 1251.70 12.00 112.00 1.00 15.85 0.04 0.00 8295 348.75 12.00 112.00 1.00 23.99 0.07 0.00 8300 577.93 8.00 112.00 1.00 18.82 0.12 0.01 8305 189.01 8.00 112.00 1.00 10.06 0.06 0.00 8240 353.34 6.00 115.00 1.00 1.16 0.01 0.00 8790 797.68 8.00 120.00 1.00 16.84 0.11 0.01 8475 886.82 8.00 110.00 1.00 118.07 0.75 0.42 8655 798.87 12.00 113.00 1.00 327.46 0.93 0.33 8660 192.07 12.00 120.00 1.00 136.28 0.39 0.01 8665 1506.15 8.00 120.00 1.00 27.27 0.17 0.04 8670 149.55 12.00 120.00 1.00 89.37 0.25 0.00 8675 192.06 12.00 120.00 1.00 105.93 0.30 0.01 8680 460.06 8.00 113.00 1.00 9.89 0.06 0.00 8215 359.26 6.00 112.00 1.00 7.50 0.09 0.00 9150 679.95 6.00 112.00 1.00 14.53 0.16 0.03 8520 278.18 8.00 112.00 1.00 39.54 0.25 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 9060 1119.70 10.00 112.00 1.00 66.49 0.27 0.06 8986 371.47 18.00 120.00 1.00 318.95 0.40 0.02 8992 178.95 18.00 120.00 1.00 318.95 0.40 0.01 8995 44.99 12.00 120.00 1.00 1.25 0.00 0.00 9015 194.10 12.00 120.00 1.00 6.57 0.02 0.00 9020 704.01 16.00 112.00 1.00 36.73 0.06 0.00 9025 7.88 16.00 112.00 1.00 0.00 0.00 0.00 9030 65.18 8.00 112.00 1.00 0.08 0.00 0.00 9095 240.86 10.00 112.00 1.00 18.30 0.07 0.00 9040 143.22 8.00 112.00 1.00 15.24 0.10 0.00 9045 636.49 10.00 112.00 1.00 72.03 0.29 0.04 9050 10.46 12.00 113.00 1.00 409.51 1.16 0.01 9055 724.00 16.00 112.00 1.00 410.48 0.65 0.11 8980 68.91 12.00 120.00 1.00 7.82 0.02 0.00 9065 1323.31 10.00 112.00 1.00 59.20 0.24 0.06 9070 623.44 8.00 112.00 1.00 11.23 0.07 0.00 9075 35.53 8.00 112.00 1.00 26.03 0.17 0.00 9080 1007.06 8.00 112.00 1.00 3.04 0.02 0.00 9085 391.08 8.00 112.00 1.00 15.66 0.10 0.00 9086 161.33 8.00 112.00 1.00 12.45 0.08 0.00 9090 709.27 8.00 112.00 1.00 55.85 0.36 0.08 9035 786.13 6.00 112.00 1.00 18.66 0.21 0.05 8945 510.34 12.00 113.00 1.00 14.67 0.04 0.00 8810 297.58 8.00 120.00 1.00 22.40 0.14 0.01 8815 305.66 8.00 120.00 1.00 34.79 0.22 0.01 8820 351.17 8.00 112.00 1.00 70.27 0.45 0.06 8975 299.06 12.00 120.00 1.00 243.99 0.69 0.06 8825 279.69 12.00 120.00 1.00 285.54 0.81 0.08 7375 1512.32 8.00 120.00 1.00 16.14 0.10 0.02 7330 518.49 8.00 120.00 1.00 90.41 0.58 0.13 7331 636.24 10.00 120.00 1.00 47.21 0.19 0.02 7332 461.46 12.00 120.00 1.00 42.50 0.12 0.00 7400 392.88 8.00 117.00 1.00 6.89 0.04 0.00 7350 591.66 12.00 120.00 1.00 39.91 0.11 0.00 7365 321.21 12.00 120.00 1.00 61.74 0.18 0.01 7320 526.95 10.00 116.00 1.00 48.52 0.20 0.01 7390 604.93 16.00 120.00 1.00 7.72 0.01 0.00 7395 493.39 8.00 117.00 1.00 99.50 0.64 0.15 4660 297.69 12.00 115.00 1.00 34.46 0.10 0.00 8155 2091.12 12.00 112.00 1.00 132.39 0.38 0.17 9100 455.01 10.00 112.00 1.00 39.16 0.16 0.01 8950 444.49 6.00 112.00 1.00 57.49 0.65 0.22 8955 929.77 6.00 112.00 1.00 38.66 0.44 0.22 8960 132.02 12.00 113.00 1.00 1.39 0.00 0.00 8965 971.78 12.00 120.00 1.00 100.54 0.29 0.04 8830 1098.72 16.00 120.00 1.00 315.53 0.50 0.08 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 7315 1729.82 30.00 120.00 1.00 2964.76 1.35 0.44 9395 676.38 10.00 116.00 1.00 62.75 0.26 0.03 9310 330.56 8.00 114.00 1.00 54.55 0.35 0.04 9315 233.28 8.00 114.00 1.00 50.96 0.33 0.02 9320 298.35 8.00 114.00 1.00 18.91 0.12 0.00 9325 308.09 8.00 114.00 1.00 89.90 0.57 0.08 9330 989.18 10.00 114.00 1.00 34.96 0.14 0.02 9335 345.37 10.00 114.00 1.00 45.16 0.18 0.01 9340 379.30 10.00 114.00 1.00 37.60 0.15 0.01 9425 110.71 21.00 110.00 1.00 2348.52 2.18 0.12 9355 579.68 27.00 100.00 1.00 1150.00 0.64 0.06 9370 1566.32 21.00 110.00 1.00 2348.52 2.18 1.72 9375 690.41 8.00 116.00 1.00 9.65 0.06 0.00 9380 40.49 21.00 110.00 1.00 2348.52 2.18 0.04 9400 956.78 8.00 114.00 1.00 23.88 0.15 0.02 9405 276.92 8.00 116.00 1.00 38.73 0.25 0.02 9410 924.29 8.00 116.00 1.00 36.63 0.23 0.05 5 174.24 12.00 90.00 1.00 622.67 1.77 0.36 9350 261.79 10.00 114.00 1.00 63.72 0.26 0.01 9110 281.24 8.00 112.00 1.00 85.81 0.55 0.07 9115 410.10 8.00 112.00 1.00 89.93 0.57 0.11 9120 204.56 10.00 112.00 1.00 135.50 0.55 0.04 9125 343.44 10.00 112.00 1.00 105.10 0.43 0.04 9130 209.80 10.00 112.00 1.00 173.63 0.71 0.07 9135 426.32 8.00 112.00 1.00 3.68 0.02 0.00 9290 993.72 8.00 114.00 1.00 11.70 0.07 0.01 9140 563.27 8.00 112.00 1.00 21.70 0.14 0.01 8910 369.18 10.00 110.00 1.00 65.21 0.27 0.02 8845 779.73 12.00 120.00 1.00 173.72 0.49 0.09 8850 147.13 10.00 112.00 1.00 80.00 0.33 0.01 8855 425.09 6.00 110.00 1.00 39.16 0.44 0.11 8860 210.31 6.00 110.00 1.00 32.09 0.36 0.04 8865 720.75 6.00 110.00 1.00 6.57 0.07 0.01 8870 102.03 6.00 110.00 1.00 18.88 0.21 0.01 8940 1135.96 12.00 112.00 1.00 46.91 0.13 0.01 8880 814.73 16.00 110.00 1.00 94.22 0.15 0.01 8885 637.30 6.00 110.00 1.00 81.31 0.92 0.62 8890 622.37 12.00 110.00 1.00 144.10 0.41 0.06 8895 1099.54 12.00 110.00 1.00 129.21 0.37 0.09 8900 682.97 6.00 110.00 1.00 45.16 0.51 0.22 8905 899.67 8.00 110.00 1.00 43.00 0.27 0.07 8840 482.37 12.00 120.00 1.00 5.23 0.01 0.00 8915 39.29 10.00 110.00 1.00 48.88 0.20 0.00 8920 864.21 8.00 115.00 1.00 97.11 0.62 0.26 8925 2184.88 10.00 110.00 1.00 13.99 0.06 0.01 8930 673.20 8.00 112.00 1.00 4.64 0.03 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 8935 113.22 8.00 112.00 1.00 4.87 0.03 0.00 8875 857.50 10.00 110.00 1.00 124.78 0.51 0.15 9430 1871.93 12.00 117.00 1.00 0.00 0.00 0.00 9105 751.59 8.00 112.00 1.00 76.61 0.49 0.15 9265 490.57 8.00 112.00 1.00 37.32 0.24 0.03 9270 379.51 8.00 112.00 1.00 129.51 0.83 0.21 9275 1756.74 27.00 100.00 1.00 976.75 0.55 0.13 9280 934.88 27.00 100.00 1.00 2348.52 1.32 0.36 8835 713.49 16.00 120.00 1.00 318.95 0.51 0.06 9145 334.32 8.00 112.00 1.00 26.49 0.17 0.01 8525 180.11 6.00 112.00 1.00 17.46 0.20 0.01 1470 511.02 8.00 112.00 1.00 24.82 0.16 0.01 386 73.22 8.00 95.00 1.00 448.00 2.86 0.54 9446 3947.37 16.00 125.00 1.00 126.44 0.20 0.05 9087 38.42 8.00 112.00 1.00 24.10 0.15 0.00 8786 185.00 8.00 120.00 1.00 22.63 0.14 0.00 8771 27.28 8.00 120.00 1.00 11.48 0.07 0.00 5992 309.01 10.00 115.00 1.00 157.34 0.64 0.08 5131 114.09 16.00 120.00 1.00 503.19 0.80 0.02 5981 362.55 8.00 115.00 1.00 4.00 0.03 0.00 5106 273.49 16.00 116.00 1.00 575.55 0.92 0.08 4486 289.41 12.00 117.00 1.00 74.51 0.21 0.01 5691 59.69 6.00 50.00 1.00 41.94 0.48 0.07 1086 688.23 10.00 110.00 1.00 37.92 0.15 0.01 1546 520.63 10.00 97.00 1.00 696.53 2.85 2.82 2426 26.99 12.00 114.00 1.00 753.61 2.14 0.05 2421 240.07 12.00 114.00 1.00 1493.11 4.24 1.63 2422 20.96 12.00 120.00 1.00 1243.34 3.53 0.09 1156 560.08 24.00 120.00 1.00 3599.60 2.55 0.59 1801 611.88 10.00 115.00 1.00 392.36 1.60 0.84 1477 61.85 8.00 120.00 1.00 215.33 1.37 0.08 9401 222.24 8.00 114.00 1.00 2.20 0.01 0.00 9406 931.87 8.00 114.00 1.00 13.41 0.09 0.01 8801 51.38 8.00 120.00 1.00 23.02 0.15 0.00 8806 287.56 8.00 120.00 1.00 29.62 0.19 0.01 8811 225.12 8.00 120.00 1.00 8.61 0.05 0.00 1701 18.83 16.00 115.00 1.00 246.73 0.39 0.00 1036 306.04 12.00 112.00 1.00 273.04 0.77 0.09 7035 817.40 8.00 116.00 1.00 19.21 0.12 0.01 7130 702.23 12.00 116.00 1.00 60.38 0.17 0.01 7135 497.01 8.00 116.00 1.00 32.45 0.21 0.02 7505 510.48 8.00 125.00 1.00 2.19 0.01 0.00 7460 1011.28 12.00 120.00 1.00 493.41 1.40 0.80 7465 965.95 12.00 120.00 1.00 438.30 1.24 0.62 7470 479.49 14.00 125.00 1.00 261.34 0.54 0.05 7475 1261.24 8.00 125.00 1.00 68.09 0.43 0.17 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 7485 576.98 8.00 120.00 1.00 0.00 0.00 0.00 7490 199.46 8.00 125.00 1.00 14.19 0.09 0.00 7495 202.73 8.00 125.00 1.00 5.72 0.04 0.00 7500 326.52 8.00 125.00 1.00 3.39 0.02 0.00 7510 465.93 8.00 125.00 1.00 2.48 0.02 0.00 7515 177.46 8.00 125.00 1.00 6.54 0.04 0.00 6526 52.47 8.00 114.00 0.00 0.00 0.00 0.00 7085 23.57 12.00 135.00 0.00 0.00 0.00 0.00 7676 14.80 16.00 115.00 0.00 0.00 0.00 0.00 7684 15.96 48.00 120.00 0.00 0.00 0.00 0.00 921 2669.49 14.00 80.00 0.00 0.00 0.00 0.00 7525 939.71 12.00 120.00 1.00 479.23 1.36 0.71 7480 1343.15 8.00 127.00 1.00 91.18 0.58 0.30 7270 213.86 12.00 114.00 1.00 68.17 0.19 0.00 7275 384.54 12.00 114.00 1.00 62.22 0.18 0.01 7280 314.07 12.00 114.00 1.00 144.10 0.41 0.03 7285 603.98 8.00 114.00 1.00 6.75 0.04 0.00 7290 415.57 12.00 114.00 1.00 34.63 0.10 0.00 7070 324.15 12.00 116.00 1.00 135.32 0.38 0.02 7020 476.49 8.00 116.00 1.00 83.07 0.53 0.11 7125 643.37 8.00 116.00 1.00 3.74 0.02 0.00 7110 457.40 8.00 116.00 1.00 10.65 0.07 0.00 7055 277.10 12.00 116.00 1.00 251.32 0.71 0.07 7060 386.86 12.00 116.00 1.00 358.03 1.02 0.18 7065 957.37 12.00 116.00 1.00 135.32 0.38 0.07 7095 161.53 12.00 116.00 1.00 129.92 0.37 0.01 7100 322.24 12.00 116.00 1.00 91.43 0.26 0.01 7105 655.75 8.00 116.00 1.00 21.59 0.14 0.01 7265 209.36 12.00 114.00 1.00 107.92 0.31 0.01 7295 394.90 8.00 114.00 1.00 21.15 0.13 0.01 7800 405.07 12.00 112.00 1.00 894.33 2.54 1.10 7805 30.31 8.00 112.00 1.00 164.01 1.05 0.03 7810 560.33 8.00 112.00 1.00 157.23 1.00 0.44 7815 219.78 10.00 112.00 1.00 135.45 0.55 0.04 7820 762.88 12.00 112.00 1.00 709.53 2.01 1.35 7300 578.81 8.00 114.00 1.00 7.17 0.05 0.00 7333 175.88 24.00 120.00 1.00 3194.74 2.27 0.15 7340 2085.89 18.00 120.00 1.00 1064.28 1.34 0.95 7345 25.76 14.00 120.00 1.00 356.24 0.74 0.01 7355 1884.82 12.00 120.00 1.00 306.78 0.87 0.62 7360 309.53 16.00 120.00 1.00 49.45 0.08 0.00 7370 466.72 14.00 120.00 1.00 710.54 1.48 0.34 7380 1754.75 16.00 120.00 1.00 25.56 0.04 0.00 7385 1276.43 16.00 120.00 1.00 13.12 0.02 0.00 7120 251.20 12.00 116.00 1.00 51.02 0.14 0.00 7310 259.76 30.00 115.00 1.00 4269.27 1.94 0.14 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 6715 224.01 8.00 117.00 1.00 130.98 0.84 0.12 6755 284.83 8.00 117.00 1.00 163.11 1.04 0.22 6760 851.73 24.00 120.00 1.00 1615.30 1.15 0.21 6745 242.62 14.00 108.00 1.00 120.69 0.25 0.01 6740 448.92 16.00 90.00 1.00 1090.19 1.74 0.65 6735 1131.63 16.00 122.00 1.00 281.68 0.45 0.08 6630 375.94 16.00 116.00 1.00 1328.73 2.12 0.49 6635 296.84 16.00 116.00 1.00 1093.47 1.74 0.27 6640 491.92 16.00 116.00 1.00 907.38 1.45 0.32 6645 164.17 8.00 116.00 1.00 235.79 1.50 0.25 6650 344.46 8.00 116.00 1.00 133.70 0.85 0.19 6525 204.29 16.00 116.00 1.00 1147.76 1.83 0.20 6660 163.98 10.00 117.00 1.00 62.64 0.26 0.01 6665 740.87 8.00 116.00 1.00 108.21 0.69 0.27 6670 713.67 8.00 116.00 1.00 58.88 0.38 0.08 6675 262.73 8.00 116.00 1.00 95.86 0.61 0.08 6680 190.34 10.00 117.00 1.00 30.37 0.12 0.00 6685 349.58 10.00 117.00 1.00 98.53 0.40 0.04 6690 338.51 10.00 117.00 1.00 142.17 0.58 0.07 6695 190.29 8.00 117.00 1.00 70.99 0.45 0.03 6700 428.70 8.00 117.00 1.00 60.25 0.38 0.05 6705 169.02 8.00 117.00 1.00 50.60 0.32 0.01 6710 134.06 8.00 117.00 1.00 134.34 0.86 0.07 6750 1041.58 12.00 108.00 1.00 523.51 1.49 1.12 7185 39.09 8.00 110.00 1.00 10.62 0.07 0.00 7115 757.41 8.00 116.00 1.00 5.15 0.03 0.00 7250 770.47 8.00 114.00 1.00 3.94 0.03 0.00 7240 507.33 8.00 114.00 1.00 7.44 0.05 0.00 7235 284.93 8.00 114.00 1.00 16.92 0.11 0.00 7230 478.10 8.00 114.00 1.00 8.22 0.05 0.00 7260 412.52 8.00 114.00 1.00 31.89 0.20 0.02 7220 358.47 8.00 114.00 1.00 38.70 0.25 0.02 7145 528.35 8.00 116.00 1.00 11.60 0.07 0.00 7210 409.55 8.00 114.00 1.00 51.86 0.33 0.04 7255 665.08 8.00 114.00 1.00 19.84 0.13 0.01 7140 413.55 8.00 116.00 1.00 16.86 0.11 0.00 7245 418.52 8.00 114.00 1.00 8.81 0.06 0.00 7175 266.08 10.00 114.00 1.00 2.25 0.01 0.00 7225 457.70 8.00 114.00 1.00 31.05 0.20 0.02 7165 270.41 12.00 114.00 1.00 43.05 0.12 0.00 7160 726.57 12.00 114.00 1.00 39.55 0.11 0.01 7155 195.20 8.00 108.00 1.00 32.13 0.21 0.01 7150 273.56 12.00 115.00 1.00 62.48 0.18 0.00 7215 584.88 8.00 114.00 1.00 6.33 0.04 0.00 6655 256.44 8.00 116.00 1.00 81.51 0.52 0.06 6725 288.66 16.00 116.00 1.00 892.43 1.42 0.18 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 7170 380.87 10.00 114.00 1.00 63.68 0.26 0.02 7180 192.52 8.00 114.00 1.00 26.19 0.17 0.01 6720 891.22 8.00 117.00 1.00 26.93 0.17 0.02 5750 1308.58 16.00 120.00 1.00 92.25 0.15 0.01 5915 119.37 16.00 115.00 1.00 0.00 0.00 0.00 5360 28.72 16.00 117.00 1.00 1337.13 2.13 0.04 5365 965.19 16.00 117.00 1.00 1337.13 2.13 1.25 5370 605.97 16.00 117.00 1.00 1335.96 2.13 0.79 5375 1062.85 16.00 117.00 1.00 1287.39 2.05 1.29 5816 253.46 12.00 116.00 1.00 6.18 0.02 0.00 5825 432.99 12.00 116.00 1.00 1.21 0.00 0.00 5930 614.39 16.00 115.00 1.00 26.74 0.04 0.00 5940 500.26 10.00 115.00 1.00 37.41 0.15 0.00 5945 349.08 12.00 115.00 1.00 26.89 0.08 0.00 7560 255.30 10.00 115.00 1.00 3.20 0.01 0.00 7565 542.60 8.00 115.00 1.00 0.60 0.00 0.00 7570 683.20 8.00 115.00 1.00 0.45 0.00 0.00 7585 392.37 12.00 115.00 1.00 3.98 0.01 0.00 7590 154.57 12.00 115.00 1.00 0.00 0.00 0.00 7580 837.81 12.00 115.00 1.00 9.89 0.03 0.00 5805 396.52 10.00 116.00 1.00 3.67 0.01 0.00 5800 64.00 12.00 116.00 1.00 8.42 0.02 0.00 5795 491.89 12.00 116.00 1.00 14.59 0.04 0.00 5790 689.85 16.00 120.00 1.00 48.29 0.08 0.00 5785 1748.62 16.00 116.00 1.00 48.38 0.08 0.00 5780 203.37 16.00 116.00 1.00 33.01 0.05 0.00 5775 1667.28 12.00 117.00 1.00 15.28 0.04 0.00 5774 311.56 8.00 117.00 1.00 15.28 0.10 0.00 5815 1040.29 12.00 116.00 1.00 5.23 0.01 0.00 5810 437.41 10.00 116.00 1.00 2.24 0.01 0.00 5420 188.03 16.00 100.00 1.00 366.44 0.58 0.03 5400 2165.69 16.00 120.00 1.00 691.27 1.10 0.79 7575 232.54 8.00 115.00 1.00 0.45 0.00 0.00 5817 96.69 12.00 116.00 1.00 5.23 0.01 0.00 5399 1448.52 16.00 120.00 1.00 1389.87 2.22 1.93 P15 545.08 8.00 127.00 1.00 6.57 0.04 0.00 P27 572.88 8.00 127.00 1.00 26.12 0.17 0.01 P29 501.35 8.00 127.00 1.00 46.03 0.29 0.03 P43 527.12 8.00 127.00 1.00 40.36 0.26 0.03 P45 1474.32 8.00 127.00 1.00 190.96 1.22 1.31 P79 752.48 8.00 127.00 1.00 60.60 0.39 0.08 P85 1374.59 8.00 127.00 1.00 44.64 0.28 0.08 P97 389.33 8.00 127.00 1.00 3.01 0.02 0.00 P99 767.74 8.00 127.00 1.00 1.92 0.01 0.00 P109 867.64 8.00 127.00 1.00 0.80 0.01 0.00 P113 439.53 8.00 127.00 1.00 0.24 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P115 1011.19 8.00 127.00 1.00 0.80 0.01 0.00 P117 1583.02 8.00 127.00 1.00 28.41 0.18 0.04 P119 173.09 8.00 127.00 1.00 30.92 0.20 0.01 P123 84.91 8.00 127.00 1.00 29.05 0.19 0.00 P125 756.95 8.00 127.00 1.00 44.72 0.29 0.05 P127 346.24 8.00 127.00 1.00 28.41 0.18 0.01 P131 452.81 8.00 130.00 1.00 10.18 0.06 0.00 P133 253.60 8.00 130.00 1.00 6.66 0.04 0.00 P135 586.15 8.00 130.00 1.00 23.60 0.15 0.01 P137 610.93 8.00 130.00 1.00 4.90 0.03 0.00 P139 307.58 8.00 130.00 1.00 12.71 0.08 0.00 P141 647.02 8.00 130.00 1.00 31.07 0.20 0.02 P143 274.65 8.00 130.00 1.00 34.74 0.22 0.01 P145 512.40 10.00 130.00 1.00 74.55 0.30 0.03 P147 182.58 10.00 130.00 1.00 94.71 0.39 0.01 P149 762.42 10.00 130.00 1.00 98.83 0.40 0.06 P151 666.91 12.00 127.00 1.00 11.64 0.03 0.00 P155 222.23 12.00 127.00 1.00 8.36 0.02 0.00 P157 85.36 12.00 120.00 1.00 17.16 0.05 0.00 P159 192.64 12.00 127.00 1.00 3.28 0.01 0.00 P161 265.64 12.00 127.00 1.00 2.01 0.01 0.00 P165 935.92 8.00 127.00 1.00 157.18 1.00 0.58 P167 412.35 8.00 127.00 1.00 47.36 0.30 0.03 P169 496.97 8.00 127.00 1.00 16.50 0.11 0.00 P171 211.25 8.00 127.00 1.00 2.49 0.02 0.00 P173 205.29 8.00 127.00 1.00 2.49 0.02 0.00 P175 671.95 8.00 127.00 1.00 30.65 0.20 0.02 P177 575.67 8.00 127.00 1.00 25.25 0.16 0.01 P179 181.42 8.00 127.00 1.00 0.00 0.00 0.00 P181 557.21 8.00 127.00 1.00 55.32 0.35 0.05 P183 138.03 8.00 127.00 1.00 55.10 0.35 0.01 P187 1129.84 8.00 127.00 1.00 0.00 0.00 0.00 P189 1397.54 10.00 127.00 1.00 87.92 0.36 0.10 P193 129.26 8.00 120.00 1.00 2.51 0.02 0.00 P197 299.21 8.00 127.00 1.00 8.66 0.06 0.00 P205 590.11 10.00 127.00 1.00 33.30 0.14 0.01 P207 1554.39 10.00 127.00 1.00 21.37 0.09 0.01 P209 1449.82 8.00 120.00 1.00 59.88 0.38 0.17 P217 1971.56 8.00 120.00 1.00 38.96 0.25 0.10 P221 576.96 8.00 120.00 1.00 17.50 0.11 0.01 P241 2339.55 16.00 115.00 1.00 396.43 0.63 0.33 P249 206.20 8.00 127.00 1.00 20.30 0.13 0.00 P253 1049.36 8.00 127.00 1.00 86.80 0.55 0.22 P283 3499.78 12.00 120.00 1.00 763.37 2.17 6.24 P287 4795.45 8.00 130.00 1.00 0.12 0.00 0.00 P289 912.50 36.00 130.00 1.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P295 376.85 8.00 127.00 1.00 73.43 0.47 0.06 P299 1344.62 8.00 120.00 1.00 44.97 0.29 0.09 P301 269.06 8.00 127.00 1.00 20.30 0.13 0.00 P303 376.04 8.00 127.00 1.00 0.00 0.00 0.00 P935 453.66 12.00 127.00 1.00 3.28 0.01 0.00 P947 591.23 12.00 127.00 1.00 2.01 0.01 0.00 P961 161.15 8.00 127.00 1.00 9.26 0.06 0.00 P963 147.53 8.00 127.00 1.00 14.30 0.09 0.00 P965 335.01 8.00 127.00 1.00 9.19 0.06 0.00 P967 225.76 8.00 127.00 1.00 28.47 0.18 0.01 P971 325.09 10.00 127.00 1.00 123.59 0.50 0.04 P973 634.50 10.00 127.00 1.00 150.80 0.62 0.12 P991 1350.99 12.00 127.00 1.00 170.86 0.48 0.14 P1009 1538.10 8.00 127.00 1.00 109.70 0.70 0.49 P1013 138.67 12.00 112.00 1.00 0.00 0.00 0.00 P1017 3682.66 30.00 115.00 1.00 1712.69 0.78 0.37 P1027 316.17 30.00 115.00 1.00 1604.32 0.73 0.03 P1035 879.23 8.00 127.00 1.00 1.74 0.01 0.00 P1041 72.61 8.00 127.00 1.00 3.52 0.02 0.00 P1049 344.35 8.00 127.00 1.00 1.40 0.01 0.00 P1051 299.64 8.00 130.00 1.00 96.49 0.62 0.07 P1053 610.67 12.00 127.00 1.00 38.64 0.11 0.00 P1061 548.38 10.00 127.00 1.00 42.32 0.17 0.01 P1069 231.36 8.00 127.00 1.00 84.30 0.54 0.05 P1071 44.43 8.00 127.00 1.00 54.30 0.35 0.00 P1089 819.98 10.00 127.00 1.00 93.44 0.38 0.07 P1095 531.59 10.00 127.00 1.00 5.93 0.02 0.00 P1105 248.54 10.00 127.00 1.00 115.67 0.47 0.03 P1109 852.59 8.00 127.00 1.00 2.81 0.02 0.00 P1117 2060.00 8.00 127.00 1.00 19.82 0.13 0.03 P1119 738.33 10.00 127.00 1.00 70.11 0.29 0.03 P1121 476.50 8.00 127.00 1.00 23.84 0.15 0.01 P1125 1670.76 10.00 127.00 1.00 159.48 0.65 0.36 P1127 335.60 8.00 127.00 1.00 57.40 0.37 0.03 P1129 372.70 10.00 127.00 1.00 123.84 0.51 0.05 P1133 342.13 10.00 127.00 1.00 103.35 0.42 0.03 P1137 249.91 12.00 127.00 1.00 66.01 0.19 0.00 P1139 199.33 8.00 127.00 1.00 28.09 0.18 0.01 P1141 109.49 10.00 127.00 1.00 119.19 0.49 0.01 P1143 32.52 8.00 127.00 1.00 25.79 0.16 0.00 P1147 291.94 8.00 127.00 1.00 30.57 0.20 0.01 P1149 768.88 8.00 127.00 1.00 36.26 0.23 0.03 P1151 680.53 8.00 127.00 1.00 56.02 0.36 0.06 P1155 860.24 8.00 127.00 1.00 27.49 0.18 0.02 P1173 372.00 8.00 127.00 1.00 1.82 0.01 0.00 P1177 897.41 8.00 127.00 1.00 26.12 0.17 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1181 167.83 12.00 127.00 1.00 104.43 0.30 0.01 P1183 349.10 12.00 127.00 1.00 348.33 0.99 0.12 P1187 218.84 8.00 127.00 1.00 16.81 0.11 0.00 P1197 64.70 8.00 127.00 1.00 5.95 0.04 0.00 P1201 269.73 8.00 127.00 1.00 48.70 0.31 0.02 P1213 580.57 8.00 130.00 1.00 107.98 0.69 0.17 P1225 262.75 12.00 130.00 1.00 227.57 0.65 0.04 P1227 268.96 12.00 130.00 1.00 171.24 0.49 0.03 P1229 804.72 8.00 130.00 1.00 29.81 0.19 0.02 P1231 362.85 8.00 130.00 1.00 7.50 0.05 0.00 P1233 544.97 8.00 130.00 1.00 5.67 0.04 0.00 P1235 606.79 8.00 130.00 1.00 48.37 0.31 0.04 P1237 951.79 12.00 130.00 1.00 137.52 0.39 0.06 P1239 658.00 8.00 127.00 1.00 1.77 0.01 0.00 P1243 164.96 8.00 127.00 1.00 5.97 0.04 0.00 P1255 1154.10 8.00 125.00 1.00 13.33 0.09 0.01 P1257 349.38 8.00 125.00 1.00 57.11 0.36 0.03 P1261 878.02 8.00 125.00 1.00 7.94 0.05 0.00 P1267 176.65 8.00 130.00 1.00 92.70 0.59 0.04 P1273 769.62 8.00 130.00 1.00 68.41 0.44 0.10 P1293 542.97 8.00 127.00 1.00 6.03 0.04 0.00 P1309 418.96 8.00 127.00 1.00 1.83 0.01 0.00 P1313 336.36 8.00 127.00 1.00 78.77 0.50 0.06 P1315 320.59 8.00 127.00 1.00 68.22 0.44 0.04 P1317 591.47 30.00 115.00 1.00 2807.23 1.27 0.15 P1321 144.66 8.00 127.00 1.00 3.34 0.02 0.00 P1323 259.21 8.00 127.00 1.00 1.27 0.01 0.00 P1343 397.54 8.00 120.00 1.00 0.96 0.01 0.00 P1345 548.62 8.00 120.00 1.00 30.11 0.19 0.02 P1347 923.38 8.00 120.00 1.00 9.31 0.06 0.00 P1349 486.79 8.00 120.00 1.00 10.24 0.07 0.00 P1351 278.86 8.00 120.00 1.00 16.63 0.11 0.00 P1359 1196.73 8.00 120.00 1.00 30.07 0.19 0.04 P1365 168.19 8.00 130.00 1.00 26.99 0.17 0.00 P1371 292.33 8.00 130.00 1.00 28.35 0.18 0.01 P1375 571.41 8.00 130.00 1.00 12.40 0.08 0.00 P1381 1249.60 8.00 130.00 1.00 3.16 0.02 0.00 P1383 693.66 10.00 125.00 1.00 37.56 0.15 0.01 P1385 101.91 8.00 130.00 1.00 35.25 0.22 0.00 P1387 245.99 8.00 130.00 1.00 38.66 0.25 0.01 P1389 139.82 8.00 130.00 1.00 10.49 0.07 0.00 P1391 297.55 8.00 130.00 1.00 19.78 0.13 0.00 P1395 1260.92 8.00 130.00 1.00 9.07 0.06 0.00 P1397 1766.64 10.00 130.00 1.00 81.36 0.33 0.10 P1399 244.47 12.00 120.00 1.00 320.76 0.91 0.09 P1401 408.16 8.00 120.00 1.00 91.11 0.58 0.10 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1403 163.65 8.00 130.00 1.00 56.35 0.36 0.01 P1405 126.26 16.00 130.00 1.00 249.57 0.40 0.01 P1407 226.62 8.00 130.00 1.00 58.32 0.37 0.02 P1409 302.66 16.00 130.00 1.00 247.00 0.39 0.01 P1421 319.88 8.00 120.00 1.00 32.30 0.21 0.01 P1423 364.00 8.00 120.00 1.00 4.48 0.03 0.00 P1425 155.86 8.00 120.00 1.00 18.90 0.12 0.00 P1431 855.14 8.00 130.00 1.00 38.41 0.25 0.04 P1435 504.86 8.00 127.00 1.00 25.29 0.16 0.01 P1437 151.19 8.00 127.00 1.00 165.58 1.06 0.10 P1439 210.17 8.00 127.00 1.00 186.05 1.19 0.18 P1441 546.55 8.00 127.00 1.00 17.78 0.11 0.01 P1449 1269.67 8.00 127.00 1.00 0.00 0.00 0.00 P1455 633.23 10.00 125.00 1.00 37.56 0.15 0.01 P1459 187.86 8.00 130.00 1.00 33.68 0.21 0.01 P1461 248.43 8.00 130.00 1.00 4.51 0.03 0.00 P1463 268.74 8.00 130.00 1.00 5.22 0.03 0.00 P1465 357.97 8.00 127.00 1.00 21.11 0.13 0.01 P1467 345.44 8.00 127.00 1.00 2.32 0.01 0.00 P1471 283.87 8.00 127.00 1.00 20.70 0.13 0.00 P1477 850.67 8.00 127.00 1.00 20.77 0.13 0.01 P1479 373.74 8.00 127.00 1.00 108.30 0.69 0.12 P1481 1067.73 8.00 127.00 1.00 64.90 0.41 0.13 P1483 646.87 8.00 127.00 1.00 79.87 0.51 0.11 P1485 765.91 8.00 127.00 1.00 68.52 0.44 0.10 P1487 709.07 8.00 127.00 1.00 135.32 0.86 0.33 P1491 189.57 8.00 127.00 1.00 42.88 0.27 0.01 P1495 1362.18 8.00 130.00 1.00 57.51 0.37 0.13 P1497 785.96 8.00 127.00 1.00 11.45 0.07 0.00 P1499 426.16 8.00 127.00 1.00 65.01 0.41 0.05 P1501 391.87 8.00 127.00 1.00 59.59 0.38 0.04 P1503 771.03 8.00 127.00 1.00 53.21 0.34 0.06 P1505 756.70 8.00 127.00 1.00 41.17 0.26 0.04 P1525 402.48 10.00 120.00 1.00 16.22 0.07 0.00 P1527 112.98 10.00 120.00 1.00 8.77 0.04 0.00 P1541 189.73 8.00 127.00 1.00 73.29 0.47 0.03 P1543 11.87 10.00 127.00 1.00 274.95 1.12 0.01 P1545 402.85 10.00 127.00 1.00 179.23 0.73 0.11 P1549 511.46 8.00 120.00 1.00 44.15 0.28 0.03 P1555 378.01 8.00 120.00 1.00 19.44 0.12 0.01 P1557 661.05 8.00 120.00 1.00 0.56 0.00 0.00 P1565 393.73 8.00 130.00 1.00 13.97 0.09 0.00 P1567 275.27 8.00 130.00 1.00 0.27 0.00 0.00 P1569 551.01 8.00 130.00 1.00 11.45 0.07 0.00 P1571 415.25 16.00 130.00 1.00 316.84 0.51 0.03 P1573 126.64 8.00 130.00 1.00 67.45 0.43 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1579 183.49 8.00 127.00 1.00 63.86 0.41 0.02 P1587 79.33 8.00 127.00 1.00 5.23 0.03 0.00 P1599 204.48 8.00 130.00 1.00 41.97 0.27 0.01 P1605 286.37 10.00 127.00 1.00 82.35 0.34 0.02 P1615 668.91 8.00 127.00 1.00 0.00 0.00 0.00 P1627 554.26 8.00 127.00 1.00 45.45 0.29 0.03 P1629 366.23 8.00 127.00 1.00 36.58 0.23 0.02 P1631 719.09 8.00 127.00 1.00 13.69 0.09 0.00 P1645 1346.52 14.00 127.00 1.00 439.92 0.92 0.37 P1647 464.02 12.00 130.00 1.00 341.55 0.97 0.16 P1649 253.87 8.00 130.00 1.00 16.73 0.11 0.00 P1651 60.84 12.00 120.00 1.00 172.56 0.49 0.01 P1653 547.13 12.00 120.00 1.00 172.56 0.49 0.06 P1669 1240.38 8.00 120.00 1.00 30.71 0.20 0.04 P1673 1689.75 8.00 120.00 1.00 40.17 0.26 0.09 P1675 659.79 8.00 130.00 1.00 4.47 0.03 0.00 P1679 235.64 8.00 130.00 1.00 37.40 0.24 0.01 P1681 134.91 8.00 127.00 1.00 10.16 0.06 0.00 P1685 338.06 8.00 120.00 1.00 2.71 0.02 0.00 P1697 827.44 8.00 127.00 1.00 18.33 0.12 0.01 P1699 360.17 8.00 127.00 1.00 36.15 0.23 0.01 P1707 864.80 8.00 130.00 1.00 152.56 0.97 0.49 P1715 234.72 8.00 127.00 1.00 17.80 0.11 0.00 P1717 306.40 12.00 127.00 1.00 125.58 0.36 0.02 P1735 229.56 8.00 120.00 1.00 31.30 0.20 0.01 P1737 160.91 8.00 120.00 1.00 3.30 0.02 0.00 P1739 357.43 12.00 127.00 1.00 57.60 0.16 0.00 P1751 415.64 8.00 127.00 1.00 1.12 0.01 0.00 P1765 851.48 8.00 127.00 1.00 13.81 0.09 0.01 P1769 11.66 6.00 127.00 1.00 0.00 0.00 0.00 P1775 346.92 10.00 120.00 1.00 178.24 0.73 0.10 P1180 579.60 12.00 120.00 1.00 767.07 2.18 1.04 1182 608.36 36.00 120.00 1.00 3637.51 1.15 0.09 1194 1060.76 16.00 127.00 1.00 224.63 0.36 0.04 1196 76.29 10.00 127.00 1.00 5.14 0.02 0.00 1198 410.34 36.00 120.00 1.00 3634.68 1.15 0.06 1204 487.01 8.00 127.00 1.00 81.77 0.52 0.09 1206 122.21 8.00 127.00 1.00 201.65 1.29 0.12 1208 86.02 8.00 127.00 1.00 8.18 0.05 0.00 1212 167.40 16.00 125.00 1.00 151.46 0.24 0.00 1214 385.21 8.00 127.00 1.00 67.48 0.43 0.05 1216 169.61 8.00 127.00 1.00 129.90 0.83 0.07 1218 364.26 8.00 127.00 1.00 107.02 0.68 0.11 1222 173.81 8.00 127.00 1.00 230.99 1.47 0.22 1224 922.00 16.00 120.00 1.00 953.69 1.52 0.61 1226 39.94 6.00 120.00 1.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1232 6.35 10.00 120.00 1.00 0.00 0.00 0.00 1234 12.30 10.00 127.00 1.00 0.00 0.00 0.00 1236 217.46 16.00 125.00 1.00 871.94 1.39 0.11 1238 97.74 12.00 127.00 1.00 278.37 0.79 0.02 1248 30.10 12.00 127.00 1.00 278.37 0.79 0.01 1252 11.81 10.00 127.00 1.00 0.00 0.00 0.00 1254 1465.61 12.00 127.00 1.00 114.46 0.32 0.07 1256 1520.93 16.00 125.00 1.00 461.05 0.74 0.24 1264 352.71 36.00 120.00 1.00 3637.95 1.15 0.05 1266 257.33 18.00 120.00 1.00 206.76 0.26 0.01 1268 465.26 8.00 127.00 1.00 30.92 0.20 0.01 1272 169.88 8.00 127.00 1.00 1.96 0.01 0.00 1274 174.30 8.00 127.00 1.00 193.31 1.23 0.16 1276 309.50 8.00 127.00 1.00 2.49 0.02 0.00 1282 82.82 8.00 127.00 1.00 17.50 0.11 0.00 1286 161.68 8.00 127.00 1.00 16.31 0.10 0.00 1288 169.53 8.00 127.00 1.00 0.00 0.00 0.00 1296 116.80 16.00 120.00 1.00 647.88 1.03 0.04 1298 191.50 8.00 127.00 1.00 2.51 0.02 0.00 1302 151.62 10.00 130.00 1.00 47.22 0.19 0.00 1304 366.75 10.00 127.00 1.00 33.81 0.14 0.00 1306 293.71 10.00 120.00 1.00 40.43 0.17 0.01 1308 151.72 10.00 120.00 1.00 45.88 0.19 0.00 1312 1368.40 12.00 116.00 1.00 0.00 0.00 0.00 1318 342.59 10.00 120.00 1.00 6.71 0.03 0.00 1324 269.35 12.00 114.00 1.00 139.43 0.40 0.02 1326 628.45 12.00 127.00 1.00 68.19 0.19 0.01 1332 681.13 12.00 127.00 1.00 52.35 0.15 0.01 1336 553.19 12.00 127.00 1.00 101.04 0.29 0.02 1338 1150.83 24.00 116.00 1.00 2693.25 1.91 0.77 1344 281.10 16.00 120.00 1.00 557.25 0.89 0.07 1346 806.23 12.00 120.00 1.00 46.65 0.13 0.01 1348 1563.95 12.00 120.00 1.00 37.28 0.11 0.01 1352 373.66 12.00 120.00 1.00 19.47 0.06 0.00 1354 316.21 8.00 120.00 1.00 0.00 0.00 0.00 1356 520.24 18.00 120.00 1.00 1068.30 1.35 0.24 1362 50.75 8.00 127.00 1.00 0.94 0.01 0.00 1364 1069.78 30.00 108.00 1.00 2866.59 1.30 0.31 1366 628.30 30.00 108.00 1.00 2776.18 1.26 0.17 1368 1417.57 16.00 113.00 1.00 1048.62 1.67 1.25 1372 742.62 16.00 113.00 1.00 916.50 1.46 0.51 1374 782.01 8.00 130.00 1.00 81.45 0.52 0.14 1376 663.82 12.00 120.00 1.00 285.23 0.81 0.19 1384 242.57 8.00 120.00 1.00 38.29 0.24 0.01 1388 440.45 8.00 127.00 1.00 5.20 0.03 0.00 1392 445.51 12.00 127.00 1.00 172.95 0.49 0.05 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1398 47.75 27.00 100.00 1.00 2316.23 1.30 0.02 1402 247.07 12.00 113.00 1.00 151.77 0.43 0.02 1404 1643.73 12.00 127.00 1.00 86.07 0.24 0.05 1412 257.48 8.00 115.00 1.00 64.00 0.41 0.04 1416 170.14 10.00 130.00 1.00 51.12 0.21 0.00 1422 958.86 18.00 130.00 1.00 320.63 0.40 0.04 1428 262.76 16.00 130.00 1.00 6.77 0.01 0.00 1436 404.90 12.00 127.00 1.00 73.85 0.21 0.01 1438 392.36 12.00 127.00 0.00 0.00 0.00 0.00 1442 638.84 12.00 127.00 1.00 28.06 0.08 0.00 1446 115.25 12.00 127.00 1.00 107.17 0.30 0.00 1448 1169.05 8.00 120.00 1.00 21.04 0.13 0.02 1464 866.40 8.00 127.00 1.00 0.00 0.00 0.00 1472 1068.47 16.00 114.00 1.00 392.43 0.63 0.12 1474 100.07 8.00 120.00 1.00 9.71 0.06 0.00 1476 149.45 16.00 116.00 1.00 1052.74 1.68 0.13 1478 125.49 16.00 116.00 1.00 964.98 1.54 0.09 1482 133.64 8.00 120.00 1.00 36.39 0.23 0.01 1484 460.92 8.00 127.00 1.00 0.00 0.00 0.00 1486 187.63 12.00 116.00 1.00 213.91 0.61 0.03 1488 204.61 16.00 116.00 1.00 820.62 1.31 0.11 1492 237.08 16.00 116.00 1.00 803.35 1.28 0.12 1494 420.71 8.00 120.00 1.00 13.13 0.08 0.00 1496 437.30 8.00 120.00 1.00 170.37 1.09 0.35 1498 1370.03 12.00 127.00 1.00 135.02 0.38 0.09 1504 280.81 8.00 120.00 1.00 91.11 0.58 0.07 1508 107.80 8.00 127.00 1.00 51.72 0.33 0.01 1512 1460.14 14.00 127.00 1.00 440.33 0.92 0.40 1514 7.69 8.00 120.00 1.00 21.90 0.14 0.00 1516 480.64 8.00 127.00 1.00 20.52 0.13 0.01 1518 205.92 12.00 130.00 1.00 87.76 0.25 0.01 1522 597.13 12.00 120.00 1.00 227.21 0.64 0.11 1524 379.18 12.00 120.00 1.00 353.29 1.00 0.16 1526 811.98 12.00 127.00 1.00 313.60 0.89 0.23 1532 1159.85 16.00 120.00 1.00 281.68 0.45 0.08 1536 359.56 12.00 120.00 1.00 0.62 0.00 0.00 1538 101.01 12.00 127.00 1.00 2.94 0.01 0.00 1542 213.27 8.00 127.00 1.00 1.85 0.01 0.00 1544 187.91 8.00 127.00 1.00 183.49 1.17 0.16 1558 649.13 18.00 125.00 1.00 983.35 1.24 0.24 1562 1901.16 18.00 127.00 1.00 981.70 1.24 0.67 1566 450.86 10.00 120.00 1.00 25.07 0.10 0.00 1572 634.54 18.00 127.00 1.00 745.33 0.94 0.14 1574 212.51 8.00 120.00 1.00 71.75 0.46 0.03 1576 480.78 12.00 120.00 1.00 97.61 0.28 0.02 1584 239.97 8.00 130.00 1.00 8.76 0.06 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1586 240.48 12.00 127.00 1.00 57.91 0.16 0.00 1592 337.78 16.00 120.00 1.00 396.39 0.63 0.04 1594 282.07 12.00 127.00 1.00 87.48 0.25 0.01 1598 87.99 12.00 120.00 1.00 40.86 0.12 0.00 1602 702.43 12.00 120.00 1.00 0.16 0.00 0.00 1604 1058.04 12.00 120.00 1.00 114.13 0.32 0.06 1606 263.41 8.00 120.00 1.00 25.76 0.16 0.01 1608 37.06 12.00 127.00 1.00 170.89 0.48 0.00 1612 173.88 18.00 120.00 1.00 175.81 0.22 0.00 1618 642.69 8.00 120.00 1.00 1.31 0.01 0.00 1622 146.41 12.00 120.00 1.00 10.29 0.03 0.00 1624 116.52 8.00 127.00 1.00 55.77 0.36 0.01 1626 659.19 8.00 127.00 1.00 208.96 1.33 0.69 1628 350.19 18.00 116.00 1.00 481.11 0.61 0.04 1632 448.38 8.00 127.00 1.00 32.12 0.20 0.01 1634 490.50 12.00 120.00 1.00 371.84 1.05 0.23 1636 510.34 8.00 120.00 1.00 55.10 0.35 0.05 1638 216.08 18.00 120.00 1.00 176.07 0.22 0.00 1640 109.31 18.00 120.00 1.00 176.07 0.22 0.00 1642 211.39 18.00 120.00 1.00 190.82 0.24 0.00 1644 96.08 16.00 120.00 1.00 350.70 0.56 0.01 1646 508.96 8.00 127.00 1.00 0.30 0.00 0.00 1648 182.22 16.00 120.00 1.00 647.88 1.03 0.06 1652 72.14 12.00 116.00 1.00 115.27 0.33 0.00 1654 430.32 8.00 127.00 1.00 16.96 0.11 0.00 1656 157.90 10.00 116.00 1.00 54.89 0.22 0.01 1658 964.86 8.00 120.00 1.00 0.00 0.00 0.00 1668 89.56 8.00 120.00 1.00 0.00 0.00 0.00 1672 101.49 8.00 120.00 1.00 0.00 0.00 0.00 1674 653.03 16.00 113.00 1.00 1178.93 1.88 0.72 1676 409.04 8.00 130.00 1.00 154.45 0.99 0.23 1678 787.22 8.00 120.00 1.00 8.77 0.06 0.00 1682 310.23 12.00 120.00 1.00 154.71 0.44 0.03 1684 331.54 12.00 120.00 1.00 172.56 0.49 0.04 1686 264.64 12.00 115.00 1.00 72.09 0.20 0.01 1688 180.16 10.00 114.00 1.00 46.08 0.19 0.00 1692 471.97 10.00 127.00 1.00 23.96 0.10 0.00 1694 427.04 10.00 130.00 1.00 0.00 0.00 0.00 1696 686.22 12.00 114.00 1.00 213.19 0.60 0.13 1698 1699.04 24.00 122.00 1.00 2689.58 1.91 1.03 1704 501.88 8.00 127.00 1.00 20.30 0.13 0.01 1706 419.23 14.00 120.00 1.00 710.92 1.48 0.31 1708 208.19 8.00 127.00 1.00 5.29 0.03 0.00 1722 464.46 30.00 115.00 1.00 2804.56 1.27 0.11 1724 671.85 8.00 127.00 1.00 49.90 0.32 0.05 1728 173.94 12.00 117.00 1.00 166.74 0.47 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1756 1719.46 12.00 125.00 1.00 2.13 0.01 0.00 1766 60.11 8.00 120.00 1.00 0.00 0.00 0.00 1768 180.95 8.00 120.00 1.00 0.85 0.01 0.00 1772 16.76 8.00 120.00 1.00 333.03 2.13 0.05 1774 16.70 8.00 120.00 1.00 0.00 0.00 0.00 1776 13.74 12.00 120.00 1.00 1425.27 4.04 0.08 1778 21.73 12.00 120.00 1.00 0.00 0.00 0.00 1782 9.38 16.00 120.00 1.00 0.00 0.00 0.00 1784 19.27 12.00 120.00 1.00 172.23 0.49 0.00 1788 365.41 10.00 120.00 1.00 14.08 0.06 0.00 1792 32.31 10.00 120.00 1.00 62.61 0.26 0.00 1802 40.85 10.00 120.00 1.00 0.00 0.00 0.00 1804 32.95 14.00 120.00 1.00 0.00 0.00 0.00 1806 319.44 14.00 127.00 1.00 16.71 0.03 0.00 1808 29.86 10.00 120.00 1.00 0.00 0.00 0.00 1812 312.07 12.00 127.00 1.00 274.95 0.78 0.07 1816 58.05 16.00 120.00 1.00 0.00 0.00 0.00 1824 21.45 8.00 120.00 1.00 1.73 0.01 0.00 1832 84.98 8.00 120.00 1.00 0.00 0.00 0.00 P510-318-1-8 15.99 12.00 120.00 1.00 0.00 0.00 0.00 1846 184.42 12.00 120.00 1.00 89.89 0.26 0.01 1852 10.34 12.00 120.00 1.00 2.08 0.01 0.00 1854 6.85 10.00 120.00 1.00 813.97 3.33 0.03 1856 237.12 8.00 120.00 1.00 81.64 0.52 0.05 1858 355.72 10.00 130.00 1.00 50.09 0.20 0.01 1862 561.86 10.00 130.00 1.00 99.77 0.41 0.05 1864 196.27 8.00 130.00 1.00 7.41 0.05 0.00 1866 254.90 8.00 127.00 1.00 28.78 0.18 0.01 1868 206.84 10.00 127.00 1.00 113.64 0.46 0.02 1872 647.57 8.00 127.00 1.00 178.95 1.14 0.51 1874 449.28 8.00 127.00 1.00 78.78 0.50 0.08 1876 455.68 8.00 127.00 1.00 207.93 1.33 0.47 1878 372.29 8.00 127.00 1.00 119.38 0.76 0.14 1882 500.59 10.00 127.00 1.00 21.52 0.09 0.00 1884 1412.15 10.00 127.00 1.00 116.13 0.47 0.17 1886 278.67 10.00 127.00 1.00 123.59 0.50 0.04 1888 1346.32 8.00 127.00 1.00 53.87 0.34 0.11 1892 823.30 8.00 127.00 1.00 11.61 0.07 0.00 1894 693.87 8.00 127.00 0.00 0.00 0.00 0.00 1896 748.74 8.00 127.00 1.00 6.99 0.04 0.00 1902 738.61 8.00 127.00 1.00 835.97 5.34 10.11 1904 770.63 8.00 127.00 1.00 321.49 2.05 1.80 1906 487.64 6.00 110.00 1.00 17.13 0.19 0.03 1908 717.60 8.00 127.00 1.00 141.76 0.90 0.37 1912 1409.56 12.00 120.00 1.00 114.66 0.33 0.07 1914 315.19 12.00 120.00 1.00 283.83 0.81 0.09 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 1916 1431.97 8.00 127.00 1.00 5.61 0.04 0.00 1918 408.45 14.00 127.00 1.00 498.50 1.04 0.14 1922 746.76 14.00 127.00 1.00 420.29 0.88 0.19 1924 1326.83 8.00 127.00 1.00 57.96 0.37 0.13 1926 192.46 8.00 127.00 1.00 39.45 0.25 0.01 1928 521.59 12.00 125.00 1.00 268.78 0.76 0.12 1932 477.67 12.00 125.00 1.00 276.36 0.78 0.12 1934 1184.80 8.00 127.00 1.00 5.86 0.04 0.00 1936 722.05 8.00 127.00 1.00 24.60 0.16 0.01 1938 1378.46 8.00 127.00 1.00 50.66 0.32 0.10 1942 324.01 12.00 113.00 1.00 92.33 0.26 0.01 1944 1484.02 12.00 116.00 1.00 206.29 0.59 0.25 1946 70.11 8.00 130.00 1.00 43.39 0.28 0.00 1948 646.22 12.00 130.00 1.00 39.53 0.11 0.00 1952 539.15 12.00 130.00 1.00 45.52 0.13 0.00 1956 512.70 12.00 127.00 1.00 451.79 1.28 0.31 1958 691.55 16.00 125.00 1.00 282.46 0.45 0.04 1964 1052.51 16.00 125.00 1.00 691.27 1.10 0.36 1966 732.43 16.00 125.00 1.00 158.39 0.25 0.02 1968 262.46 12.00 125.00 1.00 164.18 0.47 0.03 1972 845.64 16.00 115.00 1.00 383.58 0.61 0.11 1974 210.04 6.00 120.00 1.00 60.38 0.69 0.10 1982 348.74 12.00 120.00 1.00 62.25 0.18 0.01 1984 1042.42 10.00 108.00 1.00 51.18 0.21 0.04 1986 898.12 12.00 116.00 1.00 79.57 0.23 0.03 1992 300.67 12.00 112.00 1.00 389.53 1.11 0.18 1994 377.80 14.00 120.00 1.00 396.97 0.83 0.09 1996 310.86 8.00 130.00 1.00 41.12 0.26 0.02 1998 193.90 8.00 130.00 1.00 14.20 0.09 0.00 2002 227.09 12.00 120.00 1.00 91.11 0.26 0.01 2004 1062.10 10.00 127.00 1.00 165.73 0.68 0.24 2012 175.08 12.00 127.00 1.00 108.60 0.31 0.01 2014 294.68 12.00 120.00 1.00 321.92 0.91 0.11 2018 139.62 8.00 130.00 1.00 96.06 0.61 0.03 2032 193.90 12.00 120.00 1.00 424.31 1.20 0.12 2034 1510.80 16.00 120.00 1.00 787.79 1.26 0.70 2036 763.57 6.00 120.00 1.00 21.36 0.24 0.05 2038 1641.36 12.00 127.00 1.00 501.88 1.42 1.21 2040 614.71 10.00 120.00 1.00 31.49 0.13 0.01 2042 1290.61 10.00 120.00 1.00 0.00 0.00 0.00 2044 310.91 12.00 120.00 1.00 65.01 0.18 0.01 2046 403.04 12.00 120.00 1.00 39.35 0.11 0.00 2048 477.49 12.00 120.00 1.00 2.54 0.01 0.00 2052 409.41 12.00 120.00 1.00 19.46 0.06 0.00 2054 554.19 12.00 120.00 1.00 127.39 0.36 0.04 2056 1250.54 12.00 120.00 1.00 80.59 0.23 0.03 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS 2058 711.87 12.00 120.00 1.00 80.59 0.23 0.02 2062 1020.62 6.00 97.00 1.00 17.95 0.20 0.08 2064 195.49 10.00 108.00 1.00 30.27 0.12 0.00 2072 916.81 12.00 120.00 1.00 101.46 0.29 0.04 2074 304.44 6.00 110.00 1.00 143.79 1.63 0.85 2076 675.63 6.00 120.00 1.00 131.52 1.49 1.36 2082 930.41 27.00 120.00 1.00 3716.08 2.08 0.59 2088 14.42 8.00 127.00 1.00 20.84 0.13 0.00 2092 522.18 8.00 127.00 1.00 39.82 0.25 0.03 2094 405.99 8.00 127.00 1.00 35.32 0.23 0.02 2096 1195.36 18.00 127.00 1.00 884.10 1.11 0.35 2098 1455.82 8.00 130.00 1.00 169.64 1.08 1.00 2102 1027.63 8.00 120.00 1.00 161.73 1.03 0.75 2104 315.34 12.00 127.00 1.00 160.46 0.46 0.03 2106 265.88 12.00 127.00 1.00 62.65 0.18 0.00 2108 1335.41 8.00 130.00 1.00 6.37 0.04 0.00 2112 1268.69 8.00 130.00 1.00 36.27 0.23 0.05 2114 66.39 8.00 120.00 1.00 7.07 0.05 0.00 2116 154.49 12.00 120.00 1.00 4.77 0.01 0.00 2118 127.40 12.00 120.00 1.00 40.86 0.12 0.00 2124 1255.72 8.00 120.00 1.00 86.56 0.55 0.29 2126 397.72 10.00 120.00 1.00 46.41 0.19 0.01 2128 129.47 10.00 120.00 1.00 126.51 0.52 0.02 2134 25.46 8.00 120.00 1.00 0.21 0.00 0.00 2136 153.31 8.00 130.00 1.00 40.53 0.26 0.01 P1 357.62 6.00 113.00 1.00 11.11 0.13 0.01 P11 953.56 6.00 113.00 1.00 0.96 0.01 0.00 P1113 156.60 16.00 120.00 1.00 429.15 0.68 0.02 P-A1-1 497.53 8.00 130.00 1.00 6.81 0.04 0.00 P-A1-3 264.49 8.00 130.00 1.00 18.95 0.12 0.00 P-A1-4 129.89 8.00 130.00 1.00 4.74 0.03 0.00 P-A1-5 120.62 8.00 130.00 1.00 4.58 0.03 0.00 P-A1-6 452.77 8.00 130.00 1.00 4.38 0.03 0.00 P-A1-7 977.53 8.00 130.00 1.00 8.68 0.06 0.00 P-A1-8 239.71 8.00 130.00 1.00 8.72 0.06 0.00 P-A1-9 489.13 8.00 130.00 1.00 3.34 0.02 0.00 P-A1-10 399.63 8.00 130.00 1.00 17.40 0.11 0.00 P-A1-11 194.65 8.00 130.00 1.00 4.18 0.03 0.00 P-A1-12 297.92 8.00 130.00 1.00 20.11 0.13 0.00 P1115 604.78 14.00 127.00 1.00 519.22 1.08 0.22 P1123 524.35 8.00 127.00 1.00 47.36 0.30 0.04 P1131 199.25 8.00 127.00 1.00 71.81 0.46 0.03 P1135 25.98 6.00 120.00 1.00 5.04 0.06 0.00 P1153 47.00 6.00 120.00 1.00 5.62 0.06 0.00 P1157 297.78 6.00 120.00 1.00 2.59 0.03 0.00 P1159 252.30 6.00 120.00 1.00 6.61 0.08 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1161 269.53 6.00 120.00 1.00 12.18 0.14 0.01 P1163 241.75 8.00 120.00 1.00 3.76 0.02 0.00 P1165 202.67 8.00 120.00 1.00 2.19 0.01 0.00 P1167 216.56 8.00 120.00 1.00 3.76 0.02 0.00 P1169 270.09 8.00 120.00 1.00 4.98 0.03 0.00 P1171 67.73 8.00 120.00 1.00 10.07 0.06 0.00 P1175 1815.67 8.00 120.00 1.00 36.02 0.23 0.08 P1185 452.70 6.00 120.00 1.00 8.63 0.10 0.01 P1189 291.15 6.00 120.00 1.00 3.62 0.04 0.00 P1191 90.18 6.00 120.00 1.00 4.93 0.06 0.00 P1193 264.69 6.00 120.00 1.00 9.53 0.11 0.00 P1195 44.99 6.00 120.00 1.00 7.88 0.09 0.00 P1199 500.48 6.00 120.00 1.00 9.11 0.10 0.01 P1203 587.09 6.00 120.00 1.00 4.95 0.06 0.00 P1205 374.31 6.00 120.00 1.00 15.29 0.17 0.01 P1207 1023.01 6.00 120.00 1.00 17.08 0.19 0.05 P1209 648.91 6.00 120.00 1.00 9.21 0.10 0.01 P1211 638.82 6.00 120.00 1.00 4.40 0.05 0.00 P1215 319.53 12.00 130.00 1.00 331.21 0.94 0.10 P1217 340.89 8.00 120.00 1.00 10.43 0.07 0.00 P1219 356.90 6.00 110.00 1.00 22.14 0.25 0.03 P1221 83.63 8.00 112.00 1.00 66.05 0.42 0.01 P1223 122.62 6.00 114.00 1.00 21.51 0.24 0.01 P1230 221.04 6.00 112.00 1.00 17.96 0.20 0.01 P1234 109.58 8.00 112.00 1.00 16.86 0.11 0.00 P1236 483.23 8.00 112.00 1.00 18.49 0.12 0.01 P1238 344.03 6.00 112.00 1.00 8.52 0.10 0.00 P1240 184.16 6.00 112.00 1.00 5.06 0.06 0.00 P1242 177.17 6.00 112.00 1.00 9.25 0.10 0.00 P1244 166.19 8.00 112.00 1.00 30.99 0.20 0.01 P1246 287.61 8.00 112.00 1.00 34.35 0.22 0.01 P1248 696.74 8.00 112.00 1.00 22.13 0.14 0.01 P1250 444.16 12.00 112.00 1.00 41.29 0.12 0.00 P1252 95.43 8.00 112.00 1.00 19.39 0.12 0.00 P1254 496.85 6.00 120.00 1.00 13.35 0.15 0.01 P1256 261.82 8.00 112.00 1.00 2.87 0.02 0.00 P1258 602.07 12.00 112.00 1.00 76.78 0.22 0.02 P-E2-0 898.68 8.00 115.00 1.00 3.74 0.02 0.00 P-E2-2 248.77 8.00 115.00 1.00 3.78 0.02 0.00 P-E2-3 274.40 8.00 115.00 1.00 4.26 0.03 0.00 P-E2-4 238.37 6.00 115.00 1.00 3.01 0.03 0.00 P-E2-5 214.80 6.00 115.00 1.00 5.28 0.06 0.00 P-E2-6 407.78 8.00 130.00 1.00 8.04 0.05 0.00 P-E2-7 581.13 8.00 130.00 1.00 5.49 0.04 0.00 P-E2-9 519.36 8.00 130.00 1.00 1.09 0.01 0.00 P-E2-10 221.98 8.00 130.00 1.00 10.81 0.07 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P-E2-11 207.15 8.00 130.00 1.00 47.31 0.30 0.01 P-E2-16 297.76 8.00 130.00 1.00 38.46 0.25 0.01 P-E2-19 314.54 8.00 130.00 1.00 28.60 0.18 0.01 P-E2-21 126.74 8.00 130.00 1.00 69.57 0.44 0.02 P-E2-24 488.93 8.00 130.00 1.00 17.69 0.11 0.01 P-E2-36 313.03 8.00 130.00 1.00 4.62 0.03 0.00 P-E2-41 277.73 8.00 130.00 1.00 72.20 0.46 0.04 NC-375-318-1 417.81 8.00 115.00 0.00 0.00 0.00 0.00 P-E2-44 453.59 8.00 115.00 1.00 4.82 0.03 0.00 P-E2-45 502.75 8.00 115.00 1.00 5.37 0.03 0.00 P-E2-46 167.61 8.00 115.00 1.00 2.49 0.02 0.00 P-E2-48 393.95 8.00 115.00 1.00 4.82 0.03 0.00 P-E2-50 470.89 8.00 115.00 1.00 3.20 0.02 0.00 P-E2-51 295.70 8.00 115.00 1.00 3.54 0.02 0.00 P-E2-53 427.10 8.00 115.00 1.00 6.19 0.04 0.00 P-E2-54 223.98 6.00 115.00 1.00 4.52 0.05 0.00 P-E2-56 410.81 6.00 115.00 1.00 11.07 0.13 0.01 P-E2-57 291.60 8.00 115.00 1.00 11.15 0.07 0.00 P-E2-58 416.65 8.00 130.00 1.00 6.13 0.04 0.00 P-E2-60 333.04 12.00 130.00 1.00 155.59 0.44 0.03 P-E2-62 584.09 8.00 130.00 1.00 12.70 0.08 0.00 P-E2-63 144.34 8.00 130.00 1.00 83.80 0.53 0.03 P-E2-64 413.93 8.00 130.00 1.00 3.24 0.02 0.00 P-E2-65 1366.96 8.00 130.00 1.00 95.11 0.61 0.32 P-E2-66 499.44 8.00 115.00 1.00 6.43 0.04 0.00 P-E2-67 149.61 8.00 130.00 1.00 82.63 0.53 0.03 P-E2-68 150.12 8.00 130.00 1.00 0.72 0.00 0.00 P-E2-69 354.72 8.00 130.00 1.00 80.58 0.51 0.06 P-E2-72 203.63 8.00 130.00 1.00 78.03 0.50 0.03 P-E2-76 189.93 8.00 130.00 1.00 76.40 0.49 0.03 P-E2-81 534.62 8.00 130.00 1.00 74.15 0.47 0.08 P-E2-83 211.99 8.00 130.00 1.00 1.51 0.01 0.00 P-E2-84 186.38 8.00 130.00 1.00 0.64 0.00 0.00 P-E2-85 197.18 8.00 130.00 1.00 1.13 0.01 0.00 P1260 294.75 8.00 112.00 1.00 24.13 0.15 0.01 P1262 164.73 8.00 120.00 1.00 9.35 0.06 0.00 P1264 283.41 16.00 114.00 1.00 409.05 0.65 0.04 P1266 182.85 12.00 120.00 1.00 351.52 1.00 0.08 P1268 39.73 12.00 120.00 1.00 437.19 1.24 0.03 P1270 285.77 8.00 120.00 1.00 97.99 0.63 0.08 P1272 353.04 8.00 120.00 1.00 145.29 0.93 0.21 P1274 1133.59 8.00 120.00 1.00 105.44 0.67 0.37 P1276 646.83 14.00 125.00 1.00 251.58 0.52 0.06 P1278 724.10 12.00 120.00 1.00 339.58 0.96 0.29 P1280 318.70 8.00 127.00 1.00 6.15 0.04 0.00 P1282 124.57 8.00 120.00 1.00 27.33 0.17 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1284 160.14 8.00 120.00 1.00 28.80 0.18 0.00 P1286 667.58 8.00 120.00 1.00 8.40 0.05 0.00 P1288 150.28 8.00 120.00 1.00 33.75 0.22 0.01 P1290 762.23 8.00 120.00 1.00 9.98 0.06 0.00 P1292 152.68 8.00 120.00 1.00 0.64 0.00 0.00 P1294 207.77 8.00 120.00 1.00 5.86 0.04 0.00 P1296 373.45 8.00 120.00 1.00 5.39 0.03 0.00 P1298 208.87 8.00 120.00 1.00 19.48 0.12 0.00 P1300 812.78 8.00 120.00 1.00 5.64 0.04 0.00 P1302 168.24 8.00 120.00 1.00 8.14 0.05 0.00 P1304 735.24 8.00 120.00 1.00 5.36 0.03 0.00 P1306 215.59 8.00 120.00 1.00 6.94 0.04 0.00 P1308 704.73 8.00 120.00 1.00 5.13 0.03 0.00 P1310 719.42 8.00 120.00 1.00 11.92 0.08 0.00 P1312 309.59 8.00 120.00 1.00 6.64 0.04 0.00 P1314 430.90 8.00 120.00 1.00 8.87 0.06 0.00 P1316 219.14 8.00 120.00 1.00 21.44 0.14 0.00 P1318 217.54 8.00 120.00 1.00 28.35 0.18 0.01 P1320 152.53 8.00 120.00 1.00 41.39 0.26 0.01 P1322 385.81 8.00 120.00 1.00 10.55 0.07 0.00 P1324 1438.70 10.00 108.00 1.00 16.71 0.07 0.01 P1328 492.30 12.00 120.00 1.00 65.00 0.18 0.01 P1330 209.17 8.00 120.00 1.00 35.64 0.23 0.01 P1332 192.30 8.00 120.00 1.00 6.54 0.04 0.00 P1334 274.76 8.00 120.00 1.00 12.66 0.08 0.00 P1336 212.80 8.00 120.00 1.00 13.47 0.09 0.00 P1338 1433.04 8.00 120.00 1.00 8.54 0.05 0.00 P1340 1609.03 8.00 120.00 1.00 10.11 0.06 0.00 P-P3-0 446.66 10.00 112.00 1.00 13.87 0.06 0.00 P-P3-1 317.48 12.00 130.00 1.00 120.01 0.34 0.02 P-P3-2 175.65 12.00 130.00 1.00 46.18 0.13 0.00 P-P3-3 454.22 12.00 130.00 1.00 68.82 0.20 0.01 P-P3-12 424.20 10.00 130.00 1.00 54.41 0.22 0.01 P-P3-13 192.06 8.00 130.00 1.00 11.52 0.07 0.00 P-P3-16 513.57 8.00 130.00 1.00 18.34 0.12 0.01 P-P3-22 446.17 12.00 130.00 1.00 18.31 0.05 0.00 P-P3-25 285.93 12.00 130.00 1.00 0.00 0.00 0.00 P-P3-28 1644.99 8.00 130.00 1.00 9.13 0.06 0.01 P-P3-34 254.65 8.00 130.00 1.00 13.79 0.09 0.00 P-P3-35 290.27 8.00 130.00 1.00 36.08 0.23 0.01 P-P3-37 745.73 8.00 130.00 1.00 11.20 0.07 0.00 P-P3-38 663.41 8.00 130.00 1.00 15.89 0.10 0.01 P-P3-42 900.40 8.00 130.00 1.00 21.63 0.14 0.01 P-P3-43 780.28 8.00 130.00 1.00 19.31 0.12 0.01 P-P3-44 225.15 8.00 130.00 1.00 19.33 0.12 0.00 P-P3-45 129.97 8.00 130.00 1.00 3.15 0.02 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P-P3-46 212.76 8.00 130.00 1.00 26.63 0.17 0.00 P-P3-47 217.55 8.00 130.00 1.00 29.78 0.19 0.01 P-P3-49 761.70 8.00 130.00 1.00 1.55 0.01 0.00 P-P3-54 1118.71 8.00 130.00 1.00 9.40 0.06 0.00 P-P3-57 243.27 8.00 130.00 1.00 5.97 0.04 0.00 P-P3-58 176.67 8.00 130.00 1.00 10.99 0.07 0.00 P-P3-62 451.89 8.00 130.00 1.00 4.82 0.03 0.00 P-P3-63 236.53 8.00 130.00 1.00 3.64 0.02 0.00 P-P3-69 180.58 8.00 130.00 1.00 25.38 0.16 0.00 P-P3-70 355.90 8.00 130.00 1.00 4.02 0.03 0.00 P-P3-71 267.69 8.00 130.00 1.00 8.04 0.05 0.00 P-P3-81 250.09 12.00 130.00 1.00 6.47 0.02 0.00 NC-375-318-2 334.94 10.00 115.00 0.00 0.00 0.00 0.00 P-P3-85 368.60 12.00 130.00 1.00 10.31 0.03 0.00 P-P3-87 642.50 8.00 130.00 1.00 3.92 0.03 0.00 P-P3-88 218.27 8.00 130.00 1.00 1.41 0.01 0.00 P-P3-89 599.62 8.00 130.00 1.00 6.93 0.04 0.00 P-P3-92 209.37 8.00 130.00 1.00 5.00 0.03 0.00 P-P3-93 406.59 8.00 130.00 1.00 18.79 0.12 0.00 P-P3-94 166.92 8.00 115.00 1.00 20.80 0.13 0.00 P-P3-95 144.62 8.00 115.00 1.00 29.27 0.19 0.00 P-P3-99 291.68 8.00 115.00 1.00 23.77 0.15 0.01 P-P3-102 271.46 8.00 115.00 1.00 21.99 0.14 0.01 P-P3-103 162.65 6.00 115.00 1.00 48.81 0.55 0.06 P-P3-105 441.49 8.00 115.00 1.00 10.95 0.07 0.00 P-P3-106 195.01 8.00 130.00 1.00 12.14 0.08 0.00 P-P3-110 126.90 8.00 130.00 1.00 2.43 0.02 0.00 P-P3-111 374.80 8.00 130.00 1.00 5.73 0.04 0.00 P-P3-112 204.58 8.00 130.00 1.00 19.77 0.13 0.00 P-P3-116 248.49 8.00 130.00 1.00 8.34 0.05 0.00 P-P3-117 610.36 8.00 130.00 1.00 5.93 0.04 0.00 P-P3-126 137.03 10.00 115.00 1.00 17.14 0.07 0.00 P-P3-127 367.43 8.00 130.00 1.00 99.14 0.63 0.09 P-P3-131 198.82 8.00 130.00 1.00 97.57 0.62 0.05 P-P3-135 457.66 8.00 130.00 1.00 94.40 0.60 0.11 P-P3-139 296.41 8.00 130.00 1.00 90.04 0.57 0.06 P-P3-144 154.63 8.00 130.00 1.00 88.25 0.56 0.03 P-P3-145 154.69 8.00 130.00 1.00 1.15 0.01 0.00 P-P3-146 252.09 8.00 130.00 1.00 1.09 0.01 0.00 P-P3-147 128.84 8.00 130.00 1.00 0.60 0.00 0.00 P1342 478.38 12.00 116.00 1.00 85.38 0.24 0.02 P1344 240.30 10.00 116.00 1.00 151.97 0.62 0.06 P1348 486.43 8.00 130.00 1.00 14.30 0.09 0.00 P1350 1086.14 12.00 120.00 1.00 256.40 0.73 0.26 P1352 341.37 14.00 120.00 1.00 384.61 0.80 0.08 P1354 313.87 8.00 125.00 1.00 37.96 0.24 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1356 811.62 12.00 120.00 1.00 350.05 0.99 0.34 P1358 1651.68 12.00 130.00 1.00 462.57 1.31 1.00 P1360 463.15 8.00 130.00 1.00 152.93 0.98 0.26 P1362 2159.99 8.00 130.00 1.00 50.94 0.33 0.16 P1364 858.29 8.00 130.00 1.00 83.84 0.54 0.16 P1366 46.63 8.00 130.00 1.00 6.19 0.04 0.00 P1368 168.08 8.00 127.00 1.00 9.12 0.06 0.00 P1372 327.92 8.00 127.00 1.00 24.52 0.16 0.01 P1374 225.85 16.00 120.00 1.00 49.45 0.08 0.00 P1376 563.51 12.00 120.00 1.00 275.46 0.78 0.15 P1378 2078.25 8.00 120.00 1.00 77.88 0.50 0.39 P-P4-0 1012.03 8.00 120.00 1.00 4.64 0.03 0.00 P-P4-2 2252.21 10.00 130.00 1.00 34.90 0.14 0.03 P-P4-6 655.71 10.00 130.00 1.00 18.63 0.08 0.00 P-P4-9 665.43 8.00 130.00 1.00 7.44 0.05 0.00 P-P4-10 675.90 8.00 120.00 1.00 7.23 0.05 0.00 P-P4-12 182.71 8.00 120.00 1.00 18.99 0.12 0.00 P-P4-13 612.08 8.00 120.00 1.00 9.65 0.06 0.00 P-P4-16 354.30 8.00 120.00 1.00 4.72 0.03 0.00 P-P4-18 595.88 8.00 120.00 1.00 17.86 0.11 0.01 P-P4-19 311.83 8.00 120.00 1.00 46.06 0.29 0.02 P-P4-20 503.52 8.00 120.00 1.00 31.34 0.20 0.02 P-P4-24 256.81 8.00 120.00 1.00 20.03 0.13 0.00 P-P4-28 588.51 8.00 120.00 1.00 8.84 0.06 0.00 P-P4-30 254.41 8.00 120.00 1.00 2.93 0.02 0.00 P-P4-33 351.39 8.00 120.00 1.00 28.22 0.18 0.01 P-P4-46 202.32 8.00 120.00 1.00 1.99 0.01 0.00 P-P4-47 389.60 8.00 120.00 1.00 10.69 0.07 0.00 P-P4-50 708.76 6.00 130.00 1.00 13.28 0.15 0.02 P-P4-52 1559.02 16.00 120.00 1.00 0.00 0.00 0.00 P-P4-53 492.44 8.00 120.00 1.00 5.26 0.03 0.00 P1380 381.90 10.00 112.00 1.00 20.75 0.08 0.00 P1382 354.81 8.00 112.00 1.00 13.34 0.09 0.00 P1384 356.86 8.00 112.00 1.00 42.70 0.27 0.02 P1386 337.17 8.00 112.00 1.00 1.75 0.01 0.00 P1388 363.68 8.00 112.00 1.00 102.65 0.66 0.13 P1390 221.28 8.00 127.00 1.00 42.76 0.27 0.01 P1392 1285.49 10.00 127.00 1.00 99.14 0.40 0.11 P1394 139.20 10.00 127.00 1.00 16.38 0.07 0.00 P1396 766.15 8.00 127.00 1.00 12.58 0.08 0.00 P1398 78.33 10.00 116.00 1.00 35.08 0.14 0.00 P-P5-0 132.41 8.00 130.00 1.00 20.06 0.13 0.00 P-P5-1 820.25 8.00 130.00 1.00 3.76 0.02 0.00 P-P5-2 277.60 8.00 130.00 1.00 2.45 0.02 0.00 P-P5-3 271.49 8.00 130.00 1.00 1.69 0.01 0.00 P-P5-4 304.64 8.00 130.00 1.00 4.68 0.03 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P-P5-5 251.87 8.00 130.00 1.00 17.44 0.11 0.00 P-P5-6 225.70 8.00 130.00 1.00 32.13 0.21 0.01 P-P5-7 214.97 8.00 130.00 1.00 4.72 0.03 0.00 P-P5-8 430.72 8.00 130.00 1.00 9.93 0.06 0.00 P-P5-15 425.25 8.00 130.00 1.00 25.12 0.16 0.01 P-P5-16 255.45 8.00 130.00 1.00 71.26 0.45 0.04 P-P5-17 994.20 8.00 130.00 1.00 8.30 0.05 0.00 P-P5-27 658.53 8.00 130.00 1.00 9.08 0.06 0.00 P-P5-28 447.18 8.00 130.00 1.00 12.08 0.08 0.00 P-P5-29 169.46 8.00 130.00 1.00 1.52 0.01 0.00 P-P5-30 62.62 8.00 130.00 1.00 9.04 0.06 0.00 P-P5-36 186.04 8.00 130.00 1.00 15.41 0.10 0.00 P-P5-37 318.54 8.00 130.00 1.00 12.07 0.08 0.00 P-P5-38 392.05 8.00 130.00 1.00 10.37 0.07 0.00 P-P5-40 186.28 8.00 130.00 1.00 18.53 0.12 0.00 P-P5-41 848.56 8.00 130.00 1.00 4.02 0.03 0.00 P-P5-47 871.97 8.00 130.00 1.00 3.96 0.03 0.00 P-P5-48 225.01 8.00 130.00 1.00 0.00 0.00 0.00 P-P5-49 747.36 12.00 130.00 1.00 510.20 1.45 0.54 P-P5-50 1093.22 8.00 130.00 1.00 13.17 0.08 0.01 P-P5-54 704.87 8.00 130.00 1.00 9.48 0.06 0.00 P-P5-55 462.72 8.00 130.00 1.00 24.05 0.15 0.01 P-P5-59 918.56 8.00 130.00 1.00 5.89 0.04 0.00 P-P5-60 231.63 8.00 130.00 1.00 14.55 0.09 0.00 P-P5-62 277.22 8.00 130.00 1.00 4.20 0.03 0.00 P-P5-63 515.22 8.00 130.00 1.00 5.39 0.03 0.00 P-P5-70 397.94 8.00 130.00 1.00 9.25 0.06 0.00 P-P5-71 545.44 8.00 130.00 1.00 9.59 0.06 0.00 P-P5-76 245.94 8.00 130.00 1.00 4.42 0.03 0.00 P-P5-77 301.28 8.00 130.00 1.00 5.71 0.04 0.00 P-P5-78 117.75 8.00 130.00 1.00 0.84 0.01 0.00 P-P5-79 568.15 8.00 130.00 1.00 5.37 0.03 0.00 P-P5-80 437.90 8.00 130.00 1.00 9.26 0.06 0.00 P-P5-81 382.35 8.00 130.00 1.00 3.96 0.03 0.00 P-P5-82 146.30 8.00 130.00 1.00 2.43 0.02 0.00 P-P5-83 536.95 8.00 130.00 1.00 7.50 0.05 0.00 P-P5-85 321.78 8.00 130.00 1.00 7.58 0.05 0.00 P-P5-86 854.59 8.00 130.00 1.00 6.75 0.04 0.00 P-P5-88 179.53 8.00 130.00 1.00 2.73 0.02 0.00 P-P5-89 470.96 8.00 130.00 1.00 9.87 0.06 0.00 P-P5-90 673.70 8.00 130.00 1.00 7.86 0.05 0.00 P-P5-93 146.42 8.00 130.00 1.00 0.68 0.00 0.00 P-P5-95 208.88 8.00 130.00 1.00 38.34 0.24 0.01 P-P5-103 1068.35 8.00 130.00 1.00 6.71 0.04 0.00 P-P5-108 1191.73 8.00 130.00 1.00 12.42 0.08 0.01 P1400 2384.96 36.00 120.00 1.00 6708.14 2.11 1.13 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1402 451.25 10.00 127.00 1.00 300.59 1.23 0.31 P1404 392.09 8.00 127.00 1.00 51.61 0.33 0.03 P1406 769.22 8.00 127.00 1.00 15.55 0.10 0.01 P1410 142.06 8.00 127.00 1.00 37.56 0.24 0.01 P1412 170.75 8.00 130.00 1.00 44.63 0.28 0.01 P1414 2971.53 36.00 120.00 1.00 6450.00 2.03 1.31 P1416 381.88 10.00 127.00 1.00 12.48 0.05 0.00 P1418 231.18 8.00 127.00 1.00 59.39 0.38 0.02 P1420 231.77 8.00 127.00 1.00 48.80 0.31 0.02 P1422 178.49 8.00 127.00 1.00 18.32 0.12 0.00 P1424 224.15 10.00 127.00 1.00 24.80 0.10 0.00 P1426 724.13 30.00 125.00 1.00 1604.32 0.73 0.05 P1428 705.85 24.00 125.00 1.00 1820.15 1.29 0.20 P1430 4225.98 24.00 125.00 1.00 1385.63 0.98 0.72 P1432 250.58 8.00 127.00 1.00 0.26 0.00 0.00 P1434 100.73 10.00 127.00 1.00 96.23 0.39 0.01 P1436 4070.45 12.00 127.00 1.00 346.15 0.98 1.51 P1438 205.77 12.00 127.00 1.00 1.73 0.00 0.00 P1440 1287.63 12.00 127.00 1.00 135.02 0.38 0.08 P1442 307.74 12.00 130.00 1.00 73.63 0.21 0.01 P1444 1628.87 12.00 130.00 1.00 135.02 0.38 0.10 P1446 631.94 12.00 130.00 1.00 32.04 0.09 0.00 P1448 227.53 12.00 130.00 1.00 32.04 0.09 0.00 P1450 715.22 12.00 113.00 1.00 19.55 0.06 0.00 P1452 341.58 8.00 127.00 1.00 94.64 0.60 0.08 P1454 134.28 6.00 112.00 1.00 10.24 0.12 0.00 P1456 196.80 6.00 112.00 1.00 13.49 0.15 0.01 P1458 754.59 16.00 130.00 1.00 32.04 0.05 0.00 P1460 269.77 16.00 130.00 1.00 51.40 0.08 0.00 P1462 1148.59 16.00 130.00 1.00 72.10 0.12 0.01 P1464 1294.78 16.00 130.00 1.00 99.35 0.16 0.01 P1466 689.95 16.00 130.00 1.00 664.79 1.06 0.20 P1468 998.45 8.00 127.00 1.00 7.86 0.05 0.00 P1470 449.13 8.00 127.00 1.00 335.18 2.14 1.13 P1472 980.14 8.00 127.00 1.00 291.47 1.86 1.91 P1474 257.50 8.00 127.00 1.00 4.10 0.03 0.00 P1476 430.81 8.00 127.00 1.00 490.27 3.13 2.19 P1478 542.66 8.00 127.00 1.00 478.17 3.05 2.64 P1480 255.47 8.00 127.00 1.00 3.72 0.02 0.00 P1482 1021.99 16.00 127.00 1.00 764.44 1.22 0.41 P1484 309.47 12.00 130.00 1.00 32.04 0.09 0.00 P1486 181.79 12.00 130.00 1.00 16.79 0.05 0.00 P1488 876.90 12.00 130.00 1.00 0.00 0.00 0.00 P1490 150.37 8.00 130.00 1.00 14.74 0.09 0.00 P1492 239.52 8.00 130.00 1.00 8.82 0.06 0.00 P1494 639.08 8.00 130.00 1.00 3.12 0.02 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1496 164.39 8.00 130.00 1.00 3.92 0.03 0.00 P1498 611.22 8.00 130.00 1.00 9.04 0.06 0.00 P1500 388.24 8.00 130.00 1.00 6.78 0.04 0.00 P1502 630.99 8.00 130.00 1.00 0.33 0.00 0.00 P1504 760.83 8.00 130.00 1.00 16.55 0.11 0.01 P1506 742.11 12.00 130.00 1.00 487.42 1.38 0.50 P1508 244.24 12.00 130.00 1.00 113.11 0.32 0.01 P1510 226.28 12.00 130.00 1.00 480.24 1.36 0.15 P1512 350.93 12.00 130.00 1.00 59.62 0.17 0.00 P1514 622.88 12.00 130.00 1.00 73.63 0.21 0.01 P1516 248.29 12.00 130.00 1.00 63.42 0.18 0.00 P1518 362.24 12.00 130.00 1.00 145.26 0.41 0.03 P1520 441.52 12.00 130.00 1.00 57.33 0.16 0.01 P1522 769.44 12.00 130.00 1.00 215.36 0.61 0.11 P1524 400.93 12.00 130.00 1.00 296.03 0.84 0.11 P1526 252.82 12.00 130.00 1.00 192.70 0.55 0.03 P1528 1139.84 24.00 125.00 1.00 3961.92 2.81 1.36 P1530 1012.70 12.00 130.00 1.00 488.74 1.39 0.68 P1532 367.02 12.00 130.00 1.00 59.70 0.17 0.00 P1536 744.39 12.00 130.00 1.00 276.77 0.79 0.17 P1538 1141.19 24.00 125.00 1.00 3473.18 2.46 1.07 P1540 1373.61 12.00 130.00 1.00 154.80 0.44 0.11 P1542 478.99 12.00 130.00 1.00 81.99 0.23 0.01 P1544 1121.22 12.00 130.00 1.00 50.39 0.14 0.01 P1546 481.90 12.00 130.00 1.00 59.42 0.17 0.01 P1548 452.03 12.00 130.00 1.00 37.67 0.11 0.00 P1550 51.96 12.00 130.00 1.00 37.51 0.11 0.00 P1552 290.65 12.00 130.00 1.00 88.20 0.25 0.01 P1554 328.61 12.00 130.00 1.00 78.64 0.22 0.01 P1556 341.46 12.00 130.00 1.00 82.43 0.23 0.01 P1558 275.61 12.00 130.00 1.00 203.76 0.58 0.03 P1560 388.81 12.00 130.00 1.00 59.89 0.17 0.01 P1562 196.29 8.00 130.00 1.00 84.23 0.54 0.04 P1564 304.19 8.00 130.00 1.00 30.67 0.20 0.01 P1566 793.06 8.00 130.00 1.00 20.07 0.13 0.01 P1568 354.17 8.00 130.00 1.00 26.09 0.17 0.01 P1570 207.27 8.00 130.00 1.00 10.49 0.07 0.00 P1572 218.23 12.00 130.00 1.00 57.49 0.16 0.00 P1574 270.48 12.00 130.00 1.00 30.07 0.09 0.00 P1576 255.74 8.00 130.00 1.00 51.40 0.33 0.02 1786 8.93 12.00 130.00 0.00 0.00 0.00 0.00 1814 50.63 48.00 130.00 0.00 0.00 0.00 0.00 1828 48.30 8.00 120.00 0.00 0.00 0.00 0.00 1842 11.24 12.00 120.00 0.00 0.00 0.00 0.00 1848 8.22 8.00 120.00 0.00 0.00 0.00 0.00 1954 2344.08 12.00 115.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1534 835.32 8.00 111.00 0.00 0.00 0.00 0.00 P1578 241.03 8.00 130.00 1.00 78.01 0.50 0.04 P1580 460.37 8.00 130.00 1.00 73.57 0.47 0.07 P1582 252.98 8.00 130.00 1.00 43.69 0.28 0.01 P1584 153.71 8.00 130.00 1.00 3.75 0.02 0.00 P1586 894.04 8.00 130.00 1.00 8.68 0.06 0.00 P1588 254.44 8.00 130.00 1.00 7.06 0.05 0.00 P1590 472.41 8.00 130.00 1.00 8.87 0.06 0.00 P1592 326.52 8.00 130.00 1.00 22.98 0.15 0.01 P1594 323.82 8.00 130.00 1.00 48.72 0.31 0.02 P1596 308.57 8.00 130.00 1.00 39.57 0.25 0.01 P1598 288.60 8.00 130.00 1.00 73.13 0.47 0.04 P1600 305.10 8.00 130.00 1.00 84.34 0.54 0.06 P1602 996.32 8.00 130.00 1.00 7.82 0.05 0.00 P1604 802.55 8.00 130.00 1.00 8.72 0.06 0.00 P1606 1208.11 8.00 130.00 1.00 18.94 0.12 0.01 P1608 262.77 8.00 130.00 1.00 42.43 0.27 0.01 P1610 252.49 8.00 130.00 1.00 32.44 0.21 0.01 P1612 266.84 8.00 130.00 1.00 27.46 0.18 0.01 P1614 330.30 8.00 130.00 1.00 13.08 0.08 0.00 P1616 970.18 8.00 130.00 1.00 13.71 0.09 0.01 P1618 517.88 8.00 130.00 1.00 38.99 0.25 0.02 P1620 265.07 8.00 130.00 1.00 42.12 0.27 0.01 P1622 1145.79 8.00 130.00 1.00 12.87 0.08 0.01 P1624 265.04 8.00 130.00 1.00 22.97 0.15 0.00 P1626 683.82 8.00 130.00 1.00 17.00 0.11 0.01 P1628 247.73 8.00 130.00 1.00 10.09 0.06 0.00 P1630 315.68 8.00 130.00 1.00 14.54 0.09 0.00 P1632 332.76 8.00 130.00 1.00 15.88 0.10 0.00 P1634 338.73 8.00 130.00 1.00 11.44 0.07 0.00 P1636 335.78 12.00 130.00 1.00 117.80 0.33 0.01 P1638 260.44 8.00 130.00 1.00 12.71 0.08 0.00 P1640 258.12 8.00 130.00 1.00 31.21 0.20 0.01 P1642 335.57 8.00 130.00 1.00 17.95 0.11 0.00 P1644 365.50 8.00 130.00 1.00 0.00 0.00 0.00 P1646 784.62 8.00 130.00 1.00 141.09 0.90 0.38 P1648 209.31 10.00 130.00 1.00 111.60 0.46 0.02 P1650 572.30 10.00 130.00 1.00 36.35 0.15 0.01 P1652 80.92 10.00 130.00 1.00 110.47 0.45 0.01 P1654 148.72 10.00 130.00 1.00 75.25 0.31 0.01 P1656 387.93 10.00 130.00 1.00 1.51 0.01 0.00 P1658 36.81 16.00 116.00 1.00 1075.50 1.72 0.03 P1660 63.38 8.00 116.00 1.00 94.39 0.60 0.02 P1662 400.41 8.00 116.00 1.00 19.34 0.12 0.01 P1664 350.10 8.00 116.00 1.00 0.50 0.00 0.00 P1666 244.22 8.00 116.00 1.00 0.04 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1668 542.87 8.00 116.00 1.00 157.24 1.00 0.40 P1670 631.28 8.00 116.00 1.00 59.54 0.38 0.08 P1672 855.29 8.00 116.00 1.00 59.54 0.38 0.10 P1674 368.46 8.00 116.00 1.00 97.68 0.62 0.11 P1676 593.28 16.00 117.00 1.00 668.19 1.07 0.21 P1678 110.04 16.00 120.00 1.00 693.30 1.11 0.04 P1680 234.36 16.00 120.00 1.00 689.83 1.10 0.09 P1682 110.71 10.00 116.00 1.00 7.48 0.03 0.00 P1684 399.54 10.00 116.00 1.00 3.09 0.01 0.00 P1686 896.26 10.00 116.00 1.00 3.09 0.01 0.00 P1688 677.88 10.00 116.00 1.00 4.38 0.02 0.00 P1690 465.85 8.00 120.00 1.00 0.00 0.00 0.00 P1692 772.97 8.00 116.00 1.00 0.00 0.00 0.00 P1694 207.51 16.00 117.00 1.00 612.13 0.98 0.06 P1696 100.66 10.00 120.00 1.00 14.18 0.06 0.00 P1698 117.19 8.00 116.00 1.00 56.21 0.36 0.01 P1700 1113.63 8.00 116.00 1.00 22.00 0.14 0.02 P1702 491.64 8.00 116.00 1.00 34.21 0.22 0.02 P1704 141.08 8.00 116.00 1.00 56.21 0.36 0.02 P1706 330.35 8.00 116.00 1.00 0.16 0.00 0.00 P1708 959.81 12.00 115.00 1.00 10.76 0.03 0.00 P1710 382.10 10.00 127.00 1.00 32.28 0.13 0.00 P1712 192.65 10.00 127.00 1.00 88.56 0.36 0.01 P1714 77.86 10.00 127.00 1.00 53.56 0.22 0.00 P1716 172.34 10.00 127.00 1.00 25.85 0.11 0.00 P1718 355.64 10.00 127.00 1.00 5.52 0.02 0.00 P1720 642.98 10.00 127.00 1.00 31.37 0.13 0.01 P1722 118.43 16.00 115.00 1.00 529.62 0.85 0.03 P1724 315.79 16.00 115.00 1.00 466.97 0.75 0.06 P1726 322.99 8.00 130.00 1.00 63.33 0.40 0.04 P1728 749.93 8.00 130.00 1.00 23.34 0.15 0.01 P1730 624.95 8.00 130.00 1.00 23.80 0.15 0.01 P1732 506.84 8.00 130.00 1.00 40.36 0.26 0.02 P1734 392.31 10.00 117.00 1.00 39.07 0.16 0.01 P1736 267.35 12.00 125.00 1.00 14.75 0.04 0.00 P1738 609.38 8.00 130.00 1.00 130.43 0.83 0.26 P1740 769.54 8.00 130.00 1.00 258.78 1.65 1.15 P1742 685.39 8.00 130.00 1.00 436.25 2.78 2.69 P1758 15.30 6.00 130.00 1.00 507.80 5.76 0.32 P1760 8.57 6.00 130.00 1.00 0.00 0.00 0.00 P1762 981.72 8.00 130.00 1.00 546.61 3.49 5.86 P1764 929.49 8.00 130.00 1.00 509.01 3.25 4.86 P1768 64.46 6.00 130.00 1.00 509.01 5.78 1.37 P1770 299.84 8.00 130.00 1.00 507.80 3.24 1.56 P1772 1134.28 8.00 130.00 1.00 128.83 0.82 0.47 P1774 148.95 8.00 130.00 1.00 2.39 0.02 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1776 1449.61 8.00 130.00 1.00 115.21 0.74 0.48 P1778 407.94 8.00 130.00 1.00 11.25 0.07 0.00 P1780 344.97 8.00 130.00 1.00 100.97 0.64 0.09 P1782 1268.52 8.00 130.00 1.00 451.02 2.88 5.30 P1784 367.19 8.00 130.00 1.00 363.82 2.32 1.03 P1786 730.69 8.00 130.00 1.00 179.64 1.15 0.56 P1788 498.90 8.00 130.00 1.00 6.95 0.04 0.00 P1790 591.83 8.00 130.00 1.00 168.94 1.08 0.40 P1792 387.55 8.00 130.00 1.00 4.76 0.03 0.00 P1794 252.50 8.00 130.00 1.00 164.41 1.05 0.16 P1796 419.14 8.00 130.00 1.00 120.33 0.77 0.15 P1798 374.77 8.00 130.00 1.00 7.23 0.05 0.00 P1800 337.73 8.00 130.00 1.00 113.70 0.73 0.11 P1802 245.01 8.00 130.00 1.00 44.64 0.28 0.01 P1804 202.22 8.00 130.00 1.00 1.97 0.01 0.00 P1806 649.86 8.00 130.00 1.00 42.66 0.27 0.03 P1808 207.76 8.00 130.00 1.00 167.19 1.07 0.14 P1810 713.82 8.00 130.00 1.00 164.36 1.05 0.46 P1812 423.30 8.00 130.00 1.00 166.67 1.06 0.28 P1814 514.87 8.00 130.00 1.00 157.60 1.01 0.31 P1816 760.52 8.00 130.00 1.00 150.49 0.96 0.42 P1818 482.07 8.00 130.00 1.00 7.37 0.05 0.00 P1824 157.42 8.00 130.00 1.00 1.39 0.01 0.00 P1826 48.76 6.00 130.00 1.00 0.82 0.01 0.00 P1854 243.08 8.00 130.00 1.00 1.69 0.01 0.00 P1856 317.15 8.00 130.00 1.00 10.87 0.07 0.00 P1858 200.05 8.00 130.00 1.00 22.45 0.14 0.00 P1860 379.95 8.00 130.00 1.00 2.23 0.01 0.00 P1862 402.09 8.00 130.00 1.00 4.50 0.03 0.00 P1864 201.99 8.00 130.00 1.00 3.56 0.02 0.00 P1866 218.57 8.00 130.00 1.00 15.17 0.10 0.00 P1868 152.76 8.00 130.00 1.00 2.69 0.02 0.00 P1870 554.27 8.00 130.00 1.00 5.79 0.04 0.00 P1872 195.41 10.00 130.00 1.00 39.06 0.16 0.00 P1874 291.37 8.00 130.00 1.00 83.16 0.53 0.05 P1876 1022.91 8.00 130.00 1.00 39.82 0.25 0.05 P1878 777.63 8.00 130.00 1.00 19.80 0.13 0.01 P1880 281.56 10.00 130.00 1.00 40.12 0.16 0.00 P1882 315.44 8.00 130.00 1.00 7.72 0.05 0.00 P1884 223.86 8.00 130.00 1.00 133.93 0.85 0.10 P1886 227.88 10.00 130.00 1.00 53.47 0.22 0.01 P1888 138.83 8.00 130.00 1.00 0.00 0.00 0.00 P1890 162.57 8.00 130.00 1.00 18.35 0.12 0.00 P1892 373.46 8.00 130.00 1.00 2.29 0.01 0.00 P1894 717.39 8.00 130.00 1.00 8.26 0.05 0.00 P1896 1651.92 8.00 130.00 1.00 143.11 0.91 0.82 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1904 7.99 6.00 130.00 1.00 0.00 0.00 0.00 P1906 51.82 12.00 130.00 1.00 0.00 0.00 0.00 P1914 222.17 8.00 130.00 1.00 32.75 0.21 0.01 P1916 846.44 8.00 130.00 1.00 10.21 0.07 0.00 P1918 883.93 8.00 130.00 1.00 11.67 0.07 0.00 P1920 208.25 8.00 130.00 1.00 41.43 0.26 0.01 P1922 265.05 8.00 130.00 1.00 6.35 0.04 0.00 P1924 323.22 8.00 130.00 1.00 50.30 0.32 0.02 P1926 214.00 8.00 130.00 1.00 4.56 0.03 0.00 P1928 213.00 8.00 130.00 1.00 107.76 0.69 0.06 P1930 252.01 12.00 130.00 1.00 8.62 0.02 0.00 P1932 262.42 12.00 130.00 1.00 118.35 0.34 0.01 P1934 1090.04 12.00 130.00 1.00 207.72 0.59 0.15 P1936 2041.81 12.00 127.00 1.00 502.42 1.43 1.51 P1938 288.61 12.00 130.00 1.00 231.61 0.66 0.05 P1940 536.17 8.00 130.00 1.00 7.09 0.05 0.00 P1942 454.78 8.00 130.00 1.00 8.28 0.05 0.00 P1944 259.37 8.00 130.00 1.00 64.89 0.41 0.03 P1946 299.85 8.00 130.00 1.00 82.83 0.53 0.05 P1948 516.04 8.00 130.00 1.00 10.07 0.06 0.00 P1950 377.09 8.00 130.00 1.00 6.07 0.04 0.00 P1952 342.51 8.00 125.00 1.00 9.38 0.06 0.00 P1954 931.21 8.00 130.00 1.00 17.68 0.11 0.01 P1956 111.23 8.00 130.00 1.00 3.64 0.02 0.00 P1958 175.76 8.00 130.00 1.00 7.48 0.05 0.00 P1960 306.66 12.00 130.00 1.00 13.60 0.04 0.00 P1962 930.50 8.00 127.00 1.00 5.80 0.04 0.00 P1964 248.16 8.00 127.00 1.00 2.53 0.02 0.00 P1966 556.24 8.00 130.00 1.00 8.65 0.06 0.00 P1968 130.26 8.00 130.00 1.00 6.09 0.04 0.00 P1970 333.67 12.00 127.00 1.00 7.37 0.02 0.00 P1972 553.50 8.00 130.00 1.00 3.29 0.02 0.00 P1974 428.73 16.00 116.00 1.00 1090.15 1.74 0.39 P1976 503.44 8.00 127.00 1.00 2.13 0.01 0.00 P1978 721.85 8.00 130.00 1.00 8.70 0.06 0.00 P1980 274.06 8.00 130.00 1.00 4.04 0.03 0.00 P1982 576.86 8.00 130.00 1.00 10.27 0.07 0.00 P1984 1049.56 8.00 130.00 1.00 6.73 0.04 0.00 P1986 344.06 12.00 127.00 1.00 14.67 0.04 0.00 P1988 295.20 8.00 127.00 1.00 16.30 0.10 0.00 P1990 319.17 8.00 127.00 1.00 4.20 0.03 0.00 P1992 330.01 8.00 127.00 1.00 6.65 0.04 0.00 P1994 332.52 8.00 127.00 1.00 28.21 0.18 0.01 P1996 463.49 8.00 127.00 1.00 9.42 0.06 0.00 P1998 249.16 8.00 127.00 1.00 13.21 0.08 0.00 P2000 300.34 8.00 127.00 1.00 7.52 0.05 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2002 1003.18 8.00 127.00 1.00 0.39 0.00 0.00 P2004 862.21 8.00 120.00 1.00 7.70 0.05 0.00 P2006 1203.30 12.00 130.00 1.00 47.66 0.14 0.01 P2008 1798.43 12.00 127.00 1.00 50.47 0.14 0.02 P2010 267.33 12.00 127.00 1.00 58.91 0.17 0.00 P2012 387.53 18.00 127.00 1.00 758.99 0.96 0.09 P2014 436.37 8.00 127.00 1.00 19.79 0.13 0.01 P2016 485.31 8.00 130.00 1.00 26.81 0.17 0.01 P2018 562.06 8.00 130.00 1.00 12.00 0.08 0.00 P2020 304.59 8.00 130.00 1.00 3.26 0.02 0.00 P2022 550.09 8.00 130.00 1.00 13.42 0.09 0.00 P2024 811.25 8.00 127.00 1.00 8.84 0.06 0.00 P2026 836.38 8.00 127.00 1.00 17.56 0.11 0.01 P2028 664.22 8.00 127.00 1.00 13.24 0.08 0.00 P2030 487.83 8.00 127.00 1.00 9.74 0.06 0.00 P2032 914.59 8.00 127.00 1.00 11.23 0.07 0.00 P2034 146.86 16.00 125.00 1.00 308.48 0.49 0.01 P2036 3383.09 12.00 127.00 1.00 150.09 0.43 0.27 P2038 763.83 16.00 125.00 1.00 527.38 0.84 0.16 P2040 149.19 12.00 127.00 1.00 157.16 0.45 0.01 P2042 829.32 12.00 127.00 1.00 120.47 0.34 0.04 P2044 498.30 16.00 100.00 1.00 1079.60 1.72 0.58 P2046 496.33 8.00 127.00 1.00 120.47 0.77 0.19 P2048 474.28 8.00 127.00 1.00 120.47 0.77 0.18 P2050 2333.05 8.00 127.00 1.00 49.03 0.31 0.17 P2052 1161.92 8.00 127.00 1.00 71.44 0.46 0.17 P2054 500.98 16.00 125.00 1.00 190.82 0.30 0.02 P2056 875.14 16.00 125.00 1.00 218.96 0.35 0.04 P2058 467.71 12.00 125.00 1.00 94.26 0.27 0.02 P2060 267.26 12.00 125.00 1.00 76.35 0.22 0.01 P2062 697.60 12.00 125.00 1.00 102.79 0.29 0.03 P2064 494.60 12.00 125.00 1.00 133.78 0.38 0.03 P2066 210.78 8.00 127.00 1.00 10.69 0.07 0.00 P2068 318.54 8.00 127.00 1.00 25.51 0.16 0.01 P2070 510.31 8.00 127.00 1.00 36.17 0.23 0.02 P2072 108.26 8.00 127.00 1.00 41.73 0.27 0.01 P2074 1690.83 8.00 127.00 1.00 16.47 0.11 0.02 P2076 1129.62 8.00 127.00 1.00 27.71 0.18 0.03 P2078 658.30 8.00 127.00 1.00 30.40 0.19 0.02 P2080 982.62 12.00 112.00 1.00 498.27 1.41 0.90 P2082 226.58 8.00 127.00 1.00 162.72 1.04 0.15 P2084 257.19 8.00 127.00 1.00 122.98 0.78 0.10 P2086 737.80 8.00 127.00 1.00 90.58 0.58 0.16 P2088 2518.89 8.00 127.00 1.00 46.68 0.30 0.16 P2090 260.28 10.00 130.00 1.00 29.94 0.12 0.00 P2092 79.59 10.00 130.00 1.00 24.84 0.10 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2094 265.40 10.00 130.00 1.00 54.29 0.22 0.01 P2096 1089.97 10.00 130.00 1.00 5.10 0.02 0.00 P2098 457.88 10.00 111.00 1.00 67.86 0.28 0.03 P2100 792.61 10.00 111.00 1.00 117.13 0.48 0.12 P2102 766.97 8.00 130.00 1.00 33.45 0.21 0.03 P2104 804.76 10.00 90.00 1.00 119.44 0.49 0.19 P2106 1943.79 8.00 130.00 1.00 59.59 0.38 0.19 P2108 357.92 10.00 120.00 1.00 48.91 0.20 0.01 P2110 596.91 16.00 116.00 1.00 246.77 0.39 0.03 P2112 264.28 8.00 120.00 1.00 30.66 0.20 0.01 P2114 460.96 8.00 120.00 1.00 0.20 0.00 0.00 P2116 1009.91 12.00 116.00 1.00 0.09 0.00 0.00 P2118 1842.10 16.00 115.00 1.00 246.57 0.39 0.11 P2120 983.57 16.00 115.00 1.00 281.45 0.45 0.07 P2122 376.95 16.00 115.00 1.00 2.67 0.00 0.00 P2124 204.97 16.00 115.00 1.00 2.67 0.00 0.00 P2126 298.29 16.00 130.00 1.00 149.70 0.24 0.01 P2128 28.62 12.00 127.00 1.00 0.00 0.00 0.00 P2136 3201.97 8.00 127.00 1.00 57.51 0.37 0.31 P2138 703.33 8.00 127.00 1.00 57.51 0.37 0.07 P2140 468.29 8.00 127.00 1.00 54.38 0.35 0.04 P2142 199.60 8.00 127.00 1.00 3.94 0.03 0.00 P2144 301.72 8.00 127.00 1.00 46.54 0.30 0.02 P2146 749.61 8.00 127.00 1.00 6.49 0.04 0.00 P2148 413.76 8.00 127.00 1.00 31.33 0.20 0.01 P2150 438.63 8.00 127.00 1.00 9.83 0.06 0.00 P2152 623.80 8.00 127.00 1.00 14.77 0.09 0.00 P2154 466.89 8.00 127.00 1.00 4.56 0.03 0.00 P2156 871.30 12.00 127.00 1.00 0.00 0.00 0.00 P2158 755.54 12.00 130.00 1.00 34.87 0.10 0.00 P2160 34.90 12.00 130.00 1.00 43.83 0.12 0.00 P2162 497.51 12.00 130.00 1.00 64.17 0.18 0.01 P2164 303.71 12.00 130.00 1.00 88.61 0.25 0.01 P2166 1033.45 12.00 130.00 1.00 146.98 0.42 0.08 P2168 667.30 8.00 130.00 1.00 17.59 0.11 0.01 P2170 1014.00 8.00 130.00 1.00 12.89 0.08 0.01 P2172 644.89 8.00 130.00 1.00 8.36 0.05 0.00 P2174 281.72 8.00 130.00 1.00 2.85 0.02 0.00 P2176 293.24 8.00 130.00 1.00 4.33 0.03 0.00 P2178 431.08 8.00 130.00 1.00 5.71 0.04 0.00 P2180 213.45 8.00 130.00 1.00 8.72 0.06 0.00 P2182 700.63 8.00 130.00 1.00 30.78 0.20 0.02 P2184 1242.01 8.00 130.00 1.00 14.26 0.09 0.01 P2186 426.00 8.00 130.00 1.00 3.26 0.02 0.00 P2188 256.91 8.00 130.00 1.00 16.89 0.11 0.00 P2190 663.37 8.00 130.00 1.00 32.42 0.21 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2192 815.38 8.00 130.00 1.00 4.92 0.03 0.00 P2194 266.31 8.00 130.00 1.00 9.26 0.06 0.00 P2196 308.36 8.00 130.00 1.00 2.53 0.02 0.00 P2198 306.71 8.00 130.00 1.00 3.07 0.02 0.00 P2200 434.68 8.00 130.00 1.00 6.43 0.04 0.00 P2202 76.68 8.00 127.00 1.00 21.86 0.14 0.00 P2204 22.55 8.00 125.00 1.00 2.77 0.02 0.00 P490-375-2-6 24.43 6.00 125.00 1.00 0.44 0.01 0.00 P490-375-2-4 30.09 4.00 125.00 1.00 0.00 0.00 0.00 P496 12.88 4.00 125.00 1.00 0.00 0.00 0.00 P498 28.32 6.00 125.00 1.00 0.00 0.00 0.00 P500 175.49 8.00 120.00 1.00 17.92 0.11 0.00 P502 593.79 8.00 130.00 1.00 9.50 0.06 0.00 P504 404.00 8.00 130.00 1.00 60.26 0.38 0.04 P506 532.70 8.00 130.00 1.00 80.01 0.51 0.09 P508 354.28 8.00 127.00 1.00 98.03 0.63 0.09 P510 587.02 8.00 130.00 1.00 8.28 0.05 0.00 P512 402.18 8.00 130.00 1.00 95.41 0.61 0.09 P514 513.38 8.00 130.00 1.00 8.40 0.05 0.00 P516 545.38 8.00 130.00 1.00 7.76 0.05 0.00 P518 169.82 8.00 130.00 1.00 115.28 0.74 0.06 P520 462.21 8.00 130.00 1.00 15.61 0.10 0.00 P522 313.71 8.00 130.00 1.00 6.85 0.04 0.00 P524 235.88 8.00 130.00 1.00 2.59 0.02 0.00 P526 470.11 8.00 130.00 1.00 4.88 0.03 0.00 P528 121.99 8.00 130.00 1.00 13.87 0.09 0.00 P530 113.90 8.00 130.00 1.00 12.60 0.08 0.00 P532 213.43 8.00 130.00 1.00 0.34 0.00 0.00 P534 208.75 8.00 130.00 1.00 5.83 0.04 0.00 P536 441.93 8.00 130.00 1.00 4.12 0.03 0.00 P538 231.80 8.00 130.00 1.00 0.85 0.01 0.00 P540 151.61 8.00 130.00 1.00 2.15 0.01 0.00 P542 534.81 8.00 130.00 1.00 0.54 0.00 0.00 P544 852.58 6.00 120.00 1.00 0.60 0.01 0.00 P546 325.36 8.00 127.00 1.00 39.63 0.25 0.02 P548 837.02 8.00 127.00 1.00 15.39 0.10 0.01 P550 439.01 8.00 127.00 1.00 21.83 0.14 0.01 P552 168.08 8.00 127.00 1.00 7.60 0.05 0.00 P554 257.54 8.00 127.00 1.00 1.10 0.01 0.00 P556 878.47 8.00 127.00 1.00 0.00 0.00 0.00 P558 81.85 10.00 110.00 1.00 126.33 0.52 0.01 P560 144.32 10.00 110.00 1.00 130.34 0.53 0.03 P562 476.34 8.00 110.00 1.00 64.19 0.41 0.07 P564 98.52 12.00 110.00 1.00 200.25 0.57 0.02 P566 271.77 12.00 110.00 1.00 194.85 0.55 0.05 P568 51.41 6.00 110.00 1.00 15.45 0.18 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P570 164.40 6.00 110.00 1.00 5.99 0.07 0.00 P572 169.02 6.00 110.00 1.00 1.57 0.02 0.00 P574 164.20 10.00 110.00 1.00 128.04 0.52 0.03 P576 247.03 6.00 110.00 1.00 3.40 0.04 0.00 P578 131.11 6.00 110.00 1.00 1.99 0.02 0.00 P580 178.12 6.00 110.00 1.00 2.41 0.03 0.00 P582 83.06 6.00 110.00 1.00 0.52 0.01 0.00 P584 95.13 6.00 110.00 1.00 14.65 0.17 0.00 P586 262.93 10.00 113.00 1.00 66.88 0.27 0.01 P588 286.33 10.00 113.00 1.00 53.57 0.22 0.01 P590 503.99 8.00 110.00 1.00 24.48 0.16 0.01 P592 366.09 8.00 110.00 1.00 8.86 0.06 0.00 P594 173.58 8.00 110.00 1.00 3.88 0.02 0.00 P596 326.26 8.00 110.00 1.00 4.02 0.03 0.00 P598 511.12 8.00 116.00 1.00 31.44 0.20 0.02 P600 257.30 8.00 116.00 1.00 45.54 0.29 0.02 P602 26.18 12.00 90.00 1.00 951.34 2.70 0.12 P604 877.44 16.00 115.00 1.00 326.88 0.52 0.09 P606 195.60 16.00 115.00 1.00 328.67 0.52 0.02 P608 402.19 16.00 115.00 1.00 326.88 0.52 0.04 P610 738.02 14.00 113.00 1.00 321.14 0.67 0.14 P612 93.42 14.00 125.00 1.00 0.22 0.00 0.00 P614 838.40 16.00 115.00 1.00 622.67 0.99 0.27 P616 34.94 10.00 120.00 1.00 305.90 1.25 0.03 P618 53.81 14.00 115.00 1.00 0.00 0.00 0.00 P620 169.70 14.00 115.00 1.00 415.17 0.87 0.05 P622 1517.22 16.00 115.00 1.00 141.77 0.23 0.03 P624 34.82 16.00 115.00 1.00 390.09 0.62 0.00 P626 940.67 16.00 125.00 1.00 1595.30 2.55 1.50 P628 204.73 8.00 120.00 1.00 1.15 0.01 0.00 P630 456.72 8.00 120.00 1.00 10.09 0.06 0.00 P632 216.14 8.00 120.00 1.00 4.80 0.03 0.00 P634 946.84 8.00 120.00 1.00 20.56 0.13 0.02 P636 928.25 8.00 120.00 1.00 25.08 0.16 0.02 P638 1010.57 16.00 115.00 1.00 415.17 0.66 0.16 P640 331.98 10.00 125.00 1.00 192.94 0.79 0.10 P642 300.45 10.00 125.00 1.00 257.95 1.05 0.16 P644 164.41 8.00 125.00 1.00 9.30 0.06 0.00 P646 246.72 8.00 125.00 1.00 5.33 0.03 0.00 P648 208.08 8.00 125.00 1.00 0.76 0.00 0.00 P650 244.59 10.00 125.00 1.00 180.53 0.74 0.07 P652 191.46 10.00 125.00 1.00 550.99 2.25 0.42 P654 701.55 8.00 115.00 1.00 0.00 0.00 0.00 P656 327.73 10.00 116.00 1.00 17.48 0.07 0.00 P658 644.32 8.00 116.00 1.00 11.41 0.07 0.00 P660 196.63 6.00 116.00 1.00 5.22 0.06 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P662 395.63 8.00 116.00 1.00 6.27 0.04 0.00 P664 322.21 8.00 116.00 1.00 1.81 0.01 0.00 P666 287.32 8.00 116.00 1.00 15.53 0.10 0.00 P668 227.20 8.00 116.00 1.00 4.92 0.03 0.00 P670 141.02 8.00 113.00 1.00 1.63 0.01 0.00 P672 276.92 10.00 125.00 1.00 177.24 0.72 0.07 P674 245.47 10.00 125.00 1.00 163.65 0.67 0.06 P676 275.56 10.00 125.00 1.00 151.64 0.62 0.06 P678 123.67 10.00 125.00 1.00 147.38 0.60 0.02 P680 320.67 10.00 125.00 1.00 137.81 0.56 0.05 P682 1360.15 10.00 125.00 1.00 124.41 0.51 0.19 P684 302.06 8.00 125.00 1.00 12.00 0.08 0.00 P686 257.26 8.00 125.00 1.00 5.63 0.04 0.00 P688 208.55 8.00 125.00 1.00 3.40 0.02 0.00 P690 171.19 8.00 125.00 1.00 8.34 0.05 0.00 P692 275.23 8.00 125.00 1.00 3.90 0.02 0.00 P694 193.09 8.00 125.00 1.00 2.77 0.02 0.00 P696 238.49 8.00 125.00 1.00 2.93 0.02 0.00 P698 383.14 8.00 125.00 1.00 6.25 0.04 0.00 P700 213.96 8.00 125.00 1.00 2.27 0.01 0.00 P702 483.04 8.00 125.00 1.00 5.65 0.04 0.00 P704 207.70 8.00 125.00 1.00 1.57 0.01 0.00 P706 263.19 12.00 116.00 1.00 412.56 1.17 0.16 P710 461.12 12.00 110.00 1.00 318.78 0.90 0.19 P712 211.41 12.00 116.00 1.00 335.96 0.95 0.09 P714 153.90 8.00 116.00 1.00 76.60 0.49 0.03 P716 146.72 8.00 116.00 1.00 85.05 0.54 0.03 P718 191.70 8.00 116.00 1.00 60.65 0.39 0.02 P720 378.61 8.00 116.00 1.00 24.90 0.16 0.01 P722 230.43 8.00 116.00 1.00 5.30 0.03 0.00 P724 521.26 8.00 116.00 1.00 20.06 0.13 0.01 P726 625.46 8.00 116.00 1.00 17.64 0.11 0.01 P728 433.79 12.00 116.00 1.00 420.23 1.19 0.27 P730 136.30 12.00 116.00 1.00 282.68 0.80 0.04 P732 165.26 8.00 116.00 1.00 13.37 0.09 0.00 P734 270.79 8.00 116.00 1.00 7.61 0.05 0.00 P736 502.60 8.00 116.00 1.00 5.45 0.03 0.00 P738 147.33 8.00 116.00 1.00 13.78 0.09 0.00 P740 213.63 8.00 116.00 1.00 2.33 0.01 0.00 P742 91.88 12.00 116.00 1.00 291.05 0.83 0.03 P744 213.66 8.00 116.00 1.00 10.75 0.07 0.00 P746 104.52 8.00 116.00 1.00 4.46 0.03 0.00 P748 142.15 8.00 116.00 1.00 1.85 0.01 0.00 P750 159.92 8.00 116.00 1.00 1.77 0.01 0.00 P752 187.13 8.00 116.00 1.00 5.26 0.03 0.00 P754 343.24 8.00 116.00 1.00 2.39 0.02 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P756 2784.07 12.00 130.00 1.00 2.67 0.01 0.00 P758 63.39 12.00 116.00 1.00 423.99 1.20 0.04 P760 679.82 12.00 116.00 1.00 109.24 0.31 0.04 P762 460.76 8.00 130.00 1.00 107.49 0.69 0.14 P764 297.80 8.00 130.00 1.00 34.74 0.22 0.01 P766 289.22 8.00 130.00 1.00 18.43 0.12 0.00 P768 228.76 8.00 130.00 1.00 26.61 0.17 0.01 P770 715.37 8.00 130.00 1.00 18.07 0.12 0.01 P772 976.46 16.00 115.00 1.00 141.83 0.23 0.02 P774 999.93 16.00 115.00 1.00 61.03 0.10 0.00 P776 172.58 16.00 115.00 1.00 2.94 0.00 0.00 P778 175.14 8.00 120.00 1.00 36.70 0.23 0.01 P780 457.48 8.00 120.00 1.00 14.81 0.09 0.00 P782 392.30 8.00 120.00 1.00 9.77 0.06 0.00 P784 301.12 8.00 120.00 1.00 31.66 0.20 0.01 P786 257.64 8.00 120.00 1.00 13.69 0.09 0.00 P788 256.41 8.00 120.00 1.00 5.85 0.04 0.00 P790 223.13 8.00 120.00 1.00 4.33 0.03 0.00 P792 782.26 8.00 120.00 1.00 3.84 0.02 0.00 P794 407.25 8.00 120.00 1.00 1.15 0.01 0.00 P796 892.82 8.00 120.00 1.00 10.94 0.07 0.00 P798 196.19 8.00 120.00 1.00 23.66 0.15 0.00 P800 478.64 8.00 120.00 1.00 20.77 0.13 0.01 P802 252.18 8.00 120.00 1.00 43.39 0.28 0.02 P804 587.21 8.00 120.00 1.00 2.69 0.02 0.00 P806 457.95 8.00 120.00 1.00 21.25 0.14 0.01 P808 179.26 8.00 120.00 1.00 7.48 0.05 0.00 P810 688.80 8.00 120.00 1.00 0.25 0.00 0.00 P812 1415.70 8.00 120.00 1.00 11.38 0.07 0.01 P814 397.48 10.00 120.00 1.00 16.43 0.07 0.00 P816 400.46 10.00 120.00 1.00 4.78 0.02 0.00 P818 990.37 10.00 120.00 1.00 0.00 0.00 0.00 P820 330.48 8.00 120.00 1.00 0.64 0.00 0.00 P822 282.38 8.00 120.00 1.00 6.59 0.04 0.00 P824 234.87 8.00 120.00 1.00 29.57 0.19 0.01 P826 407.61 8.00 120.00 1.00 13.08 0.08 0.00 P828 190.35 8.00 120.00 1.00 18.40 0.12 0.00 P830 309.68 8.00 120.00 1.00 7.13 0.05 0.00 P832 295.74 8.00 120.00 1.00 1.87 0.01 0.00 P834 1323.01 12.00 120.00 1.00 30.64 0.09 0.01 P836 324.06 12.00 120.00 1.00 57.68 0.16 0.00 P838 286.48 8.00 120.00 1.00 4.46 0.03 0.00 P840 370.86 8.00 120.00 1.00 30.54 0.19 0.01 P842 221.35 8.00 120.00 1.00 8.34 0.05 0.00 P844 338.16 8.00 120.00 1.00 2.21 0.01 0.00 P846 420.25 8.00 120.00 1.00 10.80 0.07 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P848 308.55 8.00 120.00 1.00 12.52 0.08 0.00 P850 184.39 8.00 120.00 1.00 4.04 0.03 0.00 P852 179.28 8.00 120.00 1.00 4.32 0.03 0.00 P854 405.12 8.00 120.00 1.00 6.27 0.04 0.00 P856 199.26 8.00 120.00 1.00 2.51 0.02 0.00 P858 307.76 12.00 120.00 1.00 53.95 0.15 0.00 P860 297.59 8.00 120.00 1.00 23.69 0.15 0.01 P862 573.99 8.00 120.00 1.00 10.29 0.07 0.00 P864 44.00 8.00 120.00 1.00 20.45 0.13 0.00 P866 918.34 8.00 120.00 1.00 5.87 0.04 0.00 P868 573.33 8.00 120.00 1.00 18.27 0.12 0.01 P870 173.85 8.00 120.00 1.00 6.05 0.04 0.00 P872 361.40 8.00 120.00 1.00 3.58 0.02 0.00 P1744 16.02 6.00 140.00 0.00 0.00 0.00 0.00 P1746 17.80 6.00 140.00 0.00 0.00 0.00 0.00 P1748 9.80 4.00 140.00 0.00 0.00 0.00 0.00 P1750 12.73 4.00 140.00 0.00 0.00 0.00 0.00 P1766 56.07 6.00 130.00 0.00 0.00 0.00 0.00 P1820 19.72 6.00 140.00 0.00 0.00 0.00 0.00 P1822 21.82 10.00 130.00 0.00 0.00 0.00 0.00 P1828 77.89 6.00 140.00 0.00 0.00 0.00 0.00 P1830 19.11 6.00 140.00 0.00 0.00 0.00 0.00 P1832 60.11 6.00 140.00 0.00 0.00 0.00 0.00 P1834 22.83 6.00 140.00 0.00 0.00 0.00 0.00 P1836 18.45 6.00 140.00 0.00 0.00 0.00 0.00 P1838 20.17 8.00 130.00 0.00 0.00 0.00 0.00 P1840 8.17 4.00 130.00 0.00 0.00 0.00 0.00 P1842 14.53 8.00 130.00 0.00 0.00 0.00 0.00 P1844 7.72 8.00 130.00 0.00 0.00 0.00 0.00 P1846 8.59 4.00 130.00 0.00 0.00 0.00 0.00 P1848 27.09 8.00 130.00 0.00 0.00 0.00 0.00 P1850 18.40 6.00 130.00 0.00 0.00 0.00 0.00 P1852 8.51 6.00 130.00 0.00 0.00 0.00 0.00 P1898 5.86 8.00 130.00 0.00 0.00 0.00 0.00 P1900 5.38 6.00 130.00 0.00 0.00 0.00 0.00 P1902 9.03 8.00 130.00 0.00 0.00 0.00 0.00 P1908 9.07 6.00 130.00 0.00 0.00 0.00 0.00 P1910 8.57 8.00 130.00 0.00 0.00 0.00 0.00 P1912 39.13 6.00 130.00 0.00 0.00 0.00 0.00 P550-490-1-6 6.76 8.00 127.00 0.00 0.00 0.00 0.00 P2206 17.01 8.00 140.00 0.00 0.00 0.00 0.00 P2208 10.04 8.00 140.00 0.00 0.00 0.00 0.00 P874 498.56 8.00 120.00 1.00 8.16 0.05 0.00 P876 60.74 8.00 120.00 1.00 27.39 0.17 0.00 P878 245.56 8.00 120.00 1.00 4.80 0.03 0.00 P880 718.15 8.00 120.00 1.00 15.86 0.10 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P882 165.55 8.00 120.00 1.00 28.19 0.18 0.00 P884 360.83 8.00 120.00 1.00 8.38 0.05 0.00 P886 293.73 8.00 120.00 1.00 14.43 0.09 0.00 P888 221.90 8.00 120.00 1.00 5.93 0.04 0.00 P890 241.60 8.00 120.00 1.00 5.75 0.04 0.00 P892 307.30 10.00 125.00 1.00 204.91 0.84 0.11 P894 292.20 10.00 125.00 1.00 183.64 0.75 0.08 P896 531.94 8.00 130.00 1.00 26.46 0.17 0.01 P898 242.70 8.00 130.00 1.00 98.65 0.63 0.06 P900 331.61 8.00 130.00 1.00 5.35 0.03 0.00 P902 553.32 8.00 130.00 1.00 58.04 0.37 0.05 P904 578.50 8.00 130.00 1.00 65.54 0.42 0.07 P906 218.72 8.00 130.00 1.00 107.33 0.69 0.06 P908 366.04 8.00 130.00 1.00 1.99 0.01 0.00 P910 164.87 8.00 130.00 1.00 112.47 0.72 0.05 P912 772.27 10.00 113.00 1.00 97.16 0.40 0.08 P914 166.85 8.00 130.00 1.00 80.57 0.51 0.03 P916 386.23 8.00 130.00 1.00 39.75 0.25 0.02 P918 489.34 8.00 130.00 1.00 39.27 0.25 0.02 P920 352.82 8.00 130.00 1.00 3.84 0.02 0.00 P922 25.62 8.00 130.00 1.00 21.85 0.14 0.00 P924 199.81 8.00 130.00 1.00 3.82 0.02 0.00 P926 661.70 8.00 130.00 1.00 58.47 0.37 0.06 P928 305.40 10.00 114.00 1.00 34.36 0.14 0.00 P930 511.80 10.00 114.00 1.00 71.30 0.29 0.03 P932 89.35 8.00 114.00 1.00 23.64 0.15 0.00 P934 302.67 8.00 114.00 1.00 4.74 0.03 0.00 P936 270.53 8.00 114.00 1.00 12.35 0.08 0.00 P938 645.80 8.00 114.00 1.00 12.48 0.08 0.00 P490-255-1-6 17.44 12.00 120.00 1.00 1425.29 4.04 0.10 P948 267.02 8.00 110.00 1.00 2.34 0.01 0.00 P950 590.02 8.00 115.00 1.00 7.88 0.05 0.00 P952 195.98 8.00 115.00 1.00 4.62 0.03 0.00 P954 217.97 6.00 114.00 1.00 34.65 0.39 0.04 P956 11.12 10.00 127.00 1.00 97.18 0.40 0.00 P958 287.59 10.00 127.00 1.00 102.32 0.42 0.03 P960 295.64 10.00 127.00 1.00 138.23 0.56 0.05 P962 463.26 10.00 127.00 1.00 139.86 0.57 0.08 P964 135.35 10.00 127.00 1.00 0.00 0.00 0.00 P966 522.71 8.00 127.00 1.00 26.99 0.17 0.01 P968 621.73 8.00 127.00 1.00 26.99 0.17 0.01 P970 312.55 12.00 120.00 1.00 1425.29 4.04 1.77 P974 306.76 8.00 113.00 1.00 116.37 0.74 0.14 P976 374.49 8.00 120.00 1.00 13.93 0.09 0.00 P978 390.47 8.00 120.00 1.00 7.52 0.05 0.00 P980 715.06 8.00 120.00 1.00 1.87 0.01 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P982 564.80 8.00 120.00 1.00 3.26 0.02 0.00 P984 418.98 6.00 97.00 1.00 8.30 0.09 0.01 P986 286.28 6.00 97.00 1.00 1.39 0.02 0.00 P988 306.62 6.00 97.00 1.00 5.38 0.06 0.00 P990 269.72 6.00 97.00 1.00 11.29 0.13 0.01 P992 368.82 6.00 97.00 1.00 19.79 0.22 0.03 P994 156.98 6.00 97.00 1.00 3.46 0.04 0.00 P996 594.06 6.00 97.00 1.00 7.74 0.09 0.01 P998 284.60 6.00 112.00 1.00 24.49 0.28 0.03 P1000 290.15 8.00 110.00 1.00 70.67 0.45 0.05 P1002 302.16 10.00 114.00 1.00 83.04 0.34 0.02 P1004 767.75 6.00 112.00 1.00 16.51 0.19 0.03 P1006 507.11 6.00 112.00 1.00 19.87 0.23 0.03 P1008 392.12 12.00 110.00 1.00 185.14 0.53 0.06 P1010 557.97 8.00 110.00 1.00 59.33 0.38 0.07 P1012 184.76 8.00 110.00 1.00 70.28 0.45 0.03 P1014 105.01 8.00 110.00 1.00 13.78 0.09 0.00 P1016 1204.03 8.00 110.00 1.00 108.38 0.69 0.49 P1018 649.49 8.00 113.00 1.00 15.75 0.10 0.01 P1020 216.55 8.00 113.00 1.00 26.87 0.17 0.01 P1022 376.53 6.00 113.00 1.00 8.34 0.09 0.01 P1024 383.16 6.00 113.00 1.00 12.18 0.14 0.01 P1026 422.08 8.00 112.00 1.00 53.21 0.34 0.04 P1028 316.93 6.00 112.00 1.00 15.87 0.18 0.01 P1030 985.31 6.00 112.00 1.00 18.19 0.21 0.03 P1032 1322.74 12.00 108.00 1.00 277.37 0.79 0.31 P1034 303.63 8.00 120.00 1.00 59.87 0.38 0.03 P1036 471.44 8.00 120.00 1.00 56.75 0.36 0.03 P1038 232.13 8.00 120.00 1.00 51.81 0.33 0.02 P1040 556.37 12.00 120.00 1.00 83.36 0.24 0.02 P1042 7.18 6.00 120.00 1.00 0.00 0.00 0.00 P1044 5.14 4.00 120.00 1.00 0.00 0.00 0.00 P1046 10.43 4.00 120.00 1.00 1.09 0.03 0.00 P1048 67.34 6.00 120.00 1.00 0.00 0.00 0.00 P1050 8.97 6.00 120.00 1.00 11.29 0.13 0.00 P1052 13.99 20.00 115.00 1.00 1819.28 1.86 0.01 P1054 24.50 16.00 120.00 1.00 0.00 0.00 0.00 P1056 26.08 16.00 120.00 1.00 0.00 0.00 0.00 P1058 21.41 16.00 120.00 1.00 0.00 0.00 0.00 P1068 889.04 30.00 120.00 1.00 5124.77 2.33 0.62 P1070 81.26 24.00 120.00 1.00 719.27 0.51 0.00 P1080 44.50 30.00 90.00 1.00 8033.93 3.65 0.12 P1086 7.54 30.00 120.00 1.00 8033.93 3.65 0.01 P1088 606.81 30.00 120.00 1.00 8035.63 3.65 0.98 P1090 3.59 30.00 100.00 1.00 8033.93 3.65 0.01 P1092 1066.03 12.00 127.00 1.00 260.25 0.74 0.23 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1094 294.05 12.00 127.00 1.00 384.12 1.09 0.13 P1096 755.17 12.00 127.00 1.00 0.54 0.00 0.00 ZONESEP700N-70 95.41 30.00 115.00 1.00 1604.32 0.73 0.01 P1100 7.24 10.00 120.00 1.00 0.00 0.00 0.00 P1104 24.53 6.00 120.00 1.00 0.00 0.00 0.00 P1112 73.46 30.00 120.00 1.00 2400.00 1.09 0.01 P1114 14.44 30.00 120.00 1.00 2400.00 1.09 0.00 P1116 37.13 30.00 115.00 1.00 1881.35 0.85 0.00 P1118 41.38 30.00 120.00 1.00 2400.00 1.09 0.01 P1124 87.02 10.00 120.00 1.00 0.00 0.00 0.00 P1126 822.06 16.00 130.00 1.00 447.78 0.71 0.12 P1140 1449.73 8.00 127.00 1.00 3.41 0.02 0.00 P1142 29.50 12.00 127.00 1.00 0.00 0.00 0.00 P1144 30.85 12.00 127.00 1.00 130.03 0.37 0.00 P1146 909.99 8.00 115.00 1.00 15.05 0.10 0.01 P1148 97.14 10.00 130.00 1.00 92.46 0.38 0.01 P1154 87.52 10.00 130.00 1.00 0.00 0.00 0.00 P1156 9.80 10.00 130.00 1.00 2.13 0.01 0.00 P1162 4.77 16.00 120.00 1.00 0.00 0.00 0.00 P1186 1211.36 16.00 130.00 1.00 276.81 0.44 0.07 P1188 500.26 8.00 130.00 1.00 176.15 1.12 0.37 P1190 1015.57 16.00 100.00 1.00 959.13 1.53 0.95 P1192 37.46 16.00 100.00 1.00 1038.51 1.66 0.04 P1194 2299.41 16.00 100.00 1.00 1038.51 1.66 2.50 P1198 332.76 8.00 127.00 1.00 76.05 0.49 0.05 P1202 103.58 21.00 130.00 1.00 2198.95 2.04 0.07 NC490-446-1 71.61 14.00 95.00 1.00 0.00 0.00 0.00 P1206 556.28 10.00 127.00 1.00 22.34 0.09 0.00 P1208 799.15 8.00 127.00 1.00 16.79 0.11 0.01 P1210 1015.58 12.00 130.00 1.00 8.36 0.02 0.00 P1212 326.34 12.00 130.00 1.00 1.15 0.00 0.00 P1214 18.27 12.00 130.00 1.00 0.00 0.00 0.00 P1216 17.70 12.00 130.00 1.00 0.00 0.00 0.00 P1218 17.21 3.00 130.00 1.00 4.70 0.21 0.00 P1220 19.75 3.00 130.00 1.00 2.03 0.09 0.00 P1222 130.76 8.00 100.00 1.00 41.98 0.27 0.01 P1224 1592.40 12.00 120.00 1.00 61.27 0.17 0.03 P1226 16.39 12.00 90.00 1.00 550.98 1.56 0.03 P1228 5.47 12.00 90.00 1.00 0.00 0.00 0.00 P1232 4.44 12.00 90.00 1.00 0.00 0.00 0.00 P1259 5.84 12.00 116.00 1.00 1.55 0.00 0.00 P1263 6.35 12.00 110.00 1.00 0.52 0.00 0.00 P1265 456.38 8.00 130.00 1.00 46.00 0.29 0.03 P1269 398.56 10.00 114.00 1.00 75.39 0.31 0.03 P1271 402.41 6.00 112.00 1.00 19.36 0.22 0.03 P1275 482.94 6.00 120.00 1.00 12.52 0.14 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1277 383.05 12.00 108.00 1.00 98.71 0.28 0.02 P1279 267.98 12.00 108.00 1.00 146.20 0.41 0.03 P1281 161.88 8.00 120.00 1.00 7.84 0.05 0.00 P1285 619.41 8.00 117.00 1.00 11.52 0.07 0.00 P1287 371.13 18.00 116.00 1.00 688.51 0.87 0.08 P1289 28.90 20.00 112.00 1.00 140.89 0.14 0.00 P1291 155.21 12.00 125.00 1.00 8.06 0.02 0.00 P1295 73.23 8.00 120.00 1.00 6.69 0.04 0.00 P1297 4701.96 24.00 120.00 1.00 3599.88 2.55 4.94 P1301 156.13 10.00 120.00 1.00 0.00 0.00 0.00 P1303 82.85 10.00 120.00 1.00 334.52 1.37 0.08 P1305 84.75 12.00 110.00 0.00 0.00 0.00 0.00 P1307 1206.79 14.00 105.00 1.00 1488.21 3.10 4.48 P1311 1898.89 16.00 115.00 1.00 1435.43 2.29 2.90 P1319 36.59 8.00 120.00 1.00 200.93 1.28 0.04 P1325 2454.83 14.00 117.00 1.00 2285.89 4.76 16.49 P1327 11.49 14.00 117.00 1.00 1896.13 3.95 0.05 P1329 74.07 12.00 130.00 1.00 94.95 0.27 0.00 P1331 451.14 8.00 130.00 1.00 135.90 0.87 0.20 P1333 256.17 12.00 130.00 1.00 40.21 0.11 0.00 P1335 280.92 16.00 120.00 1.00 648.34 1.03 0.09 P1337 27.29 30.00 117.00 1.00 5385.16 2.44 0.02 P1339 34.45 8.00 127.00 1.00 85.75 0.55 0.01 P1341 100.12 8.00 127.00 1.00 109.70 0.70 0.03 P1353 1356.81 16.00 112.00 1.00 309.12 0.49 0.13 P1355 278.71 16.00 120.00 1.00 860.22 1.37 0.15 P1357 27.32 10.00 112.00 1.00 45.01 0.18 0.00 P1361 171.60 6.00 110.00 1.00 21.31 0.24 0.01 P1363 183.77 16.00 127.00 1.00 1076.86 1.72 0.14 P1367 27.68 16.00 100.00 1.00 437.07 0.70 0.01 P1369 173.83 16.00 125.00 1.00 0.00 0.00 0.00 P1373 47.94 12.00 117.00 1.00 227.46 0.65 0.01 P1377 708.22 12.00 112.00 1.00 134.96 0.38 0.06 P1379 155.20 6.00 110.00 1.00 34.48 0.39 0.03 P1393 181.68 12.00 110.00 1.00 163.44 0.46 0.02 P1411 321.89 16.00 117.00 1.00 625.71 1.00 0.10 P1413 217.02 16.00 116.00 1.00 918.13 1.47 0.14 P1419 215.30 16.00 116.00 1.00 904.84 1.44 0.14 P1427 67.27 16.00 116.00 1.00 1077.99 1.72 0.06 P1429 79.74 16.00 116.00 1.00 790.22 1.26 0.04 P1433 313.96 16.00 116.00 1.00 901.27 1.44 0.20 P1445 789.41 6.00 115.00 1.00 28.40 0.32 0.10 P1447 433.70 12.00 114.00 1.00 19.27 0.05 0.00 P1451 702.09 6.00 115.00 1.00 22.13 0.25 0.06 P1457 550.14 12.00 115.00 1.00 165.60 0.47 0.06 P1473 698.61 12.00 114.00 1.00 165.65 0.47 0.08 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1475 923.29 8.00 115.00 1.00 45.23 0.29 0.07 P1493 589.72 10.00 113.00 1.00 288.66 1.18 0.47 P1507 355.69 10.00 115.00 1.00 540.61 2.21 0.88 P1509 198.57 8.00 114.00 1.00 11.68 0.07 0.00 P1511 796.14 8.00 115.00 1.00 9.63 0.06 0.00 P1513 12.76 10.00 127.00 1.00 135.28 0.55 0.00 P1515 402.75 10.00 127.00 1.00 97.18 0.40 0.03 P1519 208.47 6.00 115.00 1.00 166.32 1.89 0.70 P1521 638.32 8.00 113.00 1.00 6.41 0.04 0.00 P1523 57.11 12.00 110.00 1.00 205.14 0.58 0.01 P1529 982.25 12.00 120.00 1.00 224.33 0.64 0.18 P1531 994.89 12.00 130.00 1.00 2.67 0.01 0.00 P1533 75.97 12.00 130.00 1.00 117.47 0.33 0.00 P1535 239.79 12.00 130.00 1.00 50.67 0.14 0.00 P1537 549.85 12.00 130.00 1.00 1.91 0.01 0.00 P1539 310.67 8.00 130.00 1.00 30.13 0.19 0.01 P1547 332.99 8.00 130.00 1.00 6.59 0.04 0.00 P1551 1418.87 8.00 130.00 1.00 3.27 0.02 0.00 P1553 1287.87 8.00 130.00 1.00 1.86 0.01 0.00 P1559 639.21 12.00 130.00 1.00 38.91 0.11 0.00 P1561 403.76 12.00 130.00 1.00 82.53 0.23 0.01 P1563 415.68 12.00 130.00 1.00 64.63 0.18 0.01 P1575 549.95 12.00 130.00 1.00 19.42 0.06 0.00 P1577 194.47 12.00 130.00 1.00 10.31 0.03 0.00 P1581 551.88 8.00 130.00 1.00 14.52 0.09 0.00 P1583 686.45 8.00 130.00 1.00 23.97 0.15 0.01 P1585 273.59 8.00 130.00 1.00 10.71 0.07 0.00 P1589 760.28 8.00 130.00 1.00 0.31 0.00 0.00 P1591 291.20 8.00 130.00 1.00 15.87 0.10 0.00 P1593 616.91 8.00 130.00 1.00 8.07 0.05 0.00 P1595 615.94 8.00 130.00 1.00 5.22 0.03 0.00 P1597 299.10 8.00 130.00 1.00 2.77 0.02 0.00 P1601 1101.80 8.00 130.00 1.00 1.41 0.01 0.00 P1603 1175.87 8.00 130.00 1.00 4.44 0.03 0.00 P1607 50.38 16.00 120.00 1.00 2.94 0.00 0.00 P1611 1185.46 14.00 117.00 1.00 44.01 0.09 0.01 P1613 124.41 12.00 127.00 1.00 6.95 0.02 0.00 P1617 827.73 8.00 130.00 1.00 10.95 0.07 0.00 P1619 60.91 8.00 130.00 1.00 8.96 0.06 0.00 P1621 1173.05 8.00 130.00 1.00 1.99 0.01 0.00 P1623 374.59 12.00 120.00 1.00 7.78 0.02 0.00 P1625 94.02 12.00 120.00 1.00 6.99 0.02 0.00 P1633 304.49 12.00 120.00 1.00 0.16 0.00 0.00 P1635 318.05 18.00 120.00 1.00 160.63 0.20 0.00 P1637 248.96 12.00 120.00 1.00 130.03 0.37 0.02 P1639 215.18 12.00 120.00 1.00 7.78 0.02 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1641 869.91 8.00 130.00 1.00 0.78 0.01 0.00 P1643 579.04 8.00 130.00 1.00 30.91 0.20 0.02 P1655 1103.69 8.00 130.00 1.00 10.42 0.07 0.00 P1657 386.64 8.00 120.00 1.00 0.52 0.00 0.00 P1659 278.09 8.00 120.00 1.00 0.00 0.00 0.00 P1661 1099.42 8.00 130.00 1.00 0.32 0.00 0.00 P1663 213.79 10.00 130.00 1.00 4.74 0.02 0.00 P1665 415.70 8.00 127.00 1.00 0.24 0.00 0.00 P1667 291.28 12.00 125.00 1.00 5.54 0.02 0.00 P1671 378.73 8.00 127.00 1.00 2.20 0.01 0.00 P1677 119.63 8.00 127.00 1.00 0.86 0.01 0.00 P1683 248.90 18.00 120.00 1.00 258.69 0.33 0.01 P1687 704.76 8.00 130.00 1.00 17.17 0.11 0.01 P1689 454.99 14.00 127.00 1.00 0.16 0.00 0.00 P1691 1670.39 8.00 127.00 1.00 34.53 0.22 0.06 P1693 249.58 12.00 116.00 1.00 230.03 0.65 0.05 P1695 539.00 8.00 130.00 1.00 18.37 0.12 0.01 P1701 1198.85 8.00 130.00 1.00 10.45 0.07 0.00 P1703 264.31 8.00 120.00 1.00 0.12 0.00 0.00 P1705 375.16 8.00 116.00 1.00 65.74 0.42 0.05 P1709 105.08 10.00 127.00 1.00 198.05 0.81 0.03 P1711 514.09 18.00 116.00 1.00 578.89 0.73 0.08 P1713 881.75 10.00 130.00 1.00 109.88 0.45 0.09 P1719 497.90 18.00 116.00 1.00 919.65 1.16 0.19 P1721 362.69 12.00 115.00 1.00 129.16 0.37 0.03 P1723 82.33 10.00 130.00 1.00 67.04 0.27 0.00 P1725 612.04 10.00 130.00 1.00 1.51 0.01 0.00 P1727 412.58 10.00 130.00 1.00 66.57 0.27 0.02 P1729 99.64 8.00 120.00 1.00 90.74 0.58 0.02 P1731 230.31 10.00 130.00 1.00 91.20 0.37 0.02 P1733 119.59 10.00 130.00 1.00 161.21 0.66 0.03 P1741 114.75 12.00 130.00 1.00 0.00 0.00 0.00 P1743 418.21 12.00 130.00 1.00 3.70 0.01 0.00 P1745 1686.99 8.00 130.00 1.00 0.60 0.00 0.00 P1747 310.85 10.00 127.00 1.00 23.46 0.10 0.00 P1749 111.71 10.00 127.00 1.00 64.59 0.26 0.00 P1753 307.35 10.00 130.00 1.00 11.03 0.05 0.00 P1755 345.92 12.00 130.00 1.00 1.50 0.00 0.00 P1759 149.82 12.00 130.00 1.00 6.67 0.02 0.00 P1761 833.72 8.00 130.00 1.00 1.50 0.01 0.00 P1763 187.09 10.00 130.00 1.00 1.13 0.00 0.00 P1767 276.47 10.00 130.00 1.00 5.17 0.02 0.00 P1771 1420.24 10.00 130.00 1.00 0.38 0.00 0.00 P1773 680.39 12.00 130.00 1.00 185.67 0.53 0.08 P1777 272.51 12.00 130.00 1.00 0.00 0.00 0.00 P1779 673.00 12.00 130.00 1.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1781 773.64 12.00 130.00 1.00 0.00 0.00 0.00 P1783 78.23 8.00 130.00 1.00 59.62 0.38 0.01 P1785 307.56 8.00 130.00 1.00 22.97 0.15 0.01 P1787 218.41 8.00 130.00 1.00 24.83 0.16 0.00 P1789 138.35 8.00 130.00 1.00 36.43 0.23 0.01 P1791 376.14 12.00 130.00 1.00 147.29 0.42 0.03 P1793 103.34 8.00 130.00 1.00 37.72 0.24 0.00 P1795 77.40 8.00 130.00 1.00 23.59 0.15 0.00 P1797 144.04 8.00 130.00 1.00 57.33 0.37 0.01 P1799 617.56 8.00 130.00 1.00 21.90 0.14 0.01 P1801 785.87 8.00 130.00 1.00 20.90 0.13 0.01 P1803 318.22 8.00 130.00 1.00 1.17 0.01 0.00 P1805 875.21 8.00 130.00 1.00 11.79 0.08 0.00 P1807 150.40 8.00 130.00 1.00 13.60 0.09 0.00 P1809 755.74 8.00 130.00 1.00 14.68 0.09 0.01 P1811 123.23 8.00 130.00 1.00 1.25 0.01 0.00 P1813 499.13 8.00 130.00 1.00 1.39 0.01 0.00 P1815 272.57 6.00 112.00 1.00 15.73 0.18 0.01 P1817 1053.56 6.00 115.00 1.00 42.10 0.48 0.27 P1821 399.82 8.00 112.00 1.00 37.08 0.24 0.02 P1823 186.59 6.00 108.00 1.00 67.74 0.77 0.13 P1825 477.05 10.00 112.00 1.00 132.83 0.54 0.09 P1827 368.89 6.00 115.00 1.00 15.66 0.18 0.02 P1829 393.46 6.00 115.00 1.00 34.00 0.39 0.07 P1831 477.23 6.00 110.00 1.00 29.05 0.33 0.07 P1833 632.64 8.00 112.00 1.00 89.79 0.57 0.17 P1835 629.03 6.00 100.00 1.00 20.20 0.23 0.05 P1837 328.93 10.00 114.00 1.00 91.34 0.37 0.03 P1839 1406.38 6.00 112.00 1.00 54.11 0.61 0.62 P1841 991.70 6.00 116.00 1.00 12.51 0.14 0.03 P1843 11.09 12.00 114.00 1.00 189.53 0.54 0.00 P1845 504.84 10.00 120.00 1.00 40.52 0.17 0.01 P1847 476.36 10.00 120.00 1.00 57.41 0.23 0.02 P1849 168.79 6.00 112.00 1.00 42.44 0.48 0.05 P1851 222.65 6.00 120.00 1.00 53.46 0.61 0.08 P1853 467.70 6.00 120.00 1.00 29.17 0.33 0.06 P1855 493.15 6.00 113.00 1.00 4.94 0.06 0.00 P1857 312.26 6.00 113.00 1.00 20.42 0.23 0.02 P1859 525.21 8.00 130.00 1.00 11.70 0.07 0.00 P1861 357.54 10.00 114.00 1.00 71.38 0.29 0.02 P1863 233.51 6.00 112.00 1.00 15.71 0.18 0.01 P1865 232.53 6.00 115.00 1.00 11.33 0.13 0.01 P1867 134.67 6.00 115.00 1.00 18.81 0.21 0.01 P1869 382.73 6.00 115.00 1.00 9.67 0.11 0.01 P1871 228.05 10.00 114.00 1.00 128.61 0.53 0.04 P1873 238.50 6.00 112.00 1.00 34.27 0.39 0.05 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1875 436.14 6.00 115.00 1.00 1.13 0.01 0.00 P1877 363.96 10.00 114.00 1.00 146.47 0.60 0.08 P1879 371.16 6.00 112.00 1.00 42.59 0.48 0.10 P1881 460.52 6.00 115.00 1.00 7.03 0.08 0.00 P1883 343.51 10.00 114.00 1.00 106.53 0.44 0.04 P1885 329.64 6.00 112.00 1.00 33.00 0.37 0.06 P1887 497.45 8.00 130.00 1.00 13.28 0.08 0.00 P1889 8.10 6.00 112.00 1.00 41.73 0.47 0.00 P1891 52.25 6.00 112.00 1.00 22.29 0.25 0.00 P1893 51.92 6.00 115.00 1.00 17.77 0.20 0.00 P1895 25.00 6.00 115.00 1.00 19.44 0.22 0.00 P1897 25.01 6.00 115.00 1.00 14.53 0.16 0.00 P1899 313.84 6.00 115.00 1.00 1.67 0.02 0.00 P1901 1519.91 6.00 115.00 1.00 1.67 0.02 0.00 P1903 318.32 4.00 115.00 1.00 1.67 0.04 0.00 P1905 711.04 12.00 111.00 1.00 299.16 0.85 0.22 P1907 413.94 10.00 114.00 1.00 221.23 0.90 0.17 P1909 984.74 8.00 114.00 1.00 36.83 0.24 0.05 P1911 39.85 12.00 111.00 1.00 331.31 0.94 0.01 P1913 633.93 10.00 112.00 1.00 136.07 0.56 0.11 P1915 253.39 6.00 130.00 1.00 60.81 0.69 0.09 P1917 1109.57 8.00 130.00 1.00 42.19 0.27 0.05 P1919 273.05 12.00 111.00 1.00 266.49 0.76 0.07 P1921 134.95 10.00 112.00 1.00 97.69 0.40 0.01 P1923 193.32 8.00 127.00 1.00 58.52 0.37 0.02 P1925 596.68 8.00 130.00 1.00 50.25 0.32 0.04 P1927 907.59 6.00 130.00 1.00 12.07 0.14 0.01 P1929 727.52 6.00 111.00 1.00 12.92 0.15 0.02 P1931 402.12 8.00 120.00 1.00 12.85 0.08 0.00 P1933 842.66 8.00 112.00 1.00 16.43 0.10 0.01 P1935 437.70 8.00 130.00 1.00 5.67 0.04 0.00 P1937 227.64 8.00 117.00 1.00 61.03 0.39 0.02 P1939 565.84 8.00 117.00 1.00 14.60 0.09 0.00 P1941 206.34 8.00 115.00 1.00 14.05 0.09 0.00 P1943 1070.78 10.00 110.00 1.00 116.67 0.48 0.13 P1945 880.61 10.00 113.00 1.00 27.37 0.11 0.01 P1947 82.37 4.00 110.00 1.00 0.20 0.01 0.00 P1951 491.50 8.00 120.00 0.00 0.00 0.00 0.00 P2005 24.94 10.00 120.00 1.00 3.67 0.02 0.00 P2007 225.21 10.00 120.00 1.00 0.00 0.00 0.00 P2009 1349.61 8.00 130.00 1.00 0.25 0.00 0.00 P2011 275.26 10.00 120.00 1.00 24.72 0.10 0.00 P2013 86.29 10.00 120.00 1.00 0.25 0.00 0.00 P2015 959.29 8.00 130.00 1.00 3.93 0.03 0.00 P2017 75.45 16.00 120.00 1.00 502.36 0.80 0.02 P2019 869.07 16.00 117.00 1.00 686.60 1.10 0.33 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2021 355.68 8.00 127.00 1.00 73.19 0.47 0.05 P2023 81.45 8.00 127.00 1.00 212.74 1.36 0.09 P2025 902.32 8.00 130.00 1.00 105.40 0.67 0.26 P2027 1021.80 8.00 127.00 1.00 108.46 0.69 0.32 P2029 312.02 8.00 127.00 1.00 37.60 0.24 0.01 P2031 353.90 8.00 130.00 1.00 108.29 0.69 0.11 P2033 52.48 8.00 130.00 1.00 176.75 1.13 0.04 P2035 774.67 8.00 130.00 1.00 97.35 0.62 0.19 P2037 18.38 16.00 120.00 1.00 450.88 0.72 0.00 P2039 1090.18 8.00 127.00 1.00 79.77 0.51 0.19 P2041 835.06 8.00 130.00 1.00 68.12 0.43 0.11 P2043 413.49 20.00 112.00 1.00 2.95 0.00 0.00 P2047 137.66 8.00 115.00 1.00 59.01 0.38 0.02 P2049 900.46 16.00 120.00 1.00 411.85 0.66 0.13 P2051 1283.03 8.00 115.00 1.00 59.01 0.38 0.16 P2053 461.84 8.00 116.00 1.00 14.22 0.09 0.00 P2055 2634.18 12.00 110.00 1.00 0.30 0.00 0.00 P2057 515.90 8.00 120.00 1.00 17.76 0.11 0.01 P2059 286.15 10.00 120.00 1.00 0.24 0.00 0.00 P2061 505.72 10.00 130.00 1.00 408.25 1.67 0.59 P2063 924.55 10.00 130.00 1.00 432.02 1.76 1.20 P2065 1066.56 10.00 130.00 1.00 432.02 1.76 1.39 P2067 319.02 12.00 110.00 1.00 0.23 0.00 0.00 P2069 1481.68 10.00 130.00 1.00 0.07 0.00 0.00 P2071 593.77 10.00 120.00 1.00 19.63 0.08 0.00 P2073 213.02 12.00 108.00 1.00 75.42 0.21 0.01 P2075 851.29 8.00 127.00 1.00 17.71 0.11 0.01 P2077 265.13 12.00 127.00 1.00 125.26 0.36 0.01 P2079 237.23 8.00 130.00 1.00 46.36 0.30 0.01 P2081 151.81 8.00 130.00 1.00 90.70 0.58 0.03 P2083 442.85 8.00 130.00 1.00 44.40 0.28 0.02 P2085 596.45 8.00 130.00 1.00 48.46 0.31 0.04 P2087 56.17 12.00 127.00 1.00 314.90 0.89 0.02 P2089 1226.65 8.00 127.00 1.00 26.08 0.17 0.03 P2091 443.94 8.00 127.00 1.00 40.93 0.26 0.02 P2093 1351.47 12.00 127.00 1.00 292.52 0.83 0.33 P2095 446.10 18.00 127.00 1.00 612.03 0.77 0.07 P2097 192.92 8.00 130.00 1.00 328.38 2.10 0.45 P2099 891.48 8.00 130.00 1.00 187.19 1.19 0.73 P2101 230.91 8.00 130.00 1.00 330.93 2.11 0.54 P2103 1503.15 8.00 130.00 1.00 141.18 0.90 0.73 P2105 122.80 12.00 130.00 1.00 6.81 0.02 0.00 P2107 727.82 8.00 130.00 1.00 0.84 0.01 0.00 P2109 628.98 8.00 130.00 1.00 0.91 0.01 0.00 P2111 785.47 16.00 120.00 1.00 109.03 0.17 0.01 P2113 533.79 18.00 127.00 1.00 777.84 0.98 0.12 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2115 529.12 10.00 120.00 1.00 13.87 0.06 0.00 P2117 1461.43 8.00 130.00 1.00 70.61 0.45 0.20 P2119 216.92 8.00 130.00 1.00 7.10 0.05 0.00 P2121 247.65 8.00 130.00 1.00 33.49 0.21 0.01 P2123 769.27 8.00 130.00 1.00 63.61 0.41 0.09 P2125 270.64 8.00 130.00 1.00 118.20 0.75 0.09 P2127 1296.18 8.00 130.00 1.00 47.87 0.31 0.09 P2129 448.98 16.00 115.00 1.00 459.61 0.73 0.08 P2131 231.05 16.00 100.00 1.00 768.28 1.23 0.14 P2133 2542.32 12.00 130.00 1.00 100.23 0.28 0.09 P2135 443.28 12.00 130.00 1.00 53.41 0.15 0.00 P2137 152.96 12.00 130.00 1.00 76.17 0.22 0.00 P2139 707.26 10.00 130.00 1.00 25.69 0.10 0.00 P2141 354.06 16.00 125.00 1.00 383.58 0.61 0.04 P2143 1249.27 12.00 127.00 1.00 75.11 0.21 0.03 P2145 1132.02 10.00 108.00 1.00 26.65 0.11 0.01 P2147 1224.68 10.00 108.00 1.00 63.61 0.26 0.06 P2149 143.12 8.00 130.00 1.00 43.76 0.28 0.01 P2151 177.04 8.00 130.00 1.00 37.18 0.24 0.01 P940 11.03 8.00 100.00 0.00 0.00 0.00 0.00 P944 10.30 6.00 100.00 0.00 0.00 0.00 0.00 P946 10.59 6.00 100.00 0.00 0.00 0.00 0.00 P1060 30.51 8.00 100.00 0.00 0.00 0.00 0.00 P1062 11.55 8.00 100.00 0.00 0.00 0.00 0.00 P1064 12.67 8.00 100.00 0.00 0.00 0.00 0.00 P1072 10.19 16.00 135.00 0.00 0.00 0.00 0.00 P1074 17.08 6.00 135.00 0.00 0.00 0.00 0.00 P1076 10.08 12.00 135.00 0.00 0.00 0.00 0.00 P1078 46.41 12.00 90.00 0.00 0.00 0.00 0.00 P1082 18.74 12.00 135.00 0.00 0.00 0.00 0.00 P1084 10.20 12.00 135.00 0.00 0.00 0.00 0.00 P1120 35.42 8.00 130.00 0.00 0.00 0.00 0.00 P1122 33.76 10.00 130.00 0.00 0.00 0.00 0.00 P1128 7.55 18.00 135.00 0.00 0.00 0.00 0.00 P1130 9.15 8.00 135.00 0.00 0.00 0.00 0.00 P1132 7.04 8.00 135.00 0.00 0.00 0.00 0.00 P1134 6.96 12.00 100.00 0.00 0.00 0.00 0.00 P1136 12.78 10.00 130.00 0.00 0.00 0.00 0.00 P1138 9.41 10.00 130.00 0.00 0.00 0.00 0.00 P1150 30.55 10.00 130.00 0.00 0.00 0.00 0.00 P1152 29.89 10.00 130.00 0.00 0.00 0.00 0.00 P1158 3.30 16.00 130.00 0.00 0.00 0.00 0.00 P1160 2.49 16.00 130.00 0.00 0.00 0.00 0.00 P1164 1.15 8.00 130.00 0.00 0.00 0.00 0.00 P1166 3.13 8.00 130.00 0.00 0.00 0.00 0.00 P1168 2.28 8.00 130.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P1172 9.42 8.00 130.00 0.00 0.00 0.00 0.00 P1174 9.96 8.00 130.00 0.00 0.00 0.00 0.00 P1176 7.60 8.00 130.00 0.00 0.00 0.00 0.00 P1178 4.23 8.00 130.00 0.00 0.00 0.00 0.00 P1182 3.96 8.00 130.00 0.00 0.00 0.00 0.00 P1200 18.40 12.00 130.00 0.00 0.00 0.00 0.00 P1443 1149.75 8.00 115.00 0.00 0.00 0.00 0.00 P1453 445.07 6.00 115.00 0.00 0.00 0.00 0.00 P1469 569.55 8.00 120.00 0.00 0.00 0.00 0.00 P1489 301.93 6.00 115.00 0.00 0.00 0.00 0.00 P1609 474.25 16.00 130.00 0.00 0.00 0.00 0.00 P1955 752.33 6.00 130.00 0.00 0.00 0.00 0.00 P1957 1772.59 6.00 130.00 0.00 0.00 0.00 0.00 P1959 477.55 6.00 130.00 0.00 0.00 0.00 0.00 P1961 187.46 6.00 130.00 0.00 0.00 0.00 0.00 P1963 125.74 6.00 130.00 0.00 0.00 0.00 0.00 P1965 353.84 6.00 130.00 0.00 0.00 0.00 0.00 P1967 208.43 6.00 130.00 0.00 0.00 0.00 0.00 P1969 229.80 6.00 130.00 0.00 0.00 0.00 0.00 P1971 1452.07 6.00 130.00 0.00 0.00 0.00 0.00 P1973 612.09 6.00 130.00 0.00 0.00 0.00 0.00 P1975 1231.60 6.00 130.00 0.00 0.00 0.00 0.00 P1977 225.52 6.00 130.00 0.00 0.00 0.00 0.00 P1979 1525.42 6.00 130.00 0.00 0.00 0.00 0.00 P1981 542.18 6.00 130.00 0.00 0.00 0.00 0.00 P1983 609.29 6.00 130.00 0.00 0.00 0.00 0.00 P1985 268.65 6.00 130.00 0.00 0.00 0.00 0.00 P1987 384.36 6.00 130.00 0.00 0.00 0.00 0.00 P1989 1343.90 6.00 130.00 0.00 0.00 0.00 0.00 P1991 1564.60 6.00 130.00 0.00 0.00 0.00 0.00 P1993 638.98 6.00 130.00 0.00 0.00 0.00 0.00 P1995 455.38 6.00 130.00 0.00 0.00 0.00 0.00 P1997 1289.92 6.00 130.00 0.00 0.00 0.00 0.00 P1999 954.56 6.00 130.00 0.00 0.00 0.00 0.00 P2001 573.99 6.00 130.00 0.00 0.00 0.00 0.00 P2003 766.67 6.00 130.00 0.00 0.00 0.00 0.00 P2045 533.35 8.00 115.00 0.00 0.00 0.00 0.00 P2153 1149.21 8.00 130.00 1.00 11.32 0.07 0.01 P2155 1676.44 8.00 130.00 1.00 9.23 0.06 0.01 P2157 767.16 8.00 125.00 1.00 26.46 0.17 0.02 P2159 668.87 8.00 125.00 1.00 14.22 0.09 0.01 P2161 434.79 8.00 130.00 1.00 13.47 0.09 0.00 P2163 386.77 8.00 130.00 1.00 4.48 0.03 0.00 P2165 564.09 8.00 130.00 1.00 10.57 0.07 0.00 P2167 380.18 8.00 130.00 1.00 12.82 0.08 0.00 P2169 57.90 8.00 130.00 1.00 48.72 0.31 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2171 539.48 8.00 127.00 1.00 22.01 0.14 0.01 P2173 374.08 12.00 114.00 1.00 76.72 0.22 0.01 P2175 78.91 12.00 114.00 1.00 89.03 0.25 0.00 P2177 473.51 6.00 112.00 1.00 10.72 0.12 0.01 P2179 528.82 16.00 122.00 1.00 244.79 0.39 0.03 P2181 1105.05 8.00 125.00 1.00 32.87 0.21 0.04 P2183 357.11 18.00 120.00 1.00 1068.58 1.35 0.16 P2185 22.93 8.00 125.00 1.00 0.28 0.00 0.00 P2187 42.08 18.00 120.00 1.00 1074.53 1.35 0.02 P2189 229.70 12.00 127.00 1.00 478.80 1.36 0.16 P2191 163.70 30.00 115.00 1.00 2852.17 1.29 0.04 P2193 159.06 8.00 130.00 1.00 94.68 0.60 0.04 P2195 159.55 8.00 130.00 1.00 66.13 0.42 0.02 P2197 228.11 8.00 130.00 1.00 75.55 0.48 0.03 P2199 991.95 8.00 130.00 1.00 24.65 0.16 0.02 P2201 308.53 12.00 115.00 1.00 336.78 0.96 0.13 P2203 61.53 12.00 115.00 1.00 484.80 1.38 0.05 P2205 933.76 12.00 120.00 1.00 483.92 1.37 0.72 P2207 115.34 12.00 130.00 1.00 481.37 1.37 0.08 P2209 611.33 8.00 130.00 1.00 479.46 3.06 2.86 P2211 572.97 8.00 120.00 1.00 48.96 0.31 0.04 P2213 1050.60 8.00 130.00 1.00 50.17 0.32 0.08 P2215 178.07 8.00 127.00 1.00 40.32 0.26 0.01 P2217 707.19 8.00 130.00 1.00 12.33 0.08 0.00 P2219 865.01 8.00 130.00 1.00 9.57 0.06 0.00 P2221 342.28 8.00 130.00 1.00 18.00 0.11 0.00 P2223 357.95 8.00 130.00 1.00 2.40 0.02 0.00 P2225 161.24 8.00 130.00 1.00 1.15 0.01 0.00 P2227 484.31 8.00 130.00 1.00 2.04 0.01 0.00 P2229 16.14 14.00 120.00 1.00 710.92 1.48 0.01 P2231 201.90 8.00 127.00 1.00 8.75 0.06 0.00 P2233 17.26 8.00 127.00 0.00 0.00 0.00 0.00 P2237 164.28 8.00 120.00 1.00 134.80 0.86 0.09 P2239 294.84 8.00 120.00 1.00 75.47 0.48 0.05 P2241 445.43 8.00 130.00 1.00 65.43 0.42 0.05 P2243 207.44 16.00 110.00 1.00 763.55 1.22 0.11 P2245 107.51 16.00 114.00 1.00 523.57 0.84 0.03 P2247 479.35 8.00 127.00 1.00 123.55 0.79 0.19 P2249 21.73 8.00 108.00 1.00 127.45 0.81 0.01 P2251 14.32 8.00 108.00 1.00 72.86 0.47 0.00 P2253 10.38 8.00 116.00 1.00 25.05 0.16 0.00 P2255 545.88 8.00 116.00 1.00 67.33 0.43 0.08 P2257 597.05 8.00 115.00 1.00 26.15 0.17 0.02 P2259 596.77 12.00 130.00 1.00 84.37 0.24 0.02 P2261 572.34 8.00 115.00 1.00 49.73 0.32 0.05 P2263 696.26 8.00 116.00 1.00 36.15 0.23 0.03 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2265 866.87 8.00 116.00 1.00 27.66 0.18 0.02 P2267 17.11 8.00 112.00 1.00 17.08 0.11 0.00 P2269 118.90 8.00 112.00 1.00 13.77 0.09 0.00 P2271 77.70 8.00 112.00 1.00 10.29 0.07 0.00 P2273 260.58 8.00 112.00 1.00 20.55 0.13 0.00 P2275 736.46 8.00 112.00 1.00 26.62 0.17 0.02 P2277 402.07 6.00 114.00 1.00 3.20 0.04 0.00 P2279 433.27 6.00 115.00 1.00 3.93 0.04 0.00 P2281 426.54 6.00 113.00 1.00 7.86 0.09 0.01 P2283 2237.73 16.00 130.00 1.00 710.24 1.13 0.74 P2285 241.15 8.00 130.00 1.00 48.40 0.31 0.02 P2287 876.13 8.00 130.00 1.00 90.70 0.58 0.19 P2289 788.69 8.00 130.00 1.00 36.81 0.23 0.03 P2291 678.06 8.00 130.00 1.00 14.54 0.09 0.00 P2293 1145.97 8.00 130.00 1.00 10.96 0.07 0.00 P2295 807.28 8.00 130.00 1.00 121.46 0.78 0.30 P2297 1572.81 8.00 130.00 0.00 0.00 0.00 0.00 P2299 346.23 10.00 127.00 1.00 146.95 0.60 0.06 P2301 493.29 10.00 120.00 1.00 155.44 0.63 0.11 P2303 197.74 10.00 130.00 1.00 170.86 0.70 0.05 P2305 190.37 10.00 130.00 1.00 155.59 0.64 0.04 P2307 335.34 10.00 130.00 1.00 126.09 0.52 0.04 P2309 1194.97 8.00 130.00 1.00 35.30 0.23 0.04 P2311 236.15 14.00 125.00 1.00 706.60 1.47 0.16 P2313 13.08 6.00 130.00 1.00 180.76 2.05 0.04 P2315 10.41 14.00 110.00 1.00 178.76 0.37 0.00 P2317 3.73 20.00 110.00 1.00 178.76 0.18 0.00 P2319 422.54 18.00 110.00 1.00 176.97 0.22 0.01 P2321 2137.62 12.00 112.00 1.00 636.11 1.80 3.09 P2323 43.99 12.00 120.00 1.00 152.38 0.43 0.00 P2325 54.98 8.00 130.00 1.00 176.97 1.13 0.04 P2327 1000.66 8.00 130.00 1.00 66.15 0.42 0.12 P2329 519.40 8.00 130.00 1.00 94.26 0.60 0.12 P2331 94.67 8.00 130.00 1.00 148.72 0.95 0.05 P2333 1011.10 8.00 130.00 1.00 88.56 0.57 0.21 P2335 1611.70 16.00 113.00 1.00 1278.95 2.04 2.06 P2337 381.60 30.00 108.00 1.00 2693.28 1.22 0.10 P2339 22.13 8.00 130.00 1.00 183.33 1.17 0.02 P2341 64.83 8.00 130.00 1.00 183.33 1.17 0.05 P2343 288.82 8.00 125.00 1.00 252.72 1.61 0.44 P2345 1030.29 8.00 125.00 1.00 106.58 0.68 0.32 P2347 1036.83 8.00 125.00 1.00 106.21 0.68 0.32 P2349 1178.63 8.00 125.00 1.00 46.16 0.29 0.08 P2351 11.62 12.00 115.00 1.00 252.99 0.72 0.00 P2353 41.39 12.00 115.00 1.00 0.00 0.00 0.00 P2355 184.38 10.00 115.00 1.00 75.53 0.31 0.01 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2357 197.18 8.00 120.00 1.00 52.91 0.34 0.02 P2359 656.89 8.00 130.00 1.00 20.74 0.13 0.01 P2361 297.42 8.00 130.00 1.00 31.81 0.20 0.01 P2363 93.62 8.00 130.00 1.00 52.47 0.33 0.01 P2365 310.47 16.00 115.00 1.00 347.33 0.55 0.03 P2367 832.34 8.00 120.00 1.00 75.68 0.48 0.15 P2369 33.04 12.00 120.00 1.00 172.55 0.49 0.00 P2371 13.56 8.00 130.00 1.00 50.26 0.32 0.00 P2373 74.99 8.00 110.00 1.00 50.26 0.32 0.01 P2375 543.83 12.00 120.00 1.00 122.29 0.35 0.03 P2377 761.56 8.00 130.00 1.00 32.63 0.21 0.02 P2379 41.45 16.00 116.00 1.00 247.13 0.39 0.00 P2381 43.62 8.00 120.00 1.00 55.82 0.36 0.00 P2383 446.04 10.00 120.00 1.00 14.93 0.06 0.00 P2385 71.25 10.00 127.00 1.00 55.82 0.23 0.00 P2387 43.38 8.00 120.00 1.00 49.83 0.32 0.00 P2389 61.53 10.00 110.00 1.00 49.83 0.20 0.00 P2391 26.17 10.00 127.00 1.00 49.83 0.20 0.00 P2393 488.15 10.00 127.00 1.00 30.48 0.12 0.00 P2395 1132.83 10.00 127.00 1.00 19.35 0.08 0.00 P2397 54.44 8.00 117.00 1.00 21.72 0.14 0.00 P2399 297.57 16.00 116.00 1.00 209.35 0.33 0.01 P2401 793.97 8.00 130.00 1.00 21.34 0.14 0.01 P2403 52.00 12.00 116.00 1.00 12.09 0.03 0.00 P2405 85.28 8.00 117.00 1.00 2.50 0.02 0.00 P2407 805.52 10.00 120.00 1.00 2.50 0.01 0.00 P2409 639.06 16.00 120.00 1.00 79.23 0.13 0.00 P2411 162.37 16.00 120.00 1.00 35.27 0.06 0.00 P2413 1296.57 8.00 120.00 1.00 58.58 0.37 0.00 P2415 284.77 8.00 120.00 1.00 0.00 0.00 0.00 P2417 523.91 12.00 117.00 1.00 0.00 0.00 0.00 P2419 1377.40 12.00 130.00 1.00 136.09 0.39 0.09 P2421 128.05 8.00 130.00 1.00 29.81 0.19 0.00 P2423 526.27 12.00 130.00 1.00 106.28 0.30 0.02 P2425 135.69 8.00 130.00 1.00 28.74 0.18 0.00 P2427 533.87 8.00 130.00 1.00 29.21 0.19 0.01 P2429 373.71 12.00 130.00 1.00 369.48 1.05 0.15 P2431 1284.44 10.00 130.00 1.00 112.73 0.46 0.14 P2433 173.15 8.00 130.00 1.00 29.89 0.19 0.00 P2435 224.50 8.00 130.00 1.00 10.49 0.07 0.00 P2437 373.78 12.00 130.00 1.00 91.42 0.26 0.01 P2439 56.68 12.00 130.00 1.00 66.04 0.19 0.00 P2441 87.20 12.00 110.00 1.00 66.04 0.19 0.00 P2443 21.23 12.00 130.00 1.00 66.04 0.19 0.00 P2445 508.05 12.00 130.00 1.00 30.51 0.09 0.00 P2447 338.13 12.00 130.00 1.00 52.78 0.15 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2449 723.71 12.00 130.00 1.00 25.21 0.07 0.00 P2451 97.56 12.00 130.00 1.00 87.21 0.25 0.00 P2453 400.39 12.00 130.00 1.00 55.56 0.16 0.00 P2455 623.17 12.00 130.00 1.00 117.45 0.33 0.03 P2457 379.32 8.00 130.00 1.00 38.54 0.25 0.02 P2459 523.62 8.00 130.00 1.00 26.99 0.17 0.01 P2461 244.07 8.00 130.00 1.00 12.92 0.08 0.00 P2463 553.56 8.00 130.00 1.00 18.77 0.12 0.01 P2465 246.71 8.00 130.00 1.00 14.33 0.09 0.00 P2467 567.92 8.00 130.00 1.00 14.78 0.09 0.00 P2469 239.39 8.00 130.00 1.00 5.67 0.04 0.00 P2471 465.63 8.00 130.00 1.00 14.07 0.09 0.00 P2473 1086.37 8.00 130.00 1.00 25.27 0.16 0.02 P2475 726.28 8.00 130.00 1.00 8.44 0.05 0.00 P2477 1286.50 8.00 130.00 1.00 3.02 0.02 0.00 P2479 2404.85 12.00 130.00 1.00 48.77 0.14 0.02 P2481 2154.99 8.00 130.00 1.00 10.56 0.07 0.01 P2483 5.83 12.00 130.00 1.00 38.21 0.11 0.00 P2485 9.18 12.00 130.00 1.00 38.21 0.11 0.00 P2487 197.06 8.00 130.00 1.00 38.21 0.24 0.01 P2489 1018.71 8.00 130.00 1.00 15.83 0.10 0.01 P2491 1789.87 8.00 130.00 1.00 14.97 0.10 0.01 P2493 1612.31 8.00 130.00 1.00 16.68 0.11 0.02 P2495 113.87 12.00 130.00 1.00 20.70 0.06 0.00 P2497 1169.92 8.00 130.00 1.00 15.31 0.10 0.01 P2499 283.13 12.00 130.00 1.00 130.96 0.37 0.02 P2501 306.07 12.00 130.00 1.00 289.56 0.82 0.08 P2503 677.32 10.00 130.00 1.00 200.91 0.82 0.21 P2505 637.45 10.00 130.00 1.00 170.12 0.69 0.15 P2507 1825.33 16.00 125.00 1.00 506.26 0.81 0.35 P2509 403.48 10.00 130.00 1.00 371.25 1.52 0.40 P2511 682.03 10.00 115.00 1.00 132.30 0.54 0.12 P2513 841.59 12.00 113.00 1.00 238.14 0.68 0.19 P2515 80.80 12.00 130.00 1.00 107.94 0.31 0.00 P2517 164.29 8.00 130.00 1.00 158.74 1.01 0.10 P2519 577.54 8.00 130.00 1.00 61.89 0.40 0.06 P2521 835.35 8.00 130.00 1.00 50.71 0.32 0.06 P2523 441.52 8.00 130.00 1.00 40.51 0.26 0.02 P2525 404.23 8.00 130.00 1.00 113.97 0.73 0.13 P2527 1317.38 8.00 130.00 1.00 83.27 0.53 0.24 P2529 1712.01 8.00 130.00 1.00 29.29 0.19 0.05 P2531 121.19 10.00 117.00 1.00 1.03 0.00 0.00 P2533 1659.29 8.00 130.00 1.00 0.16 0.00 0.00 P2535 323.53 16.00 130.00 1.00 234.42 0.37 0.01 P2537 959.83 16.00 130.00 1.00 56.82 0.09 0.00 P2539 2284.08 16.00 120.00 1.00 394.23 0.63 0.29 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2543 4371.05 16.00 130.00 1.00 416.12 0.66 0.54 P2545 837.98 10.00 114.00 1.00 51.99 0.21 0.03 P2549 1298.59 16.00 130.00 1.00 394.72 0.63 0.14 P2551 4546.32 16.00 130.00 1.00 394.72 0.63 0.51 P2553 6323.14 16.00 130.00 1.00 0.00 0.00 0.00 P2555 987.49 12.00 130.00 1.00 442.35 1.25 0.55 P2557 289.57 12.00 130.00 1.00 358.34 1.02 0.11 P2559 585.10 12.00 130.00 1.00 440.28 1.25 0.32 P2561 291.49 12.00 130.00 1.00 391.20 1.11 0.13 P2563 1800.68 8.00 130.00 1.00 50.38 0.32 0.13 P2565 357.08 12.00 130.00 1.00 303.49 0.86 0.10 P2567 605.70 12.00 130.00 1.00 464.85 1.32 0.37 P2569 502.57 12.00 130.00 1.00 236.88 0.67 0.09 P2571 411.61 12.00 130.00 1.00 31.59 0.09 0.00 P2573 551.64 8.00 130.00 1.00 195.23 1.25 0.49 P2575 189.54 8.00 130.00 1.00 191.77 1.22 0.16 P2577 393.30 8.00 130.00 1.00 76.81 0.49 0.06 P2579 546.57 8.00 130.00 1.00 94.31 0.60 0.13 P2581 400.68 8.00 130.00 1.00 113.38 0.72 0.13 P2583 25.74 8.00 130.00 1.00 195.23 1.25 0.02 P2585 1451.20 8.00 130.00 1.00 37.96 0.24 0.06 P2587 723.67 12.00 130.00 1.00 463.62 1.32 0.44 P2589 321.36 12.00 130.00 1.00 404.64 1.15 0.15 P2591 1577.86 8.00 130.00 1.00 58.99 0.38 0.15 P2593 291.21 12.00 130.00 1.00 162.09 0.46 0.03 P2595 564.23 8.00 130.00 1.00 49.20 0.31 0.04 P2597 83.46 8.00 130.00 1.00 130.50 0.83 0.04 P2599 849.41 8.00 130.00 1.00 81.30 0.52 0.15 P2601 315.98 12.00 130.00 1.00 188.00 0.53 0.04 P2603 294.35 12.00 130.00 1.00 48.88 0.14 0.00 P2605 108.50 8.00 130.00 1.00 29.84 0.19 0.00 P2607 314.17 12.00 130.00 1.00 34.50 0.10 0.00 P2609 1091.87 8.00 130.00 1.00 6.21 0.04 0.00 P2611 435.39 8.00 130.00 1.00 38.82 0.25 0.02 P2613 79.96 8.00 130.00 1.00 4.66 0.03 0.00 P2615 348.78 8.00 130.00 1.00 9.08 0.06 0.00 P2617 904.54 8.00 130.00 1.00 1.47 0.01 0.00 P2619 265.68 8.00 130.00 1.00 4.45 0.03 0.00 P2621 272.18 8.00 130.00 1.00 2.80 0.02 0.00 P2623 264.45 8.00 130.00 1.00 3.39 0.02 0.00 P2625 334.44 8.00 130.00 1.00 10.87 0.07 0.00 P2627 296.92 8.00 130.00 1.00 6.14 0.04 0.00 P2629 519.09 8.00 130.00 1.00 97.97 0.63 0.13 P2631 1154.95 8.00 130.00 1.00 79.56 0.51 0.19 P2633 322.67 8.00 130.00 1.00 14.75 0.09 0.00 P2635 821.49 12.00 130.00 1.00 442.35 1.25 0.46 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2637 94.92 8.00 130.00 1.00 38.82 0.25 0.00 P2639 362.45 8.00 130.00 1.00 21.35 0.14 0.01 P2641 525.65 8.00 130.00 1.00 17.47 0.11 0.01 P2643 730.12 8.00 130.00 1.00 97.25 0.62 0.18 P2647 540.04 12.00 120.00 1.00 358.49 1.02 0.24 P2649 7.61 12.00 115.00 1.00 591.68 1.68 0.01 P2651 245.92 12.00 113.00 1.00 179.76 0.51 0.03 P2653 268.02 8.00 130.00 1.00 242.51 1.55 0.36 P2655 712.24 12.00 113.00 1.00 154.52 0.44 0.07 P2657 157.60 6.00 115.00 1.00 1.89 0.02 0.00 P2659 3312.65 24.00 125.00 1.00 3600.73 2.55 3.31 P2661 400.98 8.00 130.00 1.00 123.14 0.79 0.15 P2663 402.78 16.00 116.00 1.00 229.92 0.37 0.02 P2665 353.47 12.00 116.00 1.00 203.72 0.58 0.06 P2667 61.56 8.00 130.00 1.00 25.25 0.16 0.00 P2669 9.84 16.00 116.00 1.00 29.81 0.05 0.00 P2671 723.14 16.00 127.00 1.00 71.55 0.11 0.00 P2673 174.84 8.00 130.00 1.00 79.91 0.51 0.03 P2675 1134.44 12.00 105.00 1.00 148.55 0.42 0.12 P2677 98.77 8.00 130.00 1.00 62.18 0.40 0.01 P2681 1377.73 16.00 120.00 1.00 2.94 0.00 0.00 P2683 368.35 16.00 120.00 1.00 681.73 1.09 0.13 P2685 16.95 16.00 115.00 1.00 542.07 0.86 0.00 P2687 4510.77 21.00 105.00 1.00 2641.00 2.45 6.72 P2691 309.35 16.00 116.00 1.00 961.34 1.53 0.22 P2693 118.48 8.00 130.00 1.00 61.45 0.39 0.01 P2695 718.18 10.00 112.00 1.00 676.30 2.76 2.83 P2697 159.36 8.00 130.00 1.00 28.18 0.18 0.00 P2699 301.35 12.00 120.00 1.00 36.39 0.10 0.00 P2701 2.14 8.00 127.00 1.00 25.35 0.16 0.00 P2703 8.67 6.00 115.00 1.00 0.00 0.00 0.00 P2705 6.62 6.00 115.00 1.00 0.00 0.00 0.00 P2707 9.10 8.00 115.00 1.00 0.00 0.00 0.00 P2709 9.16 8.00 115.00 1.00 1.09 0.01 0.00 P2711 2.38 8.00 115.00 1.00 0.76 0.00 0.00 P2713 2.28 8.00 115.00 1.00 0.00 0.00 0.00 P2727 8.18 8.00 130.00 1.00 119.86 0.77 0.00 P2729 9.77 12.00 120.00 1.00 172.55 0.49 0.00 P2743 55.01 21.00 130.00 1.00 1266.00 1.17 0.01 P2745 192.50 21.00 114.00 1.00 2198.95 2.04 0.18 P2751 16.03 42.00 120.00 1.00 1266.00 0.29 0.00 P2763 612.51 8.00 110.00 1.00 65.70 0.42 0.10 P2765 51.44 6.00 110.00 1.00 21.33 0.24 0.00 P2767 168.88 8.00 110.00 1.00 84.08 0.54 0.04 P2769 462.97 6.00 90.00 1.00 37.34 0.42 0.15 P2771 199.10 8.00 112.00 1.00 16.81 0.11 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2773 56.00 8.00 115.00 1.00 12.82 0.08 0.00 P2775 558.90 8.00 115.00 1.00 8.48 0.05 0.00 P2777 114.94 8.00 115.00 1.00 9.20 0.06 0.00 P2779 930.27 8.00 112.00 1.00 28.53 0.18 0.03 P2781 464.51 4.00 110.00 1.00 9.37 0.24 0.06 P2783 435.86 6.00 116.00 1.00 18.49 0.21 0.02 P2787 385.73 8.00 120.00 1.00 7.94 0.05 0.00 P2789 496.66 12.00 130.00 1.00 46.58 0.13 0.00 P2791 97.75 8.00 120.00 1.00 32.80 0.21 0.00 P2793 128.86 12.00 116.00 1.00 115.27 0.33 0.01 P2795 391.10 8.00 120.00 1.00 6.15 0.04 0.00 P2797 524.48 8.00 116.00 1.00 149.03 0.95 0.35 P2799 87.01 8.00 130.00 1.00 26.43 0.17 0.00 P2801 82.04 8.00 112.00 1.00 129.51 0.83 0.04 P2803 447.80 8.00 112.00 1.00 71.80 0.46 0.08 P2809 684.26 12.00 116.00 1.00 1357.69 3.85 3.77 P2811 67.97 12.00 116.00 1.00 1724.18 4.89 0.58 P2813 142.71 12.00 116.00 1.00 1359.94 3.86 0.79 P2815 538.45 10.00 113.00 1.00 71.14 0.29 0.03 P2817 57.95 10.00 113.00 1.00 65.13 0.27 0.00 P2819 824.59 10.00 113.00 1.00 86.17 0.35 0.07 P2821 101.25 8.00 120.00 1.00 12.12 0.08 0.00 P2823 123.45 8.00 120.00 1.00 20.99 0.13 0.00 P2825 81.19 8.00 120.00 1.00 27.39 0.17 0.00 P2827 88.94 8.00 120.00 1.00 4.35 0.03 0.00 P2829 226.57 8.00 120.00 1.00 32.08 0.20 0.01 P2831 665.10 8.00 127.00 1.00 7.22 0.05 0.00 P2833 226.45 8.00 130.00 1.00 53.79 0.34 0.02 P2835 1425.54 8.00 127.00 1.00 31.92 0.20 0.05 P2837 60.11 8.00 115.00 1.00 34.21 0.22 0.00 P2839 295.23 8.00 116.00 1.00 47.93 0.31 0.02 P2841 316.28 8.00 116.00 1.00 25.65 0.16 0.01 P2843 429.06 8.00 130.00 1.00 17.89 0.11 0.00 P2845 37.07 8.00 130.00 1.00 31.11 0.20 0.00 P2847 47.28 8.00 130.00 1.00 19.45 0.12 0.00 P2849 299.53 8.00 113.00 1.00 21.86 0.14 0.01 P2851 201.34 8.00 113.00 1.00 24.38 0.16 0.00 P2853 35.93 16.00 130.00 1.00 2.94 0.00 0.00 P2855 909.23 12.00 110.00 1.00 316.45 0.90 0.37 P2857 18.69 12.00 105.00 0.00 0.00 0.00 0.00 P2861 11.15 8.00 116.00 0.00 0.00 0.00 0.00 P2863 175.04 10.00 117.00 1.00 177.31 0.72 0.05 P2865 29.92 10.00 120.00 0.00 0.00 0.00 0.00 P2867 141.77 8.00 130.00 1.00 112.59 0.72 0.05 P2869 185.50 8.00 117.00 1.00 5.09 0.03 0.00 P2871 66.19 8.00 117.00 1.00 1.74 0.01 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2873 377.38 8.00 95.00 1.00 103.49 0.66 0.18 P2875 336.64 8.00 95.00 1.00 84.02 0.54 0.11 P2877 129.50 10.00 95.00 1.00 132.61 0.54 0.03 P2879 31.67 8.00 120.00 1.00 150.52 0.96 0.02 P2881 208.69 8.00 115.00 1.00 54.18 0.35 0.02 P2883 58.01 8.00 110.00 1.00 3.56 0.02 0.00 P2885 52.05 8.00 110.00 1.00 12.41 0.08 0.00 P2887 557.35 8.00 110.00 1.00 5.00 0.03 0.00 P2889 456.83 8.00 112.00 1.00 43.71 0.28 0.03 P2891 215.72 8.00 110.00 1.00 72.51 0.46 0.04 P2893 168.45 8.00 112.00 1.00 40.98 0.26 0.01 P2895 928.91 6.00 112.00 1.00 46.32 0.53 0.31 P2897 217.06 6.00 112.00 1.00 114.05 1.29 0.38 P2899 49.37 8.00 112.00 1.00 99.53 0.64 0.02 P2901 49.35 6.00 90.00 1.00 15.04 0.17 0.00 P2903 905.79 6.00 90.00 1.00 7.95 0.09 0.02 P2905 523.24 6.00 60.00 1.00 29.57 0.34 0.24 P2907 320.16 8.00 127.00 1.00 21.30 0.14 0.00 P2909 749.09 8.00 127.00 1.00 13.81 0.09 0.01 P2911 570.92 8.00 127.00 1.00 15.41 0.10 0.00 P2913 23.82 8.00 130.00 1.00 23.29 0.15 0.00 P2915 1949.69 12.00 127.00 1.00 80.14 0.23 0.05 P2917 171.54 12.00 130.00 1.00 132.24 0.38 0.01 P2919 654.05 8.00 110.00 1.00 13.63 0.09 0.01 P2921 57.81 12.00 114.00 1.00 38.39 0.11 0.00 P2923 912.17 8.00 130.00 1.00 15.90 0.10 0.01 P2925 444.65 8.00 130.00 1.00 4.43 0.03 0.00 P2927 81.21 8.00 130.00 1.00 25.80 0.16 0.00 P2929 59.97 8.00 114.00 1.00 44.62 0.28 0.00 P2931 51.75 8.00 114.00 1.00 125.68 0.80 0.03 P2933 274.39 8.00 114.00 1.00 31.04 0.20 0.01 P2935 307.24 8.00 116.00 1.00 3.45 0.02 0.00 P2937 212.22 8.00 116.00 1.00 7.87 0.05 0.00 P2939 418.27 8.00 116.00 1.00 1.25 0.01 0.00 P2941 53.48 12.00 130.00 1.00 55.35 0.16 0.00 P2943 860.25 8.00 112.00 1.00 169.05 1.08 0.77 P2945 60.96 8.00 112.00 1.00 178.23 1.14 0.06 P2947 59.71 10.00 112.00 1.00 132.46 0.54 0.01 P2949 412.71 8.00 120.00 1.00 43.12 0.28 0.03 P2951 98.85 8.00 120.00 1.00 45.08 0.29 0.01 P2953 419.27 8.00 120.00 1.00 37.29 0.24 0.02 P2955 411.06 8.00 120.00 1.00 26.56 0.17 0.01 P2957 57.75 8.00 120.00 1.00 32.00 0.20 0.00 P2959 129.79 8.00 120.00 1.00 12.28 0.08 0.00 P2961 64.23 8.00 112.00 1.00 12.63 0.08 0.00 P2963 61.95 10.00 112.00 1.00 78.72 0.32 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P2965 861.60 8.00 112.00 1.00 12.66 0.08 0.01 P2967 462.43 10.00 130.00 1.00 28.11 0.11 0.00 P2969 902.38 10.00 130.00 1.00 39.87 0.16 0.01 P2971 39.72 8.00 130.00 1.00 19.45 0.12 0.00 P2973 55.24 8.00 114.00 1.00 14.70 0.09 0.00 P2975 559.12 10.00 116.00 1.00 37.31 0.15 0.01 P2977 287.26 8.00 114.00 1.00 2.39 0.02 0.00 P2979 330.63 8.00 112.00 1.00 14.46 0.09 0.00 P2981 211.74 8.00 112.00 1.00 24.10 0.15 0.01 P2983 186.21 8.00 112.00 1.00 26.03 0.17 0.01 P2985 924.31 8.00 120.00 1.00 39.22 0.25 0.05 P2987 484.62 8.00 120.00 1.00 32.20 0.21 0.02 P2989 152.04 8.00 120.00 1.00 44.82 0.29 0.01 P2991 248.54 8.00 127.00 1.00 25.12 0.16 0.01 P2993 32.88 10.00 127.00 1.00 120.53 0.49 0.00 P2995 586.73 8.00 127.00 1.00 48.91 0.31 0.04 P2997 317.19 8.00 100.00 1.00 240.20 1.53 0.67 P2999 413.25 10.00 100.00 1.00 382.66 1.56 0.70 P3001 616.55 6.00 97.00 1.00 28.08 0.32 0.11 P3003 29.46 6.00 97.00 1.00 12.90 0.15 0.00 P3005 60.65 6.00 97.00 1.00 22.50 0.26 0.01 P3007 380.36 10.00 117.00 1.00 111.76 0.46 0.05 P3009 78.10 10.00 117.00 1.00 112.74 0.46 0.01 P3011 194.03 10.00 130.00 1.00 110.93 0.45 0.02 P3013 760.73 14.00 95.00 0.00 0.00 0.00 0.00 P3015 409.82 8.00 120.00 1.00 7.07 0.05 0.00 P3017 184.78 8.00 127.00 1.00 28.48 0.18 0.00 P3019 465.96 12.00 127.00 1.00 211.18 0.60 0.07 P3023 14.72 24.00 120.00 1.00 2641.00 1.87 0.01 P3027 40.87 21.00 120.00 1.00 1266.00 1.17 0.01 P3031 2112.47 20.00 120.00 1.00 3637.95 3.72 5.50 P3037 1408.04 12.00 120.00 1.00 760.30 2.16 2.49 P3047 307.57 8.00 100.00 1.00 97.15 0.62 0.12 P3049 640.08 10.00 113.00 1.00 101.41 0.41 0.07 P3051 386.90 10.00 120.00 1.00 10.47 0.04 0.00 P3053 1435.33 10.00 114.00 1.00 494.40 2.02 3.06 P3055 360.18 14.00 112.00 1.00 1071.15 2.23 0.64 P3057 321.64 8.00 112.00 1.00 130.12 0.83 0.18 P3059 1093.35 12.00 112.00 1.00 110.27 0.31 0.06 P3061 434.64 10.00 112.00 1.00 193.18 0.79 0.17 P3063 144.24 12.00 100.00 1.00 244.44 0.69 0.04 P3065 192.92 8.00 95.00 1.00 98.95 0.63 0.09 P3067 1345.38 8.00 127.00 1.00 109.70 0.70 0.43 P3069 1090.10 8.00 112.00 1.00 33.15 0.21 0.05 P3071 1213.02 8.00 113.00 1.00 251.81 1.61 2.23 P3073 190.62 8.00 110.00 1.00 54.47 0.35 0.02 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P3075 672.50 8.00 130.00 1.00 5.37 0.03 0.00 P3077 260.42 8.00 115.00 1.00 15.21 0.10 0.00 P3079 205.53 12.00 127.00 1.00 102.81 0.29 0.01 P3081 598.33 8.00 113.00 1.00 59.48 0.38 0.08 P3083 667.90 10.00 108.00 1.00 30.01 0.12 0.01 P3085 830.99 6.00 90.00 1.00 18.03 0.20 0.07 P3087 84.49 10.00 112.00 1.00 292.41 1.19 0.07 P3105 367.31 16.00 125.00 1.00 190.82 0.30 0.01 P3113 123.40 10.00 115.00 1.00 70.22 0.29 0.01 P3115 899.59 16.00 130.00 1.00 394.72 0.63 0.10 P3117 500.11 12.00 113.00 1.00 223.16 0.63 0.10 P3145 405.43 10.00 130.00 1.00 5.10 0.02 0.00 P3147 1095.75 10.00 120.00 1.00 0.00 0.00 0.00 P3149 425.13 10.00 120.00 1.00 0.00 0.00 0.00 P3151 4391.38 10.00 120.00 1.00 0.00 0.00 0.00 P3153 2162.15 12.00 130.00 1.00 117.47 0.33 0.10 P3155 271.05 10.00 120.00 1.00 21.70 0.09 0.00 V-418-GROSSE-6R 1.00 6.00 150.00 1.00 1.51 0.02 0.00 V-418-GROSSE-6R 1.00 6.00 150.00 1.00 1.51 0.02 0.00 P2689 152.71 6.00 112.00 0.00 0.00 0.00 0.00 P2715 7.02 6.00 115.00 0.00 0.00 0.00 0.00 P2717 5.84 6.00 115.00 0.00 0.00 0.00 0.00 P2719 6.30 8.00 115.00 0.00 0.00 0.00 0.00 P2721 9.06 8.00 115.00 0.00 0.00 0.00 0.00 P2723 11.20 10.00 115.00 0.00 0.00 0.00 0.00 P2725 11.42 10.00 115.00 0.00 0.00 0.00 0.00 P2747 984.61 42.00 130.00 0.00 0.00 0.00 0.00 P2755 1325.27 21.00 130.00 0.00 0.00 0.00 0.00 P2757 63.46 42.00 130.00 0.00 0.00 0.00 0.00 P2761 37.54 21.00 120.00 0.00 0.00 0.00 0.00 P2785 415.02 4.00 116.00 0.00 0.00 0.00 0.00 P2805 35.39 16.00 127.00 0.00 0.00 0.00 0.00 P2859 180.91 178.53 176.37 0.00 0.00 0.00 0.00 P3025 21.73 42.00 120.00 0.00 0.00 0.00 0.00 P3033 9.70 20.00 112.00 0.00 0.00 0.00 0.00 P3035 14.01 12.00 127.00 0.00 0.00 0.00 0.00 P3089 847.90 12.00 120.00 0.00 0.00 0.00 0.00 P3091 315.12 12.00 120.00 0.00 0.00 0.00 0.00 P3093 351.55 24.00 120.00 0.00 0.00 0.00 0.00 P3095 397.08 8.00 120.00 0.00 0.00 0.00 0.00 P3097 177.13 8.00 120.00 0.00 0.00 0.00 0.00 P3099 538.92 8.00 120.00 0.00 0.00 0.00 0.00 P3101 1577.53 8.00 120.00 0.00 0.00 0.00 0.00 P3103 166.26 24.00 120.00 0.00 0.00 0.00 0.00 P3107 1410.20 12.00 120.00 0.00 0.00 0.00 0.00 P3109 1762.53 10.00 120.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS P3111 1082.26 10.00 120.00 0.00 0.00 0.00 0.00 P3119 927.35 12.00 120.00 0.00 0.00 0.00 0.00 P3121 207.82 12.00 120.00 0.00 0.00 0.00 0.00 P3123 529.31 12.00 120.00 0.00 0.00 0.00 0.00 P3125 530.79 12.00 120.00 0.00 0.00 0.00 0.00 P3127 591.18 12.00 120.00 0.00 0.00 0.00 0.00 P3129 700.00 12.00 120.00 0.00 0.00 0.00 0.00 P3131 1071.71 12.00 120.00 0.00 0.00 0.00 0.00 P3133 383.49 12.00 120.00 0.00 0.00 0.00 0.00 P3135 288.60 12.00 120.00 0.00 0.00 0.00 0.00 P3137 774.20 12.00 120.00 0.00 0.00 0.00 0.00 P3139 1330.81 12.00 120.00 0.00 0.00 0.00 0.00 P3141 600.00 12.00 120.00 0.00 0.00 0.00 0.00 P3143 858.35 12.00 120.00 0.00 0.00 0.00 0.00 PU-330-446-ELLE 1.00 99.00 150.00 0.00 0.00 0.00 0.00 PU-330-446-ELLE 1.00 99.00 150.00 0.00 0.00 0.00 0.00 PU-330-446-ELLE 1.00 99.00 150.00 0.00 0.00 0.00 0.00 PU-330-446-ELLE 1.00 99.00 150.00 0.00 0.00 0.00 0.00 PU-330-446-ELLE 1.00 99.00 150.00 0.00 0.00 0.00 0.00 PU-330-446-ELLE 1.00 99.00 150.00 0.00 0.00 0.00 0.00 PU-446-850-CALA 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU-446-850-CALA 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU-446-850-CALA 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU-446-850-CALA 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU4481 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU4482 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU4501 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PU4502 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V-SDCWA-NO1-FC 1.00 27.00 150.00 0.00 0.00 0.00 0.00 V-SDCWA-NO1-FC 1.00 27.00 150.00 0.00 0.00 0.00 0.00 V-TAP3-128PSI1 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V-TAP3-128PSI2 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V-TAP3-80PSI1 1.00 12.00 150.00 1.00 3464.95 9.83 0.02 V-TAP3-80PSI2 1.00 12.00 150.00 1.00 3464.95 9.83 0.02 V255BUTTERFLY-1.00 8.00 150.00 1.00 1038.51 6.63 0.02 V255BUTTERFLY-1.00 8.00 150.00 1.00 1038.51 6.63 0.02 V330-255-ELMS-1 1.00 10.00 150.00 1.00 753.61 3.08 0.00 V330-255-ELMS-1 1.00 10.00 150.00 1.00 753.61 3.08 0.00 V375-255-CANNO 1.00 4.00 150.00 1.00 0.00 0.00 0.00 V375-255-CANNO 1.00 4.00 150.00 1.00 0.00 0.00 0.00 V375-255-ETANK 1.00 8.00 150.00 1.00 730.18 4.66 0.01 V375-255-ETANK 1.00 8.00 150.00 1.00 730.18 4.66 0.01 V375-255-PALOM 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V375-255-PALOM 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V375-318-LASON 1.00 4.00 150.00 1.00 1145.89 29.26 0.53 V375-318-LASON 1.00 4.00 150.00 1.00 1145.89 29.26 0.53 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V375-318-POINST 1.00 4.00 150.00 1.00 0.00 0.00 0.00 V375-318-POINST 1.00 4.00 150.00 1.00 0.00 0.00 0.00 V375-318-POINST 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V375-318-POINST 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V375-318ALICAN 1.00 4.00 150.00 1.00 509.01 13.00 0.12 V375-318ALICAN 1.00 4.00 150.00 1.00 509.01 13.00 0.12 V430-375-FARAD 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V430-375-FARAD 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V430-375-JACKSP 1.00 4.00 150.00 1.00 0.00 0.00 0.00 V430-375-JACKSP 1.00 4.00 150.00 1.00 0.00 0.00 0.00 V430-375-JACKSP 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V430-375-JACKSP 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V446-255-KELLY-1.00 4.00 150.00 1.00 813.97 20.78 0.28 V446-255-KELLY-1.00 4.00 150.00 1.00 813.97 20.78 0.28 V446-255-SIERRA 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V446-255-SIERRA 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V446-339-TAMAR 1.00 2.00 150.00 1.00 172.23 17.59 0.46 V446-339-TAMAR 1.00 2.00 150.00 1.00 172.23 17.59 0.46 V490-255-MAYCO 1.00 6.00 150.00 1.00 1425.29 16.17 0.11 V490-255-MAYCO 1.00 6.00 150.00 1.00 1425.27 16.17 0.11 V490-255-MAYCO 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V490-255-MAYCO 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V490-285-TANGL 1.00 4.00 150.00 1.00 333.03 8.50 0.05 V490-285-TANGL 1.00 4.00 150.00 1.00 333.03 8.50 0.05 V490-325-FOXTLL 1.00 4.00 150.00 1.00 78.41 2.00 0.00 V490-325-FOXTLL 1.00 4.00 150.00 1.00 78.41 2.00 0.00 V490-330-ELLERY 1.00 14.00 150.00 1.00 3236.68 6.75 0.01 V490-330-ELLERY 1.00 14.00 150.00 1.00 3437.81 7.16 0.01 V490-446-CHEST 1.00 4.00 150.00 1.00 2346.88 59.92 1.99 V490-446-CHEST 1.00 4.00 150.00 1.00 2345.72 59.89 1.99 V490-446-LRIVIER 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V490-446-LRIVIER 1.00 6.00 150.00 1.00 2.08 0.02 0.00 V510-318-LOWEL 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V510-318-LOWEL 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V550-318-AYRES-1.00 6.00 150.00 1.00 1819.68 20.65 0.17 V550-318-AYRES-1.00 6.00 150.00 1.00 1819.68 20.65 0.17 V550-375-COLLEG 1.00 12.00 150.00 1.00 1337.13 3.79 0.00 V550-375-COLLEG 1.00 12.00 150.00 1.00 1337.13 3.79 0.00 V550-375-D3-12F 1.00 12.00 150.00 1.00 2400.00 6.81 0.01 V550-375-D3-12F 1.00 12.00 150.00 1.00 2400.00 6.81 0.01 V550-375-PALRO 1.00 10.00 150.00 1.00 0.00 0.00 0.00 V550-375-PALRO 1.00 10.00 150.00 1.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V550-430-HAILEY 1.00 6.00 150.00 1.00 170.89 1.94 0.00 V550-430-HAILEY 1.00 6.00 150.00 1.00 170.89 1.94 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V550-430-HAILEY 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V550-430-HAILEY 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V580-446-TAP-12 1.00 12.00 150.00 1.00 550.98 1.56 0.00 V580-446-TAP-12 1.00 12.00 150.00 1.00 550.98 1.56 0.00 V580-490ELMTAP 1.00 8.00 150.00 1.00 2193.93 14.00 0.06 V580-490ELMTAP 1.00 8.00 150.00 1.00 2193.93 14.00 0.06 V5841 1.00 12.00 150.00 1.00 0.00 0.00 0.00 V5842 1.00 12.00 150.00 1.00 0.00 0.00 0.00 V5921 1.00 12.00 150.00 1.00 2641.00 7.49 0.01 V5922 1.00 12.00 150.00 1.00 2641.00 7.49 0.01 V680-510-UPPER 1.00 6.00 150.00 1.00 408.49 4.64 0.01 V680-510-UPPER 1.00 6.00 150.00 1.00 408.49 4.64 0.01 V680-580S-LAGO 1.00 2.00 150.00 1.00 63.52 6.49 0.07 V680-580S-LAGO 1.00 2.00 150.00 1.00 63.52 6.49 0.07 V700-550-MELRO 1.00 6.00 150.00 1.00 274.95 3.12 0.01 V700-550-MELRO 1.00 6.00 150.00 1.00 274.95 3.12 0.01 V700-550-POINTD 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V700-550-POINTD 1.00 8.00 150.00 1.00 0.00 0.00 0.00 V700-550-RPANC 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V700-550-RPANC 1.00 6.00 150.00 1.00 0.00 0.00 0.00 V700-550POINTD 1.00 12.00 150.00 1.00 8033.93 22.79 0.09 V700-550POINTD 1.00 12.00 150.00 1.00 8033.93 22.79 0.09 V700-680-ALGA1 1.00 8.00 150.00 1.00 976.75 6.23 0.01 V700-680-ALGA1 1.00 8.00 150.00 1.00 976.75 6.23 0.01 P13 977.87 12.00 125.00 1.00 37.56 0.11 0.01 P17 349.39 12.00 125.00 1.00 0.00 0.00 0.00 P19 1011.65 12.00 125.00 1.00 0.00 0.00 0.00 P21 300.13 12.00 120.00 1.00 767.07 2.18 0.54 P23 547.22 10.00 114.00 1.00 471.97 1.93 1.07 P25 397.86 8.00 125.00 1.00 0.00 0.00 0.00 P31 644.86 12.00 125.00 1.00 0.00 0.00 0.00 V-TAP3-165PSI1 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V-TAP3-165PSI2 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V318-255-ENCINA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V318-255-ENCINA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V318-255-ENCINA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V318-255-ENCINA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V318-255-HILTON 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V318-255-HILTON 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V318-255-HILTON 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V318-255-HILTON 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V330-255-BUENA 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V330-255-BUENA 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V330-255-BUENA 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V330-255-BUENA 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V330-255-PINE-8 1.00 8.00 150.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V330-255-PINE-8 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V330-255-PIPE-3 1.00 3.00 150.00 0.00 0.00 0.00 0.00 V330-255-PIPE-3 1.00 3.00 150.00 0.00 0.00 0.00 0.00 V375-255-CANNO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-255-CANNO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-255-PALOM 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-255-PALOM 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-255PALOM 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-255PALOM 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-255PALOM 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-255PALOM 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318-BLKRL-1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318-DOVE-T 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318-DOVE-T 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318-LASON 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318-LASON 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318-POINST 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318-POINST 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V375-318ALICAN 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V375-318ALICAN 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V375-318ALICAN 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318ALICAN 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318ALICAN 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V375-318ALICAN 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V430-375-JACKSP 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V430-375-JACKSP 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-255-KELLY-1.00 4.00 150.00 0.00 0.00 0.00 0.00 V446-255-KELLY-1.00 4.00 150.00 0.00 0.00 0.00 0.00 V446-255KELLY-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-255KELLY-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-255KELLY-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-255KELLY-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-330-CVIEW 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-330-CVIEW 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V446-330-DONNA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V446-330-DONNA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V446-349-TAMAR 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V446-349-TAMAR 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-255-MAYCO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V490-255-MAYCO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V490-255-MAYCO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-255-MAYCO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-285TANGLE 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V490-285TANGLE 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V490-285TANGLE 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V490-285TANGLE 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V490-325-FOXTLL 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V490-325-FOXTLL 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V490-430-SALK-1 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V490-430-SALK-1 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V490-430-SALK-4 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V490-430-SALK-4 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V490-446-CHEST 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-446-CHEST 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-446-RISING 1.00 2.00 150.00 0.00 0.00 0.00 0.00 V490-446-RISING 1.00 2.00 150.00 0.00 0.00 0.00 0.00 V490-446RISINGG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-446RISINGG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-446RISINGG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-446RISINGG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-446RISINGL 1.00 2.00 150.00 0.00 0.00 0.00 0.00 V490-446RISINGL 1.00 2.00 150.00 0.00 0.00 0.00 0.00 V490-RANCHOCA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V490-RANCHOCA 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V510-318-BOLER 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V510-318-BOLER 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V510-318-BOLER 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V510-318-BOLER 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V510-318-LACOST 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V510-318-LACOST 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-4 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-4 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-4 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-4 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V510-375-LAPIS-6 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-318-AYRES-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V550-318-AYRES-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V550-318-AYRES-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V550-318-AYRES-1.00 12.00 150.00 0.00 0.00 0.00 0.00 V550-375-COLLEG 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V550-375-COLLEG 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V550-375-COLLEG 1.00 6.00 150.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V550-375-COLLEG 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375-COLLEG 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375-COLLEG 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375-D3-12S 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375-D3-12S 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375-PALRO 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V550-375-PALRO 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V550-375PALROA 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375PALROA 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375PALROA 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-375PALROA 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V550-430-COLLEG 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V550-490-FARAD 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V550-490-FARAD 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V580-446-TAP-12 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V580-446-TAP-12 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V580-446OLYMP 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V580-446OLYMP 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V580-446OLYMP 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V580-446OLYMP 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V5821 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V5822 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V5861 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V5862 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V5901 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V5902 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V6041 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V6042 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V6061 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V6062 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V680-510-ALGA2 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V680-510-UPPER 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V680-510-UPPER 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 4.00 150.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V680-510-ZODIAC 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 4.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-510-ZODIAC 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-510UNICOR 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-510UNICOR 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-580S-CALIB 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-580S-CALIB 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-580S-LAGO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-580S-LAGO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-580S-LAGO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V680-580S-LAGO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-375-ELF-PO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-MELRO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-550-MELRO 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-550-MELRO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-MELRO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-MELRO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-MELRO 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-POINTD 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-550-POINTD 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-550-POINTD 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-550-POINTD 1.00 6.00 150.00 0.00 0.00 0.00 0.00 V700-550-POINTD 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-POINTD 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-550-RANCH 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V700-550-RANCH 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V700-550-RPANC 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V700-550-RPANC 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V700-550-RPANC 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V700-550-RPANC 1.00 10.00 150.00 0.00 0.00 0.00 0.00 V700-550POINTD 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-550POINTD 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-550POINTD 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-550POINTD 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-550POINTD 1.00 12.00 150.00 0.00 0.00 0.00 0.00 PIPE ID LENGTH DIAMETER ROUGHNESS STATUS_1 MAX_FLOW MAX_VELOC MAX_HDLOSS V700-550POINTD 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-680-ALGA1 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-680-ALGA1 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-680-ALGA1 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-680-ALGA1 1.00 12.00 150.00 0.00 0.00 0.00 0.00 V700-680-ALGA1 1.00 8.00 150.00 0.00 0.00 0.00 0.00 V700-680-ALGA1 1.00 8.00 150.00 0.00 0.00 0.00 0.00 NODE ID DEMAND ELEVATION HEAD PRESSURE 1010 6.90 715.00 1007.58 126.52 1012 6.25 1015.00 1210.98 84.75 1020 4.82 1110.00 1425.23 136.32 1022 1.67 1115.00 1425.16 134.13 1032 0.92 745.00 1007.63 113.57 1036 3.60 820.00 1008.25 81.41 1046 28.87 738.00 1015.65 120.06 1048 7.50 760.00 1007.64 107.09 1058 1.31 1240.00 1423.70 79.44 1062 11.23 1255.00 1423.65 72.93 1064 13.95 675.00 779.32 45.11 1070 16.27 645.00 778.51 57.73 1090 1.85 1305.00 1570.46 114.79 1096 5.47 1155.00 1424.93 116.73 1108 0.08 1280.00 1570.41 125.58 1114 1.50 1280.00 1570.41 125.58 1122 7.10 810.00 1008.03 85.63 1130 2.73 930.00 1209.86 121.02 1134 1.10 830.00 1008.18 77.05 1140 5.80 545.00 778.44 100.95 1144 3.02 930.00 1209.86 121.02 1152 5.84 800.00 1007.96 89.93 1158 1.77 1280.00 1570.41 125.58 1164 3.50 1230.00 1424.43 84.08 1170 5.15 1165.00 1425.04 112.45 1180 1.95 1180.00 1425.53 106.18 1204 6.83 1425.00 1561.21 58.90 1206 5.43 1020.00 1210.69 82.46 1218 4.13 1110.00 1425.26 136.33 1220 1.73 1105.00 1213.29 46.83 1224 5.10 1090.00 1213.22 53.29 1228 6.47 1340.00 1570.69 99.76 1234 4.72 1470.00 1561.21 39.44 1238 7.00 1295.00 1570.46 119.12 1248 4.88 830.00 1008.18 77.05 1254 0.00 830.00 1008.19 77.06 1256 3.33 750.00 1007.60 111.40 1260 8.01 850.00 1007.97 68.31 1276 3.70 1220.00 1426.16 89.15 1284 2.50 810.00 1007.96 85.60 1286 7.04 582.00 778.41 84.93 1296 2.73 1220.00 1425.21 88.74 1300 5.10 555.00 778.30 96.56 1304 4.74 575.00 778.30 87.92 1306 3.73 545.00 778.29 100.88 1314 3.60 1410.00 1571.86 69.99 NODE ID DEMAND ELEVATION HEAD PRESSURE 1316 3.65 1365.00 1571.87 89.46 1332 6.70 875.00 1007.95 57.49 1334 2.32 1220.00 1425.45 88.84 1360 6.60 1130.00 1425.29 127.69 1364 4.40 905.00 1007.92 44.51 1366 3.08 1420.00 1566.79 63.48 1376 1.27 735.00 1007.59 117.88 1392 4.97 1545.00 1784.52 103.58 1396 4.64 1050.00 1210.36 69.35 1410 2.50 910.00 1209.25 129.41 1418 4.78 1065.00 1210.37 62.86 1420 2.67 995.00 1209.89 92.92 1422 6.77 730.00 1007.59 120.04 1424 5.95 960.00 1209.69 107.98 1428 5.35 880.00 1007.81 55.27 1432 4.13 935.00 1209.55 118.73 1450 0.95 1215.00 1425.99 91.24 1452 1.52 580.00 778.31 85.76 1460 6.01 580.00 778.30 85.75 1462 1.00 1230.00 1426.64 85.03 1464 1.50 1195.00 1425.68 99.75 1468 3.83 850.00 1007.72 68.20 1470 0.29 840.00 1007.72 72.53 1472 2.63 700.00 1007.59 133.01 1476 7.35 680.00 1007.61 141.67 1486 7.85 710.00 1007.59 128.69 1490 4.08 705.00 1007.58 130.85 1492 1.05 590.00 778.34 81.44 1498 0.00 732.00 1030.62 129.13 1502 2.13 930.00 1209.44 120.84 1508 5.65 1000.00 1209.51 90.60 1518 4.28 740.00 1007.59 115.72 1526 0.45 980.00 1209.87 99.40 1528 1.22 980.00 1209.87 99.40 1530 0.67 1425.00 1568.48 62.05 1534 0.17 995.00 1209.89 92.92 1536 1.90 1230.00 1426.96 85.17 1538 6.50 1280.00 1570.23 125.50 1548 4.72 985.00 1209.83 97.22 1550 0.00 692.00 751.16 25.58 1552 3.40 1370.00 1573.86 88.16 1570 3.20 910.00 1007.94 42.35 1576 0.00 689.00 1027.56 146.40 1590 3.80 1225.00 1426.07 86.95 1606 0.95 1120.00 1425.28 132.01 1612 0.00 1215.00 1422.34 89.66 NODE ID DEMAND ELEVATION HEAD PRESSURE 1614 0.00 1380.00 1402.07 9.55 1618 4.22 850.00 1007.72 68.20 1626 0.00 1380.00 1402.15 9.58 1628 0.00 1380.00 1402.19 9.59 1636 3.85 755.00 1007.59 109.23 1642 7.83 790.00 1007.62 94.11 1648 3.95 1005.00 1209.72 88.53 1652 4.29 608.00 778.33 73.66 1666 9.35 800.00 1007.74 89.83 1670 4.08 535.00 778.28 105.20 1672 3.00 800.00 1007.67 89.80 1676 0.00 721.00 1030.52 133.84 1678 0.00 689.00 1027.81 146.51 1680 7.48 625.00 778.35 66.31 1682 8.90 820.00 1007.72 81.18 1694 4.77 1245.00 1569.28 140.23 1706 1.88 905.00 1007.81 44.46 1718 4.53 935.00 1209.26 118.60 1720 12.70 1425.00 1569.11 62.32 1726 6.25 1480.00 1784.47 131.66 1732 3.72 1110.00 1425.28 136.34 1734 2.92 1310.00 1569.29 112.13 1736 1.67 1345.00 1569.29 96.99 1738 2.32 625.00 778.33 66.30 1750 6.02 1330.00 1570.69 104.08 1756 0.95 1060.00 1209.72 64.74 1758 4.80 1175.00 1425.50 108.33 1764 3.25 1190.00 1425.65 101.90 1766 0.90 1180.00 1425.48 106.15 1768 3.52 745.00 1007.58 113.55 1770 3.97 760.00 1007.59 107.06 1772 0.00 692.00 898.70 89.38 1788 0.57 735.00 1007.58 117.87 1804 3.77 1160.00 1425.45 114.79 1816 8.40 740.00 1007.58 115.71 1820 2.50 1325.00 1569.25 105.62 1822 2.22 1365.00 1569.25 88.32 1824 5.55 1295.00 1569.35 118.64 1826 5.85 555.00 778.28 96.55 1828 3.77 1215.00 1425.80 91.16 1842 6.52 580.00 778.28 85.74 1846 5.85 1420.00 1569.07 64.46 1848 2.40 1425.00 1569.03 62.28 1858 5.95 715.00 1007.58 126.52 1872 2.73 695.00 1007.58 135.17 1878 4.00 705.00 1007.59 130.85 NODE ID DEMAND ELEVATION HEAD PRESSURE 1882 4.01 1085.00 1425.30 147.16 1906 5.78 880.00 1007.73 55.24 1914 8.48 1300.00 1569.16 116.39 1916 0.65 1290.00 1569.16 120.72 1930 2.06 610.00 778.28 72.77 1934 1.25 1120.00 1425.29 132.02 1936 2.77 1250.00 1569.19 138.03 1938 8.00 1135.00 1425.30 125.54 1948 2.62 1190.00 1425.48 101.83 1952 1.20 1395.00 1569.10 75.29 1954 1.25 1425.00 1569.11 62.32 1956 2.24 1185.00 1425.46 103.98 1974 15.33 1420.00 1569.18 64.51 1986 2.88 960.00 1209.25 107.78 1992 3.20 1240.00 1425.46 80.20 1994 2.25 1465.00 1784.47 138.15 2002 7.16 990.00 1209.20 94.79 2008 6.38 1005.00 1209.24 88.32 2014 2.05 1335.00 1569.21 101.28 2028 5.78 905.00 1209.05 131.48 2046 7.50 620.00 778.30 68.45 2056 1.73 800.00 1007.63 89.79 2070 6.63 1270.00 1569.17 129.37 2072 2.50 1275.00 1569.17 127.21 2086 2.88 1455.00 1569.07 49.33 2094 1.88 1150.00 1425.33 119.06 2096 0.00 940.00 1209.12 116.37 2098 1.13 940.00 1209.12 116.38 2108 4.13 1030.00 1209.49 77.62 2110 2.20 1160.00 1425.37 114.76 2118 6.32 865.00 1007.68 61.70 2124 4.97 1069.37 1209.32 60.52 2126 3.17 535.00 778.27 105.20 2140 6.11 535.00 778.27 105.20 2144 2.20 780.00 1007.62 98.43 2152 6.53 570.00 778.28 90.07 2170 4.82 829.91 1007.62 76.85 2174 4.98 1510.00 1784.49 118.70 2182 8.65 1555.00 1784.50 99.24 2190 3.63 815.00 1007.63 83.30 2192 7.40 1345.00 1569.19 96.95 2206 2.42 690.00 1007.63 137.35 2216 6.02 725.00 1007.58 122.20 2218 3.80 705.00 1007.60 130.85 2222 0.80 1430.00 1569.12 60.16 2232 1.63 960.00 1209.16 107.75 NODE ID DEMAND ELEVATION HEAD PRESSURE 2242 3.55 1175.00 1425.42 108.29 2246 4.53 975.00 1209.15 101.25 2250 3.42 1445.00 1569.12 53.67 2256 3.47 805.00 1007.62 87.62 2260 2.25 800.00 1007.62 89.78 2262 5.07 650.00 778.30 55.48 2276 7.02 890.00 1007.62 50.86 2278 4.45 660.00 778.28 51.15 2280 0.47 1640.00 1784.53 62.50 2284 8.40 1610.00 1784.53 75.47 2296 3.47 1415.00 1569.16 66.66 2300 2.99 1070.63 1209.27 59.95 2302 2.77 1230.00 1425.61 84.59 2304 6.80 785.00 1007.61 96.26 2310 4.13 940.00 1209.09 116.36 2324 1.90 1230.00 1425.53 84.55 2326 3.70 955.00 1209.06 109.86 2330 0.00 692.00 898.70 89.38 2332 8.27 865.00 1007.64 61.68 2352 8.99 620.00 778.28 68.44 2354 1.75 910.00 1209.09 129.34 2356 6.05 920.00 1209.09 125.01 2364 0.00 485.00 681.81 85.11 2366 0.28 1100.00 1211.03 48.01 2368 2.53 1090.00 1211.02 52.33 2374 0.00 1100.00 1211.03 48.01 2376 0.90 1100.00 1211.06 48.02 2378 0.25 1090.00 1211.06 52.35 2382 7.28 935.00 1211.71 119.66 2384 0.00 935.00 1211.69 119.65 2386 7.72 1010.00 1211.94 87.32 2390 3.47 895.00 998.82 44.89 2394 2.75 895.00 1211.66 136.94 2396 1.22 860.00 998.40 59.85 2398 3.92 855.00 998.34 61.98 2400 0.00 860.00 998.40 59.85 2402 1.97 805.00 997.59 83.28 2404 5.53 830.00 997.93 72.62 2406 0.00 805.00 997.59 83.28 2408 3.07 740.00 997.55 111.37 2410 0.35 755.00 997.50 104.86 2412 1.95 745.00 997.57 109.22 2414 7.70 665.00 776.72 48.31 2416 5.32 665.00 780.25 49.84 2438 4.29 485.00 686.19 87.00 2440 0.00 485.00 785.52 129.96 NODE ID DEMAND ELEVATION HEAD PRESSURE 2442 0.00 485.00 685.79 86.83 2446 2.41 855.00 1001.21 63.23 2450 0.00 475.00 779.80 131.80 2452 36.33 475.00 779.81 131.81 2454 8.88 475.00 779.79 131.80 2456 4.92 765.00 1004.16 103.42 2458 8.93 765.00 1004.18 103.43 2460 8.01 795.00 1004.11 90.42 2462 6.27 850.00 1005.00 67.03 2464 4.24 880.00 1005.00 54.05 2466 1.83 820.00 1005.01 80.00 2468 5.91 980.00 1211.33 100.03 2470 3.65 1015.00 1211.31 84.89 2472 2.13 965.00 1211.34 106.52 2474 1.85 1195.00 1410.55 93.21 2484 1.95 1145.00 1412.78 115.80 2486 1.20 1090.00 1212.92 53.15 2488 0.00 1090.00 1212.92 53.15 2490 3.05 1085.00 1212.89 55.30 2492 1.97 1100.00 1212.95 48.84 2494 0.00 1095.00 1212.95 51.01 2496 1.25 745.00 1004.93 112.40 2498 1.50 730.00 1004.93 118.89 2500 9.57 620.00 778.27 68.44 2502 1.50 750.00 1005.01 110.28 2504 2.27 720.00 1005.02 123.25 2506 0.00 585.00 779.96 84.31 2508 1.85 585.00 779.96 84.31 2510 0.87 585.00 779.96 84.31 2512 1.35 670.00 1006.45 145.49 2514 4.53 680.00 1006.28 141.10 2516 0.47 670.00 1006.46 145.50 2518 2.63 690.00 1006.50 136.86 2520 5.10 685.00 1006.47 139.02 2522 2.75 715.00 1006.52 126.06 2524 0.00 715.00 1006.53 126.07 2526 0.63 1240.00 1428.17 81.37 2528 4.82 1250.00 1433.08 79.17 2530 0.00 1235.00 1427.95 83.44 2532 4.05 1200.00 1424.33 97.01 2534 1.60 1175.00 1424.33 107.82 2536 0.57 1240.00 1424.33 79.71 2538 0.30 955.00 1211.39 110.87 2540 0.17 960.00 1211.24 108.65 2544 0.28 970.00 1211.41 104.40 2548 1.04 820.00 1007.13 80.92 NODE ID DEMAND ELEVATION HEAD PRESSURE 2550 2.63 875.00 1007.66 57.37 2552 3.05 845.00 1007.37 70.21 2554 5.72 875.00 1007.66 57.37 2556 5.16 1070.00 1212.46 61.60 2560 2.42 1045.00 1212.70 72.52 2562 1.50 1030.00 1212.69 79.00 2564 1.17 1060.00 1212.71 66.04 2566 2.13 700.00 1007.59 133.01 2568 2.30 680.00 1007.58 141.66 2570 2.60 1155.00 1425.50 116.97 2574 2.93 940.00 1209.12 116.37 2576 4.25 910.00 1209.09 129.34 2578 1.05 915.00 1209.09 127.17 2580 0.80 925.00 1209.09 122.85 2582 0.00 910.00 1209.09 129.34 2590 3.90 890.00 1007.59 50.85 2592 0.63 910.00 1007.59 42.20 2594 1.02 890.00 1007.60 50.85 2596 0.00 985.00 1208.92 96.83 2598 1.30 985.00 1208.92 96.83 2600 3.80 985.00 1208.92 96.83 2602 2.37 1235.00 1551.49 136.86 2604 6.07 1260.00 1553.58 126.95 2608 0.00 724.00 1030.61 132.59 2642 4.22 735.00 1004.15 116.39 2644 0.00 735.00 1004.16 116.39 2652 7.20 715.00 1007.60 126.53 2658 5.50 1235.00 1412.00 76.54 2662 7.03 1220.00 1412.94 83.44 2668 3.08 1285.00 1411.52 54.71 2672 4.05 1280.00 1411.60 56.91 2674 1.95 1285.00 1411.97 54.91 2680 6.45 1280.00 1412.65 57.36 2688 4.36 1285.00 1413.38 55.52 2690 2.20 1325.00 1716.04 169.10 2692 0.00 1380.00 1716.22 145.39 2694 4.05 1395.00 1711.03 136.66 2696 2.38 1280.00 1415.13 58.44 2698 1.73 1260.00 1425.78 71.69 2700 5.35 1245.00 1423.78 77.31 2702 2.88 1280.00 1419.06 60.14 2704 3.50 1265.00 1418.77 66.50 2706 1.25 820.00 1007.62 81.13 2708 11.27 1325.00 1648.99 140.10 2714 6.66 1310.00 1647.20 145.81 2716 5.15 1290.00 1647.24 154.48 NODE ID DEMAND ELEVATION HEAD PRESSURE 2718 2.20 1290.00 1647.19 154.46 2720 0.00 770.00 1008.12 102.97 2722 0.00 1000.00 1001.49 0.65 2724 0.00 770.00 1027.24 111.24 2728 6.36 910.00 1010.06 43.27 2730 1.42 910.00 1010.09 43.28 2740 9.73 890.00 997.21 46.36 2756 5.75 470.00 689.69 95.00 2780 1.19 715.00 777.92 27.21 2782 0.00 490.00 780.45 125.60 2784 1.27 470.00 780.40 134.23 2786 1.90 720.00 1003.93 122.78 2788 1.50 705.00 1003.93 129.27 2792 4.17 730.00 1003.97 118.47 2794 2.80 735.00 1004.00 116.33 2796 2.51 710.00 1004.00 127.14 2798 2.95 720.00 1004.29 122.94 2800 2.32 705.00 1004.28 129.42 2812 2.75 920.00 1211.15 125.90 2814 4.70 900.00 1211.15 134.55 2816 4.16 1280.00 1647.14 158.76 2818 8.00 1355.00 1647.07 126.30 2820 5.54 885.00 1004.31 51.59 2822 0.57 900.00 1004.31 45.11 2824 0.67 1150.00 1426.77 119.68 2832 4.80 1335.00 1647.18 135.00 2838 1.95 1305.00 1647.86 148.26 2848 3.15 1320.00 1647.04 141.43 2852 9.78 1325.00 1648.98 140.10 2854 3.88 1280.00 1648.79 159.48 2858 5.13 1280.00 1648.79 159.48 2860 8.04 495.00 779.14 122.87 2862 216.17 480.00 778.92 129.26 2868 2.57 1280.00 1515.22 101.72 2870 2.83 1285.00 1515.22 99.55 2876 1.30 1275.00 1523.39 107.41 2878 2.20 1265.00 1523.39 111.74 2886 2.65 1300.00 1547.76 107.14 2892 5.20 1535.00 1784.50 107.89 2894 6.97 1585.00 1784.61 86.32 2896 0.00 1560.00 1784.66 97.15 2898 0.00 730.00 743.50 5.84 2942 10.75 975.00 1210.53 101.85 2948 0.00 1010.00 1210.43 86.67 2952 6.32 980.00 1210.47 99.66 2956 4.15 945.00 1210.88 114.98 NODE ID DEMAND ELEVATION HEAD PRESSURE 2964 3.09 920.00 1211.73 126.15 2970 15.95 1007.25 1210.43 87.86 2974 0.52 1010.00 1210.43 86.67 2978 7.07 1025.00 1210.42 80.18 2980 0.47 765.00 996.85 100.26 2982 2.83 775.00 996.85 95.94 2984 0.77 755.00 997.05 104.67 2986 11.91 770.00 997.05 98.18 2996 1.27 700.00 997.13 128.49 3004 0.00 485.00 681.79 85.10 3008 0.75 1040.00 1210.42 73.70 3020 2.30 800.00 996.84 85.12 3026 8.38 955.00 1211.09 110.74 3028 5.62 885.00 996.80 48.35 3034 2.30 900.00 1211.65 134.77 3056 0.68 930.00 1211.54 121.75 3062 0.98 665.00 997.29 143.69 3064 1.35 660.00 997.29 145.85 3066 8.81 695.00 997.25 130.70 3070 8.31 720.00 997.11 119.83 3080 10.80 700.00 997.13 128.49 3082 0.70 730.00 997.13 115.52 3088 3.76 695.00 1007.64 135.20 3094 2.47 765.00 996.88 100.27 3110 8.71 850.00 996.81 63.48 3144 2.71 665.00 997.28 143.69 3154 6.07 790.00 996.85 89.45 3156 1.27 840.00 1007.61 72.48 3158 1.44 780.00 996.88 93.79 3162 0.00 485.00 681.79 85.10 3176 3.13 1050.00 1210.41 69.37 3194 0.07 710.00 997.13 124.16 3230 2.97 580.00 776.84 85.12 3238 8.36 857.50 996.82 60.25 3254 6.80 615.00 776.83 69.98 3258 0.75 620.00 776.83 67.82 3270 1.83 600.00 776.86 76.48 3274 3.88 970.00 1209.04 103.37 3280 3.07 620.00 776.83 67.82 3284 1.53 635.00 776.83 61.33 3288 1.32 710.00 997.13 124.16 3290 0.28 730.00 997.13 115.52 3292 2.94 720.00 997.15 119.85 3298 8.78 880.00 996.80 50.51 3300 4.95 1455.00 1784.47 142.47 3304 0.85 660.00 997.29 145.85 NODE ID DEMAND ELEVATION HEAD PRESSURE 3308 10.14 600.00 776.86 76.48 3310 10.35 805.00 996.84 82.96 3312 4.95 645.00 776.82 57.00 3314 5.68 970.00 1210.88 104.17 3328 3.55 755.00 1007.61 109.24 3336 3.83 785.00 996.90 91.63 3342 0.00 710.00 997.27 124.23 3348 7.50 1345.00 1569.16 96.94 3350 1.37 965.00 1211.01 106.38 3352 19.00 955.00 1211.09 110.74 3358 0.00 625.00 997.29 160.99 3360 2.17 625.00 997.29 160.99 3362 0.00 625.00 997.29 160.99 3370 4.34 655.00 997.28 148.01 3376 2.20 735.00 997.14 113.36 3392 2.90 850.00 996.83 63.49 3404 8.70 635.00 997.30 156.67 3418 2.71 855.00 996.83 61.33 3420 0.43 1075.00 1391.36 136.80 3428 7.90 1065.00 1392.85 141.77 3430 0.00 1075.00 1391.36 136.80 3432 7.05 1500.00 1784.46 123.01 3436 0.38 1090.00 1391.36 130.32 3440 2.44 515.00 776.90 113.26 3452 5.44 825.00 996.85 74.31 3458 3.44 545.00 776.89 100.28 3480 0.35 480.00 681.14 86.98 3486 3.09 750.00 997.08 106.85 3496 6.63 990.00 1210.91 95.53 3498 7.91 755.00 997.08 104.68 3500 2.29 965.00 1210.99 106.37 3512 7.78 660.00 997.30 145.86 3516 0.93 670.00 997.29 141.53 3528 0.57 710.00 997.29 124.24 3532 3.18 545.00 776.90 100.28 3538 2.16 480.00 776.90 128.39 3550 3.52 1040.00 1210.86 73.88 3552 0.00 480.00 681.85 87.29 3554 1.50 481.00 681.91 86.88 3556 6.67 670.00 997.29 141.53 3558 5.48 545.00 776.86 100.26 3566 9.68 985.00 1210.90 97.69 3576 3.97 775.00 997.05 96.02 3578 0.00 480.00 681.25 87.03 3584 0.03 780.00 997.05 93.86 3588 3.46 600.00 776.87 76.49 NODE ID DEMAND ELEVATION HEAD PRESSURE 3594 0.95 690.00 997.30 132.88 3604 3.29 612.00 776.87 71.29 3612 3.77 840.00 996.82 67.81 3616 0.38 785.00 997.01 91.68 3622 0.77 795.00 996.94 87.33 3634 8.39 560.00 776.90 93.79 3646 2.65 970.00 1210.94 104.19 3650 1.11 475.00 776.90 130.55 3668 1.22 910.00 1211.29 130.29 3670 1.92 895.00 1211.29 136.77 3678 10.13 585.00 776.90 82.98 3686 4.41 720.00 997.30 119.92 3696 6.40 655.00 776.82 52.68 3702 2.80 980.00 1210.93 99.86 3704 6.92 1030.00 1210.83 78.20 3710 2.22 910.00 996.81 37.54 3716 2.41 950.00 1211.06 112.89 3718 1.57 890.00 996.81 46.19 3720 5.20 820.00 996.91 76.50 3726 0.00 825.00 996.91 74.34 3734 4.67 650.00 776.84 54.85 3738 4.32 1330.00 1569.16 103.42 3748 6.20 795.00 997.02 87.36 3750 2.65 835.00 996.87 70.00 3766 2.99 725.00 997.35 117.77 3772 4.80 680.00 776.79 41.86 3774 3.22 640.00 776.82 59.16 3782 2.58 550.00 776.94 98.13 3784 8.10 545.00 776.87 100.27 3786 5.17 1040.00 1210.79 73.86 3788 18.23 1060.00 1210.49 65.08 3798 2.63 480.00 776.91 128.39 3804 2.85 990.00 1210.90 95.53 3828 0.57 960.00 1210.99 108.54 3830 6.52 965.00 1210.98 106.37 3844 4.78 635.00 776.79 61.32 3856 4.17 565.00 776.92 91.64 3858 7.09 925.00 1211.11 123.72 3868 2.75 840.00 996.88 67.84 3874 1.04 805.00 997.02 83.04 3878 0.85 815.00 997.02 78.71 3880 3.12 555.00 776.85 95.94 3884 9.92 740.00 997.25 111.25 3896 3.27 755.00 997.32 104.79 3900 1.92 1050.00 1210.79 69.53 3908 8.90 615.00 777.73 70.37 NODE ID DEMAND ELEVATION HEAD PRESSURE 3910 10.69 615.00 777.18 70.13 3912 8.69 600.00 776.88 76.49 3920 6.85 965.00 1210.95 106.36 3922 4.96 490.00 776.89 124.06 3924 4.50 995.00 1209.11 92.59 3934 9.88 1050.00 1210.57 69.44 3942 4.86 745.00 997.42 109.15 3948 6.34 755.00 997.50 104.86 3956 11.53 715.00 997.39 122.11 3958 5.18 1010.00 1210.88 86.87 3962 2.15 730.00 997.42 115.64 4002 15.69 475.00 776.93 130.56 4008 6.28 555.00 776.83 95.93 4010 2.16 665.00 776.82 48.36 4012 7.01 785.00 997.21 91.76 4026 7.55 800.00 997.27 85.31 4030 3.25 695.00 776.79 35.37 4032 3.60 680.00 776.74 41.83 4042 2.65 655.00 777.13 52.81 4050 5.66 680.00 777.11 41.99 4056 9.25 1000.00 1209.06 90.41 4064 2.88 1040.00 1210.82 73.87 4068 10.41 705.00 997.36 126.43 4074 4.25 1110.00 1395.73 123.56 4076 6.06 570.00 776.86 89.45 4080 2.41 865.00 1007.62 61.67 4088 5.20 735.00 997.57 113.55 4096 1.20 910.00 1211.11 130.21 4104 9.80 1050.00 1210.78 69.53 4118 1.23 945.00 1211.00 115.03 4120 8.65 1015.00 1210.88 84.71 4132 2.05 685.00 776.81 39.70 4142 4.25 825.00 997.04 74.39 4146 4.72 505.00 776.88 117.57 4158 9.88 835.00 997.05 70.08 4168 0.13 690.00 997.93 133.16 4170 3.20 695.00 997.93 131.00 4184 4.38 960.00 1210.95 108.52 4186 5.60 690.00 997.93 133.16 4188 2.40 860.00 1007.61 63.83 4200 3.55 500.00 776.93 119.75 4202 1.50 535.00 776.93 104.62 4204 1.40 1055.00 1210.82 67.38 4212 9.32 595.00 776.85 78.64 4214 7.29 565.00 776.86 91.61 4226 1.50 1115.00 1395.34 121.23 NODE ID DEMAND ELEVATION HEAD PRESSURE 4228 7.28 770.00 997.34 98.31 4232 0.77 1130.00 1395.75 114.92 4238 3.10 785.00 997.40 91.85 4244 4.60 940.00 1211.05 117.21 4250 54.03 865.00 996.96 57.06 4252 3.98 940.00 1211.07 117.22 4254 0.00 910.00 996.96 37.61 4258 8.16 635.00 777.96 61.82 4266 5.19 640.00 778.18 59.76 4284 4.56 715.00 997.45 122.14 4286 5.38 765.00 997.40 100.50 4292 3.33 1083.00 1210.70 55.22 4298 6.97 730.00 997.63 115.73 4306 5.44 925.00 1211.05 123.70 4312 6.18 540.00 776.86 102.43 4320 3.17 955.00 1210.96 110.69 4322 7.53 895.00 996.96 44.09 4336 6.50 1010.00 1210.89 86.87 4344 4.17 870.00 997.00 54.92 4348 3.49 490.00 776.91 124.07 4356 2.97 1345.00 1569.12 96.92 4362 2.44 721.00 997.94 119.76 4370 6.10 995.00 1210.92 93.37 4372 3.72 745.00 997.57 109.22 4386 4.75 985.00 1210.92 97.69 4388 8.43 770.00 997.57 98.41 4404 3.70 945.00 1211.04 115.04 4418 9.93 800.00 997.33 85.33 4432 7.10 665.00 779.04 49.31 4436 11.35 1135.00 1396.57 113.11 4444 3.97 1050.00 1209.25 68.86 4450 1.85 600.00 776.88 76.49 4458 17.84 620.00 776.86 67.83 4462 4.90 900.00 996.97 41.93 4466 6.47 915.00 996.99 35.46 4468 6.97 730.00 997.91 115.86 4472 2.89 780.00 997.56 94.08 4474 2.80 745.00 997.58 109.23 4482 5.42 525.00 776.92 108.94 4500 5.72 755.00 997.64 104.93 4502 2.42 1065.00 1210.83 63.06 4504 3.35 1050.00 1210.83 69.55 4506 4.22 790.00 1007.61 94.10 4512 5.39 960.00 1211.04 108.56 4516 4.20 885.00 996.99 48.43 4520 4.05 965.00 1211.04 106.40 NODE ID DEMAND ELEVATION HEAD PRESSURE 4524 8.52 885.00 997.06 48.46 4540 1.85 1065.00 1210.78 63.04 4552 3.35 1200.00 1395.32 84.46 4554 2.53 1170.00 1395.33 97.44 4560 6.97 1100.00 1210.74 47.89 4570 8.65 700.00 997.85 128.80 4576 0.52 475.00 776.96 130.58 4590 1.75 1120.00 1397.29 119.91 4592 2.75 1100.00 1397.30 128.56 4594 3.33 1075.00 1210.78 58.72 4606 3.68 615.00 776.85 69.99 4612 5.47 645.00 777.71 57.39 4618 4.78 790.00 997.49 89.72 4622 8.43 535.00 776.93 104.62 4642 4.60 1035.00 1210.89 76.06 4644 1.20 535.00 776.94 104.62 4648 4.80 1045.00 1210.88 71.73 4662 4.78 915.00 1211.05 128.02 4668 2.20 785.00 997.59 91.93 4694 4.97 990.00 1210.93 95.54 4704 0.70 745.00 997.64 109.25 4708 7.50 855.00 997.17 61.48 4714 7.45 720.00 997.94 120.19 4720 5.15 730.00 997.99 115.89 4730 4.59 970.00 1211.05 104.24 4734 3.48 1120.00 1397.29 119.91 4738 10.42 790.00 997.58 89.76 4748 4.37 500.00 776.97 119.77 4752 8.57 850.00 997.31 63.70 4758 2.47 1075.00 1210.85 58.75 4778 0.82 1100.00 1210.78 47.90 4786 1.25 550.00 776.95 98.14 4798 1.35 555.00 776.95 95.98 4804 8.84 565.00 776.97 91.66 4808 3.85 885.00 997.13 48.49 4816 4.26 1250.00 1425.70 75.98 4822 3.77 1170.00 1397.28 98.28 4834 11.02 950.00 1211.05 112.89 4836 3.32 1095.00 1210.76 50.06 4842 1.50 650.00 778.27 55.47 4846 2.63 815.00 997.59 78.96 4848 1.52 805.00 997.59 83.28 4850 6.52 1150.00 1397.29 106.94 4852 1.22 1095.00 1397.59 130.85 4854 2.60 1150.00 1397.40 106.99 4858 3.60 1165.00 1397.29 100.45 NODE ID DEMAND ELEVATION HEAD PRESSURE 4866 6.90 1110.00 1397.58 124.36 4872 1.95 805.00 997.70 83.33 4882 3.27 485.00 776.96 126.26 4890 6.63 925.00 1211.09 123.71 4896 2.86 720.00 998.15 120.28 4906 4.72 860.00 997.31 59.38 4918 1.22 1060.00 1210.87 65.24 4926 3.17 1045.00 1210.89 71.74 4934 3.60 805.00 997.70 83.33 4940 1.38 1175.00 1397.58 96.25 4966 5.50 1040.00 1210.89 73.90 4970 5.22 785.00 997.81 92.02 4982 1.95 1265.00 1425.70 69.49 4984 0.00 720.00 781.14 26.44 4986 15.71 540.00 776.99 102.48 4992 3.10 1070.00 1210.85 60.91 4994 7.98 535.00 776.99 104.65 5006 5.68 1155.00 1397.40 104.82 5010 2.85 1240.00 1425.55 80.24 5012 4.44 610.00 776.85 72.15 5024 11.52 605.00 776.85 74.31 5028 0.35 710.00 782.14 31.19 5032 2.35 710.00 998.33 124.69 5034 4.67 730.00 998.16 115.96 5036 3.54 755.00 998.14 105.14 5048 2.57 515.00 776.98 113.29 5060 5.40 1135.00 1397.58 113.55 5062 5.43 930.00 1211.10 121.56 5066 4.47 925.00 1211.11 123.72 5076 4.38 775.00 998.46 96.63 5078 2.65 1105.00 1397.90 126.66 5080 11.07 920.00 1211.13 125.89 5094 3.40 950.00 1211.12 112.92 5108 14.30 810.00 998.06 81.32 5116 13.10 855.00 997.48 61.61 5128 3.45 1090.00 1210.81 52.24 5154 7.25 510.00 776.97 115.45 5156 5.37 965.00 1211.07 106.41 5158 4.45 710.00 781.78 31.04 5166 5.35 965.00 1211.07 106.41 5168 2.85 965.00 1211.09 106.42 5180 3.83 1095.00 1210.79 50.07 5184 6.45 1030.00 1210.90 78.23 5188 2.42 1100.00 1210.81 47.92 5200 7.90 890.00 1211.30 138.94 5220 5.11 835.00 997.68 70.35 NODE ID DEMAND ELEVATION HEAD PRESSURE 5226 8.44 795.00 998.46 87.98 5242 2.17 1085.00 1210.81 54.41 5244 3.01 720.00 998.33 120.36 5248 2.55 1170.00 1398.07 98.62 5252 4.67 855.00 997.59 61.66 5262 3.50 735.00 1007.60 117.88 5270 5.02 760.00 998.24 103.02 5276 5.00 750.00 998.21 107.33 5296 1.95 1080.00 1210.81 56.57 5298 1.08 965.00 1211.10 106.42 5300 3.70 1200.00 1397.30 85.32 5314 3.80 945.00 1211.10 115.07 5316 2.20 765.00 998.20 100.85 5336 2.55 1040.00 1210.90 73.90 5338 2.65 1070.00 1210.86 60.91 5340 6.78 890.00 997.53 46.50 5354 1.15 840.00 1007.61 72.48 5356 3.55 780.00 998.48 94.48 5364 10.23 780.00 998.64 94.55 5366 0.00 475.00 776.97 130.58 5368 0.00 485.00 776.96 126.26 5378 0.00 475.00 776.97 130.58 5396 5.43 540.00 778.26 103.03 5402 5.41 805.00 998.60 83.72 5408 2.55 1070.00 1210.86 60.91 5414 0.50 1040.00 1210.90 73.90 5418 3.80 1060.00 1210.89 65.25 5428 5.01 1035.00 1210.95 76.09 5434 4.83 490.00 776.96 124.09 5436 2.03 850.00 998.34 64.15 5446 2.23 495.00 776.87 121.89 5456 3.80 1160.00 1397.96 102.90 5462 11.20 815.00 998.49 79.35 5532 5.65 1030.00 1210.98 78.26 5538 4.13 615.00 777.22 70.15 5546 3.25 1205.00 1397.31 83.16 5560 3.02 790.00 998.64 90.22 5562 0.60 1215.00 1397.31 78.84 5570 3.80 905.00 1211.42 132.51 5580 1.18 685.00 1001.12 136.70 5582 3.35 1092.57 1398.31 132.21 5586 0.45 710.00 780.25 30.38 5588 4.61 690.00 1001.12 134.54 5594 2.22 1120.00 1398.35 120.37 5600 4.58 700.00 1001.10 130.21 5606 8.78 890.00 997.56 46.51 NODE ID DEMAND ELEVATION HEAD PRESSURE 5610 9.53 935.00 1211.13 119.41 5616 4.13 760.00 999.06 103.38 5618 4.30 970.00 1211.10 104.26 5638 1.32 965.00 1211.11 106.43 5646 2.80 965.00 1211.10 106.42 5652 6.58 1165.00 1398.12 100.81 5656 5.53 1205.00 1397.94 83.43 5658 4.94 800.00 999.06 86.08 5670 2.83 780.00 998.81 94.62 5684 9.73 510.00 776.82 115.38 5690 5.70 1145.00 1398.08 109.44 5692 2.63 515.00 776.84 113.23 5700 8.22 910.00 1211.42 130.35 5702 5.40 695.00 1007.67 135.21 5718 6.75 890.00 997.62 46.54 5736 7.89 850.00 998.44 64.19 5744 3.88 860.00 998.40 59.85 5752 3.26 525.00 776.83 108.90 5756 4.40 860.00 998.50 59.89 5758 4.78 590.00 777.15 80.93 5774 5.71 605.00 777.24 74.48 5776 9.34 685.00 1001.13 136.70 5780 1.97 640.00 777.24 59.35 5786 1.55 960.00 1211.13 108.60 5790 5.65 1120.00 1398.41 120.39 5792 2.67 1150.00 1398.32 107.38 5794 6.88 1015.00 1211.04 84.77 5804 5.74 835.00 998.62 70.75 5806 12.10 1010.00 1211.06 86.95 5814 5.63 840.00 998.75 68.65 5818 7.91 955.00 1209.01 109.84 5828 14.63 605.00 777.15 74.44 5832 2.42 910.00 1211.45 130.36 5834 3.37 915.00 1211.50 128.22 5836 3.30 910.00 1211.45 130.36 5844 1.63 1235.00 1397.39 70.22 5846 0.00 485.00 776.99 126.26 5848 0.00 490.00 776.99 124.10 5854 1.00 865.00 998.50 57.73 5868 3.58 900.00 997.69 42.24 5880 2.80 790.00 998.93 90.35 5882 5.65 940.00 1211.41 117.37 5894 27.20 555.00 777.21 96.09 5896 2.75 815.00 999.07 79.60 5908 2.45 755.00 1007.61 109.24 5918 0.82 1170.00 1398.29 98.72 NODE ID DEMAND ELEVATION HEAD PRESSURE 5924 2.90 860.00 998.56 59.92 5934 10.97 1468.00 1784.47 136.85 5940 4.91 830.00 998.87 73.03 5946 3.21 555.00 776.83 95.93 5952 6.97 620.00 777.22 67.99 5958 3.72 620.00 777.22 67.99 5968 2.88 1110.00 1398.60 124.80 5974 6.13 775.00 999.16 96.94 5976 0.00 475.00 682.15 89.58 5978 3.13 410.00 682.15 117.69 5980 13.08 775.00 999.22 96.96 5988 2.65 615.00 777.22 70.15 5990 5.30 975.00 1211.17 102.13 6016 5.53 955.00 1211.34 110.85 6030 2.15 970.00 1211.34 104.36 6038 4.80 1095.00 1210.87 50.11 6044 7.24 555.00 776.83 95.93 6054 2.63 585.00 777.21 83.12 6068 3.22 715.00 778.86 27.62 6076 5.22 895.00 998.24 44.65 6078 5.65 955.00 1211.46 110.90 6084 9.89 870.00 998.77 55.68 6086 5.55 925.00 1211.50 123.89 6088 3.63 895.00 1211.55 136.89 6104 4.67 910.00 1211.55 130.40 6116 1.52 605.00 777.25 74.49 6124 1.75 690.00 778.86 38.43 6138 0.00 495.00 776.99 121.94 6140 6.14 555.00 777.29 96.12 6146 3.72 970.00 1211.32 104.36 6148 3.33 1165.00 1398.32 100.90 6166 4.60 1175.00 1398.38 96.60 6184 3.34 585.00 777.25 83.13 6190 0.00 485.00 776.99 126.27 6198 4.99 1085.00 1210.95 54.46 6212 9.67 1085.00 1210.97 54.47 6214 2.00 515.00 776.80 113.21 6226 3.52 950.00 1211.49 113.08 6234 8.31 770.00 998.32 98.74 6236 1.25 1190.00 1398.44 90.14 6238 0.85 1105.00 1398.67 126.99 6242 1.05 1175.00 1398.34 96.58 6244 4.57 805.00 999.04 83.91 6246 5.25 835.00 999.72 71.23 6254 5.08 815.00 999.28 79.69 6258 8.00 1110.00 1398.77 124.87 NODE ID DEMAND ELEVATION HEAD PRESSURE 6260 4.00 1030.00 1211.04 78.29 6262 4.84 865.00 999.71 58.25 6272 6.25 1040.00 1211.03 73.96 6276 1.73 1235.00 1398.30 70.62 6278 7.70 1220.00 1398.30 77.10 6290 2.53 570.00 777.37 89.67 6298 2.19 785.00 999.22 92.63 6300 7.73 830.00 999.98 73.50 6304 10.92 660.00 777.37 50.75 6316 2.96 825.00 999.98 75.67 6332 1.35 925.00 1211.65 123.95 6342 5.03 940.00 1211.61 117.45 6344 7.28 950.00 1211.45 113.06 6350 19.64 1005.00 1211.13 89.14 6352 6.27 970.00 1211.45 104.41 6364 5.68 1107.00 1210.94 44.95 6368 0.00 505.00 777.00 117.62 6382 7.70 1375.00 1569.16 83.96 6392 1.13 710.00 778.30 29.54 6398 44.01 505.00 777.00 117.62 6404 1.20 625.00 777.29 65.86 6408 11.25 715.00 1001.49 123.89 6434 1.50 1180.00 1398.38 94.44 6438 6.27 900.00 999.70 43.11 6450 4.11 825.00 999.98 75.67 6456 1.02 840.00 999.98 69.18 6460 5.30 1035.00 1211.07 76.14 6468 6.65 1440.00 1784.47 148.96 6476 0.29 1195.00 1398.47 87.99 6482 22.25 475.00 682.15 89.58 6484 5.92 570.00 777.37 89.67 6488 2.65 1015.00 1211.15 84.82 6490 5.20 810.00 999.86 82.10 6502 1.00 1190.00 1398.50 90.16 6504 3.10 1015.00 1211.22 84.85 6508 2.05 1205.00 1398.51 83.68 6514 4.38 605.00 777.35 74.53 6518 9.30 905.00 1211.65 132.60 6526 0.00 530.00 776.63 106.65 6536 1.74 950.00 1211.64 113.14 6540 0.72 955.00 1211.46 110.90 6544 10.99 680.00 777.45 42.14 6546 2.61 685.00 777.58 40.03 6548 3.88 905.00 1211.70 132.63 6552 4.77 905.00 1211.77 132.66 6562 2.08 1065.00 1211.03 63.15 NODE ID DEMAND ELEVATION HEAD PRESSURE 6572 0.00 540.00 776.63 102.33 6576 33.80 475.00 682.19 89.60 6578 5.10 1065.00 1211.03 63.15 6590 4.21 635.00 777.29 61.53 6596 2.11 795.00 999.87 88.59 6660 3.10 1035.00 1211.12 76.16 6668 4.65 810.00 999.87 82.11 6670 3.17 820.00 1000.06 77.86 6672 2.67 1225.00 1398.40 74.98 6674 6.25 1240.00 1398.40 68.50 6678 7.20 1220.00 1398.42 77.15 6690 1.77 605.00 777.36 74.53 6700 2.43 615.00 777.36 70.21 6702 10.65 1010.00 1211.42 87.10 6704 9.28 610.00 777.40 72.39 6708 5.75 585.00 777.38 83.19 6710 5.49 655.00 777.31 52.89 6716 5.73 1085.00 1210.99 54.48 6740 1.89 1195.00 1398.54 88.02 6770 4.30 1205.00 1398.53 83.69 6774 2.83 1245.00 1398.58 66.41 6776 1.73 755.00 1007.61 109.24 6802 6.36 590.00 777.38 81.03 6812 5.47 1165.00 1398.62 101.03 6818 4.15 590.00 777.39 81.03 6848 0.00 475.00 785.52 134.28 6862 7.22 995.00 1211.47 93.61 6864 7.38 780.00 1007.61 98.43 6878 0.00 485.00 785.52 129.96 6890 0.00 480.00 682.19 87.43 6914 0.00 485.00 682.24 85.29 6928 7.90 965.00 1211.53 106.61 6932 5.43 660.00 777.39 50.76 6940 4.95 1150.00 1398.69 107.54 6948 6.70 655.00 777.35 52.91 6966 2.41 650.00 777.35 55.07 6978 2.90 575.00 777.42 87.53 6980 1.65 1205.00 1398.55 83.70 6986 1.73 570.00 777.43 89.70 6994 2.50 1005.00 1211.52 89.31 7002 1.50 1150.00 1398.77 107.58 7010 3.91 635.00 777.35 61.56 7014 35.40 540.00 776.73 102.37 7018 8.43 1040.00 1211.19 74.03 7032 6.66 1135.00 1398.77 114.06 7046 26.05 515.00 777.08 113.33 NODE ID DEMAND ELEVATION HEAD PRESSURE 7058 13.13 865.00 1001.24 58.91 7064 5.65 935.00 1211.69 119.65 7072 2.75 1100.00 1211.03 48.01 7074 5.20 1065.00 1211.16 63.21 7090 6.05 950.00 1211.79 113.21 7098 5.61 685.00 777.60 40.04 7104 8.32 1150.00 1399.09 107.72 7108 50.00 900.00 1211.83 134.85 7134 2.80 1090.00 1211.06 52.35 7150 4.50 640.00 777.37 59.40 7152 11.15 965.00 1211.56 106.62 7156 5.76 560.00 777.45 94.03 7158 3.90 560.00 777.45 94.03 7168 4.90 810.00 999.89 82.11 7170 1.25 685.00 777.60 40.04 7176 1.05 1005.00 1211.53 89.31 7182 0.60 1015.00 1211.58 85.01 7184 2.39 645.00 777.38 57.24 7192 2.32 585.00 777.42 83.21 7196 5.90 650.00 777.39 55.09 7200 0.90 1010.00 1211.52 87.15 7216 3.60 1030.00 1211.57 78.51 7218 6.89 835.00 1000.57 71.60 7220 5.97 840.00 1000.76 69.52 7222 2.00 705.00 1001.71 128.31 7224 6.07 745.00 1001.42 110.89 7226 8.88 865.00 1001.43 59.00 7230 0.75 870.00 1001.57 56.90 7232 19.25 525.00 777.24 109.08 7238 3.35 535.00 777.34 104.79 7246 1.80 1105.00 1211.08 45.87 7270 4.60 1145.00 1400.58 110.52 7278 7.57 1065.00 1211.18 63.22 7290 7.95 1100.00 1211.19 48.08 7302 2.63 800.00 1000.93 86.89 7308 1.38 795.00 1000.93 89.05 7314 3.27 580.00 777.43 85.38 7332 8.22 1215.00 1398.62 79.40 7348 3.97 840.00 1007.60 72.48 7352 4.55 1020.00 1211.68 82.89 7358 1.95 580.00 777.43 85.38 7362 5.00 585.00 777.43 83.21 7376 2.55 540.00 777.52 102.71 7380 2.03 485.00 785.52 129.96 7382 3.01 1025.00 1209.10 79.61 7390 5.13 1000.00 1211.55 91.48 NODE ID DEMAND ELEVATION HEAD PRESSURE 7392 5.32 1245.00 1398.58 66.41 7398 0.57 1040.00 1211.57 74.19 7402 87.89 475.00 776.98 130.59 7404 53.07 480.00 776.99 128.43 7426 5.12 850.00 1000.73 65.18 7438 0.00 485.00 685.28 86.61 7448 0.03 485.00 685.28 86.61 7488 2.92 1065.00 1209.23 62.37 7490 4.36 780.00 1001.21 95.66 7498 6.71 790.00 1001.17 91.32 7518 3.25 775.00 1001.30 97.86 7522 8.78 995.00 1211.61 93.67 7534 3.47 950.00 1211.85 113.23 7538 2.57 745.00 1001.42 110.89 7554 4.05 555.00 777.45 96.20 7556 11.45 940.00 1211.83 117.55 7566 7.82 625.00 777.54 65.96 7570 1.15 575.00 777.45 87.55 7574 14.60 475.00 685.27 90.93 7578 6.81 545.00 777.59 100.58 7584 3.52 545.00 777.52 100.55 7598 0.55 1040.00 1209.12 73.13 7606 1.70 700.00 1002.03 130.61 7610 3.72 900.00 1003.65 44.82 7622 8.24 815.00 1000.93 80.40 7628 5.65 1015.00 1209.06 83.92 7634 4.10 960.00 1211.88 108.92 7646 12.05 1120.00 1404.29 122.94 7662 3.65 1085.00 1211.28 54.61 7664 0.69 805.00 1001.15 84.82 7668 15.28 705.00 777.48 31.34 7670 6.97 1065.00 1211.29 63.26 7698 3.70 565.00 777.51 91.90 7710 8.00 1215.00 1399.35 79.72 7712 3.15 1145.00 1401.78 111.04 7730 1.27 550.00 777.52 98.39 7732 8.82 780.00 1001.32 95.71 7736 7.96 725.00 1001.64 119.63 7744 8.98 790.00 1001.73 91.56 7750 3.77 860.00 1001.25 61.08 7752 7.40 605.00 777.51 74.60 7756 5.30 665.00 777.54 48.67 7764 3.52 870.00 1001.39 56.82 7766 1.38 685.00 777.54 40.02 7768 3.35 585.00 777.51 83.25 7774 8.30 1275.00 1398.62 53.46 NODE ID DEMAND ELEVATION HEAD PRESSURE 7794 3.50 970.00 1211.91 104.61 7802 1.14 850.00 1001.13 65.35 7816 9.50 1180.00 1400.68 95.43 7818 9.57 1020.00 1211.91 82.99 7820 6.97 805.00 1001.19 84.84 7828 1.75 895.00 1003.77 47.04 7848 5.03 1135.00 1404.53 116.55 7852 11.18 605.00 778.26 74.92 7854 5.05 900.00 1003.22 44.64 7856 3.52 910.00 1003.77 40.55 7866 9.25 1150.00 1403.20 109.49 7870 1.80 925.00 1212.22 124.20 7872 7.65 640.00 777.61 59.51 7876 59.79 645.00 777.60 57.34 7884 2.13 925.00 1212.27 124.23 7886 11.10 495.00 777.11 121.99 7896 4.27 635.00 777.65 61.69 7900 0.91 650.00 778.00 55.35 7912 2.16 570.00 777.57 89.76 7920 5.52 765.00 1001.42 102.24 7924 0.70 910.00 1212.27 130.71 7928 5.49 955.00 1211.90 111.09 7932 5.39 775.00 1001.42 97.91 7938 4.63 645.00 778.27 57.63 7942 7.18 595.00 777.58 78.95 7944 12.82 515.00 777.53 113.53 7954 3.60 545.00 777.62 100.59 7962 2.08 560.00 777.59 94.10 7966 5.47 1015.00 1212.03 85.20 7984 10.10 1025.00 1212.18 80.94 7986 6.26 620.00 777.61 68.16 7988 4.55 730.00 1002.96 118.04 8004 2.25 890.00 1001.83 48.36 8008 1.27 895.00 1002.84 46.64 8020 1.73 565.00 777.57 91.92 8022 8.48 1345.00 1569.11 96.91 8026 3.29 1275.00 1398.80 53.54 8028 6.52 1275.00 1398.89 53.58 8038 5.05 1235.00 1399.39 71.09 8046 3.17 855.00 1001.20 63.22 8052 9.60 1190.00 1400.75 91.13 8062 1.92 725.00 777.76 22.82 8072 4.00 1010.00 1211.94 87.32 8076 0.00 730.00 1004.13 118.54 8078 2.51 730.00 777.78 20.66 8084 5.20 990.00 1211.96 95.98 NODE ID DEMAND ELEVATION HEAD PRESSURE 8098 9.47 1070.00 1211.66 61.26 8104 4.00 1105.00 1211.67 46.13 8116 6.42 1115.00 1406.06 125.87 8118 5.17 1095.00 1211.43 50.35 8120 3.80 940.00 1208.96 116.31 8128 4.22 605.00 777.69 74.68 8130 3.75 505.00 777.75 117.94 8142 5.45 870.00 1001.18 56.73 8148 6.45 895.00 1007.60 48.69 8150 8.43 520.00 777.75 111.46 8156 5.43 945.00 1212.35 115.61 8160 6.60 620.00 795.04 75.70 8174 1.90 930.00 1212.35 122.10 8178 4.74 835.00 1001.21 71.88 8180 7.63 770.00 1004.16 101.26 8196 3.54 560.00 777.62 94.11 8198 5.93 1060.00 1211.69 65.60 8200 1.97 640.00 777.99 59.67 8206 2.57 850.00 1007.61 68.15 8212 2.57 860.00 1001.21 61.06 8228 9.07 1095.00 1211.90 50.55 8234 8.05 650.00 778.18 55.43 8236 2.10 1045.00 1212.18 72.29 8252 3.50 575.00 777.63 87.62 8258 14.37 585.00 777.71 83.33 8268 4.96 815.00 1001.30 80.56 8276 4.62 825.00 1001.27 76.23 8278 6.34 835.00 1001.34 71.93 8280 6.37 900.00 1001.45 43.87 8282 2.47 690.00 778.76 38.38 8284 4.38 630.00 778.27 64.12 8290 5.43 930.00 1001.44 30.89 8292 0.19 475.00 780.13 131.95 8296 6.00 730.00 1004.13 118.54 8304 6.66 533.62 777.65 105.53 8324 2.68 845.00 1001.21 67.55 8334 10.50 745.00 1001.81 111.05 8348 4.31 760.00 1001.79 104.56 8352 4.89 785.00 1001.78 93.74 8356 2.82 475.00 780.13 131.95 8360 4.76 825.00 1001.32 76.25 8364 7.72 1060.00 1211.83 65.66 8376 2.42 1070.00 1212.02 61.41 8382 2.75 1005.00 1212.05 89.54 8396 5.65 1130.00 1405.34 119.07 8398 18.95 555.00 778.15 96.50 NODE ID DEMAND ELEVATION HEAD PRESSURE 8404 5.25 625.00 777.98 66.15 8406 1.70 620.00 777.96 68.31 8410 1.42 1135.00 1405.34 116.90 8422 0.72 685.00 778.41 40.39 8438 3.20 690.00 1004.10 135.83 8448 3.08 935.00 1212.47 119.99 8458 6.70 930.00 1212.48 122.15 8462 2.08 805.00 1001.78 85.10 8468 4.86 945.00 1212.56 115.70 8478 6.13 960.00 1212.64 109.25 8482 0.45 595.00 777.96 79.12 8492 8.17 890.00 1001.33 48.14 8508 2.55 510.00 784.96 118.90 8514 4.56 510.00 782.26 117.73 8518 9.71 980.00 1212.37 100.49 8528 6.90 1020.00 1212.35 83.18 8538 2.22 870.00 1001.22 56.74 8540 0.00 495.00 781.35 123.83 8542 5.70 495.00 780.12 123.30 8546 7.07 610.00 777.97 72.63 8552 4.60 725.00 1004.13 120.70 8556 2.45 1005.00 1212.48 89.72 8566 6.09 720.00 1004.13 122.87 8582 9.84 540.00 777.76 102.82 8584 19.14 540.00 777.82 102.84 8592 3.35 755.00 1007.61 109.24 8598 0.10 475.00 779.85 131.83 8600 7.31 605.00 777.97 74.80 8634 4.85 1120.00 1406.56 123.92 8638 9.39 560.00 777.65 94.12 8642 1.02 655.00 778.28 53.31 8646 0.65 640.00 778.15 59.74 8650 10.13 815.00 1001.62 80.70 8654 0.00 495.00 781.35 123.83 8660 6.35 1030.00 1212.65 78.99 8666 4.30 755.00 1004.14 107.74 8670 6.67 925.00 1212.50 124.33 8674 4.85 875.00 1001.24 54.59 8684 4.25 1050.00 1212.78 70.39 8688 2.85 880.00 1001.26 52.44 8704 1.20 1025.00 1212.48 81.07 8716 3.90 885.00 1001.28 50.28 8720 2.47 1040.00 1212.48 74.58 8722 2.42 790.00 1001.77 91.58 8728 5.50 900.00 1001.28 43.80 8740 48.24 480.00 779.68 129.59 NODE ID DEMAND ELEVATION HEAD PRESSURE 8744 1.88 605.00 778.02 74.82 8746 7.37 585.00 778.01 83.47 8748 4.72 980.00 1212.69 100.62 8750 5.68 1295.00 1569.09 118.52 8762 7.78 1075.00 1212.19 59.32 8766 4.49 690.00 779.16 38.56 8768 7.98 650.00 779.15 55.85 8774 4.32 1125.00 1405.93 121.48 8778 2.38 555.00 778.44 96.62 8788 8.44 710.00 1004.10 127.18 8790 4.67 1130.00 1406.17 119.43 8796 7.18 815.00 1001.73 80.75 8816 6.13 1060.00 1213.37 66.32 8824 4.15 605.00 777.98 74.80 8832 2.58 630.00 778.05 64.02 8846 9.19 530.00 779.62 107.94 8852 47.00 650.00 778.09 55.39 8856 3.75 900.00 1001.28 43.80 8858 4.95 1305.00 1569.07 114.19 8860 6.81 790.00 1004.84 92.91 8866 9.65 915.00 1212.51 128.65 8876 6.59 875.00 1001.36 54.64 8878 4.08 915.00 1212.51 128.65 8880 4.05 895.00 1001.26 45.95 8882 4.00 760.00 1004.16 105.58 8886 1.32 1160.00 1406.16 106.45 8894 0.46 585.00 778.05 83.48 8904 6.07 1085.00 1212.38 55.08 8922 4.75 1000.00 1212.84 92.04 8928 11.00 1075.00 1213.79 60.02 8942 3.77 1010.00 1212.78 87.69 8946 2.05 1025.00 1212.70 81.17 8954 0.80 740.00 1004.16 114.23 8960 1.40 1230.00 1425.52 84.55 8968 1.70 950.00 1212.51 113.52 8976 0.82 945.00 1212.51 115.68 8978 3.45 1105.00 1212.71 46.58 9004 3.80 900.00 1001.36 43.83 9006 7.18 1155.00 1406.64 108.82 9010 3.52 1140.00 1406.18 115.10 9012 2.88 1115.00 1406.91 126.23 9014 3.20 1140.00 1406.81 115.38 9018 1.55 1270.00 1425.51 67.25 9024 0.13 550.00 778.56 98.84 9028 14.36 685.00 778.71 40.52 9030 0.00 755.00 1004.21 107.77 NODE ID DEMAND ELEVATION HEAD PRESSURE 9040 9.83 860.00 1001.56 61.22 9042 1.55 915.00 1001.26 37.30 9046 6.70 805.00 1005.95 86.90 9050 4.00 765.00 1007.61 104.91 9056 4.50 875.00 1001.70 54.79 9074 1.50 1155.00 1406.18 108.62 9082 0.45 1175.00 1406.22 99.99 9090 9.85 615.00 778.04 70.51 9092 1.00 1040.00 1214.88 75.63 9110 22.24 635.00 778.07 61.87 9114 2.63 1030.00 1212.77 79.04 9118 4.22 775.00 1004.17 99.10 9124 0.39 675.00 778.44 44.73 9128 10.81 555.00 778.85 96.80 9148 10.10 850.00 1001.77 65.63 9154 6.14 850.00 1001.78 65.64 9176 3.63 1020.00 1213.10 83.50 9180 7.50 1025.00 1213.10 81.34 9186 7.33 975.00 1212.63 102.76 9190 4.28 660.00 778.11 51.08 9224 1.67 880.00 1001.70 52.63 9226 7.98 920.00 1212.51 126.49 9228 0.85 925.00 1212.51 124.33 9234 9.69 1005.00 1212.74 89.83 9240 4.55 1000.00 1212.69 91.97 9252 5.60 950.00 1212.53 113.52 9256 2.85 625.00 778.06 66.19 9264 1.95 960.00 1212.54 109.20 9278 10.42 1045.00 1214.88 73.46 9298 0.92 1195.00 1406.31 91.38 9302 6.02 600.00 778.08 77.01 9316 9.35 1110.00 1213.68 44.83 9318 1.73 605.00 778.10 74.86 9326 1.45 1130.00 1406.89 119.73 9328 9.93 965.00 1212.53 107.04 9336 8.77 995.00 1212.62 94.11 9338 13.15 855.00 1001.81 63.49 9352 8.38 915.00 1212.51 128.65 9356 1.50 945.00 1212.53 115.69 9364 10.88 675.00 1004.02 142.28 9368 6.44 705.00 1003.98 129.29 9398 4.95 1000.00 1212.67 91.97 9400 1.45 885.00 1007.61 53.02 9404 6.39 670.00 778.14 46.76 9412 0.72 745.00 1004.18 112.08 9414 5.68 720.00 1004.13 122.87 NODE ID DEMAND ELEVATION HEAD PRESSURE 9416 5.94 810.00 1005.95 84.74 9424 15.57 810.00 1006.44 84.95 9428 10.83 650.00 778.08 55.39 9432 9.99 615.00 778.11 70.53 9434 3.49 1070.00 1216.51 63.36 9454 5.93 1135.00 1407.20 117.71 9464 1.35 960.00 1212.54 109.21 9476 3.80 685.00 778.32 40.35 9480 5.05 860.00 1005.93 63.10 9482 2.73 955.00 1212.53 111.37 9494 18.70 505.00 779.00 118.49 9496 5.62 835.00 1005.95 73.93 9500 7.50 695.00 1004.01 133.63 9502 8.85 525.00 778.62 109.68 9510 17.50 515.00 778.97 114.15 9516 1.92 1160.00 1406.74 106.70 9518 4.95 1205.00 1406.44 87.11 9520 6.80 890.00 1003.19 48.95 9548 2.15 680.00 778.25 42.49 9552 3.88 895.00 1001.93 46.24 9556 2.29 910.00 1001.93 39.75 9562 4.27 795.00 1004.82 90.74 9564 2.35 805.00 1004.82 86.41 9568 1.67 890.00 1007.60 50.85 9570 5.99 820.00 1004.82 79.92 9572 5.98 830.00 1005.97 76.09 9574 6.85 1110.00 1215.53 45.63 9578 4.05 1110.00 1218.98 47.13 9580 2.10 945.00 1212.53 115.69 9600 5.75 1170.00 1406.93 102.46 9620 9.78 605.00 778.20 74.90 9630 0.00 685.00 778.31 40.35 9646 1.17 875.00 1007.60 57.34 9650 6.55 895.00 1003.06 46.73 9652 4.65 900.00 1003.36 44.69 9654 2.15 900.00 1002.98 44.53 9658 0.45 610.00 778.16 72.72 9670 1.90 1005.00 1212.61 89.78 9680 7.05 1050.00 1213.18 70.56 9686 12.81 660.00 778.10 51.07 9690 0.75 1065.00 1213.43 64.19 9704 3.98 915.00 1002.97 38.04 9708 6.15 1025.00 1212.79 81.21 9716 3.42 995.00 1212.59 94.09 9724 3.29 980.00 1212.55 100.56 9742 3.40 1125.00 1407.56 122.19 NODE ID DEMAND ELEVATION HEAD PRESSURE 9760 1.73 1135.00 1407.53 117.85 9762 2.90 1125.00 1408.09 122.42 9788 5.32 860.00 1006.03 63.15 9800 2.85 1185.00 1407.40 96.17 9810 2.42 905.00 1007.60 44.37 9812 0.87 1105.00 1216.51 48.22 9816 6.87 930.00 1212.51 122.17 9818 1.85 570.00 778.57 90.19 9830 2.13 1150.00 1407.53 111.37 9840 2.70 535.00 778.58 105.33 9854 2.42 910.00 1003.35 40.37 9856 3.70 1075.00 1213.43 59.86 9858 2.20 1065.00 1213.44 64.19 9860 17.78 625.00 778.10 66.20 9862 3.35 1145.00 1407.53 113.53 9876 2.17 620.00 778.14 68.38 9884 7.47 975.00 1212.55 102.73 9886 7.94 1055.00 1213.01 68.33 9936 4.17 685.00 778.10 40.26 9938 4.88 1020.00 1212.62 83.29 9942 4.70 1100.00 1216.51 50.38 9946 70.75 495.00 779.36 122.97 9952 2.50 1135.00 1408.09 118.09 9958 3.83 1175.00 1407.54 100.56 9960 2.80 935.00 1212.16 119.85 9962 2.60 915.00 1212.15 128.50 9964 0.00 780.00 1004.37 97.02 9966 0.00 780.00 1004.37 97.02 9970 9.60 815.00 1004.62 82.00 9976 2.52 960.00 1212.51 109.20 9982 3.45 900.00 1003.95 44.95 10002 7.39 770.00 1004.02 101.20 10008 4.65 1100.00 1213.50 49.08 10012 7.25 670.00 778.10 46.75 10014 1.70 870.00 1006.14 58.87 10028 2.63 680.00 778.11 42.43 10032 4.45 885.00 1005.26 52.00 10034 12.52 880.00 1006.94 54.89 10038 3.40 1150.00 1408.09 111.60 10040 5.86 1125.00 1425.42 129.91 10044 1.80 910.00 1212.08 130.63 10048 21.35 975.00 1212.56 102.73 10054 6.72 990.00 1212.62 96.27 10064 0.00 780.00 1004.37 97.02 10074 8.80 725.00 1004.00 120.65 10078 0.77 1135.00 1425.43 125.59 NODE ID DEMAND ELEVATION HEAD PRESSURE 10080 7.73 1075.00 1213.53 59.90 10114 5.45 1010.00 1212.66 87.64 10120 1.73 1190.00 1407.59 94.09 10132 4.32 1115.00 1216.51 43.90 10136 1.80 1070.00 1213.20 61.92 10142 3.77 800.00 1004.48 88.42 10144 4.08 1105.00 1425.40 138.55 10146 3.52 1120.00 1425.42 132.07 10148 6.85 1055.00 1212.98 68.32 10154 11.02 970.00 1212.53 104.88 10156 5.03 1075.00 1213.20 59.76 10162 7.41 975.00 1212.52 102.71 10166 129.40 595.00 778.15 79.20 10172 0.70 604.00 778.18 75.32 10178 2.42 695.00 778.13 35.95 10182 2.08 580.00 778.29 85.75 10184 6.83 1165.00 1408.05 105.10 10202 19.39 630.00 778.14 64.06 10204 7.02 570.00 778.47 90.15 10216 3.13 640.00 778.14 59.74 10226 4.72 935.00 1212.16 119.85 10230 4.82 770.00 1004.58 101.44 10236 3.59 585.00 778.26 83.57 10238 43.51 960.00 1212.35 109.13 10242 1.71 1015.00 1212.67 85.48 10250 5.05 820.00 1004.50 79.78 10264 3.50 1165.00 1408.08 105.12 10274 3.68 1185.00 1408.03 96.44 10278 6.27 925.00 1212.05 124.13 10280 6.67 1110.00 1215.43 45.59 10294 5.65 930.00 1212.09 121.98 10298 2.17 1140.00 1425.42 123.43 10300 0.25 820.00 1007.96 81.28 10304 1.52 935.00 1212.09 119.82 10306 2.45 830.00 1007.96 76.96 10310 10.99 550.00 778.63 98.87 10312 5.97 535.00 778.83 105.44 10320 1.40 1120.00 1425.42 132.07 10322 14.25 500.00 779.35 120.80 10326 3.13 1055.00 1212.92 68.29 10336 7.85 1050.00 1212.84 70.42 10338 2.60 1065.00 1212.95 63.98 10350 1.05 785.00 1004.09 94.74 10354 8.35 1035.00 1212.75 76.87 10366 3.35 595.00 778.20 79.22 10368 2.00 595.00 778.21 79.23 NODE ID DEMAND ELEVATION HEAD PRESSURE 10374 2.17 840.00 1007.98 72.64 10382 3.68 705.00 778.14 31.63 10390 2.85 880.00 1010.44 56.41 10396 3.35 710.00 1004.00 127.14 10406 3.85 1080.00 1212.94 57.49 10408 2.92 715.00 1004.00 124.97 10410 12.36 525.00 778.98 109.83 10414 4.20 710.00 1003.93 127.11 10422 7.36 760.00 1003.94 105.49 10426 2.83 990.00 1212.53 96.23 10428 6.13 1145.00 1409.00 114.16 10434 3.72 1125.00 1409.07 122.84 10440 11.27 860.00 1008.01 64.01 10442 8.40 975.00 1212.41 102.66 10458 3.60 850.00 1008.00 68.33 10462 2.35 815.00 1004.60 81.99 10466 2.15 1140.00 1409.07 116.35 10468 4.76 715.00 1007.62 126.54 10470 7.10 1135.00 1409.54 118.72 10486 4.68 1210.00 1407.85 85.56 10490 1.02 705.00 778.14 31.63 10496 6.47 725.00 1004.00 120.65 10500 5.15 585.00 778.26 83.57 10502 3.18 575.00 778.26 87.89 10512 3.22 1220.00 1407.84 81.23 10514 0.80 1230.00 1407.84 76.90 10516 0.22 1220.00 1407.84 81.23 10522 2.45 1070.00 1212.98 61.83 10524 2.22 1220.00 1407.86 81.24 10526 12.55 875.00 1008.44 57.70 10528 2.85 945.00 1212.07 115.49 10536 4.08 1040.00 1212.75 74.70 10538 0.00 1185.00 1408.03 96.44 10540 0.00 1185.00 1408.03 96.45 10544 4.82 1200.00 1408.03 89.96 10550 0.55 1185.00 1408.03 96.45 10552 5.45 1200.00 1408.45 90.14 10554 4.89 895.00 1010.04 49.75 10558 7.31 1065.00 1212.78 63.90 10560 2.90 1120.00 1213.94 40.62 10562 3.50 1240.00 1407.83 72.58 10576 6.07 675.00 778.12 44.59 10578 2.88 715.00 778.14 27.30 10580 1.13 1070.00 1212.99 61.83 10582 6.22 1095.00 1213.25 51.13 10586 5.68 770.00 1004.10 101.23 NODE ID DEMAND ELEVATION HEAD PRESSURE 10588 2.91 740.00 1004.00 114.16 10594 5.64 795.00 1004.09 90.42 10598 10.00 710.00 778.14 29.46 10612 4.63 890.00 1010.45 52.09 10620 1.02 850.00 1006.77 67.79 10622 3.40 875.00 1008.36 57.67 10630 0.22 855.00 1006.77 65.63 10644 3.17 940.00 1212.05 117.64 10650 2.92 945.00 1212.07 115.49 10652 7.90 955.00 1212.10 111.18 10654 3.97 655.00 778.14 53.25 10662 4.40 860.00 1008.14 64.06 10664 6.88 1215.00 1425.50 91.03 10666 8.63 680.00 778.14 42.44 10676 7.30 625.00 778.15 66.23 10680 3.40 750.00 1004.00 109.84 10686 2.97 755.00 1004.00 107.67 10688 4.17 1105.00 1213.03 46.72 10690 2.88 810.00 1004.94 84.30 10694 11.92 1065.00 1212.77 63.90 10698 5.00 1210.00 1408.00 85.62 10704 4.62 605.00 778.18 74.89 10706 2.77 640.00 778.15 59.74 10708 3.85 1115.00 1213.59 42.64 10714 2.36 1120.00 1213.41 40.40 10716 4.65 825.00 1005.44 78.03 10718 2.10 840.00 1005.47 71.56 10722 20.41 530.00 778.99 107.67 10726 6.89 550.00 779.17 99.10 10732 7.65 1015.00 1212.58 85.44 10742 8.65 1015.00 1212.58 85.44 10766 0.50 590.00 778.21 81.39 10772 2.28 980.00 1212.44 100.51 10774 10.23 575.00 778.35 87.94 10784 4.38 1225.00 1407.93 79.11 10788 2.77 770.00 1004.12 101.24 10790 5.78 990.00 1212.54 96.23 10800 15.33 760.00 1004.00 105.51 10838 5.45 790.00 1004.47 92.74 10846 0.17 1105.00 1425.40 138.55 10848 6.58 975.00 1212.44 102.68 10862 1.22 790.00 1004.47 92.74 10868 3.35 1200.00 1408.90 90.33 10870 3.00 1125.00 1213.27 38.17 10872 6.01 1150.00 1425.44 119.11 10880 0.75 960.00 1212.28 109.10 NODE ID DEMAND ELEVATION HEAD PRESSURE 10902 5.01 735.00 1003.92 116.29 10904 1.83 555.00 778.26 96.54 10906 3.47 850.00 1006.02 67.47 10910 1.22 730.00 1003.94 118.46 10912 3.17 925.00 1211.55 123.91 10928 4.72 1015.00 1212.59 85.44 10942 3.98 675.00 778.12 44.59 10946 0.70 1185.00 1409.18 96.94 10950 10.73 1035.00 1212.76 76.87 10952 1.20 830.00 1005.23 75.78 10960 8.30 1190.00 1409.00 94.70 10964 5.05 1170.00 1409.79 103.69 10966 2.32 945.00 1211.32 115.17 10974 4.05 815.00 1004.94 82.14 10980 3.52 770.00 1004.01 101.19 10988 7.68 795.00 1003.98 90.37 10990 0.75 770.00 1003.96 101.17 10992 0.35 915.00 1211.40 128.17 10998 2.65 905.00 1211.35 132.47 11000 1.12 930.00 1211.39 121.68 11010 5.41 895.00 1007.09 48.47 11014 3.95 1135.00 1410.45 119.12 11020 3.50 1145.00 1410.79 114.94 11024 29.67 485.00 779.36 127.29 11026 6.18 1110.00 1212.98 44.53 11030 2.47 720.00 778.14 25.14 11036 2.73 480.00 779.38 129.46 11046 9.30 640.00 778.15 59.74 11066 4.06 1040.00 1212.71 74.68 11072 1.38 850.00 1005.74 67.35 11090 0.50 820.00 1005.01 80.00 11094 4.95 680.00 778.14 42.44 11102 1.08 730.00 1003.94 118.46 11106 1.08 945.00 1211.36 115.18 11114 3.58 1185.00 1410.19 97.38 11118 0.00 1235.00 1407.96 74.79 11126 2.10 830.00 1005.23 75.78 11128 2.38 1215.00 1425.50 91.03 11130 22.34 755.00 1003.92 107.64 11132 5.75 775.00 1003.96 99.01 11136 3.97 605.00 778.16 74.88 11140 2.97 725.00 1003.94 120.62 11144 5.60 600.00 778.30 77.10 11152 1.75 745.00 1003.92 111.96 11158 1.34 940.00 1211.36 117.35 11160 2.30 875.00 1006.32 56.79 NODE ID DEMAND ELEVATION HEAD PRESSURE 11166 1.15 840.00 1005.47 71.56 11178 6.15 1070.00 1212.78 61.74 11198 3.13 760.00 1003.91 105.47 11202 6.13 965.00 1211.32 106.52 11204 1.95 850.00 1005.74 67.35 11208 7.28 995.00 1211.26 93.52 11214 1.48 1110.00 1425.40 136.39 11216 4.31 790.00 1003.90 92.50 11218 2.90 910.00 1211.27 130.28 11220 3.40 1255.00 1407.96 66.14 11226 3.53 795.00 1003.96 90.36 11228 5.90 810.00 1003.90 83.85 11230 2.42 1125.00 1212.95 38.03 11236 3.10 1210.00 1410.18 86.56 11238 4.72 1220.00 1409.25 81.84 11246 3.30 860.00 1006.02 63.15 11254 0.92 1115.00 1412.65 128.71 11256 0.77 1125.00 1412.65 124.39 11258 6.44 1060.00 1212.71 66.04 11260 10.70 1255.00 1407.98 66.16 11266 4.78 565.00 779.03 92.55 11280 19.33 555.00 779.33 97.01 11306 5.76 870.00 1006.32 58.95 11310 2.95 1155.00 1425.44 116.95 11312 2.20 1135.00 1411.40 119.52 11314 9.05 575.00 778.75 88.11 11316 4.55 1190.00 1410.42 95.32 11320 1.40 585.00 778.63 83.73 11328 8.65 1230.00 1408.55 77.21 11332 3.52 1180.00 1410.75 99.78 11342 2.97 1260.00 1408.55 64.24 11346 4.08 580.00 778.26 85.73 11348 3.47 1230.00 1408.65 77.26 11350 4.50 950.00 1211.35 113.01 11356 7.40 730.00 778.14 20.82 11358 8.97 635.00 778.18 61.92 11366 7.03 755.00 1007.62 109.24 11368 4.82 500.00 779.38 120.81 11386 5.49 630.00 778.15 64.07 11398 1.15 965.00 1211.34 106.52 11400 1.63 645.00 778.15 57.58 11408 1.05 570.00 778.26 90.06 11418 6.96 1080.00 1212.88 57.46 11420 0.30 900.00 1007.09 46.31 11424 4.82 1105.00 1212.91 46.66 11430 1.30 1090.00 1212.92 53.16 NODE ID DEMAND ELEVATION HEAD PRESSURE 11452 2.22 745.00 1003.94 111.97 11478 3.27 525.00 779.37 110.00 11492 0.77 495.00 779.38 122.98 11496 2.03 1130.00 1412.57 122.19 11510 7.10 600.00 778.51 77.19 11512 0.80 1135.00 1412.86 120.16 11514 1.35 1125.00 1415.02 125.41 11518 2.42 595.00 778.63 79.41 11526 0.92 505.00 779.37 118.65 11532 4.28 1230.00 1409.55 77.65 11542 3.83 755.00 1003.94 107.65 11546 6.40 1175.00 1411.28 102.17 11558 12.50 1035.00 1212.81 76.89 11560 0.45 1135.00 1412.85 120.15 11562 7.44 1050.00 1213.03 70.50 11572 1.08 750.00 1003.94 109.81 11576 2.88 905.00 1211.25 132.43 11580 4.78 930.00 1211.22 121.61 11584 4.08 1140.00 1412.29 117.75 11586 0.35 735.00 778.14 18.66 11590 2.70 765.00 1007.61 104.91 11604 0.57 1095.00 1212.95 51.01 11606 1.73 600.00 778.50 77.19 11612 13.72 1090.00 1212.97 53.18 11614 0.00 1095.00 1212.95 51.01 11616 5.40 1250.00 1425.51 75.90 11624 2.65 510.00 779.37 116.49 11626 2.92 500.00 779.38 120.81 11634 3.97 480.00 779.45 129.49 11654 1.45 715.00 778.15 27.31 11656 5.10 695.00 778.15 35.96 11658 8.20 1265.00 1408.63 62.11 11664 3.55 825.00 1003.96 77.39 11680 2.05 985.00 1211.22 97.82 11682 1.50 960.00 1211.22 108.63 11684 23.60 1020.00 1212.10 83.07 11692 3.83 760.00 1003.93 105.48 11696 2.95 1245.00 1409.81 71.27 11700 1.65 1275.00 1425.51 65.09 11704 6.80 1215.00 1409.97 84.31 11712 2.39 1085.00 1213.07 55.38 11720 7.65 1205.00 1410.81 89.00 11724 3.65 1295.00 1646.98 152.21 11726 5.03 840.00 1003.98 70.91 11728 9.82 1510.00 1784.48 118.69 11732 9.80 780.00 1003.94 96.84 NODE ID DEMAND ELEVATION HEAD PRESSURE 11738 1.95 825.00 1003.96 77.39 11740 1.73 865.00 1003.98 60.10 11748 0.52 730.00 778.15 20.82 11750 6.42 730.00 1004.05 118.51 11754 4.60 1250.00 1646.98 171.67 11756 4.97 1285.00 1646.98 156.53 11758 5.90 770.00 1003.94 101.16 11760 5.20 570.00 778.95 90.36 11764 2.62 905.00 1211.19 132.41 11766 0.05 1122.33 1415.04 126.58 11778 5.03 1155.00 1412.92 111.53 11782 2.32 715.00 778.15 27.31 11798 2.88 660.00 778.20 51.11 11800 5.40 650.00 778.23 55.45 11826 3.04 940.00 1211.22 117.28 11828 8.07 1240.00 1410.00 73.51 11830 2.85 1275.00 1410.09 58.42 11834 5.06 1150.00 1414.89 114.55 11854 3.47 630.00 778.27 64.12 11866 1.40 500.00 779.51 120.87 11874 2.65 1195.00 1411.35 93.56 11876 6.47 690.00 778.17 38.13 11884 4.38 840.00 1003.96 70.90 11890 3.33 675.00 778.18 44.62 11914 5.72 1170.00 1413.14 105.14 11916 6.90 1170.00 1415.66 106.23 11930 3.78 790.00 1003.94 92.51 11944 4.97 955.00 1211.20 110.79 11954 5.17 1175.00 1412.89 102.87 11962 3.30 690.00 778.17 38.13 11970 4.03 1130.00 1417.28 124.23 11978 2.05 870.00 1003.98 57.94 11988 3.26 925.00 1211.19 123.76 11992 0.75 925.00 1211.19 123.76 11996 3.18 915.00 1211.19 128.08 12000 7.55 600.00 778.16 77.04 12014 1.00 1010.00 1211.22 87.01 12016 2.95 1300.00 1646.99 150.05 12020 2.95 635.00 778.27 61.96 12028 4.47 620.00 778.26 68.44 12030 3.97 870.00 1003.98 57.94 12036 8.10 955.00 1211.21 110.80 12050 7.20 975.00 1211.22 102.15 12052 8.20 965.00 1211.20 106.46 12058 5.34 1065.00 1213.09 64.04 12064 4.65 800.00 1003.94 88.19 NODE ID DEMAND ELEVATION HEAD PRESSURE 12074 3.02 1140.00 1417.72 120.09 12084 1.63 650.00 778.27 55.47 12088 1.96 560.00 779.35 94.86 12090 1.34 555.00 779.34 97.01 12100 0.38 550.00 779.61 99.29 12102 0.43 550.00 779.61 99.29 12112 3.91 560.00 779.61 94.97 12120 2.03 900.00 1211.19 134.57 12124 17.35 1015.00 1211.33 84.90 12128 3.65 900.00 1003.97 44.96 12136 1.10 1035.00 1211.41 76.29 12140 8.61 1090.00 1213.74 53.51 12146 16.04 795.00 1003.94 90.35 12148 1.27 860.00 1003.97 62.26 12152 4.36 875.00 1003.99 55.78 12166 8.28 855.00 1003.96 64.42 12184 8.00 1280.00 1647.05 158.72 12186 2.80 918.50 1211.19 126.57 12190 6.20 615.00 779.29 71.04 12192 2.26 940.00 1211.19 117.27 12200 1.22 720.00 778.17 25.16 12210 7.28 615.00 778.25 70.59 12214 0.60 1195.00 1416.14 95.63 12226 6.04 1255.00 1410.81 67.38 12234 2.88 1265.00 1410.50 62.92 12242 3.00 1055.00 1212.18 67.97 12246 3.68 1070.00 1211.98 61.40 12250 4.70 1270.00 1410.27 60.66 12254 2.65 1270.00 1410.50 60.76 12264 3.58 1060.00 1209.16 64.50 12266 3.58 980.00 1211.19 99.98 12280 3.63 1055.00 1211.49 67.67 12282 8.17 1190.00 1413.24 96.54 12284 5.00 1225.00 1413.24 81.40 12296 2.13 1045.00 1211.41 71.96 12298 3.30 1200.00 1413.45 92.30 12300 1.77 1135.00 1419.30 122.94 12306 5.22 1150.00 1419.68 116.62 12308 1.95 1025.00 1211.25 80.54 12312 17.06 805.00 1003.94 86.03 12322 0.90 1285.00 1647.05 156.56 12326 8.25 895.00 1003.92 47.10 12336 0.35 1085.00 1213.04 55.37 12338 7.95 1315.00 1646.99 143.57 12356 29.55 840.00 1003.95 70.90 12358 1.42 850.00 1003.95 66.57 NODE ID DEMAND ELEVATION HEAD PRESSURE 12364 1.67 1085.00 1213.04 55.37 12366 6.58 1145.00 1214.95 30.25 12378 1.88 1115.00 1213.04 42.40 12382 6.38 990.00 1211.19 95.65 12384 3.55 985.00 1211.19 97.81 12386 17.56 520.00 779.52 112.23 12388 3.02 1074.34 1209.16 58.30 12398 4.69 1170.00 1419.18 107.76 12414 0.47 1055.00 1209.16 66.66 12426 5.50 1205.00 1416.15 91.31 12440 0.00 635.00 779.48 62.48 12442 7.03 865.00 1007.60 61.67 12446 0.65 1080.00 1211.61 56.91 12452 1.83 1055.00 1211.49 67.67 12460 2.72 995.00 1211.19 93.49 12462 3.55 1025.00 1211.25 80.54 12464 4.60 1255.00 1411.45 67.65 12494 4.66 1055.00 1211.27 67.57 12496 4.22 1040.00 1211.21 74.04 12500 3.02 1095.00 1209.15 49.36 12502 13.45 640.00 778.26 59.79 12506 1.85 1185.00 1226.81 18.08 12508 2.00 850.00 1004.01 66.60 12518 8.90 685.00 778.26 40.33 12530 7.95 920.00 1211.19 125.92 12540 10.60 740.00 1004.93 114.56 12562 3.58 877.58 1004.00 54.67 12564 4.66 865.00 1004.00 60.11 12584 4.86 1205.00 1417.04 91.69 12604 1.15 1085.00 1211.45 54.68 12606 0.00 625.00 779.48 66.80 12610 1.32 1203.00 1421.76 94.60 12612 7.20 1330.00 1647.02 137.09 12620 7.92 1345.00 1647.03 130.61 12622 8.17 680.00 778.28 42.50 12628 1.30 1215.00 1413.88 86.00 12636 5.72 1245.00 1413.32 72.79 12648 0.35 865.00 1004.09 60.15 12656 1.08 1220.00 1414.48 84.10 12676 1.34 470.00 779.49 133.83 12684 1.47 1195.00 1419.18 96.94 12700 1.05 1095.00 1211.51 50.38 12708 7.10 785.00 1004.95 95.11 12710 4.55 790.00 1004.96 92.96 12716 3.95 575.00 779.62 88.48 12722 2.08 1115.00 1211.51 41.73 NODE ID DEMAND ELEVATION HEAD PRESSURE 12726 3.20 1102.21 1211.47 47.25 12728 2.10 1190.00 1419.02 99.04 12734 5.15 1045.00 1211.18 71.86 12742 2.05 925.00 1208.95 122.79 12760 4.72 580.00 779.62 86.32 12762 25.31 525.00 779.53 110.07 12764 3.53 570.00 779.63 90.65 12772 4.53 590.00 779.61 81.99 12800 0.45 565.00 779.82 92.90 12802 3.17 1220.00 1416.27 84.87 12806 0.00 1185.00 1423.89 103.31 12808 2.45 1180.00 1421.21 104.31 12810 4.36 1235.00 1417.19 78.79 12818 1.95 1285.00 1647.08 156.57 12830 8.15 955.00 1211.12 110.76 12832 8.05 915.00 1211.13 128.05 12834 0.00 905.00 1211.13 132.38 12838 1.32 905.00 1211.13 132.38 12848 4.10 970.00 1211.13 104.27 12862 4.57 865.00 1211.16 149.69 12868 3.85 840.00 1004.96 71.34 12872 7.72 745.00 1005.03 112.44 12882 2.45 995.00 1211.12 93.46 12892 3.97 995.00 1211.13 93.46 12896 2.53 590.00 778.25 81.41 12898 5.17 1010.00 1211.14 86.98 12906 1.90 1225.00 1419.02 83.90 12910 6.69 1185.00 1423.92 103.32 12914 1.77 1125.00 1426.76 130.49 12924 3.35 1050.00 1211.17 69.69 12932 0.80 840.00 1004.96 71.34 12934 5.57 855.00 1007.60 65.99 12936 0.50 845.00 1004.96 69.17 12944 3.95 735.00 1005.29 116.88 12946 2.48 695.00 1005.29 134.18 12954 8.50 1310.00 1647.06 145.75 12964 8.38 780.00 1004.97 97.29 12976 0.45 875.00 1004.23 55.88 12978 6.35 800.00 1004.97 88.64 12982 0.76 890.00 1004.23 49.40 12992 0.20 755.00 1005.17 108.18 12994 2.30 755.00 1005.17 108.18 13010 3.60 1220.00 1418.89 86.01 13014 2.90 1240.00 1418.13 77.03 13018 3.05 1225.00 1419.07 83.92 13024 1.92 670.00 779.59 47.39 NODE ID DEMAND ELEVATION HEAD PRESSURE 13026 4.55 680.00 1005.54 140.77 13028 0.00 670.00 779.59 47.39 13030 4.17 690.00 1005.54 136.45 13032 0.87 670.00 779.59 47.39 13034 1.12 670.00 779.59 47.39 13052 2.47 1090.00 1211.17 52.40 13054 3.90 765.00 1005.20 103.87 13060 8.70 1050.00 1211.15 69.69 13062 2.90 780.00 1005.20 97.38 13076 3.68 1090.00 1211.26 52.44 13086 4.97 1125.00 1211.25 37.30 13098 1.42 840.00 1004.97 71.34 13114 2.15 790.00 1005.29 93.10 13130 5.43 1150.00 1426.77 119.68 13132 2.42 1035.00 1209.09 75.28 13142 8.63 1215.00 1424.64 90.66 13144 0.72 610.00 780.02 73.52 13158 0.00 610.00 780.03 73.53 13160 1.13 840.00 1004.97 71.34 13170 1.45 1215.00 1426.78 91.58 13174 6.38 975.00 1211.12 102.11 13184 1.17 820.00 1005.29 80.13 13186 5.92 505.00 779.50 118.70 13216 5.65 1315.00 1647.06 143.59 13220 6.59 780.00 1005.29 97.42 13244 1.35 940.00 1211.17 117.26 13246 4.17 905.00 1211.17 132.40 13250 3.80 1145.00 1426.76 121.84 13252 11.65 1010.00 1211.12 86.97 13254 2.85 1190.00 1424.64 101.47 13256 3.40 1190.00 1424.64 101.47 13266 4.32 1365.00 1647.03 121.96 13272 1.01 1025.00 1209.09 79.60 13278 1.22 1220.00 1422.25 87.46 13282 5.65 1230.00 1424.11 83.94 13288 4.63 840.00 1004.97 71.34 13294 0.00 520.00 779.50 112.22 13300 0.65 520.00 779.50 112.22 13302 3.58 670.00 778.27 46.82 13304 0.94 610.00 780.03 73.53 13306 0.00 565.00 779.81 92.89 13308 0.20 565.00 779.81 92.89 13310 1.90 590.00 780.00 82.16 13318 7.61 655.00 779.76 53.95 13322 4.28 735.00 1005.33 116.90 13328 1.50 625.00 780.00 67.03 NODE ID DEMAND ELEVATION HEAD PRESSURE 13334 1.61 540.00 779.58 103.60 13336 2.95 635.00 778.26 61.95 13344 0.43 625.00 780.02 67.04 13354 2.10 600.00 780.05 77.86 13358 1.65 655.00 778.27 53.30 13370 1.05 665.00 779.76 49.63 13374 1.98 770.00 1005.32 101.76 13376 1.89 630.00 780.07 64.90 13382 9.89 585.00 778.26 83.57 13384 0.00 565.00 779.82 92.90 13388 2.12 520.00 779.35 112.15 13398 6.22 995.00 1209.02 92.55 13410 4.57 945.00 1211.17 115.10 13418 0.30 850.00 1004.97 67.01 13420 0.13 1085.00 1211.19 54.57 13424 1.88 790.00 1005.29 93.10 13432 1.90 980.00 1211.12 99.94 13442 0.77 1000.00 1211.12 91.29 13446 5.75 850.00 1004.97 67.01 13448 2.20 850.00 1004.96 67.01 13454 1.38 1090.00 1211.20 52.41 13484 0.65 945.00 1211.17 115.10 13488 7.20 1145.00 1426.76 121.84 13496 10.52 960.00 1211.12 108.59 13500 1.22 725.00 1005.91 121.47 13502 4.40 805.00 1005.29 86.61 13518 4.51 735.00 1006.03 117.20 13522 3.56 720.00 1006.11 123.72 13530 5.32 760.00 1005.50 106.16 13550 2.77 1125.00 1211.16 37.26 13560 1.99 470.00 779.14 133.68 13566 0.00 465.00 779.14 135.85 13570 4.67 950.00 1211.19 112.95 13574 4.45 880.00 1004.93 54.02 13616 9.80 555.00 779.50 97.08 13620 7.72 575.00 779.50 88.43 13622 0.35 950.00 1211.19 112.95 13626 0.70 950.00 1211.20 112.95 13628 3.80 950.00 1211.19 112.95 13636 8.17 820.00 1005.35 80.15 13644 5.25 960.00 1211.17 108.61 13646 2.15 720.00 1006.12 123.73 13650 8.78 1095.00 1211.16 50.23 13652 4.17 985.00 1211.13 97.79 13662 3.70 1125.00 1425.99 130.16 13668 2.17 1025.00 1211.13 80.49 NODE ID DEMAND ELEVATION HEAD PRESSURE 13678 4.15 770.00 1005.74 101.94 13688 2.25 1275.00 1423.16 64.07 13690 2.29 975.00 1211.13 102.11 13696 1.10 1245.00 1429.77 79.90 13702 0.40 685.00 779.76 40.98 13706 4.71 885.00 1005.20 51.98 13712 10.30 605.00 780.50 75.89 13716 2.64 1105.00 1422.98 137.51 13718 4.72 1015.00 1211.14 84.82 13722 5.75 1035.00 1211.14 76.17 13732 4.57 900.00 1211.23 134.59 13740 4.50 750.00 1006.09 110.74 13754 6.20 775.00 1005.74 99.78 13758 1.55 950.00 1211.20 112.95 13770 0.82 960.00 1211.20 108.63 13778 8.13 1225.00 1426.78 87.26 13780 8.60 1145.00 1426.00 121.51 13782 2.92 730.00 1006.23 119.45 13784 5.17 1350.00 1647.06 128.46 13808 0.52 1375.00 1647.06 117.65 13812 4.92 885.00 1211.39 141.14 13822 5.65 1345.00 1647.09 130.63 13824 5.22 1365.00 1647.07 121.97 13826 1.80 750.00 1006.15 110.77 13838 0.45 750.00 1006.21 110.79 13844 0.35 910.00 1211.23 130.26 13856 1.40 925.00 1211.23 123.77 13862 5.43 635.00 780.56 62.95 13866 3.35 1265.00 1428.00 70.49 13868 5.10 900.00 1005.34 45.55 13882 3.42 1085.00 1211.14 54.55 13884 7.05 985.00 1211.18 97.81 13886 8.50 850.00 1005.48 67.24 13902 4.22 710.00 1007.66 128.72 13904 2.63 885.00 1211.48 141.18 13906 7.03 920.00 1211.40 126.01 13908 3.30 960.00 1211.20 108.63 13912 10.45 660.00 1006.47 149.82 13914 3.22 975.00 1211.20 102.14 13916 1.10 925.00 1211.23 123.77 13918 0.92 750.00 1006.25 110.81 13920 1.08 750.00 1006.21 110.79 13924 1.83 770.00 1006.33 102.20 13928 2.25 1100.00 1211.14 48.06 13932 3.88 905.00 1005.53 43.47 13936 2.55 770.00 1006.25 102.16 NODE ID DEMAND ELEVATION HEAD PRESSURE 13942 2.65 1115.00 1422.98 133.18 13952 2.01 1125.00 1422.98 128.86 13960 3.97 700.00 1007.69 133.05 13980 4.72 1135.00 1423.13 124.60 13988 2.10 765.00 1006.26 104.33 13998 1.05 660.00 781.34 52.47 14000 2.83 1160.00 1424.05 114.18 14002 3.49 985.00 1211.19 97.81 14008 4.80 1235.00 1426.05 82.62 14014 5.88 1005.00 1211.19 89.16 14016 5.65 985.00 1211.20 97.82 14022 4.42 810.00 1005.92 84.72 14028 5.20 1010.00 1211.14 86.98 14034 0.51 660.00 781.32 52.46 14054 1.30 660.00 781.32 52.46 14064 2.32 710.00 1006.50 128.22 14072 3.85 1045.00 1211.14 71.85 14086 2.25 1175.00 1424.33 107.82 14092 0.55 1095.00 1211.14 50.22 14096 2.38 1160.00 1424.04 114.18 14098 0.13 1235.00 1426.78 82.93 14100 4.25 710.00 1006.49 128.21 14104 5.03 780.00 1006.42 97.91 14106 4.25 1320.00 1647.04 141.42 14114 2.97 1370.00 1647.06 119.81 14116 2.17 880.00 1005.95 54.47 14120 4.30 1095.00 1422.98 141.83 14124 0.33 660.00 1006.47 149.82 14126 1.92 820.00 1006.21 80.52 14140 4.95 1140.00 1422.99 122.37 14148 1.52 515.00 779.28 114.28 14152 1.02 710.00 1006.45 128.20 14154 0.70 720.00 1006.46 123.87 14162 2.92 515.00 779.28 114.28 14170 0.13 775.00 1006.44 100.08 14178 6.14 530.00 779.46 107.88 14180 0.28 700.00 1007.78 133.10 14184 0.00 775.00 1006.58 100.14 14190 5.25 945.00 1211.23 115.13 14194 2.30 735.00 1006.30 117.32 14204 3.50 810.00 1006.15 84.82 14214 2.20 1010.00 1209.02 86.06 14220 3.07 800.00 1006.21 89.17 14222 0.30 805.00 1006.30 87.05 14224 2.20 1150.00 1423.03 118.07 14226 8.93 1165.00 1423.04 111.59 NODE ID DEMAND ELEVATION HEAD PRESSURE 14232 0.20 770.00 1006.48 102.26 14238 1.27 770.00 1006.33 102.20 14248 6.42 775.00 1006.58 100.14 14262 4.28 540.00 779.49 103.56 14286 4.33 885.00 1211.53 141.20 14290 4.40 1345.00 1647.04 130.61 14296 11.15 1355.00 1646.94 126.24 14304 0.82 1235.00 1426.05 82.62 14324 130.97 700.00 1008.21 133.28 14326 4.82 795.00 1006.72 91.56 14332 7.45 905.00 1211.48 132.53 14334 2.15 760.00 1006.30 106.51 14344 6.58 1220.00 1425.19 88.73 14348 2.10 935.00 1211.39 119.52 14350 0.43 715.00 1006.53 126.07 14358 4.05 1030.00 1211.16 78.34 14366 2.63 550.00 779.52 99.25 14370 5.40 945.00 1208.95 114.14 14374 7.19 1075.00 1211.15 58.87 14384 0.22 880.00 1005.96 54.47 14386 5.31 860.00 1005.99 63.13 14400 4.31 840.00 1006.14 71.85 14406 6.92 1115.00 1422.83 133.12 14418 2.28 800.00 1006.51 89.30 14420 4.13 975.00 1208.95 101.17 14426 0.90 855.00 1006.20 65.38 14434 4.20 730.00 1006.86 119.72 14436 1.10 805.00 1006.31 87.05 14450 4.50 960.00 1211.24 108.65 14452 4.67 1420.00 1711.03 125.85 14454 6.56 980.00 1211.21 99.98 14460 3.25 1090.00 1211.15 52.39 14464 3.55 1115.00 1211.15 41.58 14468 11.40 600.00 780.73 78.15 14472 0.00 1085.00 1422.83 146.09 14476 4.70 1025.00 1211.18 80.51 14488 3.35 1235.00 1433.07 85.65 14490 9.85 1040.00 1211.20 74.03 14506 0.00 490.00 790.21 129.82 14524 2.10 800.00 1006.66 89.37 14528 3.42 820.00 1006.30 80.56 14538 3.40 1355.00 1649.61 127.40 14540 6.58 1360.00 1649.73 125.29 14546 1.79 890.00 1006.20 50.25 14550 2.35 950.00 1208.94 111.97 14556 2.83 770.00 1007.04 102.50 NODE ID DEMAND ELEVATION HEAD PRESSURE 14568 2.44 835.00 1006.28 74.07 14572 2.71 845.00 1006.28 69.74 14574 8.05 1390.00 1650.90 112.82 14578 0.67 1105.00 1422.83 137.44 14580 6.19 870.00 1006.26 58.92 14590 3.42 1120.00 1422.80 130.94 14600 3.50 990.00 1208.95 94.68 14608 6.00 1190.00 1422.96 100.74 14612 3.22 520.00 779.30 112.13 14620 1.25 540.00 779.15 103.41 14622 6.32 1300.00 1426.78 54.82 14626 2.60 1115.00 1422.80 133.10 14630 4.28 820.00 1007.03 80.88 14636 1.56 580.00 779.65 86.33 14638 2.20 1345.00 1649.02 131.47 14640 0.00 585.00 780.73 84.64 14644 19.83 1330.00 1648.90 137.90 14652 1.35 1090.00 1211.17 52.40 14654 2.42 720.00 1007.13 124.17 14660 4.40 740.00 1006.91 115.42 14662 5.93 975.00 1211.50 102.27 14668 6.30 600.00 780.77 78.17 14672 0.13 970.00 1211.41 104.40 14680 0.00 678.00 778.27 43.36 14684 11.20 980.00 1211.42 100.07 14714 2.83 1105.00 1422.79 137.42 14726 3.22 1195.00 1423.11 98.64 14728 5.69 550.00 779.43 99.21 14730 2.57 755.00 1006.91 108.94 14732 3.90 770.00 1007.04 102.50 14734 1.65 1280.00 1433.38 66.33 14738 0.08 910.00 1007.59 42.20 14746 4.94 770.00 1007.04 102.50 14750 4.32 815.00 1007.03 83.04 14770 2.05 755.00 1006.92 108.94 14776 1.42 890.00 1006.46 50.36 14794 6.07 1419.29 1651.58 100.45 14798 5.25 995.00 1211.44 93.60 14800 0.10 640.00 781.56 61.22 14806 0.43 995.00 1211.47 93.61 14812 7.98 765.00 1007.04 104.67 14832 2.88 905.00 1007.58 44.36 14834 4.91 870.00 1006.43 59.00 14848 3.02 1025.00 1208.98 79.56 14854 7.45 635.00 780.91 63.10 14872 0.67 925.00 1208.93 122.78 NODE ID DEMAND ELEVATION HEAD PRESSURE 14882 2.77 895.00 1006.90 48.39 14884 2.93 1020.00 1211.46 82.79 14886 0.81 990.00 1211.53 95.80 14896 2.54 1205.00 1423.07 94.30 14906 6.35 830.00 1007.15 76.61 14910 1.08 1280.00 1515.13 101.68 14918 4.05 1290.00 1515.09 97.34 14932 2.75 1195.00 1422.93 98.57 14938 0.17 1435.00 1653.74 94.59 14946 2.67 1305.00 1514.91 90.77 14950 3.80 680.00 1007.25 141.51 14952 0.64 675.00 1007.25 143.67 14956 6.35 955.00 1211.55 110.94 14958 2.75 1150.00 1422.67 117.91 14968 2.97 950.00 1211.61 113.13 14970 1.22 1170.00 1422.67 109.26 14974 4.82 705.00 1007.21 130.68 14986 10.53 1080.00 1211.23 56.75 14998 3.88 1105.00 1211.31 45.97 15002 1.15 1205.00 1423.04 94.29 15004 1.67 1025.00 1208.98 79.56 15010 3.83 975.00 1211.54 102.29 15012 1.95 1230.00 1423.04 83.48 15018 4.97 1340.00 1519.82 77.76 15022 4.16 696.00 1007.24 134.59 15024 10.80 1225.00 1423.27 85.74 15026 2.12 1055.00 1208.98 66.59 15034 0.82 935.00 1211.70 119.65 15036 7.87 990.00 1211.56 95.81 15072 7.72 845.00 1007.29 70.18 15074 1.73 880.00 1007.80 55.26 15084 1.63 780.00 1007.11 98.21 15086 4.72 780.00 1007.11 98.21 15094 1.55 940.00 1211.70 117.49 15100 3.33 810.00 1007.11 85.24 15116 2.13 950.00 1208.94 111.97 15118 0.63 985.00 1208.94 96.84 15130 5.57 1165.00 1422.57 111.38 15136 1.05 905.00 1211.70 132.63 15138 0.57 905.00 1211.70 132.63 15142 1.51 915.00 1211.70 128.30 15146 8.93 1030.00 1211.50 78.49 15148 2.97 1055.00 1211.55 67.70 15150 0.00 825.00 1007.14 78.76 15152 1.90 1260.00 1522.13 113.35 15162 1.27 825.00 1007.14 78.76 NODE ID DEMAND ELEVATION HEAD PRESSURE 15170 1.90 1270.00 1521.16 108.61 15184 2.03 1230.00 1423.00 83.46 15188 7.37 805.00 1007.19 87.43 15196 1.37 1095.00 1211.31 50.30 15198 9.85 1285.00 1526.42 104.40 15200 3.42 1200.00 1422.93 96.40 15202 8.30 885.00 1007.31 52.89 15204 4.85 955.00 1208.92 109.80 15206 0.70 885.00 1007.88 53.14 15208 1.65 925.00 1211.70 123.98 15210 3.86 1215.00 1422.94 89.92 15220 1.50 975.00 1211.75 102.38 15236 3.13 1330.00 1519.98 82.15 15238 7.59 815.00 1007.33 83.17 15264 5.22 1005.00 1211.64 89.36 15274 6.27 1070.00 1211.56 61.22 15276 4.81 1070.00 1211.58 61.22 15290 0.70 925.00 1211.70 123.98 15292 0.88 1130.00 1422.56 126.51 15300 3.02 985.00 1208.94 96.84 15302 6.88 1150.00 1422.48 117.83 15308 2.54 940.00 1211.77 117.52 15316 3.17 685.00 785.25 43.35 15318 5.90 825.00 1007.78 79.04 15324 1.46 715.00 1007.42 126.45 15326 4.97 1250.00 1422.90 74.77 15330 1.65 905.00 1211.77 132.66 15332 0.20 900.00 1211.79 134.83 15346 5.40 955.00 1211.75 111.03 15354 2.18 645.00 781.01 58.82 15390 8.13 735.00 1007.33 117.77 15398 0.30 650.00 781.10 56.69 15400 2.75 1070.00 1211.61 61.23 15402 2.17 970.00 1211.75 104.54 15406 7.87 1085.00 1211.49 54.70 15426 1.30 930.00 1211.96 121.93 15428 2.77 925.00 1211.86 124.05 15430 4.78 1238.35 1423.00 79.85 15436 4.35 730.00 1007.40 119.96 15444 5.97 1020.00 1208.97 81.72 15450 1.52 1260.00 1423.00 70.48 15452 5.97 745.00 1007.45 113.49 15456 7.42 980.00 1211.77 100.22 15458 0.92 990.00 1211.74 95.89 15464 2.88 885.00 1008.67 53.48 15470 4.90 1000.00 1211.75 91.57 NODE ID DEMAND ELEVATION HEAD PRESSURE 15490 2.28 1335.00 1530.27 84.44 15492 10.78 530.00 778.95 107.66 15510 7.15 1020.00 1211.75 82.92 15512 7.65 835.00 1007.94 74.78 15518 2.81 875.00 1007.92 57.48 15526 2.38 775.00 1007.51 100.54 15534 3.10 595.00 778.87 79.51 15550 1.45 1095.00 1422.56 141.65 15560 8.76 930.00 1208.92 120.61 15566 2.53 1135.00 1422.88 124.49 15568 2.10 1100.00 1422.50 139.46 15578 4.22 965.00 1211.91 106.77 15580 2.28 1080.00 1211.72 56.96 15588 2.01 1035.00 1211.90 76.50 15598 3.95 1050.00 1208.96 68.74 15612 1.77 880.00 1008.67 55.64 15622 9.23 810.00 1007.65 85.47 15630 2.03 750.00 1007.45 111.33 15632 3.88 1230.00 1422.30 83.16 15634 5.53 1215.00 1422.29 89.64 15636 2.13 805.00 1007.65 87.63 15646 3.35 1155.00 1422.50 115.67 15650 6.54 1330.00 1522.24 83.13 15660 4.22 770.00 1007.51 102.71 15668 4.80 1115.00 1422.39 132.92 15680 7.07 660.00 781.22 52.42 15686 4.80 635.00 780.94 63.11 15690 2.88 660.00 781.33 52.47 15698 0.99 705.00 1007.46 130.79 15700 4.63 675.00 1007.46 143.77 15706 1.52 620.00 780.84 69.55 15722 0.00 720.00 1007.43 124.30 15724 4.26 745.00 1007.47 113.50 15732 3.90 875.00 1008.66 57.80 15734 0.57 900.00 1008.67 46.99 15742 2.00 1310.00 1542.88 100.71 15744 2.92 1265.00 1542.87 120.16 15746 1.65 900.00 1212.32 135.06 15768 4.51 1115.00 1211.61 41.78 15772 0.45 590.00 778.80 81.64 15780 2.85 1110.00 1211.73 43.99 15784 5.43 1365.00 1529.94 71.33 15788 5.60 960.00 1208.92 107.64 15790 2.45 1195.00 1422.21 98.25 15800 5.80 1090.00 1211.81 52.68 15802 4.39 830.00 1007.83 76.90 NODE ID DEMAND ELEVATION HEAD PRESSURE 15812 3.08 845.00 1008.16 70.56 15814 7.02 605.00 778.75 75.14 15816 6.55 575.00 778.71 88.09 15826 2.65 580.00 778.68 85.92 15828 2.33 605.00 778.68 75.11 15830 6.59 550.00 778.76 98.92 15836 4.78 510.00 778.77 116.23 15838 3.17 550.00 778.72 98.91 15840 1.26 1245.00 1551.49 132.54 15856 3.13 1135.00 1422.96 124.52 15872 6.92 730.00 1007.46 119.98 15874 1.17 1000.00 1208.92 90.34 15878 5.81 765.00 1007.54 104.88 15882 0.30 490.00 778.82 124.89 15886 4.71 800.00 1007.66 89.80 15900 10.84 845.00 1008.16 70.56 15906 3.64 805.00 1007.66 87.64 15924 0.28 765.00 1007.53 104.88 15930 1.57 885.00 1008.69 53.49 15936 2.70 1305.00 1537.51 100.55 15942 3.83 770.00 1007.56 102.73 15948 7.18 1310.00 1536.94 98.13 15956 0.00 1000.00 1016.21 7.01 15960 7.90 1060.00 1212.05 65.75 15976 5.46 530.00 778.70 107.55 15992 10.94 919.00 1212.32 126.84 16018 1.35 1105.00 1211.83 46.20 16030 0.63 605.00 778.67 75.10 16034 1.06 1005.00 1212.69 89.81 16036 5.34 1130.00 1421.61 126.10 16042 0.57 565.00 778.72 92.42 16054 0.00 730.00 1007.46 119.98 16058 2.15 605.00 778.64 75.09 16062 2.94 615.00 778.66 70.77 16100 2.67 775.00 1007.57 100.57 16112 2.30 875.00 1008.72 57.82 16114 2.45 875.00 1008.72 57.83 16118 4.23 888.49 1008.70 51.98 16120 4.53 1330.00 1534.51 88.44 16128 5.65 635.00 780.48 62.91 16134 3.13 575.00 778.64 88.06 16144 1.27 1335.00 1532.05 85.21 16156 1.27 1345.00 1531.25 80.54 16158 2.63 1030.00 1212.69 79.00 16162 2.88 1400.00 1532.04 57.10 16168 1.05 1380.00 1531.25 65.40 NODE ID DEMAND ELEVATION HEAD PRESSURE 16172 3.35 1310.00 1551.13 104.27 16174 4.92 1110.00 1212.13 44.16 16176 1.65 1230.00 1422.20 83.11 16192 3.64 545.00 778.68 101.05 16194 1.73 1115.00 1423.26 133.30 16196 3.20 550.00 778.64 98.87 16204 2.21 570.00 778.67 90.24 16208 1.40 1010.00 1212.72 87.66 16216 14.27 975.00 1212.27 102.60 16220 9.40 805.00 1007.66 87.64 16222 4.35 1080.00 1212.49 57.29 16234 3.32 1110.00 1212.49 44.32 16238 2.64 805.00 1007.65 87.63 16242 2.88 775.00 1007.57 100.57 16250 2.70 770.00 1007.58 102.74 16268 4.82 655.00 780.07 54.08 16270 3.37 1150.00 1422.82 117.97 16276 2.42 1165.00 1422.81 111.49 16280 1.85 620.00 778.56 68.57 16282 3.47 575.00 778.61 88.05 16290 0.52 600.00 778.61 77.24 16292 6.28 605.00 778.59 75.06 16294 3.60 1125.00 1423.22 128.96 16296 46.30 683.00 777.60 40.91 16306 3.27 1150.00 1422.81 117.97 16312 4.55 745.00 1007.55 113.53 16320 7.00 1355.00 1536.07 78.30 16330 4.18 525.00 778.62 109.67 16334 1.29 565.00 778.64 92.39 16338 7.11 1055.00 1213.05 68.35 16360 2.70 990.00 1212.48 96.21 16376 0.77 965.00 1212.38 106.97 16380 5.43 685.00 780.04 41.10 16384 6.49 1180.00 1422.20 104.74 16388 3.65 1205.00 1421.83 93.76 16390 1.81 945.00 1212.37 115.62 16402 3.37 930.00 1212.36 122.10 16406 6.07 1350.00 1553.23 87.89 16412 1.05 885.00 1009.04 53.64 16420 3.70 910.00 1017.44 46.46 16422 3.88 522.50 778.66 110.77 16424 4.72 895.00 1008.70 49.17 16428 0.00 910.00 1212.36 130.75 16434 2.25 815.00 1007.73 83.34 16438 3.94 575.00 778.58 88.03 16440 1.42 1060.00 1212.71 66.04 NODE ID DEMAND ELEVATION HEAD PRESSURE 16446 1.77 1200.00 1422.00 96.00 16450 0.25 1220.00 1422.00 87.35 16454 1.25 1295.00 1551.31 110.84 16456 4.05 1305.00 1552.42 106.99 16458 10.29 1190.00 1420.82 99.81 16468 2.47 760.00 1007.45 107.01 16470 3.57 620.00 778.56 68.57 16474 8.20 840.00 1008.11 72.70 16478 2.32 1170.00 1422.46 109.17 16490 4.90 680.00 780.06 43.27 16494 4.30 1180.00 1422.56 104.89 16500 2.62 540.00 778.61 103.18 16512 3.13 1105.00 1423.66 137.80 16514 1.77 1105.00 1212.88 46.65 16520 0.00 695.00 776.05 35.05 16530 0.05 1065.00 1213.16 64.07 16550 1.07 770.00 1007.59 102.74 16566 2.53 1070.00 1212.89 61.79 16568 0.28 790.00 1007.65 94.12 16572 0.00 689.00 770.40 35.20 16576 3.80 515.00 778.48 113.94 16580 1.27 800.00 1007.73 89.83 16602 4.65 555.00 778.53 96.66 16604 203.58 702.00 1009.45 132.95 16606 0.43 1065.00 1213.39 64.17 16614 14.37 570.00 778.52 90.17 16630 4.54 715.00 1007.57 126.52 16652 10.47 995.00 1212.29 93.96 16678 7.80 620.00 778.54 68.56 16686 4.42 965.00 1210.87 106.32 16692 6.92 930.00 1210.86 121.45 16696 0.08 895.00 1008.70 49.17 16698 0.00 688.00 1010.60 139.50 16702 3.72 895.00 1009.06 49.32 16706 0.00 885.00 1009.22 53.72 16708 0.33 880.00 1008.56 55.59 16718 1.71 530.00 778.53 107.47 16720 2.63 530.00 778.48 107.45 16724 2.18 555.00 778.53 96.66 16730 1.40 1100.00 1424.15 140.17 16736 0.95 1115.00 1424.25 133.73 16738 10.65 1390.00 1556.40 71.96 16740 0.00 1270.00 1570.45 129.93 16742 2.70 1230.00 1570.45 147.22 16750 1.05 1070.00 1213.53 62.07 16756 4.28 1170.00 1423.43 109.59 NODE ID DEMAND ELEVATION HEAD PRESSURE 16760 4.60 715.00 1007.58 126.52 16774 6.30 665.00 779.75 49.62 16778 8.93 645.00 779.71 58.25 16780 8.02 1120.00 1424.24 131.56 16804 2.17 1095.00 1213.44 51.22 16810 5.40 690.00 779.74 38.81 16814 0.22 1090.00 1213.90 53.58 16816 0.00 701.00 766.18 28.19 16818 21.40 785.00 1007.60 96.26 16828 3.60 1055.00 1213.29 68.45 16834 9.45 690.00 1007.58 137.33 16850 3.95 815.00 1008.26 83.57 16858 2.47 550.00 778.48 98.80 16866 4.28 735.00 1007.59 117.88 16872 23.89 704.00 1014.38 134.22 16886 2.28 740.00 1007.58 115.71 16892 7.13 1000.00 1211.39 91.41 16898 6.68 1215.00 1421.83 89.44 16916 3.13 1120.00 1424.67 131.75 16922 3.58 990.00 1211.00 95.57 16928 4.40 845.00 1008.52 70.71 16934 0.00 706.00 764.89 25.47 16936 5.28 970.00 1210.76 104.11 16948 4.03 1045.00 1212.74 72.54 16954 1.95 605.00 778.52 75.03 16964 3.42 1045.00 1212.74 72.54 16966 4.13 950.00 1210.52 112.66 16972 3.42 925.00 1210.24 123.35 16978 1.97 970.00 1210.52 104.01 16980 2.88 515.00 778.44 113.92 16984 2.80 1140.00 1424.95 123.22 16988 1.27 1255.00 1570.44 136.41 16994 7.52 1435.00 1551.64 50.44 17000 6.90 745.00 1007.62 113.56 17012 4.53 1200.00 1423.39 96.60 17028 14.80 1270.00 1416.90 63.52 17030 0.43 880.00 1008.55 55.59 17032 3.92 895.00 1008.51 49.09 17034 1.88 635.00 778.52 62.06 17036 5.15 1270.00 1570.45 129.93 17038 4.32 1420.00 1556.40 58.98 17048 1.83 1090.00 1213.95 53.60 17052 6.00 1090.00 1213.56 53.43 17058 3.72 845.00 1008.28 70.61 17060 2.42 1260.00 1570.44 134.24 17062 4.78 1180.00 1424.44 105.70 NODE ID DEMAND ELEVATION HEAD PRESSURE 17068 0.00 706.00 1015.66 133.91 17078 4.00 1225.00 1423.11 85.67 17080 2.05 1045.00 1212.53 72.45 17082 4.42 1040.00 1211.98 74.37 17092 4.16 825.00 1008.22 79.23 17096 7.52 725.00 1007.58 122.20 17100 9.12 750.00 1007.64 111.41 17114 1.90 1025.00 1211.35 80.58 17116 2.53 680.00 1007.58 141.66 17120 3.37 895.00 1210.14 136.28 17124 9.57 1160.00 1424.67 114.45 17132 0.00 1130.00 1425.25 127.68 17134 6.95 1340.00 1569.61 99.29 17144 1.95 1400.00 1561.21 69.71 17148 0.00 1230.00 1423.71 83.77 17150 0.55 1230.00 1423.71 83.77 17164 0.35 700.00 1006.49 132.54 17166 1.13 695.00 1006.47 134.69 17174 0.25 885.00 996.84 48.36 17176 0.30 850.00 996.90 63.52 17186 0.00 640.00 781.65 61.25 17188 0.67 641.31 781.65 60.69 17192 1.15 1105.00 1423.32 137.65 17194 2.20 1120.00 1421.29 130.29 17196 2.92 1125.00 1420.52 127.79 17218 2.85 1250.00 1417.19 72.30 17220 1.25 1255.00 1648.60 170.20 17222 2.88 1270.00 1648.60 163.72 17250 0.55 620.00 795.04 75.70 17254 20.97 575.00 778.11 87.83 17260 12.57 540.00 779.48 103.56 17262 1.63 675.00 1001.12 141.03 17270 5.60 490.00 777.07 124.14 17288 1.22 685.00 1005.01 138.39 17312 0.52 765.00 1004.02 103.36 17316 7.72 765.00 1004.02 103.36 17318 0.00 475.00 776.97 130.58 17320 0.00 475.00 776.96 130.58 17330 2.88 925.00 1008.70 36.20 17332 1.10 1295.00 1570.38 119.08 17334 1.67 1295.00 1570.38 119.08 17346 2.73 725.00 998.33 118.20 17348 4.90 895.00 1211.60 136.91 17350 2.38 950.00 1211.60 113.12 17352 0.03 675.00 781.33 45.98 17358 0.00 1203.00 1403.82 86.84 NODE ID DEMAND ELEVATION HEAD PRESSURE 17366 0.00 1203.00 1404.01 86.92 17370 5.32 1205.00 1403.39 85.79 17372 13.07 1340.00 1402.38 26.98 17374 6.00 1170.00 1403.20 100.84 17378 6.40 1330.00 1402.34 31.28 17380 11.18 1145.00 1403.12 111.62 17382 2.85 1325.00 1402.30 33.43 17384 3.97 1270.00 1549.86 121.02 17386 0.55 1295.00 1551.29 110.83 17408 2.28 1280.00 1569.09 125.01 17410 0.63 1320.00 1569.09 107.71 17414 3.55 515.00 779.29 114.29 17416 3.92 560.00 779.55 94.94 17438 0.65 905.00 1210.24 131.99 17440 1.75 710.00 1006.23 128.10 17442 1.73 710.00 1006.28 128.12 17444 1.20 680.00 1006.28 141.10 17448 0.52 1070.00 1391.27 138.93 17452 0.00 515.00 779.29 114.29 17454 0.00 515.00 779.30 114.29 17490 1.92 900.00 1211.79 134.83 17492 1.92 920.00 1211.79 126.18 17502 5.30 765.00 1004.31 103.49 17508 0.00 510.00 784.96 118.90 17516 1.22 1504.38 1702.21 85.55 17518 2.17 1505.00 1698.16 83.53 17556 0.55 920.00 1208.93 124.94 17562 0.00 480.00 779.99 129.73 17564 0.03 480.00 780.00 129.73 17574 1.60 900.00 1005.26 45.52 17580 0.50 895.00 1004.16 47.20 17582 7.20 890.00 1004.16 49.37 17584 0.17 710.00 1005.55 127.81 17602 0.07 710.00 1005.65 127.85 17610 8.78 660.00 781.34 52.47 17612 0.03 650.00 1006.47 154.15 17614 2.16 665.00 1006.47 147.66 17620 0.00 925.00 1211.86 124.05 17622 2.00 925.00 1211.70 123.98 17624 1.25 925.00 1211.70 123.98 17628 0.72 895.00 1211.75 136.97 17638 13.25 1270.00 1648.79 163.80 17646 3.47 1145.00 1423.48 120.42 17676 0.00 645.00 781.65 59.09 17694 14.80 690.00 779.40 38.66 17696 0.00 740.00 817.30 33.43 NODE ID DEMAND ELEVATION HEAD PRESSURE 17698 2.53 690.00 1004.10 135.83 17702 2.28 690.00 1004.10 135.83 17754 4.07 710.00 1001.15 125.90 17764 6.09 715.00 781.95 28.95 17770 0.00 710.00 782.22 31.23 17780 3.55 785.00 1000.93 93.38 17782 3.10 1120.00 1211.19 39.44 17784 0.92 1095.00 1211.42 50.34 17804 4.78 895.00 1211.33 136.79 17806 2.47 925.00 1211.32 123.82 17812 0.31 775.00 781.34 2.74 17816 0.00 775.00 778.29 1.42 17832 2.91 620.00 776.85 67.83 17834 2.56 630.00 776.85 63.50 17836 33.65 615.00 777.21 70.15 17840 1.88 585.00 780.01 84.33 17842 0.00 585.00 780.01 84.33 17844 1.08 610.00 780.02 73.52 17850 0.00 585.00 779.61 84.16 17862 2.95 900.00 1022.80 53.10 17876 1.25 915.00 1015.24 43.35 17878 0.00 1000.00 1024.50 10.59 17886 0.75 725.00 1004.93 121.05 17892 2.75 740.00 1004.93 114.56 17924 0.29 855.00 1211.16 154.02 17930 8.38 665.00 1005.54 147.26 17932 32.11 830.00 1003.94 75.22 17934 2.46 840.00 1003.94 70.89 17942 3.74 610.00 780.02 73.52 17946 0.00 1000.00 1237.29 102.61 17948 0.00 1203.00 1236.01 14.27 17950 6.07 1155.00 1424.63 116.60 17952 2.03 1115.00 1424.62 133.89 17968 1.22 1110.00 1212.95 44.52 17970 2.63 1115.00 1417.71 130.90 17974 3.02 925.00 1211.71 123.98 17976 3.05 900.00 1211.70 134.79 17980 5.47 855.00 1026.12 74.00 18004 1.25 720.00 1003.94 122.79 18006 1.08 710.00 1003.94 127.11 18008 1.45 705.00 1003.94 129.27 18010 3.00 755.00 1003.93 107.65 18026 4.90 640.00 778.14 59.74 18046 19.70 750.00 795.10 19.50 18048 0.00 775.00 795.10 8.69 18054 0.47 780.00 1004.37 97.02 NODE ID DEMAND ELEVATION HEAD PRESSURE 18056 1.88 760.00 1004.37 105.67 18062 0.87 685.00 778.39 40.39 18064 4.71 685.00 796.05 48.02 18080 2.88 550.00 778.85 98.96 18082 0.00 555.00 778.47 96.64 18092 9.64 520.00 779.58 112.25 18094 0.00 505.00 779.70 118.79 18106 0.17 530.00 779.62 107.94 18128 5.07 600.00 778.15 77.04 18136 5.35 605.00 778.16 74.88 18142 6.58 485.00 780.40 127.74 18176 2.90 490.00 780.10 125.45 18178 2.47 480.00 780.19 129.81 18200 0.00 480.00 682.19 87.43 18208 0.00 480.00 682.13 87.41 18214 24.64 485.00 785.54 129.97 18216 0.00 490.00 785.62 127.84 18228 7.04 505.00 785.73 121.40 18234 0.00 485.00 801.92 137.05 18340 15.50 485.00 801.32 136.79 18354 4.31 605.00 776.88 74.33 18400 0.00 485.00 681.82 85.11 18412 0.00 465.00 681.81 93.76 18470 2.17 1000.00 1231.48 100.10 18472 0.00 1200.00 1221.21 9.17 18476 4.80 1340.00 1530.30 82.29 18480 3.92 1270.00 1530.80 112.78 18488 3.92 1100.00 1210.47 47.77 18566 1.67 920.00 1211.92 126.24 18568 2.06 975.00 1013.52 16.66 18572 0.00 1000.00 1016.22 7.01 18594 0.00 770.00 1019.81 108.02 18600 4.01 935.00 1210.14 118.98 18602 2.42 895.00 1210.14 136.28 18624 0.55 685.00 785.26 43.35 18628 5.25 535.00 789.33 109.98 18656 0.00 1210.00 1220.90 4.71 18658 0.00 1210.00 1431.81 95.92 18660 0.33 1220.00 1422.63 87.63 18682 5.32 730.00 782.95 22.90 18688 9.35 459.84 823.00 157.04 18692 0.75 515.00 790.91 119.31 18732 0.77 1270.00 1423.69 66.46 18734 0.00 1270.00 1648.79 163.80 18736 0.00 1275.00 1648.79 161.64 18744 0.00 1280.00 1648.79 159.48 NODE ID DEMAND ELEVATION HEAD PRESSURE 18746 3.08 1310.00 1514.91 88.61 18748 1.52 1380.00 1425.48 19.67 18750 0.00 1203.00 1430.54 98.39 18758 0.00 1380.00 1411.60 13.67 18764 0.00 1390.00 1647.06 111.16 18776 2.38 1295.00 1569.37 118.65 18790 4.47 1215.00 1425.49 91.02 18792 8.70 1175.00 1425.40 108.28 18806 4.15 1570.00 1566.03 -1.72 18810 5.60 1515.00 1567.78 22.82 18816 0.87 525.00 778.94 109.81 18818 2.84 525.00 778.93 109.81 18820 0.00 480.00 778.82 129.22 18834 0.08 510.00 779.11 116.37 18836 3.44 480.00 778.98 129.29 18838 4.00 1460.00 1675.42 93.16 18844 3.46 495.00 778.92 122.78 18846 3.42 515.00 778.92 114.13 18848 1.50 515.00 778.93 114.13 18850 1.92 500.00 778.92 120.62 18852 0.00 505.00 778.92 118.45 18856 0.22 480.00 778.40 129.04 18858 0.43 510.00 778.42 116.07 18860 27.15 495.00 778.39 122.55 18868 1.05 480.00 778.39 129.03 18870 7.66 465.00 778.36 135.51 18876 0.00 465.00 778.36 135.51 18882 3.60 535.00 778.30 105.21 18884 4.89 520.00 778.30 111.70 18886 12.43 510.00 778.29 116.02 18926 0.57 745.00 1007.47 113.50 18928 5.67 750.00 1007.48 111.34 18934 2.45 835.00 996.88 70.00 18936 1.94 860.00 996.86 59.18 18938 2.10 860.00 996.86 59.18 18950 3.35 750.00 1000.93 108.51 18956 1.48 715.00 1001.06 123.70 18958 34.07 745.00 1000.93 110.67 18962 6.16 765.00 1000.93 102.02 18978 6.20 705.00 778.29 31.69 18980 2.75 705.00 778.29 31.69 18996 6.52 810.00 1004.60 84.15 19022 0.80 920.00 1007.59 37.88 19026 7.78 635.00 778.11 61.89 19028 0.17 1145.00 1216.23 30.80 19030 1.20 1145.00 1215.94 30.68 NODE ID DEMAND ELEVATION HEAD PRESSURE 19032 7.63 1100.00 1213.92 49.26 19040 3.00 630.00 780.01 64.87 19042 0.03 515.00 790.21 119.01 19044 0.00 458.26 793.22 144.85 19046 0.00 1203.00 1221.98 8.21 19048 0.00 1000.00 1231.05 99.92 19050 14.65 1110.00 1222.80 48.78 19052 3.47 1000.00 1024.50 10.59 19056 0.00 722.00 1030.61 133.45 19058 0.60 1040.00 1210.90 73.90 19060 5.88 960.00 1212.31 109.11 19064 17.20 640.00 796.63 67.73 19066 5.03 515.00 780.20 114.68 19068 0.55 515.00 780.29 114.72 19070 2.30 480.00 681.37 87.08 19072 0.35 465.00 681.81 93.75 19076 2.55 685.00 1005.01 138.38 19078 3.52 710.00 1005.02 127.57 19080 6.32 710.00 1005.55 127.80 19082 0.57 710.00 1005.55 127.81 19084 5.65 720.00 1007.43 124.30 19086 2.22 700.00 1007.72 133.07 19088 4.65 627.75 778.51 65.19 19092 4.82 1425.00 1784.47 155.45 19094 0.00 1205.00 1403.74 85.94 19096 0.00 770.00 775.27 2.28 19098 0.00 770.00 1008.37 103.08 19100 0.00 770.00 819.44 21.38 19102 0.25 1000.00 1024.48 10.59 19104 0.00 1203.00 1235.85 14.21 19106 0.00 1203.00 1430.93 98.57 19108 0.00 1380.00 1403.96 10.36 19110 0.00 1380.00 1716.31 145.43 19112 0.00 775.00 803.10 12.15 19114 0.00 770.00 781.85 5.13 19116 0.00 1000.00 1016.19 7.00 19118 0.45 1000.00 1231.73 100.21 19120 0.00 1210.00 1220.53 4.55 19122 0.00 1380.00 1574.94 84.30 19124 0.00 1384.00 1575.95 83.01 19126 0.00 1384.00 1400.30 7.05 19128 0.00 1560.00 1565.78 2.50 19132 22.17 595.00 778.05 79.16 19134 2.76 740.00 1004.16 114.23 19136 2.51 730.00 777.77 20.66 19138 0.00 730.00 777.77 20.66 NODE ID DEMAND ELEVATION HEAD PRESSURE 19140 0.00 730.00 1004.13 118.54 19142 1.27 705.00 1002.26 128.54 19144 0.00 451.35 467.51 6.99 19146 0.00 464.55 823.24 155.11 19148 0.08 451.35 467.58 7.02 19150 0.00 464.55 793.47 142.23 19152 0.00 723.00 1030.62 133.02 19154 0.00 730.00 1030.62 130.00 19156 0.00 730.00 1030.62 130.00 19158 0.00 470.00 776.97 132.75 19166 2.63 1160.00 1217.46 24.85 19168 5.17 620.00 778.04 68.34 19170 3.25 630.00 778.01 64.00 19172 9.95 615.00 777.99 70.48 19174 0.00 630.00 778.05 64.02 19176 2.75 940.00 1211.72 117.50 19180 14.33 1519.00 1743.80 97.21 19182 11.83 1530.00 1742.01 91.68 19184 10.33 1549.00 1741.92 83.42 19186 9.02 1549.00 1741.79 83.37 19188 0.00 1570.00 1741.77 74.28 19190 12.87 1508.00 1741.88 101.14 19192 4.79 1469.00 1741.77 117.96 19194 6.42 1536.00 1741.73 88.97 19196 5.72 1582.00 1741.93 69.16 19198 2.38 1605.00 1741.92 59.21 19200 4.03 1606.00 1741.87 58.75 19202 2.02 1558.00 1741.80 79.48 19204 21.95 1598.00 1741.87 62.22 19206 2.55 1614.00 1741.85 55.29 19208 24.33 1560.00 1742.37 78.86 19210 13.09 1517.00 1741.87 97.24 19212 13.48 1494.00 1741.76 107.14 19214 17.39 1538.00 1741.72 88.10 19216 10.55 1539.00 1741.73 87.67 19218 18.90 1583.00 1741.85 68.69 19220 4.76 1553.00 1741.80 81.64 19222 19.73 1583.00 1741.91 68.72 19224 7.75 1565.00 1741.91 76.50 19226 1.50 1607.00 1741.83 58.31 19228 15.23 1579.00 1741.83 70.41 19230 19.10 1629.00 1741.81 48.78 19232 15.95 1648.00 1741.80 40.56 19238 5.22 1643.00 1742.03 42.82 19240 7.92 1644.00 1742.01 42.38 19242 5.95 1637.00 1741.99 45.40 NODE ID DEMAND ELEVATION HEAD PRESSURE 19264 6.04 1629.00 1741.95 48.84 19266 4.42 1611.00 1741.92 56.62 19268 4.08 1626.00 1741.95 50.14 19274 9.28 1629.00 1742.04 48.88 19276 3.35 1602.00 1742.04 60.56 19284 6.47 1615.00 1742.09 54.96 19286 8.48 1605.00 1742.09 59.28 19292 5.20 1607.00 1741.82 58.30 19308 4.07 1541.00 1741.84 86.85 19310 6.07 1533.00 1741.83 90.31 19316 46.17 1475.00 1741.73 115.34 19318 23.55 1593.00 1741.84 64.36 19352 7.57 1517.00 1742.83 97.66 19368 47.28 1505.00 1741.76 102.38 19372 3.68 720.00 1007.13 124.17 19374 2.85 680.00 1007.25 141.51 19376 3.60 895.00 1008.67 49.16 19378 1.57 990.00 1212.65 96.28 19380 3.19 535.00 776.94 104.62 19382 8.82 640.00 777.24 59.35 19384 2.35 1090.00 1211.17 52.40 19386 1.45 865.00 996.84 57.01 19388 23.08 880.00 996.83 50.52 19390 1.73 1225.00 1428.02 87.79 19392 0.87 1280.00 1647.86 159.08 19394 1.67 1150.00 1395.33 106.09 19396 7.74 745.00 1000.94 110.68 19398 4.13 750.00 1000.93 108.51 19400 40.88 515.00 776.86 113.24 19402 4.09 570.00 777.45 89.71 19404 0.00 480.00 682.19 87.43 19406 0.00 480.00 689.69 90.68 19408 1.55 1205.00 1403.71 85.93 19410 0.60 1205.00 1403.76 85.95 19412 9.50 678.00 783.83 45.76 19414 3.17 568.02 778.26 90.91 19416 3.59 682.00 1007.60 140.80 19420 7.45 692.00 778.10 37.23 19422 0.87 648.00 781.09 57.55 19424 100.20 695.00 781.99 37.62 19426 0.63 695.00 1007.46 135.12 19428 0.00 710.00 781.63 30.98 19430 4.72 873.00 998.56 54.30 19432 5.95 1110.00 1209.26 42.92 19434 3.80 1105.00 1212.95 46.68 19436 10.60 1265.00 1569.16 131.53 NODE ID DEMAND ELEVATION HEAD PRESSURE 19438 5.53 1450.00 1784.47 144.64 19440 0.00 770.00 781.90 5.15 19450 0.00 730.00 743.54 5.86 19466 0.00 770.00 775.37 2.32 19468 19.66 710.00 782.32 31.27 19470 12.78 900.00 1003.83 44.90 19472 0.38 900.00 1003.83 44.90 19474 1.27 705.00 778.29 31.69 19476 0.77 785.00 998.88 92.49 19478 7.80 790.00 1007.91 94.23 19484 1.35 1256.47 1417.99 69.85 19486 0.00 1580.00 1784.61 88.48 19488 21.73 490.00 776.99 124.10 19492 31.52 710.00 782.36 31.29 19494 0.00 710.00 782.20 31.22 19496 0.00 710.00 782.11 31.18 19498 0.95 805.00 1007.62 87.62 19500 2.88 905.00 1001.26 41.62 19502 3.22 797.00 1001.77 88.55 19508 0.00 632.50 777.96 62.90 19510 0.00 785.00 1004.37 94.86 19512 6.35 740.00 814.46 32.20 19514 0.00 1060.00 1212.15 65.79 19516 1.02 1142.97 1423.46 121.29 19518 0.94 1142.97 1423.45 121.29 19520 1.88 1095.00 1210.87 50.11 19522 7.98 994.00 1210.92 93.80 19524 1.63 926.00 1208.93 122.35 19526 0.70 1068.00 1209.11 61.02 19528 0.20 1028.00 1211.19 79.22 19530 2.03 1195.00 1411.35 93.56 19534 9.50 1279.00 1648.58 159.82 19536 6.60 720.00 1004.24 122.92 19538 1.05 1152.00 1395.33 105.22 19540 5.07 1282.20 1646.98 157.74 19542 2.86 1400.00 1711.03 134.50 19544 0.25 1510.00 1702.21 83.12 19546 0.00 1380.00 1716.22 145.39 19548 1.50 1275.00 1648.60 161.56 19550 0.00 710.00 1003.93 127.11 19552 0.00 710.00 998.33 124.68 19554 1.05 719.00 778.17 25.59 19556 0.00 1165.00 1403.21 103.01 19558 5.22 915.00 1015.05 43.26 19560 8.70 895.00 1024.81 56.14 19562 1.57 955.00 1212.08 111.17 NODE ID DEMAND ELEVATION HEAD PRESSURE 19564 1.45 965.00 1212.09 106.85 19566 1.79 575.00 779.63 88.49 19568 0.00 715.00 998.33 122.52 19570 3.02 1203.00 1430.41 98.34 19572 1.05 515.00 779.70 114.47 19576 0.28 795.00 1007.62 91.94 19578 0.00 795.00 1007.62 91.94 19580 1.30 1140.00 1426.77 124.01 19582 0.00 995.00 1212.65 94.12 19584 10.75 995.00 1016.36 9.24 19586 0.00 1000.00 1016.23 7.02 19588 0.00 1000.00 1016.23 7.02 19590 23.57 695.00 1004.08 133.66 19592 2.20 1344.00 1649.01 131.90 19600 0.61 1285.00 1648.74 157.30 19602 2.20 1285.00 1648.73 157.29 19604 2.20 1280.00 1648.22 159.23 19606 4.00 1285.00 1647.53 156.77 19610 2.10 1275.00 1530.37 110.43 19612 11.85 565.00 777.00 91.68 19614 11.55 595.00 777.06 78.73 19618 3.18 900.00 1014.56 49.54 19620 0.00 770.00 781.90 5.14 19622 4.47 1400.00 1569.16 73.15 19624 2.11 1228.00 1425.60 85.45 19626 8.65 1240.00 1408.64 72.92 19628 5.60 1295.00 1648.82 153.01 19630 0.55 1480.00 1784.47 131.66 19632 3.92 1252.00 1569.18 137.16 19634 0.75 1390.00 1647.06 111.16 19636 5.43 1303.00 1402.30 42.94 19638 0.84 1110.00 1214.37 45.13 19640 2.77 605.00 778.10 74.85 19642 4.18 577.39 779.92 87.58 19644 4.35 1060.00 1236.78 76.44 19646 1.25 1089.00 1213.13 53.68 19648 4.45 695.00 776.74 35.35 19650 7.05 905.00 1211.13 132.38 19652 5.70 919.00 1211.26 126.38 19654 4.59 536.00 779.14 105.14 19656 8.91 691.00 780.43 38.67 19658 0.80 906.00 1007.58 43.93 19660 0.00 675.00 781.56 46.08 19668 4.50 1241.00 1411.41 73.69 19670 0.00 474.50 467.59 -2.99 19672 0.00 410.00 467.59 24.90 NODE ID DEMAND ELEVATION HEAD PRESSURE 19676 5.28 460.00 467.59 3.28 19678 7.19 515.00 779.95 114.57 19680 11.32 495.00 806.95 134.90 19682 0.00 485.00 785.68 130.03 19684 0.00 485.00 778.92 127.10 19686 0.30 525.00 779.52 110.06 19688 5.20 530.00 779.53 107.91 19690 4.61 565.00 778.33 92.25 19692 0.00 465.00 681.81 93.75 19694 4.67 720.00 777.70 24.95 19696 15.93 593.87 786.68 83.38 19710 1.22 520.00 779.14 112.06 19712 2.70 950.00 1024.50 32.22 19714 0.50 950.00 1015.24 28.21 19722 0.00 475.00 467.59 -3.20 19724 0.00 410.00 410.00 0.00 19726 3.80 655.00 778.12 53.24 19728 0.80 730.00 1002.96 118.04 19730 1.05 625.00 778.10 66.20 19732 0.31 925.00 1212.51 124.33 19734 2.45 500.00 779.52 120.87 19736 2.71 690.00 997.30 132.88 19738 2.78 955.00 1212.10 111.18 19740 1.83 1025.00 1212.79 81.21 19742 1.85 1060.00 1210.87 65.24 19744 0.52 565.00 777.57 91.92 19746 0.08 930.00 1211.96 121.93 19748 0.38 930.00 1211.97 121.93 19750 0.00 410.00 467.59 24.90 19752 5.85 1255.00 1402.37 63.73 19754 10.73 1250.00 1403.35 66.31 19756 1.20 1250.00 1402.34 65.87 19758 11.42 1250.00 1403.13 66.22 19760 3.10 1245.00 1402.30 68.02 19762 4.63 1245.00 1403.09 68.36 19764 1.77 1250.00 1402.30 65.86 19766 7.05 1250.00 1403.07 66.19 19768 0.00 555.00 776.54 95.80 19770 0.00 550.00 776.54 97.96 19772 0.00 555.00 776.54 95.80 19778 0.00 480.00 793.24 135.46 19800 0.00 485.00 793.24 133.29 19802 0.00 480.00 793.24 135.46 19806 0.00 485.00 793.24 133.29 19810 0.00 485.00 793.24 133.29 19822 0.00 480.00 681.10 86.96 NODE ID DEMAND ELEVATION HEAD PRESSURE 19846 0.00 475.00 681.15 89.15 19848 0.00 480.00 681.14 86.98 19860 0.00 475.00 681.17 89.16 19862 0.00 480.00 681.15 86.98 19864 0.00 480.00 681.15 86.99 19866 0.00 480.00 681.15 86.99 19872 0.03 480.00 681.10 86.96 19874 0.00 480.00 681.20 87.01 19886 0.00 480.00 681.17 86.99 19888 0.00 480.00 681.10 86.96 19894 0.00 480.00 681.11 86.97 19896 0.00 480.00 681.21 87.01 19902 0.00 480.00 681.12 86.97 19918 0.00 520.00 776.73 111.02 19922 0.00 535.00 776.60 104.48 19926 0.00 530.00 776.66 106.66 19930 0.00 545.00 776.54 100.13 19932 0.00 535.00 776.60 104.48 19936 0.00 540.00 776.54 102.29 19940 0.00 550.00 776.54 97.96 19946 96.28 550.00 773.55 96.67 19954 0.00 560.00 776.54 93.64 19966 0.69 560.00 776.54 93.64 19968 0.00 1072.00 1367.57 127.82 19970 1.15 1040.00 1385.19 149.27 19976 0.00 693.00 898.70 88.95 19978 0.00 682.00 898.67 93.70 19980 0.00 692.00 898.69 89.38 19982 0.09 679.00 898.66 94.99 19984 1.73 685.00 898.65 92.39 19986 0.16 673.00 898.66 97.58 19990 0.85 691.00 898.65 89.79 19992 1.13 670.00 898.64 98.87 19994 11.71 668.00 898.64 99.74 19996 2.02 670.00 898.64 98.87 19998 15.71 664.00 898.63 101.46 20002 3.02 656.00 898.64 104.93 20028 0.35 671.00 898.66 98.45 20030 1.40 671.00 898.66 98.45 20056 0.00 696.90 898.71 87.27 20062 0.08 743.00 898.70 67.33 20066 0.00 706.10 898.59 83.24 20068 20.85 694.00 898.59 88.47 20070 1.53 733.00 898.59 71.61 20080 0.00 698.00 898.71 86.79 20086 0.04 745.00 898.70 66.46 NODE ID DEMAND ELEVATION HEAD PRESSURE 20094 0.00 731.00 898.59 72.47 20096 24.28 713.00 898.59 80.25 20098 0.00 734.60 898.59 70.92 20100 0.00 749.00 898.59 64.69 20106 0.69 734.00 898.59 71.17 20110 0.35 733.00 898.59 71.61 20112 13.81 720.00 898.59 77.23 20122 0.47 714.00 898.70 79.87 20124 0.00 735.00 898.70 70.79 20126 3.12 720.40 898.59 77.06 20128 0.00 727.00 898.60 74.20 20132 0.00 737.00 898.60 69.88 20152 0.00 729.00 898.60 73.34 20154 0.00 730.00 898.60 72.91 20156 0.00 729.00 898.60 73.34 20162 0.00 709.00 898.70 82.03 20164 0.00 709.00 898.70 82.03 20174 0.00 716.00 898.70 79.00 20176 0.00 711.00 898.70 81.17 20178 0.00 718.00 898.70 78.14 20180 0.00 712.00 898.70 80.73 20190 0.00 711.00 898.70 81.17 20222 0.12 748.00 898.70 65.17 20254 52.09 465.00 681.29 93.53 20256 34.65 465.00 681.27 93.52 20258 0.00 480.00 681.10 86.96 20260 0.00 480.00 681.11 86.97 20262 58.65 480.00 680.96 86.90 20264 0.00 480.00 681.13 86.97 20266 0.00 480.00 681.22 87.02 20268 1.03 480.00 681.21 87.01 20270 0.00 475.00 681.17 89.16 20272 0.00 475.00 681.15 89.14 20274 9.28 480.00 681.26 87.03 20276 6.84 480.00 681.36 87.08 20278 0.00 485.00 776.90 126.23 20280 19.22 470.00 681.30 91.38 20282 0.00 530.00 776.66 106.66 20284 0.00 520.00 776.73 111.02 20332 0.00 732.00 1030.61 129.13 20342 3.83 1049.00 1211.16 70.12 20344 1.70 1250.00 1648.66 172.39 20346 0.92 490.00 779.49 125.18 20348 1.34 480.00 779.45 129.49 20350 1.13 484.00 778.82 127.49 20352 1.66 488.00 778.82 125.76 NODE ID DEMAND ELEVATION HEAD PRESSURE 20354 0.64 510.00 779.50 116.54 20358 0.52 750.00 1007.50 111.35 20360 2.40 750.00 1007.49 111.35 20362 1.17 893.00 1211.65 137.80 20364 1.80 893.00 996.80 44.89 20366 1.15 1601.00 1741.85 60.91 20532 0.00 1205.00 1403.73 85.94 20534 5.35 1205.00 1403.71 85.93 20536 0.00 775.00 781.34 2.74 20538 0.00 775.00 803.10 12.15 20540 0.00 770.00 795.10 10.85 20542 0.00 770.00 819.50 21.41 20544 0.00 770.00 781.90 5.15 20546 0.00 770.00 775.34 2.31 20548 1.50 1520.00 1566.03 19.91 20550 0.00 1203.00 1235.26 13.95 20552 2.42 1145.00 1236.33 39.50 20714 0.00 740.00 819.48 34.37 20716 0.00 775.00 803.10 12.15 20724 0.00 704.00 1014.73 134.37 20742 0.17 1365.00 1746.97 165.17 20744 0.00 1380.00 1425.36 19.61 20746 0.00 1380.00 1747.69 159.00 20758 0.00 1400.00 1745.37 149.35 20772 14.76 485.00 793.24 133.29 20776 0.00 1570.00 1741.77 74.28 20780 0.00 485.00 793.24 133.29 20782 2.43 720.00 778.17 25.16 20784 0.85 730.00 778.15 20.82 20786 4.26 735.00 778.14 18.66 20790 0.13 685.00 778.39 40.39 20794 2.95 670.00 778.10 46.75 20796 0.50 705.00 778.14 31.63 20798 0.30 705.00 778.14 31.63 20802 2.25 1090.00 1211.17 52.40 20804 3.45 1085.00 1211.19 54.57 20808 1.90 1090.00 1211.26 52.44 20810 1.63 1080.00 1211.45 56.84 20812 0.17 1080.00 1211.61 56.91 20814 0.08 1090.00 1211.17 52.40 20816 0.28 1080.00 1211.61 56.91 20818 0.00 485.00 776.97 126.26 20820 0.00 485.00 793.24 133.29 20836 0.00 485.00 682.52 85.41 20846 1.15 1435.00 1652.42 94.02 20858 0.45 1245.00 1430.41 80.18 NODE ID DEMAND ELEVATION HEAD PRESSURE 20868 0.22 1090.00 1213.90 53.58 20872 8.40 1090.00 1225.99 58.81 20876 0.15 730.00 747.06 7.38 20878 0.00 1435.00 1741.76 132.65 20884 6.35 1025.00 1229.07 88.25 20886 2.50 1140.00 1236.35 41.66 20888 2.68 615.00 776.87 70.00 20890 0.40 1325.00 1402.31 33.43 20892 4.97 1183.00 1403.10 95.18 20894 4.45 1085.00 1210.70 54.36 20896 5.25 1320.00 1647.04 141.42 20898 2.67 1135.00 1396.61 113.13 20900 0.57 602.00 778.18 76.19 20902 1.70 874.00 1004.94 56.62 20906 1.70 605.00 777.26 74.49 20908 0.92 620.50 777.22 67.77 20910 1.08 624.50 777.30 66.08 20912 0.82 489.50 779.49 125.40 20914 2.65 532.50 779.57 106.84 20916 1.25 592.00 778.34 80.58 20918 3.89 608.50 778.33 73.44 20920 4.15 585.00 778.41 83.64 20922 2.80 788.00 998.12 90.86 20924 0.00 777.00 998.51 95.79 20926 2.80 782.00 997.79 93.32 20928 3.63 887.00 1007.72 52.20 20930 0.57 887.00 1010.32 53.33 20932 1.75 871.00 1006.29 58.50 20934 1.77 723.00 1007.11 122.86 20936 3.29 730.00 1006.86 119.72 20938 1.00 699.00 1007.23 133.29 20940 0.29 718.00 898.59 78.09 20942 0.00 722.00 898.59 76.36 20944 0.00 730.00 1030.62 130.00 20946 0.35 865.00 1007.68 61.70 20948 3.63 1035.00 1211.15 76.17 20950 3.15 945.00 1209.34 114.31 20952 4.78 1235.00 1414.56 77.65 20954 4.05 1263.00 1414.92 65.70 20956 0.95 1217.00 1416.23 86.15 20958 6.60 1389.00 1569.15 77.90 20960 1.35 1345.00 1569.17 96.94 20962 4.67 1365.00 1647.05 121.97 20964 8.25 1347.00 1647.04 129.75 20966 2.45 1447.00 1784.47 145.93 20968 0.00 1476.00 1784.48 133.40 NODE ID DEMAND ELEVATION HEAD PRESSURE 20970 0.00 666.42 898.61 100.41 20972 12.10 668.60 898.61 99.46 20974 0.00 684.30 898.59 92.67 20976 12.45 683.10 898.59 93.18 20978 0.00 703.00 898.59 84.58 20980 17.24 710.00 898.59 81.55 20982 1.68 645.00 898.61 109.67 20988 54.65 904.00 1030.06 54.51 20992 0.44 754.00 1030.13 119.41 20994 0.00 740.00 898.59 68.58 20998 2.55 1392.00 1711.16 138.02 21000 7.08 690.50 898.59 89.98 21002 0.00 476.00 684.71 90.26 21004 0.00 730.00 1030.62 130.00 21006 0.00 730.00 743.50 5.84 21008 0.00 730.00 743.50 5.84 21010 0.00 730.00 1030.62 130.00 21012 0.00 730.00 1030.62 130.00 21014 0.00 730.00 1030.62 130.00 21016 0.00 730.00 743.50 5.84 21018 0.00 730.00 743.50 5.84 21020 0.00 730.00 1030.62 130.00 21022 0.00 730.00 743.50 5.84 21024 0.00 730.00 1030.62 130.00 21026 0.00 730.00 743.50 5.84 21028 0.00 730.00 743.50 5.84 21030 0.00 730.00 1030.62 130.00 21032 0.00 730.00 1030.62 130.00 21034 0.00 730.00 1030.62 130.00 21036 0.00 730.00 1030.62 130.00 21038 0.00 730.00 743.50 5.84 21040 0.00 730.00 743.50 5.84 21042 0.00 730.00 743.50 5.84 21044 0.00 730.00 743.50 5.84 21046 2.65 578.00 779.46 87.12 21048 7.66 533.00 778.99 106.37 21050 1.75 1000.00 1212.55 91.91 21066 0.17 925.95 1211.79 123.61 21072 2.16 1130.00 1422.56 126.51 21074 1.75 1178.11 1422.30 105.60 21076 1.76 1150.00 1422.30 117.75 21078 1.35 1182.21 1422.24 103.79 21080 1.32 1205.59 1422.20 93.67 21082 1.57 1212.02 1422.20 90.89 21084 1.57 1173.15 1422.30 107.74 21086 1.05 1185.54 1422.24 102.36 NODE ID DEMAND ELEVATION HEAD PRESSURE 21088 0.57 1199.25 1422.20 96.41 21090 2.88 1213.70 1422.20 90.16 21092 3.85 1325.00 1553.28 98.72 21094 1.15 1330.00 1553.28 96.55 21096 1.10 1277.44 1646.98 159.80 21098 1.08 1270.72 1646.98 162.71 21100 1.85 1262.43 1646.98 166.29 21102 0.77 1286.29 1646.98 155.97 21104 0.00 1131.86 1213.59 35.34 21106 0.00 1128.66 1215.43 37.52 21108 1.15 943.87 1211.64 115.79 21110 4.45 946.68 1211.64 114.58 21112 16.36 500.00 779.38 120.81 21114 0.80 486.67 779.37 126.57 21116 0.00 500.00 779.38 120.81 21118 0.00 500.00 779.38 120.82 21120 0.00 500.00 779.38 120.82 21122 0.00 500.00 779.40 120.82 21124 32.71 500.00 779.40 120.82 21126 0.00 500.00 779.68 120.94 21128 5.45 1274.50 1433.14 68.60 21130 0.80 1224.17 1431.83 89.80 21132 7.85 1250.00 1430.41 78.02 21134 0.13 1250.00 1429.83 77.76 21136 0.00 730.00 1430.40 302.88 21138 0.00 1250.00 1429.83 77.77 21140 0.00 1300.00 1429.83 56.14 21142 0.00 1046.92 1236.54 82.00 21148 0.00 730.00 1212.56 208.67 21150 0.00 900.00 1213.77 135.69 21152 0.00 1052.84 1359.54 132.62 21154 0.00 1053.52 1359.54 132.33 21158 0.00 900.00 1220.32 138.52 21160 0.00 1029.87 1235.28 88.83 21162 0.00 1027.43 1235.35 89.91 21164 0.00 1026.97 1235.39 90.12 21168 0.00 1027.20 1235.57 90.11 21170 0.00 1012.63 1235.71 96.47 21172 0.00 900.00 1215.93 136.62 21174 0.00 900.00 1217.74 137.40 21176 0.00 900.00 1214.48 135.99 21178 0.00 850.00 1221.19 160.52 21180 0.00 887.22 1218.93 143.44 21182 0.00 842.39 1221.87 164.10 21184 0.00 850.00 1222.15 160.93 21186 0.00 850.00 1223.07 161.33 NODE ID DEMAND ELEVATION HEAD PRESSURE 21188 0.00 850.00 1223.38 161.46 21190 0.00 850.00 1224.05 161.75 21192 0.00 850.00 1224.55 161.97 21194 0.00 874.53 1225.28 151.67 21196 0.00 900.00 1227.00 141.40 21198 0.00 900.00 1228.69 142.13 21200 0.00 957.33 1230.53 118.14 21202 0.00 985.19 1232.22 106.82 21204 0.00 1000.00 1233.61 101.02 21206 0.00 1026.53 1235.42 90.33 21208 0.00 900.00 1220.32 138.52 21210 0.00 900.00 1220.32 138.52 21216 0.00 923.79 1220.32 128.23 21218 0.00 1041.36 1236.25 84.28 21220 0.00 1034.78 1235.91 86.97 21222 0.00 1041.04 1236.27 84.43 21224 0.00 1033.83 1235.95 87.40 21226 0.00 1033.37 1235.95 87.60 21228 0.00 1000.00 1235.71 101.93 21230 0.00 850.00 1224.60 161.99 21232 0.00 850.00 1223.78 161.64 21234 0.00 730.00 1220.32 212.03 21236 0.00 1122.31 1213.16 39.28 21238 0.40 1122.67 1411.19 124.77 21240 1.42 1109.95 1213.16 44.63 21242 2.03 1127.03 1411.19 122.88 21244 3.77 1005.00 1211.53 89.31 21246 8.43 960.00 1211.49 108.75 21248 0.00 922.31 1211.89 125.22 21250 2.13 1350.00 1429.83 34.52 21252 0.35 1273.08 1429.83 67.79 21254 0.00 723.00 1030.61 133.02 21256 0.00 723.00 898.75 76.00 21258 0.00 730.00 1030.61 129.99 21260 0.00 730.00 1030.61 129.99 21262 0.00 730.00 898.81 73.00 21264 0.00 730.00 898.81 73.00 21266 0.00 1040.00 1385.63 149.46 21268 0.00 980.00 1212.70 100.63 21272 0.00 695.90 1029.42 144.23 June 17, 2019 | B-1 Appendix B. Fire Flow Projects (provided as separate .pdf file on CD) Potable Water Master Plan Carlsbad Municipal Water District B-2 | June 17, 2019 This page is intentionally blank. Recommendations and Capital Improvement Projects 8-4 CMWD Water Master Plan November 2011- Revised April 2012 Table 8-2 Recommended CMWD Capital Improvements ID No. Zone Project Type Description/Location Units Base Unit Cost Scale factor CIP Cost Phased Cost 2012 2012-2015 2016-2020 2021-2030 F1 330 Pipeline Replacement Replace 6" & 4" PL in Jeanne Pl. to end of cul-de-sac with 8" PL 600 LF $200/LF 1 $120,000 $1,225,000 $1,224,000 F2 446 Pipeline Replacement Replace 6" PL in Nob Hill Dr. to end of cul-de-sac with 8" PL 650 LF $200/LF 1 $130,000 F3 446 Pipeline Replacement Replace 6" PL in Holly Brae Ln & Alder Ave east of Skyline Dr. with 8" PL 890 LF $200/LF 1 $178,000 F5 255 Pipeline Replacement Replace 6" PL in Cynthia Ln & Gregory Dr from Knowles Av to cul-de-sac with 8" PL 710 LF $200/LF 1 $142,000 F6 330 Pipeline Replacement Replace 6" PL in Tamarack Av from Highland Dr west to Adair St, and in Adair St to cul-de- sac with 8" PL 1250 LF $200/LF 1 $250,000 F7 330 Pipeline Replacement Replace 6" PL in Highland Dr. from Yourell Av to Ratcliff with 8" PL 700 LF $200/LF 1 $140,000 F8 580 New Fire Hydrant Connection Switch supply for Calavera Rec. Center hydrants from 580 to 446 Zone to obtain storage for increased reliability -- LS -- $38,000 F9 330 Pipeline Replacement Replace 6" in Chestnut Av at Woodland Wy to end of Woodland with 8" PL 560 LF $200/LF 1 $112,000 F10 241 Pipeline Replacement Replace 6" PL in Garfield from Chinquapin Ave to end with 8" PL 850 LF $200/LF 1 $170,000 F11 330 Pipeline Replacement Replace 6" in Arland Rd from Highland to Buena Vista Wy with 8" PL 780 LF $200/LF 1 $156,000 F12 330 Additional Watermain Install parallel pipeline in Highland Dr from Hillside Dr south to Adams street for fire flow & redundancy 3000 LF $200/LF 1 $600,000 F14 680 Emergency Pump New emergency PS at Obelisco Pl/Cir to provide fire flow at 20 psi -- LS -- $113,000 F15 255 Pipeline Replacement Replace 4" PL in Palm Av from Harding St. to Pio Pico Dr (jack pipe across I-5) 500 LF $200/LF 3 $300,000 %%%%ªªPacific OceanAgua Hedionda LagoonBuena VistaLagoonBatiquitos LagoonA¸E L C AM R E ALMELROSECANNONCOLLEGEALGAPALOMAR AIRPORTEL FUERTEFARADAYALICANTETAMARACKPOINSETTIAA V N D A E N C I N A SSUNSET LA COSTAM O N R O E SHADOWRIDGECARLSBAD VILLAGERANCHO SANTA FELA MIRADABATIQUITOSSYCAMORECO RI N T IA D O N N A P A S E O D E L N O R T EMAR VISTAC A R L S B A D V IL L A G EBUSINESS PARKAMBROSIAHIDDEN VALLEYCHESTNUTPLAZABASSWOODMAGNOLIABLACK RAILLIONSHEADPARK CENTERP A L O M A R O A K S KELLYP O N T OCAM DE LAS ONDASRUTHERFORDTOWN GARDENJEFFERSONMARRONLAS FLORESARENALLA COSTA MEADOWSM E L R O SE C A R L S B A D V I L L A G E VISTA WAYTAMARACKG A R F IE L DHIGHLANDMARRONVALLEY POINSETTIAFARADAYR AN C H O SA N TA F E AVIARA¨§^?¸SKIMMER!(10!(8!(7!(17!(21!(34!(F12!(F2!(F5!(19!(2!(F10!(F3!(F9!(F7!(F1!(43!(F6!(22!(25!(50!(47!(48!(48!(51!(40!(46700-20"7 00 -3 0 "!(39330-12"!(55!(52!(F15!(F113 0"330-8"255-8"446-8"EMERGENCYINTERTIE3 3 0 -8 " 3 3 0 -8 "330-8"33 0 -8 "241-8"241-8"4 4 6 -8 "241-8"4 9 0 -1 6 "375-12"490-36"490-36"490-36"5 5 0 -8 "550-8"375-12"375-12"700-12"3 1 8 -1 2 "446-16"FUTUREEMERGENCYINTERTIE(DEVELPOER FUNDED)255-8"3 3 0 -8 "!(R2!(F14!(PS4!(PS3!(PS1!(39!(49!(R2!(R5Eª!(R8!(R3!(R6!(R7!(R1!(R2!(R2!(F8!(R2!(PS2D3ELMELLERYSKYLINESANTA FE IITAPLA COSTAHILA COSTALOMAERKLERESERVOIRMAERKLE TANKSalkPineLapisAyresCannonHiltonBoleroGrosseHaileyMay CoAlga #2EncinasOlympiaMelroseAlga #1CalibriElm TAPWhiptailAlicanteJacksparTerramarTamarackChestnutClearviewBlackrailPoinsettiaTanglewoodRising GlenPalomar OaksPalomar WestCollege WestCollege EastFoxtail LoopUpper FaradayLa GolandrinaRancho PanchoLower FaradayCollege SouthSierra MorenaDonna/BasswoodLaguna RivieraUpper El FuerteLower El FuerteZodiac & UnicornioCamino de Las OndasPoint D North & SouthPoinsettia & El FuerteCWA-5CWA-2CWA-3CWA-412-07-2011 KC-SD Z:\Projects\IS\Carlsbad\100009553_WaterMP\mxd\9553_CIP_Projects_ExB.mxdCMWD Water Master PlanNovember 2011Carlsbad MWDWater District BoundarykjExisting Tank!=Existing Pump StationWater Authority 2nd AqueductTri-Agencies Pipeline (TAP)Questhaven Potable PipelineExisting Pipeline%Existing Water Authority Connection%Future Desal Connection!Pressure Regulating ValveRecommended Improvement ProjectCIP Pipeline Project!=New Pump Station!=Improvement to Existing Pump StationkjImprovement to Existing ReservoirMiscellaneous Facility#*New PRVCMWDRECOMMENDED CAPITAL IMPROVEMENT PROJECTSEXHIBIT B¯1,800FeetRECOMMENDED CMWD CAPITAL IMPROVEMENTSID No.Zone Project Type Description/LocationID No.Zone Project Type Description/LocationF1 330Pipeline ReplacementReplace 6" & 4" PL in Jeanne Pl. to end of cul-de-sac with 8" PLF2 446Pipeline ReplacementReplace 6" PL in Nob Hill Dr. to end of cul-de-sac with 8" PL F3 446Pipeline ReplacementReplace 6" PL in Holly Brae Ln & Alder Ave east of Skyline Dr. with 8" PLF5 255Pipeline ReplacementReplace 6" PL in Cynthia Ln & Gregory Dr from Knowles Av to cul-de-sac with 8" PLF6 330Pipeline ReplacementReplace 6" PL in Tamarack Av from Highland Dr west to Adair St, and in Adair St to cul-de-sac with 8" PLF7 330Pipeline ReplacementReplace 6" PL in Highland Dr. from Yourell Av to Ratcliff with 8" PLF8 580New Fire Hydrant ConnectionSwitch supply for Calavera Rec. Center hydrants from 580 to 446 Zone to obtain storage for increased reliability F9 330Pipeline ReplacementReplace 6" in Chestnut Av at Woodland Wy to end of Woodland with 8" PLF10 241Pipeline ReplacementReplace 6" PL in in Garfield from Chinquapin Ave to end with 8" PLF11 330Pipeline ReplacementReplace 6" in Arland Rd from Highland to Buena Vista Wy with 8" PL F12 330New WatermainInstall parallel pipeline in Highland Dr from Hillside Dr south to Adams street for fire flow & redundancyF14 680Emergency PumpNew emergency PS at Obelisco Pl/Cir to provide fire flow at 20 psiF15 255Pipeline ReplacementReplace 4" PL in Palm Av from Harding St. to Pio Pico Dr (jack pipe across I-5)2 241New WatermainParallel existing 8" PL in Crestview Dr south of El Camino Real for redundancy7 490New Watermain16" PL in College Blvd from intersection with Cannon Rd south to 400' north of El Camino Real; 50% developer funded8 375New Watermain12" PL in future College Blvd, from Cannon Rd south to Badger Ln; 50% developer funded10 490New Watermain36" PL in easement across HMP Preserve from Maerkle Res to College Blvd for supply/redundancy (2003 CIP #s 10 & 11)17 375New Watermain12" PL in Poinsettia Ln from Skimmer Ct to Cassia Rd for looping & D3 Res supply19 550New Watermain8" PL in Aviara Pkwy at Plum Tree north to Mariposa St, then east to Sapphire Dr. for redundancy21 700New PRS & WatermainPRS at El Fuerte/Corintia & 12" PL in El Fuerte north of Corintia for redundant supply to Zones 680, 580S & 51022 318New Watermain12" PL in Carlsbad Blvd from Avenida Encinas south to CMWD boundary for redundancy & SDWD interconnection25 375New Watermain12" PL in Poinsettia Ln, from El Camino Real to Skimmer Ct for supply/redundancy34 255Interconnect UpgradeReplacement of valves, pipe, and meter for the Oceanside Intertie at ECR/SH7838 --Corrosion ControlDesign & construct PL corrosion control improvements - multiple locations39 --New PRS or WatermainNew PRS or 241 Zone pipeline to reduce pressures in Kelly Ranch Village "E"40 446New Watermain16" main through Robertson Ranch to replace the "B" line; CMWD pays for upsizing from 12" to 16"41 --Misc Valve ReplacementsRepair/replace broken valves at various locations43 241Pipeline/Road ReplacementReplace failed PL & repair roadway in Park Dr. from Adams to 200' south of Cove Dr.44 -- PRS Rehab Assess & repair or upgrade 5 PRSs 45 -- New IntertiesConstruct 4 new interties with adjacent water agencies for emergency supply46 --Hydroelectric EnergyMove CWA #1 PRS downstream near CMWD boundary & Install hydroelectric turbines47 700Water QualityNew 30" inlet PL to Santa Fe II Tank (portion of alignment crosses open space)48 --Water Supply Replace or rehab TAP between 1) CWA #3 & Maerkle Res and 2) CWA #4 and 580 Zone at College Blvd49 --Water Supply CWA #5 connection and 30" PL in Business Park Dr. for direct delivery of desalinated seawater 50 --Water QualityNew 20" inlet PL to La Costa Hi Tank from CWA#2 to create separate tank inlet/outlet51 --Groundwater SupplyRancho Carlsbad well water supply facilities53 --Water MP Update2012 Water Master Plan update52 --Groundwater SupplyNew facilities to produce, treat, and deliver groundwater to CMWD from the Mission Basin of the San Luis Rey River.54 --Watermain RelocationsRemove/replace PLs in easements and relocate meters; multiple locations55 330 Water Supply12" PL within Quarry Creek from future intertie with Oceanside to 14" PL in Tamarack Av; CMWD pays for upsizing from 8" to 12"56 --Pipeline ReplacementMiscellaneous Pipeline replacement projectsPS1 580 PS UpgradesInstall standby generator, hydropneumatic tank & jockey pump at Calavera PSPS2 446PS DecommissionAbandon and remove Ellery PS & construct facilities to accommodate a portable PS PS3 330PS DecommissionAbandon and remove Buena Vista PS and 10,000 gallon forebay tankPS4 490 PS UpgradesIncrease capacity of the Maerkle PS to supply the District's ADD from the reservoirR1 700Tank RehabilitationSanta Fe II - Drainage system and crib wall repairsR2 --Steel Tank RehabilitationNew exterior/interior coating & misc appurtenance repairs/replacement at Elm, Skyline, La Costa Lo, Ellery & D3 TanksR3 --Reservoir RehabilitationReplace floating cover for Maerkle ReservoirR4 --Tank RehabilitationMiscellaneous concrete reservoir upgrades, multiple locationsR5 264Tank DecommissionRemove or relocate "E" tank from siteR6 490Hydroelectric EnergyNew hydroelectric PRS at Maerkle Reservoir R7 490Reservoir RehabilitationMiscellaneous facility improvements at Maerkle Reservoir. R8 --Reservoir RehabilitationLake Calavera - replacement of outlet tower valves & piping; re-grade reservoir bottom