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CT 15-08; STORM WATER MANATEMENT PLAN; 2016-02-03
REPORT ORIGINALLY APPROVED 02/03/157: . FOR REFERENCE ONLY CITY OF CARLSBAD PRIORITY DEVELOPMENT PROJECT Carlsbad Ranch PA 5, Phase Ill Carlsbad, California STORM WATER MANAGEMENT PLAN SWMP 15-19 DATED February 3, 2016 CT 15-08, SDP 03-02(A), CDP 03-04(A), CUP 03-01(A), PUD 15-16 DWG 428-91-1 PREPARED FOR GRAND PACIFIC CARLSBAD, L.P. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 (760) 431-8500 Prepared by: ROBERT D. DENTINO LAND PLANNING. ENGINEERING.SURVEYING 440 State Place Escondido, CA 92029 Phone: 760-745-8118 Fax: 760-745-1890 RECEIVED AUG 27 2020 LAND DEVELOPMENT Preparation Date: ENGINEERING 02-03-2016 A / SEE EXHIBIT 1 CONSTRUCTION CHANGEA2 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 TABLE OF CONTENTS Project Description 1.1 Project Existing and Vicinity Map 1.2 Project Stormwater Quality Determination 1.3 Proposed Land use and anticipated activities that would affect Stormwater 1.4 Nearby water bodies, existing storm drain systems Applicable Stormwater Standards 2.1 Completed Storm Water Standard Questionnaires (SWSQ) 2.2 Lawful Prior Compliance 2.3 HMP Identify Pollutant of concern 3.1 Identify Watershed and Hydrologic Unit Contribution Basin and Receiving waters 3.2 Identify pollutants associated with type of Land use 3.3 Beneficial uses of receiving water 3.4 Summary of primary pollutants of concern Source Control Measures 4.1 Description of site activities and potential sources of pollutants 4.2 Complete table showing sources, permanent source control, and operational source control Low Impact Development (LID) design strategies 5.1 Description of site activities and potential sources of pollutants 5.2 Approach to Integrated LID 5.3 Integrated LID Design Operation and Maintenance 6.1 Ownership and Responsibility Attachments Construction Threat Assessment worksheet E-33 and Stormwater Standards Questionnaire (SWSQ) Form E-34 DMA Mapping Single sheet BMP Plan SWMM Modeling to determine LID sizes for Hydro modification Compliance. IJ ADDENDUM K-KJ /9\ Page 1 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 I. Project Description 1.1 Project Description and Vicinity Map The proposed development is located in the City of Carlsbad County of San Diego, CA. The majority of the project is located at the south eastern corner of the intersection of Cannon Road and Grand Pacific Drive, while a small portion of the project is located South West of the aforementioned intersection. The site is currently a graded pad with an existing paved access road. Some portion of graded area is currently being used for agriculture. The grading of the proposed site was completed during phase I of the project. A portion of the proposed project was developed during phase II of the project. The site is approximately 21.160 acres, with 13.337 acres of disturbed area. The proposed development will contain a combination of parking lots/areas, swimming pools, landscaping and dwelling or building areas. Infrastructure will include new storm drain and inlets as well as water and sewer main extensions and new dry utilities runs/extensions to service the lot. During Phase II of the project a portion of the proposed project was permitted (villas 60-64). This project proposes to slightly change the position of villas 60-64 as well as change the size of these buildings. As will be discussed later in this report the impermeable area in the location of these villas will be increased compared to the previously permitted condition. As such, this study address the required treatment needed for the runoff for this additional area along with the portions of the project that have not been previously permitted. The proposed site plan also includes Villa 67, however the building footprint for this building has not changed since it was originally proposed under drawing number 428-9G. The Bio-swale at the south west boundary was designed to treat the runoff for this building. The sizing of this bioswale was not included in this report. Page 2 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP — November 2015 vic:i-y MAP CflY OF OCA'SIDE I ti?fl L C1>1 SC 4AI -n L_ \ I'... •- yi I CITY OF VISTA CIY OF ._-kl SAN MARCOS Nt. C.TY OF ENC NITAS Fig. 1. Vicinity Map 1.2 Project Stormwater Quality Determination Total Project Site Area 21.160 (Acres) Estimated amount of disturbed acreage: 13.337 (Acres) Amount of impervious surface on your project before and after construction. Total size of project site: 21.160 (Acres) Total impervious area (including roof tops) before construction 1.170 (Acres) Total impervious area (including rooftops) after construction 9.180 (Acres) Calculate percent impervious before construction: B/A = 6% Calculate percent impervious after construction: C/A = 43 % 1.3 Proposed Land use and anticipated activities that would affect Stormwater Proposed Land use is Multi-apartment building (time share) and recreation facility. The first flush of storm water will be treated by TCBMP submerged flow through planters and the 100 year-storm event will be over flowing to the catch basins/ grated inlets or flow through planter emergency outlet/weir. Flow through planters are designed to treat storm water pollution and also to detain 10% of 2 to 10 year storm event volume to attenuate the post-development's peak flow to the pre-development's peak flow rate to mimic the existing condition, and attenuate for continuous storm events per HMP requirements. All run-offs will be directed to landscape and/or bio-retention areas before they are released to the public storm drain. Page 3 of 20 Carlsbad Ranch PA 5, Phase III SWMP - November 2015 1.4 Nearby waterbodies and Impaired waterbodies This project is located in the Carlsbad Hydrologic Unit (904.00), the southernmost outfall discharges to the Encinas Hydrologic Watershed (904.40). Receiving water downstream is Canyon De Las Encinas and eventually to Pacific Ocean. The Northern most outfall discharges to The Aqua Hedionda Lagoon watershed (904.30). The Carlsbad Hydrologic Unit is approximately 210 square miles in area extending from the headwaters above Lake Wohlford in the east to Pacific Ocean in the west and from Vista and Oceanside in the north to Solana Beach, Escondido, and the community of Rancho Santa Fe to the south. The proposed project is designed so that it will not significantly alter the drainage pattern on the site. The surface water runoff discharge will not divert from existing conditions. This project will not present any potential threat to erosion or water quality deterioration. II. Applicable Stormwater Standards 2.1. Stormwater Standard Questionnaires (SWSQ) To address post-development pollutants that may be generated from development projects and meet the City of Carlsbad requirements a Stormwater Standard Questioners is completed. Please refer to Attachment A for this completed form. 2.2. Lawful Prior Compliance The Water Quality or Stormwater Management and Maintenance for this portion of the site was covered in the original entitled CEQA Master SWMP document for the entire Carlsbad Ranch, Planning Area No. 5 Site. The referenced CEQA Master SWMP document was dated from July 2004. Consequently, the water quality measures that were outlined in the overall CEQA Master SWMP were constructed under the Phase I portion of the site (Per DWG.NO. 428-9A dated 9-27-2005, and outlined in the SWMP for Phase I, dated May 2005). A number of these measures fall within the footprint of the proposed Phase II portion of the site and were designed to treat some portion of this area. These include: Perimeter Bio-swales, ultimate downstream storm drain outfall pipes as well as off-site detention ponds constructed per adjacent projects (located at Palomar Airport Road). Mass grading for the Phase II area was also performed per permitted plans (DWG. No. 428-9A) and SWMP 11-5. These were all completed in compliance with the original Master CEQA SWMP for the site. This proposed project provides treatment control such as bioretentions to treat potential pollutants, and to control peak runoff and durations. This SWMP for Phase Ill is an addendum to that previously referenced master plan in order to comply with the current LID requirements per the city SUSMP. Depending on whether the project is defined as being under "lawful prior compliance" per the new BMP Design Manual effective December 2015, the storm water treatment and hydro modification design may change at final construction design. Page 4 of 20 Carlsbad Ranch PA 5, Phase III SWMP - November 2015 2.3 Hydromodification This project is subject to the current Hydromodification Management Plan requirements. A downstream channel assessment has not been completed for this project and therefore the low flow threshold utilized for the system analysis is 10% of 2-year storm event (0.1Q2). This will be used as the low flow threshold to meet peak flow frequency and flow duration controls. The high flow threshold is 10% of the 10-year storm event. The Hydromodification and Water Quality calculations were performed utilizing continuous simulation analysis to size the storm water treatment and control facilities. Storm Water Management Model (SWMM) version 5.0 distributed by USEPA is the basis of all calculations within this report. SWMM generates peak flow recurrence frequencies and flow duration series statistics based on an assigned rain gauge for pre-development, unmitigated post-development flows and post-development mitigated flows to determine compliance with the State Water Resources Control Board Order 2009-0009-DWQ and the County wide Model Standard Urban Stormwater Management Plan (SUSMP) and Hydromodification Management Plan (HMP) requirements. The HMP is included in attachment C of this report. Ill. Identify Pollutant of Concern 3.1 Identify Watershed and Hydrologic Unit Contribution Basin And Receiving Waters O San Juan 901 0 Santa Margarita 902 0 San Luis Rey 903 I Carlsbad 904 O San Dieguito 905 0 Penasquitos 906 El San Diego 907 0 Sweetwater 909 O Otay 910 El Tijuana 911 0 Whitewater 719 0 Clark 720 o West Salton 721 0 Anza Borrego 722 El Imperial 723 http://www.waterboards.ca.gov/sandiego/water_issues/programs/basin_plan/index.shtml ceceiving water aownstream Number Name 904.40 Encinas http://www.waterboards.ca.gov/sandiego/water_issues/programs/basin_plan/index.shtml SURFACE WATERS Table 1. Receiving Surface Waters Impairment(s) listed Surface Waters [303(d) listed waters (rivers, creeks, stream, Hydrologic Unit Basin or waters with Distance to Project etc.) Number established TMDLs] Canyon de Las Encinas 904.40 Not listed 0.75 miles Aqua Hedionda Lagoon 904.30 Not listed 0.75 miles Page 5 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 3.2 Identify Pollutants associated with type of Land use As discussed on section 1.2 regarding proposed land use and anticipated activities that would affect Stormwater have the potential to contribute the following pollutants: Trash and Debris - Trash (such as paper, plastic, polystyrene packing foam, and aluminum materials) and biodegradable organic matter (such as leaves, grass cuttings, and food waste) are general waste products on the landscape. The presence of trash and debris may have a significant impact on the recreational value of a water body and aquatic habitat. Excess organic matter can crate a high biochemical oxygen demand in stream and thereby lower its water quality. In addition, in areas where stagnant water exists, the presence of excess organic matter can promote septic conditions resulting in the growth of undesirable organisms and the release of odorous and hazardous compounds such as hydrogen sulfide. Oxygen-Demanding Substances - This category includes biodegradable organic material as well as chemicals that react with dissolved oxygen in water to form other compounds. Proteins, carbohydrates, and Fats are examples of biodegradable organic compounds. Compounds such as Ammonia and Hydrogen sulfide are examples of oxygen-demanding compounds. The oxygen demand of a substance can lead to depletion of dissolved oxygen in a water body and possibly the development of septic conditions. Oil and Grease - Oil and grease are characterized as high-molecular weight organic compounds. Primary sources of oil and grease are petroleum hydrocarbon products, motor products from leaking vehicles, esters, oils, fats, waxes, and high molecular-weight fatty acids. Introduction of these pollutants to the water bodies are very possible due to the wide use and applications of some of these products in municipal, residential, commercial, industrial, and construction areas. Elevated oil and grease content can decrease the aesthetic value of the water body, as well as the water quality. Pathogens— Pathogens (bacteria and viruses) are ubiquitous microorganisms that thrive under certain environmental conditions. Their proliferation is typically caused by the transport of animal or human fecal wastes from the watershed. Water, containing excessive bacteria and viruses can alter the aquatic habitat and create a harmful environment for humans and aquatic life. Also, the decomposition of excess organic wastes causes increased growth of undesirable organisms in the water. Pesticides - Pesticides (including herbicides) are chemical compound commonly used to control nuisance growth or prevalence of organisms. Excessive or improper application of a pesticide may result in runoff containing toxic levels of its active ingredient. Nutrients - Nutrients are in organic substances, such as nitrogen and phosphorus. They commonly exist in the form of mineral salts that are either dissolved or suspended in water. Primary sources or nutrients in urban runoff are fertilizers and eroded soils. Excessive discharge of nutrients to water bodies and streams can cause excessive aquatic algae and plant growth. Such excessive production, referred to as Cultural Eutrophication, may lead to excessive decay of organic matter in the water body, loss of oxygen in the water, release of toxins in sediment, and the eventual death of aquatic organisms. Page 6 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 Metals - the primary source of metal pollution in urban runoff is typically commercially available metals and metal products. Metals of concern include Cadmium, Chromium, Copper, Lead, mercury, and zinc. Lead and chromium have been used as corrosion inhibitors in primer coatings and cooling tower systems. Metals are also raw material components in non-metal products such as fuels, adhesives, paints, and other coatings. At low concentrations naturally occurring in soil, metals may not be toxic. However, at higher concentrations, certain metals can be toxic to aquatic life. Humans can be impacted from contaminated groundwater resources, and bloaccumulation of metals in fish and shellfish. Environmental concerns, regarding the potential for release of metals to the environment, have already led to restricted metal usage in certain applications. Sediments - Sediments are soils or other surficial materials eroded and then transported or deposited by the action of wind, water, ice or gravity. Sediments can increase turbidity, clog fish gills, reduce spawning habitat, lower young aquatic organisms survival rates, smoother bottom dwelling organisms, and suppress aquatic vegetation growth. Table 2 on the next page summarizes the Development's most likely generated types of pollutants. Page 7 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 Table 2. Anticipated and Potential Pollutants Generated by Land Use General Pollutant Categories Priority O,iygen Project Heavy Organic Tmsb& Demanding Ol1& Bactia& Categories Sediment Nutrients Metals Compounds Debris Substances Grease Viruses Pesticides Detached Residential X X x X X Dereoptnent Attached 2ecth1 X X X P(i) P(2) P X Development commercial Development P(i) P(i) X P(2) X P(5) X P(3) P(5) >one acre Heavy x x x x x x Indnsuy Automotire XRepair X X(4)(5) X Shop's Restaurants X X X X P(1) Hillside Development x x x x x x >5,000 1t2 Parking Lots P(1) P(1) X X P(i) X P(1) Retail Gasoline X X x X X Outlets Streets, Hghunys & X P(i) I X(4) I P(5) I I P1) .Freeways 1= arfidpaw P = potenthi (1) Apotemlalpo1utant 1fhadwq=S ests on-sits. ( Apotemialpo]iutantifths p oscthc]udes uneasuredpzkii zeet A potential p ntifhndnse ino1ves food or anhnalunste prodocts. Inc ilsdxocarboJ35. (5)Tchdi vents. Source: SUSMP County of San Diego -January 2011 Page 8 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 Anticipated and Potential Pollutants Using Table 2 above, the anticipated and potential pollutants of this project are the following: Sediments • Trash & Debris Nutrients • Oxygen Demanding Substances Heavy metal • Oil & grease Organic Compounds • Pesticides Bacteria & viruses 3.3 Beneficial uses of receiving water The beneficial uses for the hydrologic unit are included in Table 2 and 3. These tables were extracted from the Water Quality Control Plan for the San Diego Basin. The following are the meaning and descriptions of the acronyms used: lND - Industrial Service Supply: Includes uses of water for industrial activities that do not depend primarily on water quality including, but not limited to, mining, cooling water supply, hydraulic conveyance, gravel washing, fire protection, or oil well re-pressurization. NAV - Navigation: Includes uses of water for shipping, travel, or other transportation by private, military, or commercial vessels. MUN - Municipal and Domestic Supply: Includes uses of water for community, military, or individual water supply systems including, but not limited to, drinking water supply. AGR - Agricultural Supply: Includes uses of water for farming, horticulture, or ranching including, but not limited to, irrigation, stock watering, or support of vegetation for range of grazing. IND - Industrial Services Supply: Includes uses of water for industrial activities that do not depend primarily on water quality including, but not limited to, mining, cooling water supply, hydraulic conveyance, gravel washing, fire protection, or oil well re-pressurization. REC1 - Contact Recreation: Includes uses of water for recreational activities involving body contact with water, where ingestion of water is reasonably possible. These uses include, but are not limited to swimming, wading, water-skiing, skin and SCUBA diving, surfing, white water activities, fishing, or use of natural hot springs. REC2 - Non-Contact Recreation: Includes the uses of water for recreational activities involving I proximity to water, but not normally involving body contact with water, where ingestion of water is reasonably possible. These uses include, but not limited to picnicking, sunbathing, hiking, camping, boating, tide pool and marine life study, hunting, sightseeing, or aesthetic enjoyment in conjunction with the above activities. Page 9 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 COMM - Commercial and Sport Fishing: Includes the uses of water for commercial or recreational collection of fish, shellfish, or other organisms including, but not limited to, uses involving organisms intended for human consumption or bait purposes. BIOL - Preservation of Biological Habitats of Special Significance: Includes uses of water that support designated areas or habitats, such as established refuges, parks, sanctuaries, ecological reserves, or Areas of Special Biological\ Significance (ASBS), where the preservation or enhancement of natural resources requires special protection. EST - Estuarine Habitat: Includes uses of water that support estuarine ecosystems including, but not limited to, preservation or enhancement of estuarine habitats, vegetation, fish, shellfish, or wildlife (e.g., estuarine mammals, waterfowl, shorebirds). RARE - Rare, Threatened, or Endangered Species: Includes uses of water that support habitats necessary, at least in part, for the survival and successful maintenance of plant or animal species established under state or federal law as rare, threatened or endangered. MAR - Marine Habitat: Includes uses of water that support marine ecosystems including, but not limited to, preservation or enhancement of marine habitats, vegetation such as kelp, fish, shellfish, or wildlife (e.g., marine mammals, shorebirds). AQUA - Aquaculture: Includes the uses of water for aquaculture or mariculture operations including, but not limited to, propagation, cultivation, maintenance, or harvesting of aquatic plants and animals for human consumption or bait purposes. MIGR - Migration of Aquatic Organisms: Includes uses of water that support habitats necessary for migration, acclimatization between fresh and salt water, or other temporary activities by aquatic organisms, such as anadromous fish. SPWN - Spawning, Reproduction, and/or Early Development: Includes uses of water that support high quality habitats suitable for reproduction, early development and sustenance of marine fish and/or cold freshwater fish. SHELL - Shellfish Harvesting: Includes uses of water that support habitats suitable for the collection of filter-feeding shellfish (e.g., clams, oysters and mussels) for human consumption, commercial, or sport purposes. WARM - Warm Freshwater Habitat: Includes uses of water that support warm water ecosystems including, but not limited to, preservation or enhancement of aquatic habitats, vegetation, fish or wildlife, including invertebrates. WILD - Wildlife Habitat: Includes uses of water that support terrestrial ecosystems including, but not limited to, preservation and enhancement of terrestrial habitats, vegetation, wildlife, (e.g., mammals, birds, reptiles, amphibians, invertebrates), wildlife water and food sources. Page 10 of 20 S H E L L X Carlsbad Ranch PA 5, Phase lii SWMP - November 2015 INLAND SURFACE WATERS Under the Clean Water Act the state is required to specify appropriate water uses to be achieved and protected. The beneficial use designation of surface waters of the state must take into consideration the use and value of water for public water supplies, protection and propagation of fish, shellfish and wildlife, recreation in and on the water, agricultural, industrial and other purposes including navigation. Inland Surface waters have the following beneficial uses as shown on Table 3 Carlsbad Hydrologic Unit (904.00), Canyon De Las Encinas (904.40) TABLE 3. Beneficial Uses for Inland Surface Waters Hydrologic Unit M I R R W W A Number U N E E A I G N D C C R L R 1 2 M D 904.4 * - 0 X X X - Coastal waters have the following beneficial uses as shown on Table 4 Carlsbad Hydrologic Unit (904.00), Aqua Hedionda (904.30) TABLE 4. Beneficial Uses for Coastal Waters Hydrologic Unit I N R R C B E W R M A M S W Number N A E E 0 I S I A A 0 P A D V C C M 0 T L R R U G W R 1 2 M L D E A R N M 903.1 x x x x x x x x x x GROUND WATER Under the Clean Water Act the state is required to specify appropriate water uses to be achieved and protected. Ground waters in the San Diego Region can have as many as six designated beneficial uses including: (1) municipal and domestic; (2) agricultural; (3) industrial service supply; (4) industrial process supply; (5) ground water recharge; and (6) freshwater replenishment. None of these beneficial uses will be impaired or diminished due to the construction and operation of this project. Carlsbad Hydrologic Unit (904.00), Agua Hedionda Creek (904.31) TABLE 5. Beneficial Uses for Ground Water Hydrologic Unit M A I Number U G N N R D 904.40 x x x * Excepted from Municipal o Potential Beneficial Use x Existing Beneficial Use - Not Applicable Page 11 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 3.4 Summary of primary pollutants of concern This major part of the project is located in the Carlsbad Hydrologic Unit (904.00), Encinas Hydrologic watershed (904.40). Receiving water downstream is Canyon De Las Encinas Creek (904.40) and eventually to Pacific Ocean. The impaired water-bodies is NOT listed in 303(d) 2010 lists. Therefore, the primary pollutants of concern for the project are unknown. The secondary pollutants are sediments, Nutrients, Oxygen Demanding substances, heavy metal, trash, debris, oil and grease and pesticides. IV. Source Control Measures 4.1 Description of site activities and potential sources of pollutants Source control BMPs are structured around the concept of "activities" as experience has shown that with few exceptions one or more of these activities will satisfactorily describe all commercial facilities. Storm Drain Signage Storm drain inlets and access points to natural drainage courses will be marked to discourage illegal dumping, with markings indicating the receiving water by name. Specifically: All storm drain inlets and catch basins within the project area will have a tile or signage placed with prohibited language (such as: 'NO DUMPING - DRAINS TO PACIFIC OCEAN SHORELINE") Signs and prohibited language and /or graphical icons, which prohibit illegal dumping, must be posted at public access points along channels and creeks within the project area. Legibility of tiles and signs must be maintained and tiles must be placed flush with the top of concrete to reduce tripping by pedestrians. Trash and debris from general site hotel/villa use and other sources will be prevented. Prevention is chiefly from the fact that quests or concerned individuals when properly informed of the consequences of irresponsible disposal of thrash and debris will eventually affect our water bodies. Brochures provided by the developer/owner for the renters or tenants as a form of educating all concerned will provide an extra plus to this BMP. Street Sweeping Street sweeping scheduled at appropriate intervals (we recommend a minimum of bi-weekly interval [this is based on economy and approximate accumulation of dirt and sedimentsl, however it is per the discretion of management to schedule this activity for the wellness and ambiance of the hotel/villa) can reduce pollutants that have built up over time and become deposited from vehicles, plants and other vegetations along sidewalks and islands. It is recommended that this BMP be implemented expeditiously or upon completion of paving construction of all internal driveways and parking lots. The following will be minimized: Trash and debris from general site hotel/villa use, and from drivers & pedestrians Sediments and soils contaminated with oils and similar products associated with automobiles. Page 12 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 Landscaping Landscaping of the slopes and other parts of the site will be incorporated into the plans. To expeditiously achieve plant establishment to reduce erosion, landscaping will consist of both native and non-native plants. The irrigation system will be closely monitored to reduce over irrigation and thus protect the manufactured slopes from being destabilized due to over watering and over saturation of the soil. Maintenance of vegetated or landscaped areas (Street sidewalks, street landscaped islands or slopes) and other planted areas should be the responsibility of the owner or corporation handling the property. This owner will develop a schedule and funding scheme when the project is turned over by the contractor/developer to them. TABLE 5. Permanent and Operational source control measures Potential source of runoff pollutants Permanent Source control BMPs Operational source control BMPs 1. On-site storm drain inlets Mark inlets with the words "NO DUMPING!" Maintain periodically repaint or replace inlet markings Include the following in lease agreements: "Tenant shall not allow anyone to discharge anything to storm drains". 2. Refuse areas Roofs/ awnings shall be Maintain and clean periodically provided Prohibit/prevent dumping of Trash storage pad is paved liquid or hazardous wastes. Trash container is walled Signs will be posted on or near dumpsters with the words "Do not dump hazardous materials here" Dumpsters will be handled by hired waste management company 3. Plazas, Park, street and parking Sign with the words "NO Maintain periodically repaint or lot LITTERING", replace sign markings every 6 "TRASH BINS" signs nearby months. trash bins. Street sweeping frequency bi- Covered Trash bins with plastic weekly or no less than that of bag inside located strategically. City of Carlsbad. Street Sweeping. Washwater containing any cleaning agent/degreaser shall be collected and discharge to the sanitary sewer and not discharged to a stormdrain. Page 13 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 4. Pools, Spas, ponds, decorative The pools will be plumbed to Control algae with chlorine or fountains, and other water features. the sanitary sewer and will be sodium bromide made according to local Do not discharge pool water to requirements. a street or storm drain Call local wastewater treatment plant for further guidance on flow rate restrictions. Refer to SC-72 "Fountain and Pool Maintenance". CASQ.A Handbook 5. Landscape/ Outdoor Pesticide use Design landscaping to minimize Maintain landscaping using irrigation and runoff, to surface minimum or no pesticides. promote infiltration Refer to SC-41 Building and Where landscape areas are Grounds Maintenance". CASQA used to retain or detain Handbook. Stormwater, a native Californian saturated soil tolerant vegetation type is used. V. Low Impact Development (LID) Design Strategies 5.1. Description of site activities and potential sources of pollutants To minimize Stormwater-related impacts, the following design principles are applied to the layout of the site: Detain and retain runoff throughout the site This project implements bio-retention basins w/impervious liner with underdrain pipes connected to an existing riser. Bio-retention basins can convey high flows while percolating and treating lower flows. An LID facility must be selected to treat the project pollutants of concern identified in Table 2 "Project Pollutants of Concern". A treatment control facility with high or medium pollutant removal efficiency for the project's most significant pollutant of concern shall be selected. Bioretention facilities provide a high removal efficiency for course sediment, trash and pollutants that associate with fine particles and a medium removal efficiency for pollutants that dissolve following treatment, per table 2-2 and 2-3 of the city SUSMP and Table 6 below. Page 14 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 TABLE 6. Group of Pollutants and relative effectiveness of treatment facilities Infiltration Trash Settling Wet Ponds Facilities Higher- Racks & Bioretention Basins and or Higher- rate Hydra Pollutants of Facilities (Dry Constructed Practices Media rate media -dynamic Vegetated Concern (LID) Ponds) Wetlands (LID) Filters biofllters* filters* Devices Swales Coarse High High High High High High High High High Sediment and Trash Pollutants High High High High High Medium Medium Low Medium that tend to associate with fine particles during treatment Pollutants Medium Low Medium High Low Low Low Low Low that tend to be dissolved following treatment Source: County of San Diego SUSMP - January 2010 5.2. Approach to Integrated LID Optimize the site layout This project is designed to have buildings and circulation to minimize the amount of roofs and paving. Use of Pervious Surfaces and drain impervious area to Engineered Bio-retention Turf associated with landscape is widely used where possible in this project. All impervious areas will drain to one of seven Bio-retention facilities. Bio-retention areas are used as a storm water retaining and treatment facility, and is used to convey 100 year, 6 hour storm flows coming from the site. They bio-retention basins for the project are proposed to be lined with impervious liners. The will contain 4" underdrain pipes with stand pipes with top of grates higher than the bio-swale finish grade. This under drain pipe and the stand pipe configuration will reduce the water level on the bio-swale faster during a large storm events. A detail showing the basic layout of the proposed bio basins is provided below. Page 15 of 20 Carlsbad Ranch PA 5, Phase III SWMP - November 2015 0WRa01Y RISER, SiZE DROIJONT RESiSTANT - PLANTS AS RECOAIENDED PER COuNTY SUSMP VAR/ES fM/N 8/OF1L 1RARW S IMPERWOtIS LINER PER SOILS EN6Y VEEP 'S RECOMMENDA liONS /8 DEPT/I OP — J/ 101-1/2" e PEIFFORA Thu UNDL7?DRA/N CLEAN 6R4 kEZ PIPE IWiN afflar PLATE T)P/CAL 8/0-RETEN11ON BASiN NO SCAlE Drainage Management Areas (DMAs) The entire project area is divided into individual Drainage Management Areas (DMAs). This delineation was done by following grade breaks and roof ridge lines. There are 2 outfalls in the post-development condition: Outfall-A, at the south end of the project - For the post-developed condition runoff will be treated by various bio-retention basins and then will be routed through the existing bio-swale at the South Western portion of the project. The bio-swale (IMP 6) is only sized to treat the existing impermeable surfaces previously installed on the project. Runoff will be routed to the swale for flow mitigation purposes only. Once the flow leaves the swale it will be conveyed to meet the existing public storm drain at the southernmost portion of the project. Outfall-B, to the North East of the Project - Discharge from the site will be diverted into one of two bio- retention basins labelled as IMP 1 and IMP 4. After the runoff is treated by the ponds it will be conveyed directly into the public storm drain in Cannon Rd. Page 16 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 Integrated Management Practice (IMP) All run-offs from impervious surface will be treated by Integrated Management Practice (IMP) facilities. The routing into each bio-retention pond can be found on the BMP site plan exhibit attached to this report and is discussed in the previous section on this report. DIMENSIONS CIRCULAR BOX BIORETENTION BMP ORIFICE! IMPERMEABLE OUTFALL IMP DMA SOIL GRAVEL RISER UPPER SURFACE AREA HMP FLOW LINER? (SQFT) DEPTH DEPTH SIZE ORIFICE PONDING (SQFT) RESTRICTOR (INCHES) (INCHES) (INCHES) B IMP-01 78,937 2,178 18 18 1.00 24 X 24 N/A 24 YES A IMP-02 133,495 3,671 18 18 2.00 24 X 24 N/A 24 YES A IMP-03 190,609 4,508 18 18 1.50 24 X 24 N/A 24 YES B IMP-04 20,419 451 18 18 2.00 18 X 18 N/A 24 YES A IMP-OS 51,980 1,404 18 18 1.50 18 X 18 N/A 24 YES A IMP-06 626,262 13,112 18 18 2.00 24 X 24 N/A 24 YES Existing A IMP-07 5,154 241 18 18 2.00 18x18 N/A 24 YES A IMP-08 20,725 750 18 18 1.00 18x18 N/A 24 YES A summary of the bio-retention pond design can be found in the table above. IMP 7 is designed to treat the increase in impermeable area over the previously approved condition for villas 60-64 even though this portion of the project has not been built as of yet. The summary of this calculation can be seen on the attached BMP Site Plan Exhibit. IMP 6 is the existing bio-swale at the south portion of the project, it is included in this table because it was analyzed in order to show its value in making the project pass hydro mod requirements. This report does not include analysis of the bio-swale concerning water quality treatment. 5.3. Integrated LID Design Will this project be utilizing the unified LID design procedure as described in Section 4 of the Carlsbad SUSMP? (If yes, please document in Attachment 0 following the steps in Section 4 of the Carlsbad SUSMP) I No If the project is not utilizing the unified LID design procedure, please describe how the alternative treatment facilities will comply with applicable LID criteria, storm water treatment criteria, and hydromodification management criteria. Page 17 of 20 Carlsbad Ranch PA 5, Phase III SWMP - November 2015 Indicate the project pollutants of concern (POCs). Table 7. Grouping of Potential Pollutants of Concern (POCs) by fate during stormwater treatment Pollutant Check Project Specific POCs Coarse Sediment and Trash Pollutants that tend to associate with fine particles during treatment Pollutants that tend to be dissolved following treatment Sediment X X Nutrients X X Heavy Metals X Organic Compounds X Trash & Debris X Oxygen Demanding X Bacteria X Oil &Grease X Pesticides X VI. Operation and Maintenance These Stormwater treatment facilities (bio-retention) are as part of the project subject to be verified for effectiveness and proper performance. As discuss in Chapter V section 5.3, these LIDs are identified as follows: Table 8. Project Specific LID and TC-BMPS BMP Final Final Pollutant Construction Construction BMP LID or TC-BMP of Concern Date Inspector Name Identifier* Type Efficiency (to be completed by (to be completed by (H,M,L) - City Inspector) City Table 11 Inspector) IMP 1 Bio-retention H, H, M IMP 2 Bio-retention H, H, M IMP 3 Bio-retention H, H, M IMP 4 Bio-retention H, H, M IMP 5 Bio-retention H, H, M IMP 7 Bio-retention H, H, M IMP 8 Bio-retention H, H, M Maintenance will be under the guidelines as shown in the "STORM WATER MAINTENANCE PLAN" by the City of Carlsbad JURMP. The owners of the proposed development will eventually be responsible for the maintenance and inspection of the Post-Construction BMP's. An approved contractor will be hired to pump or clean any inlet or inline treatment manholes of the trapped stormwater wastes. Said contractor will haul wastes to an approved disposal site. Stormwater sampling and monitoring will be the responsibility of the owners. They will also be responsible in determining the sources and locations of pollution if discovered during sampling and monitoring. The owners will need to assess an annual maintenance and inspection/monitoring fee for the upkeep of any Post Construction BMP's. Page 18 of 20 Carlsbad Ranch PA 5, Phase Ill SWMP - November 2015 For landscaping maintenance, the owner will monitor the compliance and maintenance of all vegetated areas as an efficient post construction BMPs. See also, Landscaping under Source Control BMP for more details. Responsible Party for Long-term Maintenance: Identify the parties responsible for long-term maintenance of the BMPs identified above and Source Controls specified in Attachment B. Include the appropriate written agreement with the entities responsible for O&M in Attachment F. O&M are based on Section 5 "Private Ownership and Maintenance" on page 106 of the City of Carlsbad SUSMP for appropriate maintenance mechanisms. Name: Tim Stripe Company Name: Grand Pacific Resorts, INC. Phone Number: (760)431-8500 Street Address: 5900 Pasteur Court, Suite 200 City/State/Zip: Carlsbad, CA 92008 Email Address: tstripe@gpresorts.com Page 19 of 20 Attachment A - Construction Threat Assessment worksheet E-33 & Stormwater Standards Questionnaire (SWSQ) Form E-34 (City of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 DeveloDment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Step I and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. lIJJ STER&1 LJI - - To determine if your project is a priority development project, please answer the following questions: YES NO Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? I X If you answered "yes' to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet POP requirements" and complete applicant information. If you answered "no' to both questions, then go to Step 2. E-34 Page 1 of 3 Effective 6/27/13 %I A I VKIVI VVAICM Development Services 4r'City of STANDARDS Land Development Engineering arisbad QUESTIONNAIRE 1635 Faraday Avenue 760-602-2750 E-34 www.carlsbadca.gov STE2 'To determine if your project is a priority development project, please answer the following questions: YES NO I Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. X Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, x industrial, public development projects on public or private land. _residential, _mixed-use,_and Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationaiy lunch counters and refreshment stands selling prepared X foods and drinks for immediate consumption. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. X Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of x automobiles, trucks, motorcycles, and other vehicles. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the x project to the ESA commingles with flows from adjacent lands)." _(,e._not Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classffication (SIC) codes: 5013, x 5014, 5541, 7532-7534, or 7536-7539. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of x 100 or more vehicles per day. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? x Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? 1 X If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject tol implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and complete applicant Information. E-34 Page 2 of 3 Effective 6/27/13 (City of &1sbad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov 3 -ft 4 STEP llm: 111111110110111. TE FIO E MF L1OP,9&NTMW&9CT§0dNJ Complete the questions below regarding your redevelopment project YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? X If you answered 'yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development Go to step 4, check the "my project meets PDP requirements" box and complete applicant Information. If you answered 'no," the structural BMPs required for Priority Development Projects apply to the entire development. Go to step 4, check the "my project meets POP requirements" box and complete applicant Information. I My project meets PRIORITY DEVELOPMENT PROJECT (POP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodiflcatton) requirements may apply to my project. Refer to SUSMP for details. 0 My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project Applicant Information and Signature Box Address: 5900 Pasteur Court, Suite 200, Cad._C5.A 92008 Accessor's Parcel Number(s): 211-023-07 and 212-271-02 Tim Ships Applicant Name: Applicant Title: Applicant Signature Data: ow-- Z4 Z8-/ This Box for City Use Only F nce: YES NO Project ID: * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copemiittees. E-34 Page 3 of 3 Effective 6127113 (City of Carlsbad CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction Perceived SWPPP Tier Construction Threat Assessment Criteria* Threat to Level m Wate r Quality Tier 3— High Construction Threat Assessment Criteria U Project site is 50 acres or more and grading will occur during the rainy season I1 Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High O Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 USDA-NRCS Erosion factors k, greater than or equal to 0.4) Site slope is 5 to I or steeper IJ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). O Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3— Medium Construction Threat Assessment Criteria O . . . All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 High Construction Threat Assessment Criteria O Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA O Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kr greater than or equal to 0.4) High U Site slope is 5 to I or steeper Tier 2 U Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in one half acre or more of soil disturbance Tier 2— Medium Construction Threat Assessment Criteria O All projects not meeting Tier 2 High Construction Threat Assessment Cnteria Medium Tier I - Medium Inspection Threat Assessment Criteria U Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA O Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) U Site slope is 5 to I or steeper Medium Tier 1 U Construction is initiated during the rainy season or will extend into the rainy season (Oct 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years 0 Site results in one half acre or more of soil disturbance Tier 1 - Low Inspection Threat Assessment Criteria Low 0 All projects not meeting Tier I Medium Construction Threat Assessment Cntena Exempt - Not Applicable - Exempt *The city engineer may authorize minor variances from the construction threat assessment criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 07/14 Attachment B - DMA! TCBMP sizing Exhibit ~BMP SITE PLAN SWMP NO. 15-19 84/P 0/fiLE 54/P /0/ SMP flPE 508801 04509 NO WAN/iCE DRANNO NO SWEET INSPEC liON MAIN 16/VANCE No (s) ERfO//ENCY WERCY R)VROWL'XI//7CA 1/LW N 18.19 IAIENT CON//lIE IMP - 8/ORE/EN//LW / I TC-32 4/78 ST /80 012 LXIAR1ERL K SEJl/-ANNOAIL K POND IMP-2 14/P , 8/0/f/EN//OS POND I I TC-32 4337 ST /140 C12 01/AR/ERr K 801/-ANNUALLY 8/091 717/ I/ON 7C-32 5O8 ST 18.0 012 WAR/FRI K 5841/K -ANNUALS - P OND I /4/p - 4 76044'EIIW/7ON po.,o TC-32 451 ST /140 - C12 IVJARFRL K SEAl/-AN/1UALL Y &E6E01//70V I TC-32 1,404-91 1140 C12 WAR/fRI K SESI/-ANNI/ALL K POND I I - 8/ORI N7TI7ON TC-22 241 ST )W 013 WARTERL K 5841/-ANNUALLY POND - 7/ 8 - 8/ONE/f//DON TC-32 750.5r w C12 WAR/fRI K 80/1-ANNUAlLY POND I 10* IMPACT DES/I/V (LID.) 0 PER 4/C/IS SD-20 A, Mg ST ISV 80/1-ANNUALS K ANMIALL K P.4EEMENT I I 5IEI 1051801 STE//IlLS N/A 511-13 1 (A 180 "NUALL K ANNUALL P ® LANDSCAPE N/A 511-10 9419 ST 1147) 0/JAR/fRI K 011AR 1681 1 P1 ANN/NO 0 STREET/PAR/I? N/A SC-42 1.9.000 ST 18.0 91//FLY 442561 K NO SH2EP/NC 1/lASH N/A 50-32 / EA /80 ENCLOSURE 0900/f PROW TRE LIST 813044' FOR CO4/PLL7WC 11/f /7ELD5 76 11/f I//SRI /7/P0/fE/ICY COLUMNS ANNUAL I I I I I I I I I I I I , I I I I I PARTY RESPONSIBLE FOR MAINTENANCE: NAME: GRAND PACIFiC RESORTS, LLC ADDRESS: 5900 PASTEUR COURT. SUITE 200 CARLSBAD, CA 92008 PHONE NO. 760-431-8500 CONTACT: TIM STRIPE PLAN PREPARED BY: ______________ NAME: ROBERT D. DENTTNO SIGNATURE COMPANY: EXCEL ENGINEERING ADDRESS: 440 STATE PLACE ESCONDIDO, CA 92029 PHONE NO. 760-745-8118 CERTIFICATION: RCE 45629 TRASH STORAGE )/JAREA TO BE PICKED C'IST WASTE 84/P NOY5 1. 111(5684/PS ARE A/ANDA TONY TO SE iNSTALLED RIW MANL/FAC17IRL'R'S NEC6L4IA/ENDA liONS OR 114(56 PUNS 2 NO 68950(5 TO 11/f PROPOSED 84/PS OP /1//S SHEET MI//OUT /8709 APPROVAL /8.0/I 11/f 05K (NIl//fE/li - I NO 50851711111ON5 TO 1/fE A/A/FR/AL IF 1)7/ES OR PLAN11NQ 1)7/ES Fl//OUT P471W APPROVAL /8.144/ 11/f IlTY ENI/NEER 4 NO OCCUPANCY HILL SE Q/'ANIED UN/iL TA'S 17/5 I//SPEC//ON STAFF HAS /NSPECIED 1/1/S PRITECT PRO APPROPR/AIE HA/P CONSIRU01011 AND /NSTALLAION 5 RE/7W TO MA/I/lENA//Cf .404'EEMENT DOCUMENT 6 846 PROECT 5444/P FOR ADO/i/OPAL R/FORMAJ7ON l 1 S56 4, /. SC -9 S 13, CZ 5191 1)1/1 IMP NAME 114/A NAME DMA J0'E SI/N/ACE AREA (SE) SURF TYPE ,ELV01F C 04/.4IE 8 A/AIER/AL SC-23 LANDSCAPE il/NT 4980 PER WOOS 01000 49800 SC-53 DfI#14 K AC 27416 /AIPERW(%15 1.00 2341500 SC-25 9DEHL4LX C6W6XE/T .3860 /4/PERWOOS 1.00 486000 SC-26 81//ID/NC 8007' 1085/ /4/PERWOOS 1.00 10,851.00 SC-27 80/1.0/NC ROOF 7364 /4/PER06/JS 1.00 336400 SC-28 S/DEIE4LI( CONOSEEP 1876 14/PERWOOS 100 87500 SC-Il LANDSCAPE TORE 22590 PER WOOS 010 225800 /'A'2 A//N AREA (SE) PROP AREA (SF) 7893700 TOTAL.- 5412400 004 316426 2.178 SC/I TIRE /4/P NAME DMA NAME 04/A TYPE SURFACE AREA (SE) 51/RE TiRE RI/NO/SC DMAC 8 /MP-2 4/4/ER/AL SC-RI LANDSCAPE 1/fRI 277-U PER WO/JS 010 271330 SC-20 80/ID/NC ROOT 7608 /4/PERWOOS 100 360500 SC-Il 50/ID/NC ROOF 7489 /AIPERWCIJS I. oö 348900 THE/F 442.7 /4/PERi1605 I. 00 442500 'SCAPE 1702 PER WOOS 000 17020 40 /MPER WOOS bOD 58,3,36.00 'SCAPE 2382 PER 4/0/IS 0.10 23820 766 " PERWOOS ' 17550 8/4/ON //-/L K APPROVED DMA - SEE UPDATED SHEET IN 1ST 22656 010 PER 4/0/IS 326 560 AREA 4/45 (ST) AREA ( PROP ST) \ - 133-495.00 TOTAL.- 8341990 004 4136.87 4671 PR/EEL K / 1/ME PER lEAR ADDENDUM FACT 7647AL AREA (ST) SURF TIRE RI/NO/F C SOIL TYPE 041,/IC 8 /4/P NAME /M0I 2 114/ES PER FAR 'ST 23698 PER WOOS 010 436980 /RF 9789 PER WOOS 010 97890 04'S/F 6252 /4/PER WOOS 1.00 125200 4/f 4835 PER WOOS 0111 48350 !CAPE 2695 PER WOOS 016 26950 -' - - .40 59241 IMPER WOOS 1.01) 59,241.00 SC-3 PARR/NC LOT LANDSCAPE 1-605 PER WOOS 010 46050 1,124//fl SC-? POOL WATER .1850 NA 07111 000 sc- 10 PA 1/0/POOL CONCRETE 12816 /MPER WOOS 100 1481500 AREA SC-I5 80/10/NC ROOT 20/39 /MPER WOOS 1.00 21113800 PAR/I/NC LOT IAJIDSC4P/NC 4922 PERWWS 010 49220 /12 A/ID S-J8 OR! IfWA K PERU PASERS 841/ PER WOO 010S 84110 SC-IS LANDSCAPE )7,R`PER 13920 WOOS 010 439200 SC-69 51OEWAL A' / CONCRETE 4271 /4/PER WOOS bOO 4271.00 /ZATHCIRK SC-58 LANDSCAPE Il/RI' 11165 /4/PER4/CS 010 1150 512' 1 ' 6/I FACTOR 4//N AREA (ST) PROP AREA (ST) 19060900 TOTAL.- 11/12300 004 4,44492 4,508 SD/I TYPE /4/P NAME DMA NA4/E DMA TYPE SURFACE AREA (SE) SURF TYPE RU//OFF C DMA,C 8 /4/P-I A/A/ER/AL SC-42 80/1 0/NC ROOF 7473 /4/PER WOOS 1.00 347100 SC-SO LANDSCAPE 1//RI 7100 PER WOOS 0/0 71000 SC-SI .SYDEWALI( CO//CREEP 280/ /4/PER WOOS 1.00 280100 SC-IS LANDSCAPE TURF 3045 PER WOOS 010 304.50 -91T FACTOR 4//N AREA (SE) PROP AREA (SE) 20/1800 TOTAL.- 11,28850 004 451.54 451 SCSI TYPE /4/P NAME DMA NAME DMA TYPE SURFACE AREA (SE) SURF TYPE RI/NO/i' C DA/AIC B MA1ER/AL /4/P 5 SC-57 OR/IA'WAY AC 14471 /4/PER WOOS - 1.00 447300 14,417J, o" 50-1fo LANDSCAPE /j/RF 9235 PER WOOS 0.10 92150 SC-59 LANDSCAPE TURF 1/512 PER WOOS 0/0 1,151.20 SC-S BUILD/NC ROOF 11522 /4/PER WOOS TOO 11,52200 5C5 TRASH 8001' 1240 /4/PER WOO S /00 124000 ENCLOSURE - SC-SO SYDEWALA' CONCRETE 3598 14/PER WOOS LX 4898W FACTOR 4/IN AREA (ST) PROP AREA (SE) 5199000 )'TAL. 3410770 004 133231 1.404 SCSI TIRE IMP NAME DMA NAME DMA TYPE SURFACE AREA (SE) SURF TIRE RUNOFF C DMApC B 4/4 717//AL SC-4! HARDSCAPE - CONCRETE 6248 /4/PER WOOS 1.00 124800 SC-6 BUILD/NC ROOf 6516 /4/PER WOOS bOO 161600 SC-64 OUT 81//ID/NC ROOF 816 /4/PER WOOS 1.1%) 81600 SC-SO LANDSCAPING TURF .5814 PER WOOS 010 351.40 SC-70 SiDEWALE CONCREYE 323/ /1./PER 17115 bOO 4231.00 FACAW 4/IN AREA (ST) PROP AREA (SE) 2072500 TOTAL.- 1329240 0.01 69170 750 84/4 DRAINS /0 4591'I/64117) MAI/ASEJ.R/NT .9 SAC/iCES RU//OFF 1804/ /4/PER WOOS LW PARI1ALL K PER WOOS AREAS CAN SE 4/A//ACED BK RO/JJ7NC IT TO LID AREAS FOR PER WOOS AREAS SUCH AS LANDSCAPED AREAS 0/AT DRAIN TO AN IMP AREA A FACTOR OF. / IS 4/011/PLIED 8K 18(04/A AREA 11/1- 4//N/MUM AREA OF 8/0RE/EN 1/OS FALl//liES/S THE SUMMA 17047 OF 1/IE CONI%FSU//ONS OF EACH 18/81/TANK DMA AND 4/61I 1/8/1180 BY 17/f 90A/51ED 512/NC FACTOR OF 004 \ LVffAI1 PROJECT - BOUNDARY / /1 VILLA .'- 60 IfUA 90 7J42 7570 WILA 61 7602 7570 WLLA 62 7602 11004 - 5/901 46695 k7" 63 7606 7570 4/114 64 5926 7570 DMA AREA S/SE FACTOR U/N AREA (ST) PROP AREA (ST) TOTAL 36078 4128/00 5206 4544/51914/ 5206 515324 00/ 20615 241 PZRW. AREA AREA 1//I' 8/OSI4'ALE (IMP 5) WAS PRE4/O1J2 K S/lED TO NA//DIE 1/fE REWIRED 18(4/AlE/VT /20445 FOR 4/119560-64 P//CE 1/1/S AREA IS 8/7/IC REDESYCY/ED/I1EP(RM/TTED FOR PHASE 1/4 /4/P-7 WAS 0(510511/ TO TREAT 1/fE I//CREASE IN /A/PERA/EASLE AREA AS 51/0449/ IN I/fE TABLE AROSE 1//f DECREASE IN LANDSCAPE .4/104 WAS 4/I/Il/PC/ED BK 711 A/ID 11/EN flY 48 K 1/I/S VAIL/f WAS 1//EN SU91RA01ZI) /804/ 7//f INCREASE IN /4/PERME4BLE AREA 4/UI 1/PLIED BY A 512/NC FACTOR 0548 TO /2N9 1//f REWIRED 57160/' THE 8AS/N REWIRED TO TREAT 7//f NEW 8USD/NC LAYOUT U 0 SCALE 1":80' 0 80 160 210 520 VILLA 62 PROJECT BOUNDARY ic VILLA 'L - 'lILA 63 /7/WIll /NI000ED IN /1//S 5116 .-, - '-PLAN SYIISAI/TTAL. WAS PREIYIOOI/ K - - * 1APPROIRD AS 817//C 1/lEA/ED 5K/AlP 6 PER DRAHINC NI/USER 428-80 fl/f FOO/PR/NT OF I/fE 80710/NC HAS STAlED - - 1//f SAM( 1/IEREFORE 1//E ANAL 17/S OF - f IREA/MENT FOR 1/I/S AREA HAS NOT 812W I/VOL UOED IN 1/25 R47'6WT Attachment C - SWWM Modelling SWMM MODELING TO DETERMINE LID SIZES FOR HYDROMODIFICATION COMPLIANCE PHASE III - HOTEL 3 AND TIMESHARE VILLAS, CARLSBAD DATE: April 28, 2015 Vt Revision: July 13, 2015 2 d Revision: November 3, 2015 Yd Revision: January 13, 2016 Prepared For: GRAND PACIFIC CARLSBAD, L.P. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 Telephone: 760-431-8500 Prepared By: 1 f 4A qA ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 TEL: (760)745-8118 Table of Contents INTRODUCTION Section I Pre- and Post-Development Model Setup ............................................................................4 Section II System Representation ...........................................................................................................9 Section III Continuous Simulation Options .............................................................................................13 Section IV Bio-retention As LID Control ..................................................................................................14 Section V Running the Simulation ..........................................................................................................20 SectionVI Result Analysis .........................................................................................................................20 Section VII Summary and Conclusion .......................................................................................................29 ATIACHEMENTS Attachment A SWMM Drainage Management Area Map Attachment B SWMM Statistics Analysis, Flow Duration Curve and Pass/Fail Table Attachment C SWMM Input Data Summary and Detail Attachment D USDA NRCS Custom Soil Resource Report 1 INTRODUCTION This report provides Hydromodification and Water Quality design based on LID (Low Impact Development) principles for the proposed Sheraton Hotel and Timeshare Resort Phase Ill - Carlsbad Ranch, Planning Area 5, Carlsbad, California. This project is located at Cannon Road and Grand Pacific Drive. The site is currently a graded pad with an existing paved access road. Some portion of graded area is currently being used for agriculture. The grading of the proposed site was completed during phase I, Drawing #428-9A, of the project. During Phase II, Drawing #428-9G, of the project villas 60-64 were permitted. This project proposes to slightly change the position of villas 60-64 as well as change the size of these buildings. Therefore this analysis includes these areas. The developed project is comprised of several tributary areas directed to several bio-retention ponds with two points of compliance (OUTFALL A and OUTFALL B). This system detains storm water in the basin surface and also in the underdrain reservoir. Bio-retention filters storm water through plant roots and a biologically active soil mix, and then releases it into the existing storm drain system which currently collects the sites storm flows. The resulting mitigated outflows are shown to be equal to or less than all continuously simulated storms based on the historical data collected from the Oceanside rain gage. The HMP analysis was performed to include all areas that drain to the existing bio-swale located at the South West of the project. This bio-swale was installed in phase 2 of the project. This portion of the project was completed prior to the requirement to perform HMP analysis for the drainage of the site, as a result the bio-swale was designed only to limit the runoff for the 100 year storm to less than the pre-existing condition. For the current phase of the project runoff for Outfall A will be routed through this same bio-swale (labelled in this report as Bio-Swale 6) after it has been routed to several different bio-retention ponds around the project to meet hydromod requirements. The Hydromodification and Water Quality calculations were performed utilizing continuous simulation analysis to size the storm water treatment and control facilities. Storm Water Management Model (SWMM) version 5.1 distributed by USEPA is the basis of all calculations within this report. SWMM generates peak flow recurrence frequencies and flow duration series statistics based on an assigned rain gauge for pre- development, unmitigated post-development flows and post-development mitigated flows to determine compliance with the State Water Resources Control Board Order 2009-0009-DWQ and the County wide Model Standard Urban Stormwater Management Plan (SUSMP) and Hydromodification Management Plan (HMP) requirements. Low Flow Threshold A downstream channel assessment has not been completed for this project and therefore the low flow threshold utilized for the system analysis is 10% of 2-year storm event (0.1Q2). This will be used as the low flow threshold to meet peak flow frequency and flow duration controls. Soil characteristics Based on Natural Resources Conservation Service Soil Survey Map this project is categorized as soil type B loamy coarse sand. The USDA NRCS soil texture classification was used to determine the average soil capillary suction, saturated hydraulic conductivity rate and the soil initial moisture deficit. The full printout from the USDA NRCS soils report is attached to this report. Fig-i Hydrologic Soil Group Custom Soil Resource Report Soil Map 41O 471130 AL :%'! + Mip * iI L - -\.. -.. J..i , 1 1 • .• .-. •7 , Fl I S: N o 43 90 190 270 , 0 190 V, M Ca ccc. W&4 Edge UTM Zu,. uN W(4 4'%50 470 730 3 SECTION I. MODEL SETUP Pre-development Model Setup The SWMM model for this projects pre-development site is analyzed using historical rain gauge data. The Oceanside gauge was utilized for this project. That data provides continuous precipitation input to a sub- catchment with its outfall based on the contributing basins imperviousness. The imperviousness parameter in SWMM is the amount of effective or directly connected impervious area. The effective impervious area is the impervious area that drains directly to the Stormwater conveyance system. The pre-development condition is partially developed from phase 2 of the existing project. The Post-Development Model Setup Figure 3a and 3b illustrate each contributing basin discharging its overland flow directly into the bio-retention system. Each blo-retention layer section has a similar configuration as seen as in the detail drawing below. There is no actual elevation entered in the program. The bottom elevation of the bio-retention surface storage is assumed at 0 ft. I I I I I Fig-2. Typical Bio-retention Section 18 411/V TOP SOIL HIT/I H/C/I SAND .. - - (60-801) AND LIMIT CLAY (10-201) "ONTENT HIT/I FIt iF/V FABRIC PLACED ON THE BOTTOM AS S _PA RA TOP HIT/V PERMEABILITY CREA TER THAN 5 INCHES PER HOUR OR PER SOIL ENGiNEER RECOAIAIENL7A 7/ON IMPERWOLIS LINER S/IC/I AS GEOAIEM8RANE /5 REQUIRED FOR IMP-/S I I STORM DRAIN BOX (RISER) R141 ELEVATION VARY SEE T,4BLE BELOW 8/0-RETENTION POND DEPTH=12" 77 7/ SURFACE RECTANGULAR OR/F/CE SIZE MAY VARY LOCATED JA8OVE THE SO/I SURFACE J/4 CRUSHEO ROCK YER DEPTH W191ES 4" PERFORA TEL) UIVOERORAIN PIPE H)VRO4IOD/F/CA 7/ON FLOW RES TRIC TO/V \ PLATE ORIFICE SIZE 41,4 Y VARY SEE ORIFICE SIZES TABLE flPICAL 910—RETEN116N Hf711 UNDERDRAIN PIPE NOT TO SCALE I I I 4 1 I 15 17 11 '35 Fig.3a - SWMM Post-Development with Mitigation Model for OutFall A Oceanside 5 Fig.3b - SWMM Pre-Development Model for Outfall A Oceanic,. Fig.3c - SWMM Post-Development with Mitigation Model for OutFall B 7 'I Fig.3d - SWMM Pre-Development Model for OutFall B Hori A2- .623 ACRH 27137 5.F WIDTH 1'57 F n B4-1 54 ACRES U NA, FEF 6,690 SF = 7535 FT IPE == Flr_, \\\ n 8! )314 136 Outiall 8.1.' 'LOPE sin 84- 0.322 ACRE 14,009 S 11TH = 519 1 SLCPE = 41; ERV0[JS = i\ ) I - 93 SECTION II. SYSTEM REPRESENTATION SWMM is a distributed model, which means that a study area can be subdivided into any number of irregular sub-catchments to best capture the effect that spatial variability in topography, drainage pathways, land cover, and soil characteristics have on runoff generation. For modeling of Hydromodification calculations, there are four main system representations: Rain gage, Sub-catchment (contributing basin or LID area), Nodes and Links. Time Series Oceanside 100,000 200,000 300,000 400,000 500,000 Rapsed Time (hours) Fig. 4— Time series rain data, which corresponds to runoff estimates for each of the 508,080 time steps (each date and hour) of the 58-year simulation period. (Inches/hour vs. elapsed time) Rain Gauge The properties of a rain gauge describe the source and format of the precipitation data that are applied to the study area. In this project, the rainfall data consist of a long-term rainfall record stored in a user- defined Time Series labeled as "Oceanside" rain gauge station. The Oceanside rain station was chosen due to its data quality and its location to the project site. The rain gauge supplies precipitation data for one or more sub-catchment areas in a study region taken from the Project Clean Water website (www.projectcleanwater.org). This data file contains rainfall intensity, hourly-recorded time interval, and the dates of recorded precipitation each hour. The Oceanside rain data has approximately 58 years of hourly precipitation data from 8/28/1951 to 5/23/2008 and generates 58 years of hourly runoff estimates, which corresponds to runoff estimates for each of the 508,080 time steps (each date and hour) of the 58 year simulation period. See figure 1 for hourly precipitation intensity graph for 58 years in inches. Sub-catchment (contributing basin or LID area) A basin is modeled using a sub-catchment object, which contains some of the following properties: 9 Rain Gauge The rate of stormwater runoff and volume depends directly on the precipitation magnitude and its spatial and temporal distribution over the catchment. Each sub-catchment in SWMM is linked to a rain gauge object that describes the format and source of the rainfall input for the sub-catchment. Area This area is bounded by the sub-catchment boundary. Its value is determined directly from maps or field surveys of the site or by using SWMM's Auto-length tool when the sub-catchment is drawn to scale on SWMM's study area map. This Project is divided into several sub-catchments based on its outfall. Width Width can be defined as the sub-catchment's area divided by the length of the longest overland flow path that water can travel. When there are several such paths, one would use an average of their lengths to compute a width. If overland flow is visualized as running down —slope off an idealized, rectangular catchment, then the width of the sub-catchment is the physical width of overland flow. In natural areas, true overland flow can only occur for distances of about 500 feet before it begins to consolidate into a small stream flow. In post-development, the true overland flow can be very short before it is collected into open channels. A maximum overland flow of 500 ft is appropriate for a non- urban catchment, while the typical overland flow length is appropriate for non-urban catchments; the typical overland flow length is the length from the back of a representative lot to the center of the street for urban catchments. If the overland flow length varies greatly within a sub-catchment, then an area- weighted average should be used. Post Development Sub-catchment Characteristics Summary Name Total Area Pcnt. lmpery Width Pcnt. Slope Basin-A3-1 .287 0 235 50 Basin-A3-2 1 .277 0 454 50 Basin-A3-3 3.273 70.8 3574 1.5 Basin-A5-1 .206 0 329 50 Basin-A5-2 .955 78.1 980 5 Basin-M-4 .321 0 923 45 Basin-A6-1 11.052 71.2 10214 Is Basin-A6-2 1 1.968 7.6 1224 40 Basin-A6-3 .435 0 1176 40 Basin-A2-1 .349 0 340 50 Basin-A2-2 2.015 92.6 2093 2 Basin-A2-3 .623 0 1357 45 IMP-2 1 .077 0 72 .5 Bioswale-6 .301 1 0 1 17 .75 10 IMP-3 .103 0 210 .5 IMP-5 .032 0 70.2 .5 Basin-B4-1 .154 0 335 40 Basin-B4-2 .147 77.7 547 2 Basin-B4-3 .322 0 519 45 IMP-4 .010 0 10 .5 IMP-1 .089 0 20 .5 Basin-81-1 1.812 53 1131 2 Slope This is the slope of the land surface over which runoff flows and is the same for both the pervious and impervious surfaces. It is the slope of what one considers being the overland flow path or its area- weighted average if there are several paths in the sub-catchment. Imperviousness This is the percentage of sub-catchment area covered by impervious surfaces such as sidewalks and roadways or whatever surfaces that rainfall cannot infiltrate. The sub catchment contains mix surface types such as roofs, AC pavement, pervious payers and/or landscape. Roughness Coefficient The roughness coefficient reflects the amount of resistance that overland flow encounters as it runs off of the sub-catchment surface. Infiltration Model The pre-development condition is primarily empty land with moderate vegetation cover. In the model, Loam was used for the post-development condition and the pre-development condition. Infiltration of rainfall from the pervious area of a sub-catchment into the unsaturated upper soil zone can be described using three different infiltration models: Horton, Green-Ampt, and Curve Number. There is no general agreement on which method of these three is the best. The Green-Ampt method was chosen to calculate the infiltration of the pervious areas based on the availability of data for this project. It is invoked when editing the infiltration property of a sub- catchment. 11 Table 1— Soil Infiltration Parameter NOW • ti Suction Head Inches 1.93 - 12.60 presented Hydrologic Soil Group A: 1.5 Green-impt in Table i\.2 of SWMM Hydrologic Soil Group B: 3.0 Manual Hydrologic Soil Group C: 6.0 Hydrologic Soil Group D: 9.0 Conductivity Inches per hour 0.01 - 4.74 presented Hydrologic Soil Group A: 0.3 Grccn-Ampt in Table i.2 of SWMM Hydrologic Soil Group B: 0.2 Manual by soil texture Hydrologic Soil Group C: 0.1 class Hydrologic Soil Group D: 0.025 0.00 - 2:0.45 presented in Table A.3 of SWMM Manual by hydrologic soil group Initial Deficit The difference between Ilydrologic Soil Group A: 0.30 (Green-Ampt) soil porosity and initial Hydrologic Soil Group B: 0.31 moisture content. Hydrologic Soil Group C: 0.32 Based on the values Hydrologic Soil Group D: 0.33 provided in Table i.2 of SWMM Manual, the Note: in long-term continuous range for completely simulation, this value is not important dry soil would be 0.097 as the soil will reach equilibrium after to 0.375 a few storm cvcnts regardless of the initial moisture content specified. Groundwater yes/no yes/no NO LiD controls Project Specific Snow Pack Not applicable to hydromudification Land Uses management studies initial Buildup Curb Length Source: Model BMP Design Manual San Diego Region Appendices, January 2015 12 LID controls Utilizing LID controls within a SWMM project is a two-step process that: - Creates a set of scale-independent LID controls that can be deployed throughout the study area, - Assign any desired mix and sizing of these controls to designated sub-catchments. The LID control type that was selected was a bio-retention cell that contains vegetation grown in an engineered soil mixture placed above a gravel drainage bed. Bio-retention provides storage, infiltration (depending on the soil type) and evaporation of both direct rainfall and runoff captured from surrounding areas. For this project, we allowed infiltration to the existing/filled soil at rate of 2.22 in./hr according to the percolation testing performed onsite. This test is attached to this report. SECTION III. CONTINUOUS SIMULATION OPTIONS Simulation Dates These dates determine the starting and ending dates/times of a simulation and are chosen based on the rain data availability. Start analysis on 01/03/1951 Start Reporting on 01/03/1951 End Analysis on 05/23/2008 Time Steps The Time Steps establish the length of the time steps used for runoff computation, routing computation and results reporting. Time steps are specified in days and hours: minutes: seconds except for flow routing which is entered as decimal seconds. Climatology -Evaporation Data The available evaporation data for San Diego County that is similar to this project condition is taken from the Chula Vista Evaporation Station Western Regional Climate Center. Table 2— Chula Vista Monthly Evaporation data (in/day) January February March April May June 0.094 0.115 0.168 0.202 0.225 0.232 July Augustus September October November December 0.254 0.250 0.207 0.167 0.119 0.09 13 SECTION IV. BIO-RETENTION AS LID CONTROL LID controls are represented by a combination of vertical layers whose properties are defined on a per- unit-area basis. This allows an LID of the same design but differing coverage area to easily be placed within different sub-catchments of a study area. During a simulation, SWMM performs a moisture balance that keeps track of how much water moves between and is stored within each LID layer. If the bio-retention basin is full and water is leaving the upper weir, the flow is divided in two flows: the lower flow discharging from the bottom orifice directly draining to the point of compliance and the upper flow is routed at the top of the bio-retention basin and after routing, discharged to the point of compliance. In this project, we used 100% of the area of this specific sub-catchment for bio-retention. In SWMM a divider was used to model this condition. All sub-catchments in one tributary area were directed to a Flow Divider. A Flow Divider is a drainage system node that diverts inflow to a specific conduit in a prescribed manner such as a cutoff type. A Flow Divider with a cutoff type diverts all inflow above a defined cutoff value, in this case we used an orifice equation: Discharge= q = C4[2g(h-Hd)]15. A detention basin sub routine was added at the top of the bio-retention where a weir is added for control purposes, and the storage curve is also provided, see the next section "Modeling bio-retention surface ponding in SWMM 5.1". 1. Surface Storage Depth When confining walls or berms are present, this is the maximum depth to which water can pond above the surface of the unit before overflow occurs (in inches). In this SWMM model, surface storage depth was not modeled inside the LID editor but was modeled in the storage. Vegetation Volume Fraction It is the fraction of the volume within the storage depth that is filled with vegetation. This is the volume occupied by stems and leaves, not their surface area coverage. Normally this volume can be ignored, but may be as high as 0.1 to 0.2 for very dense vegetative growth. Based on our visual observation in the field, the average type of vegetation for this site is a low-density vegetation type. Therefore, we used 0.1 for the vegetation volume fraction assuming type of vegetation used is a low-density type. Surface Roughness Manning's n value for overland flow over a vegetative surface. Surface Slope Slope of porous pavement surface or vegetative swale (percent). 14 2. Soil Thickness The thickness of the soil layer (inches). We used a typical value for a bio-retention, which is 18" for the ponds. Porosity The volume of pore space relative to total volume of soil (as a fraction). We designed it with a soil mix porosity of 0.40 maximum for a good percolation rate (Countywide Model SUSMP Table Bi - Soil Porosity Appendix A: Assumed Water Movement Hydraulics for Modeling BMPs). Field Capacity Volume of pore water relative to total volume after the soil has been allowed to drainfully (as a fraction). We used 0.2 for this soil. Below this level, vertical drainage of water through the soil layer does not occur. (See Table 1—Soil Infiltration Parameter). Wilting Point Volume of pore water relative to total volume for a well-dried soil where only bound water remains (as a fraction). The moisture content of the soil cannot fall below this limit. We assumed the minimum moisture content within this bio-retention soil is 0.1. Conductivity Hydraulic conductivity for the fully saturated soil is 5 inches/hour. This is a design minimum value for percolation rate. Conductivity Slope Slope of the curve of log (conductivity) versus soil moisture content (dimensionless). Typical values range from 5 for sands to 15 for silty clay. We designed this soil to have a very good percolation rate therefore the conductivity slope is 5. Suction Head The average value of soil capillary suction along the wetting front (inches). This is the same parameter as used in the Green-Ampt infiltration model. Table 1 was utilized to determine the capillary of the soil mix top layer of a bio-retention system. The suction head will be 1.5 inches. 15 Storage Layer The Storage Layer page of the LID Control Editor describes the properties of the crushed stone or gravel layer used in bio-retention cells as a bottom storage/drainage layer. The following data fields are displayed: Height this is the thickness of a gravel layer (inches). Crushed stone and gravel layers are varies please refer to Table 3 on the next page. Void Ratio The volume of void space relative to the volume of solids in the layer. Typical values range from 0.5 to 0.75 for gravel beds. Note that porosity = void ratio / (1 + void ratio). We designed this void ratio to have a value of 0.67 Conductivity The rate at which water infiltrates into the native soil below the layer (in inches/hour). This would typically be the Saturated Hydraulic Conductivity of the surrounding sub-catchment if Green-Ampt infiltration is used. Since impervious liner is applied for this project, we assumed no infiltration rate to the native soil. Clogging Factor Total volume of treated runoff it takes to completely clog the bottom of the layer divided by the void volume of the layer. For south east bio-retention, a value of 0 was used to ignore clogging since the system does NOT consider infiltration to the native soils. Clogging progressively reduces the Infiltration Rate in direct proportion to the cumulative volume of runoff treated and may only be of concern for infiltration trenches with permeable bottoms and no under drains. We assumed zero for the clogging factor since the infiltration rate is not considered. Underdrain Layer LID storage layers can contain an optional underdrain system that collects stored water from the bottom of the layer and conveys it to a conventional storm drain. The Underdrain page of the LID Control Editor describes the properties of this system. It contains the following data entry fields: Drain Coefficient and Drain Exponent Coefficient C and exponent n that determines the rate of flow through the underdrain as a function of height of stored water above the drain height. The following equation is used to compute this flow rate (per unit area of the LID unit): q = C(h-Hd)" where q is the outflow (in/hr), h is the height of stored water (inches), and Hd is the drain height. A typical value for n would be 0.5 (making the drain act like an orifice). See Table 3 for C values for each BMP. 16 Table 3—Summary of LID Drain Coefficient BMP NAME AREA (SQFT) ORIFICE (IN) SOIL (IN) GRAVEL (IN) C IMP-01 2,178 1.0 18 18 0.1529 IMP-02 3,671 2.0 18 18 0.3628 IMP-03 4,508 1.5 18 18 0.2588 IMP-04 451 2.0 18 18 0.1846 IMP-05 1,404 1.5 18 18 0.5113 IMP-06 13,112 2.0 18 18 0.1016 IMP-07 241 2.0 18 18 5.5263 IMP-08 1 750 1.0 18 18 0.4439 Note: q = C(h-Hd) C= C0A0 x 120 x 3600 Drain Offset Height Height of any underdrain piping above the bottom of a storage layer (inches). In this project, this value was set to 0 as the underdrain piping is at the bottom of the storage layer. 17 Storage Curve Pond_A IcowT..lL ]1cioso 1 1ft21 : 6843 1_ 0 2 1 QsveNooe Dwwphm Vi.w... NO Axea - OK lcd1 Hub STUDY RESULTS The above values of SWMM "C" factor, which is directly related to the orifice size, and the Divider flow rate which is also a function of the underdrain orifice size, are put into the SWMM 5.0 model. The upgraded SWMM 5.1 provides option to direct the underdrain flow to the riser, therefore divider no longer needed. Flow rate from the underdrain is automatically calculated by the program in this option. After running the SWMM input files with the SWMM program and then doing a statistical comparison of the pre and post development conditions, the results of the statistical analysis show that the project passes hydromodification requirements using the above orifice sizing and soil layer depths. V. MODELING 810-RETENTION SURFACE PONDING The main elements used to design surface ponding in SWMM are storage units (labeled as IMP_Pond#) with orifice and weir outlets. Storage Units Storage units are drainage system nodes that provide storage volume. Physically they could represent storage facilities as small as a catch basin or as large as a lake. The volumetric properties of a storage unit are described by a function or table of surface area versus height. Storage volume is described by a storage curve, an evaporation factor and a maximum depth of storage. I StoiageCutve Editor Fig. 5— Example Storage Curve for Storage Unit (not depicting the actual pond of this project) Outlets Outlets are flow control devices that are typically used to control outflows from storage units. Outlets are internally represented in SWMM as a link connecting two nodes. Outlets attached to storage units are active under all types of flow routing. A user-defined rating curve determines an outlet's discharge flow as a function of either the freeboard depth above the outlet's opening or the head difference across it. 18 SECTION V. RUNN.ING.THE SIMULATION In general, the Run time will depend on the complexity of the watershed being modeled, the routing method used, and the size of the routing time step used. The larger the time steps, the faster the simulation, but the less detailed the results. Mode! Results SWMM's Status Report summarizes overall results for the 58-yr simulation. The runoff continuity error is -5.55 % and the flow routing continuity error is 0.02%. When a run completes successfully, the mass continuity errors for runoff, flow routing, and pollutant routing will be displayed in the Run Status window. These errors represent the percent difference between initial storage + total inflow and final storage + total outflow for the entire drainage system. If they exceed some reasonable level, such as 10 percent, then the validity of the analysis results must be questioned. The most common reasons for an excessive continuity error are computational time steps that are too long or conduits that are too short. In addition to the system continuity error, the Status Report produced by a run will list those nodes of the drainage network that have the largest flow continuity errors. If the error for a node is excessive, then one should first consider if the node in question is of importance to the purpose of the simulation. If it is, then further study is warranted to determine how the error might be reduced. The SWMM program ranks the partial duration series, the exceedance frequency and the return period. They are computed using the Weibull formula for plotting position. See the flow duration curve and peak flow frequency on the following pages. SECTION VI. RESULT ANALYSIS Development of the Flow Duration Statistics The flow duration statistics are also developed directly from the SWMM binary output file. It should be noted right from the start that the "durations" that we are talking about in this section have nothing to do with the "storm durations" presented in the peak flow statistics section. Other than using the same sequence of letters for the word, the two concepts have nothing to do with each other and the reader is cautioned not to confuse the two. The goal of the flow duration statistics is to determine, for the flow rates that fall within the hydromorphologicaly significant range, the length of time that each of those flow rates occur. Since the amount of sediment transported by a river or stream is proportional to the velocity of the water flowing and the length of time that velocity of flow acts on the sediment, knowing the velocity and length of time for each flow rate is very useful. 19 Methodology The methodology for determining the flow duration curves comes from a document developed by the U.S. Geological Survey (USGS). The first stop on the journey to find this document was a link to the USGS water site (http://www.usgs.gov/water/). This link is found in Appendix E (SDHMP Continuous Simulation Modeling Primer), found in the County Hydromodification Management Plan'. On this web site a search for "Flow Duration Curves" leads to USGS Publication 1542-A, Flow-duration curves, by James K. Searcy 1959 (httD://pubs.er.usgs.gov/publication/wsp1542A). In this publication the development of the flow duration curves is discussed in detail. In Pub 1542-A, beginning on page 7 an example problem is used to illustrate the compilation of data used to create the flow duration plots. A completed form 9-217-c form shows the monthly tabulation of flow rates for Bowie Creek near Hattiesburg, Miss. For each flow range the number of readings is tabulated and then the total number of each flow rate is totaled for the year. It should be noted that while this example is for a stream with a minimum flow rate of lOOcfs, for the purposes of run-off studies in Southern California the minimum flow rate of zero (0) cfs is the common low flow value. Once each of the year's data has been compiled the summary numbers from each year are transferred to form 9-217-d. On this form the total number of each flow rate is again totaled and the percentage of time exceeded calculated (as will be explained later under the discussion of our calculations). Once the data has been compiled a graph of Discharge Rate vs. Percent Time Exceeded is developed. As will be explained in the next section, the use of these curves leads to the amount of time each particular flow can be expected to occur (based on historical data). How to Read the Graphs Figure 1 shows a flow duration curve for a hypothetical development. The three curves show what percentage of the time a range of flow rates are exceeded for three different conditions: pre-project, post-project and post-project with storm water mitigation. Under pre-project conditions the minimum geomorphically significant flow rate is 0.10cfs (assumed) and as read from the graph, flows would equal or exceed this value about 0.14% of the time (or about 12 hours per year) (0.0014 x 365days x 24 hour/day). For post-project conditions, this flow rate would occur more often - about 0.38% of the time (or about 33 hours per year) (0.0038 x 365days x 24 hour/day). This increase in the duration of the geomorphically significant flow after development illustrates why duration control is closely linked to 1 FINAL HYDROMODIFICATION MANAGEMENT PLAN, Prepared for County of San Diego, California, March 2011, by Brown and Caldwell Engineering of San Diego. (http://www.proiectcleanwater.org/images/stories/Docs/LDS/HMP/0311 SD HMP wAppendices.pdf) 2 The graph and the explanation were taken directly from Appendix E of the Hydromodification Plan 20 protecting creeks from accelerated erosion. 0.80 0.80 050 lmper4cus Flow (cfs) Pre-Project Flow (cis) Post-Pect Mitigated flow (cfs) - - Pre-Project 0.2Q5 - - Pre-Project 010 ______ 040 030 020 0.90 0OD S.... ----- _ ___ __ - -_- 0.00 0.05 0.10 0.15 020 025 0.30 0.35 0.40 %Tiine Enweded Figw 1. Ffcwlluratcii Sedes Development of Flow Duration Curves The first step in developing the flow duration curves is to count the number of occurrences of each flow rate. This is done by first rounding every non-zero flow value to an appropriate number of decimal places (say two places). This in effect groups each flow into closely related values or "bins" as they are referred to in publication 9-217d. Then the entire runoff record is queried for each value and the number of each value counted. The next step is to enter the results of the query into a grid patterned after form 9-217d. The data is entered in ascending order starting with the lowest flow first. The grid is composed of four columns. They are (from left to right) Discharge Rate, Number of Periods (count), Total Periods Exceeding (the total number of periods equal to or exceeding this value), and Percent Time Exceeded. Starting at the top row (row 1), the flow rate (which is often times zero) is entered with the corresponding number of times that value was found. The next column is the total number of values greater than or equal to that flow rate. For the first flow rate point, by definition all flow rate values are greater than or equal to this value, therefore the total number of runoff records of the rainfall record is entered here. The final column which is the percent of time exceeded is calculated by dividing the total periods exceeded by the total number of periods in the study. For the first row this number should be 100% For the next row (row 2), the flow rate, and the flow rate count are entered. The total number of periods exceeding for row 2 is calculated by subtracting Number of Periods of row 1 from the Total Periods Exceeding of line t This result is entered in the Total Periods Exceeding on row 2. As was the 21 case for line 1, the final column is calculated by dividing the total periods exceeded by the total number of periods in the study. For the second row this number should be something less than 100% and continually decrease as we move down the chart. If all the calculations are correct, then everything should zero out on the last line of the calculations. The final step in developing the flow duration curves is to make a plot of the Discharge Rate vs. the Percent Time Exceeded. For the purposes of this report, the first value corresponding to the zero flow rate is not plotted allowing the graph to be focused on the actual flow rate values. The Flow Duration Analysis The Peak Flow Statistics analysis is composed of the following series of files: The Flow Duration Plot Comparison of the Un-Mitigated Flow Duration Curve to the Pre-Development Curve (Pass/Fail) Comparison of the Mitigated Flow Duration Curve to the Pre-Development Curve (Pass/Fail) The calculations for the Pre-Development flow duration curve development (USGS9217d) The calculations for the Post-Development flow duration curve development (USGS9217d) The calculations for the Mitigated flow duration curve development (USGS9217d) The Flow Duration Plot The Flow Duration Curves Plot is the plotting of all three (pre, un-mitigated and mitigated) sets of Discharge Rate vs. the Percent Time Exceeded data point pair lists. In addition to these curves horizontal lines are plotted corresponding to the Qio and Qir (low flow threshold) values. Within the geomorphically significant range (Qio - Qir) one can see a visual representation of the relative positions of the flow duration curves. The flow duration curves are compared in an East/West (horizontal) direction to compare post development Discharge Rates to pre-development Discharge Rates. The pre- development curve is plotted in blue, the unmitigated curve is plotted in red, and the mitigated curve is plotted in green. As long as the post development curve lies to the left of the pre-development curve (mostly'), the project meets the peak flow hydromodification requirements. Pass/Fail comparison of the curves The next two sets of data are the point by point comparison of the post-development curve(s) and the pre-development curve. The Pass/Fail table is helpful in determining compliance since the plotted lines can be difficult to see at the scales suitable for use in a report. Each point on the post- development curve has a corresponding "V'1 value (Flow Rate), and "X" value (% Time Exceeded). For each point on the post development curve, the "Y" value is used to interpolate the corresponding Percent Time Exceeded (X) value from the pre-development curve. Then the Post-development Percent Time Exceeded value is compared to the pre-development Percent Time Exceeded value. Based on the relative values of each point, pass/fail criteria are determined point by point. 3 See hydromodification limits for exceedance of pre-development values 22 For each set of data, the upper right hand header value shows the name of the file being displayed (ex. flowDurationPassFailMitigated.TXT). The first line of the file shows the name of the SWMM output file (*.out). The next line shows the time stamp of the SWMM file that is being analyzed. The time stamps of all of the report files should be within a minute or two of each other, otherwise there may have been tampering with the files. Each report run creates and prints all of the files and reports at one time so all the time stamps should be very close. The first column is the zero based number of the point. The next two columns show the post development "X" and "Y" values. The next column shows the value interpolated between the two bounding points on the pre-development curve. The next three columns show the true or false values of the comparison of the two "X" values. The last column shows the resultant pass or fail status of the point. There are three ways a point can pass. They are: Qt being outside of the geomorphically significant range Qif to Qio Q0t being less than Q pre Q0t being less than 110% of the value of Qpre if the point is between Qif and Qio There are two ways that a point can fail. They are: Qpost being greater than 110% of Qpre if the point is between Qif and Qio If more than 10% of the points are between 100% and 110% of Qpre for the points between Qif and Qio A quick scan down the last column will quickly tell if there are any points that fail. At the bottom of each set of data are the date stamp of the report to the left, and to the right is the page number/number of pages for the specific set of data (not the pages of the report!). Each new set of data has its own page numbering. Between the file name in the header row and the page numbering in the footer row, the engineer can readily scan the document for the data of interest. Plan Check Suggestions As was described under the peak flow section, is the responsibility of the reviewing agency to confirm that the data sets presented are valid results from consistent calculations, and that any and all results can be duplicated by manual methods and achieve the same results. In light of these goals, the plan checker is invited to consider the following tasks as part of the plan check process. Compare the Data Stamps for Each of the Statistics Files Used In This Analysis. As was described in the Peak Flows section, all report files should have time stamps that are nearly identical. If the time values are more than a few minutes apart then the potential for inconsistent results files should be investigated. 23 Verify the Flow Rate Counts For each of the pre, un-mitigate and mitigated flow duration tables, a few randomly selected flow value counts should be checked against the values taken directly from the SWMM file. This can be done by opening the corresponding SWMM file, selecting the outfall node, selecting Report>Table>By Object, Setting the time format to Date/Time, selecting the appropriate node value, and clicking the OK button to generate a table of the date/time/Total Inflow values. Next step is to click in the left most header row of the SWMM table which will select the entire table. Now from the main menu select Edit>Copy To>Clipboard. Now open a new blank sheet in MS Excel (or suitable spread sheet program) select cell Al and paste the results from the clipboard into the spread sheet. Now sort the values based on the Total Inflow column. This will group all the flow values together enabling the number of occurrences of each value to be counted. At this point the a few (or all) of the counts on the various USGS9217d.txt files can be verified. Manually Verify That the Percent Exceeded Values (form USGS9217d) are Correctly Calculated The discharge rates and counts are confirmed as was described above. The top row should be the smallest runoff value (0.00cfs usually). Total Periods Exceeding of the first line should be the total number of rainfall records in the study. The percentage of Time Exceeding should be the total periods Exceeding divided by the total number of rainfall records in the study (100% for the first line). For each successive discharge rate, the total periods exceeding for the current line should be the total periods exceeding from the line above minus the number of periods from the line above. The number of periods and the number of periods exceeding should zero out at the last line. Compare Plotted Curves to Table Data Randomly check a few of the plotted points against the values verified above. Verify by Observation that the plotted values of Qio and Qji are reasonable. Verify that the correct values for each of these return periods are plotted correctly on the graph. Development of the Peak Flow Statistics The peak flow statistics are developed directly from the binary output file produced by the SWMM program. The site is modeled three ways, Pre-Development, Post-Development-Unmitigated, and Post- Development-Mitigated. For each of these files a specific time period differentiating distinct storms is chosen. The SWMM results are extracted and each flow value is queried. The majority of the values for Southern California sites are zero flow. As each successive record is read, as soon as a non-zero value is read the time and flow value of that record are recorded as the beginning of an event. The first record is automatically recorded as the "tentative" peak value. As each successive non-zero value is read and the successive flow value is compared to the peak value and the greater value is retained as the peak value of the storm. As soon as a successive number of zero values equal to the predetermined storm separation value, then the time value of the last non-zero value is recorded as the end of the storm, the duration of the storm is the difference between the end time and the start time, and the peak value is recorded as the highest flow value between the start and end times. 24 Once the entire SWMM output file is read all of the distinct storm events will have been recorded in a special list. The storms will be in the order of their occurrence. To develop the peak flow statistics table the first step is to sort the storms in descending order of the peak flow value. Once the list is sorted then the relative rank of each storm is assigned with the highest ranking storm being the storm with the highest peak flow. There are several methods that can be used to determine which storm should be ranked above another equally valued storm. For the purposes of these studies an Ordinal ranking is used so that each storm has a unique rank number. Where two or more storms have equal flow values, the earlier storm is assigned the higher rank. This is done consistently throughout the storm record. Since we are only looking at peak flow statistics, it is assumed that the relative ranking of individual (but equal) storms is irrelevant to the calculations. The exceedance frequency and return period are both computed using the Weibull formula for plotting position. Therefore, for a specific event the exceedance frequency F and the return period in years I are calculated using the following equations': F=m/(nR+1) and T=n+1/m where m is the event's rank, nR is the total number of events and n is the number of years under analysis. Once the Peak flow statistics table is complete, a plot of Return Frequency vs. peak flow is created. All three conditions (pre, post and mitigated) are plotted on the same plot. The Peak Flow Statistics Analysis The Peak Flow Statistics analysis is composed of the following series of files: The Peak Flow Frequency Plot The Comparison of the Un-Mitigated Peak Flow Curve to the Pre-Development Curve (Pass/Fail) The Comparison of the Mitigated Conditions Curve to the Pre-Development Curve (Pass/Fail) The Peak Flow Statistics Calculation for the Pre-Development Curve. The Peak Flow Statistics Calculation for the Un-Mitigated Curve. The Peak Flow Statistics Calculation for the Mitigated Curve. The Peak Flow Frequency Plot The Peak Flow Frequency Curves are the plotting of all three (Pre, Un-Mitigated and Mitigated) sets of return Period vs peak flow data point pair lists. In addition to these curves horizontal lines are plotted corresponding to the Clio, Qs, Q2 and Q (low flow threshold) values. Within the geomorphically significant range (Q.io - Q4 one can see a visual representation of the relative positions of the peak flow curves. The peak flow curves are compared in a North/South (vertical) direction to compare post development peak flows to pre-development flows. The Pre-Development curve is plotted in blue, the unmitigated curve is plotted in red, and the mitigated curve is plotted in green. As long as the post Pg 169-170 STORM WATER MANAGEMENT MODEL APPLICATIONS MANUAL, EPA/600/R-09/000 July 2009 25 development curve lies below the pre-development curve (mostly'), the project meets the peak flow hydromodification requirements. Pass/Fail comparison of the curves The next two sets of data are the point by point comparison of the post-development curve(s) and the pre-development curve. The Pass/Fail table is helpful in determining compliance since the plotted lines can be difficult to see at the scales suitable for use in a report. Each point on the post- development curve has a corresponding "X" value (Recurrence Interval), and "Y" value (Peak Flow). For each point on the post development curve, the "X" value is used to interpolate the corresponding peak flow value from the pre-development curve. Then the Post-development peak flow value is compared to the pre- development peak flow value. Based on the relative values of each point, pass/fail criteria are determined point by point. For each set of data, the upper right hand header value shows the name of the file being displayed (ex. pea kFlowPassFailMitigated.TXT). The first line of the file also shows this value. The next line shows the time stamp of the file that is being analyzed. The time stamps of all of the report files should be within a minute or two of each other, otherwise there may have been tampering with the files. Each report run creates and prints all of the files and reports at one time so all the time stamps should be very close. It should be noted that the SWMM.out files will not have related time stamps since each file is developed independently. The first column is the zero based number of the point. The next two columns show the post development "X" and "'1" values. The next column shows the value interpolated between the two bounding points on the pre-development curve. The next three columns show the true or false values of the comparison of the two "Y" values. The last column shows the resultant pass or fail status of the point. There are three ways a point can pass. They are: Point is outside of the geomorphically significant range Qlo -Qf Qp.,t being less than Q pe Q,0t being less than 110% of the value of Qpre if the point is between Qs and Qio6 There are four ways that a point can fail. They are: Qst being greater than Qpre if the point is between Qf and 0.5 Qp.,t being greater than 110% of Qj,re if the point is between Qu and Qio If more than 10% of the points are between 100% and 110% of Q4,re for the points between Q. and Qio If the frequency interval for points> 100% of Qpre is greater than 1 year for the points between Qs and 0.10 A quick scan down the last column will quickly tell if there are any points that fail. See hydromodification limits for exceedance of pre-development values 6 section on how a point can fail point number 3 hereon 26 At the bottom of each set of data are the date stamp of the report to the left, and to the right is the page number/number of pages for the specific set of data (not the pages of the report!). Each new set of data has its own page numbering. Between the file name in the header row and the page numbering in the footer row, the engineer can readily scan the document for the data of interest. The Peak Flow Statistics Calculations There are three sets of data for the Peak Flow Statistics calculations (Pre-Development, Un-Mitigated, and Mitigated). As was the case for the pass/fail data, the upper right hand corner of each sheet has the file name. The first row of the data is the SWMM file name. The second row is the SWMM file time stamp of the file being analyzed. The 4th, 5th, and 6th rows are the calculated values for Qio, Qs, and Qi. These values are derived by linear interpolation between the nearest bounding points in the listing. While the relationship between the points in the peak flow analysis is not technically a linear relationship, the error introduced in using linear interpolation between such relatively close data points is assumed to be irrelevant. Finally, the footer row shows the report time and the page/number of pages of the data set. As was previously discussed, each storm listed was determined by reading the flow values directly from the binary output file from the SWMM program. The storms were then sorted in descending order of peak flow values. Then each storm was assigned a unique rank, then the Frequency and Return Period were calculated using Weibull formulas. Every discharge value for the entire rainfall record is listed in each of these lists. It should be noted that the derivation of these peak flow statistics values use full precision (i.e. no rounding off) of the SWMM output values. Since the precision of the calculations may not be the same as the SWMM program uses, and also the assignment of rank to values of equal peak flow value may differ slightly from the way SWMM calculates the tables, minor variances in the data values and/or the order of storms can be expected. Finally, as was previously stated, the values of the Return Period were plotted vs. the peak flow values to develop the peak flow frequency curves. Plan Check Suggestions As is the responsibility of the reviewing agency, any and all methods should be considered to verify that the SWMM analysis adequately models the site as far as hydrologic discharge is concerned, and that the data sets presented are valid results from consistent calculations, and that any and all results can be duplicated by manual methods and achieve the same results. In light of these goals, the plan checker is invited to consider the following tasks as part of the plan check process. Compare the Data Stamps for Each of the Statistics Files Used In This Analysis. For each set of calculations and report files, the first step of the process is to list out all the files in the report folder and delete those files. The very first step leaves the reports folder completely empty. Then as each successive step is performed, the results file is placed in the reports folder. Once all of the results files are complete, then the report file is compiled using the data directly from the files placed in the results folder. This means that the time stamps on each of the report files in the report should be within a minute or two depending on the speed of the computer. If the time values are more than a few minutes apart then the potential for inconsistent results files should be investigated. 27 Verify A Few Random Storm Statistics For each of the Pre, Un-mitigate and Mitigated peak flow statics tables, a few randomly selected storms should be checked against the values taken directly from the SWMM file. This can be done by opening the corresponding SWMM file, selecting the outfall node, selecting Report>Table>By Object, Setting the time format to Date/Time, selecting the appropriate node value, and clicking the OK button to generate a table of the date/time/Total Inflow values. Now scroll down the list to the start date and time of the randomly selected storm. Verify that the start date, end date, and the highest flow value between the start and end date correspond to the values shown in the statistics table. Do this for a few storm to verify that the data corresponds to the SWMM output file. Verify by hand a few of the frequency and return period values. Compare Plotted Curves to Table Data Randomly check a few of the plotted points against the values found in the Peak Flow Frequency Tables. Verify by Observation that the values of Qio, Q, Qz and Qif are reasonable. For each value shown on the reports, verify that the value shown for say Q10 is in between the next higher return period and the next lower period. Also verify that the correct values for each of these return periods are plotted correctly on the peak flow frequency graph. Manually Verify That the Pass Fail Table Is Correctly Calculated Select at random several points on each of the pass/fail tables to verify that the values for post X/Y and interpolated V look reasonable. Also check that the various test results are shown accurately in the chart and also the final pass/fail result looks accurate. Drawdown Time of Bio-retention Surface Ponding The drawdown time for hydromodification flow control facilities was calculated by assuming a starting water surface elevation coincident with the peak operating level in the bio-retention facility such as the elevation at the weir or the emergency spillway overflow. The instruction from the county of San Diego Department of Environmental Health (DEH) limits the drawdown time hydromodification flow control facilities to 96 hours. This restriction was implemented as mitigation to potential vector breeding issues and the subsequent risk to human health. Drawdown times were calculated based on the volume of the pond divided by Darcy's flow through a Biofiltration soil:q =kiA=k Therefore, T = /3600 Where: q= Flow rate (cfs) i=Hydraulic gradient (dimensionless) Ah=Total head lost (ft) t=Biofiltration thickness (ft) A= Biofiltration area (sqft) V=Volume of pond surface (cuft) 1= Drawdown time (hrs) 28 When the lower orifice controls the flow, the drawdown time is calculated based on the saturated depth and orifice flow rate. T = /3600 C0A0 J Where: t= Soil porosity (dimensionless) ALJD= LID area D - h=Total saturated depth (ft) C0= Orifice Coefficient (dimensionless) A0=Orif ice area (sqft) g= standard gravity=32.174 (q ) Table 4— Biofiltration Drawdown time BIORETENTION NAME PONDING DEPTH (FT) LOW ORIFICE DIAMETER (IN) POND DRAWDOWN TIME (HRS) MAX. ALLOWABLE DRAWDOWN TIME (HRS) IMP-01 2.0 1.0 36.49 96 IMP-02 2.0 2.0 17.37 96 IMP-03 2.0 1.5 22.97 96 IMP-04 2.0 2.0 5.29 96 IMP-OS 2.0 1.5 13.40 96 IMP-06 3.0 2.0 52.78 96 IMP-07 2.0 2.0 4.51 96 IMP-08 2.0 1.0 14.93 96 Conclusion: From the table above, the drawdown time for this Hydromodification blo-retention is released no longer than 4 days (96 hours), therefore the bio-retention surface storage will function as an effective LID control and mitigate the potential vector breeding issues. 29 VII. SUMMARY AND CONCLUSION The proposed project is designated as Hotel and Timeshare Resort and is treated by several bio- retention basins labeled as lMP-# (Integrated Management Plan).Two point of compliances (POCs) labeled as OUTFALL A and OUTFALL B were analyzed for pre-development, unmitigated and mitigated post-development conditions. The existing bioswale (bioretention) at the south westerly border of the project was included in this analysis so that it could be utilized in limiting the runoff for phase III of the project. The calculations shown in this report have concluded that the existing bioswale, with slight modification to the riser, will be sufficient, when combined with the proposed bio-retention basins for phase Ill, to mitigate the flows created by phase Ill of the project. The proposed basins for phase Ill were sized based on the required treatment area per LID requirements. Please refer to the projects SWPP for these sizing calculations. Hydromodification calculations were performed utilizing continuous simulation to size storm water control facilities. Storm Water Management Model (SWMM) version 5.1 distributed by USEPA was used to generate computed peak flow recurrence and flow duration series statistics. The analyzed SWMM runs attached show that the proposed bioretention facilities with variety of orifice flow control at the base of the gravel storage configured as shown in Figure 1 is in compliance with the HMP and SUSMP. At OUTFALL A, the flow duration curve on the following page shows without mitigation this project will increase the duration of the geomorphically significant flow after development about 62.9 hours (.718%x365 daysx24 hour/day = 62.9 hours) versus the existing condition 26.6 hours (0.304%x365daysx24 hour/day = 26.6 hours). With the proposed square footage bio-retentions and the low flow restrictors configured as shown in Figure 1 and Table 5 on the next page, the duration of the flow decreases to 21 hours (0.240%x365daysx24 hour/day =21 hours). At OUTFALL B, the flow duration curve on the following page shows without mitigation this project will increase the duration of the geomorphically significant flow after development to about 26.3 hours (0.301%x365 daysx24 hour/day = 26.3 hours) versus the existing condition 12.6 hours (0.144%x365daysx24 hour/day = 12.6 hours). With the proposed square footage bio-retentions and the low flow restrictors configured as shown in Figure 1 the duration of the flow decreases to 12.2 hours (0.139%x365day5x24 hour/day =12.2 hours). An increase less than 10% is allowable. Therefore, this study has demonstrated that the prOposed optimized bio-retention basin is sufficient to meet the current HMP and SUSMP criteria. The depth of the amended layers are tabularized as follows: 30 Table 5— Summary of Bio-Retention Sizes DIMENSIONS CIRCULAR BOX BIORETENTION BMP ORIFICE / OUTFALL IMP DMA SOIL GRAVEL RISER UPPER SURFACE IMPERMEABLE AREA HMP FLOW (SOFT) DEPTH DEPTH SIZE ORIFICE PONDING LINER? (SQFT) RESTRICTOR (INCHES) (INCHES) (INCHES) B IMP-01 78,937 2,178 18 18 1.00 24X24 N/A 24 YES A IMP-02 133,495 3,337 18 18 2.00 24X24 N/A 24 YES A IMP-03 185,601 4,508 18 18 0.50 24 X 24 N/A 24 YES B IMP-04 20,419 451 18 18 2.00 18X18 N/A 24 YES A IMP-OS 51,980 1,404 18 18 2.00 18X18 N/A 24 YES A IMP-06 626,262 13,112 18 18 2.00 24X24 N/A 24 YES Existing A IMP-07 8,7979 241 18 18 2.00 18x18 N/A 24 YES A IMP-08 25,710 750 18 18 2.00 18x18 N/A 24 YES THE BIOSWALE (IMP 6) WAS PREVIOUSLY SIZED TO HANDLE THE REQUIRED TREATMENT FLOWS FOR VILLAS 60-64. SINCE THIS AREA IS BEING REDESIGNED/REPERMITTED FOR PHASE III, IMP-7 WAS DESIGNED TO TREAT THE INCREASE IN IMPERMEABLE AREA AS SHOWN IN THE TABLE ABOVE.THE DECREASE IN LANDSCAPE AREA WAS MULTIPLIED BY .01 AND THEN BY 4%. THIS VALUE WAS THEN SUBTRACTED FROM THE INCREASE IN IMPERMEABLE AREA MULTIPLIED BY A SIZING FACTOR OF 4% TO FIND THE REQUIRED SIZE OF THE BASIN REQUIRED TO TREAT THE NEW BUILDING LAYOUT. IN SWMM CALCULATION, IMP-7 IS NOT MODELED DUE TO IMP-7 IS UTILIZED AS TREATMENT CONTROL ONLY. 31 Fig.8a — Flow Duration Curve for Outfall A Flow Duration Curves 10 Pie Developernent Post Development Un-Mifigated Post DevelWment Mitigated . . . ..:........................ Flow Duration PeDovotopement365(days)x24(hrlday)xo.304(%)z28.6(bours/year) Flow Duration Umnidgaled PostDevetopement=365(days)x24(hrlday)xo.718(%)42.9(hourslyear) Flow Duration Mitigated Post .v.top.msnt=365(das24(te/day)x0240(%)2I.0ihouralysar) i i i u i i 1 i i i I u 0 0.0 0.5 1.0 1.5 2.0 (%) Percent Time Exceedance Fig.8b — Flow Duration Curve for Outfall B Flow Duration Curves 2.0 - I - Pro Developcment - - - - - Post Devetopemont Un-Mitigated - Post Developement Mitigated -*- 010 (1.828cf8) 1.5 -*-.Ott (0 1380c15) -0.5 Flow Duration PreDoveiopement Flow Duration Unmitigated PostDi Flow Duration Mitigated Post evel i i I 12.6(hoursear) y)x0.301(%)26.3(hours!year)............................ .139(%).12.2(hourslyear) I I ).00 0.05 0.10 0.15 0.20 (%) Percent Time Exceedance 32 Attachment A SWMM DRAINAGE MANAGEMENT AREA MAP BMP SITE PLAN SWMP NO. 15-19 / 04( 1711 574614 30059:,-z199 44' 1 $4041 25244 OR) 014113771 48411,11104 WV 119771199 M4811464472 4401 U49R6/ /40 -, , 4 60)1124 // 17 .12 4120 9 140 CI! 9-1.' 44979 167 02 It32 4.4069 108 Ci? 111 42 05l9 CI? 1944459017 20I-4'4'044111 00540697 901 .941514111 0015414871 901 .474151411r 00040)9207 908-44451411 rn-S 40449 91T0'1 _______ 1-12 11049 IN) Cr2 00141/9201 940-44001414 054/OP /// 69-8 It-i? 2419 lAST C1 9 .42 7009 1010 IT? 94411820T 1201-440514117 95401421 208-404194617 LOW 404C1080808? (LID.) 0 LIIIIIIi] 08-20 5.4709 /16 4467)44441 518405 N/A 23-I) I/A 1401 .424014117 49944111 0 I N/A 08-10 146199 9* 644,1/4551 N/A 6251149*0 40-4) II 00109 1/11 2157 1' ® N/A 94-42 142 12/ 0044111201 00L49T 0102/lW 1/C /61210W/OR /5074/146 /741/9105 4) 174 P19!C0015 .2444 0411/4*4/It 4014 64 9407 2420 014.464 924142109 9*464 (9) 996 .4494(9) 10141 .9947 4120408 5229 *44/9942 5179 515404 004 24919 .241 9680940211 (0406) 255 40751012152/0 7)114411/96085210 14041401715011(47 214540-64 5R44054442451400&'SXNSAIIOAFOUVIIW 209011421 46-7 *45 00V 7) 15441 174 IEAN142 124495144*24494451462/6.96 7.421 46744 04 15/78442 12 1440141472 4424 145104 14'RID 8/' 07.442 047? 6/2447 915 62114 *45 1915)9.6947110/99* 5440/149*4495444401.44241(499108/4 91444/ /46/07 5' 4179 1140 046749419022469614240671410 IV 101011949(41 10699014/11)1 — Ru - Ru - - Ru Ru m m Ru 1/ARTY RESPONSIBLE FOR MAINTENANCE: NAME 08950 04071/ RESORTS, IL) 1 17440040140 Mz7CAraTr 109641 4005555 5400 PASTOUD COURT SUITE 20/ 4141544/7/4549) 5FC4944168 /10/S /29 CORLS240. CA 42009 PHONE ND 750-431-RSOO /94025 2 0490/4001 TO 97 R0 0415 7/ CONRMCI PLAN PREPARED BY: A NAME DE-0 ADDRESS 440 STATE 01.000 .E 4S0 ESC050400, CO 92020 5 04957 /0/ 0412129/ATIC 49924201064 CEDI/T/CAI1CRI 150 45629 142491424' 1600 1111 9.0140 41(4(9) 9447' 1111 6*091 44/440 0 *01 MA /49741 2-fl 90*4/9 /4901(9 4905/705 1815% 9_J/ /4407544/f 5,17 22501 01 4/59% 49/494(97 10 789176. 15741 511246 404 4164% 014/444 /424 1111 51940 —14 2 07 002402 599 4794 (9:) 1567 1157 019012 7529 01/994055 /01 014.1 2 AN 2 70/410 -4-- IA- 29019105 ' -17 .' SC .71 /45052411 I/SIR 22551 111)1495 010 207510 24754344(9) 17701 IA- - 229 1179' AN /427' — 1424 5401 0414 1111 9*749 4171 4 (9) 9651172 /59117/ /11410 9 0/3 91-42 14/050411 I//TI 0787 /719171715 419 979% SCSS 608411/ CON/WIT IA— 16/ 99/ 14092424 2095 /991015 010 • 2-2 99674141 AC 19241 /00 5921/40 * 148410/101 4205 ITO /2400 179696 49050 74/15 110099 1781409(9105 100 I/Ill: lllx 11 IA— : -11 IA— . ' 4004 90469 4601/9 608 805790 08 9247099*46(9710 412 *0 — ;)x 51 4 I4D4PSC44t 1080914 0148 4041/646 IX 0218% SC 64 311621241/ .401 910 4197)646 TOO 0/6% 59 50 14965241171 TORt .1812 010 44T 40 SC-IT 590*4/1 1047)911 .1211 4114745715 42.0110 9*4204(97 7407 4*199V 69494119 M4N47t/t4CTt4y 0590910014492105 145 240114111200111415 4643 CACI'04124149910(AUTIN/11O/VA504S /047 1717/SEES 40442 2.01 45 /441404459 44445 To/Ar 140411 1040 Al' 4444 4 14C1074' 1517418t908/'98/424 49/ID 021*0.46 A04•4 0' 225414969 1429/1156 919*149406796/00/046/041549(404 1061149/' 11444 455 4E8 100*681964010313092861421476101 Attachment B SWMM STATISTICS ANALYSIS, FLOW DURATION CURVE AND PASS/FAIL TABLE Excel Engineering STATISTICS ANALYSIS OF THE SWMM FILES FOR: ANALYSIS DETAILS Statistics Selection: Nodes/Total Inflow Stream Susceptibility to Channel Erosion: High (QIf = (0.1)Q2) Assumed time between storms (hours): 24 PRE-DEVELOPEMENT SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP1\SWMM\OutFalI A\14100-PRE-A.out SWMM file time stamp: 10/19/2015 4:25:05 PM Selected Node to Analyze: Outfall-A POST-DEVELOPEMENT UN-MITIGATED SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP1\SWMM\OutFalI A\14100-POST-A.out SWMM file time stamp: 6/30/2015 12:37:55 PM Selected Node to Analyze: Outfall-A POST-DEVELOPEMENT MITIGATED SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-MIT-A.out SWMM file time stamp: 11/2/2015 4:09:54 PM Selected Node to Analyze: Outfall-A MITIGATED CONDITIONS RESULTS For the Unmitigated Conditions: Flow Duration Conditions FAIL Peak Flow Conditions FAIL For the Mitigated Conditions: Flow Duration Conditions PASS Peak Flow Conditions PASS ---Mitigated Conditions--- The Mitigated Conditions flow duration curve is composed of 1532 points. Of the points, 2 point(s) are above the flow control upper limit (Q10), 784 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (QIf to Q10), 746 point(s) have a lower duration than pre-development conditions. These points all pass. There are no points that failed, therefore the unmitigated conditions flow duration requirements have been met. g:\14\141n0\GPIP\GP1\SWMM\outFall A\Rpnrts\\OutFIl A-RsuItc.pdf 11/3/2015 9:28:10 AM software version: 1.0.5233.35970 Excel Engineering The Mitigated Conditions peak flow frequency curve is composed of 457 points. Of the points, 1 point(s) are above the flow control upper limit (0.10), 329 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (Qlf to 0.10), 127 point(s) have a lower peak flow rate than pre-development conditions. These points all pass. There are no points that failed, therefore the unmitigated conditions peak flow requirements have been met. ---Unmitigated Conditions--- The Unmitigated Conditions flow duration curve is composed of 1451 points. Of the points, 3 point(s) are above the flow control upper limit (Q10), 525 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (QIf to 0.10), 42 point(s) have a lower duration than pre-development conditions. These points all pass. There are 877 point(s) (within the flow control range) that the post-development condition exceeded the pre-development condition by MORE than 10%. If any number of points in the flow control range exceed pre-development values by MORE than 10% then the study FAILS flow control requirements. There are 4 point(s) that the post-development condition exceeded the pre-development conditions by LESS than 10%. This accounts for 0.3% of the curve length, which is greater than the 10% allowed. Therefore the study FAILS flow control requirements. Since there are 881 points that failed (ie more than 0), the unmitigated conditions flow duration requirements have NOT been met. The Unmitigated Conditions peak flow frequency curve is composed of 505 points. Of the points, 3 point(s) are above the flow control upper limit (0.10), 95 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (QIf to 0.10), 105 point(s) have a lower peak flow rate than pre-development conditions. These points all pass. There are 302 point(s) from QIf to Q5 that the post-development peak flow rate exceeded the pre-development flow rates. If any number of points from QIf to Q5 exceed pre-development values (at all), the study fails. Since there are 302 points that failed (ie more than 0), the unmitigated conditions peak flow requirements have NOT been met. 0:\14.14100\GPIP\GP1\SWMM\OutFall A\Rportc\\OutFall A-Recults.pdf 11/3/2015 9:28:10 AM software version: 1.0.5233.35970 15 Excel Engineering Peak Flow Frequency Curves 5 n LE Pre Development Post Development Un.Mitigated - Post Development Mitigated -)(- QIO(11.971cfs) -- 05(11.121cfs) Q2 (7.866cfs) QIf (0.7866cfs) I I I i I I I I • I I I I • I I 0 10 20 30 40 50 Return Period (Years) Excel Engineering peakFlowPassFail Mitigated .TXT Compare Post-Developement Curve to Pre-Developement Curve post-developement SWMM file: Q:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-MIT-A.out post-developement time stamp: 11/2/2015 4:09:54 PM Compared to: pre-developement SWMM file: Q:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-PRE-A.out pre-developement time stamp: 10/19/20154:25:05 PM 0 qO qo 17.84 sp FALSE le FALSE FALSE 58.00 17.66 Pass- Qpost Above Flow Control Upper Limit 1 29.00 7.89 14.45 TRUE FALSE FALSE Pass- Qpost < Qpre 2 19.30 6.36 13.37 TRUE FALSE FALSE Pass- Qpost < Qpre 3 14.50 6.05 12.97 TRUE FALSE FALSE Pass- Qpost < Qpre 4 11.60 4.93 12.27 TRUE FALSE FALSE Pass- Qpost < Qpre 5 9.70 4.82 11.92 TRUE FALSE FALSE Pass- Qpost < Qpre 6 7 8.30 7.30 4.25 11.84 TRUE FALSE FALSE - FALSE .Pass- Qpost<Qpre Pass- Qpost < Qpre 4.09 11.81 TRUE FALSE 8 6.40 5.80 3.95 3.66 11.77 11.68 TRUE TRUE FALSE FALSE FALSE FALSE Pass- Qpost .cQpre _______.... Pass- Qpost .cQpre 9 10 5.30 3.26 11.36 TRUE FALSE FALSE Pass- Opost < Qpre 1 12 4.80 4.50 3.23 10.73 TRUE TRUE FALSE FALSE FALSE - FALSE Pass- Qpost <Opre Pass- Qpost < Qpre 13 4.10 3.22 10.69 TRUE FALSE FALSE Pass- Qpost < Qpre 14 15 3.90 3.60 3.17 3.12 -10.61 10.49 TRUE TRUE -FALSE FALSE .FALSE - FALSE Pass- qpost < Qpre Pass- Qpost < Qpre 16 3.40 3.07 9.73 TRUE FALSE FALSE Pass- Qpost < Qpre 17 3.20 2.94 9.62 TRUE FALSE FALSE Pass- Qpost < Qpre 18 19 . 3.10 2.90 2.86 9.61 9.57 TRUE TRUE FALSE FALSE Pass- Qpost < Qpre P ass- Qpost <Opre 2.81 FALSE FALSE 20 2.80 2.73 9.41 TRUE FALSE FALSE Pass- Qpost<Qpre 21 2.60 2.73 9.39 TRUE FALSE FALSE Pass-Opost <Qpre 22 2.50 .3.?5----------------10.97 2.68 9.00 TRUE FALSE FALSE Pass-Qpost <Qpre 23 2.40 2.59 8.94 TRUE FALSE FALSE Pass-Qpost <Qpre 24 2.30 2.59 8.72 TRUE FALSE FALSE Pass-Qpost <Opre 25 2.20 2.56 8.05 TRUE FALSE FALSE Pass-Qpost <Qpre 26 2.10 2.56 7.99 TRUE FALSE FALSE Pass-Qpost <Qpre 27 2.10 2.48 7.99 TRUE FALSE FALSE Pass-Qpost <Qpre 28 2.00 2.48 7.87 TRUE FALSE FALSE Pass- Qpost.cQpre 29 1.90 2.30 7.83 TRUE FALSE FALSE Pass-Qpost <Opre 30 1.90 2.28 7.83 TRUE FALSE FALSE Pass-Qpost <Qpre 31 1.80 2.27 7.50 1 TRUE FALSE FALSE 1 Pass-Qpost <Qpre 32 1 1.80 2.25 7.50 TRUE FALSE FALSE I Pass-Qpost <Qpre 33 1 - .70 2.23 7.35 1 TRUE FALSE FALSE I Pass-Qpost <Qpre 11/3/2015 9:28 AM 1/12 Excel Engineering peakFlowpassFail M itigated.TXT q4 0 Ile ¼10 CP 34 1.70 2.20 7.35 TRUE FALSE FALSE Pass- Opost < Qpre 35 1.60 2.16 6.92 TRUE FALSE FALSE Pass- Qpost < Qpre 36 1.60 2.15 6.92 TRUE FALSE FALSE Pass- Qpost < Qpre 37 1.50 2.14 6.46 TRUE FALSE FALSE Pass- Qpost < Qpre 38 1.50 2.06 6.46 TRUE FALSE FALSE Pass- Qpost < Qpre 39 1.50 2.05 6.46 TRUE FALSE FALSE Pass- Qpost < Qpre 40 1.40 1.99 5.93 TRUE FALSE FALSE Pass- Qpost < Qpre 41 1.40 1.97 5.93 TRUE FALSE FALSE Pass- Qpost < Qpre 42 1.30 1.93 5.76 TRUE FALSE FALSE Pass- Qpost < Opre 43 1.30 1.92 5.76 TRUE FALSE FALSE Pass- Qpost < Opre 44 1.30 1.91 5.76 TRUE FALSE FALSE Pass- Qpost .c Qpre 45 1.30 1.87 5.76 TRUE FALSE FALSE Pass- Qpost < Opre 46 1.20 1.87 5.29 TRUE FALSE FALSE Pass- Qpost <Qpre 47 1.20 1.86 5.29 TRUE FALSE FALSE Pass- Qpost < Qpre 48 1.20 1.83 5.29 TRUE FALSE FALSE Pass- Qpost < Opre 49 1.20 1.83 5.29 TRUE FALSE FALSE Pass- Qpost < Opre 50 1.10 1.82 5.10 TRUE FALSE FALSE Pass- Qpost < Qpre 51 1.10 1.79 5.10 TRUE FALSE FALSE Pass- Qpost < Opre 52 1.10 1.72 5.10 TRUE FALSE FALSE Pass- Qpost < Qpre 53 1.10 1.71 5.10 TRUE FALSE FALSE Pass- Qpost < Qpre 54 1.10 1.70 5.10 TRUE FALSE FALSE Pass- Qpost < Qpre 55 1.00 1.69 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 56 1.00 1.68 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 57 1.00 1.67 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 58 1.00 1.66 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 59 1.00 1.65 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 60 1.00 1.64 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 61 0.90 1.64 4.80 TRUE FALSE FALSE Pass- Opost < Qpre 62 0.90 1.63 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 63 0.90 1.57 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 64 0.90 1.52 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 65 0.90 1.51 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 66 0.90 1.51 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 67 0.90 1.51 4.80 TRUE FALSE FALSE Pass- Opost < Opre 68 0.80 1.50 4.34 TRUE FALSE FALSE Pass- Qpost < Opre 69 0.80 1.50 4.34 TRUE FALSE FALSE Pass- Opost < Opre 70 0.80 1.49 4.34 TRUE FALSE FALSE Pass- Opost < Opre 71 0.80 1.48 4.34 TRUE FALSE FALSE Pass- Opost < Opre 72 0.80 1.46 4.34 TRUE FALSE FALSE Pass- Opost < Opre 73 0.80 1.44 4.34 TRUE FALSE FALSE Pass- Opost < Qpre 74 0.80 1.43 4.34 TRUE FALSE FALSE Pass- Opost < Qpre 75 0.80 1.43 4.34 TRUE FALSE FALSE Pass- Opost < Qpre 11/3/2015 9:28 AM 2/12 Excel Engineering pea kFlowPassFailMitigated.TXT 5? GO 76 0.80 1.42 4.34 TRUE FALSE FALSE Pass- Qpost < Qpre 77 0.70 1.39 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 78 0.70 1.36 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 79 0.70 1.33 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 80 0.70 1.32 3.76 TRUE FALSE FALSE Pass- Opost < Qpre 81 0.70 1.30 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 82 0.70 1.29 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 83 0.70 1.27 3.76 TRUE FALSE FALSE Pass- Qpost < Opre 84 0.70 1.27 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 85 0.70 1.25 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 86 0.70 1.24 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 87 0.70 1.23 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 88 0.70 1.21 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 89 0.60 1.20 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 90 0.60 1.19 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 91 0.60 1.18 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 92 0.60 1.18 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 93 0.60 1.17 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 94 0.60 1.16 3.24 TRUE FALSE FALSE Pass- Qpost < Opre 95 0.60 1.15 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 96 0.60 1.15 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 97 0.60 1.14 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 98 0.60 1.14 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 99 0.60 1.12 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 100 0.60 1.11 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 101 0.60 1.10 3.24 TRUE FALSE FALSE Pass- Qpost < Opre 102 0.60 1.08 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 103 0.60 1.07 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 104 0.50 1.07 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 105 0.50 1.07 3.02 TRUE FALSE FALSE Pass- Qpost <Qpre 106 0.50 1.06 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 107 0.50 1.05 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 108 0.50 1.05 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 109 0.50 1.02 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 110 0.50 1.02 3.02 TRUE FALSE FALSE Pass- Qpost<Opre 111 0.50 1.01 3.02 TRUE FALSE FALSE Pass- Qpost.cOpre 112 0.50 1.00 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 113 0.50 1.00 3.02 TRUE FALSE FALSE Pass- Qpost <Opre 114 0.50 0.98 3.02 TRUE - FALSE FALSE FALSE FALSE :9P0St < Qpre Pass- Qpost < Qpre lib 0.50 0.97 3.02 TRUE 116 0.50 0.95 3.02 TRUE FALSE FALSE Pass- Qpost <Qpre 117 0.50 0.92 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 11/3/2015 9:28 AM 3/12 Excel Engineering peakFlowPassFail M itigated.TXT q 0 1 .1115 118 0.50 0.91 3.02 TRUE FALSE FALSE Pass- Opost < Opre 119 0.50 0.91 3.02 TRUE FALSE FALSE Pass- Qpost .cQpre 120 0.50 0.89 3.02 TRUE FALSE FALSE Pass- Opost < Opre 121 0.50 0.85 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 122 0.50 0.85 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 123 0.50 0.84 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 124 0.50 0.82 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 125 0.50 0.81 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 126 0.50 0.80 3.02 TRUE FALSE FALSE Pass- Qpost < Opre 127 0.40 0.79 2.72 TRUE FALSE FALSE Pass- Qpost < Opre 128 0.40 0.79 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 129 0.40 0.78 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 130 0.40 0.77 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 131 0.40 0.76 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 132 0.40 0.76 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 133 0.40 0.75 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 134 0.40 0.75 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 135 0.40 0.75 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 136 0.40 0.75 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 137 0.40 0.74 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 138 0.40 0.73 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 139 0.40 0.71 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 140 0.40 0.70 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 141 0.40 0.69 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 142 0.40 0.68 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 143 0.40 0.68 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 144 0.40 0.67 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 145 0.40 0.67 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 146 0.40 0.67 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 147 0.40 0.66 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 148 0.40 0.65 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 149 0.40 0.64 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 150 0.40 0.64 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 151 0.40 0.63 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 152 0.40 0.62 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 153 0.40 0.62 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 154 0.40 0.62 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 155 0.40 0.61 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 156 0.40 0.59 2.72 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 157 0.40 0.59 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 158 1 0.40 0.58 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 159 1 0.40 0.57 2.72 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 4/12 Excel Engineering peakFlowPassFailMitigated.TXT qO 0. qc CR / 160 0.30 0.56 2.26 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 161 0.30 0.55 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 162 0.30 0.55 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 163 0.30 0.55 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 164 0.30 0.55 2.26 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 165 0.30 0.54 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 166 0.30 0.54 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 167 0.30 0.53 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 168 0.30 0.52 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 169 0.30 0.50 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 170 0.30 0.50 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 171 0.30 0.49 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 172 0.30 0.49 2.26 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 173 0.30 0.48 2.26 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 174 0.30 0.48 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 175 0.30 0.48 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 176 0.30 0.48 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 177 0.30 0.47 2.26 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 178 0.30 0.47 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 179 0.30 0.46 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 180 0.30 0.46 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 181 0.30 0.45 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 182 0.30 0.45 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 183 0.30 0.45 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 184 0.30 0.44 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 185 0.30 0.44 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 186 0.30 0.44 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 187 0.30 0.43 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 188 0.30 0.43 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 189 0.30 0.43 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 190 0.30 0.43 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 191 0.30 0.43 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 192 0.30 0.42 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 193 0.30 0.42 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 194 0.30 0.42 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 195 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 196 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 197 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 198 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 199 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 200 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 201 0.30 0.41 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 5/12 Excel Engineering pea kFlowPassFail Mitigated.TXT qO b I ° 202 0.30 0.40 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 203 0.30 0.40 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 204 0.30 0.40 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 205 0.30 0.40 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 206 0.30 0.40 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 207 0.30 0.40 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 208 0.30 0.39 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 209 0.30 0.39 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 210 0.30 0.39 2.26 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 211 0.30 0.39 2.26 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 212 0.20 0.39 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 213 0.20 0.39 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 214 0.20 0.38 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 215 0.20 0.38 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 216 0.20 0.38 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 217 0.20 0.38 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 218 0.20 0.38 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 219 0.20 0.38 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 220 0.20 0.37 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 221 0.20 0.37 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 222 0.20 0.37 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 223 0.20 0.37 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 224 0.20 0.37 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 225 0.20 0.36 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 226 0.20 0.36 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 227 0.20 0.36 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 228 0.20 0.36 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 229 0.20 0.36 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 230 0.20 0.36 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 231 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 232 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 233 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 234 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 235 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 236 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 237 0.20 0.35 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 238 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 239 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 240 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 241 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 242 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 243 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 6/12 Excel Engineering pea kFlowPassFail Mitigated.TXT 04. Q4 p\0 VV 244 0.20 0.34 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 245 0.20 0.33 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 246 0.20 0.33 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 247 0.20 0.33 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 248 0.20 0.33 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 249 0.20 0.32 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 250 0.20 0.32 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 251 0.20 0.32 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 252 0.20 0.31 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 253 0.20 0.31 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 254 0.20 0.31 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 255 0.20 0.31 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 256 0.20 0.31 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 257 0.20 0.31 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 258 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 259 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 260 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 261 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 262 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 263 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 264 0.20 0.30 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 265 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 266 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 267 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 268 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 269 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 270 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 271 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 272 0.20 0.29 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 273 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 274 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 275 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 276 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 277 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 278 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 279 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 280 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 281 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 282 0.20 0.28 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 283 1 0.20 0.27 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 284 1 0.20 0.27 1.88 1 FALSE FALSE I FALSE Pass- Qpost Below Flow Control Threshold 285 1 0.20 0.27 1 1.88 1 FALSE I FALSE I FALSE Pass- Opost Below Flow Control Threshold 11/3/2015 9:28 AM 7/12 Excel Engineering pea kFlowPassFailMitigated.TXT 286 0.20 0.27 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 287 0.20 0.27 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 288 0.20 0.27 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 289 0.20 0.27 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 290 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 291 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 292 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 293 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 294 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 295 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 296 0.20 0.26 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 297 0.20 0.25 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 298 0.20 0.25 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 299 0.20 0.25 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 300 0.20 0.25 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 301 0.20 0.25 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 302 0.20 0.25 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 303 0.20 0.24 1.88 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 304 0.20 0.24 1.88 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 305 0.10 0.24 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 306 0.10 0.24 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 307 0.10 0.24 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 308 0.10 0.24 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 309 0.10 0.24 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 310 0.10 0.24 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 311 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 312 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 313 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 314 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 315 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 316 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 317 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 318 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 319 0.10 0.23 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 320 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 321 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 322 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 323 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 324 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 325 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 326 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 327 0.10 0.22 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 8/12 Excel Engineering pea kFlowPassFail Mitigated .TXT CP G CP Ile 0 / 328 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 329 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 330 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 331 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 332 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 333 0.10 0.21 1.25 FALSE FALSE FALSE• Pass- Qpost Below Flow Control Threshold 334 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 335 0.10 0.21 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 336 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 337 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 338 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 339 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 340 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 341 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 342 0.10 0.20 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 343 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 344 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 345 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 346 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 347 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 348 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 349 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 350 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 351 0.10 0.19 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 352 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 353 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 354 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 355 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 356 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 357 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 358 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 359 0.10 0.18 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 360 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 361 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 362 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 363 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 364 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 365 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 366 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 367 0.10 0.17 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 368 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 369 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 9/12 Excel Engineering peakFlowPassFail Mitigated.TXT I Ile oP 4. Ole 00 370 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 371 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 372 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 373 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 374 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 375 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 376 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 377 0.10 0.16 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 378 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 379 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 380 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 381 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 382 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 383 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 384 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 385 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 386 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 387 0.10 0.15 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 388 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 389 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 390 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 391 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 392 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 393 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 394 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 395 0.10 0.14 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 396 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 397 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 398 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 399 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 400 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 401 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 402 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 403 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 404 0.10 0.13 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 405 0.10 0.12 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 406 0.10 0.12 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 407 0.10 0.11 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 408 0.10 0.11 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 409 0.10 0.11 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 410 0.10 0.10 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 411 0.10 0.10 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 10/12 Excel Engineering pea kFlowPassFail M itigated.TXT ON / 0 0 SP CIR 412 0.10 0.10 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 413 0.10 0.09 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 414 0.10 0.09 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 415 0.10 0.09 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 416 0.10 0.09 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 417 0.10 0.08 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 418 0.10 0.08 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 419 0.10 0.08 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 420 0.10 0.08 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 421 0.10 0.07 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 422 0.10 0.07 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 423 0.10 0.07 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 424 0.10 0.07 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 425 0.10 0.06 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 426 0.10 0.06 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 427 0.10 0.06 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 428 0.10 0.06 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 429 0.10 0.05 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 430 0.10 0.05 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 431 0.10 0.05 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 432 0.10 0.05 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 433 0.10 0.05 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 434 0.10 0.04 1.25 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 435 0.10 0.04 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 436 0.10 0.03 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 437 0.10 0.03 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 438 0.10 0.03 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 439 0.10 0.03 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 440 0.10 0.03 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 441 0.10 0.03 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 442 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 443 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 444 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 445 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 446 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 447 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 448 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 449 0.10 0.02 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 450 0.10 0.01 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 451 1 0.10 1 0.01 1.25 FALSE FALSE FALSE 1 Pass- Qpost Below Flow Control Threshold 452 0.10 1 0.01 1.25 FALSE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 453 0.10 1 0.01 1 1.25 1 FALSE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 11/12 Excel Engineering peakFlowPassFailMitigated.TXT ke o\o fr 4 Qoc 04. q 4- q cP SDI 454 0.10 0.00 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 455 0.10 0.00 1.25 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 456 0.10 1 0.00 1.25 FALSE FALSE I FALSE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 12/12 Excel Engineering pea kFlowStatisticsPre.txt SWMM.out file name: Q:\14\14100\GPIP\GP1\SWMM\OutFall A\1 41 00-PRE-A.out SWMM.out time stamp: 10/19/2015 4:25:05 PM 010:11.971 05: 11.121 02: 7.866 Peak Flow Statistics Table Values Rank Start Date End Date Duration Peak Frequency Return Period 1 1995/01/03 06:00:00 1995/01/05 03:00:00 46 17.838 0.09% 58 2 2003/02/24 17:00:00 2003/02/28 00:00:00 80 14.45 0.17% 29 3 1958/02/03 03:00:00 1958/02/04 17:00:00 39 13.372 0.261/6 19.3 4 1969/02/18 06:00:00 1969/02/25 21:00:00 184 12.968 0.34% 14.5 5 2005/02/17 17:00:00 2005/02/19 10:00:00 42 12.272 0.43% 11.6 6 1980/03/02 19:00:00 1980/03/03 17:00:00 23 11.915 0.51% 9.7 7 1980/02/1311:00:00 1980/02/21 07:00:00 189 11.837 0.60% 8.3 8 1978/01/03 17:00:00 1978/01/06 18:00:00 74 11.805 0.69% 7.3 9 1978/02/27 05:00:00 1978/03/0503:00:00 143 11.771 0.77% 6.4 10 1993/01/12 13:00:00 1993/01/18 20:00:00 152 11.682 0.86% 5.8 11 1958/03/30 23:00:00 1958/04/04 10:00:00 108 11.355 0.94% 5.3 12 2000/10/29 20:00:00 2000/10/31 00:00:00 29 10.965 1.03% 4.8 13 1952/11/1414:00:00 1952/11/1612:00:00 47 10.725 1.11% 4.5 14 2004/10/27 01:00:00 2004/10/28 11:00:00 35 10.687 1.20% 4.1 15 1952/01/1606:00:00 1952/01/1811:00:00 54 10.609 1.29% 3.9 16 1982/03/1703:00:00 1982/03/1823:00:00 45 10.489 1.37% 3.6 17 1979/01/14 18:00:00 1979/01/16 03:00:00 34 9.725 1.46% 3.4 18 1998/02/03 02:00:00 1998/02/04 19:00:00 42 9.62 1.54% 3.2 19 1983/02/2606:00:00 1983/03/05 02:00:00 165 9.611 1.63% 3.1 20 1970/12/1621:00:00 1970/12/1923:00:00 75 9.569 1.71% 2.9 21 1978/02/05 10:00:00 1978/02/1400:00:00 207 9.414 1.80% 2.8 22 1965/11/21 05:00:00 1965/11/2307:00:00 51 9.387 1.890/0 2.6 23 1983/01/28 23:00:00 1983/01/29 13:00:00 15 8.997 1.97% 2.5 24 2004/10/17 05:00:00 2004/10/20 21:00:00 89 8.936 2.06% 2.4 25 1998/02/2202:00:00 1998/02/2500:00:00 71 8.724 2.14% 2.3 26 1998/02/14 02:00:00 1998/02/20 17:00:00 160 8.049 2.23% 2.2 27 1991/12/29 15:00:00 1991/12/3004:00:00 14 7.989 2.31% 2.1 28 2008/01/26 21:00:00 2008/01/27 23:00:00 27 7.895 2.40% 2.1 29 1980/01/27 22:00:00 1980/01/30 17:00:00 68 7.866 2.49% 2 30 2008/01/05 01:00:00 2008/01/07 07:00:00 55 7.831 2.57% 1.9 31 1978/01/16 15:00:00 1978/01/17 03:00:00 13 7.798 2.66% 1.9 32 1995/03/11 01:00:00 1995/03/1201:00:00 25 7.5 2.74% 1.8 33 1983/09/29 09:00:00 1983/10/01 12:00:00 52 7.348 2.83% 1.8 34 1992/02/1211:00:00 1992/02/1307:00:00 21 7.345 2.91% 1.7 35 1991/02/2718:00:00 1991/03/01 11:00:00 42 7.221 3.00% 1.7 36 1993/02/07 18:00:00 1993/02/0908:00:00 39 6.916 1 3.080/6 11.6 37 1985/11/11 04:00:00 1985/11/12 09:00:00 30 6.69 1 3.17% 11.6 38 1961/12/0118:00:00 1961/12/0304:00:00 35 6.455 1 3.260/o 11.5 11/3/2015 9:28 AM 1/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 39 1977/08/16 15:00:00 1977/08/1801:00:00 35 6.003 3.34% 1.5 40 2004/12/31 13:00:00 2005/01/01 11:00:00 23 5.999 3.43% 1.5 41 1986/02/14 22:00:00 1986/02/15 10:00:00 13 5.926 3.51% 1.4 42 2003/02/11 02:00:00 2003/02/14 17:00:00 88 5.759 3.60% 1.4 43 2002/11/08 02:00:00 2002/11/09 19:00:00 42 5.757 3.68% 1.3 44 1979/01/05 07:00:00 1979/01/06 15:00:00 33 5.703 3.77% 1.3 45 1994/02/03 18:00:00 1994/02/05 02:00:00 33 5.654 3.860/6 1.3 46 1958/02/1906:00:00 1958/02/19 17:00:00 12 5.297 3.940/6 1.3 47 2005/01/07 05:00:00 2005/01/12 04:00:00 120 5.291 4.030/6 1.2 48 1986/03/15 21:00:00 1986/03/17 03:00:00 31 5.257 4.11% 1.2 49 1968/03/07 20:00:00 1968/03/08 14:00:00 19 5.127 4.20% 1.2 50 1993/02/18 10:00:00 1993/02/20 14:00:00 53 5.126 4.28% 1.2 51 1963/09/17 03:00:00 1963/09/18 22:00:00 44 5.098 4.37% 1.1 52 1988/12/24 19:00:00 1988/12/2500:00:00 6 5.07 4.46% 1.1 53 1980/01/09 01:00:00 1980/01/12 13:00:00 85 5.058 4.540/6 1.1 54 2005/02/21 02:00:00 2005/02/23 08:00:00 55 5.053 4.63% 1.1 55 1965/12/09 05:00:00 1965/12/1011:00:00 31 5.051 4.71% 1.1 56 2008/02/20 08:00:00 2008/02/22 14:00:00 55 5.047 4.80% 1 57 1991/03/25 02:00:00 1991/03/27 06:00:00 53 5.034 4.88% 1 58 1960/04/27 03:00:00 1960/04/27 12:00:00 10 4.93 4.97% 1 59 1971/12/2406:00:00 1971/12/25 23:00:00 42 4.818 5.06% 1 60 2001/02/1215:00:00 2001/02/15 02:00:00 60 4.813 5.14% 1 61 2005/04/28 06:00:00 2005/04/28 10:00:00 5 4.802 5.23% 1 62 2003/03/15 02:00:00 2003/03/17 02:00:00 49 4.797 5.31% 0.9 63 1978/01/14 14:00:00 1978/01/15 06:00:00 17 4.748 5.40% 0.9 64 1954/02/13 14:00:00 1954/02/14 16:00:00 27 4.649 5.480/6 0.9 65 1962/01/20 11:00:00 1962/01/2222:00:00 60 4.6 5.57% 0.9 66 1982/12/2208:00:00 1982/12/23 09:00:00 26 4.526 5.66% 0.9 67 2007/01/30 12:00:00 2007/01/31 06:00:00 19 4.526 5.74% 0.9 68 1972/01/16 18:00:00 1972/01/1709:00:00 16 4.418 5.83% 0.9 69 1960/01/10 09:00:00 1960/01/12 09:00:00 49 4.335 5.91% 0.8 70 1963/03/16 21:00:00 1963/03/17 23:00:00 27 4.147 6.00% 0.8 71 1999/01/25 04:00:00 1999/01/27 06:00:00 51 4.069 6.08% 0.8 72 1977/12/2801:00:00 1977/12/3003:00:00 51 3.998 6.17% 0.8 73 2005/01/03 05:00:00 2005/01/05 11:00:00 55 3.906 6.26% 0.8 74 2006/10/13 23:00:00 2006/10/14 02:00:00 4 3.901 6.34% 0.8 75 1969/02/0506:00:00 1969/02/06 20:00:00 39 3.805 6.43% 0.8 76 1979/11/07 18:00:00 1979/11/08 05:00:00 12 3.791 6.51% 0.8 77 1983/12/24 08:00:00 1983/12/27 09:00:00 74 3.77 6.60% 0.8 78 1981/03/19 19:00:00 1981/03/20 04:00:00 10 3.764 6.680/6 0.7 79 1978/09/05 16:00:00 1978/09/06 13:00:00 22 3.751 6.770/6 0.7 80 1966/12/0301:00:00 1966/12/0700:00:00 96 3.702 6.860/6 0.7 81 2003/04/13 17:00:00 2003/04/15 18:00:00 50 3.611 6.94% 0.7 82 2001/01/26 11:00:00 2001/01/27 22:00:00 36 3.541 7.03% 0.7 83 1975/04/05 20:00:00 1975/04/09 10:00:00 87 3.512 7.11% 0.7 84 1954/01/18 09:00:00 1954/01/20 07:00:00 47 3.456 7.20% 0.7 85 1987/10/11 10:00:00 1987/10/12 21:00:00 36 1 3.354 7.28% 0.7 11/3/2015 9:28 AM 2/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 86 1968/12/24 17:00:00 1968/12/26 12:00:00 44 3.322 7.37% 0.7 87 1954/03/16 20:00:00 1954/03/17 21:00:00 26 3.293 7.46% 0.7 88 1997/01/12 13:00:00 1997/01/14 02:00:00 38 3.284 7.540/6 0.7 89 1993/06/05 12:00:00 1993/06/05 17:00:00 6 3.275 7.63% 0.7 90 1959/02/11 06:00:00 1959/02/12 07:00:00 26 3.236 7.71% 0.6 91 1959/12/2406:00:00 1959/12/2505:00:00 24 3.228 7.80% 0.6 92 1952/12/0200:00:00 1952/12/0202:00:00 3 3.2 7.880/9 0.6 93 1957/01/13 02:00:00 1957/01/13 14:00:00 13 3.182 7.970/o 0.6 94 1952/03/15 18:00:00 1952/03/16 19:00:00 26 3.146 8.050/o 0.6 95 1967/01/22 12:00:00 1967/01/23 04:00:00 17 3.102 8.14% 0.6 96 1967/11/1907:00:00 1967/11/20 04:00:00 22 3.049 8.23% 0.6 97 2004/12/2806:00:00 2004/12/30 11:00:00 1 54 3.049 8.31% 0.6 98 1986/11/17 16:00:00 1986/11/1808:00:00 17 3.046 8.40% 0.6 99 1988/01/17 03:00:00 1988/01/17 22:00:00 20 3.041 8.48% 0.6 100 1991/03/19 00:00:00 1991/03/19 05:00:00 6 3.031 8.57% 0.6 101 1983/01/27 07:00:00 1983/01/27 14:00:00 8 3.028 8.65% 0.6 102 1958/01/24 23:00:00 1958/01/27 11:00:00 61 3.027 8.74% 0.6 103 1992/02/15 12:00:00 1992/02/16 12:00:00 25 3.021 8.83% 0.6 104 1983/11/24 19:00:00 1983/11/25 02:00:00 8 3.019 8.91% 0.6 105 1988/11/25 06:00:00 1988/11/25 11:00:00 6 3.019 9.00% 0.6 106 1992/03/20 17:00:00 1992/03/23 15:00:00 71 3.018 9.080/9 0.5 107 1967/12/18 14:00:00 1967/12/2009:00:00 44 3.017 9.17% 0.5 108 1987/12/0420:00:00 1987/12/0502:00:00 7 3.017 9.25% 0.5 109 2004/02/2117:00:00 2004/02/23 08:00:00 40 3.011 9.340/6 0.5 110 1991/01/09 12:00:00 1991/01/09 16:00:00 5 3.01 9.43% 0.5 111 1990/02/1708:00:00 1990/02/18 23:00:00 40 3.009 9.51% 0.5 112 1993/11/30 03:00:00 1993/11/30 13:00:00 11 3.006 9.60% 0.5 113 1981/11/26 20:00:00 1981/11/29 02:00:00 55 3.005 9.68% 0.5 114 1954/11/1021:00:00 1954/11/1208:00:00 36 3.002 9.77% 0.5 115 1973/11/22 19:00:00 1973/11/23 06:00:00 12 3.002 9.850/6 0.5 116 1978/03/30 10:00:00 1978/04/01 01:00:00 40 2.993 9.94% 0.5 117 1979/03/17 02:00:00 1979/03/17 09:00:00 8 2.992 10.03% 0.5 118 2007/04/20 13:00:00 2007/04/20 17:00:00 5 2.983 10.11% 0.5 119 1976/09/09 23:00:00 1976/09/11 06:00:00 32 2.982 10.20% 0.5 120 1957/05/10 05:00:00 1957/05/11 11:00:00 31 2.977 10.28% 0.5 121 2004/02/25 23:00:00 2004/02/27 10:00:00 36 2.91 10.37% 0.5 122 1958/03/15 13:00:00 1958/03/16 13:00:00 25 2.88 10.45% 0.5 - 123 1952/11/3000:00:00 1952/11/3007:00:00 8 2.852 10.54% 0.5 124 1967/11/30 14:00:00 1967/11/30 17:00:00 4 2.78 10.63% 0.5 125 1973/03/20 04:00:00 1973/03/20 12:00:00 9 2.764 10.71% 0.5 126 1968/04/01 19:00:00 1968/04/02 10:00:00 16 2.751 10.80% 0.5 127 1995/01/10 13:00:00 1995/01/12 21:00:00 57 2.729 10.88% 0.5 128 1994/03/24 20:00:00 1994/03/25 21:00:00 26 2.722 10.97% 0.5 129 2007/11/30 06:00:00 2007/12/01 02:00:00 21 2.722 11.050/6 0.4 130 1998/11/0806:00:00 1998/11/08 15:00:00 10 2.712 11.140/6 0.4 131 2001/01/10 18:00:00 2001/01/12 12:00:00 43 2.634 11.23% 0.4 132 1967/03/12 14:00:00 1967/03/14 12:00:00 47 1 2.616 11.31% 0.4 11/3/2015 9:28 AM 3/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 133 1960/02/01 18:00:00 1960/02/02 02:00:00 9 2.574 11.40% 0.4 134 1963/11/20 01:00:00 1963/11/21 07:00:00 31 2.549 11.48% 0.4 135 1971/04/14 09:00:00 1971/04/14 14:00:00 6 2.543 11.57% 0.4 136 1967/04/11 06:00:00 1967/04/11 18:00:00 13 2.474 11.65% 0.4 137 1972/11/14 12:00:00 1972/11/14 17:00:00 6 2.473 11.74% 0.4 138 1970/02/28 08:00:00 1970/03/02 07:00:00 48 2.472 11.83% 0.4 139 1996/11/21 15:00:00 1996/11/22 08:00:00 18 2.431 11.91% 0.4 140 1960/02/28 16:00:00 1960/03/01 09:00:00 42 2.426 12.00% 0.4 141 1993/01/30 23:00:00 1993/01/31 01:00:00 3 2.426 12.08% 0.4 142 1995/01/23 01:00:00 1995/01/26 10:00:00 82 2.426 12.17% 0.4 143 2004/04/01 21:00:00 2004/04/01 23:00:00 3 2.426 12.25% .4 144 2003/12/24 22:00:00 2003/12/25 20:00:00 23 2.405 12.34% 0.4 145 2006/12/09 20:00:00 2006/12/11 02:00:00 31 2.405 12.43% 0.4 146 1995/03/03 06:00:00 1995/03/06 06:00:00 73 2.403 12.51% 0.4 147 2006/03/10 15:00:00 2006/03/11 17:00:00 27 2.386 12.60% 0.4 148 1964/01/21 04:00:00 1964/01/23 18:00:00 63 2.326 12.68% 0.4 149 1964/11/17 07:00:00 1964/11/17 20:00:00 14 2.318 12.77% 0.4 150 1978/03/09 16:00:00 1978/03/09 18:00:00 3 2.275 12.85% 0.4 151 1980/10/16 04:00:00 1980/10/16 07:00:00 4 2.275 12.94% 0.4 152 1982/04/01 09:00:00 1982/04/01 18:00:00 10 2.275 13.02% 0.4 153 1983/04/20 03:00:00 1983/04/21 11:00:00 33 2.275 13.11% 0.4 154 1987/04/04 05:00:00 1987/04/04 17:00:00 13 2.275 13.20% 0.4 155 1988/08/24 04:00:00 1988/08/24 16:00:00 13 2.275 13.28% 0.4 156 1988/11/14 06:00:00 1988/11/14 09:00:00 4 2.275 13.370/6 0.4 157 1991/03/20 07:00:00 1991/03/21 10:00:00 28 2.275 13.450/o 0.4 158 1982/12/0721:00:00 1982/12/0801:00:00 5 2.271 13.540/6 0.4 159 1985/12/11 02:00:00 1985/12/1110:00:00 9 2.271 13.62% 0.4 160 1987/12/1611:00:00 1987/12/17 10:00:00 24 2.271 13.71% 0.4 161 1985/11/29 05:00:00 1985/11/29 14:00:00 10 2.262 13.80% 0.4 162 1966/02/06 09:00:00 1966/02/0806:00:00 46 2.261 13.88% 0.4 163 1988/12/20 22:00:00 1988/12/21 07:00:00 10 2.258 13.97% 0.4 164 1977/01/02 21:00:00 1977/01/03 05:00:00 9 2.257 14.05% 0.4 165 1981/01/28 05:00:00 1981/01/28 15:00:00 11 2.257 14.14% 0.4 166 1981/01/29 16:00:00 1981/01/30 12:00:00 21 2.257 14.22% 0.3 167 1982/01/01 05:00:00 1982/01/02 10:00:00 30 2.257 14.31% 0.3 168 1982/01/20 02:00:00 1982/01/2113:00:00 36 2.257 14.40% 0.3 169 1990/01/16 23:00:00 1990/01/17 07:00:00 9 2.257 14.48% 0.3 170 1997/01/15 14:00:00 1997/01/15 20:00:00 7 2.257 14.57% 0.3 171 1980/03/05 22:00:00 1980/03/06 13:00:00 16 2.256 14.65% 0.3 172 1978/01/09 14:00:00 1978/01/11 00:00:00 35 2.252 14.740/6 0.3 173 1965/12/2906:00:00 1965/12/2921:00:00 16 2.251 14.82% 0.3 174 1985/11/24 14:00:00 1985/11/25 16:00:00 27 2.249 14.91% 0.3 175 1957/02/28 16:00:00 1957/03/01 13:00:00 22 2.244 15.00% 0.3 176 1972/11/16 07:00:00 1972/11/17 14:00:00 32 2.243 15.080/6 0.3 177 1990/04/04 07:00:00 1990/04/04 13:00:00 7 2.237 15.170/6 0.3 178 1983/03/24 02:00:00 1983/03/2509:00:00 32 2.235 15.250/6 0.3 179 1984/10/17 05:00:00 1984/10/17 08:00:00 4 2.235 15.34% 0.3 11/3/2015 9:28 AM 4/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 180 1956/04/12 16:00:00 1956/04/13 18:00:00 27 2.234 15.42% 0.3 181 1979/03/18 21:00:00 1979/03/21 07:00:00 59 2.234 15.51% 0.3 182 1976/07/08 09:00:00 1976/07/08 15:00:00 7 2.232 15.60% 0.3 183 1986/09/23 23:00:00 1986/09/2506:00:00 32 2.225 15.68% 0.3 184 1988/04/14 17:00:00 1988/04/15 01:00:00 9 2.225 15.77% 0.3 185 1988/04/19 23:00:00 1988/04/21 08:00:00 34 2.225 15.85% 0.3 186 1976/07/22 10:00:00 1976/07/22 14:00:00 5 2.221 15.94% 0.3 187 1974/12/04 02:00:00 1974/12/04 14:00:00 13 2.199 16.02% 0.3 188 2002/12/20 02:00:00 2002/12/21 23:00:00 46 2.18 16.11% 0.3 189 1965/11/14 06:00:00 1965/11/18 17:00:00 108 2.174 16.20% 0.3 190 2001/02/25 02:00:00 2001/02/28 21:00:00 92 2.172 16.280/o 0.3 191 1965/03/31 11:00:00 1965/04/01 20:00:00 34 2.167 16.37% 0.3 192 1975/03/08 06:00:00 1975/03/08 23:00:00 18 2.167 16.45% 0.3 193 1958/03/20 15:00:00 1958/03/22 12:00:00 46 2.157 16.54% 0.3 194 1957/03/16 08:00:00 1957/03/16 14:00:00 7 2.156 16.62% 0.3 195 1965/04/03 03:00:00 1965/04/05 11:00:00 57 2.151 16.71% 0.3 196 1958/09/23 21:00:00 1958/09/24 06:00:00 10 2.146 16.80% 0.3 197 1953/03/01 01:00:00 1953/03/0201:00:00 25 2.123 16.88% 0.3 198 1963/04/26 02:00:00 1963/04/2609:00:00 8 2.123 16.97% 0.3 199 1973/02/15 11:00:00 1973/02/15 15:00:00 5 2.123 17.05% 0.3 200 1993/03/25 23:00:00 1993/03/26 13:00:00 15 2.123 17.14% 0.3 201 1994/03/19 02:00:00 1994/03/20 07:00:00 30 2.123 17.22% 0.3 202 1956/01/25 12:00:00 1956/01/27 09:00:00 46 2.107 17.31% 0.3 203 1955/01/10 03:00:00 1955/01/11 01:00:00 23 2.104 17.40% 0.3 204 1992/12/07 07:00:00 1992/12/08 03:00:00 21 2.104 17.48% 0.3 205 1998/01/29 02:00:00 1998/01/31 17:00:00 64 2.103 17.57% 0.3 206 1976/03/01 13:00:00 1976/03/01 20:00:00 8 2.1 17.65% 0.3 207 1960/01/25 19:00:00 1960/01/26 06:00:00 12 2.095 17.74% 0.3 208 1960/11/05 19:00:00 1960/11/06 12:00:00 18 2.092 17.82% 0.3 209 2004/02/02 22:00:00 2004/02/04 00:00:00 27 2.089 17.91% 0.3 210 1994/03/06 04:00:00 1994/03/0709:00:00 30 2.081 17.99% 0.3 211 1995/04/18 09:00:00 1995/04/18 18:00:00 10 2.074 18.08% 0.3 212 2001/04/07 02:00:00 2001/04/0801:00:00 24 2.073 18.17% 0.3 213 2007/08/26 10:00:00 2007/08/26 12:00:00 3 2.065 18.25% 0.3 214 1955/01/18 14:00:00 1955/01/20 06:00:00 41 2.043 18.34% 0.3 215 1954/12/0921:00:00 1954/12/10 11:00:00 15 2.023 18.42% 0.3 216 1960/01/14 15:00:00 1960/01/15 09:00:00 19 2.023 18.51% 0.3 217 1969/11/06 17:00:00 1969/11/07 11:00:00 19 2.019 18.59% 0.3 218 1971/02/16 17:00:00 1971/02/17 12:00:00 20 2.019 18.68% 0.3 219 1965/04/07 03:00:00 1965/04/10 11:00:00 81 2.002 18.77% 0.3 220 1966/11/07 12:00:00 1966/11/08 07:00:00 20 1.965 18.85% 0.3 221 1951/12/28 18:00:00 1951/12/30 15:00:00 46 1.959 18.94% 0.3 222 1970/12/21 03:00:00 1970/12/2205:00:00 27 1.951 19.02% 0.3 223 1976/02/03 17:00:00 1976/02/10 18:00:00 170 1.951 19.11% 0.3 224 2002/12/1602:00:00 2002/12/17 18:00:00 41 1.951 19.19% 0.3 225 1959/12/0920:00:00 1959/12/1007:00:00 12 1.95 19.28% 0.3 226 1959/01/06 00:00:00 1959/01/06 09:00:00 10 1.947 19.37% 0.3 11/3/2015 9:28 AM 5/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration [ Peak Frequency Return Period 227 1966/01/30 06:00:00 1966/01/31 02:00:00 21 1.946 19.45% 0.3 228 1998/02/06 04:00:00 1998/02/09 17:00:00 86 1.943 19.54% 0.3 229 1962/03/18 16:00:00 1962/03/20 06:00:00 39 1.928 19.62% 0.3 230 1952/12/30 19:00:00 1952/12/3111:00:00 17 1.896 19.71% 0.3 231 1957/01/26 03:00:00 1957/01/29 23:00:00 93 1.892 19.79% 0.3 232 1969/01/24 04:00:00 1969/01/26 21:00:00 66 1.891 19.88% 0.3 233 1997/12/06 02:00:00 1997/12/07 21:00:00 44 1.875 19.97% 0.2 234 1951/11/22 20:00:00 1951/11/23 06:00:00 11 1.869 20.050/6 0.2 235 1952/11/2223:00:00 1952/11/23 12:00:00 14 1.86 20.14% 0.2 236 1952/03/0705:00:00 1952/03/0810:00:00 30 1.855 20.22% 0.2 237 1958/04/06 17:00:00 1958/04/07 16:00:00 24 1.847 20.31% 0.2 238 1993/01/06 00:00:00 1993/01/09 06:00:00 79 1.819 20.39% 0.2 239 1994/02/17 06:00:00 1994/02/19 02:00:00 45 1.813 20.48% 0.2 240 1967/11/21 11:00:00 1967/11/2204:00:00 18 1.803 20.57% 0.2 241 2001/12/0902:00:00 2001/12/1002:00:00 25 1.8 20.65% 0.2 242 1996/10/30 12:00:00 1996/10/30 18:00:00 7 1.795 20.74% 0.2 243 1963/02/09 15:00:00 1963/02/11 09:00:00 43 1.79 20.82% 0.2 244 1969/03/21 11:00:00 1969/03/21 22:00:00 12 1.786 20.91% 0.2 245 2000/03/04 10:00:00 2000/03/08 20:00:00 107 1.778 20.990/6 0.2 246 1954/03/30 00:00:00 1954/03/30 08:00:00 9 1.777 21.08% 0.2 247 1959/04/26 00:00:00 1959/04/26 08:00:00 9 1.777 21.17% 0.2 248 1993/03/28 01:00:00 1993/03/28 04:00:00 4 1.773 21.25% 0.2 249 2006/03/28 05:00:00 2006/03/29 09:00:00 29 1.773 21.34% 0.2 250 1995/04/16 05:00:00 1995/04/17 05:00:00 25 1.769 21.42% 0.2 251 1960/09/11 02:00:00 1960/09/11 09:00:00 8 1.768 21.51% 0.2 252 1974/03/27 07:00:00 1974/03/2709:00:00 3 1.744 21.59% 0.2 253 1951/12/1115:00:00 1951/12/1212:00:00 22 1.725 21.68% 0.2 254 1957/01/05 02:00:00 1957/01/05 14:00:00 13 1.721 21.77% 0.2 255 1987/02/23 13:00:00 1987/02/2600:00:00 60 1.717 21.85% 0.2 256 1965/02/0522:00:00 1965/02/0623:00:00 26 1.714 21.94% 0.2 257 1973/02/11 04:00:00 1973/02/13 05:00:00 50 1.714 22.02% 0.2 258 1969/04/05 20:00:00 1969/04/05 23:00:00 4 1.693 22.11% 0.2 259 1973/02/28 01:00:00 1973/02/28 08:00:00 8 1.668 22.19% 0.2 260 1973/03/05 08:00:00 1973/03/07 01:00:00 42 1.668 22.28% 0.2 261 1970/11/28 18:00:00 1970/12/01 00:00:00 55 1.658 22.37% 0.2 262 1958/02/2506:00:00 1958/02/25 10:00:00 5 1.651 22.45% 0.2 263 2001/11/24 02:00:00 2001/11/25 02:00:00 25 1.638 22.54% 0.2 264 1960/11/12 22:00:00 1960/11/13 00:00:00 3 1.634 22.62% 0.2 265 1959/02/21 09:00:00 1959/02/2201:00:00 17 1.592 22.71% 0.2 266 1962/02/19 10:00:00 1962/02/21 09:00:00 48 1.592 22.790/6 0.2 267 1952/01/13 01:00:00 1952/01/13 15:00:00 15 1.588 22.880/9 0.2 268 1957/12/0501:00:00 1957/12/0521:00:00 21 1.588 22.96% 0.2 269 1952/02/29 10:00:00 1952/03/0113:00:00 28 1.565 23.05% 0.2 270 1959/02/1602:00:00 1959/02/1704:00:00 27 1.563 23.14% 0.2 271 1974/03/07 09:00:00 1974/03/08 14:00:00 30 1.552 1 23.22% 0.2 272 1998/05/12 02:00:00 1998/05/13 18:00:00 41 1.536 1 23.31% 0.2 273 1951/08/28 06:00:00 1951/08/30 06:00:00 49 1.534 1 23.39% 0.2 11/3/2015 9:28 AM 6/26 Excel Engineering pea kFlowStatistics Pre.txt Rank Start Date End Date Duration Peak Frequency Return Period 274 1953/02/23 09:00:00 1953/02/23 21:00:00 13 1.516 23.48% 0.2 275 1958/03/06 09:00:00 1958/03/07 01:00:00 17 1.516 23.56% 0.2 276 1977/03/24 21:00:00 1977/03/25 15:00:00 19 1.516 23.65% 0.2 277 1977/05/07 21:00:00 1977/05/09 09:00:00 37 1.516 23.74% 0.2 278 1977/05/24 04:00:00 1977/05/2409:00:00 6 1.516 23.82% 0.2 279 1979/02/1403:00:00 1979/02/1406:00:00 4 1.516 23.91% 0.2 280 1981/02/25 19:00:00 1981/02/2600:00:00 6 1.516 23.99% 0.2 281 1982/01/10 19:00:00 1982/01/11 05:00:00 11 1.516 24.08% 0.2 282 1982/03/14 12:00:00 1982/03/1500:00:00 13 1.516 24.160/6 0.2 283 1983/02/06 11:00:00 1983/02/08 07:00:00 45 1.516 24.25% 0.2 284 1983/03/06 05:00:00 1983/03/06 21:00:00 17 1.516 24.34% 0.2 285 1983/11/11 17:00:00 1983/11/13 01:00:00 33 1.516 24.42% 0.2 286 1983/12/09 16:00:00 1983/12/09 17:00:00 2 1.516 24.51% 0.2 287 1984/04/27 21:00:00 1984/04/27 23:00:00 3 1.516 24.59% 0.2 288 1984/11/13 08:00:00 1984/11/13 09:00:00 2 1.516 24.68% 0.2 289 1984/12/07 23:00:00 1984/12/0802:00:00 4 1.516 24.760/6 0.2 290 1985/10/21 23:00:00 1985/10/22 00:00:00 2 1.516 24.850/o 0.2 291 1986/01/31 18:00:00 1986/01/31 23:00:00 6 1.516 24.94% 0.2 292 1986/03/08 15:00:00 1986/03/09 00:00:00 10 1.516 25.02% 0.2 293 1986/10/09 19:00:00 1986/10/10 01:00:00 7 1.516 25.11% 0.2 294 1990/01/31 00:00:00 1990/01/31 02:00:00 3 1.516 25.19% 0.2 295 1991/10/26 23:00:00 1991/10/27 12:00:00 14 1.516 25.28% 0.2 296 1992/03/0801:00:00 1992/03/0811:00:00 11 1.516 25.360/6 0.2 297 1992/03/2705:00:00 1992/03/2706:00:00 2 1.516 25.45% 0.2 298 1994/01/24 22:00:00 1994/01/26 06:00:00 33 1.516 25.54% 0.2 299 1994/01/27 14:00:00 1994/01/27 15:00:00 2 1.516 25.62% 0.2 300 1996/02/2508:00:00 1996/02/26 19:00:00 36 1.516 25.71% 0.2 301 2006/02/17 21:00:00 2006/02/1911:00:00 39 1.516 25.79% 0.2 302 1978/12/1622:00:00 1978/12/19 17:00:00 68 1.513 25.88% 0.2 303 1981/12/3006:00:00 1981/1213104:00:00 23 1.513 25.96% 0.2 - 304 1984/12/2613:00:00 1984/12/2721:00:00 33 1.513 26.05% 0.2 305 1961/01/26 07:00:00 1961/01/26 18:00:00 12 1.512 26.14% 0.2 306 1992/01/05 08:00:00 1992/01/0605:00:00 22 1.512 26.22% 0.2 307 1992/01/0707:00:00 1992/01/0811:00:00 29 1.512 26.31% 0.2 308 1995/01/07 11:00:00 1995/01/08 11:00:00 25 1.501 26.39% 0.2 309 1976/12/30 13:00:00 1976/12/3110:00:00 22 1.5 26.48% 0.2 310 1980/12/07 10:00:00 1980/12/0713:00:00 4 1.5 26.56% 0.2 311 1983/12/0314:00:00 1983/12/0321:00:00 8 1.5 26.65% 0.2 312 1984/12/1602:00:00 1984/12/1604:00:00 3 1.5 26.74% 0.2 313 1984/12/1806:00:00 1984/12/2004:00:00 47 1.5 26.82% 0.2 314 1988/12/1508:00:00 1988/12/1615:00:00 32 1.5 26.91% 0.2 315 1955/02/26 10:00:00 1955/02/2721:00:00 36 1.499 26.99% 0.2 316 1972/01/1821:00:00 1972/01/1904:00:00 8 1.499 27.08% 0.2 317 1987/01/05 09:00:00 1987/01/07 06:00:00 46 1 1.499 1 27.16% 0.2 318 1977/01/05 13:00:00 1977/01/07 07:00:00 43 1.498 27.25% 0.2 319 1980/01/17 18:00:00 1980/01/19 02:00:00 33 1.498 27.34% 0.2 320 1982/01/0504:00:00 1982/01/0517:00:00 14 1.498 27.42% 0.2 11/3/2015 9:28 AM 7/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date I Duration Peak Frequency Return Period 321 1982/01/28 16:00:00 1982/01/29 01:00:00 10 1.498 27.51% 0.2 322 1986/01/30 02:00:00 1986/01/30 13:00:00 12 1.498 27.59% 0.2 323 1977/12/17 23:00:00 1977/12/18 07:00:00 9 1.495 27.68% 0.2 324 1959/12/20 22:00:00 1959/12/21 11:00:00 14 1.494 27.76% 0.2 325 1978/01/19 05:00:00 1978/01/19 12:00:00 8 1.494 27.85% 0.2 326 1979/01/30 17:00:00 1979/02/02 19:00:00 75 1.494 27.93% 0.2 327 1997/01/25 14:00:00 1997/01/2707:00:00 42 1.494 28.02% 0.2 328 1981/02/08 16:00:00 1981/02/0907:00:00 16 1.492 28.11% 0.2 329 1982/02/09 18:00:00 1982/02/10 20:00:00 27 1.492 28.19% 0.2 330 1985/02/09 04:00:00 1985/02/09 13:00:00 10 1.492 28.28% 0.2 331 1992/02/06 06:00:00 1992/02/07 12:00:00 31 1.492 28.36% 0.2 332 1978/11/21 16:00:00 1978/11/22 01:00:00 10 1.491 28.450/6 0.2 333 1984/11/24 15:00:00 1984/11/24 21:00:00 7 1.49 28.53% 0.2 334 1957/10/13 19:00:00 1957/10/14 13:00:00 19 1.489 28.62% 0.2 335 1979/02/21 00:00:00 1979/02/21 07:00:00 8 1.489 28.71% 0.2 336 1994/02/07 02:00:00 1994/02/0807:00:00 30 1.489 28.790/6 0.2 337 2005/02/11 01:00:00 2005/02/13 08:00:00 56 1.489 28.880/6 0.2 338 1982/11/09 14:00:00 1982/11/1023:00:00 34 1.488 28.96% 0.2 339 1986/03/10 05:00:00 1986/03/11 04:00:00 24 1.488 29.05% 0.2 340 2006/02/27 18:00:00 2006/02/28 11:00:00 18 1.486 29.13% 0.2 341 1972/11/11 00:00:00 1972/11/1111:00:00 12 1.485 29.220/6 0.2 342 1996/02/20 05:00:00 1996/02/2200:00:00 44 1.485 29.31% 6.2 343 1973/03/08 10:00:00 1973/03/08 16:00:00 7 1.48 29.39% 0.2 344 1979/03/01 07:00:00 1979/03/01 18:00:00 12 1.476 29.48% 0.2 345 1979/03/27 03:00:00 1979/03/28 10:00:00 32 1.476 29.56% 0.2 346 1981/02/28 11:00:00 1981/03/03 02:00:00 64 1.476 29.65% 0.2 347 1981/03/05 01:00:00 1981/03/05 21:00:00 21 1.476 29.73% 0.2 348 1983/03/17 01:00:00 1983/03/1901:00:00 49 1.476 29.82% 0.2 349 1983/03/21 03:00:00 1983/03/22 21:00:00 43 1.476 29.91% 0.2 350 1964/03/22 19:00:00 1964/03/24 10:00:00 40 1.475 29.99% 0.2 351 1973/03/11 01:00:00 1973/03/12 10:00:00 34 1.475 30.08% 0.2 352 1978/03/11 17:00:00 1978/03/12 11:00:00 19 1.475 30.160/6 0.2 353 1980/03/10 14:00:00 1980/03/10 17:00:00 4 1.475 30.25% 0.2 354 1980/03/25 21:00:00 1980/03/26 01:00:00 5 1.475 30.33% 0.2 355 1989/03/25 09:00:00 1989/03/26 06:00:00 22 1.475 30.42% 0.2 356 1992/03/0205:00:00 1992/03/0220:00:00 16 1.475 30.51% 0.2 357 1976/04/15 14:00:00 1976/04/16 11:00:00 22 1.469 30.590/6 0.2 358 1983/04/18 01:00:00 1983/04/18 09:00:00 9 1.468 30.680/6 0.2 359 1980/04/22 10:00:00 1980/04/23 05:00:00 20 1.467 30.760/6 0.2 360 1982/09/26 02:00:00 1982/09/26 17:00:00 16 1.467 30.850/6 0.2 361 1983/04/29 05:00:00 1983/04/30 02:00:00 22 1.467 30.93% 0.2 362 1975/04/16 11:00:00 1975/04/17 09:00:00 23 1.464 31.02% 0.2 363 1976/08/30 09:00:00 1976/08/30 13:00:00 5 1.463 31.11% 0.2 364 1976/07/15 11:00:00 1976/07/15 17:00:00 7 1.462 31.19% 0.2 365 2000/04/17 16:00:00 2000/04/18 10:00:00 19 1.462 31.28% 0.2 366 1967/04/18 18:00:00 1967/04/20 09:00:00 40 1.441 31.36% 0.2 367 1974/01/07 13:00:00 1974/01/09 17:00:00 53 1.423 31.45% 0.2 11/3/2015 9:28 AM 8/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date I End Date Duration Peak I Frequency Return Period 368 1957/12/15 07:00:00 1957/12/17 07:00:00 49 1.419 31.53% 0.2 369 1963/11/15 15:00:00 1963/11/15 20:00:00 6 1.412 31.62% 0.2 370 1971/02/23 02:00:00 1971/02/23 05:00:00 4 1.411 31.71% 0.2 371 2000/02/20 02:00:00 2000/02/24 18:00:00 113 1.41 31.79% 0.2 372 1957/10/30 20:00:00 1957/10/31 06:00:00 11 1.397 31.88% 0.2 373 1998/01/09 02:00:00 1998/01/11 17:00:00 64 1.341 31.96% 0.2 374 1962/01/12 23:00:00 1962/01/13 02:00:00 4 1.336 32.05% 0.2 375 1955/02/16 17:00:00 1955/02/1807:00:00 39 1.335 32.13% 0.2 376 1973/02/0601:00:00 1973/02/07 05:00:00 29 1.334 32.22% 0.2 377 1970/03/04 20:00:00 1970/03/05 05:00:00 10 1.327 32.31% 0.2 378 1954/03/20 08:00:00 1954/03/25 11:00:00 124 1.322 32.39% 0.2 379 1958/03/27 12:00:00 1958/03/27 16:00:00 5 1.318 32.48% 0.2 380 1964/10/15 10:00:00 1964/10/15 13:00:00 4 1.318 32.56% 0.2 381 1956/01/31 03:00:00 1956/01/31 12:00:00 10 1.265 32.65% 0.2 382 1962/02/0714:00:00 1962/02/11 08:00:00 91 1.263 32.73% 0.2 383 1966/10/10 11:00:00 1966/10/10 16:00:00 6 1.252 32.82% 0.2 384 1953/10/22 04:00:00 1953/10/22 10:00:00 7 1.247 32.90% 0.2 385 1998/03/25 02:00:00 1998/03/29 20:00:00 115 1.246 32.99% 0.2 386 1998/03/31 02:00:00 1998/04/03 17:00:00 88 1.246 33.08% 0.2 387 1957/04/20 13:00:00 1957/04/21 07:00:00 19 1.245 33.160/a 0.1 - 388 1952/04/1009:00:00 1952/04/1023:00:00 15 1.24 33.25% 0.1 389 1955/04/2200:00:00 1955/04/22 11:00:00 12 1.24 33.33% 0.1 390 1955/04/30 18:00:00 1955/05/02 11:00:00 42 1.237 33.42% 0.1 391 1964/12/31 21:00:00 1964/12/31 23:00:00 3 1.213 33.50% 0.1 392 1992/12/18 01:00:00 1992/12/18 02:00:00 2 1.213 33.59% 0.1 393 1995/01/15 00:00:00 1995/01/17 09:00:00 58 1.213 33.68% 0.1 394 1996/01/21 18:00:00 1996/01/22 08:00:00 15 1.213 33.76% 0.1 395 1999/09/18 16:00:00 1999/09/18 17:00:00 2 1.213 33.85% 0.1 396 2000/10/2608:00:00 2000/10/27 10:00:00 27 1.213 33.93% 0.1 397 2000/11/30 08:00:00 2000/11/30 09:00:00 2 1.213 34.02% 0.1 398 2004/11/21 06:00:00 2004/11/21 08:00:00 3 1.213 34.10% 0.1 399 2005/09/20 04:00:00 2005/09/20 06:00:00 3 1.213 34.19% 0.1 400 2005/10/16 17:00:00 2005/10/18 11:00:00 43 1.213 34.28% 0.1 401 2006/03/20 02:00:00 2006/03/21 05:00:00 28 1.213 34.36% 0.1 402 2006/04/04 16:00:00 2006/04/05 08:00:00 17 1.213 34.45% 0.1 403 2006/12/2707:00:00 2006/12/2708:00:00 2 1.213 34.53% 0.1 404 1965/01/24 05:00:00 1965/01/24 10:00:00 6 1.202 34.62% 0.1 405 1957/01/07 05:00:00 1957/01/08 10:00:00 30 1.199 34.70% 0.1 406 1992/12/27 16:00:00 - 1992/12/2804:00:00 13 1.199 34.790/6 0.1 407 1996/12/0914:00:00 1996/12/1204:00:00 63 1.195 34.88% 0.1 408 1952/12/2009:00:00 1952/12/2016:00:00 8 1.194 34.960/a 0.1 409 1996/02/2720:00:00 1996/02/2722:00:00 3 1.192 35.050/o 0.1 410 1996/01/3102:00:00 1996/02/0200:00:00 47 1.191 35.13% 0.1 411 2005/12/3115:00:00 2006/01/03 03:00:00 61 1.191 35.22% 0.1 412 1961/11/2013:00:00 1961/11/2021:00:00 9 1.19 1 35.30% 0.1 413 1954/01/1117:00:00 1954/01/13 07:00:00 39 1.188 1 35.39% 0.1 414 2007/02/2804:00:00 2007/03/0101:00:00 22 1.187 1 35.48% 0.1 11/3/2015 9:28 AM 9/26 Excel Engineering pea kFlowStatistics Pre.txt Rank Start Date End Date Duration Peak Frequency Return Period 415 1998/12/01 5:00:00 1998/12/01 19:00:00 5 1.186 35.56% 0.1 416 1995/02/13 2:00:00 1995/02/14 21:00:00 34 1.183 35.65% 0.1 417 2000/02/10 5:00:00 2000/02/14 20:00:00 102 1.183 35.73% 0.1 418 2007/02/11 0:00:00 2007/02/12 02:00:00 17 1.179 35.82% 0.1 419 1999/03/25 3:00:00 1999/03/25 20:00:00 8 1.176 35.90% 0.1 420 1955/03/10 19:00:00 1955/03/11 05:00:00 11 1.172 35.99% 0.1 421 1975/03/10 10:00:00 1975/03/11 16:00:00 31 1.17 36.08% 0.1 422 2004/03/01 21:00:00 2004/03/02 05:00:00 9 1.17 36.16% 0.1 423 1963/03/28 09:00:00 1963/03/28 15:00:00 7 1.166 36.25% 0.1 424 1967/04/21 20:00:00 1967/04/22 11:00:00 16 1.165 36.33% 0.1 425 2006/05/22 03:00:00 2006/05/22 08:00:00 6 1.16 36.42% 0.1 426 1995/06/15 19:00:00 1995/06/17 01:00:00 31 1.158 36.50% 0.1 427 1952/03/1221:00:00 1952/03/1311:00:00 15 1.137 36.59% 0.1 428 1967/11/26 18:00:00 1967/11/26 19:00:00 2 1.137 36.68% 0.1 429 1971/10/1601:00:00 1971/10/1709:00:00 33 1.137 36.76% 0.1 430 1974/05/19 08:00:00 1974/05/19 09:00:00 2 - 1.137 36.85% 0.1 431 1964/12/27 06:00:00 1964/12/28 16:00:00 35 1.121 36.93% 0.1 432 1962/02/1518:00:00 1962/02/1703:00:00 34 1.118 37.02% 0.1 433 1955/01/16 07:00:00 1955/01/16 17:00:00 11 1.115 37.10% 0.1 434 1975/11/27 13:00:00 1975/11/28 23:00:00 35 1.112 37.19% 0.1 435 1955/11/14 04:00:00 1955/11/14 09:00:00 6 1.107 37.28% 0.1 436 1953/04/20 09:00:00 1953/04/20 11:00:00 3 1.085 37.36% 0.1 437 1957/06/10 01:00:00 1957/06/10 05:00:00 5 1.08 37.45% 0.1 438 1958/05/11 08:00:00 1958/05/11 16:00:00 9 1.079 37.53% 0.1 439 1968/02/1301:00:00 1968/02/13 11:00:00 11 1.042 37.62% 0.1 440 1952/12/2806:00:00 1952/12/2818:00:00 13 1.04 37.70% 0.1 441 1967/01/24 11:00:00 1967/01/25 00:00:00 14 1.04 37.79% 0.1 442 1960/11/26 16:00:00 1960/11/26 21:00:00 6 1.039 37.87% 0.1 443 1971/12/27 11:00:00 1971/12/2815:00:00 29 1.034 37.96% 0.1 444 1970/02/1001:00:00 1970/02/11 04:00:00 28 1.031 38.05% 0.1 445 1968/11/14 16:00:00 1968/11/1508:00:00 17 1.026 38.13% 0.1 446 1974/03/02 08:00:00 1974/03/03 15:00:00 32 1.02 38.22% 0.1 447 1953/04/27 17:00:00 1953/04/28 00:00:00 8 1.011 38.30% 0.1 448 1957/04/18 01:00:00 1957/04/18 10:00:00 10 1.011 38.39% 0.1 449 1963/04/17 03:00:00 1963/04/17 12:00:00 10 1.011 38.47% 0.1 450 1998/04/11 02:00:00 1998/04/12 01:00:00 24 1.01 38.56% 0.1 451 1963/09/04 02:00:00 1963/09/04 14:00:00 13 1.009 38.65% 0.1 452 1960/03/13 04:00:00 1960/03/13 05:00:00 2 0.986 38.73% 0.1 453 1965/12/14 15:00:00 1965/12/1609:00:00 43 0.968 38.82% 0.1 454 1975/12/20 13:00:00 1975/12/20 20:00:00 8 0.966 38.90% 0.1 455 1969/01/28 00:00:00 1969/01/29 02:00:00 27 0.963 38.99% 0.1 456 1961/11/25 00:00:00 1961/11/26 01:00:00 26 0.961 39.070/o 0.1 457 1971/01/12 18:00:00 1971/01/13 08:00:00 15 0.958 39.16% 0.1 458 1956/02/23 04:00:00 1956/02/24 13:00:00 34 0.952 39.25% 0.1 459 1974/10/28 04:00:00 1974/10/29 11:00:00 32 0.949 39.33% 0.1 460 2001/03106 02:00:00 2001/03/07 22:00:00 45 0.943 39.42% 0.1 461 1971/03/13 02:00:00 1971/03/13 08:00:00 7 0.939 39.50% 0.1 11/3/2015 9:28 AM 10/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 462 1976/04/04 02:00:00 1976/04/05 02:00:00 25 0.932 39.590/6 0.1 463 1951/10/03 01:00:00 1951/10/09 09:00:00 153 0.91 39.670/6 0.1 464 1957/01/20 17:00:00 1957/01/21 05:00:00 13 0.91 39.76% 0.1 465 1962/03/06 06:00:00 1962/03/06 21:00:00 16 0.91 39.85% 0.1 466 1976/03/03 00:00:00 1976/03/03 03:00:00 4 0.91 39.93% 0.1 467 1992/12/29 12:00:00 1992/12/29 19:00:00 8 0.91 40.02% 0.1 468 1993/01/10 11:00:00 1993/01/10 14:00:00 4 0.91 40.10% 0.1 469 1995/05/01 12:00:00 1995/05/01 13:00:00 2 0.91 40.19% 0.1 470 1995/12/2309:00:00 1995/12/23 11:00:00 3 0.91 40.27% 0.1 471 1996/10/01 10:00:00 1996/10/01 11:00:00 2 0.91 40.36% 0.1 472 1998/11/28 06:00:00 1998/11/29 01:00:00 20 0.91 40.45% 0.1 473 1999/01/31 10:00:00 1999/02/01 09:00:00 24 0.91 40.53% 0.1 474 1999/06/02 01:00:00 1999/06/02 09:00:00 9 0.91 40.62% 0.1 475 1999/06/03 23:00:00 1999/06/04 01:00:00 3 0.91 40.70% 0.1 476 2004/04/17 13:00:00 2004/04/17 14:00:00 2 0.91 40.790/6 0.1 477 1972/12/0411:00:00 1972/12/0420:00:00 10 0.896 40.870/6 0.1 478 1998/12/06 04:00:00 1998/12/06 07:00:00 4 0.896 40.96% 0.1 479 1996/12/27 14:00:00 - 1996/12/2806:00:00 17 0.891 41.05% 0.1 480 2004/12/0411:00:00 2004/12/0518:00:00 32 0.891 41.13% 0.1 481 1952/01/2502:00:00 1952/01/25 13:00:00 12 0.89 41.22% 0.1 482 1970/01/16 03:00:00 1970/01/16 23:00:00 21 0.89 41.30% 0.1 483 1995/01/21 02:00:00 1995/01/21 05:00:00 4 0.89 41.39% 0.1 484 1997/01/22 01:00:00 1997/01/23 22:00:00 46 0.89 41.47% 0.1 485 1971/12/22 04:00:00 1971/12/2223:00:00 20 0.888 41.56% 0.1 486 1999/02/0407:00:00 1999/02/05 07:00:00 25 0.888 41.65% 0.1 -487 2007/12/18 21:00:00 2007/12/1915:00:00 19 0.887 41.73% 0.1 488 2007/12/0703:00:00 2007/12/0902:00:00 48 0.886 41.82% 0.1 489 1964/11/0911:00:00 1964/11/1019:00:00 33 0.885 41.90% 0.1 490 1993/02/2316:00:00 1993/02/2408:00:00 17 0.883 41.99% 0.1 491 1993/12/1115:00:00 1993/12/1201:00:00 11 0.883 42.07% 0.1 492 1994/11/1010:00:00 1994/11/1014:00:00 5 0.883 42.16% 0.1 493 2008/02/2406:00:00 2008/02/2413:00:00 8 0.883 42.25% 0.1 494 1996/01/1618:00:00 1996/01/1623:00:00 6 0.882 42.33% 0.1 495 1960/11/0312:00:00 1960/11/03 21 :00:00 10 0.879 42.42% 0.1 496 2007/02/2220:00:00 2007/02/2222:00:00 3 0.876 42.50% 0.1 497 2005/03/2219:00:00 2005/03/2223:00:00 5 0.868 42.59% 0.1 498 1995/03/2110:00:00 1995/03/2116:00:00 7 0.867 42.67% 0.1 499 1996/03/1216:00:00 1996/03/1323:00:00 32 0.867 42.760/6 0.1 500 2001/03/1002:00:00 2001/03/1102:00:00 25 0.867 42.84% 0.1 501 1999/04/1118:00:00 1999/04/12 04:00:00 11 0.86 42.93% 0.1 502 1951/10/1023:00:00 1951/10/12 04:00:00 30 0.834 43.02% 0.1 503 1952/04/0722:00:00 1952/04/0806:00:00 9 0.834 43.10% 0.1 504 1958/11/1105:00:00 1958/11/1106:00:00 2 0.834 43.190/6 0.1 505 1954/01/2403:00:00 1954/01/2512:00:00 34 0.817 43.270/6 0.1 506 1974/12/2806:00:00 1974/12/2910:00:00 29 0.813 43.360/. 0.1 507 1969/01/1314:00:00 1969/01/1415:00:00 26 0.812 43.44% 0.1 508 1997/12/1804:00:00 1997/12/1900:00:00 21 0.81 43.53% 0.1 11/3/2015 9:28 AM 11/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 509 1955/01/01 18:00:00 1955/01/02 06:00:00 13 0.808 43.62% 0.1 510 1969/12/08 22:00:00 1969/12/09 02:00:00 5 0.808 43.70% 0.1 511 1973/01/09 10:00:00 1973/01/10 01:00:00 16 0.806 43.790/6 0.1 512 1959/02/08 01:00:00 1959/02/09 04:00:00 28 0.805 43.870/6 0.1 513 1960/02/08 17:00:00 1960/02/10 08:00:00 40 0.805 43.960/6 0.1 514 1963/02/14 08:00:00 1963/02/14 12:00:00 5 0.804 44.04% 0.1 515 1975/02/03 06:00:00 1975/02/05 01:00:00 44 0.804 44.13% 0.1 516 1965/03/06 21:00:00 1965/03/07 01:00:00 5 0.791 44.22% 0.1 517 1998/03/13 04:00:00 1998/03/14 23:00:00 44 0.791 44.30% 0.1 518 1951/10/14 09:00:00 1951/10/15 10:00:00 26 0.758 44.39% 0.1 519 1955/01/30 22:00:00 1955/01/31 08:00:00 11 0.758 44.47% 0.1 - 520 1965/12/12 18:00:00 1965/12/1311:00:00 18 0.758 44.560/6 0.1 521 1966/01/19 23:00:00 1966/01/20 00:00:00 2 0.758 44.64% 0.1 522 1967/03/29 06:00:00 1967/03/29 07:00:00 2 0.758 44.73% 0.1 523 1967/03/31 10:00:00 1967/03/31 13:00:00 4 0.758 44.82% 0.1 524 1969/03/13 01:00:00 1969/03/13 06:00:00 6 0.758 44.90% 0.1 525 1970/04/27 10:00:00 1970/04/27 11:00:00 2 0.758 44.99% 0.1 526 1971/12/0221:00:00 1971/12/0403:00:00 31 0.758 45.07% 0.1 527 1972/01/0908:00:00 1972/01/0909:00:00 2 0.758 45.16% 0.1 528 1973/11/17 03:00:00 1973/11/18 22:00:00 44 0.758 45.24% 0.1 529 1973/12/0118:00:00 1973/12/0119:00:00 2 0.758 45.33% 0.1 530 1974/01/01 04:00:00 1974/01/01 07:00:00 4 0.758 45.42% 0.1 531 1975/02/09 05:00:00 1975/02/10 07:00:00 27 0.758 45.50% 0.1 532 1975/03/22 08:00:00 1975/03/22 12:00:00 5 0.758 45.59% 0.1 533 1976/05/07 00:00:00 1976/05/07 01:00:00 2 0.758 45.67% 0.1 534 1976/06/01 08:00:00 1976/06/01 09:00:00 2 0.758 45.76% 0.1 535 1976/06/10 09:00:00 1976/06/10 10:00:00 2 0.758 45.84% 0.1 536 1976/06/30 16:00:00 1976/06/30 17:00:00 2 0.758 45.93% 0.1 537 1976/07/26 23:00:00 1976/07/2701:00:00 3 0.758 46.02% 0.1 538 1976/11/12 00:00:00 1976/11/12 06:00:00 7 0.758 46.10% 0.1 539 1976/11/27 10:00:00 1976/11/27 11:00:00 2 0.758 46.190/6 0.1 540 1977/01/26 00:00:00 1977/01/2601:00:00 2 0.758 46.270/6 0.1 541 1977/01/29 01:00:00 1977/01/29 03:00:00 3 0.758 46.360/6 0.1 542 1977/02/22 01:00:00 1977/02/22 05:00:00 5 0.758 46.440/6 0.1 543 1977/02/24 14:00:00 1977/02/24 23:00:00 10 0.758 46.53% 0.1 544 1977/03/16 12:00:00 1977/03/21 11:00:00 120 0.758 46.62% 0.1 545 1977/03/22 12:00:00 1977/03/22 13:00:00 2 0.758 46.70% 0.1 546 1977/05/12 09:00:00 1977/05/12 10:00:00 2 0.758 46.79% 0.1 547 1977/07/14 08:00:00 1977/07/1409:00:00 2 0.758 46.87% 0.1 548 1977/07/15 14:00:00 1977/07/15 15:00:00 2 0.758 46.96% 0.1 549 1977/07/20 09:00:00 1977/07/20 10:00:00 2 0.758 47.040/6 0.1 550 1977/07/22 11:00:00 1977/07/22 12:00:00 2 0.758 47.13% 0.1 551 1977/07/27 12:00:00 1977/07/27 13:00:00 2 0.758 47.22% 0.1 552 1977/09/05 06:00:00 1977/09/05 07:00:00 2 0.758 47.30% 0.1 553 1977/09/09 21:00:00 1977/09/09 22:00:00 2 0.758 47.39% 0.1 554 1977/10/05 18:00:00 1977/10/05 19:00:00 2 0.758 1 47.47% 0.1 555 1977/12/23 03:00:00 1977/12/23 04:00:00 2 0.758 1 47.56% 0.1 11/3/2015 9:28 AM 12/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 556 1977/12/25 16:00:00 1977/12/26 22:00:00 31 0.758 47.64% 0.1 557 1978/01/30 10:00:00 1978/01/30 23:00:00 14 0.758 47.73% 0.1 558 1978/03/22 14:00:00 1978/03/23 14:00:00 25 0.758 47.81% 0.1 559 1978/04/02 18:00:00 1978/04/02 19:00:00 2 0.758 47.900/9 0.1 560 1978/04/0701:00:00 1978/04/07 02:00:00 2 0.758 47.990/o 0.1 561 1978/04/08 11:00:00 1978/04/08 17:00:00 7 0.758 48.070/o 0.1 562 1978/04/15 19:00:00 1978/04/15 21:00:00 3 0.758 48.160/o 0.1 563 1978/04/25 16:00:00 1978/04/25 17:00:00 2 0.758 48.24% 0.1 564 1978/09/16 11:00:00 1978/09/16 12:00:00 2 0.758 48.33% 0.1 565 1978/11/10 15:00:00 1978/11/12 10:00:00 44 0.758 48.41% 0.1 566 1978/11/13 20:00:00 1978/11/13 21:00:00 2 0.758 48.50% 0.1 567 1978/11/15 09:00:00 1978/11/15 10:00:00 2 0.758 48.59% 0.1 568 1978/11/24 08:00:00 1978/11/24 13:00:00 6 0.758 48.67% 0.1 569 1978/12/0118:00:00 1978/12/0119:00:00 2 0.758 48.76% 0.1 570 1979/01/09 10:00:00 1979/01/09 14:00:00 5 0.758 48.84% 0.1 571 1979/01/17 10:00:00 1979/01/19 04:00:00 43 0.758 48.93% 0.1 572 1979/01/25 14:00:00 1979/01/25 15:00:00 2 0.758 49.01% 0.1 573 1979/02/23 01:00:00 1979/02/23 05:00:00 5 0.758 49.10% 0.1 574 1979/05/07 10:00:00 1979/05/07 11:00:00 2 0.758 49.19% 0.1 575 1979/08/19 14:00:00 1979/08/19 15:00:00 2 0.758 49.270/o 0.1 576 1979/10/04 22:00:00 1979/10/04 23:00:00 2 0.758 49.360/a 0.1 577 1979/10/20 01:00:00 1979/10/20 16:00:00 16 0.758 49.44% 0.1 578 1979/11/04 22:00:00 1979/11/04 23:00:00 2 0.758 49.53% 0.1 579 1979/11/12 11:00:00 1979/11/12 12:00:00 2 0.758 49.61% 0.1 580 1979/12/21 05:00:00 1979/12/2112:00:00 8 0.758 49.70% 0.1 581 1979/12/2509:00:00 1979/12/25 10:00:00 2 0.758 49.79% 0.1 582 1980/01/07 07:00:00 1980/01/07 08:00:00 2 0.758 49.87% 0.1 583 1980/01/14 00:00:00 1980/01/1401:00:00 2 0.758 49.96% 0.1 584 1980/03/18 16:00:00 1980/03/18 17:00:00 2 0.758 50.04% 0.1 585 1980/03/21 09:00:00 1980/03/21 23:00:00 15 0.758 50.13% 0.1 586 1980/04/01 15:00:00 1980/04/01 16:00:00 2 0.758 50.21% 0.1 587 1980/04/21 02:00:00 1980/04/21 03:00:00 2 0.758 50.30% 0.1 588 1980/04/28 15:00:00 1980/04/29 09:00:00 19 0.758 50.39% 0.1 589 1980/05/02 10:00:00 1980/05/02 11:00:00 2 0.758 50.47% 0.1 590 1980/05/08 10:00:00 1980/05/08 11:00:00 2 0.758 50.56% 0.1 591 1980/05/09 12:00:00 1980/05/10 13:00:00 26 0.758 50.64% 0.1 592 1980/12/04 10:00:00 1980/12/0509:00:00 24 0.758 50.73% 0.1 593 1981/01/11 06:00:00 1981/01/1107:00:00 2 0.758 50.81% 0.1 594 1981/01/12 10:00:00 1981/01/12 11:00:00 2 0.758 50.90% 0.1 595 1981/03/10 17:00:00 1981/03/10 18:00:00 2 0.758 50.990/9 0.1 596 1981/03/14 12:00:00 1981/03/14 13:00:00 2 0.758 51.07% 0.1 597 1981/03/18 16:00:00 1981/03/18 17:00:00 2 0.758 51.16% 0.1 598 1981/04/02 04:00:00 1981/04/02 10:00:00 7 0.758 5i.249/6 0.1 599 1981/04/18 20:00:00 1981/04/19 06:00:00 11 0.758 51.33% 0.1 600 1981/04/26 17:00:00 1981/04/26 18:00:00 2 0.758 51.41% 10.1 601 1981/05/01 11:00:00 1981/05/01 12:00:00 2 0.758 51.50% 10.1 602 1981/10/11 06:00:00 1981/10/1107:00:00 2 0.758 51.590/o 10.1 11/3/2015 9:28 AM 13/26 11/3/2015 9:28 AM 14/26 iStatisticsPre.txt Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 650 1985/02/02 02:00:00 1985/02/02 12:00:00 11 0.758 55.70% 0.1 651 1985/02/03 21:00:00 1985/02/03 22:00:00 2 0.758 55.78% 0.1 652 1985/02/20 19:00:00 1985/02/2020:00:00 2 0.758 55.87% 0.1 653 1985/03/27 06:00:00 1985/03/28 12:00:00 31 0.758 55.960/6 0.1 654 1985/04/21 17:00:00 1985/04/21 18:00:00 2 0.758 56.04% 0.1 655 1985/09/18 11:00:00 1985/09/18 13:00:00 3 0.758 56.13% 0.1 656 1985/10/06 06:00:00 1985/10/06 07:00:00 2 0.758 56.210/6 0.1 657 1985/10/07 09:00:00 1985/10/07 10:00:00 2 0.758 56.30% 0.1 658 1985/12/02 10:00:00 1985/12/0300:00:00 15 0.758 56.38% 0.1 659 1986/02/07 21:00:00 1986/02/08 14:00:00 18 0.758 56.47% 0.1 660 1986/02/13 07:00:00 1986/02/13 13:00:00 7 0.758 56.560/o 0.1 661 1986/02/17 05:00:00 1986/02/17 06:00:00 2 0.758 56.64% 0.1 662 1986/02/23 06:00:00 1986/02/23 07:00:00 2 0.758 56.73% 0.1 663 1986/03/01 07:00:00 1986/03/01 08:00:00 2 0.758 56.81% 0.1 664 1986/03/12 10:00:00 1986/03/12 14:00:00 5 0.758 56.90% 0.1 665 1986/03/13 18:00:00 1986/03/14 03:00:00 10 0.758 56.98% 6.1 666 1986/04/01 08:00:00 1986/04/01 09:00:00 2 0.758 57.070/6 0.1 667 1986/04/0600:00:00 1986/04/06 11:00:00 12 0.758 57.16% 0.1 668 1986/10/11 07:00:00 1986/10/11 08:00:00 2 0.758 57.24% 0.1 669 1986/11/05 12:00:00 1986/11/05 13:00:00 2 0.758 57.33% 0.1 670 1986/12/06 05:00:00 1986/12/07 04:00:00 24 0.758 57.41% 0.1 671 1987/01/28 07:00:00 1987/01/28 08:00:00 2 0.758 57.50% 0.1 672 1987/02/03 12:00:00 1987/02/03 13:00:00 2 0.758 57.58% 0.1 673 1987/02/05 11:00:00 1987/02/05 12:00:00 2 0.758 57.67% 0.1 674 1987/03/05 19:00:00 1987/03/06 14:00:00 20 0.758 57.75% 0.1 675 1987/03/15 08:00:00 1987/03/15 10:00:00 3 0.758 57.84% 0.1 676 1987/03/22 00:00:00 1987/03/2203:00:00 4 0.758 57.930/6 0.1 677 1987/03/24 21:00:00 1987/03/25 21:00:00 25 0.758 58.01% 0.1 678 1987/07/17 08:00:00 1987/07/17 12:00:00 5 0.758 58.10% 0.1 679 1987/08/14 09:00:00 1987/08/14 10:00:00 2 0.758 58.18% 0.1 680 1987/10/23 06:00:00 1987/10/23 07:00:00 2 0.758 58.27% 0.1 681 1987/10/28 00:00:00 1987/10/2801:00:00 2 0.758 58.350/6 0.1 682 1987/10/31 05:00:00 1987/11/01 00:00:00 20 0.758 58.44% 0.1 683 1987/11/02 04:00:00 1987/11/02 05:00:00 2 0.758 58.53% 6.1 684 1987/11/04 18:00:00 1987/11/05 11:00:00 18 0.758 58.61% 0.1 685 1987/11/14 01:00:00 1987/11/14 02:00:00 2 0.758 58.70% 0.1 686 1987/11/17 21:00:00 1987/11/17 22:00:00 2 0.758 58.78% 0.1 687 1987/12/11 05:00:00 1987/12/1106:00:00 2 0.758 58.87% 0.1 688 1987/12/19 18:00:00 1987/12/19 19:00:00 2 0.758 58.95% 0.1 689 1987/12/29 11:00:00 1987/12/3005:00:00 19 0.758 59.04% 0.1 690 1988/01/05 13:00:00 1988/01/05 18:00:00 6 0.758 59.13% 0.1 691 1988/02/0200:00:00 1988/02/02 17:00:00 1 18 0.758 59.21% 0.1 692 1988/02/2921:00:00 1988/02/2922:00:00 2 0.758 59.30% 0.1 693 1988/04/18 04:00:00 1988/04/1805:00:00 2 0.758 59.38% 0.1 694 1988/04/22 10:00:00 1988/04/23 11:00:00 26 0.758 59.47% 0.1 695 1988/05/29 06:00:00 1988/05/29 07:00:00 2 0.758 59.55% 0.1 696 1988/11/10 11:00:00 1988/11/11 09:00:00 23 1 0.758 59.64% 0.1 11/3/2015 9:28 AM 15/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 697 - 1988/11/23 23:00:00 1988/11/24 05:00:00 7 0.758 59.73% 0.1 698 1988/12/18 12:00:00 1988/12/18 20:00:00 9 0.758 59.81% .1 699 - 1988/12/22 22:00:00 1988/12/23 00:00:00 3 0.758 59.90% 0.1 700 1988/12/27 22:00:00 1988/12/28 11:00:00 14 0.758 59.98% 0.1 701 1989/01/05 18:00:00 1989/01/05 19:00:00 2 0.758 60.070/6 0.1 702 1989/01/07 15:00:00 1989/01/07 17:00:00 3 0.758 60.150/6 0.1 703 1989/01/23 19:00:00 1989/01/23 21:00:00 3 0.758 60.24% 0.1 704 1989/02/02 06:00:00 1989/02/02 09:00:00 4 0.758 60.33% 0.1 705 1989/02/03 21:00:00 1989/02/04 17:00:00 21 0.758 60.41% 0.1 706 1989/02/09 14:00:00 1989/02/10 05:00:00 16 0.758 60.50% 0.1 707 1989/03/02 09:00:00 1989/03/02 19:00:00 11 0.758 60.580/6 0.1 708 1989/05/14 06:00:00 1989/05/15 07:00:00 26 0.758 60.67% 0.1 709 1989/06/04 06:00:00 1989/06/04 07:00:00 2 0.758 60.750/6 0.1 710 1989/11/26 10:00:00 1989/11/26 11:00:00 2 0.758 60.840/6 0.1 711 1989/12/0110:00:00 1989/12/0111:00:00 2 0.758 60.93% 0.1 712 1990/01/02 06:00:00 1990/01/02 10:00:00 5 0.758 61-01% 0.1 713 1990/01/13 10:00:00 1990/01/14 11:00:00 26 0.758 61.10% 0.1 714 1990/01/18 13:00:00 1990/01/18 14:00:00 2 0.758 61.18% 0.1 715 1990/01/22 10:00:00 1990/01/22 11:00:00 2 0.758 61.270/6 0.1 716 1990/02/04 10:00:00 1990/02/04 14:00:00 5 0.758 61.35% 0.1 717 1990/04/16 20:00:00 1990/04/17 14:00:00 - 19 0.758 61.44% 0.1 718 1990/05/13 16:00:00 1990/05/13 17:00:00 2 0.758 61.53% 0.1 719 1990/05/28 05:00:00 1990/05/28 14:00:00 10 0.758 61.61% 0.1 720 1990/06/09 13:00:00 1990/06/10 14:00:00 26 0.758 61.70% 0.1 721 1990/08/15 07:00:00 1990/08/1508:00:00 2 0.758 61.78% 0.1 722 1990/12/20 07:00:00 1990/12/20 08:00:00 2 0.758 61.87% 0.1 723 1991/01/03 21:00:00 1991/01/03 22:00:00 2 0.758 61.95% 0.1 724 1991/03/11 02:00:00 1991/03/11 03:00:00 2 0.758 62.04% 0.1 725 1991/03/13 19:00:00 1991/03/13 20:00:00 2 0.758 62.13% 0.1 726 1991/03/15 13:00:00 1991/03/15 15:00:00 3 0.758 62.21% 0.1 727 1991/07/31 11:00:00 1991/07/31 12:00:00 2 0.758 62.30% 0.1 728 1991/12/0910:00:00 1991/12/0911:00:00 2 0.758 62.38% 0.1 729 1991/12/1803:00:00 1991/12/1804:00:00 2 0.758 62.47% 0.1 730 1991/12/1910:00:00 1991/12/1911:00:00 2 0.758 62.55% 6.1 731 1991/12/28 01:00:00 1991/12/28 04:00:00 4 0.758 62.64% 0.1 732 1992/01/03 08:00:00 1992/01/0404:00:00 21 0.758 62.72% 0.1 733 1992/02/10 00:00:00 1992/02/1006:00:00 7 0.758 62.81% 0.1 734 1992/03/29 12:00:00 1992/03/29 13:00:00 2 0.758 62.90% 0.1 735 1992/03/31 14:00:00 1992/03/31 15:00:00 2 0.758 62.98% 0.1 736 1992/05/05 23:00:00 1992/05/06 00:00:00 2 0.758 63.07% 0.1 737 1992/05/17 17:00:00 1992/05/17 18:00:00 2 0.758 63.15% 0.1 738 1997/01/02 04:00:00 1997/01/03 11:00:00 32 0.758 63.240/6 0.1 739 1965/12/31 07:00:00 1966/01/01 02:00:00 20 0.738 63.32% 0.1 740 1951/12/19 04:00:00 1951/12/19 13:00:00 10 0.737 63.41% 0.1 741 1954/12/03 09:00:00 1954/12/04 00:00:00 16 0.737 63.50% 0.1 742 1953/12/0408:00:00 1953/12/04 11:00:00 4 0.731 63.580/6 0.1 743 1953/11/14 15:00:00 1953/11/15 09:00:00 1 19 1 0.729 63.670/6 01 11/3/2015 9:28 AM - 16/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 744 1969/11/10 01:00:00 1969/11/10 09:00:00 9 0.728 63.751/6 0.1 745 1973/02/03 14:00:00 1973/02/03 23:00:00 10 0.728 63.840/6 0.1 746 2001/02/20 05:00:00 2001/02/21 00:00:00 20 0.727 63.92% 0.1 747 1957/02/23 04:00:00 1957/02/23 11:00:00 8 0.724 64.01% 0.1 748 1957/10/21 00:00:00 1957/10/21 06:00:00 7 0.718 64.10% 0.1 749 1964/03/02 07:00:00 1964/03/02 13:00:00 7 0.718 64.18% 0.1 750 1958/03/11 00:00:00 1958/03/12 07:00:00 32 0.717 64.270/6 0.1 751 1965/03/12 11:00:00 1965/03/13 22:00:00 36 0.715 64.35% 0.1 752 1957/05/20 23:00:00 1957/05/21 08:00:00 10 0.702 64.44% 0.1 753 1962/05/27 06:00:00 1962/05/27 13:00:00 8 0.702 64.52% 0.1 754 1957/05/19 03:00:00 1957/05/19 10:00:00 8 0.701 64.61% 0.1 755 1956/05/09 08:00:00 1956/05/10 00:00:00 17 0.682 64.70% 0.1 756 1960/04/23 07:00:00 1960/04/24 08:00:00 26 0.682 64.78% 0.1 757 1972/10/19 00:00:00 1972/10/20 17:00:00 42 0.682 64.87% 0.1 758 1973/03/26 06:00:00 1973/03/26 07:00:00 2 0.682 64.95% 0.1 759 1963/12/09 15:00:00 1963/12/1003:00:00 13 0.661 65.04% 0.1 760 1956/12/05 14:00:00 1956/12/0605:00:00 16 0.66 65.12% 0.1 761 1957/01/09 20:00:00 1957/01/10 13:00:00 18 0.659 65.21% 0.1 762 1969/01/18 19:00:00 1969/01/22 10:00:00 88 0.659 65.30% 0.1 763 1975/12/12 14:00:00 1975/12/12 18:00:00 5 0.658 65.38% 0.1 764 1968/01/27 22:00:00 1968/01/2801:00:00 4 0.657 65.470/6 0.1 765 1970/01/09 18:00:00 1970/01/10 11:00:00 18 0.657 65.55% 0.1 766 1998/01/03 06:00:00 1998/01/04 20:00:00 39 0.657 65.64% 0.1 767 1964/02/29 03:00:00 1964/02/2906:00:00 4 0.652 65.72% 0.1 768 2001/02/23 06:00:00 2001/02/23 23:00:00 18 0.652 65.81% 0.1 769 2002/02/1708:00:00 2002/02/17 22:00:00 15 0.652 65.90% 0.1 770 2001/11/2907:00:00 2001/11/29 23:00:00 17 0.651 65.980/6 0.1 771 1963/10/16 08:00:00 1963/10/16 13:00:00 6 0.64 66.07% 0.1 772 1969/03/0901:00:00 1969/03/11 04:00:00 52 0.639 66.15% 0.1 773 1962/03/22 22:00:00 1962/03/23 00:00:00 3 0.635 66.24% 0.1 774 1957/04/22 10:00:00 1957/04/22 13:00:00 4 0.631 66.320/6 0.1 775 1962/05/14 17:00:00 1962/05/1504:00:00 12 0.627 66.41% 0.1 776 1970/04/16 21:00:00 1970/04/1701:00:00 5 0.627 66.50% 0.1 777 2003/05/03 07:00:00 2003/05/03 22:00:00 16 0.624 66.58% 0.1 778 1951/11/20 01:00:00 1951/11/20 22:00:00 22 0.606 66.67% 0.1 779 1965/09/16 13:00:00 1965/09/17 12:00:00 24 0.606 66.75% 0.1 780 1993/02/26 18:00:00 1993/02/2622:00:00 5 0.606 66.84% 0.1 781 1994/04/24 04:00:00 1994/04/24 07:00:00 4 0.606 66.92% 0.1 782 1994/12/24 09:00:00 1994/12/2505:00:00 21 0.606 67.01% 0.1 783 1996/02/03 11:00:00 1996/02/03 13:00:00 3 0.606 67.10% 0.1 784 1996/10/02 19:00:00 1996/10/03 16:00:00 22 0.606 67.18% 0.1 785 1997/04/03 17:00:00 1997/04/03 19:00:00 3 0.606 67.27% 0.1 786 1998/08/31 20:00:00 1998/08/31 21:00:00 2 0.606 67.35% 0.1 787 1998/12/19 18:00:00 1998/12/1920:00:00 3 0.606 67.44% 0.1 788 1999/03/15 10:00:00 1999/03/15 11:00:00 2 0.606 67.52% 0.1 789 1999/04/06 18:00:00 1999/04/07 11:00:00 18 0.606 67.61% 0.1 790 1999/07/18 10:00:00 1999/07/18 11:00:00 2 0.606 67.69% 0.1 11/3/2015 9:28 AM 17/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency I Return Period 791 2000/11/10 06:00:00 2000/11/11 22:00:00 41 0.606 67.78% 0.1 792 2003/11/12 05:00:00 2003/11/13 05:00:00 25 0.606 67.87% 0.1 793 2004/02/18 16:00:00 2004/02/18 18:00:00 3 0.606 67.95% 0.1 794 2004/03/26 08:00:00 2004/03/26 12:00:00 5 0.606 68.040/6 0.1 795 2004/08/30 20:00:00 2004/08/30 21:00:00 2 0.606 68.12% 0.1 796 2005/01/28 15:00:00 2005/01/28 16:00:00 2 0.606 68.21% 0.1 797 2005/03/04 09:00:00 2005/03/05 04:00:00 20 0.606 68.29% 0.1 798 2006/03/03 14:00:00 2006/03/03 16:00:00 3 0.606 68.380/6 0.1 799 2006/11/27 10:00:00 2006/11/27 12:00:00 3 0.606 68.470/6 0.1 800 2006/12/1620:00:00 2006/12/17 04:00:00 9 0.606 68.550/6 0.1 801 2006/12/2210:00:00 2006/12/2211:00:00 2 0.606 68.64% 0.1 802 2007/02/13 07:00:00 2007/02/13 22:00:00 16 0.606 68.72% 0.1 803 2007/09/22 10:00:00 2007/09/22 14:00:00 5 0.606 68.81% 0.1 804 2008/01/22 04:00:00 2008/01/22 06:00:00 3 0.606 68.890/6 0.1 805 2008/01/2901:00:00 2008/01/29 02:00:00 2 0.606 68.980/6 0.1 806 2008/02/03 06:00:00 2008/02/04 05:00:00 24 0.606 69.070/6 0.1 807 2008/01/23 08:00:00 2008/01/24 20:00:00 37 0.601 69.150/6 0.1 808 1996/12/05 21:00:00 1996/12/06 08:00:00 12 0.588 69.240/6 0.1 809 1999/01/20 05:00:00 1999/01/21 06:00:00 26 0.584 69.32% 0.1 810 2001/01/08 13:00:00 2001/01/08 18:00:00 6 0.584 69.41% 0.1 811 2001/12/0314:00:00 2001/12/0421:00:00 32 0.583 69.490/6 0.1 812 1967/12/0722:00:00 1967/12/0809:00:00 12 0.581 69.580/6 0.1 813 1951/12/0423:00:00 1951/12/0507:00:00 9 0.58 69.670/6 - .1 814 1952/12/0603:00:00 1952/12/0606:00:00 4 0.58 69.750/6 0.1 815 1987/02/13 18:00:00 1987/02/1400:00:00 7 0.58 69.840/6 0.1 816 2005/12/0223:00:00 2005/12/0301:00:00 3 0.58 69.92% 0.1 817 2008/02/14 10:00:00 2008/02/14 15:00:00 6 0.579 70.01% 0.1 818 1993/01/02 06:00:00 1993/01/02 13:00:00 8 0.578 70.090/6 0.1 819 1996/01/25 12:00:00 1996/01/25 15:00:00 4 0.578 70.180/6 0.1 820 1953/11/05 07:00:00 1953/11/06 04:00:00 22 0.576 70.270/6 0.1 821 2001/11/12 09:00:00 2001/11/13 19:00:00 35 0.576 70.350/6 0.1 822 2007/02/19 00:00:00 2007/02/19 09:00:00 10 0.576 70.440/6 0.1 823 1957/11/14 15:00:00 1957/11/14 19:00:00 5 0.575 70.52% 0.1 824 2000/09/22 18:00:00 2000/09/23 01:00:00 8 0.575 70.61% 0.1 825 1996/02/12 12:00:00 1996/02/12 14:00:00 3 0.573 70.690/6 0.1 826 1997/02/10 19:00:00 1997/02/10 23:00:00 5 0.573 70.780/6 0.1 827 1952/03/10 04:00:00 1952/03/11 09:00:00 30 0.567 70.87% 0.1 828 1959/09/30 22:00:00 1959/10/01 07:00:00 10 0.567 70.950/6 0.1 829 1995/03/23 08:00:00 1995/03/23 18:00:00 11 0.567 71.040/6 0.1 830 2007/10/13 05:00:00 2007/10/13 10:00:00 6 0.567 71.12% 0.1 831 1961/10/08 15:00:00 1961/10/08 17:00:00 3 0.564 71.21% 0.1 832 1964/03/12 16:00:00 1964/03/13 02:00:00 11 0.564 71.29% 0.1 833 1957/10/11 05:00:00 1957/10/11 13:00:00 9 0.563 71.38% 0.1 834 1996/03/04 16:00:00 1996/03/0500:00:00 9 0.563 71.470/6 0.1 835 1960/03/23 06:00:00 1960/03/23 10:00:00 5 1 0.562 71.55% 0.1 836 1999/04/01 13:00:00 1999/04/01 20:00:00 8 1 0.559 71.64% 0.1 837 1969/04/03 01:00:00 1969/04/03 09:00:00 9 1 0.556 71.72% 0.1 11/3/2015 9:28 AM 18/26 Excel Engineering pea kFlowStatistics Pre.txt Rank Start Date End Date Duration Peak Frequency Return Period 838 1976/04/12 03:00:00 1976/04/13 13:00:00 35 0.556 71.81% 0.1 839 1996/04/18 00:00:00 1996/04/18 05:00:00 6 0.555 71.89% 0.1 840 2001/04/09 16:00:00 2001/04/10 21:00:00 30 0.554 71.98% 0.1 841 2006/04/14 12:00:00 2006/04/15 10:00:00 23 0.552 72.07% 0.1 842 2007/04/22 22:00:00 2007/04/23 01:00:00 4 0.552 72.15% 0.1 843 1963/06/11 08:00:00 1963/06/1114:00:00 7 0.551 72.24% 0.1 844 1952/09/19 14:00:00 1952/09/19 16:00:00 3 0.527 72.32% 0.1 845 1966/02/25 00:00:00 1966/02/25 05:00:00 6 0.527 72.41% 0.1 846 1971/04/26 04:00:00 1971/04/26 06:00:00 3 0.527 72.499/6 0.1 847 1975/03/14 01:00:00 1975/03/14 03:00:00 3 0.527 72.580/o 0.1 848 2002/03/1720:00:00 2002/03/1803:00:00 8 0.527 72.660/6 0.1 849 2002/05/20 22:00:00 2002/05/20 23:00:00 2 0.527 72.75% 0.1 850 1953/01/06 14:00:00 1953/01/08 10:00:00 45 0.508 72.84% 0.1 851 1960/12/0207:00:00 1960/12/0305:00:00 23 0.506 72.92% 0.1 852 1958/02/13 00:00:00 1958/02/1307:00:00 8 0.503 73.01% 0.1 853 1955/11/17 05:00:00 1955/11/17 18:00:00 14 0.502 73.09% 0.1 854 1965/11/25 07:00:00 1965/11/25 13:00:00 7 0.502 73.180/6 0.1 855 1962/02/24 19:00:00 1962/02/2500:00:00 6 0.501 73.26% 0.1 856 1963/03/15 03:00:00 1963/03/15 07:00:00 5 0.484 73.35% 0.1 857 2002/04/15 07:00:00 2002/04/15 10:00:00 4 0.483 73.44% 0.1 858 1963/04/08 04:00:00 1963/04/08 09:00:00 6 0.479 73.52% 0.1 859 1955/04/26 09:00:00 1955/04/26 12:00:00 4 0.478 73.61% 0.1 860 2002/04/24 11:00:00 2002/04/24 14:00:00 4 0.478 73.69% 0.1 861 2002/09/29 11:00:00 2002/09/29 20:00:00 10 0.477 73.78% 0.1 862 1969/05/05 08:00:00 1969/05/06 12:00:00 29 0.476 73.860/6 0.1 863 1998/05/05 13:00:00 1998/05/06 20:00:00 32 0.473 73.95% 0.1 864 1965/07/29 19:00:00 1965/07/29 23:00:00 5 0.466 74.040/6 0.1 865 1964/01/18 14:00:00 1984/01/1821:00:00 8 0.432 74.120/6 0.1 866 1972/12/0705:00:00 1972/12/0821:00:00 41 0.432 74.21% 0.1 867 1966/01/27 04:00:00 1966/01/27 15:00:00 12 0.431 74.290/6 0.1 868 1975/01/30 13:00:00 1975/01/30 18:00:00 6 0.431 74.380/6 0.1 869 1971/12/0700:00:00 1971/12/0703:00:00 4 0.428 74.460/6 0.1 870 2000/01/25 11:00:00 2000/01/26 18:00:00 32 0.428 74.550/6 0.1 871 1951/12/01 21:00:00 1951/12/0203:00:00 7 0.426 74.64% 0.1 872 1963/11/06 13:00:00 1963/11/06 17:00:00 5 0.422 74.72% 0.1 873 1974/02/19 17:00:00 1974/02/19 19:00:00 3 0.421 74.81% 0.1 874 1952/12/1706:00:00 1952/12/1716:00:00 11 0.419 74.890/6 0.1 875 1953/11/20 06:00:00 1953/11/20 08:00:00 3 0.419 74.980/6 0.1 876 1956/04/26 16:00:00 1956/04/27 09:00:00 18 0.419 75.06% 0.1 877 1963/10/18 01:00:00 1963/10/19 00:00:00 24 0.419 75.15% 0.1 878 1965/04/12 23:00:00 1965/04/13 01:00:00 3 0.419 75.24% 0.1 879 1973/03/04 03:00:00 1973/03/04 04:00:00 2 0.419 75.320/6 0.1 880 1961/03/15 09:00:00 1961/03/15 14:00:00 6 0.415 75.41% 0.1 881 1972/10/1702:00:00 1972/10/1705:00:00 4 0.41 75.49% 0.1 882 1975/04/25 05:00:00 1975/04/25 09:00:00 5 0.404 75.58% 0.1 883 1963/04/14 15:00:00 1963/04/14 20:00:00 6 1 0.402 75.66% 0.1 884 1954/07/13 04:00:00 1954/07/13 06:00:00 3 1 0.389 75.750/6 0.1 11/3/2015 9:28 AM 19/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 885 1955/12/0405:00:00 1955/12/04 11:00:00 7 0.358 75.840/6 0.1 886 1965/12/21 23:00:00 1965/12/22 11:00:00 13 0.357 75.92% 0.1 887 2001/12/20 14:00:00 2001/12/21 20:00:00 31 0.355 76.01% 0.1 888 2002/12/29 13:00:00 2002/12/29 20:00:00 8 0.355 76.09% 0.1 889 2003/01/20 13:00:00 2003/01/20 20:00:00 8 0.354 76.18% 0.1 890 1958/01/30 12:00:00 1958/01/30 14:00:00 3 0.351 76.26% 0.1 891 1965/01/07 08:00:00 1965/01/0711:00:00 4 0.351 76.35% 0.1 892 1964/02/1506:00:00 1964/02/15 11:00:00 6 0.349 76.44% 0.1 893 1951/11/12 23:00:00 1951/11/13 03:00:00 5 0.346 76.52% 0.1 894 1960/03/28 00:00:00 1960/03/28 06:00:00 7 0.337 76.61% 0.1 895 1961/03/28 00:00:00 1961/03/28 17:00:00 18 0.337 76.69% 0.1 896 2003/03/22 13:00:00 2003/03/22 20:00:00 8 0.33 76.78% 0.1 897 1971/05/07 16:00:00 1971/05/07 23:00:00 8 0.321 76.86% 0.1 898 1955/04/18 08:00:00 1955/04/18 10:00:00 3 0.32 76.950/6 0.1 899 1992/12/03 11:00:00 1992/12/0410:00:00 24 0.282 77.040/6 0.1 900 1995/12/1301:00:00 1995/12/13 10:00:00 10 0.282 77.12% 0.1 901 1998/04/15 13:00:00 1998/04/15 19:00:00 7 0.282 77.21% 0.1 902 2003/12/07 10:00:00 2003/12/08 01:00:00 16 0.282 77.29% 0.1 903 2004/12/08 04:00:00 2004/12/08 09:00:00 6 0.282 77.380/6 0.1 904 1957/01/24 04:00:00 1957/01/24 22:00:00 19 0.281 77.460/6 0.1 905 1971/01/02 06:00:00 1971/01/02 11:00:00 6 0.281 77.55% 0.1 906 2004/01/02 17:00:00 2004/01/03 15:00:00 23 0.281 77.63% 0.1 907 1968/12/11 05:00:00 1968/12/1110:00:00 6 0.28 77.72% 0.1 908 1971/12/13 03:00:00 1971/12/13 07:00:00 5 0.28 77.81% 0.1 909 1993/12/14 16:00:00 1993/12/1508:00:00 17 0.28 77.89% 0.1 910 2004/01/28 02:00:00 2004/01/28 07:00:00 6 0.28 77.98% 0.1 911 1996/01/28 04:00:00 1996/01/28 07:00:00 4 0.279 78.06% 0.1 912 1998/12/04 00:00:00 1998/12/0503:00:00 28 0.277 78.15% 0.1 913 1965/01/20 03:00:00 1965/01/20 08:00:00 6 0.276 78.23% 0.1 914 1968/12/20 09:00:00 1968/12/20 12:00:00 4 0.276 78.32% 0.1 915 1994/02/20 11:00:00 1994/02/21 07:00:00 21 0.276 78.41% 0.1 916 1994/12/13 05:00:00 1994/12/13 07:00:00 3 0.276 78.49% 0.1 917 1952/01/0703:00:00 1952/01/0811:00:00 33 0.275 78.58% 0.1 918 1957/11/04 03:00:00 1957/11/04 11:00:00 9 0.275 78.660/6 0.1 919 1993/11/22 13:00:00 1993/11/23 04:00:00 16 0.275 78.75% 0.1 920 1995/11/01 05:00:00 1995/11/01 21:00:00 17 0.275 78.83% 0.1 921 2003/11/01 04:00:00 2003/11/01 10:00:00 7 0.275 78.92% 0.1 922 2005/02/07 02:00:00 2005/02/07 07:00:00 6 0.271 79.01% 0.1 923 1999/02/09 19:00:00 1999/02/09 21:00:00 3 0.27 79.09% 0.1 924 1957/11/02 07:00:00 1957/11/03 02:00:00 20 0.269 79.180/a 0.1 925 1971/11/12 07:00:00 1971/11/12 10:00:00 4 0.269 79.260/6 0.1 926 1994/11/16 08:00:00 1994/11/16 10:00:00 3 0.269 79.350/6 0.1 927 2003/11/16 00:00:00 2003/11/1609:00:00 10 0.269 79.430/6 0.1 928 1962/02/2609:00:00 1962/02/26 12:00:00 4 0.268 79.52% 0.1 929 2001/12/14 14:00:00 2001/12/14 19:00:00 6 0.266 79.61% 0.1 930 2001/12/30 14:00:00 2001/12/30 19:00:00 6 0.266 79.69% 0.1 931 1957/11/16 01:00:00 1957/11/16 23:00:00 23 0.264 79.78% 0.1 11/3/2015 9:28 AM 20/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 932 1992/10/23 06:00:00 1992/10/23 09:00:00 4 0.263 79.86% 0.1 933 1992/10/30 16:00:00 1992/10/30 20:00:00 5 0.263 79.95% 0.1 934 1998/01/13 14:00:00 1998/01/13 19:00:00 6 0.263 80.03% 0.1 935 1998/01/19 14:00:00 1998/01/20 17:00:00 28 0.263 80.12% 0.1 936 2005/03/18 20:00:00 2005/03/20 04:00:00 33 0.263 80.21% 0.1 937 2006/03/17 18:00:00 2006/03/1808:00:00 15 0.263 80.29% 0.1 938 1999/03/11 11:00:00 1999/03/11 15:00:00 5 0.261 80.380/o 0.1 939 2006/03/06 23:00:00 2006/03/07 02:00:00 4 0.261 80.46% 0.1 940 1953/03/20 02:00:00 1953/03/20 11:00:00 10 0.26 80.55% 0.1 941 1999/03/0701:00:00 1999/03/07 05:00:00 5 0.255 80.63% 0.1 942 2001/04/20 23:00:00 2001/04/21 13:00:00 15 0.255 80.72% 0.1 943 1972/09/06 01:00:00 1972/09/06 06:00:00 1 6 0.254 80.81% 0.1 944 1956/04/10 13:00:00 1956/04/11 13:00:00 25 0.251 80.89% 0.1 945 1995/05/13 06:00:00 1995/05/13 09:00:00 4 0.248 80.98% 0.1 946 1962/06/1500:00:00 1962/06/15 13:00:00 14 0.242 81.060/9 0.1 947 1997/02/27 16:00:00 1997/02/2722:00:00 7 0.241 81.15% 0.1 948 1992/08/13 16:00:00 1992/08/13 19:00:00 4 0.239 81.23% 0.1 949 1995/07/16 08:00:00 1995/07/16 10:00:00 3 0.237 81.32% 0.1 950 2002/11/2914:00:00 2002/11/2919:00:00 6 0.223 81.41% 0.1 951 1953/01/13 17:00:00 1953/01/13 23:00:00 7 0.205 81.49% 0.1 952 1955/12/06 23:00:00 1955/12/0703:00:00 5 0.203 81.58% 0.1 953 1970/01/11 15:00:00 1970/01/12 08:00:00 18 0.203 81.66% 0.1 954 1967/01/30 23:00:00 1967/01/31 07:00:00 9 0.202 81.75% 0.1 955 1955/12/0118:00:00 1955/12/0200:00:00 7 0.201 81.83% 0.1 956 1956/01/20 15:00:00 1956/01/21 00:00:00 10 0.201 81.92% 0.1 957 1962/12/1807:00:00 1962/12/18 10:00:00 4 0.201 82.01% 0.1 958 1972/11/08 01:00:00 1972/11/08 05:00:00 5 0.199 82.09% 0.1 959 2002/01/2803:00:00 2002/01/2908:00:00 30 0.199 82.18% 0.1 960 1962/03/29 06:00:00 1962/03/29 09:00:00 4 0.195 82.26% 0.1 961 1955/11/21 09:00:00 1955/11/21 17:00:00 9 0.194 82.35% 0.1 962 1975/10/0705:00:00 1975/10/0709:00:00 5 0.188 82.43% 0.1 963 1956/10/23 11:00:00 1956/10/23 13:00:00 3 0.181 82.52% 0.1 964 1964/03/31 16:00:00 1964/04/01 10:00:00 19 0.176 82.60% 0.1 965 2002/04/2609:00:00 2002/04/26 14:00:00 6 0.166 82.69% 0.1 966 1973/03/21 20:00:00 1973/03/21 22:00:00 3 0.165 82.78% 0.1 967 1952/04/2803:00:00 1952/04/2808:00:00 6 0.161 82.860/6 0.1 968 1953/04/29 18:00:00 1953/04/30 05:00:00 12 0.157 82.95% 0.1 969 2000/01/31 15:00:00 2000/01/31 19:00:00 5 0.14 83.03% 0.1 970 1953/04/21 20:00:00 1953/04/21 22:00:00 3 0.138 83.12% 0.1 971 1957/03/09 15:00:00 1957/03/09 22:00:00 8 0.131 83.20% 0.1 972 1975/02/1402:00:00 1975/02/1407:00:00 6 0.122 83.29% 0.1 973 1964/01/14 09:00:00 1964/01/14 14:00:00 6 0.118 83.38% 0.1 974 1969/02/1516:00:00 1969/02/1600:00:00 9 0.118 83.46% 0.1 975 1969/11/15 09:00:00 1969/11/15 21:00:00 13 0.117 83.550/6 0.1 976 1959/11/01 20:00:00 1959/11/01 22:00:00 3 0.116 83.63% 0.1 977 1964/06/0907:00:00 1964/06/09 13:00:00 7 0.111 83.72% 0.1 978 1966/03/02 05:00:00 1966/03/02 09:00:00 5 1 0.109 83.80% 0.1 11/3/2015 9:28 AM 21/26 Excel Engineering pea kFlowStatistics Pre.txt Rank Start Date End Date Duration Peak Frequency Return Period 979 1957/04/1501:00:00 1957/04/15 07:00:00 7 0.101 83.89% 0.1 980 1954/04/28 05:00:00 1954/04/28 10:00:00 6 0.098 83.98% 0.1 981 1952/04/25 19:00:00 1952/04/25 20:00:00 2 0.095 84.060/6 0.1 982 1956/04/01 13:00:00 1956/04/01 14:00:00 2 0.095 84.15% 0.1 983 1956/05/17 18:00:00 1956/05/17 19:00:00 2 0.095 84.23% 0.1 984 1958/03/02 17:00:00 1958/03/02 18:00:00 2 0.095 84.32% 0.1 985 1959/09/29 02:00:00 1959/09/29 03:00:00 2 0.095 84.40% 0.1 986 1961/05/07 04:00:00 1961/05/07 05:00:00 2 0.095 84.490/6 0.1 987 1964/05/17 00:00:00 1964/05/17 01:00:00 2 0.095 84.580/6 0.1 988 1970/04/21 12:00:00 1970/04/21 13:00:00 2 0.095 84.66% 0.1 989 1972/06/06 13:00:00 1972/06/06 14:00:00 2 0.095 84.750/6 0.1 990 1975/10/30 17:00:00 1975/10/30 18:00:00 2 0.095 84.83% .1 991 1961/03/24 23:00:00 1961/03/25 04:00:00 6 0.089 84.92% 0.1 992 1960/05/03 20:00:00 1960/05/04 11:00:00 16 0.084 85.00% 0.1 993 1968/10/30 00:00:00 1968/10/30 14:00:00 15 0.084 85.090/6 0.1 994 1961/03/04 14:00:00 1961/03/04 19:00:00 6 0.081 85.180/6 0.1 995 2000/02/16 15:00:00 2000/02/17 19:00:00 29 0.08 85.26% 0.1 996 2003/11/03 17:00:00 2003/11/04 00:00:00 8 0.079 85.350/6 0.1 997 1959/07/21 15:00:00 1959/07/21 16:00:00 2 0.076 85.43% 0.1 998 1960/10/23 05:00:00 1960/10/23 10:00:00 6 0.076 85.52% 0.1 999 1968/05/12 03:00:00 1968/05/12 04:00:00 2 0.076 85.600/6 0.1 1000 1972/09/03 15:00:00 1972/09/03 16:00:00 2 0.076 85.69% 0.1 1001 1974/11/02 00:00:00 1974/11/02 01:00:00 2 0.076 85.78% 0.1 1002 1975/03/06 16:00:00 1975/03/06 20:00:00 5 0.076 85.86% 0.1 1003 1987/02/15 19:00:00 1987/02/15 20:00:00 2 0.076 85.95% 0.1 1004 1987/02/18 17:00:00 1987/02/18 18:00:00 2 0.076 86.03% 0.1 1005 1992/11/2223:00:00 1992/11/2300:00:00 2 0.076 86.12% 0.1 1006 1992/12/11 21:00:00 1992/12/11 22:00:00 2 0.076 86.20% 0.1 1007 1993/10/16 07:00:00 1993/10/16 08:00:00 2 0.076 86.290/6 0.1 1008 1993/11/01 03:00:00 1993/11/01 04:00:00 2 0.076 86.380/6 0.1 1009 1993/11/12 03:00:00 1993/11/12 04:00:00 2 0.076 86.460/6 0.1 1010 1993/12/19 04:00:00 1993/12/1905:00:00 2 0.076 86.550/6 0.1 1011 1994/04/25 18:00:00 1994/04/27 18:00:00 49 0.076 86.63% 0.1 1012 1994/05/08 08:00:00 1994/05/08 09:00:00 2 0.076 86.720/6 0.1 1013 1994/05/11 22:00:00 1994/05/11 23:00:00 2 0.076 86.80% 0.1 1014 1994/05/15 06:00:00 1994/05/15 07:00:00 2 0.076 86.89% 0.1 1015 1994/10/04 13:00:00 1994/10/04 14:00:00 2 0.076 86.98% 0.1 1016 1994/11/18 05:00:00 1994/11/18 06:00:00 2 0.076 87.06% 0.1 1017 1994/12/2221:00:00 1994/12/22 22:00:00 2 0.076 87.15% 0.1 1018 1995/12/1600:00:00 1995/12/1601:00:00 2 0.076 87.23% 0.1 1019 1996/01/19 08:00:00 1996/01/19 09:00:00 2 0.076 87.32% 0.1 1020 1996/04/02 07:00:00 1996/04/02 08:00:00 2 0.076 87.40% 0.1 1021 1996/12/3116:00:00 1996/12/3117:00:00 2 0.076 87.490/6 0.1 1022 1998/09/03 03:00:00 1998/09/03 09:00:00 7 0.076 87.570/6 0.1 1023 1998/09/26 08:00:00 1998/09/26 09:00:00 2 0.076 87.660/6 0.1 1024 1998/11/11 09:00:00 1998/11/11 21:00:00 13 0.076 87.750/6 0.1 1025 1999/02/0709:00:00 1999/02/07 10:00:00 2 0.076 87.83% 0.1 11/3/2015 9:28 AM 22/26 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 1026 1999/03/04 01:00:00 1999/03/04 02:00:00 2 0.076 87.92% 0.1 1027 1999/04/08 23:00:00 1999/04/0900:00:00 2 0.076 88.00% 0.1 1028 1999/05/23 01:00:00 1999/05/23 02:00:00 2 0.076 88.090/6 0.1 1029 1999/07/05 19:00:00 1999/07/05 20:00:00 2 0.076 88.17% 0.1 1030 1999/09/21 08:00:00 1999/09/21 09:00:00 2 0.076 88.26% 0.1 1031 1999/12/10 04:00:00 1999/12/10 05:00:00 2 0.076 88.35% 0.1 1032 2000/04/14 21:00:00 2000/04/14 22:00:00 2 0.076 88.43% 0.1 1033 2000/04/21 19:00:00 2000/04/21 20:00:00 2 0.076 88.52% 0.1 1034 2000/09/07 14:00:00 2000/09/07 15:00:00 2 0.076 88.60% 0.1 1035 2000/10/04 08:00:00 2000/10/04 09:00:00 2 0.076 88.69% 0.1 1036 2000/10/06 14:00:00 2000/10/06 15:00:00 2 0.076 88.770/o 0.1 1037 2000/10/11 07:00:00 2000/10/11 08:00:00 2 0.076 88.860/o 0.1 1038 2001/01/24 11:00:00 2001/01/25 02:00:00 16 0.076 88.95% 0.1 1039 2001/05/29 23:00:00 2001/05/30 00:00:00 2 0.076 89.03% 0.1 1040 2003/07/30 08:00:00 2003/07/30 09:00:00 2 0.076 89.12% 0.1 1041 2003/08/20 22:00:00 2003/08/20 23:00:00 2 0.076 89.20% 0.1 1042 2003/12/17 10:00:00 2003/12/1711:00:00 2 0.076 89.29% 0.1 1043 2004/01/19 07:00:00 2004/01/19 08:00:00 2 0.076 89.37% 0.1 1044 2004/01/25 02:00:00 2004/01/25 03:00:00 2 0.076 89.46% 0.1 1045 2004/06/19 10:00:00 2004/06/19 11:00:00 2 0.076 89.550/6 0.1 1046 2004/11/08 07:00:00 2004/11/08 08:00:00 2 0.076 89.63% 0.1 1047 2004/11/12 10:00:00 2004/11/12 11:00:00 2 0.076 89.720/6 0.1 1048 2004/11/29 22:00:00 2004/11/29 23:00:00 2 0.076 89.80% 0.1 1049 2005/02/25 07:00:00 2005/02/2508:00:00 2 0.076 89.890/6 0.1 1050 2005/04/24 13:00:00 2005/04/24 14:00:00 2 0.076 89.970/6 0.1 1051 2005/10/25 06:00:00 2005/10/2507:00:00 2 0.076 90.060/6 0.1 1052 2006/01/30 08:00:00 2006/01/30 09:00:00 2 0.076 90.15% 0.1 1053 2006/02/01 08:00:00 2006/02/01 09:00:00 2 0.076 90.23% 0.1 1054 2006/04/01 10:00:00 2006/04/01 11:00:00 2 0.076 90.32% 0.1 1055 2006/05/27 05:00:00 2006/05/27 06:00:00 2 0.076 90.40% 0.1 1056 2006/08/04 04:00:00 2006/08/04 05:00:00 2 0.076 90.49% 0.1 1057 2007/03/21 05:00:00 2007/03/21 06:00:00 2 0.076 90.570/9 0.1 1058 2007/03/27 05:00:00 2007/03/27 06:00:00 2 0.076 90.66% 0.1 1059 2007/09/28 06:00:00 2007/09/28 07:00:00 2 0.076 90.750/o 0.1 1060 1969/02/28 19:00:00 1969/02/2821:00:00 3 0.073 90.83% 0.1 1061 1974/04/01 21:00:00 1974/04/0201:00:00 5 0.073 90.92% 0.1 1062 1998/04/07 14:00:00 1998/04/07 18:00:00 5 0.073 91.00% 0.1 1063 1998/04/13 14:00:00 1998/04/13 18:00:00 5 0.073 91.09% 0.1 1064 1963/05/31 23:00:00 1963/06/01 03:00:00 5 0.058 91.17% 0.1 1065 1959/10/27 11:00:00 1959/10/27 13:00:00 3 0.057 91.26% 0.1 1066 1960/06/23 16:00:00 1960/06/23 17:00:00 2 0.057 91.35% 0.1 1067 1960/12/08 18:00:00 1960/12/0820:00:00 3 0.057 91.43% 0.1 1068 1962/03/0223:00:00 1962/03/03 01:00:00 3 0.057 91.52% 0.1 1069 1962/10/14 19:00:00 1962/10/1501:00:00 7 0.057 91.60% 0.1 1070 1963/04/2102:00:00 1963/04/21 04:00:00 3 0.057 91.69% 0.1 1071 1966/02/10 16:00:00 1966/02/10 17:00:00 2 0.057 91.77% 0.1 1072 1967/04/24 09:00:00 1967/04/24 10:00:00 2 0.057 91.860/6 0.1 11/3/2015 9:28 AM 23/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 1073 1967/04/28 09:00:00 1967/04/29 08:00:00 24 0.057 91.950/6 0.1 1074 1967/08/31 01:00:00 1967/08/31 02:00:00 2 0.057 92.03% 0.1 1075 1967/12/16 04:00:00 1967/12/16 17:00:00 14 0.057 92.120/6 0.1 1076 1968/03/13 17:00:00 1968/03/13 22:00:00 6 0.057 92.20% 0.1 1077 1968/07/28 06:00:00 1968/07/28 07:00:00 2 0.057 92.29% 0.1 1078 1968/11/0403:00:00 1968/11/0404:00:00 2 0.057 92.37% 0.1 1079 1968/11/30 19:00:00 1968/11/30 22:00:00 4 0.057 92.46% 0.1 1080 1971/05/29 06:00:00 1971/05/29 07:00:00 2 0.057 92.54% 0.1 1081 1972/05/18 23:00:00 1972/05/20 05:00:00 31 0.057 92.63% 0.1 1082 1973/01/04 13:00:00 1973/01/04 14:00:00 2 0.057 92.72% 0.1 1083 1974/01/20 16:00:00 1974/01/20 23:00:00 8 0.057 92.80% 0.1 1084 1975/05/20 02:00:00 1975/05/20 09:00:00 8 0.057 92.89% 0.1 1085 1975/06/17 05:00:00 1975/06/18 06:00:00 26 0.057 92.97% 0.1 1086 2002/01/25 01:00:00 2002/01/25 02:00:00 2 0.057 93.06% 0.1 1087 2002/03/01 06:00:00 2002/03/01 11:00:00 6 0.057 93.14% 0.1 1088 2002/03/07 08:00:00 2002/03/07 23:00:00 16 0.057 93.23% 0.1 1089 2002/03/23 05:00:00 2002/03/24 00:00:00 20 0.057 93.32% 0.1 1090 1951/09/28 03:00:00 1951/09/29 04:00:00 26 0.054 93.40% 0.1 1091 1955/01/06 10:00:00 1955/01/06 12:00:00 3 0.054 93.49% 0.1 1092 1969/01/30 23:00:00 1969/01/31 03:00:00 5 0.054 93.57% 0.1 1093 1970/03/10 08:00:00 1970/03/10 10:00:00 3 0.054 93.660/6 0.1 1094 1973/01/30 14:00:00 1973/01/30 16:00:00 3 0.054 93.74% 0.1 1095 1998/06/12 15:00:00 1998/06/12 18:00:00 4 0.054 93.83% 0.1 1096 1998/06/16 15:00:00 1998/06/16 18:00:00 4 0.054 93.92% 0.1 1097 2000/01/01 15:00:00 2000/01/02 17:00:00 27 0.054 94.00% 0.1 1098 2000/02/27 16:00:00 2000/02/28 18:00:00 27 0.054 94.09% 0.1 1099 2002/09/20 15:00:00 2002/09/20 18:00:00 4 0.054 94.17% 0.1 100 2003/05/07 15:00:00 2003/05/07 18:00:00 4 0.054 94.26% 0.1 101 2003/06/23 15:00:00 2003/06/23 18:00:00 4 0.054 94.34% 0.1 102 1961/12/14 10:00:00 1961/12/14 18:00:00 9 0.052 94.43% 0.1 103 1967/06/13 01:00:00 1967/06/13 06:00:00 6 0.052 94.52% 0.1 1104 1971/05/06 02:00:00 1971/05/06 07:00:00 6 0.052 94.60% 0.1 1105 1952/02/1722:00:00 1952/02/1805:00:00 8 0.038 94.69% 0.1 1106 1952/03/1901:00:00 1952/03/1906:00:00 6 0.038 94.77% 0.1 1107 1953/06/18 10:00:00 1953/06/18 11:00:00 2 0.038 94.86% 0.1 1108 1956/01/23 09:00:00 1956/01/23 14:00:00 6 0.038 94.940/6 0.1 1109 1956/10/04 08:00:00 - 1956/10/04 10:00:00 3 0.038 95.03% 0.1 1110 1957/11/0514:00:00 1957/11/05 16:00:00 3 0.038 95.12% 0.1 _111 1958/11/1523:00:00 1958/11/1600:00:00 2 0.038 95.20% 0.1 1112 1959/06/2803:00:00 1959/06/28 04:00:00 2 0.038 95.29% 0.1 1113 1960/02/1902:00:00 1960/02/1903:00:00 2 0.038 95.370/6 0.1 1114 1961/11/3013:00:00 1961/11/3015:00:00 3 0.038 95.46% 0.1 1115 1962/02/12 09:00:00 1962/02/1210:00:00 2 0.038 95.54% 0.1 1116 1962/05/2602:00:00 1962/05/2603:00:00 2 0.038 95.63% 0.1 1117 1963/01/3122:00:00 1963/02/0101:00:00 4 0.038 95.72% 0.1 1118 1964/11/1200:00:00 1964/11/1204:00:00 5 0.038 95.80% 0.1 1119 1964/11/2612:00:00 1964/11/2615:00:00 4 0.038 95.890/6 0.1 11/3/2015 9:28 AM 24/26 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 1120 1966/11/21 00:00:00 1966/11/21 01:00:00 2 0.038 95.97% 0.1 1121 1967/03/0409:00:00 1967/03/04 12:00:00 4 0.038 96.06% 0.1 1122 1969/06/17 06:00:00 1969/06/17 08:00:00 3 0.038 96.14% 0.1 1123 1972/06/20 18:00:00 1972/06/20 21:00:00 4 0.038 96.23% 0.1 1124 1975/03/31 11:00:00 1975/04/0104:00:00 18 0.038 96.32% 0.1 1125 2001/04/04 17:00:00 2001/04/04 18:00:00 1 2 0.038 96.40% 0.1 1126 1952/06/06 09:00:00 1952/06/06 11:00:00 3 0.035 96.49% 0.1 1127 1955/05/24 10:00:00 1955/05/2505:00:00 20 0.035 96.57% 0.1 1128 1962/03/16 23:00:00 1962/03/1702:00:00 4 0.035 96.66% 0.1 1129 1963/05/2801:00:00 1963/05/28 08:00:00 8 0.035 96.74% 0.1 1130 1964/12/23 16:00:00 1964/12/23 18:00:00 3 0.035 96.83% 0.1 1131 1967/07/26 19:00:00 1967/07/26 21:00:00 3 0.035 96.92% 0.1 1132 1968/07/0702:00:00 1968/07/0704:00:00 3 0.035 97.00% 0.1 1133 1969/06/10 10:00:00 1969/06/10 12:00:00 3 0.035 97.09% 0.1 1134 1970/01/14 19:00:00 1970/01/14 21:00:00 3 0.035 97.17% 0.1 1135 2000/01/16 16:00:00 2000/01/16 18:00:00 3 0.035 97.26% 0.1 1136 2001/02/1016:00:00 2001/02/1018:00:00 3 0.035 97.34% 0.1 1137 1951/09/30 05:00:00 1951/09/30 05:00:00 0.019 97.43% 0.1 1138 1951/10/01 06:00:00 1951/10/01 06:00:00 0.019 97.51% 0.1 1139 1951/10/13 06:00:00 1951/10/13 06:00:00 0.019 97.60% 0.1 1140 1955/05/07 11:00:00 1955/05/07 19:00:00 9 0.019 97.690/6 0.1 1141 1955/05/22 10:00:00 1955/05/22 13:00:00 4 0.019 97.77% 0.1 1142 1959/05/26 17:00:00 1959/05/26 17:00:00 1 0.019 97.86% 0.1 1143 1959/12/0809:00:00 1959/12/0812:00:00 4 0.019 97.94% 0.1 1144 1963/03/23 09:00:00 1963/03/23 11:00:00 3 0.019 98.03% 0.1 1145 1964/04/19 12:00:00 1964/04/19 12:00:00 1 0.019 98.11% 0.1 1146 1965/06/25 08:00:00 1965/06/25 09:00:00 2 0.019 98.20% 0.1 1147 1966/02/0200:00:00 1966/02/0206:00:00 7 0.019 98.29% 0.1 1148 1967/05/10 06:00:00 1967/05/10 07:00:00 2 0.019 98.370/6 0.1 1149 1967/09/18 20:00:00 1967/09/1821:00:00 2 0.019 98.460/6 0.1 1150 1968/02/1001:00:00 1968/02/1002:00:00 2 0.019 98.54% 0.1 1151 1968/03/17 02:00:00 1968/03/17 02:00:00 1 0.019 98.63% 0.1 1152 1968/05/21 06:00:00 1968/05/2109:00:00 4 0.019 98.71% 0.1 1153 1969/12/2204:00:00 1969/12/2204:00:00 1 0.019 98.80% 0.1 1154 1970/06/12 20:00:00 1970/06/12 22:00:00 3 0.019 98.89% 0.1 1155 1974/11/21 15:00:00 1974/11/21 19:00:00 5 0.019 98.97% 0.1 1156 1997/12/2117:00:00 1997/12/2217:00:00 25 0.019 99.06% 0.1 1157 1998/01/16 17:00:00 1998/01/16 17:00:00 1 0.019 99.14% 0.1 1158 1998/03/09 17:00:00 1998/03/09 17:00:00 1 0.019 99.23% 0.1 1159 1998/05/08 17:00:00 1998/05/08 17:00:00 1 0.019 99.31% 0.1 1160 2001/04/12 17:00:00 2001/04/12 17:00:00 1 0.019 99.40% 0.1 1161 2001/11/04 17:00:00 2001/11/0417:00:00 1 0.019 99.49% 0 1162 2001/12/2317:00:00 2001/12/2317:00:00 1 0.019 99.57% 0 1163 2002/01/03 17:00:00 2002/01/0317:00:00 1 0.019 99.66% 0 1164 2003/03/04 17:00:00 2003/03/04 17:00:00 1 0.019 99.741/6 0 1165 2003/04/17 17:00:00 2003/04/17 17:00:00 1 0.019 99.83% 0 1166 2003/04/23 17:00:00 2003/04/23 17:00:00 1 0.019 99.91% 0 11/3/2015 9:28 AM 25/26 Excel Engineering pea kFlowStatisticsPre.txt Rank I Start Date End Date Duration Peak Frequency I Return Period F-End of Data----------------- 11/3/2015 9:28 AM 26/26 Excel Engineering pea kFlowStatisticsPostMitigated.txt SWMM.out file name: Q:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-MIT-A.out WM.out time stamp: 11/2/2015 4:09:54 PM 010:4.836 Q5: 3.256 Q2: 2.475 Peak Flow Statistics Table Values Rank Start Date End Date Duration Peak Frequency Return Period 1 1995/01/03 09:00:00 1995/01/14 11:00:00 267 17.664 0.12% 58 2 1980/01/28 01:00:00 1980/02/01 07:00:00 103 7.893 0.25% 29 3 1978/02/27 08:00:00 1978/03/06 19:00:00 180 6.358 0.37% 19.3 4 1968/03/07 23:00:00 1968/03/10 10:00:00 60 6.045 0.49% 14.5 5 1969/02/18 09:00:00 1969/02/27 18:00:00 226 4.929 0.62% 11.6 6 2008/02/20 12:00:00 2008/02/25 23:00:00 132 4.819 0.74% 9.7 7 2003/02/25 06:00:00 2003/03/01 04:00:00 95 4.253 0.86% 8.3 8 2004/10/27 03:00:00 2004/10/30 00:00:00 70 4.089 0.980/o 7.3 9 1965/11/22 06:00:00 1965/11/2607:00:00 98 3.954 1.11% 6.4 10 1958/02/03 05:00:00 1958/02/06 13:00:00 81 3.663 1.23% 5.8 11 1986/02/1310:00:00 1986/02/1801:00:00 112 3.264 1.35% 5.3 12 1982/03/1415:00:00 1982/03/20 11:00:00 141 3.251 1.48% 4.8 13 1952/01/13 05:00:00 1952/01/20 04:00:00 168 3.231 1.60% 4.5 14 1980/02/1314:00:00 1980/02/23 04:00:00 231 3.224 1.72% 4.1 15 2005/02/1806:00:00 2005/02/2513:00:00 176 3.166 1.85% 3.9 16 1979/01/05 08:00:00 1979/01/08 08:00:00 73 3.119 1.97% 3.6 17 1978/02/05 12:00:00 1978/02/1521:00:00 250 3.066 2.09% 3.4 18 1998/02/14 07:00:00 1998/02/2611:00:00 293 2.939 2.21% 3.2 19 1980/03/02 21:00:00 1980/03/08 10:00:00 134 2.859 2.34% 3.1 20 1998/02/03 07:00:00 1998/02/10 19:00:00 181 2.807 2.46% 2.9 21 1977/08/16 18:00:00 1977/08/19 21:00:00 76 2.734 2.58% 2.8 22 1991/12/2804:00:00 1992/01/01 01:00:00 94 2.733 2.71% 2.6 23 1962/01/20 14:00:00 1962/01/23 22:00:00 81 2.682 2.83% 2.5 24 1966/12/03 07:00:00 1966/12/08 20:00:00 134 2.588 2.95% 2.4 25 1978/01/14 17:00:00 1978/01/20 22:00:00 150 2.587 3.08% 2.3 26 1996/11/21 16:00:00 1996/11/24 02:00:00 59 2.564 3.20% 2.2 27 1993/01/12 21:00:00 1993/01/20 12:00:00 184 2.557 3.32% 2.1 28 1958/03/31 02:00:00 1958/04/09 12:00:00 227 2.477 3.44% 2.1 29 2004/10/17 08:00:00 2004/10/22 14:00:00 127 2.475 3.57% 2 30 2000/10/29 23:00:00 2000/11/0106:00:00 56 2.301 3.69% 1.9 31 1954/02/13 17:00:00 1954/02/1600:00:00 56 2.275 3.81% 1.9 32 1991/02/27 19:00:00 1991/03/03 08:00:00 86 2.274 3.94% 1.8 33 1978/01/03 20:00:00 1978/01/07 22:00:00 99 2.247 4.06% 1.8 34 1995/03/11 02:00:00 1995/03/13 22:00:00 69 2.225 4.180/6 1.7 35 2003/04/14 06:00:00 2003/04/1700:00:00 67 2.202 4.31% 1.7 36 1 2005/01/07 09:00:00 2005/01/13 04:00:00 140 1 2.155 1 4.43% 1.6 37 1952/11/1416:00:00 1952/11/18 04:00:00 85 1 2.151 4.551/6 1.6 38 1970/12/1701:00:00 1 1970/12/2307:00:00 1 151 1 2.136 4.67% 11.5 11/3/2015 9:28 AM 1/18 stMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 39 1980/01/09 04:00:00 1980/01/14 19:00:00 136 2.056 4.80% 1.5 40 2007/11/30 09:00:00 2007/12/02 22:00:00 62 2.051 4.92% 1.5 41 2004/02/21 20:00:00 2004/02/28 07:00:00 156 1.992 5.04% 1.4 42 1971/12/22 08:00:00 1971/12/29 23:00:00 184 1.973 5.17% 1.4 43 1995/03/03 13:00:00 1995/03/08 02:00:00 110 1.934 5.29% 1.3 44 1979/01/14 21:00:00 1979/01/20 04:00:00 128 1.924 5.41% 1.3 45 1961/12/01 21:00:00 1961/12/04 16:00:00 68 1.913 5.540/6 1.3 46 1993/02/07 22:00:00 1993/02/10 18:00:00 69 1.872 5.660/6 1.3 47 1983/12/24 11:00:00 1983/12/2816:00:00 102 1.87 5.780/6 1.2 48 2003/02/11 11:00:00 2003/02/1510:00:00 96 1.863 5.90% 1.2 49 1960/04/27 06:00:00 1960/04/2908:00:00 51 1.829 6.03% 1.2 50 1983/02/24 02:00:00 1983/03/07 21:00:00 284 1.828 6.15% 1.2 51 2008/01/05 05:00:00 2008/01/09 00:00:00 92 1.818 6.270/6 1.1 52 1992/02/1214:00:00 1992/02/17 21:00:00 128 1.791 6.40% 1.1 53 1963/09/17 07:00:00 1963/09/20 18:00:00 84 1.717 6.52% 1.1 54 1987/10/11 13:00:00 1987/10/14 18:00:00 78 1.714 6.64% 1.1 55 1985/11/29 07:00:00 1985/12/0111:00:00 - 53 1.702 6.770/9 1.1 56 1960/02/01 22:00:00 1960/02/0323:00:00 50 1.694 6.89% 1 57 1994/02/0323:00:00 1994/02/0918:00:00 140 1.679 7.01% 1 58 1958/02/1910:00:00 1958/02/2113:00:00 52 1.674 7.13% 1 59 1965/11/1416:00:00 1965/11/1915:00:00 120 1.655 7.260/6 1 60 1983/01/2217:00:00 1983/01/3104:00:00 204 1.647 7.38% 1 61 1985/11/1107:00:00 1985/11/14 06:00:00 72 1.644 7.50% 1 62 1967/01/2218:00:00 1967/01/2614:00:00 93 1.638 7.63% 0.9 63 1988/12/1511:00:00 1988/12/2621:00:00 275 1.634 7.750/6 0.9 64 1972/01/1621:00:00 1972/01/2022:00:00 98 1.565 7.87% 0.9 65 1997/01/1216:00:00 1997/01/1715:00:00 120 1.524 8.00% 0.9 66 1986/11/1719:00:00 1986/11/2005:00:00 59 1.513 8.12% 0.9 67 2008/01/2701:00:00 2008/01/30 00 :00:00 72 1.509 8.240/6 0.9 68 2001/02/1312:00:00 2001/02/1621:00:00 82 1.507 8.360/6 0.9 69 1956/04/1221:00:00 1956/04/1514:00:00 66 1.504 8.49% 0.8 70 1987/12/1614:00:00 1987/12/2014:00:00 97 1.497 8.61% 0.8 71 1963/11/2004:00:00 1963/11/23 04:00:00 73 1.489 8.73% 0.8 72 1975/04/0600:00:00 1975/04/1104:00:00 125 1.477 8.86% 0.8 73 1967/03/1311:00:00 1967/03/1519:00:00 57 1.457 8.98% 0.8 74 1967/12/1817:00:00 1967/12/2113:00:00 69 1.436 9.10% 0.8 75 1965/12/0909:00:00 1965/12/1806:00:00 214 1.434 9.23% 0.8 76 1969/01/2410:00:00 1969/01/29 21:00:00 132 1.43 9.35% 0.8 77 1969/02/0609:00:00 1969/02/0815:00:00 55 1.42 9.47% 0.8 78 1963/03/17 00 :00:00 1963/03/1905:00:00 54 1.387 9.59% 0.7 79 1952/03/0709:00:00 1952/03/1417:00:00 177 1.356 9.72% 0.7 80 2002/11/0810:00:00 2002/11/1100:00:00 63 1.331 9.84% 0.7 81 2004/12/2809:00:00 2005/01/0608:00:00 216 1.32 9.96% 0.7 82 1958/03/1517:00:00 1958/03/18 09:00:00 65 1.299 10.09% 0.7 83 1957/01/1305:00:00 1957/01/15 05:00:00 49 1.289 10.21% 0.7 84 1951/12/2821 :00:00 1952/01/0112:00:00 88 1.273 10.33% 0.7 85 1960/01/1012:00:00 1960/01/16 23:00:00 156 1.269 10.46% 0.7 11/3/2015 9:28 AM 2/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 86 1963/02/09 18:00:00 1963/02/13 00:00:00 79 1.252 10.580/6 0.7 87 1991/03/25 05:00:00 1991/03/29 03:00:00 95 1.243 10.70% 0.7 88 1978/09/05 18:00:00 1978/09/08 05:00:00 60 1.225 10.82% 0.7 89 1962/02/0722:00:00 1962/02/1214:00:00 113 1.213 10.950/6 0.7 90 1952/03/1521:00:00 1952/03/1910:00:00 86 1.199 11.070/6 0.6 91 1958/03/20 20:00:00 1958/03/24 05:00:00 82 1.187 11.190/0 0.6 92 1954/11/11 01:00:00 1954/11/13 11:00:00 59 1.184 11.32% 0.6 93 1992/12/07 10:00:00 1992/12/09 16:00:00 55 1.179 11.44% 0.6 94 1993/02/18 13:00:00 1993/02/22 06:00:00 90 1.169 11.56% 0.6 95 1986/03/08 18:00:00 1986/03/18 16:00:00 239 1.16 11.690/0 0.6 96 1994/03/24 23:00:00 1994/03/27 07:00:00 57 1.147 11.81% 0.6 97 1988/11/24 02:00:00 1988/11/27 08:00:00 79 1.145 11.93% 0.6 98 1985/11/24 17:00:00 1985/11/27 07:00:00 63 1.143 12.05% 0.6 99 1970/11/28 22:00:00 1970/12/02 21:00:00 96 1.141 12.18% 0.6 100 1990/02/1711:00:00 1990/02/2008:00:00 70 1.141 12.30% 0.6 101 1981/11/26 23:00:00 1981/11/30 23:00:00 97 1.123 12.42% 0.6 102 1974/03/0801:00:00 1974/03/10 09:00:00 57 1.112 12.550/6 0.6 103 1954/01/18 21:00:00 1954/01/21 23:00:00 75 1.104 12.67% 0.6 104 1957/05/10 12:00:00 1957/05/13 03:00:00 64 1.081 12.79% 0.6 105 1956/01/25 18:00:00 1956/01/29 03:00:00 82 1.073 12.92% 0.6 106 1986/09/2402:00:00 1986/09/27 02:00:00 73 1.069 13.04% 0.5 107 2005/02/11 04:00:00 2005/02/14 15:00:00 84 1.068 13.16% 0.5 108 1952/11/3002:00:00 1952/12/03 18:00:00 89 1.055 13.28% 0.5 109 2005/04/28 09:00:00 2005/04/30 00:00:00 40 1.051 13.41% 0.5 110 1967/11/1908:00:00 1967/11/23 08:00:00 97 1.049 13.53% 0.5 111 1976/12/30 16:00:00 1977/01/0903:00:00 228 1.02 13.65% 0.5 112 1965/04/0706:00:00 1965/04/11 13:00:00 104 1.016 13.780/o 0.5 113 1957/01/26 07:00:00 1957/01/31 14:00:00 128 1.005 13.90% 0.5 114 1982/12/2211:00:00 1982/12/24 20:00:00 58 1 14.02% 0.5 115 1977/05/08 00:00:00 1977/05/11 05:00:00 78 0.998 14.15% 0.5 116 1970/02/28 14:00:00 1970/03/03 23:00:00 82 0.977 14.270/6 0.5 117 2003/03/15 10:00:00 2003/03/18 14:00:00 77 0.967 14.39% 0.5 118 2007/01/30 15:00:00 2007/02/0111:00:00 45 0.945 14.51% 0.5 119 1992/01/03 11:00:00 1992/01/1000:00:00 158 0.924 14.640/9 0.5 120 1982/12/0723:00:00 1982/12/0922:00:00 48 0.914 14.760/a 0.5 121 1988/04/14 20:00:00 1988/04/1621:00:00 50 0.911 14.880/a 0.5 122 1981/03/18 19:00:00 1981/03/21 21:00:00 75 0.888 15.01% 0.5 123 1988/04/20 02:00:00 1988/04/24 13:00:00 108 0.846 15.13% 0.5 124 1992/03/20 20:00:00 1992/03/25 04:00:00 105 0.845 15.250/a 0.5 125 1993/01/06 03:00:00 1993/01/1113:00:00 131 0.844 15.380/6 0.5 126 1994/03/06 14:00:00 1994/03/09 05:00:00 64 0.815 15.50% 0.5 127 1959/02/1110:00:00 1959/02/13 19:00:00 58 0.812 15.62% 0.5 128 1988/02/0203:00:00 1988/02/04 14:00:00 60 0.804 15.740/o 0.5 129 1976/09/10 02:00:00 1976/09/13 01:00:00 72 0.787 15.870/6 0.4 130 1981/02/08 19:00:00 1981/02/11 04:00:00 58 0.786 15.990/6 0.4 131 1985/12/1104:00:00 1985/12/13 07:00:00 52 0.782 16.11% 10.4 132 1988/01/17 06:00:00 1988/01/19 18:00:00 61 0.77 16.240/9 10.4 11/3/2015 9:28 AM 3/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 133 2006/10/14 02:00:00 2006/10/15 17:00:00 40 0.762 16.36% 0.4 134 1966/11/07 15:00:00 1966/11/09 18:00:00 52 0.757 16.48% 0.4 135 1983/11/24 22:00:00 1983/11/26 23:00:00 50 0.753 16.61% 0.4 136 1976/07/22 12:00:00 1976/07/24 10:00:00 47 0.751 16.73% 0.4 137 1994/03/19 03:00:00 1994/03/2201:00:00 71 0.75 16.850/a 0.4 138 1984/12/26 16:00:00 1984/12/29 18:00:00 75 0.749 16.970/o 0.4 139 1996/12/09 17:00:00 1996/12/13 17:00:00 97 0.749 17.10% 0.4 140 1978/01/09 17:00:00 1978/01/12 20:00:00 76 0.736 17.22% 0.4 141 1960/02/28 20:00:00 1960/03/03 01:00:00 78 0.73 17.34% 0.4 142 1974/12/04 07:00:00 1974/12/06 08:00:00 50 0.708 17.47% 0.4 143 1992/02/0609:00:00 1992/02/11 06:00:00 118 0.699 17.59% 0.4 144 1976/07/08 12:00:00 1976/07/10 11:00:00 48 0.688 17.71% 0.4 145 1976/07/15 14:00:00 1976/07/17 13:00:00 48 0.681 17.84% 0.4 146 1977/12/25 19:00:00 1977/12/3119:00:00 145 0.679 17.96% 0.4 147 1997/01/22 04:00:00 1997/01/28 05:00:00 146 0.674 18.08% 0.4 148 1983/09/29 12:00:00 1983/10/03 05:00:00 90 0.672 18.20% 0.4 149 1978/12/1700:00:00 1978/12/21 03:00:00 100 0.669 18.33% 0.4 150 1976/03/01 16:00:00 1976/03/04 07:00:00 64 0.657 18.45% 0.4 151 1973/11/23 00:00:00 1973/11/24 21:00:00 46 0.65 18.57% 0.4 152 1979/11/0719:00:00 1979/11/09 16:00:00 46 0.637 18.70% 0.4 153 1965/03/31 15:00:00 1965/04/06 03:00:00 133 0.635 18.82% 0.4 154 1975/03/0809:00:00 1975/03/13 03:00:00 115 0.635 18.94% 0.4 155 2006/02/2721:00:00 2006/03/02 07:00:00 59 0.628 19.07% 0.4 156 2001/01/26 14:00:00 2001/01/29 00:00:00 59 0.624 19.190/0 0.4 157 1977/03/2500:00:00 1977/03/27 05:00:00 54 0.62 19.31% 0.4 158 1982/02/08 15:00:00 1982/02/12 17:00:00 99 0.615 19.43% 0.4 159 1992/03/0208:00:00 1992/03/04 17:00:00 58 0.615 19.56% 0.4 160 1967/04/11 08:00:00 1967/04/13 10:00:00 51 0.607 19.680/o 0.4 161 1978/03/30 13:00:00 1978/04/03 14:00:00 98 0.588 19.80% 0.4 162 1983/11/11 20:00:00 1983/11/14 21:00:00 74 0.585 19.93% 0.4 163 1976/02/0406:00:00 1976/02/12 07:00:00 194 0.584 20.05% 0.4 164 1991/03/19 01:00:00 1991/03/23 07:00:00 103 0.584 20.17% 0.4 165 1968/12/25 19:00:00 1968/12/2722:00:00 52 0.571 20.30% 0.4 166 1959/02/21 10:00:00 1959/02/23 18:00:00 57 0.564 20.42% 0.3 167 2006/04/0419:00:00 2006/04/07 01:00:00 55 0.564 20.54% 0.3 168 1985/02/0907:00:00 1985/02/1110:00:00 52 0.554 20.66% 0.3 169 1983/04/1804:00:00 1983/04/22 20:00:00 113 0.55 20.79% 0.3 170 2001/01/10 22:00:00 2001/01/14 04:00:00 79 0.546 20.91% 0.3 171 1959/12/24 10:00:00 1959/12/26 13:00:00 52 0.545 21.03% 0.3 172 1983/03/17 04:00:00 1983/03/26 12:00:00 225 0.536 21.16% 0.3 173 1990/04/0409:00:00 1990/04/06 09:00:00 49 0.535 21.28% 0.3 174 1994/02/1711:00:00 1994/02/2113:00:00 99 0.525 21.40% 0.3 175 - 1981/02/2522:00:00 1981/03/07 11:00:00 230 0.516 21.53% 0.3 176 1981/12/30 08:00:00 1982/01/03 23:00:00 112 0.501 21.65% 0.3 177 1966/02/0613:00:00 1966/02/09 19:00:00 79 0.498 21.77% 0.3 178 1979/03/1705:00:00 1979/03/22 11:00:00 127 0.498 21.89% 0.3 179 1965/02/0601:00:00 1965/02/08 20:00:00 68 0.491 22.02% 0.3 11/3/2015 9:28 AM 4/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 180 1958/01/25 05:00:00 1958/01/28 05:00:00 73 0.486 22.14% 0.3 - 181 1973/03/20 09:00:00 1973/03/22 11:00:00 51 0.482 22.26% 0.3 182 1964/11/17 15:00:00 1964/11/19 16:00:00 50 0.481 22.39% 0.3 183 1957/02/28 20:00:00 1957/03/03 08:00:00 61 0.48 22.51% 0.3 184 1995/04/1609:00:00 1995/04/20 14:00:00 102 0.477 22.63% 0.3 185 1999/01/25 07:00:00 1999/01/28 15:00:00 81 0.474 22.76% 0.3 186 1996/10/30 14:00:00 1996/11/01 15:00:00 50 0.471 22.88% 0.3 187 1972/11/14 15:00:00 1972/11/1908:00:00 114 0.459 23.00% 0.3 188 2001/02/23 12:00:00 2001/03/01 21:00:00 154 0.459 23.12% 0.3 189 1970/02/10 05:00:00 1970/02/13 01:00:00 69 0.457 23.25% 0.3 190 1971/04/14 11:00:00 1971/04/16 07:00:00 45 0.449 23.37% 0.3 191 1982/01/2005:00:00 1982/01/2309:00:00 77 0.447 23.49% 0.3 192 1989/03/25 12:00:00 1989/03/27 21:00:00 58 0.445 23.62% 0.3 193 1998/11/08 09:00:00 1998/11/10 07:00:00 47 0.444 23.74% 0.3 194 1993/03/26 00:00:00 1993/03/29 19:00:00 92 0.443 23.86% 0.3 195 1988/11/14 07:00:00 1988/11/1604:00:00 46 0.437 23.99% 0.3 196 2007/04/20 16:00:00 2007/04/23 20:00:00 77 0.437 24.11% 0.3 197 1979/03/27 06:00:00 1979/03/30 07:00:00 74 0.433 24.23% 0.3 198 2002/12/20 07:00:00 2002/12/23 08:00:00 74 0.429 24.35% 0.3 199 1951/12/1200:00:00 1951/12/1403:00:00 52 0.428 24.48% 0.3 200 1982/04/0110:00:00 1982/04/0311:00:00 50 0.427 24.60% 0.3 201 1961/01/26 10:00:00 1961/01/28 12:00:00 51 0.425 24.72% 0.3 202 1982/11/0917:00:00 1982/11/12 09:00:00 65 0.425 24.85% 0.3 203 1954/03/16 23:00:00 1954103/18 19:00:00 45 0.422 24.97% 0.3 204 1951/08/28 10:00:00 1951/08/30 10:00:00 49 0.418 25.09% 0.3 205 1974/01/07 16:00:00 1974/01/10 02:00:00 59 0.418 25.22% 0.3 206 1955/01/16 10:00:00 1955/01/20 17:00:00 104 0.415 25.34% 0.3 207 1978/03/09 17:00:00 1978/03/1408:00:00 112 0.415 25.46% 0.3 208 1993/06/05 14:00:00 1993/06/0708:00:00 43 0.413 25.58% 0.3 209 1960/09/11 05:00:00 1960/09/13 04:00:00 48 0.411 25.71% 0.3 210 1992/12/2721:00:00 1992/12/30 19:00:00 71 0.409 25.83% 0.3 211 1954/03/20 12:00:00 1954/03/26 17:00:00 150 0.408 25.95% 0.3 212 1983/04/2908:00:00 1983/05/03 03:00:00 92 0.408 26.08% 0.3 213 1984/11/2308:00:00 1984/11/2617:00:00 82 0.408 26.20% 0.3 214 1973/02/11 08:00:00 1973/02/1700:00:00 137 0.407 26.32% 0.3 215 1990/01/1701:00:00 1990/01/19 11:00:00 59 0.407 26.45% 0.3 216 1962/03/18 19:00:00 1962/03/21 02:00:00 56 0.406 26.57% 0.3 217 1958/02/2509:00:00 1958/02/2705:00:00 45 0.405 26.69% 0.3 218 1970/03/0500:00:00 1970/03/0620:00:00 45 0.402 26.81% 0.3 219 1979/03/01 10:00:00 1979/03/03 12:00:00 51 0.402 26.94% 0.3 220 1957/04/20 17:00:00 1957/04/23 10:00:00 66 0.4 27.06% 0.3 221 1974/10/28 12:00:00 1974/10/31 07:00:00 68 0.4 27.18% 0.3 222 1952/12/20 12:00:00 1952/12/2208:00:00 45 0.399 27.31% 0.3 223 1993/01/31 00:00:00 1993/02/0116:00:00 41 0.399 27.43% 0.3 224 1959/04/26 07:00:00 1959/04/28 03:00:00 45 0.398 27.55% 0.3 225 1983/12/03 17:00:00 1983/12/05 15:00:00 47 0.398 27.68% 0.3 226 1984/12/1605:00:00 1 1984/12/2200:00:00 140 0.398 27.80% 0.3 11/3/2015 9:28 AM 5/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 227 - 1971/02/17 00:00:00 1971/02/19 07:00:00 56 0.397 27.92% 0.3 228 1999/04/11 22:00:00 1999/04/13 23:00:00 50 0.395 28.040/6 0.3 229 1959/02/16 04:00:00 1959/02/18 17:00:00 62 0.394 28.170/6 0.3 230 1958/03/06 11:00:00 1958/03/08 16:00:00 54 0.39 28.29% 0.3 231 1976/08/30 12:00:00 1976/09/01 07:00:00 44 0.389 28.41% 0.3 232 2002/12/16 13:00:00 2002/12/18 17:00:00 53 0.387 28.540/6 0.3 233 1964/12/27 09:00:00 1964/12/29 21:00:00 61 0.386 28.66% 0.2 234 1986/04/06 03:00:00 1986/04/08 06:00:00 52 0.386 28.78% 0.2 235 1955/04/30 22:00:00 1955/05/03 06:00:00 57 0.385 28.91% 0.2 236 1979/10/20 04:00:00 1979/10/22 11:00:00 56 0.385 29.03% 0.2 237 1987/01/06 21:00:00 1987/01/09 02:00:00 54 0.385 29.15% 0.2 238 1964/01/21 08:00:00 1964/01/24 04:00:00 69 0.384 29.27% 0.2 239 1987/12/0422:00:00 1987/12/06 15:00:00 42 0.384 29.40% 0.2 240 1986/10/09 22:00:00 1986/10/12 06:00:00 57 0.383 29.52% 0.2 241 1982/01/05 07:00:00 1982/01/07 12:00:00 54 0.382 29.64% 0.2 242 1984/12/08 00:00:00 1984/12/09 20:00:00 45 0.381 29.77% 0.2 243 1991/01/09 15:00:00 1991/01/11 06:00:00 40 0.381 29.890/6 0.2 244 2001/04/07 15:00:00 2001/04/11 13:00:00 95 0.381 30.01% 0.2 245 1967/11/30 17:00:00 1967/12/0207:00:00 39 0.376 30.140/6 0.2 246 1993/11/30 05:00:00 1993/12/0119:00:00 39 0.376 30.260/6 0.2 247 1957/12/05 05:00:00 1957/12/07 06:00:00 50 0.375 30.38% 0.2 248 1997/12/06 13:00:00 1997/12/09 00:00:00 60 0.375 30.50% 0.2 249 1959/12/21 02:00:00 1959/12/23 03:00:00 50 0.373 30.63% 0.2 250 1981/01/28 07:00:00 1981/02/01 01:00:00 91 0.373 30.75% 0.2 251 2001/12/09 10:00:00 2001/12/1114:00:00 53 0.373 30.87% 0.2 252 1969/03/21 14:00:00 1969/03/23 15:00:00 50 0.371 31-00% 0.2 253 1973/03/04 06:00:00 1973/03/14 01:00:00 236 0.37 31.12% 0.2 254 1980/03/26 00:00:00 1980/03/27 17:00:00 42 0.37 31.24% 0.2 255 1986/02/08 00:00:00 1986/02/10 08:00:00 57 0.369 31.37% 0.2 256 2003/12/25 01:00:00 2003/12/27 14:00:00 62 0.365 31.49% 0.2 257 1957/10/13 23:00:00 1957/10/16 00:00:00 50 0.364 31.61% 0.2 258 2000/03/04 20:00:00 2000/03/09 10:00:00 111 0.363 31.73% 0.2 259 1999/03/25 16:00:00 1999/03/27 10:00:00 43 0.362 31.86% 0.2 260 1972/12/0416:00:00 1972/12/0911:00:00 116 0.361 31.980/6 0.2 261 1965/12/2920:00:00 1966/01/01 20:00:00 73 0.36 32.10% 0.2 262 1963/11/15 18:00:00 1963/11/17 11:00:00 42 0.357 32.23% 0.2 263 1960/11/26 19:00:00 1960/11/28 11:00:00 41 0.354 32.35% 0.2 264 1990/05/28 08:00:00 1990/05/30 05:00:00 46 0.353 32.47% 0.2 265 1994/01/25 01:00:00 1994/01/28 16:00:00 88 0.353 32.60% 0.2 266 1955/02/26 13:00:00 1955/03/01 13:00:00 73 0.351 32.72% 0.2 267 1957/01/05 10:00:00 1957/01/11 07:00:00 142 0.351 32.84% 0.2 268 1980/10/16 05:00:00 1980/10/17 22:00:00 42 0.351 32.96% 0.2 269 2004/12/04 16:00:00 2004/12/0901:00:00 106 0.351 33.09% 0.2 270 1986/12/0608:00:00 1986/12/08 19:00:00 60 0.348 33.21% 0.2 271 2004/04/01 22:00:00 2004/04/03 15:00:00 42 0.348 33.33% 0.2 272 2006/03/10 18:00:00 2006/03/13 06:00:00 61 0.348 33.460/6 0.2 273 1952/12/30 20:00:00 1953/01/01 18:00:00 47 0.347 33.58% 10.2 11/3/2015 9:28 AM 6/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 274 1959/12/10 01:00:00 1959/12/11 20:00:00 44 0.346 33.70% 0.2 - 275 1979/01/30 20:00:00 1979/02/04 01:00:00 102 0.345 33.83% 0.2 276 2006/05/22 06:00:00 2006/05/23 22:00:00 41 0.345 33.95% 0.2 277 1969/11/06 20:00:00 1969/11/11 09:00:00 110 0.344 34.07% 0.2 278 1982/11/29 13:00:00 1982/12/02 06:00:00 66 0.344 34.19% 0.2 279 1984/10/17 07:00:00 1984/10/18 23:00:00 41 0.344 34.32% 0.2 280 2001/11/24 13:00:00 2001/11/26 12:00:00 48 0.344 34.44% 0.2 281 2000/02/20 08:00:00 2000/02/25 00:00:00 113 0.343 34.56% 0.2 282 1955/02/1622:00:00 1955/02/1901:00:00 52 0.341 34.69% 0.2 283 1995/02/1401:00:00 1995/02/1609:00:00 57 0.341 34.81% 0.2 284 1957/03/16 10:00:00 1957/03/18 03:00:00 42 0.34 34.93% 0.2 285 1980/12/04 13:00:00 1980/12/09 03:00:00 111 0.339 35.060/6 0.2 286 1955/01/10 06:00:00 1955/01/12 04:00:00 47 0.336 35.180/6 0.2 287 1979/02/21 03:00:00 1979/02/24 07:00:00 77 0.336 35.30% 0.2 288 1987/02/23 17:00:00 1987/02/27 01:00:00 81 0.335 35.42% 0.2 289 1952/04/10 12:00:00 1952/04/12 12:00:00 49 0.332 35.550/6 0.2 290 1962/02/1911:00:00 1962/02/2221:00:00 83 0.331 35.670/o 0.2 291 1980/04/21 05:00:00 1980/04/24 19:00:00 87 0.329 35.790/9 0.2 292 1986/01/30 05:00:00 1986/02/02 05:00:00 73 0.329 35.92% 0.2 293 1987/04/04 08:00:00 1987/04/06 07:00:00 48 0.326 36.04% 0.2 294 1999/02/04 11:00:00 1999/02/07 14:00:00 76 0.322 36.16% 0.2 295 1952/02/2921:00:00 1952/03/03 02:00:00 54 0.32 36.29% 0.2 296 1980/03/10 17:00:00 1980/03/12 06:00:00 38 0.318 36.41% 0.2 297 2007/12/07 07:00:00 2007/12/10 01:00:00 67 0.318 36.53% 0.2 298 2006/03/28 22:00:00 2006/03/30 19:00:00 46 0.313 36.65% 0.2 299 2000/04/17 20:00:00 2000/04/19 19:00:00 48 0.312 36.78% 0.2 300 2007/08/26 12:00:00 2007/08/28 02:00:00 39 0.312 36.90% 0.2 301 1954/12/1000:00:00 1954/12/1118:00:00 43 0.311 37.02% 0.2 302 1974/12/2809:00:00 1974/12/31 00:00:00 64 0.311 37.15% 0.2 303 1961/11/20 18:00:00 1961/11/22 06:00:00 37 0.309 37.27% 0.2 304 1962/02/1521:00:00 1962/02/1802:00:00 54 0.308 37.39% 0.2 305 1979/02/14 06:00:00 1979/02/15 18:00:00 37 0.308 37.52% 0.2 306 1963/04/1707:00:00 1963/04/18 22:00:00 40 0.305 37.64% 0.2 307 2000/10/26 11:00:00 2000/10/28 22:00:00 60 0.305 37.76% 0.2 308 1951/11/22 23:00:00 1951/11/24 19:00:00 45 0.303 37.88% 0.2 309 1972/11/11 06:00:00 1972/11/1222:00:00 41 0.302 38.01% 0.2 310 1961/11/2504:00:00 1961/11/2708:00:00 53 0.301 38.13% 0.2 311 1974/03/02 11:00:00 1974/03/04 05:00:00 43 0.301 38.250/6 0.2 312 2006/02/18 06:00:00 2006/02/20 22:00:00 65 0.301 38.38% 0.2 313 1975/02/03 10:00:00 1975/02/05 19:00:00 58 0.3 38.50% 0.2 314 2004/02/03 00:00:00 2004/02/0502:00:00 51 0.3 38.62% 0.2 315 1998/05/12 16:00:00 1998/05/14 09:00:00 42 0.299 38.75% 0.2 316 1968/02/1306:00:00 1968/02/1420:00:00 39 0.297 38.87% 0.2 317 1960/11/03 21:00:00 1960/11/08 00:00:00 100 0.295 38.990/6 0.2 318 1985/12/0213:00:00 1985/12/0413:00:00 49 0.295 39.11% 0.2 319 2006/12/1001:00:00 2006/12/11 20:00:00 44 0.295 39.240/6 0.2 320 1953/03/01 04:00:00 1953/03/03 12:00:00 57 0.294 39.360/6 0.2 11/3/2015 9:28 AM 7/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 321 1980/01/17 21:00:00 1980/01/20 12:00:00 64 0.293 39.480/6 0.2 322 1993/02/23 19:00:00 1993/02/25 13:00:00 43 0.292 39.61% 0.2 323 1995/03/21 13:00:00 1995/03/25 01:00:00 85 0.292 39.73% 0.2 324 1996/12/27 18:00:00 1996/12/29 17:00:00 48 0.291 39.85% 0.2 325 1996/02/20 09:00:00 1996/02/23 09:00:00 73 0.29 39.980/6 0.2 326 1958/09/24 00:00:00 1958/09/25 18:00:00 43 1 0.289 40.10% 0.2 327 1966/01/30 08:00:00 1966/02/01 10:00:00 51 1 0.287 40.22% 0.2 328 1983/02/02 17:00:00 1983/02/04 16:00:00 48 0.285 40.34% 0.2 329 1977/12/1802:00:00 1977/12/19 17:00:00 40 0.284 40.47% 0.2 330 1982/09/26 05:00:00 1982/09/28 04:00:00 48 0.284 40.59% 0.2 331 1998/01/29 17:00:00 1998/01/31 07:00:00 39 0.284 40.71% 0.2 332 1990/04/16 23:00:00 1990/04/19 00:00:00 50 0.283 40.84% 0.2 333 1952/01/2506:00:00 1952/01/2621:00:00 40 0.282 40.96% 0.2 334 1973/11/17 06:00:00 1973/11/20 08:00:00 75 0.282 41.08% 0.2 335 1973/02/28 03:00:00 1973/03/01 18:00:00 40 0.281 41.21% 0.2 336 2007/12/19 00:00:00 2007/12/20 22:00:00 47 0.28 41.33% 0.2 337 1955/04/22 06:00:00 1955/04/23 19:00:00 38 0.279 41.450/6 0.2 338 1967/04/18 22:00:00 1967/04/23 09:00:00 108 0.279 41.570/o 0.2 339 1995/01/24 01:00:00 1995/01/27 21:00:00 93 0.279 41.70% 0.2 340 1996/03/12 19:00:00 1996/03/14 22:00:00 52 0.278 41.82% 0.2 341 1954/03/30 05:00:00 1954/03/31 16:00:00 36 0.277 41.940/6 0.2 342 1963/09/04 10:00:00 1963/09/05 22:00:00 37 0.277 42.07% 0.2 343 1968/04/01 21:00:00 1968/04/03 08:00:00 36 0.277 42.19% 0.2 344 1962/03/06 09:00:00 1962/03/08 10:00:00 50 0.276 42.31% 0.2 345 1983/04/12 09:00:00 1983/04/14 17:00:00 57 0.275 42.44% 0.2 346 1957/06/10 05:00:00 1957/06/11 14:00:00 34 0.274 42.560/6 0.2 347 1996/02/25 11:00:00 1996/02/29 07:00:00 93 0.273 42.680/6 0.2 348 1964/03/23 01:00:00 1964/03/25 07:00:00 55 0.271 42.80% 0.2 349 1975/02/0908:00:00 1975/02/11 11:00:00 52 0.271 42.93% 0.2 350 2008/02/03 09:00:00 2008/02/0504:00:00 44 0.27 43.05% 0.2 351 1952/11/23 01:00:00 1952/11/24 17:00:00 41 0.268 43.17% 0.2 352 1957/10/31 02:00:00 1957/11/01 11:00:00 34 0.268 43.30% 0.2 353 1965/03/12 17:00:00 1965/03/1501:00:00 57 0.268 43.42% 0.2 354 1975/11/27 19:00:00 1975/11/30 04:00:00 58 0.268 43.54% 0.2 355 1990/06/09 16:00:00 1990/06/1200:00:00 57 0.268 43.67% 0.2 356 1967/03/31 13:00:00 1967/04/01 21:00:00 33 0.266 43.790/6 0.2 357 1978/11/21 19:00:00 1978/11/23 09:00:00 39 0.265 43.91% 0.2 358 1982/12/2921:00:00 1982/12/31 05:00:00 33 0.265 44.03% 0.2 359 1953/11/14 18:00:00 1953/11/16 16:00:00 47 0.264 44.16% 0.2 360 1955/11/14 08:00:00 1955/11/15 18:00:00 35 0.264 44.280/6 0.2 361 1998/03/25 17:00:00 1998/04/02 23:00:00 199 0.264 44.40% 0.2 362 2005/03/22 22:00:00 2005/03/24 07:00:00 34 0.264 44.53% 0.2 363 1983/11/20 10:00:00 1983/11/22 02:00:00 41 0.262 44.65% 0.2 364 1965/01/24 08:00:00 1965/01/25 17:00:00 34 0.261 44.77% 0.2 365 2005/10/16 20:00:00 2005/10/19 18:00:00 71 0.261 44.90% 0.2 366 1953/04/27 22:00:00 1953/04/30 10:00:00 61 0.26 45.02% 0.2 367 1959/02/08 05:00:00 1959/02/10 08:00:00 52 0.26 45.140/6 0.2 11/3/2015 9:28 AM 8/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank I Start Date End Date Duration Peak Frequency Return Period 368 1963/04/26 03:00:00 1963/04/27 13:00:00 35 0.26 45.26% 0.2 369 1966/10/10 15:00:00 1966/10/11 22:00:00 32 0.26 45.39% 0.2 370 1982/03/25 23:00:00 1982/03/27 14:00:00 40 0.26 45.51% 0.2 371 2000/02/11 18:00:00 2000/02/15 14:00:00 93 0.26 45.63% 0.2 372 1982/01/28 19:00:00 1982/01/30 09:00:00 39 0.258 45.76% 0.2 373 1958/03/27 16:00:00 1958/03/28 22:00:00 31 0.257 45.880/o 0.2 374 1953/02/23 12:00:00 1953/02/25 02:00:00 39 0.255 46.00% 0.2 375 1969/04/05 22:00:00 1969/04/07 06:00:00 33 0.255 46.13% 0.2 376 1955/03/11 03:00:00 1955/03/12 10:00:00 32 0.252 46.250/o 0.2 377 1960/02/09 00:00:00 1960/02/1114:00:00 63 0.252 46.37% 0.2 378 1978/11/24 11:00:00 1978/11/2520:00:00 34 0.252 46.49% 0.2 379 1971/10/16 11:00:00 1971/10/18 13:00:00 51 0.25 46.62% 0.2 380 1998/12/04 03:00:00 1998/12/07 13:00:00 83 0.249 46.74% 0.2 381 1987/03/22 03:00:00 1987/03/23 09:00:00 31 0.248 46.86% 0.2 382 1982/11/1902:00:00 1982/11/21 06:00:00 53 0.247 46.99% 0.2 383 1975/12/20 16:00:00 1975/12/22 01:00:00 34 0.246 47.11% 0.2 384 1974/03/27 10:00:00 1974/03/28 15:00:00 30 0.244 47.23% 0.2 385 1976/04/13 02:00:00 1976/04/17 12:00:00 107 0.244 47.36% 0.2 386 1968/11/14 20:00:00 1968/11/16 07:00:00 36 0.243 47.48% 0.2 387 1987/10/31 08:00:00 1987/11/03 00:00:00 65 0.243 47.60% 0.1 388 1988/08/24 05:00:00 1988/08/25 20:00:00 40 0.243 47.72% 0.1 389 1984/04/28 00:00:00 1984/04/2904:00:00 29 0.242 47.85% 0.1 390 1998/12/0118:00:00 1998/12/0300:00:00 31 0.242 47.97% 0.1 391 1975/04/17 06:00:00 1975/04/18 15:00:00 34 0.239 48.09% 0.1 392 1990/02/04 13:00:00 1990/02/05 20:00:00 32 0.239 48.22% 0.1 393 1996/01/31 06:00:00 1996/02/04 09:00:00 100 0.239 48.34% 6.1 394 1991/10/27 02:00:00 1991/10/28 15:00:00 38 0.237 48.46% 6.1 395 2005/12/31 18:00:00 2006/01/0404:00:00 83 0.236 48.59% 0.1 396 1988/01/05 16:00:00 1988/01/07 00:00:00 33 0.235 48.71% 0.1 397 2004/03/02 02:00:00 2004/03/03 09:00:00 32 0.235 48.83% 0.1 398 1957/12/1511:00:00 1957/12/1813:00:00 75 0.234 48.95% 0.1 399 2006/03/20 05:00:00 2006/03/22 08:00:00 52 0.234 49.080/6 0.1 400 1951/12/19 10:00:00 1951/12/20 16:00:00 31 0.233 49.20% 0.1 401 1960/01/2521:00:00 1960/01/27 05:00:00 33 0.233 49.32% 0.1 402 1969/01/14 02:00:00 1969/01/15 20:00:00 43 0.233 49.45% 0.1 403 1987/02/13 22:00:00 1987/02/1600:00:00 51 0.233 49.57% 0.1 404 1957/02/23 08:00:00 1957/02/24 16:00:00 33 0.231 49.69% 0.1 405 2007/02/28 07:00:00 2007/03/01 21:00:00 39 0.231 49.82% 0.1 406 1983/02/06 14:00:00 1983/02/09 11:00:00 70 0.23 49.94% 0.1 407 1985/01/07 13:00:00 1985/01/09 08:00:00 44 0.229 50.06% 0.1 408 1996/12/0601:00:00 1996/12/0713:00:00 37 0.229 50.18% 0.1 409 1960/11/13 00:00:00 1960/11/14 04:00:00 29 0.228 50.31% 0.1 410 1959/01/06 09:00:00 1959/01/07 14:00:00 30 0.227 50.43% 0.1 411 1987/11/04 21:00:00 1987/11/06 16:00:00 44 0.227 50.55% 0.1 412 1993/12/1119:00:00 1993/12/1307:00:00 37 0.226 50.68% 0.1 413 1984/12/10 22:00:00 1984/12/13 16:00:00 67 0.225 50.80% 0.1 414 1990/01/31 03:00:00 1990/02/01 06:00:00 28 0.224 50.92% 0.1 11/3/2015 9:28 AM 9/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 415 1971/02/23 06:00:00 1971/02/24 09:00:00 28 0.222 51.05% 0.1 416 1978/11/10 18:00:00 1978/11/16 05:00:00 132 0.222 51.17% 0.1 417 1952/12/28 10:00:00 1952/12/29 16:00:00 31 0.221 51.29% 0.1 418 1983/12/09 19:00:00 1983/12/10 20:00:00 26 0.22 51.41% 0.1 419 2001/03/06 16:00:00 2001/03/08 18:00:00 51 0.22 51.54% 0.1 420 1964/11/09 15:00:00 1964/11/1209:00:00 67 0.219 51.66% 0.1 421 1989/05/14 09:00:00 1989/05/16 10:00:00 50 0.219 51.78% 0.1 422 1994/11/10 13:00:00 1994/11/11 16:00:00 28 0.219 51.91% 0.1 423 1980/03/21 12:00:00 1980/03/23 02:00:00 39 0.218 52.03% 0.1 424 1982/09/1509:00:00 1982/09/18 14:00:00 78 0.218 52.15% 0.1 425 1991/03/15 16:00:00 1991/03/16 17:00:00 26 0.218 52.28% 0.1 426 1958/03/11 03:00:00 1958/03/13 00:00:00 46 0.217 52.40% 0.1 427 1965/01/01 00:00:00 1965/01/02 02:00:00 27 0.217 52.52% 0.1 428 1978/01/30 13:00:00 1978/02/01 04:00:00 40 0.217 52.64% 0.1 429 1984/11/13 11:00:00 1984/11/14 12:00:00 26 0.217 52.77% 0.1 430 1992/03/27 08:00:00 1992/03/28 09:00:00 26 0.217 52.89% 0.1 431 1998/04/11 16:00:00 1998/04/14 00:00:00 57 0.217 53.01% 0.1 432 1970/01/16 19:00:00 1970/01/18 00:00:00 30 0.216 53.14% 0.1 433 1985/02/0205:00:00 1985/02/04 17:00:00 61 0.216 53.26% 0.1 434 1989/02/02 09:00:00 1989/02/0520:00:00 84 0.216 53.38% 0.1 435 1954/01/24 13:00:00 1954/01/26 05:00:00 41 0.213 53.51% 0.1 436 1973/02/0605:00:00 1973/02/0807:00:00 51 0.213 53.63% 0.1 437 2007/02/1114:00:00 2007/02/14 16:00:00 75 0.212 53.75% 0.1 438 1956/01/31 12:00:00 1956/02/0113:00:00 26 0.211 53.87% 0.1 439 1977/05/24 07:00:00 1977/05/25 12:00:00 30 0.211 54.00% 0.1 440 1957/10/21 06:00:00 1957/10/22 07:00:00 26 0.21 54.12% 0.1 441 1976/11/12 03:00:00 1976/11/13 09:00:00 31 0.21 54.24% 0.1 442 1992/03/08 04:00:00 1992/03/09 13:00:00 34 0.21 54.37% 0.1 443 1953/10/22 09:00:00 1953/10/23 11:00:00 27 0.209 54.49% 0.1 444 1957/05/19 10:00:00 1957/05/22 10:00:00 73 0.209 54.61% 0.1 445 2004/11/21 09:00:00 2004/11/22 09:00:00 25 0.208 54.74% 0.1 446 1951/12/0502:00:00 1951/12/0609:00:00 32 0.207 54.86% 0.1 447 1963/03/28 13:00:00 1963/03/29 14:00:00 26 0.207 54.98% 0.1 448 1982/01/1022:00:00 1982/01/1211:00:00 38 0.207 55.10% 0.1 449 1985/01/28 17:00:00 1985/01/30 06:00:00 38 0.207 55.23% 0.1 450 1989/02/09 17:00:00 1989/02/1110:00:00 42 0.205 55.35% 0.1 451 1955/11/17 08:00:00 1955/11/18 21:00:00 38 0.204 55.470/6 0.1 452 1996/01/21 21:00:00 1996/01/23 10:00:00 38 0.204 55.60% 0.1 453 1989/03/02 12:00:00 1989/03/03 21:00:00 34 0.202 55.72% 0.1 454 1997/12/18 16:00:00 1997/12/1922:00:00 31 0.202 55.84% 0.1 455 2001/03/10 10:00:00 2001/03/11 23:00:00 38 0.202 55.97% 0.1 456 1972/10/19 05:00:00 1972/10/21 04:00:00 48 0.201 56.09% 0.1 457 1981/04/18 23:00:00 1981/04/20 08:00:00 34 0.201 56.21% 0.1 458 1963/02/14 12:00:00 1963/02/15 12:00:00 25 0.199 56.33% 0.1 459 1979/01/09 13:00:00 1979/01/10 16:00:00 28 1 0.199 1 56.46% 0.1 460 1994/12/25 03:00:00 1994/12/26 07:00:00 1 29 1 0.199 1 56.58% 0.1 461 1997/01/02 07:00:00 1997/01/04 14:00:00 1 56 1 0.198 1 56.70% 0.1 11/3/2015 9:28 AM 10/18 Excel Engineering pea kFlowStatistics PostM itigated.txt Rank I Start Date End Date Duration Peak Frequency Return Period 462 2006/12/27 10:00:00 2006/12/28 08:00:00 23 0.197 56.83% 0.1 463 1956/02/23 18:00:00 1956/02/25 11:00:00 42 0.195 56.95% 0.1 464 1964/10/15 14:00:00 1964/10/16 13:00:00 24 0.195 57.07% 0.1 465 1971/12/04 04:00:00 1971/12/05 03:00:00 24 0.195 57.20% 0.1 466 1976/07/27 02:00:00 1976/07/2801:00:00 24 0.195 57.32% 0.1 467 1998/01/09 19:00:00 1998/01/11 18:00:00 48 0.195 57.44% 0.1 468 1979/12/21 08:00:00 1979/12/22 14:00:00 31 0.194 57.56% 0.1 469 1984/12/03 10:00:00 1984/12/0411:00:00 26 0.194 57.69% 0.1 470 1992/12/1804:00:00 1992/12/1902:00:00 23 0.193 57.81% 0.1 471 2001/02/20 15:00:00 2001/02/21 21:00:00 31 0.193 57.93% 0.1 472 2003/11/12 08:00:00 2003/11/13 18:00:00 35 0.193 58.06% 0.1 473 2007/02/19 05:00:00 2007/02/20 09:00:00 29 0.192 58.18% 0.1 474 1975/03/22 11:00:00 1975/03/23 10:00:00 24 0.191 58.30% 0.1 475 1957/04/18 04:00:00 1957/04/1904:00:00 25 0.189 58.43% 0.1 476 1999/06/02 04:00:00 1999/06/0500:00:00 69 0.189 58.55% 0.1 477 1967/11/26 21:00:00 1967/11/27 18:00:00 22 0.188 58.67% 0.1 478 1985/10/22 02:00:00 1985/10/22 23:00:00 22 0.188 58.79% 0.1 479 1990/01/13 13:00:00 1990/01/15 13:00:00 49 0.188 58.92% 0.1 480 1956/12/0605:00:00 1956/12/0704:00:00 24 0.187 59.040/o 0.1 481 1987/03/05 22:00:00 1987/03/07 17:00:00 44 0.187 59.16% 0.1 482 1978/04/15 22:00:00 1978/04/16 20:00:00 23 0.186 59.29% 0.1 483 1987/03/15 11:00:00 1987/03/1609:00:00 23 0.186 59.41% 0.1 484 1995/12/23 12:00:00 1995/12/2409:00:00 22 0.186 59.53% 0.1 485 1996/03/04 20:00:00 1996/03/05 23:00:00 28 0.186 59.66% 0.1 486 1954/01/12 17:00:00 1954/01/13 19:00:00 27 0.185 59.78% 0.1 487 1995/01/21 05:00:00 1995/01/22 05:00:00 25 0.184 59.90% 0.1 488 1995/06/16 00:00:00 1995/06/17 17:00:00 42 0.182 60.02% 0.1 489 2005/09/20 07:00:00 2005/09/21 04:00:00 22 0.18 60.15% 0.1 490 1978/04/07 04:00:00 1978/04/09 17:00:00 62 0.179 60.27% 0.1 491 1977/03/16 15:00:00 1977/03/23 08:00:00 162 0.178 60.39% 0.1 492 2001/11/29 17:00:00 2001/11/30 19:00:00 27 0.178 60.52% 0.1 493 1951/10/07 09:00:00 1951/10/09 05:00:00 45 0.177 60.64% 0.1 494 1958/05/11 12:00:00 1958/05/12 12:00:00 25 0.177 60.76% 0.1 495 1985/03/2709:00:00 1985/03/2908:00:00 48 0.176 60.89% 0.1 496 2007/02/2223:00:00 2007/02/23 19:00:00 21 0.176 61.01% 0.1 497 1982/03/2822:00:00 1982/03/3001:00:00 28 0.175 61.13% 0.1 498 1985/09/18 14:00:00 1985/09/19 11:00:00 22 0.175 61.25% 0.1 499 1962/02/2500:00:00 1962/02/2700:00:00 49 0.173 61.38% 0.1 500 1977/02/2417:00:00 1977/02/2521:00:00 29 0.173 61.50% 0.1 501 1998/03/13 19:00:00 1998/03/15 18:00:00 48 0.173 61.62% 0.1 502 1969/01/1901:00:00 1969/01/22 16:00:00 88 0.172 61.75% 0.1 503 1987/03/2500:00:00 1987/03/26 18:00:00 43 0.17 61.87% 0.1 504 1958/02/1305:00:00 1958/02/1404:00:00 24 0.169 61.99% 0.1 505 1977/02/2204:00:00 1977/02/23 02:00:00 23 0.169 62.12% 0.1 506 1988/12/2801:00:00 1988/12/2908:00:00 32 0.168 62.24% 0.1 507 1951/10/11 02:00:00 1951/10/12 08:00:00 31 0.167 62.36% 0.1 508 1955/01/31 01:00:00 1955/02/01 05:00:00 1 29 1 0.167 62.48% 0.1 11/3/2015 9:28 AM 11/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 509 2001/12/03 20:00:00 2001/12/05 16:00:00 45 0.167 62.61% 0.1 510 1962/01/13 03:00:00 1962/01/13 22:00:00 20 0.166 62.73% 0.1 511 1978/03/22 17:00:00 1978/03/24 10:00:00 42 0.166 62.850/6 0.1 512 1990/01/02 09:00:00 1990/01/03 08:00:00 24 0.166 62.98% 0.1 513 1995/12/13 06:00:00 1995/12/14 08:00:00 27 0.166 63.10% 0.1 514 2005/03/04 12:00:00 2005/03/06 01:00:00 38 0.166 63.22% 0.1 515 1965/12/22 03:00:00 1965/12/23 05:00:00 27 0.165 63.35% 0.1 516 1969/03/13 04:00:00 1969/03/14 01:00:00 22 0.165 63.47% 0.1 517 1975/12/12 18:00:00 1975/12/13 14:00:00 21 0.165 63.59% 0.1 518 1983/08/18 10:00:00 1983/08/19 08:00:00 23 0.165 63.71% 0.1 519 1987/07/17 11:00:00 1987/07/1809:00:00 23 0.165 63.84% 0.1 520 1987/12/2914:00:00 1987/12/31 01:00:00 36 0.165 63.96% 0.1 521 1988/11/10 14:00:00 1988/11/12 05:00:00 40 0.165 64.08% 0.1 522 1991/12/1806:00:00 1991/12/2007:00:00 50 0.165 64.21% 0.1 523 2002/03/1723:00:00 2002/03/1901:00:00 27 0.165 64.33% 0.1 524 1981/04/02 07:00:00 1981/04/03 06:00:00 24 0.164 64.45% 0.1 525 1983/10/07 11:00:00 1983/10/08 23:00:00 37 0.164 64.58% 0.1 526 2006/12/16 23:00:00 2006/12/1802:00:00 28 0.164 64.70% 0.1 527 1964/03/02 11:00:00 1964/03/03 09:00:00 23 0.163 64.820/6 0.1 528 1980/04/28 18:00:00 1980/04/30 05:00:00 36 0.163 64.94% 0.1 529 1993/12/14 19:00:00 1993/12/15 18:00:00 24 0.163 65.07% 0.1 530 1985/10/06 09:00:00 1985/10/08 05:00:00 45 0.162 65.19% 0.1 531 1951/10/14 12:00:00 1951/10/16 05:00:00 42 0.161 65.31% 0.1 532 1969/12/09 02:00:00 1969/12/09 21:00:00 20 0.161 65.44% 0.1 533 1971/01/12 22:00:00 1971/01/13 19:00:00 22 0.161 65.56% 0.1 534 1973/02/03 23:00:00 1973/02/04 18:00:00 20 0.161 65.68% 0.1 535 1975/03/14 04:00:00 1975/03/14 23:00:00 20 0.161 65.81% 0.1 536 1980/05/08 13:00:00 1980/05/11 08:00:00 68 0.161 65.93% 0.1 537 1987/02/05 14:00:00 1987/02/06 07:00:00 18 0.161 66.050/6 0.1 538 2000/11/10 10:00:00 2000/11/12 04:00:00 43 0.161 66.170/6 0.1 539 2000/11/30 11:00:00 2000/12/01 04:00:00 18 0.161 66.30% 0.1 540 1951/11/20 04:00:00 1951/11/21 16:00:00 37 0.16 66.42% 0.1 541 1989/01/07 18:00:00 1989/01/08 13:00:00 20 0.16 66.540/6 0.1 542 1999/09/18 19:00:00 1999/09/19 12:00:00 18 0.16 66.670/6 6.1 543 1954/12/04 01:00:00 1954/12/0419:00:00 19 0.159 66.790/6 0.1 544 1995/01/16 13:00:00 1995/01/17 11:00:00 23 0.159 66.91% 0.1 545 2006/03/03 17:00:00 2006/03/04 11:00:00 19 0.159 67.04% 0.1 546 1952/12/06 07:00:00 1952/12/0700:00:00 18 0.158 67.16% 0.1 547 1977/07/14 11:00:00 1977/07/16 10:00:00 48 0.158 67.28% 0.1 548 1979/12/25 12:00:00 1979/12/2605:00:00 18 0.158 67.40% 0.1 549 1974/01/01 07:00:00 1974/01/02 04:00:00 22 0.157 67.53% 0.1 550 1983/12/19 17:00:00 1983/12/20 10:00:00 18 0.157 67.65% 0.1 551 1992/03/3117:00:00 1992/04/0110:00:00 18 0.157 67.77% 0.1 552 1998/11/28 09:00:00 1998/11/29 22:00:00 38 0.157 67.90% 0.1 553 1952/12/1709:00:00 1952/12/1811:00:00 27 0.156 68.02% 0.1 554 1977/01/29 04:00:00 1977/01/29 23:00:00 20 0.156 68.14% 0.1 555 1984/11/16 17:00:00 1984/11/17 10:00:00 18 0.156 68.27% 0.1 11/3/2015 9:28 AM 12/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 556 1989/01/23 22:00:00 1989/01/24 17:00:00 20 0.156 68.39% 0.1 557 1992/03/29 15:00:00 1992/03/30 08:00:00 18 0.156 68.51% 0.1 558 1955/04/26 13:00:00 1955/04/27 07:00:00 19 0.155 68.63% 0.1 559 1962/03/23 01:00:00 1962/03/23 18:00:00 18 0.155 68.760/o 0.1 560 1977/12/2306:00:00 1977/12/23 22:00:00 17 0.155 68.880/o 0.1 561 1959/10/01 06:00:00 1959/10/02 01:00:00 20 0.154 69.00% 0.1 562 1961/03/28 05:00:00 1961/03/29 11:00:00 31 0.154 69.13% 0.1 563 1987/11/18 00:00:00 1987/11/18 16:00:00 17 0.154 69.25% 0.1 564 1991/03/13 22:00:00 1991/03/14 14:00:00 17 0.154 69.37% 0.1 565 1953/04/20 13:00:00 1953/04/22 05:00:00 41 0.153 69.50% 0.1 566 1974/05/19 11:00:00 1974/05/20 03:00:00 17 0.153 69.62% 0.1 567 1979/11/12 14:00:00 1979/11/13 06:00:00 17 0.153 69.74% 0.1 568 1983/03/28 10:00:00 1983/03/2902:00:00 17 0.153 69.86% 0.1 569 1983/12/15 16:00:00 1983/12/1608:00:00 17 0.153 69.99% 0.1 570 1962/05/14 20:00:00 1962/05/15 19:00:00 24 0.152 70.11% 0.1 571 1977/07/22 14:00:00 1977/07/23 06:00:00 17 0.152 70.23% 0.1 572 1982/04/04 14:00:00 1982/04/0506:00:00 17 0.152 70.36% 0.1 573 1983/11/18 02:00:00 1983/11/18 18:00:00 17 0.152 70.48% 0.1 574 1987/12/11 08:00:00 1987/12/1200:00:00 17 0.152 70.60% 0.1 575 1989/12/0113:00:00 1989/12/0205:00:00 17 0.152 70.73% 0.1 576 2007/10/13 11:00:00 2007/10/14 04:00:00 18 0.152 70.85% 0.1 577 1988/04/18 07:00:00 1988/04/18 23:00:00 17 0.151 70.970/a 0.1 578 1965/09/16 20:00:00 1965/09/1806:00:00 35 0.15 71.09% 0.1 579 1977/05/12 12:00:00 1977/05/13 04:00:00 17 0.15 71.220/a 0.1 580 1980/05/02 13:00:00 1980/05/03 04:00:00 16 0.15 71.340/a 0.1 581 1981/03/14 15:00:00 1981/03/15 07:00:00 17 0.15 71.460/o 0.1 582 1984/01/15 19:00:00 1984/01/1702:00:00 32 0.15 71.590/o 0.1 583 1999/04/06 23:00:00 1999/04/0902:00:00 52 0.15 71.71% 0.1 584 1964/02/2907:00:00 1964/03/01 00:00:00 18 0.149 71.83% 0.1 585 1971/03/13 10:00:00 1971/03/14 02:00:00 17 0.149 71.96% 0.1 586 1982/02/1704:00:00 1982/02/17 19:00:00 16 0.149 72.080/6 0.1 587 1986/02/23 09:00:00 1986/02/2400:00:00 16 0.149 72.20% 0.1 588 1986/03/01 10:00:00 1986/03/02 01:00:00 16 0.149 72.32% 0.1 589 1953/01/06 20:00:00 1953/01/08 17:00:00 46 0.148 72.450/o 0.1 590 1960/03/28 04:00:00 1960/03/29 00:00:00 21 0.148 72.570/6 0.1 591 1997/02/1023:00:00 1997/02/1117:00:00 19 0.148 72.69% 0.1 592 1981/03/10 20:00:00 - 1981/03/11 11:00:00 16 0.147 72.82% 0.1 593 1987/10/28 03:00:00 1987/10/28 18:00:00 16 0.147 72.940/6 0.1 594 1996/10/01 13:00:00 1996/10/03 21:00:00 57 0.147 73.060/6 0.1 595 1999/04/01 18:00:00 1999/04/02 13:00:00 20 0.147 73.190/6 0.1 596 1953/11/05 11:00:00 1953/11/06 10:00:00 24 0.146 73.31% 0.1 597 1978/12/01 21:00:00 1978/12/02 12:00:00 16 0.146 73.43% 0.1 598 1993/02/26 21:00:00 1993/02/27 16:00:00 20 0.146 73.55% 0.1 599 1996/01/16 22:00:00 1996/01/17 16:00:00 19 0.146 73.68% 0.1 600 2008/01/23 22:00:00 2008/01/24 22:00:00 25 0.146 73.80% 0.1 601 2002/02/1720:00:00 2002/02/18 14:00:00 19 0.145 73.92% 0.1 602 1957/11/14 19:00:00 1957/11/17 11:00:00 65 0.144 74.05% 0.1 11/3/2015 9:28 AM 13/18 ostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 603 1960/04/23 10:00:00 1960/04/24 16:00:00 31 0.144 74.170/6 0.1 604 1967/12/08 02:00:00 1967/12/09 03:00:00 26 0.144 74.29% 0.1 605 1983/05/06 11:00:00 1983/05/07 01:00:00 15 0.144 74.42% 0.1 606 1973/12/01 21:00:00 1973/12/02 11:00:00 15 0.143 74.54% 0.1 607 1977/09/10 00:00:00 1977/09/10 14:00:00 15 0.143 74.66% 0.1 608 1981/05/01 14:00:00 1981/05/02 04:00:00 15 0.143 74.78% 0.1 609 1983/01/17 08:00:00 1983/01/20 03:00:00 68 0.143 74.91% 0.1 610 1955/12/04 09:00:00 1955/12/05 03:00:00 19 0.142 75.03% 0.1 611 1956/05/1002:00:00 1956/05/10 16:00:00 15 0.142 75.150/6 0.1 612 1960/12/03 06:00:00 1960/12/03 20:00:00 15 0.142 75.28% 0.1 613 1973/03/26 09:00:00 1973/03/26 23:00:00 15 0.142 75.40% 0.1 614 1976/04/04 06:00:00 1976/04/05 13:00:00 32 0.142 75.520/6 0.1 615 1987/11/14 04:00:00 1987/11/14 18:00:00 15 0.142 75.650/6 0.1 616 2006/12/22 13:00:00 2006/12/2303:00:00 15 0.142 75.770/6 0.1 617 1960/03/13 07:00:00 1960/03/13 21:00:00 15 0.141 75.89% 0.1 618 1953/12/04 12:00:00 1953/12/05 02:00:00 15 0.14 76.01% 0.1 619 1975/04/25 10:00:00 1975/04/26 01:00:00 16 0.14 76.140/6 0.1 620 1971/04/26 07:00:00 1971/04/26 22:00:00 16 0.139 76.26% 0.1 621 1971/12/0704:00:00 1971/12/07 18:00:00 15 0.139 76.38% 0.1 622 1980/04/01 18:00:00 1980/04/02 08:00:00 15 0.139 76.51% 0.1 623 1981/01/11 09:00:00 1981/01/13 03:00:00 43 0.139 76.63% 0.1 624 1957/01/20 20:00:00 1957/01/21 10:00:00 15 0.137 76.75% 0.1 625 1963/10/16 12:00:00 1963/10/19 14:00:00 75 0.137 76.88% 0.1 626 1970/01/10 04:00:00 1970/01/12 12:00:00 57 0.137 77.00% 0.1 627 1977/07/20 12:00:00 1977/07/21 01:00:00 14 0.137 77.12% 0.1 628 1994/04/24 07:00:00 1994/04/27 23:00:00 89 0.137 77.240/6 0.1 629 1998/12/19 21:00:00 1998/12/20 12:00:00 16 0.137 77.370/6 0.1 630 1999/03/15 13:00:00 1999/03/16 02:00:00 14 0.137 77.49% 0.1 631 1969/03/09 05:00:00 1969/03/11 11:00:00 55 0.136 77.61% 0.1 632 1996/04/18 05:00:00 1996/04/18 22:00:00 18 0.136 77.74% 0.1 633 2001/12/20 20:00:00 2001/12/22 10:00:00 39 0.136 77.86% 0.1 634 1952/04/08 01:00:00 1952/04/08 23:00:00 23 0.134 77.98% 0.1 635 1955/01/02 01:00:00 1955/01/02 19:00:00 19 0.134 78.11% 0.1 636 1965/04/13 02:00:00 1965/04/13 17:00:00 16 0.134 78.23% 0.1 637 1969/04/03 08:00:00 1969/04/04 00:00:00 17 0.134 78.35% 0.1 638 1962/05/27 14:00:00 1962/05/28 04:00:00 15 0.133 78.470/6 0.1 639 1971/12/13 08:00:00 1971/12/13 22:00:00 15 0.132 78.60% 0.1 640 2006/03/07 03:00:00 2006/03/07 17:00:00 15 0.132 78.72% 0.1 641 1963/11/06 17:00:00 1963/11/0707:00:00 15 0.131 78.84% 0.1 642 1977/07/27 15:00:00 1977/07/28 04:00:00 14 0.131 78.97% 0.1 643 1985/02/20 22:00:00 1985/02/21 11:00:00 14 0.131 79.09% 0.1 644 1993/11/23 02:00:00 1993/11/23 19:00:00 18 0.131 79.21% 0.1 645 2004/03/26 11:00:00 2004/03/27 04:00:00 18 0.131 79.34% 0.1 646 1999/03/11 15:00:00 1999/03/12 06:00:00 16 0.13 79.46% 0.1 647 1980/03/18 19:00:00 1980/03/19 08:00:00 14 0.129 79.580/6 0.1 648 1995/05/01 15:00:00 1995/05/02 04:00:00 14 0.129 79.70% 0.1 649 1996/02/12 16:00:00 1996/02/13 04:00:00 13 1 0.129 79.83% 0.1 11/3/2015 9:28 AM 14/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 650 1999/01/31 13:00:00 1999/02/01 02:00:00 14 0.129 79.95% 0.1 651 2004/02118 19:00:00 2004/02/19 08:00:00 14 0.129 80.070/6 0.1 652 2004/04/17 16:00:00 2004/04/18 05:00:00 14 0.129 80.20% 0.1 653 1956/04/27 05:00:00 1956/04/27 23:00:00 19 0.128 80.32% 0.1 654 1957/11/02 14:00:00 1957/11/05 21:00:00 80 0.128 80.44% 0.1 655 1958/11/11 08:00:00 1958/11/11 19:00:00 12 0.128 80.57% 0.1 656 1965/03/07 01:00:00 1965/03/07 13:00:00 13 0.128 80.69% 0.1 657 1981/04/26 20:00:00 1981/04/27 07:00:00 12 0.128 80.81% 0.1 658 1982/04/11 22:00:00 1982104/1210:00:00 13 0.128 80.93% 0.1 659 1991/03/11 05:00:00 1991/03/11 16:00:00 12 0.128 81.06% 0.1 660 1997/04/03 20:00:00 1997/04/04 08:00:00 13 0.128 81.18% 0.1 661 1998/05/06 20:00:00 1998/05/07 09:00:00 14 0.128 81.30% 0.1 662 1999/02109 22:00:00 1999/02/10 09:00:00 12 0.128 81.43% 0.1 663 2000/09/23 02:00:00 2000/09/23 15:00:00 14 0.128 81.550/6 0.1 664 2001/04/21 11:00:00 2001/04/22 02:00:00 16 0.128 81.67% 0.1 665 2001/11/12 20:00:00 2001/11/14 06:00:00 35 0.128 81.80% 0.1 666 2003/05/03 20:00:00 2003/05/04 10:00:00 15 0.128 81.92% 0.1 667 2005/03/19 05:00:00 2005/03/20 11:00:00 31 0.128 82.04% 0.1 668 2006/04/14 16:00:00 2006/04/15 22:00:00 31 0.128 82.16% 0.1 669 2006/11/27 13:00:00 2006/11/28 02:00:00 14 0.128 82.29% 0.1 670 2008/02/14 17:00:00 2008/02/1504:00:00 12 0.128 82.41% 0.1 671 1953/11/20 09:00:00 1953/11/20 21:00:00 13 0.127 82.53% 0.1 672 1963/1211002:00:00 1963/12/1012:00:00 11 0.127 82.66% 0.1 673 1964/02/15 10:00:00 1964/02/1600:00:00 15 0.127 82.78% 0.1 674 1966/01/20 02:00:00 1966/01/20 12:00:00 1 0.127 82.90% 0.1 675 1967/03/29 09:00:00 1967/03/29 19:00:00 1 0.127 83.03% 0.1 676 1970/04/17 01:00:00 1970/04/17 11:00:00 1 0.127 83.15% 0.1 677 1970/04/27 13:00:00 1970/04/27 23:00:00 1 0.127 83.27% 0.1 678 1971/05/07 22:00:00 1971/05/08 11:00:00 4 0.127 83.39% 0.1 679 1972/01/09 11:00:00 1972/01/0921:00:00 1 0.127 83.52% 0.1 680 1973/01/10 03:00:00 1973/01/10 12:00:00 0 0.127 83.64% 0.1 681 1976/05/07 03:00:00 1976/05/07 13:00:00 1 0.127 83.76% 0.1 682 1976/06/01 11:00:00 1976/06/01 21:00:00 1 0.127 83.89% 0.1 683 1976/06/10 12:00:00 1976/06/10 22:00:00 1 0.127 84.01% 0.1 684 1976/06/30 19:00:00 1976/07/01 05:00:00 1 0.127 84.13% 0.1 685 1976/11/27 13:00:00 1976/11/27 23:00:00 1 0.127 84.269/6 0.1 686 1977/01/26 03:00:00 1977/01/26 13:00:00 1 0.127 84.38% 0.1 687 1977/09/0509:00:00 1977/09/05 19:00:00 1 0.127 84.50% 0.1 688 1977/10/0521:00:00 1977/10/06 07:00:00 1 0.127 84.62% 0.1 689 1978/04/25 19:00:00 1978/04/2605:00:00 1 0.127 84.75% 0.1 690 1978/09/16 14:00:00 1978/09/17 00:00:00 1 0.127 84.87% 0.1 691 1979/01/25 17:00:00 1979/01/26 03:00:00 1 0.127 84.99% 0.1 692 1979/05/07 13:00:00 1979/05/07 23:00:00 1 0.127 85.12% 0.1 693 1979/08/19 17:00:00 1979/08/20 03:00:00 1 0.127 85.24% 0.1 694 1979/10/05 01:00:00 1979/10/05 11:00:00 1 1 0.127 85.361/6 0.1 695 1979/11/05 01:00:00 1979/11/05 11:00:00 1 1 0.127 85.491/6 0.1 696 1980/01/07 10:00:00 1980/01/07 20:00:00 1 1 0.127 85.61% 0.1 11/3/2015 9:28 AM 15/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 697 1981/10/11 09:00:00 1981/10/11 19:00:00 11 0.127 85.73% 0.1 698 1981/11/1615:00:00 1981/11/1701:00:00 11 0.127 85.850/6 0.1 699 1981/12/21 04:00:00 1981/12/21 14:00:00 11 0.127 85.98% 0.1 700 1982105/06 16:00:00 1982/05/07 02:00:00 11 0.127 86.10% 0.1 701 1982/06/17 15:00:00 1982/06/18 01:00:00 11 0.127 86.22% 0.1 702 1982/10/26 09:00:00 1982/10/26 19:00:00 11 0.127 86.350/6 0.1 703 1983/01/0511:00:00 1983/01/05 21:00:00 11 0.127 86.470/6 0.1 704 1983/08/06 07:00:00 1983/08/06 17:00:00 11 0.127 86.59% 0.1 705 1984/01/04 18:00:00 1984/01/0504:00:00 11 0.127 86.72% 0.1 706 1984/02/10 07:00:00 1984/02/10 17:00:00 11 0.127 86.84% 0.1 707 1984/07/15 17:00:00 1984/07/16 03:00:00 11 0.127 86.96% 0.1 708 1984/11/08 09:00:00 1984/11/08 19:00:00 11 0.127 87.08% 0.1 709 1985/04/21 20:00:00 1985/04/22 06:00:00 11 0.127 87.21% 0.1 710 1986/04/01 11:00:00 1986/04/01 21:00:00 11 0.127 87.33% 0.1 711 1986/11/05 15:00:00 1986/11/06 01:00:00 11 0.127 87.450/6 0.1 712 1987/01/28 10:00:00 1987/01/28 20:00:00 11 0.127 87.58% 0.1 713 1987/02/03 15:00:00 1987/02/0401:00:00 11 0.127 87.70% 0.1 714 1987/08/14 12:00:00 1987/08/14 22:00:00 11 0.127 87.82% 0.1 715 1987/10/23 09:00:00 1987/10/23 20:00:00 12 0.127 87.950/6 0.1 716 1988/03/01 00:00:00 1988/03/01 10:00:00 11 0.127 88.07% 0.1 717 1988/05/29 09:00:00 1988/05/29 19:00:00 11 0.127 88.190/6 0.1 718 1989/01/05 21:00:00 1989/01/06 07:00:00 11 0.127 88.31% 0.1 719 1989/06/04 09:00:00 1989/06/04 19:00:00 11 0.127 88.44% 0.1 720 1989/11/26 13:00:00 1989/11/26 23:00:00 11 0.127 88.56% 0.1 721 1990/01/22 13:00:00 1990/01/22 23:00:00 11 0.127 88.68% 0.1 722 1990/05/13 19:00:00 1990/05/14 05:00:00 11 0.127 88.81% 0.1 723 1990/08/15 10:00:00 1990/08/15 20:00:00 11 0.127 88.93% 0.1 724 1990/12/20 10:00:00 1990/12/20 20:00:00 11 0.127 89.05% 0.1 725 1991/01/04 00:00:00 1991/01/04 10:00:00 11 0.127 89.18% 0.1 726 1991/07/31 14:00:00 1991/08/01 00:00:00 11 0.127 89.30% 0.1 727 1991/12/09 13:00:00 1991/12/09 23:00:00 11 0.127 89.42% 0.1 728 1992105/06 02:00:00 1992105/06 12:00:00 11 0.127 89.540/6 0.1 729 1992/05/17 20:00:00 1992/05/18 06:00:00 11 0.127 89.67% 0.1 730 1992/1210406:00:00 1992/12/04 22:00:00 17 0.127 89.79% 0.1 731 1998/01/03 20:00:00 1998/01/05 00:00:00 29 0.127 89.91% 0.1 732 1998/04/15 20:00:00 1998/04/16 07:00:00 12 0.127 90.04% 0.1 733 1999/01/20 17:00:00 1999/01/21 06:00:00 14 0.127 90.160/6 0.1 734 2002/12/2920:00:00 2002112/3008:00:00 13 0.127 90.28% 0.1 735 2003/11/1603:00:00 2003/11/1621:00:00 19 0.127 90.41% 0.1 736 2007/09/22 13:00:00 2007/09/23 02:00:00 14 0.127 90.53% 0.1 737 1955/11/21 18:00:00 1955/11/22 04:00:00 11 0.126 90.650/6 0.1 738 1955/12/0702:00:00 1955/12/07 15:00:00 14 0.126 90.770/6 0.1 739 2001/12114 20:00:00 2001/12/15 06:00:00 11 0.12 90.90% .1 740 1968/01/28 02:00:00 1968/01/28 13:00:00 12 0.116 91.02% 0.1 741 1960/03/23 12:00:00 1960/03/23 20:00:00 9 0.111 91.14% 0.1 742 1957/10/1113:00:00 1957/10/12 00:00:00 12 0.107 91.27% 0.1 743 1994/11/16 12:00:00 1 1994/11/16 19:00:00 8 0.107 91.39% 0.1 11/3/2015 9:28 AM 16/18 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 744 2002/04/26 15:00:00 2002/04/27 00:00:00 10 0.106 91.51% 0.1 745 1975/02/14 06:00:00 1975/02/14 17:00:00 12 0.104 91.64% 0.1 746 1951/12/02 04:00:00 1951/12/02 13:00:00 10 0.102 91.76% 0.1 747 1964/03/13 02:00:00 1964/03/13 11:00:00 10 0.102 91.88% 0.1 748 1993/01/02 10:00:00 1993/01/03 02:00:00 17 0.097 92.00% 0.1 749 2001/01/08 19:00:00 2001/01/09 05:00:00 11 0.097 92.13% 0.1 750 2005/12/03 03:00:00 2005/12/03 10:00:00 8 0.094 92.25% 0.1 751 1968/12/20 13:00:00 1968/12/2023:00:00 11 0.093 92.370/6 0.1 752 1965/07/30 00:00:00 1965/07/30 09:00:00 10 0.092 92.50% 0.1 753 1963/04/0808:00:00 1963/04/08 19:00:00 12 0.085 92.62% 0.1 754 1966/03/02 10:00:00 1966/03/02 17:00:00 8 0.084 92.74% 0.1 755 2003/03/22 20:00:00 2003/03/23 05:00:00 10 0.083 92.87% 0.1 756 1966/02/25 03:00:00 1966/02/25 14:00:00 12 0.08 92.99% 0.1 757 1969/11/15 21:00:00 1969/11/16 05:00:00 9 0.075 93.11% 0.1 758 1963/06/11 16:00:00 1963/06/11 23:00:00 8 0.071 93.23% 0.1 759 2000/02/16 20:00:00 2000/02/18 02:00:00 31 0.071 93.36% 0.1 760 2001/12/30 20:00:00 2001/12/31 04:00:00 9 0.071 93.48% 0.1 761 2003/11/03 20:00:00 2003/11/04 06:00:00 11 0.068 93.60% 6.1 762 2008/01/22 07:00:00 2008/01/22 15:00:00 9 0.066 93.73% 0.1 763 1955/12/01 22:00:00 1955/12/0206:00:00 9 0.065 93.85% 0.1 764 2002/04/24 16:00:00 2002/04/24 22:00:00 7 0.064 93.970/6 0.1 765 2003/11/01 12:00:00 2003/11/01 19:00:00 8 0.064 94.10% 0.1 766 1961/03/15 14:00:00 1961/03/15 22:00:00 9 0.062 94.22% 0.1 767 2006/03/17 23:00:00 2006/03/18 14:00:00 16 0.059 94.34% 0.1 768 1972/10/1707:00:00 1972/10/17 13:00:00 7 0.057 94.46% 0.1 769 1998/11/11 12:00:00 1998/11/12 03:00:00 16 0.057 94.59% 0.1 770 1992/10/3021:00:00 1992/10/31 04:00:00 8 0.053 94.71% 0.1 771 2002/09/29 20:00:00 2002/09/30 04:00:00 9 0.053 94.83% 0.1 772 1969/05/05 14:00:00 1969/05/06 17:00:00 28 0.051 94.96% 0.1 773 1963/04/14 19:00:00 1963/04/15 01:00:00 7 0.05 95.08% 0.1 774 1952/09/19 17:00:00 1952/09/20 00:00:00 8 0.048 95.20% 0.1 775 1998/08/31 23:00:00 1998/09/01 05:00:00 7 0.048 95.33% 0.1 776 1999/07/18 13:00:00 1999/07/18 19:00:00 7 0.048 95.45% 0.1 777 2004/08/30 23:00:00 2004/08/31 05:00:00 7 0.048 95.57% 0.1 778 2005/01/28 18:00:00 2005/01/29 00:00:00 7 0.048 95.69% 0.1- 779 1964/04/01 12:00:00 1964/04/01 17:00:00 6 0.045 95.82% 0.1 780 1963/03/15 07:00:00 1963/03/15 14:00:00 8 0.043 95.94% 0.1 781 1961/10/08 19:00:00 1961/10/09 00:00:00 6 0.039 96.06% 0.1 782 1953/03/20 10:00:00 1953/03/20 17:00:00 8 0.033 96.19% 0.1 783 1969/02/1600:00:00 1969/02/1605:00:00 6 0.031 96.31% 0.1 784 2000/02/28 20:00:00 2000/02/28 23:00:00 4 0.03 96.43% 0.1 785 2002/04/15 12:00:00 2002/04/15 15:00:00 4 0.029 96.56% 0.1 786 1994/11/1808:00:00 1994/11/18 10:00:00 3 0.027 96.680/6 0.1 787 1998/09/03 11:00:00 1998/09/03 13:00:00 3 0.025 96.80% 0.1 788 1964/01/18 21:00:00 1964/01/19 02:00:00 6 0.024 96.92% 10.1 789 1996/01/25 16:00:00 1996/01/25 20:00:00 5 0.023 97.05% 10.1 790 1971/11/1212:00:00 1971/11/1214:00:00 3 0.021 97.17% 10.1 11/3/2015 9:28 AM 17/18 Excel Engineering pea kFlowStatistics PostM itigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 791 1995/12/1603:00:00 1995/12/1605:00:00 3 0.021 97.29% 0.1 - 792 1951/11/13 05:00:00 1951/11/13 07:00:00 3 0.02 97.42% 0.1 793 1962/03/29 11:00:00 1962/03/29 13:00:00 3 0.02 97.54% 0.1 794 2002/05/21 01:00:00 2002/05/21 03:00:00 3 0.019 97.66% 0.1 795 1969/02/2823:00:00 1969/03/01 01:00:00 3 0.017 97.79% 0.1 796 1974/02/1921:00:00 1974/02/1922:00:00 2 0.016 97.91% 0.1 797 1956/04/11 14:00:00 1956/04/11 16:00:00 3 0.015 98.03% 0.1 798 1967/12/1617:00:00 1967/12/16 21:00:00 5 0.015 98.15% 0.1 799 1968/12/1112:00:00 1968/12/1113:00:00 2 0.014 98.280/6 0.1 800 1975/01/30 18:00:00 1975/01/30 21:00:00 4 0.013 98.40% 0.1 801 1962/06/15 05:00:00 1962/06/15 16:00:00 12 0.009 98.52% 0.1 802 1966/02/10 20:00:00 1966/02/10 21:00:00 2 0.009 98.650/6 0.1 803 1996/12/3119:00:00 1996/12/3119:00:00 1 0.005 98.77% 0.1 804 1954/07/13 08:00:00 1954/07/13 08:00:00 1 0.003 98.89% 0.1 805 1995/11/01 23:00:00 1995/11/01 23:00:00 1 0.003 99.020/6 0.1 806 2003/12/08 03:00:00 2003/12/08 03:00:00 1 0.003 99.140/6 0.1 807 1975/10/07 11:00:00 1975/10/07 11:00:00 1 0.002 99.26% 0.1 808 1966/01/27 12:00:00 1966/01/27 16:00:00 5 0.001 99.380/6 0.1 809 1972/09/06 08:00:00 1972/09/06 09:00:00 2 0.001 99.51% 0.1 810 1987/02/18 20:00:00 1987/02/1820:00:00 1 0.001 99.63% 0.1 811 1992/12/12 00:00:00 1992/12/12 00:00:00 1 0.001 99.75% 0.1 812 1993/12/1907:00:00 1993/12/1907:00:00 1 0.001 99.88% 0.1 -End of Data 11/3/2015 9:28 AM 18/18 Excel Engineering Flow Duration Curves 10 Go UMffigated - Post Developernent Mitigated Ci Flow Duration PreDevelopement=365(days)x24(hr/day)xO.304(%)=26.6(hourslyear) Flow Duration Unmitigated PostDevelopement=365(days)x24(hr/day)xO.718(%)=62.9(hourslyear) Flow Duration Mitigated Post evelopement=365(days)x24(hr/day)xO.240(%)=21.0(hourslyear) i i • i • • • • • • i • • i • i • • I i • • Li: Lev 1.0 1.5 2.0 (%) Percent Time Exceedance ailMitigated.TXT Compare Post-Developement Curve to Pre-Developement Curve post-developement SWMM file: 0:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-MIT-A.out post-developement time stamp: 11/2/2015 4:09:54 PM Compared to: pre-developement SWMM file: 0:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-PRE-A.out pre-developement time stamp: 10/19/20154:25:05 PM CP q ° Ire, qçfO\O Ilp Ael 0\01 Aa 0\00 0 0.00 7.65 2.38 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 1 0.00 7.61 2.25 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 2 0.00 7.57 2.22 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 3 0.00 7.54 2.20 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 4 0.01 7.51 2.17 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 5 0.01 7.49 2.11 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 6 0.01 7.47 2.10 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 7 0.01 7.45 2.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 8 0.01 7.41 2.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 9 0.01 7.36 2.08 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 10 0.01 7.32 2.06 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 11 0.01 7.28 2.06 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 12 0.01 7.24 1.94 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 13 0.01 7.19 1.87 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 14 0.02 7.14 1.87 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 15 0.02 7.10 1.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 16 0.02 7.06 1.75 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 17 0.02 7.01 1.74 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 18 0.02 6.96 1.74 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 19 0.02 6.91 1.64 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 20 0.02 6.87 1.63 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 21 0.02 6.82 1.63 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 22 0.02 6.77 1.63 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 23 0.02 6.71 1.63 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 24 0.03 6.67 1.62 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 25 0.03 6.62 1.60 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 26 0.03 6.57 1.59 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 27 0.03 6.51 1.59 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 28 0.03 6.47 1.59 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 29 0.03 6.42 1.59 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 30 0.03 6.37 1 1.59 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 31 0.03 6.31 1 1.59 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 1/39 Excel Engineering flowDu ration PassFailMitigated.TXT qOC qo 0 0,0 O\O 32 0.03 6.27 1.58 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 33 0.03 6.23 1.57 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 34 0.04 6.18 1.54 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 35 0.04 6.12 1.52 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 36 0.04 6.08 1.52 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 37 0.04 6.04 1.52 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 38 0.04 5.99 1.48 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 39 0.04 5.94 1.48 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 40 41 0.04 0.04 - 5.89 5.84 1.48 FALSE FALSE FALSE TRUE TRUE Pass- qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 1.48 FALSE 42 0.04 5.80 1.48 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 43 0.04 5.75 1.47 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 44 0.05 5.71 1.47 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 45 0.05 5.67 1.47 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 46 0.05 5.63 1.42 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 47 0.05 5.58 1.41 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 48 0.05 5.54 1.41 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 49 0.05 5.50 1.41 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 50 0.05 5.46 1.40 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 51 0.05 5.42 1.38 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 52 0.05 5.38 1.36 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 53 0.05 5.34 1.35 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 54 0.06 5.30 1.34 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 55 0.06 5.26 1.33 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 56 0.06 5.22 1.33 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 57 0.06 5.18 1.31 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 58 0.06 5.14 1.31 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 59 0.06 5.10 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 60 0.06 5.06 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 61 0.06 5.03 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 62 0.06 5.00 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 63 0.06 4.95 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 64 0.07 4.92 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 65 0.07 4.86 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 66 0.07 4.83 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 67 0.07 4.79 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 68 0.07 4.76 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 69 0.07 4.72 1.30 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 70 0.07 4.69 1.30 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 71 0.07 4.65 1.30 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 2/39 Excel Engineering flowDu ration PassFail Mitigated.TXT qO .4 Sb e\O A. 00.1- .01 /0 o\o 72 0.07 4.62 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 73 0.07 4.59 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 74 0.08 4.56 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 75 0.08 4.52 1.30 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 76 0.08 4.48 1.24 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 77 0.08 4.45 1.24 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 78 0.08 4.43 1.24 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 79 0.08 4.39 1.24 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 80 0.08 4.35 1.24 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 81 0.08 4.33 1.24 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 82 0.08 4.30 1.23 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 83 0.08 4.27 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 84 0.09 4.23 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 85 0.09 4.20 1.23 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 86 0.09 4.18 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 87 0.09 4.16 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 88 0.09 4.12 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 89 0.09 4.09 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 90 0.09 4.07 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 91 0.09 4.05 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 92 0.09 4.02 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 93 0.09 3.99 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 94 0.10 3.96 1.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 95 0.10 3.94 1.22 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 96 0.10 3.91 1.22 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 97 0.10 3.89 1.22 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 98 0.10 3.86 1.22 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 99 0.10 3.84 1.22 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 100 0.10 3.81 1.21 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 101 0.10 3.79 1.21 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 102 0.10 3.77 1.21 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 103 0.10 3.75 1.21 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 104 0.11 3.73 1.21 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 105 0.11 3.71 1.20 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 106 0.11 3.69 1.20 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 107 0.11 3.67 1.20 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 108 0.11 3.65 1.20 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 109 0.11 3.63 1.19 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 110 0.11 3.61 1.19 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 111 0.11 3.59 1.19 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 3/39 Excel Engineering flowDu ration Pass Fail M itigated.TXT qff .06 Ad 112 0.11 0.11 3.58 3.56 1.19 FALSE FALSE FALSE FALSE TRUE TRUE Pass- Qpost Below Flow Control Threshold Pass- Opost Below Flow Control Threshold 13 1.19 14 0.12 0.12 3.55 3.53 1.19 1.19 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 15 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 16 0.12 3.51 1.19 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 17 0.12 3.49 1.18 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 18 0.12 3.47 1.18 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 19 0.12 3.46 1.18 FALSE -- FALSE FALSE .TRUE TRUE TRUE .Pass- Qpost Below. Flow Control Threshold Qpost Below Flow -Control Threshold Pass- Qpost Below Flow Control Threshold ..?P. 121 0.12 0.12 3.44 1.17 FALSE 3.43 FALSE FALSE 122 0.12 3.41 1.14 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 123 0.12 3.40 ---1.18 1.14 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 124 0.13 3.38 1.14 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 125 0.13 3.36 1.14 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 126 0.13 3.35 1.13 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 127 0.13 3.29 1.12 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 128 129 -0.13 3.26 1.11 1.10 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 0.13 3.23 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 130 131 0.13 0.13 3.20 10 1.10 FALSE FALSE TRUE TRUE Pass :..Qpost Be!l Flow Control Threshold Pass- Qpost Below Flow Control Threshold 3.18 132 0.13 3.15 1.10 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 133 0.13 3.13 1.10 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 134 0.14 3.10 1.10 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 135 136 0.14 0.14 3.08 3.06 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold FALSE FALSE .FALSE - FALSE TRUE .Pass- Pass- Qpost Below Flow Control Threshold Qpost Below Flow Control Threshold .Pass- - ------------137 -------- - 0.14 138 0.14 3.01 1.09 TRUE TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 139 0.14 0.14 99_ .3 2.97 1.09 FALSE FALSE FALSE - FALSE TRUE Pass.Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 140 1.09 TRUE 141 0.14 2.95 1.09 .FALSE FALSE -FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 142 0.14 2.93 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 143 0.14 2.91 .1.10 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 144 0.15 2.89 .1 9---------- 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 145 0.15 2.87 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 146 0.15 2.86 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 147 0.15 2.84 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 148 0.15 2.82 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 149 0.15 2.80 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 150 0.15 2.79 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 151 0.15 2.78 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 4/39 Excel Engineering flowDu ration Pass Fail Mitigated.TXT .01 çe. 152 0.15 2.76 1.09 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 153 0.15 2.74 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 154 0.16 2.73 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 155 0.16 2.71 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 156 0.16 2.69 1.09 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 157 0.16 2.68 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 158 0.16 2.66 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 159 0.16 2.65 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 160 0.16 2.63 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 161 0.16 2.61 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 162 0.16 . 2.60 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 163 0.16 2.58 1.09 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 164 0.17 2.57 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 165 0.17 2.55 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 166 0.17 2.53 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 167 0.17 2.52 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 168 0.17 2.51 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 169 0.17 2.49 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 170 0.17 2.48 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 171 0.17 2.47 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 172 0.17 2.45 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 173 174 0.17 0.18 2.44 1.09 FALSE FALSE FALSE TRUE TRUE Pass- Opost Below F.!owControl Threshold Pass- Qpost Below Flow Control Threshold 2.42 1.09 FALSE 175 0.18 2.41 1.09 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 176 0.18 2.40 1.08 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 177 0.18 2.39 1.08 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 178 0.18 2.37 1.08 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 179 0.18. 2.36 1.08 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 180 0.18 2.35 1.08 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 181 0.18 2.33 1.08 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 182 183 0.18 0.18 2.32 1.08 1.08 -- FALSE FALSE FALSE TRUE TRUE Qpost Below Flow -Control Threshold Pass- Qpost Below Flow Control Threshold 2.30 FALSE 184 0.19 2.29 1.08 FALSE FALSE TRUE .Pass- Pass- Qpost Below Flow Control Threshold 185 0.19 2.27 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 186 0.19 2.26 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 187 0.19 2.25 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 188 0.19 2.23 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 189 0.19 1 2.22 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 190 0.19 1 2.21 1.07 1 FALSE FALSE TRUE 1 Pass- Qpost Below Flow Control Threshold 191 0.19 1 2.20 1.07 1 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 5/39 Excel Engineering flowDu ration PassFailMitigated.TXT NO 00 SP 0 e\e 192 0.19 2.19 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 193 0.19 2.17 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 194 0.20 2.16 1.07 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 195 0.20 2.15 1.07 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 196 0.20 2.13 1.06 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 197 0.20 2.12 1.05 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 198. 0.20 0.20 -2.11 - 2.09 1.04 FALSE FALSE FALSE FALSE TRUE - TRUE Pass- Opost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 199 1.04 200 0.20 2.08 1.03 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 201 0.20 2.07 1.03 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 202 0.20 2.05 1.03 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 203 0.20 2.04 1.02 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 204 0.21 2.03 1.02 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 205 0.21 2.02 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 206 0.21 2.00 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 207 0.21 1.99 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 208 0.21 1.98 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 209 0.21 0.21 1.97 1.01 FALSE FALSE FALSE T - RUE TRUE Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 210 1.95 1.01 FALSE 211 0.21 1.94 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 212 0.21 1.93 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 213 0.21 1.92 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 214 0.22 1.91 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 215 0.22 1.90 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 216 0.22 1.89 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 217 0.22 1.88 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold -218 0.22 1.87 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 219 0.22 1.86 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 220 0.22 1.85 1.01 FALSE FALSE TRUE .Pass- Pass- Qpost Below Flow Control Threshold 221 0.22 1.84 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 222 0.22 1.83 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 223 0.22 1.82 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 224 225 226 0.23 0.23 0.23 1.81 1.01 FALSE FALSE FALSE FALSE TRUE - TRUE Pass- Qpost Below Flow Control Threshold Pass- QpostBelowFlow Control Threshold ______ Pass- QpostBelowFlow Control Threshold 1.80 1.01 - FALSE.TRUE FALSE 1.79 1.01 227 0.23 1.78 1.01 FALSE FALSE TRUE Pass-QpostBelowFlow ControlThreshold 228 0.23 1.77 1.01 FALSE FALSE TRUE Pass-QpostBelowFlow ControlThreshold 229 0.23 1.76 1.01 FALSE FALSE TRUE Pass-QpostBelowFlow ControlThreshold 230 0.23 11.75 .1.01 FALSE FALSE TRUE Pass-QpostBelowFlow ControlThreshold 231 1 0.23 1 1.74 1.01 FALSE FALSE TRUE Pass-QpostBelowFlow ControlThreshold 11/3/2015 9:28 AM 6/39 Excel Engineering fl owDu ration Pass Fail M itigated.TXT Jb A. o\o b 40 Sp 0,q 232 0.23 1.73 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 233 0.23 1.72 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 234 0.24 1.71 1.01 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 235 0.24 1.70 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 236 0.24 1.69 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 237 0.24 1.68 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 238 0.24 1.67 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 239 0.24 1.67 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 240 0.24 1.66 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 241 0.24 1.65 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 242 0.24 1.64 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 243 0.24 1.63 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 244 0.25 1.62 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 245 0.25 1.61 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 246 0.25 1.60 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 247 0.25 1.59 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 248 0.25 1.59 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 249 0.25 1.58 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 250 0.25 1.57 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 251 0.25 1.56 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 252 0.25 1.55 1.00 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 253 0.25 1.54 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 254 0.26 1.54 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 255 0.26 1.53 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 256 0.26 1.52 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 257 0.26 1.51 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 258 0.26 1.50 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 259 0.26 1.50 0.99 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 260 0.26 1.49 0.98 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 261 0.26 1.48 0.98 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 262 0.26 1.47 0.97 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 263 0.26 1.47 0.97 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 264 0.27 1.46 0.97 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 265 0.27 1.45 0.97 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 266 0.27 1.44 0.96 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 267 0.27 1.44 0.96 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 268 0.27 1.43 0.96 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 269 0.27 1.42 0.96 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 270 1 0.27 1.41 0.96 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 271 1 0.27 1.41 0.96 FALSE FALSE TRUE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 7/39 Excel Engineering flowDu ration PassFailMitigated.TXT 00 qoc,Ad 0\0 272 0.27 1.40 0.95 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 273 0.27 1.40 0.94 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 274 0.28 1.39 0.94 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 275 0.28 1.38 0.93 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 276 0.28 1.37 0.92 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 277 0.28 1.37 0.91 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 278 0.28 1.36 0.91 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 279 0.28 1.35 0.90 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 280 0.28 1.35 0.89 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 281 0.28 1.34 0.88 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 282 0.28 1.33 0.87 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 283 0.28 1.33 0.86 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 284 0.29 1.32 0.86 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 285 0.29 1.32 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 286 0.29 1.31 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 287 0.29 1.30 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 288 0.29 1.30 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 289 0.29 1.29 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 290 0.29 1.29 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 291 0.29 1.28 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 292 0.29 1.27 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 293 0.29 1.27 0.85 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 294 0.30 1.26 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 295 0.30 1.25 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 296 0.30 1.25 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 297 0.30 1.24 0.84 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 298 0.30 1.23 0.84 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 299 0.30 1.23 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 300 0.30 1.22 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 301 0.30 1.21 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 302 0.30 1.20 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 303 0.30 1.20 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 304 0.31 1.19 0.84 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 305 0.31 1.19 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 306 0.31 1.18 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 307 0.31 1.18 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 308 0.31 1.17 0.84 1 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 309 0.31 1.17 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 310 0.31 1 1.16 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 311 0.31 1 1.15 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 8/39 Excel Engineering flowDu ration Pass Fail M itigated.TXT çjb o\o b o\o SP 312 0.31 1.15 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 313 0.31 1.14 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 314 0.32 1.14 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 315 0.32 1.13 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 316 0.32 1.13 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 317 0.32 1.12 0.84 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 318 0.32 1.12 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 319 0.32 1.11 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 320 0.32 1.10 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 321 0.32 1.10 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 322 0.32 1.09 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 323 0.32 1.09 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 324 0.33 1.08 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 325 0.33 1.08 0.84 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 326 327 0.33 0.33 1.07 0.84 0.84 FALSE FALSE TRUE TRUE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 1.07 FALSE FALSE 328 0.33 1.06 0.83 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 329 0.33 0.33 1.05 - 1.05 0.83 FALSE FALSE FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold .Pass- Below Flow Control Threshold Qpost Pass- Qpost Below Flow Control Threshold 330 331 0.83 0.83 FALSE FALSE TRUE TRUE 0.33 1.04 332 0.33 1.04 0.83 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 333 334 0.33 1.03 1.03 0.83 0.83 FALSE FALSE FALSE FALSE TRUE TRUE Pass- Opost Below Flow Control Threshold 0.34 Pass- Qpost Below Flow Control Threshold 335 0.34 1.02 0.83 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 336 0.34 1.01 - 1.02 0.83 0.83 FALSE FALSE FALSE FALSE TRUE TRUE _Qpost Below Flow Control Threshold 337 0.34 Pass- Qpost Below Flow Control Threshold 338 0.34 1.00 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 339 0.34 1.00 0.82 FALSE FALSE TRUE .Pass- Pass- Qpost Below Flow Control Threshold 340 0.34 1.00 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 341 0.34 0.99 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 342 0.34 0.98 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 343 0.34 0.98 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 344 0.35 0.97 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 345 0.35 0.97 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 346 0.35 0.96 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 347 0.35 0.96 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 348 0.35 0.95 0.82 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 349 1 0.35 0.95 0.81 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 350 1 0.35 0.94 1 0.81 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 351 1 0.35 0.94 1 0.81 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 9/39 Excel Engineering flowDu ration PassFailMitigated.TXT ICIAO Ida 41, e\e 352 0.35 0.93 0.81 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 353 0.35 0.93 0.80 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 354 0.36 0.92 0.80 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 355 0.36 0.92 0.80 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 356 0.36 0.91 0.80 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 357 0.36 0.91 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 358 0.36 0.90 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 359 0.36 0.90 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 360 0.36 0.90 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 361 0.36 0.89 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 362 0.36 0.89 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 363 0.36 0.88 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 364 0.37 0.88 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 365 0.37 0.88 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 366 0.37 0.87 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 367 0.37 0.87 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 368 0.37 0.87 0.79 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 369 0.37 0.86 0.79 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 370 0.37 0.86 0.79 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 371 0.37 0.85 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 372 0.37 0.85 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 373 0.37 0.84 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 374 0.38 0.84 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 375 0.38 0.84 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 376 0.38 0.83 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 377 0.38 0.83 0.78 FALSE TRUE FALSE Pass- Opost Below Flow Control Threshold 378 0.38 0.83 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 379 0.38 0.82 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 380 0.38 0.82 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 381 0.38 0.81 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 382 0.38 0.81 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 383 0.38 0.80 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 384 0.39 0.80 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 385 0.39 0.80 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 386 0.39 0.79 - 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 387 0.39 0.79 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 388 0.39 0.79 0.78 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 389 0.39 0.78 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 390 1 0.39 0.78 1 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 391 1 0.39 0.77 1 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 10/39 Excel Engineering flowDu ration PassFail M itigated.TXT Jb qO ob o\o .10 00 SP 0\00 SP 41 Ad 392 0.39 0.77 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 393 0.39 0.77 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 394 0.40 0.76 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 395 0.40 0.76 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 396 0.40 0.75 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 397 0.40 0.75 0.78 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 398 0.40 0.75 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 399 0.40 0.74 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 400 0.40 0.74 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 401 0.40 0.74 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 402 0.40 0.73 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 403 0.40 0.73 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 404 0.41 0.73 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 405 0.41 0.72 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 406 0.41 0.72 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 407 0.41 0.72 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 408 0.41 0.71 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 409 0.41 0.71 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 410 0.41 0.71 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 411 0.41 0.71 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 412 0.41 0.71 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 413 0.41 0.70 0.78 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 414 0.42 0.70 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 415 0.42 0.70 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 416 0.42 0.70 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 417 0.42 0.69 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 418 0.42 0.69 0.77 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 419 0.42 0.69 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 420 0.42 0.68 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 421 0.42 0.68 0.77 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 422 0.42 0.68 0.77 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 423 0.42 0.68 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 424 0.43 0.67 0.77 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 425 0.43 0.67 0.76 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 426 0.43 0.67 0.76 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 427 0.43 0.67 0.76 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 428 0.43 1 0.66 1 0.76 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 429 0.43 0.66 0.76 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 430 0.43 0.66 0.76 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 431 0.43 0.66 0.75 TRUE I FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 11/39 Excel Engineering flowDu ration PassFail M itigated.TXT qO me Q o\o Re e\O a 432 0.43 0.65 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 433 0.43 0.65 0.75 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 434 0.44 0.65 0.75 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 435 0.44 0.65 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 436 0.44 0.64 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 437 0.44 0.64 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 438 0.44 0.64 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 439 0.44 0.64 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 440 0.44 0.63 0.63 ...........0.75 0.75 TRUE FALSE FALSE FALSE Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 441 0. 44 442 0.44 0.63 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold . Pass- - 443 0.44 0.63 0.62 .0.75 0.75 .TRUE TRUE FALSE FALSE FALSE Pass- .Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 444 0.45 FALSE 445 0.45 0.62 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 446 0.45 0.62 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 447 0.45 0.62 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 448 0.45 0.62 0.75 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 449 0.45 0.61 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 450 0.45 0.61 0.75 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 451 0.45 0.61 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 452 0.45 0.61 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 453 0.45 0.61 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 454 0.46 0.61 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 455 0.46 0.60 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 456 0.46 0.60 0.74 -TRUE TRUE FALSE .FALSE FALSE Pass- Opost Below Flow Control Threshold 457 - 0.46 0.60 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 458 0.46 0.60 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 459 0.46 0.60 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 460 0.46 0.59 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 461 0.46 0.59 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 462 0.46 0.59 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 463 0.46 0.59 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 464 0.47 0.58 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 465 0.47 0.58 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 466 0.47 0.58 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 467 0.47 0.58 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 468 0.47 0.58 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 469 0.47 0.58 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 470 0.47 0.57 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 471 0.47 0.57 0.74 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold . 11/3/2015 9:28 AM 12/39 Excel Engineering flowDu ration Pass Fail M itigated.TXT qv A0 00 A0 qO 40 ,.~ 472 0.47 0.57 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 473 0.47 0.57 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 474 0.48 0.56 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 475 0.48 0.56 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 476 0.48 0.56 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 477 0.48 0.56 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 478 0.48 0.56 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 479 0.48 0.55 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 480 0.48 0.55 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 481 0.48 0.55 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 482 0.48 0.55 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 483 0.48 0.55 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 484 0.49 0.54 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 485 0.49 0.54 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 486 0.49 0.54 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 487 0.49 0.54 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 488 0.49 0.54 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 489 0.49 0.53 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 490 0.49 0.53 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 491 0.49 0.53 0.74 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 492 0.49 0.53 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 493 0.49 0.53 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 494 0.50 0.53 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 495 0.50 0.52 0.74 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 496 0.50 0.52 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 497 0.50 0.52 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 498 0.50 0.52 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 499 0.50 0.52 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 500 0.50 0.52 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 501 0.50 0.51 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 502 0.50 0.51 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 503 0.50 0.51 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 504 0.51 0.51 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 505 0.51 0.51 0.73 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 506 0.51 0.51 0.72 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 507 0.51 0.51 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 508 0.51 0.51 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 509 0.51 0.50 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 510 0.51 0.50 1 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 511 0.51 0.50 1 0.72 1 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM - 13/39 Excel Engineering flowDu ration PassFail Mitigated.TXT o\ 450 e\O qi 512 0.51 0.50 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 513 0.51 0.50 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 514 0.52 0.50 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 515 0.52 0.50 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 516 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 517 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 518 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 519 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 520 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 521 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 522 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 523 0.52 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 524 0.53 0.49 0.72 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 525 0.53 0.48 0.71 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 526 0.53 0.48 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 527 0.53 0.48 0.71 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 528 0.53 0.48 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 529 0.53 0.48 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 530 0.53 0.48 0.71 TRUE TRUE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 531 0.53 0.47 FALSE 532 0.53 0.47 .0.71 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 533 0.53 0.47 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 534 0.54 0.47 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 535 0.54 - 0.47 0.71 TRUE TRUE FALSE FALSE FALSE FALSE .Pass- Qpost Below Flow Control Threshold Pass- Opost Below Flow Control Threshold 536 054 0.47 0.71 537 0.54 0.46 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 538 0.54 0.46 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 539 0.54 0.46 - 0.71 TRUE TRUE• FALSE FALSE FALSE FALSE Qpost Below Flow Control Threshold Pass- Opost Below Flow Control Threshold - Pass- - 540 0.54 0.46 0.71 541 0.54 0.46 0.71 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 542 0.54 0.46 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 543 0.54 0.46 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 544 0.55 0.46 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 545 0.55 0.45 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 546 0.55 0.45 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 547 0.55 0.45 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 548 0.55 0.45 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 549 0.55 1 0.45 0.71 1 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 550 - 0.55 1 0.45 0.71 1 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 551 0.55 1 0.45 0.71 1 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 14/39 Excel Engineering flowDu ration passFailMitigated.TXT 100 9 CP 04 01 o\O 552 0.55 0.45 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 553 0.55 0.44 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 554 0.56 0.44 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 555 0.56 0.44 0.71 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 556 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 557 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 558 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 559 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 560 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 561 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 562 0.56 0.44 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 563 0.56 0.43 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 564 0.57 0.43 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 565 0.57 0.43 0.70 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 566 0.57 0.43 0.70 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 567 0.57 0.43 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 568 0.57 0.43 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 569 0.57 0.43 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 570 0.57 0.42 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 571 0.57 0.42 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 572 0.57 0.42 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 573 0.57 0.42 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 574 0.58 0.42 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 575 0.58 0.42 0.69 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 576 0.58 0.42 0.69 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 577 0.58 0.42 0.68 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 578 0.58 0.42 0.68 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 579 0.58 0.42 0.68 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 580 0.58 0.42 0.67 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 581 0.58 0.41 0.67 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 582 0.58 0.41 0.67 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 583 0.58 0.41 0.66 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 584 0.59 0.41 0.66 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 585 0.59 0.41 0.66 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 586 0.59 0.41 0.65 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 587 0.59 0.41 0.65 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 588 0.59 0.41 0.65 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 589 0.59 0.41 0.65 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 590 0.59 0.41 0.65 TRUE FALSE FALSE I Pass- Opost Below Flow Control Threshold 591 0.59 0.40 0.65 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 15/39 Excel Engineering flowDu ration Pass FailMitigated.TXT qO Jb 4' 4.0 592 0.59 0.40 0.64 0.64 TRUE TRUE LSE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 593 0.59 0.40 Pass- Qpost Below Flow Control Threshold 594 0.60 0.40 0.40 0.64 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 595 0.60 TRUE FALSE FALSE 596 0.60 0.40 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 597 598 0.60 0.40 0.64_ TRUE TRUE LSE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 0.60 0.40 0.64 599 0.60 0.40 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 600 0.60 0.39 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 601 0.60 0.39 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 602 0.60 0.39 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 603 0.60 0.39 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 604 0.61 0.39 0.64 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 605 606 0.61 0.61 0.39 0.39 0.64 0.62 TRUE TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold FALSE FALSE Pass- Qpost Below Flow Control Threshold 607 0.61 0.39 0.62 TRUE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 608 609 610 0.61 0.61 0.39 0.39 0.62 0.62 TRUE FALSE TRUE TRUE FALSE FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold - 0.61 0.38 0.62 -FALSE Pass- Qpost Below FlowControl Threshold Pass- Qpost Below Flow Control Threshold 611 0.61 0.38 0.62 TRUE FALSE 612 0.61 0.38 0.62 TRUE TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 613 0.61 0.38 0.62 FALSE FALSE Pass- Qpost Below Flow Control Threshold 614 0.62 0.38 062 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 615 616 0.62 0.62 0 .38 0.38 0.62 0.62 TRUE TRUE FALSE FALSE FALSE 617 0.62 0.38 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 618 0.62 0.38 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 619 620 0.62 0.38 0.62 0.62 TRUE TRUE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 0.62 0.37 FALSE 621 0.62 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 622 0.62 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 623 0.62 0.37 0.62 -TRUE TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 624 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 625 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 626 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 627 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 628 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 629 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 630 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 631 0.63 0.37 0.62 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 11/3/2015 9:28 AM 16/39 Excel Engineering flowDu ration PassFailMitigated.TXT Al 1\O qçfO\O 0001-1 0\04-11 4'Q 632 0.63 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 633 0.63 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 634 0.4 0.36 0.62 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 635 0.64 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 636 0.64 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 637 0.64 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 638 0.64 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 639 0.64 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 640 0.64 0.36 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 641 0.64 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 642 0.64 0.35 0.62 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 643 0.64 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 644 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 645 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 646 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 647 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 648 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 649 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 650 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 651 0.65 0.35 0.62 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 652 0.65 0.35 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 653 0.65 0.34 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 654 0.66 0.34 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 655 0.66 0.34 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 656 0.66 0.34 0.61 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 657 0.66 0.34 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 658 0.66 0.34 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 659 0.66 0.34 0.61 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 660 0.66 0.34 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 661 0.66 0.34 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 662 0.66 0.34 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 663 0.66 0.34 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 664 0.67 0.34 0.60 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 665 0.67 0.33 0.60 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 666 0.67 0.33 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 667 0.67 0.33 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 668 0.67 0.33 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 669 0.67 0.33 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 670 1 0.67 1 0.33 0.60 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 671 1 0.67 1 0.33 0.60 TRUE - FALSE FALSE I Pass- Opost Below Flow Control Threshold 11/3/2015 9:28 AM 17/39 Excel Engineering flowDu ration Pass FailMitigated.TXT qO 673 b IQ 0.0. q b SP 0 FALSE FALSE FALSE FALSE 0\01 672 0.67 0.67 0.33 0.33 0.60 0.60 TRUE TRUE Flow Control Threshold Pass- Qpost Below Flow Control Threshold . Pass-QpostBelow - 674 675 0.68 0.68 -0.33 0.60 0.60 TRUE TRUE .FALSE FALSE FALSE Pass- Qpos.Be!ow Flow Control Threshold Pass-OpostBelowFlow Control Threshold 0.33 FALSE 676 0.68 0.33 0.60 TRUE FALSE FALSE Pass-QpostBelowFlow ControlThreshold 677 0.68 0.32 0.60 TRUE FALSE FALSE Pass-QpostBelowFlow ControlThreshold 678 0.68 0.32 0.60 TRUE FALSE FALSE Pass-QpostBelow Flow ControlThreshold 679 680 681 0.68 0.68 0.32 0.60 TRUE FALSE FALSE FALSE FALSE Flow ControlThreshold - ........0.32 0.60 0.60 .RUE TRUE FALSE -Pass- Qpost Below Flow Control Threshold Pass- QpostBelowFlow Control Threshold 0.68 0.32 682 0.68 0.32 0.60 TRUE ._LSE FALSE FALSE Pass- OpostBelowFlow Control Threshold 683 0.68 0.32 0.60 TRUE FALSE FALSE Qpost .Be!ow..F!ow.çntrol .Th!eShold. Pass- QpostBelowFlow Control Threshold 684 685 686 0.69 0.69 0.32 0.60 TRUEL._ FALSE . FALSE FALSE FALSE FALSE 0.32 0.60 TRUE FALSE FALSE FALSE FALSE FALSE - Pass- QpostBelow Flow Control Threshold 0.69 0.69 0.32 0.31 0.60 0.60 TRUE .Pas--QpostBelow -Pass- Pa9tB Flow ControlThreshold Pass..p! Bei&W Flow co!.Thresh0Id. Pass- Qpost Below Flow coi1!Th.resh0!d. Pass- Qpost Below Flow 9oiro!.Th.!eh0ld Pass- QpostBelowFlow Control Threshold 687 688 689 690 0.69 0.69 0.31 0.60 0.60 TRUE FALSE FALSE 0.31 0.69 0.69 0.31 0.31 0.60 0.60 FALSE FALSE FALSE 691 TRUE FALSE FALSE Pass- QpostBelowFlow Control Threshold Pass- QpostBelowFlow Control Threshold 692 0.69 0.31 0.60 TRUE FALSE 693 0.69 0.31 0.60 -TRUE TRUE FALSE FALSE Pass- QpostBelowFlow Control Threshold 694 695 0.70 0.31 0.60 FALSE . FALSE FALSE Pass- QpostBelow Flow Control Threshold 0.70 0.31 0.60 TRUE FALSE Pass- QpostBelow Flow Control Threshold -.696 697 698 699 0.70 0.70 0.31 0.31 _0.60 0.60 0.59 .TRUE .TRUE ._jRyE TRUE TRUE FALSE FALSE FALSE FALSE FALSE FALSE Pass- Qpost Below Flow c.ont!o.Thresho!d . Pass- Qpost Below Flow Control Pass- Qpost Below Flow .Control Threshold Pass- Opost Below Flow Control Threshold 0.70 0.31 - 0.31 FALSE FALSE 0.70 0.59 TRUE 790 701 0.30 ____ . 0.59 TRUE TRUE FALSE FALSE FALSE .9pBelow Flow Co1.ntrol Pass- Qpost Below Flow Control Threshold 0.70 0.30 FALSE 704 0.71 0.30 0.59 .IRUE TRUE TRUE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 0.30 0.59 FALSE FALSE 0.71 0.30 0.59 TRUE FALSE 705 0.71 0.30 0.59 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 706 .0.70 0.71 0.30 0.59 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 707 70..0.70 0.71 0.30 0.58 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 708 0.71 0.30 0.58 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 709 0.71 0.30 0.57 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 710 0.71 0.30 0.57 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 711 0.71 0.30 0.57 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 18/39 Excel Engineering flowDu ration PassFailMitigated.TXT 4 ,e 0 00 Aa Re 0010 e\o 712 0.71 0.30 0.57 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 713 0.72 0.30 0.57 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 714 0.72 0.29 0.57 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 715 0.72 0.29 0.57 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 716 0.72 0.29 0.57 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 717 0.72 0.29 0.54 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 718 0.72 0.29 0.54 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 719 0.72 0.29 0.53 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 720 0.72 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 721 0.72 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 722 0.72 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 723 0.73 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 724 0.73 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 725 0.73 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 726 0.73 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 727 0.73 0.29 0.53 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 728 0.73 0.28 0.51 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 729 0.73 0.28 0.50 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 730 0.73 0.28 0.50 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 731 0.73 0.28 0.49 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 732 0.74 0.28 0.49 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 733 0.74 0.28 0.47 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 734 0.74 0.28 0.45 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 735 0.74 0.28 0.44 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 736 0.74 0.28 0.44 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 737 0.74 0.28 0.44 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 738 0.74 0.28 0.44 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 739 0.74 0.28 0.43 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 740 0.74 0.28 0.42 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 741 0.74 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 742 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 743 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 744 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 745 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 746 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 747 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 748 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 749 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 750 1 0.75 0.27 0.41 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 751 1 0.75 0.27 0.41 TRUE FALSE FALSE I Pass- Qpost Below Flow Control Threshold 11/3/2015 9:28 AM 19/39 Excel Engineering flowDu ration PassFailMitigatèd.TXT o\ Idbl 00.1 00 0001-11 Ad Re o\e 'ft IQ 752 0.76 0.26 0.40 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 753 0.76 0.26 0.40 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 754 0.76 0.26 0.40 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 755 0.76 0.26 0.40 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 756 0.76 0.26 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 757 0.76 0.26 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 758 0.76 0.26 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 759 0.76 0.26 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 760 0.76 0.26 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 761 0.76 0.26 0.31 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 762 0.77 0.26 0.31 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 763 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 764 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 765 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 766 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 767 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 768 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 769 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 770 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 771 0.77 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 772 0.78 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 773 0.78 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 774 0.78 0.25 0.31 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 775 0.78 0.25 0.31 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 776 0.78 0.25 0.31 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 777 0.78 0.25 0.31 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 778 0.78 0.24 0.30 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 779 0.78 0.24 0.30 TRUE FALSE FALSE Pass- Opost Below Flow Control Threshold 780 0.78 0.24 0.30 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 781 0.78 0.24 0.30 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 782 0.79 0.24 0.30 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 783 0.79 0.24 0.30 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 784 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 785 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 786 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 787 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 788 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 789 1 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 790 1 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 791 1 0.79 0.24 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 20/39 ;sFailMitigated.TXT I I I I I -1 I I I r I I n I n Il I I n n I n n n n n n n n n n n n n n n n 11/3/2015 9:28 AM 21/39 Excel Engineering flowDu ration PassFailMitigated.TXT qO 401 005-- 00 : 832 0.84 0.22 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 833 0.84 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 834 0.84 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 835 0.84 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration c Pre Duration 836 0.84 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 837 0.84 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 838 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 839 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 840 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 841 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 842 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 843 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 844 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 845 0.85 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 846 0.86 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 847 0.86 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 848 0.86 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 849 0.86 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 850 0.86 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 851 0.86 0.21 0.29 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 852 0.86 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 853 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 854 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 855 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 856 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 857 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 858 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 859 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 860 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 861 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 862 0.87 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 863 0.88 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 864 0.88 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 865 0.88 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 866 0.88 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 867 0.88 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 868 0.88 0.20 0.28 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 869 0.88 0.20 0.27 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 870 0.88 0.20 1 0.27 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration 871 0.89 0.19 1 0.27 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 22/39 Excel Engineering flowDu ration passFailMitigated.TXT NO CP JOI 00 4'q 872 0.89 0.19 0.27 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 873 0.89 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 874 0.89 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 875 0.89 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 876 0.89 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 877 0.89 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 878 0.89 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 879 0.90 0.19 0.26 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 880 0.90 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 881 0.90 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 882 0.90 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 883 0.90 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 884 0.90 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 885 0.90 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 886 0.91 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 887 0.91 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 888 0.91 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 889 0.91 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 890 0.91 0.19 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 891 0.91 0.19 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 892 0.91 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 893 0.91 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 894 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 895 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 896 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 897 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 898 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 899 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 900 0.92 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 901 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 902 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 903 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 904 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 905 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 906 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 907 0.93 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 908 0.94 0.18 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 909 0.94 1 0.18 0.24 1 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 910 0.94 1 0.18 0.24 1 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 911 0.94 1 0.18 0.24 1 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 23/39 Excel Engineering flowDu ration PassFailMitigated.TXT qO me qO'.01 Ilb 00041 00-01~~ q o\o 912 0.94 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 913 0.94 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 914 0.94 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 915 0.94 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 916 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 917 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 918 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 919 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 920 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 921 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 922 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 923 0.95 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 924 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 925 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 926 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 927 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 928 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 929 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 930 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 931 0.96 0.17 0.24 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 932 0.97 0.17 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TRUE FALSE FALSE Pass: Post Duration < Pre Duration 947 0.98 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 948 0.98 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 949 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 950 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 951 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 24/39 Excel Engineering flowDu ration Pass Fail M itigated.TXT q 00 o\o 952 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 953 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 954 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 955 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 956 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 957 0.99 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 958 1.00 0.16 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 959 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0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 974 1.02 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 975 1.02 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 976 1.02 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 977 1.02 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 978 1.02 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 979 1.02 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 980 1.03 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 981 1.03 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 982 1.03 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 983 1.03 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 984 1.03 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 985 1.03 - 0.15 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 986 1.03 0.15 0.22 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 987 1.03 0.15 0.22 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 988 1.04 0.15 0.22 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 989 1.04 0.15 0.22 1 TRUE FALSE FALSE Pass: Post Duration < Pie Duration 990 1.04 0.15 0.22 1 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 991 1 1.04 1 0.14 1 0.22 1 TRUE - FALSE FALSE I Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 25/39 Excel Engineering flowDu ration PassFailMitigated.TXT qo Ao 0\0 00 00 çQ 00 0 o\e 992 1.04 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 993 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 994 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 995 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 996 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 997 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 998 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 999 1.05 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1000 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1001 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1002 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1003 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1004 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1005 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1006 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1007 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1008 1.06 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1009 1.07 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1010 1.07 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1011 1.07 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1012 1.07 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1013 1.07 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1014 1.07 0.14 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1015 1.07 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1016 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1017 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1018 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1019 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1020 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1021 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1022 1.08 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1023 1.09 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1024 1.09 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1025 1.09 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1026 1.09 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1027 1.10 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1028 1.10 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1029 1.10 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1030 1.10 0.13 1 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1031 1.10 0.13 1 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 26/39 Excel Engineering flowDu ration PassFail Mitigated.TXT OP 4'q Ilp 1032 1.10 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1033 1.10 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1034 1.11 0.13 0.22 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1035 1.11 0.13 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1036 1.11 0.13 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1037 1.11 0.13 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1038 1.11 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1039 1.11 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration 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Duration < Pre Duration 1054 1.14 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1055 1.14 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1056 1.14 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1057 1.14 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1058 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1059 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1060 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1061 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1062 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1063 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1064 1.15 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1065 1.16 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1066 1.16 0.12 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1067 1.16 0.11 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1068 1.16 0.11 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1069 1 1.16 1 0.11 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1070 1.16 0.11 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1071 1.16 0.11 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 27/39 Excel Engineering flowDu ration Pass FailMitigated.TXT 1 Gb &lb oci_o, Iq SO 1-11 o\O 1072 1.17 0.11 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1073 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1074 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1075 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1076 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1077 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1078 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1079 1.17 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1080 1.18 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1081 1.18 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1082 1.18 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1083 1.18 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1084 1.18 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1085 1.18 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1086 1.19 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1087 1.19 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1088 1.19 0.11 0.20 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1089 1.19 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1090 1.19 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1091 1.19 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1092 1.20 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1093 1.20 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1094 1.20 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1095 1.20 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1096 1.20 0.11 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1097 1.20 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1098 1.20 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1099 1.20 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1100 1.20 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1101 1.21 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1102 1.21 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1103 1.21 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1104 1.21 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1105 1.21 0.10 0.19 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1106 1.22 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1107 1.22 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1108 1.22 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1109 1.23 0.10 0.18 1 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1110 1.23 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1111 1.23 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 28/39 Excel Engineering flowDu ration PassFa il M itigated.TXT q0 qç/O\ Ad Ad 0' .01 e. e\o 1112 1.23 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1113 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1114 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1115 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1116 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1117 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1118 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1119 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1120 1.24 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1121 1.25 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1122 1.25 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1123 1.25 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1124 1.25 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1125 1.25 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1126 1.26 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1127 1.26 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1128 1.26 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1129 1.26 0.10 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1130 1.26 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1131 1.26 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1132 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1133 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1134 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1135 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1136 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1137 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1138 1.27 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1139 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1140 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1141 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1142 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1143 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1144 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1145 1.28 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1146 1.29 0.09 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1147 1.29 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1148 1.29 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1149 1.29 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1150 1.29 0.09 0.17 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration _1151 _1.30 0.09 0.17 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 29/39 Excel Engineering flowDu ration PassFa il M itigated.TXT qO çQ q 1152 1.30 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1153 1.30 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1154 1.30 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1155 1.30 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1156 1.30 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1157 1.30 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1158 1.31 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1159 1.31 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1160 1.31 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1161 1.31 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1162 1.32 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1163 1.32 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1164 1.32 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1165 1.32 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1166 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1167 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1168 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1169 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1170 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1171 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1172 1.33 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1173 1.34 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1174 1.34 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1175 1.34 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1176 1.34 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1177 1.34 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1178 1.34 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1179 1.35 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1180 1.35 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1181 1.35 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1182 1.36 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1183 1.36 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1184 1.36 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 185 1.36 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 186 1.37 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 187 1.37 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 188 138 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 189 1.38 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 190 1.38 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration - 191 _1.38 0.08 0.17 TRUE FALSE I FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 30/39 Excel Engineering flowDu ration Pass FailMitigated.TXT .1010 Sb o\o Sb o\o 4' çb e\o 1192 1.38 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1193 1.38 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1194 1.38 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1195 1.38 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1196 1.39 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1197 1.39 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1198 1.39 0.08 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1199 1.39 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1200 1.39 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1201 1.39 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1202 1.40 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1203 1.40 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1204 1.40 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1205 1.40 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1206 1.41 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1207 1.41 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1208 1.41 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1209 1.41 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1210 1.42 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1211 1.42 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1212 1.42 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1213 1.42 0.07 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1214 1.43 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1215 1.43 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1216 1.43 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1217 143 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1218 .44 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1219 1.44 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1220 1.44 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1221 1.45 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1222 1.45 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1223 1.45 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1224 1.45 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1225 1.45 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1226 1.45 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1227 1.46 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1228 1.46 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1229 1.46 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1230 1.46 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1231 1.46 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 31/39 Excel Engineering flowDu ration Pass FailMitigated.TXT Cp ,' 4009 0 4'q e\O0 9 e 1232 1.46 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1233 1.47 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1234 1.47 0.07 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1235 1.48 0.07 0.15 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1236 1.48 0.07 0.15 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1237 1.48 0.06 0.15 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1238 1.48 0.06 0.15 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1239 1.49 0.06 0.15 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1240 1.49 0.06 0.14 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1241 1.50 0.06 0.13 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1242 1.50 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1243 1.50 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1244 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1245 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1246 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1247 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1248 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1249 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1250 1.51 0.06 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1251 1.52 0.06 0.11 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1252 1.52 0.06 0.11 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1253 1.52 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1254 1.52 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1255 1.52 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1256 1.52 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1257 1.53 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1258 1.53 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1259 1.54 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1260 1.54 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1261 1.54 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1262 1.55 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1263 1.55 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1264 1.55 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1265 1.56 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1266 1.56 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1267 1.56 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1268 1.57 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1269 1.57 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1270 1.57 0.06 0.10 TRUE FALSE FALSE 1 Pass: Post Duration < Pre Duration 1271 1.57 0.06 0.10 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 32/39 Excel Engineering flowDu ration Pass Fail Mitigated.TXT Jb Cr Ad e\o 1272 1.57 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1273 1.58 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1274 1.58 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1275 1.58 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1276 1.58 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1277 1.59 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1278 1.59 0.05 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1279 1.59 0.05 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1280 1.59 0.05 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1281 1.60 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1282 1.60 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1283 1.60 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1284 1.60 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1285 1.61 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1286 1.62 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1287 1.62 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1288 1.62 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1289 1.62 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1290 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1291 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1292 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1293 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1294 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1295 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1296 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1297 1.63 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1298 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1299 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1300 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1301 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1302 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1303 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1304 1.64 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1305 1.65 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1306 1.65 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1307 1.65 0.05 0.09 TRUE FALSE Pass: Post Duration < Pre Duration 1308 1.65 0.05 0.09 TRUE FALSE Pass: Post Duration < Pre Duration 1309 1.66 0.05 0.09 TRUE UFALSE FALSE Pass: Post Duration < Pre Duration 1310 1.66 0.05 0.09 TRUE FALSE Pass: Post Duration < Pre Duration 1311 1.66 0.05 0.09 TRUE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 33/39 o\O LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration LSE Pass: Post Duration < Pre Duration 34/39 Excel Engineering flowDu ration PassFa il M itigated.TXT Excel Engineering flowDu ration PassFail M itigated.TXT IR A. dbl ,O\O Ad f6l- SDI c. 00 IV 1352 1.80 0.04 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1.86 0.03 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1367 1.87 0.03 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1368 1.87 0.03 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1369 1.87 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1370 1.88 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1371 1.88 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1372 1.88 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1373 1.89 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1374 1.89 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1375 1.90 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1376 1.90 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1377 1.91 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1378 1.91 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1379 1.92 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1380 1.92 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1381 1.92 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1382 1.92 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1383 1.93 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1384 1.93 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1385 1.94 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1386 1.94 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1387 1.95 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1388 1.95 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1389 1.95 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1390 1.96 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1391 1.97 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 35/39 Excel Engineering flowDu ration PassFailMitigated.TXT Al evo 00 041 450- 4'q O\O I 1392 1.97 0.03 0.07 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0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1407 2.07 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1408 2.09 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1409 2.10 0.02 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1410 2.10 0.02 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1411 2.11 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1412 2.12 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1413 2.13 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1414 2.13 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1415 2.14 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1416 2.14 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1417 2.14 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1418 2.15 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1419 2.15 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1420 2.16 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1421 2.18 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1422 2.18 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1423 2.19 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1424 2.20 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1425 2.20 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1426 2.20 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1427 2.22 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1428 2.23 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1429 2.23 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1430 1 2.24 1 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1431 1 2.25 1 0.02 0.06 1 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 36/39 Excel Engineering flowDu ration PassFa il Mitigated.TXT Cp Aa I o\O 0001-19 .00, o\o 1432 2.25 0.02 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1433 2.25 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1434 2.25 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1435 2.27 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1436 2.27 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1437 2.28 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1438 2.28 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1439 2.28 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1440 2.29 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1441 2.30 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1442 2.30 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1443 2.31 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1444 2.31 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1445 2.32 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1446 2.32 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1447 2.33 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1448 2.35 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1449 2.35 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1450 2.36 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1451 2.37 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1452 2.41 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1453 2.42 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1454 2.43 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1455 2.43 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1456 2.46 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1457 2.47 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1458 2.48 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1459 2.48 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1460 2.49 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1461 2.49 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1462 2.50 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1463 2.50 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1464 2.56 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1465 2.56 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1466 2.56 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1467 2.57 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1468 2.58 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1469 2.58 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1470 2.59 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1471 2.59 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM -- 37/39 Excel Engineering flowDu ration Pass Fail Mitigated.TXT qO q04 (4. ob q4.!JOI SP o\o 1472 2.59 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1473 2.60 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1474 2.63 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1475 2.68 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1476 2.69 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1477 2.69 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1478 2.72 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1479 2.73 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1480 2.73 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1481 2.75 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1482 2.77 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1483 2.80 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1484 2.81 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1485 2.81 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1486 2.83 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1487 2.83 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1488 2.84 0.01 0.04 TRUE FALSE FALSE - Pass: Post Duration < Pre Duration 1489 2.86 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1490 2.87 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1491 2.89 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1492 2.90 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1493 2.91 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1494 2.91 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1495 2.92 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1496 2.94 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1497 2.95 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1498 2.96 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1499 2.99 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1500 2.99 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1501 2.99 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1502 3.03 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1503 3.06 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1504 3.07 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1505 3.07 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1506 3.12 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1507 3.13 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1508 3.17 0.00 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1509 3.18 0.00 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1510 3.18 0.00 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1511 1 3.21 0.00 0.03 1 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11/3/2015 9:28 AM 38/39 Excel Engineering flowDu ration Pass Fail M itigated.TXT Q I I o\e o\o qi 1512 3.22 0.00 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1513 3.23 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1514 3.24 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1515 3.25 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1516 3.26 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1517 3.45 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1518 3.52 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1519 3.66 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1520 3.95 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1521 4.09 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1522 4.25 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1523 4.49 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1524 4.82 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1525 4.93 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1526 6.05 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1527 6.36 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1528 - 7.89 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1529 8.14 0.00 0.01 TRUE FALSE FALSE I Pass: Post Duration < Pre Duration 1530 12.71 0.00 0.00 TRUE FALSE FALSE I Pass- Qpost Above Flow Control Upper Limit 1531 17.66 0.00 1 0.00 TRUE FALSE FALSE I Pass- Opost Above Flow Control Upper Limit 11/3/2015 9:28 AM 39/39 Excel Engineering USGS9217dPre.txt Duration Table Summary at Project Discharge Point tile name: Q:\1 4\14100\GPIP\GP1\SWMM\OutFall A\1 4100-PRE-A.out time stamp: 10/19/2015 4:25:05 PM DISCHARGE Number of periods when discharge was equal to or greater than DISCHARGE column but less G bp Oa '0 0.000 491063 503047 100.0000 0.001 646 11984 2.3823 0.002 176 11338 2.2539 0.003 112 11162 2.2189 0.004 134 11050 2.1966 0.005 297 10916 2.1700 0.006 53 10619 2.1109 0.007 28 10566 2.1004 0.008 19 10538 2.0948 0.009 34 10519 2.0911 0.010 98 10485 2.0843 0.011 15 10387 2.0648 0.012 592 10372 2.0618 0.013 380 9780 1.9442 0.014 11 9400 1.8686 0.015 106 9389 1.8664 0.016 498 9283 1.8454 0.017 13 8785 1.7464 0.018 4 8772 1.7438 0.019 518 8768 1.7430 0.020 43 8250 1.6400 0.021 16 8207 1.6315 0.022 5 8191 1.6283 0.023 9 8186 1.6273 0.024 6 8177 1.6255 0.025 106 8171 1.6243 0.026 55 8065 1.6032 0.027 5 8010 1.5923 0.028 6 8005 1.5913 0.029 9 7999 1.5901 0.030 8 7990 1.5883 0.031 7 7982 1.5867 0.032 23 7975 1.5853 0.033 32 7952 1.5808 0.034 160 7920 1.5744 0.035 99 7760 1.5426 0.036 10 7661 1.5229 0.037 5 7651 1.5209 0.038 185 7646 1.5199 0.039 14 7461 1.4832 0.040 5 7447 1.4804 0.041 15 7442 1.4794 0.042 6 7427 1.4764 0.043 2 7421 1.4752 0.044 7 7419 1.4748 0.045 39 7412 1.4734 0.046 233 7373 1.4657 0.047 58 7140 1.4194 0.048 11 7082 1.4078 0.049 3 7071 1.4056 0.050 13 7068 1.4050 0.051 109 7055 1.4025 0.052 119 6946 1.3808 0.053 46 6827 1.3571 11/3/2015 9:28 AM 1/23 Excel Engineering USGS9217dPre.txt 4 G 'F (0 0.054 64 6781 1.3480 0.055 10 6717 1.3353 0.056 10 6707 1.3333 0.057 121 6697 1.3313 0.058 6 6576 1.3072 0.059 6 6570 1.3060 0.060 4 6564 1.3048 0.061 2 6560 1.3041 0.062 1 6558 1.3037 0.063 4 6557 1.3035 0.064 3 6553 1.3027 0.065 4 6550 1.3021 0.066 3 6546 1.3013 0.068 1 6543 1.3007 0.069 2 6542 1.3005 0.070 1 6540 1.3001 0.072 2 6539 1.2999 0.073 22 6537 1.2995 0.076 293 6515 1.2951 0.077 4 6222 1.2369 0.079 1 6218 1.2361 0.080 2 6217 1.2359 0.081 2 6215 .2355 0.082 2 6213 .2351 0.083 1 6211 1.2347 0.084 4 6210 1.2345 0.085 5 6206 1.2337 0.086 2 6201 1.2327 0.087 1 6199 1.2323 0.088 1 6198 1.2321 0.089 1 6197 1.2319 0.090 2 6196 1.2317 0.091 2 6194 1.2313 0.092 1 6192 1.2309 0.093 2 6191 1.2307 0.094 3 6189 1.2303 0.095 60 6186 1.2297 0.096 6 6126 1.2178 0.097 2 6120 1.2166 0.098 4 6118 1.2162 0.100 13 6114 1.2154 0.101 18 6101 1.2128 0.102 7 6083 1.2092 0.103 5 6076 1.2078 0.104 7 6071 1.2068 0.105 3 6064 1.2055 0.106 5 6061 1.2049 0.107 3 6056 1.2039 0.108 7 6053 1.2033 0.109 47 6046 1.2019 0.110 11 5999 1.1925 0.111 5 5988 1.1903 0.112 5 5983 1.1894 0.113 1 5978 1.1884 0.114 2 5977 1.1882 0.115 7 5975 1.1878 0.116 3 5968 1.1864 0.117 5 5965 1.1858 0.118 3 5960 1.1848 0.119 8 5957 1 1.1842 2/23 Excel Engineering USGS9217d Pre.txt Ib 1 I I / 4" 0.120 9 5949 1.1826 0.121 44 5940 1.1808 0.122 146 5896 1.1721 0.123 11 5750 1.1430 0.124 12 5739 1.1408 0.125 7 5727 1.1385 0.126 11 5720 1.1371 0.127 62 5709 1.1349 0.128 70 5647 1.1226 0.129 26 5577 1.1086 0.130 9 5551 1.1035 0.131 11 5542 1.1017 0.132 6 5531 1.0995 0.133 7 5525 1.0983 0.134 1 5518 1.0969 0.135 4 5517 1.0967 0.136 6 5513 1.0959 0.137 4 5507 1.0947 0.138 3 5503 1.0939 0.139 1 5500 1.0933 0.140 2 5499 1.0931 0.141 3 5497 1.0927 0.142 2 5494 1.0921 0.145 1 5492 1.0917 0.146 1 5491 1.0915 0.148 1 5490 1.0913 0.151 1 5489 1.0912 0.157 1 5488 1.0910 0.158 1 5487 1.0908 0.161 1 5486 1.0906 0.163 1 5485 1.0904 0.165 4 5484 1.0902 0.166 1 5480 1.0894 0.167 1 5479 1.0892 0.168 2 5478 1.0890 0.169 1 5476 1.0886 0.171 3 5475 1.0884 0.172 2 5472 1.0878 0.173 6 5470 1.0874 0.175 5 5464 1.0862 0.176 2 5459 1.0852 0.177 11 5457 1.0848 0.178 1 5446 1.0826 0.179 3 5445 1.0824 0.180 3 5442 1.0818 0.181 3 5439 1.0812 0.182 1 5436 1.0806 0.183 2 5435 1.0804 0.184 7 5433 1.0800 0.185 31 5426 1.0786 0.186 10 5395 1.0725 0.187 4 5385 1.0705 0.188 10 5381 1.0697 0.190 1 5371 1.0677 0.191 3 5370 1.0675 0.193 2 5367 1.0669 0.194 1 5365 1.0665 0.195 3 5364 1.0663 0.196 11 5361 1.0657 0.197 55 5350 1.0635 11/3/2015 9:28 AM 3/23 4/23 Excel Engineering USGS9217dPre.txt No IV CO / I bc, .4' Excel Engineering USGS9217dPre.txt 4 4$)CP & 0- 0.272 14 4805 0.9552 0.273 48 4791 0.9524 0.274 24 4743 0.9429 0.275 33 4719 0.9381 0.276 66 4686 0.9315 0.277 22 4620 0.9184 0.278 29 4598 0.9140 0.279 48 4569 0.9083 0.280 45 4521 0.8987 0.281 73 4476 0.8898 0.282 51 4403 0.8753 0.283 4 4352 0.8651 0.284 31 4348 0.8643 0.285 17 4317 0.8582 0.286 5 4300 0.8548 0.287 7 4295 0.8538 0.288 4 1 4288 0.8524 0.289 15 4284 0.8516 0.290 8 4269 0.8486 0.291 1 4261 0.8470 0.292 3 4260 0.8468 0.293 1 4257 0.8462 0.294 16 4256 0.8460 0.295 4 4240 0.8429 0.296 6 4236 0.8421 0.297 1 1 4230 0.8409 0.299 5 4229 0.8407 0.300 2 4224 0.8397 0.301 1 4222 0.8393 0.303 1 4221 0.8391 0.305 1 4220 0.8389 0.307 2 4219 0.8387 0.308 1 4217 0.8383 0.309 2 4216 0.8381 0.312 1 4214 0.8377 0.315 1 4213 0.8375 0.316 1 4212 0.8373 0.320 1 4211 0.8371 0.321 1 4210 0.8369 0.323 1 4209 0.8367 0.324 2 4208 0.8365 0.325 1 4206 0.8361 0.326 1 4205 0.8359 0.327 3 4204 0.8357 0.328 6 4201 0.8351 0.329 7 4195 0.8339 0.330 5 4188 0.8325 0.331 4 4183 0.8315 0.333 1 4179 0.8307 0.335 2 4178 0.8305 0.336 8 4176 0.8301 0.337 15 4168 0.8286 0.338 6 4153 0.8256 0.339 5 4147 0.8244 0.341 1 4142 0.8234 0.343 1 4141 0.8232 0.345 6 4140 0.8230 0.346 3 4134 0.8218 0.347 1 4131 0.8212 0.348 5 4130 0.8210 11/3/2015 9:28 AM 5/23 I Excel Engineering USGS9217dPre.txt qG 4" 0.349 34 4125 0.8200 0.350 9 4091 0.8132 0.351 16 4082 0.8115 0.352 11 4066 0.8083 0.353 7 4055 0.8061 0.354 16 4048 0.8047 0.355 19 4032 0.8015 0.356 9 4013 0.7977 0.357 12 4004 0.7959 0.358 13 3992 0.7936 0.359 2 3979 0.7910 0.360 4 3977 0.7906 0.361 5 3973 0.7898 0.362 7 3968 0.7888 0.363 3 3961 0.7874 0.364 1 3958 0.7868 0.365 3 3957 0.7866 0.366 2 3954 0.7860 0.367 1 3952 0.7856 0.368 1 3951 0.7854 0.370 1 3950 0.7852 0.371 1 3949 0.7850 0.375 1 3948 0.7848 0.376 2 3947 0.7846 0.377 1 3945 0.7842 0.380 1 3944 0.7840 0.382 1 3943 0.7838 0.383 1 3942 0.7836 0.385 1 3941 0.7834 0.388 1 3940 0.7832 0.389 1 3939 0.7830 0.398 1 3938 0.7828 0.399 1 3937 0.7826 0.400 2 3936 0.7824 0.402 3 3934 0.7820 0.404 6 3931 0.7814 0.405 3 3925 0.7802 0.406 2 3922 0.7796 0.407 2 3920 0.7793 0.408 2 3918 0.7789 0.409 2 3916 0.7785 0.410 3 3914 0.7781 0.411 3 3911 0.7775 0.412 4 3908 0.7769 0.413 2 3904 0.7761 0.414 4 3902 0.7757 0.415 5 3898 0.7749 0.417 2 3893 0.7739 0.419 22 3891 0.7735 0.420 1 3869 0.7691 0.421 1 3868 0.7689 0.422 3 3867 0.7687 0.423 3 3864 0.7681 0.424 3 3861 0.7675 0.425 22 3858 0.7669 0.426 5 3836 0.7626 0.427 3 3831 0.7616 0.428 8 3828 0.7610 0.429 5 3820 0.7594 0.430 11 3815 0.7584 11/3/2015 9:28 AM 6/23 Excel Engineering USGS9217dPre.txt 0 le ON '0 ç\O 0 0.431 16 3804 0.7562 0.432 12 3788 0.7530 0.433 5 3776 0.7506 0.434 10 3771 0.7496 0.435 1 3761 0.7476 0.436 1 3760 0.7474 0.437 6 3759 0.7472 0.439 2 3753 0.7461 0.440 2 3751 0.7457 0.444 1 3749 0.7453 0.450 1 3748 0.7451 0.453 2 3747 0.7449 0.456 1 3745 0.7445 0.458 1 3744 0.7443 0.460 1 3743 0.7441 0.462 1 3742 0.7439 0.465 1 3741 0.7437 0.466 1 3740 0.7435 0.472 1 3739 0.7433 0.473 1 3738 0.7431 0.476 1 3737 0.7429 0.477 3 3736 0.7427 0.478 2 3733 0.7421 0.479 2 3731 0.7417 0.480 6 3729 0.7413 0.481 5 3723 0.7401 0.483 2 3718 0.7391 0.484 2 3716 0.7387 0.486 2 3714 0.7383 0.487 4 3712 0.7379 0.488 2 3708 0.7371 0.489 2 3706 0.7367 0.490 2 3704 0.7363 0.491 3 3702 0.7359 0.492 1 3699 0.7353 0.496 2 3698 0.7351 0.497 1 3696 0.7347 0.498 1 3695 0.7345 0.499 2 3694 0.7343 0.500 8 3692 0.7339 0.501 9 3684 0.7323 0.502 11 3675 0.7305 0.503 9 3664 0.7284 0.505 4 3655 0.7266 0.506 8 3651 0.7258 0.507 8 3643 0.7242 0.508 13 3635 0.7226 0.509 3 3622 0.7200 0.510 4 3619 0.7194 0.511 3 3615 0.7186 0.513 1 3612 0.7180 0.514 1 3611 1 0.7178 0.515 3 3610 0.7176 0.516 1 3607 0.7170 0.519 4 3606 0.7168 0.521 3 3602 0.7160 0.524 1 3599 0.7154 0.525 2 3598 0.7152 0.526 1 3596 0.7148 0.527 29 3595 0.7146 11/3/2015 9:28 AM 7/23 Excel Engineering USGS9217dPre.txt b fl 0.548 1 3566 0.7089 0.550 1 3565 0.7087 0.551 2 3564 0.7085 0.552 4 3562 0.7081 0.553 1 3558 0.7073 0.554 3 3557 0.7071 0.555 5 3554 0.7065 0.556 5 3549 0.7055 0.557 3 3544 0.7045 0.558 4 3541 0.7039 0.559 6 3537 0.7031 0.560 3 3531 0.7019 0.561 1 3528 0.7013 0.562 2 3527 0.7011 0.563 3 3525 0.7007 0.564 15 3522 0.7001 0.565 4 3507 0.6972 0.566 5 3503 0.6964 0.567 24 3498 0.6954 0.573 5 3474 0.6906 0.574 4 3469 0.6896 0.575 4 3465 0.6888 0.576 9 3461 0.6880 0.577 18 3452 0.6862 0.578 7 3434 0.6826 0.579 23 3427 0.6812 0.580 17 3404 0.6767 0.581 8 3387 0.6733 0.582 23 3379 0.6717 0.583 11 3356 0.6671 0.584 30 3345 0.6649 0.585 17 3315 0.6590 0.586 8 3298 0.6556 0.587 5 3290 0.6540 0.588 16 3285 0.6530 0.589 4 3269 0.6498 0.590 4 3265 0.6490 0.591 4 3261 0.6482 0.592 13 3257 0.6475 0.593 7 3244 0.6449 0.594 1 3237 0.6435 0.595 3 3236 0.6433 0.596 2 3233 0.6427 0.597 1 3231 0.6423 0.599 4 3230 0.6421 0.601 1 3226 0.6413 0.602 4 3225 0.6411 0.604 1 3221 0.6403 0.605 1 3220 0.6401 0.606 76 3219 0.6399 0.607 2 3143 0.6248 0.608 1 3141 0.6244 0.612 1 3140 0.6242 0.613 1 3139 0.6240 0.616 1 3138 0.6238 0.624 1 3137 0.6236 0.625 1 3136 0.6234 0.627 2 3135 0.6232 0.631 2 3133 0.6228 0.632 1 1 3131 0.6224 11/3/2015 9:28 AM 8/23 Excel Engineering USGS9217dPre.txt 4:. (F 0 0.633 1 3130 0.6222 0.634 1 3129 0.6220 0.635 2 3128 0.6218 0.637 1 3126 0.6214 0.639 4 3125 0.6212 0.640 8 3121 0.6204 0.641 2 3113 0.6188 0.643 3 3111 0.6184 0.646 3108 0.6178 0.650 3107 0.6176 0.651 4 3106 0.6174 0.652 13 3102 0.6166 0.653 4 3089 0.6141 0.654 7 3085 0.6133 0.655 5 3078 0.6119 0.656 3 3073 0.6109 0.657 6 3070 0.6103 0.658 10 3064 0.6091 0.659 6 3054 0.6071 0.660 6 3048 0.6059 0.661 4 3042 0.6047 0.663 4 3038 0.6039 0.664 2 3034 0.6031 0.665 4 3032 0.6027 0.666 1 3028 0.6019 0.667 4 3027 0.6017 0.668 1 3023 0.6009 0.669 3 3022 0.6007 0.670 1 3019 0.6001 0.671 2 3018 0.5999 0.672 4 3016 0.5995 0.674 1 3012 0.5988 0.679 1 3011 0.5986 0.680 1 3010 0.5984 0.681 1 3009 0.5982 0.682 12 3008 0.5980 0.684 1 2996 0.5956 0.685 1 2995 0.5954 0.698 5 2994 0.5952 0.699 8 2989 0.5942 0.701 1 2981 0.5926 0.702 2 2980 0.5924 0.703 5 2978 0.5920 0.704 8 2973 0.5910 0.705 15 2965 0.5894 0.707 2 2950 0.5864 0.708 7 2948 0.5860 0.709 24 2941 0.5846 0.710 37 2917 0.5799 0.711 3 2880 0.5725 0.712 1 2877 0.5719 0.713 1 2876 0.5717 0.715 2 2875 0.5715 0.716 3 2873 0.5711 0.71-7'j 3 2870 0.5705 0.718 150 2867 0.5699 0.719 23 2717 0.5401 0.720 5 2694 0.5355 0.721 1 2689 0.5345 0.723 2 2688 0.5343 11/3/2015 9:28 AM 9/23 II Excel Engineering USGS9217d Pre.txt 0 '0 0 Qi 0.724 4 2686 0.5339 0.725 2 2682 0.5332 0.726 3 2680 0.5328 0.727 3 2677 0.5322 0.728 13 2674 0.5316 0.729 6 2661 0.5290 0.730 74 2655 0.5278 0.731 76 2581 0.5131 0.732 10 2505 0.4980 0.733 23 2495 0.4960 0.734 26 2472 0.4914 0.735 70 2446 0.4862 0.736 103 2376 0.4723 0.737 56 2273 0.4518 0.738 8 2217 0.4407 0.739 7 2209 0.4391 0.740 4 2202 0.4377 0.741 52 2198 0.4369 0.742 41 2146 0.4266 0.743 26 2105 0.4184 0.744 5 2079 0.4133 0.745 1 2074 0.4123 0.746 5 2073 0.4121 0.747 8 2068 0.4111 0.748 4 2060 0.4095 0.749 2 2056 0.4087 0.750 3 2054 0.4083 0.751 1 2051 0.4077 0.753 1 2050 0.4075 0.754 25 2049 0.4073 0.755 11 2024 0.4023 0.756 9 2013 0.4002 0.758 443 2004 0.3984 0.759 2 1561 0.3103 0.760 3 1559 0.3099 0.761 1 1556 0.3093 0.764 1 1555 0.3091 0.767 6 1554 0.3089 0.768 1548 0.3077 0.769 1547 0.3075 0.771 1546 0.3073 0.772 3 1545 0.3071 0.773 2 1542 0.3065 0.775 1 1540 0.3061 0.778 2 1539 0.3059 0.779 1 1537 0.3055 0.780 3 1536 0.3053 0.781 1 1533 0.3047 0.783 3 1532 0.3045 0.785 1529 0.3039 0.786 1528 0.3037 0.789 1527 0.3036 0.791 3 1526 0.3034 0.792 1523 0.3028 0.794 2 1522 0.3026 0.795 1 1520 0.3022 0.796 2 1519 0.3020 0.799 4 1517 0.3016 0.801 2 1513 0.3008 0.802 1 1511 0.3004 11/3/2015 9:28 AM 10/23 Excel Engineering USGS9217dPre.txt Ne 61, 4" 0.803 1 1510 0.3002 0.804 14 1509 0.3000 0.805 2 1495 0.2972 0.806 2 1493 0.2968 0.807 3 1491 0.2964 0.808 5 1488 0.2958 0.809 3 1483 0.2948 0.810 3 1480 0.2942 0.812 3 1477 0.2936 0.813 3 1474 0.2930 0.814 2 1471 0.2924 0.815 2 1469 0.2920 0.816 2 1467 0.2916 0.817 1465 0.2912 0.819 1464 0.2910 0.821 2 1463 0.2908 0.822 2 1461 0.2904 0.832 1459 0.2900 0.834 6 1458 0.2898 0.835 1452 0.2886 0.838 1451 0.2884 0.839 1450 0.2882 0.840 1449 0.2880 0.847 1448 0.2878 0.850 1447 0.2876 0.854 1446 0.2874 0.859 1445 0.2872 0.860 4 1442 0.2867 0.861 3 1438 0.2859 0.862 1 1435 0.2853 0.863 4 1434 0.2851 0.867 8 1430 0.2843 0.868 8 1422 0.2827 0.869 2 1414 0.2811 0.870 7 1412 0.2807 0.872 2 1405 0.2793 0.873 2 1403 0.2789 0.875 2 1401 0.2785 0.876 2 1399 0.2781 0.877 3 1397 0.2777 0.879 5 1394 0.2771 0.880 5 1389 0.2761 0.882 12 1384 0.2751 0.883 18 1372 0.2727 0.884 1 1354 0.2692 0.885 14 1353 0.2690 0.886 3 1339 0.2662 0.887 6 1336 0.2656 0.888 15 1330 0.2644 0.889 5 1315 0.2614 0.890 13 1310 0.2604 0.891 6 1297 0.2578 0.892 2 1291 0.2566 0.893 2 1289 0.2562 0.894 3 1287 0.2558 0.895 4 1284 0.2552 0.896 3 1280 0.2544 0.897 2 1277 0.2539 0.899 2 1275 0.2535 0.901 3 1273 0.2531 11/3/2015 9:28 AM 11/23 Excel Engineering USGS9217d Pre.txt t. b b '¼ 0.902 1 1270 0.2525 0.903 2 1269 0.2523 0.906 3 1267 0.2519 0.907 1 1264 0.2513 0.908 1 1263 0.2511 0.910 30 1262 0.2509 0.912 2 1232 0.2449 0.913 2 1230 0.2445 0.914 1 1228 0.2441 0.927 1 1227 0.2439 0.929 1 1226 0.2437 0.932 2 1225 0.2435 0.933 1 1223 0.2431 0.935 1 1222 0.2429 0.936 1 1221 0.2427 0.938 3 1220 0.2425 0.939 1 1217 0.2419 0.942 1 1216 0.2417 0.943 4 1215 0.2415 0.944 2 1211 0.2407 0.945 3 1209 0.2403 0.946 1 1206 0.2397 0.948 2 1205 0.2395 0.949 2 1203 0.2391 0.950 1201 0.2387 0.951 1200 0.2385 0.952 1199 0.2383 0.953 1 1198 0.2381 0.955 3 1197 0.2379 0.956 1 1 1194 0.2374 0.957 2 1193 0.2372 0.958 3 1191 0.2368 0.959 1 1188 0.2362 0.960 3 1187 0.2360 0.961 2 1184 0.2354 0.962 1 1182 0.2350 0.963 3 1181 0.2348 0.965 1 1178 0.2342 0.966 2 1177 0.2340 0.968 3 1175 0.2336 0.970 3 1172 0.2330 0.971 2 1169 0.2324 0.976 1 1167 0.2320 0.978 1 1166 0.2318 0.982 1 1165 0.2316 0.983 1 1164 0.2314 0.984 1 1163 0.2312 0.986 6 1162 0.2310 0.987 1 1156 0.2298 0.988 1 1155 0.2296 0.991 2 1154 0.2294 1.007 1 1152 0.2290 1.009 1 1151 0.2288 .010 1 1150 0.2286 .011 3 1149 0.2284 .013 1146 0.2278 .014 1145 0.2276 .018 1144 0.2274 1.019 1143 0.2272 1.020 2 1142 0.2270 11/3/2015 9:28 AM 12/23 Excel Engineering USGS9217dPre.txt p q' - ç\O loop 1.021 1 1140 0.2266 1.022 1 1139 0.2264 1.024 1 1138 0.2262 1.026 1 1137 0.2260 1.030 2 1136 0.2258 1.031 6 1134 0.2254 1.032 2 1128 0.2242 1.034 4 1126 0.2238 1.035 1 1122 0.2230 1.036 1 1121 0.2228 1.037 2 1120 0.2226 1.038 2 1118 0.2222 1.039 3 1116 0.2218 1.040 5 1113 0.2213 1.042 1 1108 0.2203 1.043 1 1107 0.2201 1.045 2 1106 0.2199 1.046 1 1104 0.2195 - 1.058 2 1103 0.2193 1.061 4 1101 0.2189 1.078 1097 0.2181 1.079 1096 0.2179 1.080 1095 0.2177 1.085 1094 0.2175 1.087 1093 0.2173 1.089 1092 0.2171 1.093 1091 0.2169 1.095 2 1090 0.2167 1.096 1 1088 0.2163 1.097 1 1087 0.2161 1.099 4 1086 0.2159 1.105 2 1082 0.2151 1.107 5 1080 0.2147 1.109 1 1075 0.2137 1.110 4 1074 0.2135 1.111 2 1070 0.2127 1.112 4 1068 0.2123 1.113 3 1064 0.2115 1.115 3 1061 0.2109 1.117 3 1058 0.2103 1.118 2 1055 0.2097 1.119 1 1053 0.2093 1.120 2 1052 0.2091 1.121 4 1050 0.2087 1.125 1046 0.2079 1.134 1045 0.2077 1.136 1044 0.2075 1.137 5 1043 0.2073 1.144 1038 0.2063 1.158 2 1037 0.2061 1.160 1 1035 0.2057 1.163 2 1034 0.2055 1.165 1 1032 0.2051 1.166 2 1031 0.2050 1.167 1 1029 0.2046 1.170 4 1028 0.2044 1.171 3 1024 0.2036 1.172 1 1021 0.2030 1.175 5 1020 0.2028 1.176 1 1015 0.2018 11/3/2015 9:28 AM 13/23 Excel Engineering USGS9217dPre.txt Vol 4p 1.179 1 1014 0.2016 1.181 1 1013 0.2014 1.183 5 1012 0.2012 1.184 2 1007 0.2002 1.185 2 1005 0.1998 1.186 5 1003 0.1994 1.187 5 998 0.1984 1.188 8 993 0.1974 1.189 4 985 0.1958 1.190 6 981 0.1950 1.191 9 975 0.1938 1.192 3 966 0.1920 1.193 5 963 0.1914 1.194 1 958 0.1904 1.195 4 957 0.1902 1.196 3 953 0.1894 1.197 3 950 0.1888 1.198 1 947 0.1883 1.199 3 946 0.1881 1.202 1 943 0.1875 1.204 1 942 0.1873 1.206 1 941 0.1871 1.208 3 940 0.1869 1.209 2 937 0.1863 1.210 2 935 0.1859 1.212 1 933 0.1855 1.213 18 932 0.1853 1.216 1 914 0.1817 1.217 1 913 0.1815 1.221 1 912 0.1813 1.228 1 911 0.1811 1.233 1 910 0.1809 1.234 1 909 0.1807 1.237 1 908 0.1805 1.240 2 907 0.1803 1.241 1 905 0.1799 1.244 1 904 0.1797 1.245 1 903 0.1795 1.246 2 902 0.1793 1.247 2 900 0.1789 1.249 1 898 0.1785 1.252 1 897 0.1783 1.253 1 896 0.1781 1.256 1 895 0.1779 1.259 1 894 0.1777 1.261 1 893 0.1775 1.263 2 892 0.1773 1.265 2 890 0.1769 1.266 1 888 0.1765 1.267 1 887 0.1763 1.270 2 886 0.1761 1.274 1 884 0.1757 1.275 1 883 0.1755 1.277 1 882 0.1753 1.285 1 881 0.1751 1.286 1 880 0.1749 1.288 1 879 0.1747 1.289 2 878 0.1745 1.294 1 876 0.1741 1.312 1 875 0.1739 11/3/2015 9:28 AM 14/23 Excel Engineering USGS9217dPre.txt qV NO 11 4 b 1.314 1 874 0.1737 1.318 2 873 0.1735 1.322 3 871 0.1731 1.327 1 868 0.1725 1.330 1 867 0.1723 1.334 4 866 0.1722 1.335 1 862 0.1714 1.336 1 861 0.1712 1.338 2 860 0.1710 1.341 1 - 858 0.1706 1.342 1 857 0.1704 1.346 2 856 0.1702 1.353 1 854 0.1698 1.355 1 853 0.1696 1.359 1 852 0.1694 1.360 2 851 0.1692 1.375 1 849 0.1688 1.392 1 848 0.1686 1.397 1 847 0.1684 1.403 1 846 0.1682 1.406 2 845 0.1680 1.409 1 843 0.1676 1.410 2 842 0.1674 1.411 1 840 0.1670 1.412 1 839 0.1668 1.413 1 838 0.1666 1.415 2 837 0.1664 1.417 1 835 0.1660 1.419 1 834 0.1658 1.422 1 .833 0.1656 1.423 2 832 0.1654 1.424 2 830 0.1650 1.427 1 828 0.1646 1.432 1 827 0.1644 1.441 1 826 0.1642 1.443 1 825 0.1640 1.455 1 824 0.1638 1.456 1 823 0.1636 1.457 1 822 0.1634 1.461 2 821 0.1632 1.462 3 819 0.1628 1.463 1 816 0.1622 1.464 1 815 0.1620 1.466 2 814 0.1618 1.467 4 812 0.1614 1.468 1 808 0.1606 1.469 2 807 0.1604 1.470 1 805 0.1600 1.473 5 804 0.1598 1.475 26 799 0.1588 1.476 14 773 0.1537 1.477 5 759 0.1509 1.478 1 754 0.1499 1.479 1 753 0.1497 1.480 1 752 0.1495 1.485 3 751 0.1493 1.486 2 748 0.1487 1.487 2 746 0.1483 1.488 6 744 0.1479 1.489 14 738 0.1467 11/3/2015 9:28 AM 15/23 Excel Engineering USGS9217dPre.txt 48 (F 6' 1.490 10 724 0.1439 1.491 6 714 0.1419 1.492 14 708 0.1407 1.493 1 694 0.1380 1.494 18 693 0.1378 1.495 9 675 0.1342 1.496 8 666 0.1324 1.498 21 658 0.1308 1.499 7 637 0.1266 1.500 15 630 0.1252 1.501 3 615 0.1223 1.504 3 612 0.1217 1.505 4 609 0.1211 1.506 3 605 0.1203 1.507 2 602 0.1197 1.508 1 600 0.1193 1.509 1 599 0.1191 1.511 2 598 0.1189 1.512 8 596 0.1185 1.513 7 588 0.1169 1.514 3 581 0.1155 1.515 2 578 0.1149 1.516 50 576 0.1145 1.518 2 526 0.1046 1.519 1 524 0.1042 1.520 1 523 0.1040 1.524 1 522 0.1038 1.525 3 521 0.1036 1.527 3 518 0.1030 1.529 1 515 0.1024 1.530 1 514 0.1022 1.531 1 513 0.1020 1.534 2 512 0.1018 1.536 1 510 0.1014 .538 2 509 0.1012 - .540 2 507 0.1008 .550 2 505 0.1004 1.552 1 503 0.1000 1.553 1 502 0.0998 1.554 1 501 0.0996 1.558 1 500 0.0994 1.562 1 499 0.0992 1.563 2 498 0.0990 1.565 1 496 0.0986 1.567 1 495 0.0984 1.568 1 494 0.0982 1.570 1 493 0.0980 1.571 1 492 0.0978 1.573 1 491 0.0976 1.575 1 490 0.0974 1.577 1 489 0.0972 1.581 4 488 0.0970 1.584 484 0.0962 1.585 1 483 0.0960 1.588 2 482 0.0958 1.592 2 480 0.0954 1.595 478 0.0950 1.606 477 0.0948 1.608 476 0.0946 1.617 475 0.0944 11/3/2015 9:28 AM 16/23 Excel Engineering USGS9217d Pre.txt • I b 1.634 1 474 0.0942 1.637 1 473 0.0940 1.638 1 0.0938 1.640 1.645 1 472 0.0936 1.646 1 471 0.0934 1.647 1 470 0.0932 1.648 1 469 0.0930 1.649 1 468 0.0928 1.651 1 467 0.0926 1.652 1 466 0.0924 1.658 1 465 0.0922 1.668 1 464 0.0920 1.669 2 463 0.0918 1.688 1 462 0.0914 1.693 1 460 0.0912 1.697 1 459 0.0910 1.698 1 458 0.0908 1.700 1 457 0.0906 1.705 1 456 0.0904 1.710 j 455 0.0903 1.714 1 454 0.0901 1.716 2 453 0.0899 1.717 1 452 0.0895 1.721 1 450 0.0893 1.725 3 449 0.0891 1.726 1 448 0.0885 1.727 1 445 0.0883 1.735 1 444 0.0881 1.738 1 443 0.0879 1.744 1 442 0.0877 1.752 3 441 0.0875 1.768 1 440 0.0869 1.769 1 437 0.0867 1.771 1 436 0.0865 1.773 1 435 0.0863 1.776 3 434 0.0861 1.777 2 433 0.0855 1.778 4 430 0.0851 1.780 1 428 0.0843 1.782 1 424 0.0841 1.783 1 423 0.0839 1.786 1 422 0.0837 1.787 2 421 0.0835 1.789 1 420 0.0831 1.790 1 418 0.0829 1.792 1 417 0.0827 1.793 2 416 0.0825 1.794 1 415 0.0821 1.795 1 413 0.0819 1.796 1 412 0.0817 1.797 1 411 0.0815 1.798 2 410 0.0813 1.800 1 409 0.0809 1.802 1 407 0.0807 1.803 2 406 0.0805 1.805 1 405 0.0801 1.807 2 403 0.0799 1.809 1 402 0.0795 1.810 1 400 1 399 0.0793 398 0.0791 11/3/2015 9:28 AM 17/23 Excel Engineering USGS9217dPre.txt me 1143 G -qv F Oil / 1.812 397 0.0789 1.813 396 0.0787 1.816 395 0.0785 1.818 394 0.0783 1.819 393 0.0781 1.820 2 392 0.0779 1.822 390 0.0775 1.825 389 0.0773 1.828 388 0.0771 1.835 387 0.0769 1.847 2 386 0.0767 1.853 384 0.0763 1.855 383 0.0761 1.860 1 382 0.0759 1.865 1 381 0.0757 1.869 2 380 0.0755 1.870 1 378 0.0751 1.872 1 377 0.0749 1.873 1 376 0.0747 1.874 1 375 0.0745 1.875 1 374 0.0743 1.881 1 373 0.0741 1.891 1 372 0.0739 1.892 1 371 0.0738 1.896 1 370 0.0736 1.909 1 369 0.0734 1.911 1 368 0.0732 1.928 1 367 0.0730 1.929 1 366 0.0728 1.943 1 365 0.0726 1.946 1 364 0.0724 1.947 1 363 0.0722 1.950 1 362 0.0720 1.951 3 361 0.0718 1.957 1 358 0.0712 1.959 1 357 0.0710 1.960 1 356 0.0708 1.965 1 355 0.0706 1.968 1 354 0.0704 2.002 1 353 0.0702 2.019 2 352 0.0700 2.020 1 350 0.0696 2.023 2 349 0.0694 2.043 1 347 0.0690 2.065 1 346 0.0688 2.069 1 345 0.0686 2.073 1 344 0.0684 2.074 1 343 0.0682 2.081 1 342 0.0680 2.089 1 341 0.0678 2.091 1 340 0.0676 2.092 1 339 0.0674 2.095 1 338 0.0672 2.096 2 337 0.0670 2.098 1 335 0.0666 2.100 2 334 0.0664 2.101 1 332 0.0660 2.102 1 331 0.0658 2.103 2 330 0.0656 2.104 3 328 1 0.0652 11/3/2015 9:28 AM Excel Engineering USGS9217dPre.txt p ç4 I 0 / 1 2.107 1 325 0.0646 2.108 2 324 0.0644 2.110 1 322 0.0640 2.111 2 321 0.0638 2.123 5 319 0.0634 2.127 314 0.0624 2.135 313 0.0622 2.146 312 0.0620 2.151 311 0.0618 2.156 310 0.0616 2.157 309 0.0614 2.166 308 0.0612 2.167 2 307 0.0610 2.172 305 0.0606 2.174 304 0.0604 2.175 303 0.0602 2.180 302 0.0600 2.199 301 0.0598 2.214 300 0.0596 2.215 299 0.0594 2.221 298 0.0592 2.225 3 297 0.0590 2.232 294 0.0584 2.234 5 293 0.0582 2.235 6 288 0.0573 2.237 282 0.0561 2.243 281 0.0559 2.244 280 0.0557 2.246 279 0.0555 2.247 4 278 0.0553 2.249 274 0.0545 2.250 273 0.0543 2.251 272 0.0541 2.252 2 271 0.0539 2.253 269 0.0535 2.256 268 0.0533 2.257 9 267 0.0531 2.258 258 0.0513 2.261 257 0.0511 2.262 256 0.0509 2.263 255 0.0507 2.264 254 0.0505 2.270 4 253 0.0503 2.271 3 249 0.0495 2.274 1 246 0.0489 2.275 14 245 0.0487 2.286 2 231 0.0459 2.298 1 229 0.0455 2.318 2 228 0.0453 2.326 1 226 0.0449 2.331 1 225 0.0447 2.333 1 224 0.0445 2.335 1 223 0.0443 2.380 1 222 0.0441 2.386 1 221 0.0439 2.400 1 220 0.0437 2.401 1 219 0.0435 2.403 2 218 0.0433 2.404 1 1 216 0.0429 2.405 1 2 215 0.0427 11/3/2015 9:28 AM 19/23 Excel Engineering USGS9217dPre.txt S03 0 00,16 (F ee (F '¼ 2.414 1 213 0.0423 2.421 1 212 0.0421 2.426 211 0.0419 2.431 206 0.0410 2.472 205 0.0408 2.473 204 0.0406 2.474 203 0.0404 2.478 202 0.0402 2.487 1 201 0.0400 2.496 1 200 0.0398 2.531 1 199 0.0396 2.541 1 198 0.0394 2.543 1 197 0.0392 2.549 1 196 0.0390 2.562 1 195 0.0388 2.574 2 194 0.0386 2.583 1 192 0.0382 2.616 1 191 0.0380 2.634 1 190 0.0378 2.691 1 189 0.0376 2.701 1 188 0.0374 2.712 1 187 0.0372 2.722 2 186 0.0370 2.729 1 184 0.0366 2.731 1 183 0.0364 2.751 1 182 0.0362 2.764 1 181 0.0360 2.780 1 180 0.0358 2.852 1 179 0.0356 2.880 1 178 0.0354 2.901 1 177 0.0352 2.906 1 176 0.0350 2.910 1 175 0.0348 2.913 1 174 0.0346 2.917 1 173 0.0344 2.958 1 172 0.0342 2.977 1 171 0.0340 2.982 1 170 0.0338 2.983 1 169 0.0336 2.985 1 168 0.0334 2.992 1 167 0.0332 2.993 2 166 0.0330 3.001 1 164 0.0326 3.002 2 163 0.0324 3.005 1 161 0.0320 3.006 160 0.0318 3.008 1 159 0.0316 3.009 1 158 0.0314 3.010 2 157 0.0312 3.011 1 155 0.0308 3.015 1 154 0.0306 3.017 4 153 0.0304 3.018 1 149 0.0296 3.019 2 148 0.0294 3.021 1 146 0.0290 3.027 1 145 0.0288 3.028 1 144 0.0286 3.031 3 143 0.0284 3.033 1 140 0.0278 3.041 1 139 0.0276 11/3/2015 9:28 AM 20/23 Excel Engineering USGS9217dPre.txt ~p Nq 610 Sf 4, 4e 3.046 1 138 0.0274 3.049 2 137 0.0272 3.081 135 0.0268 3.085 1 134 0.0266 3.102 133 0.0264 3.146 132 0.0262 3.182 2 131 0.0260 3.200 129 0.0256 3.218 1 128 0.0254 3.224 1 127 0.0252 3.228 f 126 0.0250 3.236 1 125 0.0248 3.270 1 124 0.0246 3.275 1 123 0.0245 3.284 1 122 0.0243 3.293 121 0.0241 3.299 120 0.0239 3.309 119 0.0237 3.322 118 0.0235 3.336 1 117 0.0233 3.354 116 0.0231 3.418 2 115 0.0229 3.456 113 0.0225 3.512 112 0.0223 3.541 1 111 0.0221 3.597 110 0.0219 3.611 109 0.0217 3.702 108 0.0215 3.751 1 107 0.0213 3.764 1 106 0.0211 3.770 1 105 0.0209 3.791 1 104 0.0207 3.805 1 103 0.0205 3.814 1 102 0.0203 3.883 1 101 0.0201 3.901 1 100 0.0199 3.906 1 99 0.0197 3.998 1 98 0.0195 4.060 1 97 0.0193 4.069 1 96 0.0191 4.072 1 95 0.0189 4.079 1 94 0.0187 4.147 1 93 0.0185 4.154 1 92 0.0183 4.219 1 91 0.0181 4.335 1 90 0.0179 4.418 89 0.0177 4.526 2 88 0.0175 4.542 86 0.0171 4.600 85 0.0169 4.649 84 0.0167 4.663 83 0.0165 4.668 82 0.0163 4.747 81 0.0161 4.748 80 0.0159 4.797 79 0.0157 4.802 78 0.0155 4.810 77 4.813 0 .0153 76 0.0151 4.818 75 0.0149 11/3/2015 9:28 AM 21/23 Excel Engineering USGS9217dPre.txt KI q. S I XC / 4.930 74 0.0147 5.026 73 0.0145 5.034 72 0.0143 5.045 71 0.0141 5.047 70 0.0139 5.051 69 0.0137 5.053 68 0.0135 5.058 67 0.0133 5.062 2 66 0.0131 5.070 1 64 0.0127 5.098 1 63 0.0125 5.126 1 62 0.0123 5.127 1 61 0.0121 5.257 1 60 0.0119 5.291 1 59 0.0117 5.297 1 58 0.0115 5.306 1 57 0.0113 5.472 1 56 0.0111 5.629 1 55 0.0109 5.654 1 54 0.0107 5.703 1 53 0.0105 5.757 1 52 0.0103 5.759 2 51 0.0101 5.926 1 49 0.0097 5.999 1 48 0.0095 6.003 1 47 0.0093 6.339 1 46 0.0091 6.455 1 45 0.0089 6.682 1 44 0.0087 6.690 1 43 0.0085 6.916 1 42 0.0083 7.066 1 41 0.0082 7.221 1 40 0.0080 7.345 1 39 0.0078 7.348 1 38 0.0076 7.455 1 37 0.0074 7.500 1 36 0.0072 7.527 1 35 0.0070 7.798 1 34 0.0068 7.831 1 33 0.0066 7.866 32 0.0064 7.895 1 31 0.0062 7.989 1 30 0.0060 8.049 1 29 0.0058 8.724 1 28 0.0056 8.936 1 27 0.0054 8.947 1 26 0.0052 8.997 1 25 0.0050 9.057 1 24 0.0048 9.387 1 23 0.0046 9.414 1 22 0.0044 9.569 1 21 0.0042 9.611 1 20 0.0040 9.620 1 19 0.0038 9.725 1 18 0.0036 10.489 1 17 0.0034 10.609 1 16 0.0032 10.687 1 15 0.0030 10.725 1 14 0.0028 10.965 1 _________ 13 0.0026 11/3/2015 9:28 AM 22/23 23/23 Excel Engineering USGS9217dPre.txt / ode, S Ip I 0- S _______ 11.355 1 12 0.0024 11.682 1 11 0.0022 11.771 1 10 0.0020 11.805 1 9 0.0018 11.837 1 8 0.0016 11.915 1 7 0.0014 12.272 1 6 0.0012 12.616 1 5 0.0010 12.968 1 4 0.0008 13.372 1 3 0.0006 14.450 1 2 0.0004 17.838 1 1 0.0002 End of Data----------------- Excel Engineering USGS9217dPostMitigated.txt Duration Table Summary at Project Discharge Point file name: 0:\1 4\14100\GPIP\GP1SWMM\OutFaII A\1 4100-MIT-A.out time stamp: 11/2/2015 4:09:54 PM DISCHARGE Number of periods when discharge was equal to or greater than DISCHARGE column but less <1 S CF, Ci 4" 0.000 464546 503047 100.0000 0.001 227 38501 7.6536 0.002 200 38274 7.6084 0.003 143 38074 7.5687 0.004 131 37931 7.5402 0.005 123 37800 7.5142 0.006 104 37677 7.4898 0.007 98 37573 7.4691 0.008 194 37475 7.4496 0.009 262 37281 7.4110 0.010 174 37019 7.3590 0.011 203 36845 7.3244 0.012 207 36642 7.2840 0.013 248 36435 7.2429 0.014 253 36187 7.1936 0.015 215 35934 7.1433 0.016 215 35719 7.1005 0.017 234 35504 7.0578 0.018 239 35270 7.0113 0.019 269 35031 6.9638 0.020 227 34762 6.9103 0.021 217 34535 6.8652 0.022 271 34318 6.8220 0.023 272 34047 6.7682 0.024 238 33775 6.7141 0.025 225 33537 6.6668 0.026 276 33312 6.6220 0.027 297 33036 6.5672 0.028 216 32739 6.5081 0.029 226 32523 6.4652 0.030 256 32297 6.4203 0.031 284 32041 6.3694 0.032 207 31757 6.3129 0.033 230 31550 6.2718 0.034 230 31320 6.2261 0.035 310 31090 6.1803 0.036 211 30780 6.1187 0.037 204 30569 6.0768 0.038 217 30365 6.0362 0.039 255 30148 5.9931 0.040 283 29893 5.9424 0.041 215 29610 5.8861 0.042 206 29395 5.8434 0.043 246 29189 5.8024 0.044 199 28943 5.7535 0.045 221 28744 5.7140 0.046 203 28523 5.6700 0.047 230 28320 5.6297 0.048 221 28090 5.5840 0.049 184 27869 5.5400 0.050 201 27685 5.5035 0.051 234 27484 5.4635 0.052 195 27250 5.4170 0.053 186 27055 5.3782 11/3/2015 9:28 AM 1/26 Excel Engineering USGS9217d PostMitigated.txt 4 11 I / '¼ 0.054 198 26869 5.3413 0.055 228 26671 5.3019 0.056 197 26443 5.2566 0.057 189 26246 5.2174 0.058 178 26057 5.1798 0.059 226 25879 5.1444 0.060 186 25653 5.0995 0.061 161 25467 5.0625 0.062 170 25306 5.0305 0.063 221 25136 4.9967 0.064 186 24915 4.9528 0.065 258 24729 4.9158 0.066 164 24471 4.8646 0.067 226 24307 4.8320 0.068 156 24081 4.7870 0.069 163 23925 4.7560 0.070 165 23762 4.7236 0.071 214 23597 4.6908 0.072 161 23383 4.6483 0.073 141 23222 4.6163 0.074 139 23081 4.5882 0.075 212 22942 4.5606 0.076 181 22730 4.5185 0.077 150 22549 4.4825 0.078 135 22399 4.4527 0.079 183 22264 4.4258 0.080 175 22081 4.3895 0.081 125 21906 4.3547 0.082 140 21781 4.3298 0.083 174 21641 4.3020 0.084 176 21467 4.2674 0.085 144 21291 4.2324 0.086 106 21147 4.2038 0.087 139 21041 4.1827 0.088 157 20902 4.1551 0.089 151 20745 4.1239 0.090 116 20594 4.0939 0.091 122 20478 4.0708 0.092 143 20356 4.0465 0.093 138 20213 4.0181 0.094 151 20075 3.9907 0.095 118 19924 3.9607 0.096 136 19806 3.9372 0.097 119 19670 3.9102 0.098 118 19551 3.8865 0.099 122 19433 3.8631 0.100 130 19311 3.8388 0.101 111 19181 3.8130 0.102 104 19070 3.7909 0.103 108 18966 3.7702 0.104 110 18858 3.7488 0.105 90 18748 3.7269 0.106 111 18658 3.7090 0.107 100 18547 3.6869 0.108 84 18447 3.6671 0.109 114 18363 3.6504 0.110 83 18249 3.6277 0.111 95 18166 3.6112 0.112 73 18071 3.5923 0.113 85 17998 3.5778 11/3/2015 9:28 AM 2/26 Excel Engineering USGS9217dPostMitigated.txt qv 4 G & b XC) b lop 0.114 80 17913 3.5609 0.115 91 17833 3.5450 0.116 104 17742 3.5269 0.117 74 17638 3.5062 0.118 88 17564 3.4915 0.119 80 17476 3.4740 0.120 88 17396 3.4581 0.121 73 17308 3.4406 0.122 63 17235 3.4261 0.123 84 17172 3.4136 0.124 87 17088 3.3969 0.125 78 17001 3.3796 0.126 84 16923 3.3641 0.127 277 16839 3.3474 0.128 186 16562 3.2923 0.129 137 16376 3.2554 0.130 119 16239 3.2281 0.131 134 16120 3.2045 0.132 121 15986 3.1778 0.133 123 15865 3.1538 0.134 128 15742 3.1293 0.135 129 15614 3.1039 0.136 104 15485 3.0782 0.137 114 15381 3.0576 0.138 105 15267 3.0349 0.139 116 15162 3.0140 0.140 87 15046 2.9910 0.141 101 14959 2.9737 0.142 127 14858 2.9536 0.143 102 14731 2.9284 0.144 83 14629 2.9081 0.145 91 14546 2.8916 0.146 89 14455 2.8735 0.147 91 14366 2.8558 0.148 73 14275 2.8377 0.149 93 14202 2.8232 0.150 71 14109 2.8047 0.151 78 14038 2.7906 0.152 85 13960 2.7751 0.153 74 13875 2.7582 0.154 87 13801 2.7435 0.155 83 13714 2.7262 0.156 79 13631 2.7097 0.157 71 13552 2.6940 0.158 84 13481 2.6799 0.159 80 13397 2.6632 0.160 91 13317 2.6473 0.161 79 13226 2.6292 0.162 70 13147 2.6135 0.163 94 13077 2.5996 0.164 68 12983 2.5809 0.165 87 12915 2.5674 0.166 79 12828 2.5501 0.167. 73 12749 2.5344 0.168 70 12676 2.5198 0.169 68 12606 2.5059 0.170 63 12538 2.4924 0.171 71 12475 2.4799 0.172 70 12404 2.4658 0.173 79 12334 2.4519 11/3/2015 9:28 AM Excel Engineering USGS9217d PostMitigated.txt b 0 0.174 61 12255 2.4362 0.175 73 12194 2.4240 0.176 56 12121 2.4095 0.177 61 12065 2.3984 0.178 70 12004 2.3863 0.179 59 11934 2.3723 0.180 62 11875 2.3606 0.181 75 11813 2.3483 0.182 77 11738 2.3334 0.183 74 11661 2.3181 0.184 70 11587 2.3034 0.185 77 11517 2.2894 0.186 74 11440 2.2741 0.187 65 11366 2.2594 0.188 64 11301 2.2465 0.189 59 11237 2.2338 0.190 55 11178 2.2221 0.191 62 11123 2.2111 0.192 62 11061 2.1988 0.193 79 10999 2.1865 0.194 55 10920 - 2.1708 0.195 73 10865 2.1598 0.196 63 10792 2.1453 0.197 77 10729 2.1328 0.198 51 10652 2.1175 0.199 66 10601 2.1074 0.200 64 10535 2.0942 0.201 64 10471 2.0815 0.202 75 10407 2.0688 0.203 62 10332 2.0539 0.204 65 10270 2.0416 0.205 60 10205 2.0286 0.206 66 10145 2.0167 0.207 70 10079 2.0036 0.208 51 10009 1.9897 0.209 66 9958 .9795 0.210 58 9892 ..9664 0.211 56 9834 1.9549 0.212 57 9778 1.9438 0.213 42 9721 1.9324 0.214 55 9679 1.9241 0.215 47 9624 1.9131 0.216 50 9577 1.9038 0.217 57 9527 1.8939 0.218 54 9470 1.8825 0.219 52 9416 1.8718 0.220 54 9364 1.8615 0.221 53 9310 1.8507 0.222 42 9257 1.8402 0.223 41 9215 1.8318 0.224 55 9174 1.8237 0.225 66 9119 1.8128 0.226 49 9053 1.7996 0.227 51 9004 1.7899 0.228 53 8953 1.7798 0.229 47 8900 1.7692 0.230 53 8853 1.7599 0.231 55 8800 1.7493 0.232 39 8745 1.7384 0.233 53 8706 1.7307 11/3/2015 9:28 AM 4/26 Excel Engineering USGS9217dPostMitigated.txt No G .60 b Cr ob b Rd 0.234 45 8653 1.7201 0.235 38 8608 1.7112 0.236 46 8570 1.7036 0.237 55 8524 1.6945 0.238 44 8469 1.6835 0.239 46 8425 1.6748 0.240 41 8379 1.6656 0.241 52 8338 1.6575 0.242 44 8286 1.6472 0.243 53 8242 1.6384 0.244 40 8189 1.6279 0.245 63 8149 1.6199 0.246 42 8086 1.6074 0.247 34 8044 1.5991 0.248 28 8010 1.5923 0.249 34 7982 .5867 0.250 46 7948 .5800 0.251 38 7902 1.5708 0.252 49 7864 1.5633 0.253 47 7815 1.5535 0.254 45 7768 1.5442 0.255 46 7723 1.5352 0.256 45 7677 1.5261 0.257 37 7632 1.5172 0.258 39 7595 1.5098 0.259 27 7556 1.5020 0.260 41 7529 1.4967 0.261 42 7488 1.4885 0.262 41 7446 1.4802 0.263 32 7405 1.4720 0.264 38 7373 1.4657 0.265 35 7335 1.4581 0.266 38 7300 1.4512 0.267 37 7262 1.4436 0.268 38 7225 1.4362 0.269 46 7187 1.4287 0.270 27 7141 1.4195 0.271 39 7114 1.4142 0.272 27 7075 1.4064 0.273 30 7048 1.4011 0.274 47 7018 1.3951 0.275 36 6971 1.3858 0.276 38 6935 1.3786 0.277 29 6897 1.3710 0.278 35 6868 1.3653 0.279 37 6833 1.3583 0.280 25 6796 1.3510 0.281 39 6771 1.3460 0.282 31 6732 1.3382 0.283 24 6701 1.3321 0.284 30 6677 1.3273 0.285 32 6647 1.3213 0.286 24 6615 1.3150 0.287 32 6591 1.3102 0.288 40 6559 1.3039 0.289 26 6519 1.2959 0.290 29 6493 1.2907 0.291 33 6464 1.2850 0.292 25 6431 1.2784 0.293 34 6406 1.2734 11/3/2015 9:28 AM Excel Engineering USGS9217d PostMitigated.txt G '0 / xzle 0.294 39 6372 1.2667 0.295 28 6333 1.2589 0.296 33 6305 1.2534 0.297 38 6272 1.2468 0.298 33 6234 1.2392 0.299 30 6201 1.2327 0.300 41 6171 .2267 0.301 32 6130 .2186 0.302 40 6098 .2122 0.303 23 6058 .2043 0.304 33 6035 .1997 0.305 34 6002 .1931 0.306 28 5968 .1864 0.307 23 5940 .1808 0.308 31 5917 .1762 0.309 22 5886 .1701 0.310 35 5864 1.1657 0.311 28 5829 .1587 0.312 25 5801 .1532 0.313 21 5776 .1482 0.314 24 5755 1.1440 0.315 25 5731 .1393 0.316 29 5706 .1343 0.317 32 5677 .1285 0.318 33 5645 .1222 0.319 29 5612 .1156 0.320 40 5583 .1098 0.321 25 5543 .1019 0.322 34 5518 .0969 0.323 24 5484 1.0902 0.324 26 5460 1.0854 0.325 23 5434 1.0802 0.326 20 5411 1.0756 0.327 29 5391 1.0717 0.328 28 5362 1.0659 0.329 39 5334 1.0603 0.330 22 5295 1.0526 0.331 26 5273 1.0482 0.332 35 5247 1.0430 0.333 26 5212 1.0361 0.334 25 5186 1.0309 0.335 25 5161 1.0259 0.336 25 5136 1.0210 0.337 30 5111 1.0160 0.338 26 5081 1.0100 0.339 22 5055 1.0049 0.340 27 5033 1.0005 0.341 29 5006 0.9951 0.342 27 4977 0.9894 0.343 26 4950 0.9840 0.344 34 4924 0.9788 0.345 33 4890 0.9721 0.346 28 4857 0.9655 0.347 20 4829 0.9600 0.348 30 4809 0.9560 0.349 12 4779 0.9500 0.350 27 4767 0.9476 0.351 26 4740 0.9423 0.352 25 4714 0.9371 0.353 23 4689 0.9321 11/3/2015 9:28 AM 6/26 Excel Engineering USGS9217d PostMitigated.txt 4 G 0 110 4.' 0.354 21 4666 0.9275 0.355 26 4645 0.9234 0.356 22 4619 0.9182 0.357 25 4597 0.9138 0.358 26 4572 0.9089 0.359 25 4546 0.9037 0.360 15 4521 0.8987 0.361 20 4506 0.8957 0.362 16 4486 0.8918 0.363 21 4470 0.8886 0.364 19 4449 0.8844 0.365 17 4430 0.8806 0.366 23 4413 0.8773 0.367 17 4390 0.8727 0.368 18 4373 0.8693 0.369 23 4355 0.8657 0.370 22 4332 0.8612 0.371 24 4310 0.8568 0.372 22 4286 0.8520 0.373 17 4264 0.8476 0.374 15 4247 0.8443 0.375 19 4232 0.8413 0.376 27 4213 0.8375 0.377 19 4186 0.8321 0.378 16 4167 0.8284 0.379 25 4151 0.8252 0.380 23 4126 0.8202 0.381 22 4103 0.8156 0.382 19 4081 0.8113 0.383 24 4062 0.8075 0.384 15 4038 0.8027 0.385 21 4023 0.7997 0.386 15 4002 0.7956 0.387 19 3987 0.7926 0.388 17 3968 0.7888 0.389 24 3951 0.7854 0.390 21 3927 0.7806 0.391 13 3906 0.7765 0.392 16 3893 0.7739 0.393 23 3877 0.7707 0.394 22 3854 0.7661 0.395 23 3832 0.7618 0.396 22 3809 0.7572 0.397 17 3787 0.7528 0.398 13 3770 0.7494 0.399 24 3757 0.7468 0.400 12 3733 0.7421 0.401 23 3721 0.7397 0.402 15 3698 0.7351 0.403 12 3683 0.7321 0.404 16 3671 0.7298 0.405 15 3655 0.7266 0.406 16 3640 0.7236 0.407 14 3624 0.7204 0.408 18 3610 0.7176 0.409 12 3592 0.7140 0.410 14 3580 0.7117 0.411 12 3566 0.7089 0.412 6 3554 0.7065 0.413 11 3548 0.7053 11/3/2015 9:28 AM 7/26 Excel Engineering USGS9217dPostMitigated.txt 4 b 0 I 0.414 14 3537 0.7031 0.415 11 3523 0.7003 0.416 10 3512 0.6981 0.417 16 3502 0.6962 0.418 18 3486 0.6930 0.419 16 3468 0.6894 0.420 10 3452 0.6862 0.421 12 3442 0.6842 0.422 8 3430 0.6818 0.423 19 3422 0.6803 0.424 9 3403 0.6765 0.425 14 3394 0.6747 0.426 12 3380 0.6719 0.427 18 3368 0.6695 0.428 14 3350 0.6659 0.429 12 3336 0.6632 0.430 13 3324 0.6608 0.431 13 3311 0.6582 0.432 13 3298 0.6556 0.433 14 3285 0.6530 0.434 16 3271 0.6502 0.435 9 3255 0.6471 0.436 11 3246 0.6453 0.437 14 3235 0.6431 0.438 9 3221 0.6403 0.439 6 3212 0.6385 0.440 13 3206 0.6373 0.441 15 3193 0.6347 0.442 10 3178 0.6318 0.443 13 3168 0.6298 0.444 13 3155 0.6272 0.445 11 3142 0.6246 0.446 11 3131 0.6224 0.447 9 3120 0.6202 0.448 5 3111 0.6184 0.449 17 3106 0.6174 0.450 5 3089 0.6141 0.451 9 3084 0.6131 0.452 13 3075 0.6113 0.453 10 3062 0.6087 0.454 7 3052 0.6067 0.455 7 3045 0.6053 0.456 10 3038 0.6039 0.457 6 3028 0.6019 0.458 14 3022 0.6007 0.459 13 3008 0.5980 0.460 12 2995 0.5954 0.461 15 2983 0.5930 0.462 8 2968 0.5900 0.463 14 2960 0.5884 0.464 7 2946 0.5856 0.465 10 2939 0.5842 0.466 10 2929 0.5823 0.467 9 2919 0.5803 0.468 10 2910 0.5785 0.469 7 2900 0.5765 0.470 10 2893 0.5751 0.471 10 2883 0.5731 0.472 15 2873 0.5711 0.473 7 1 2858 0.5681 11/3/2015 9:28 AM 8/26 Excel Engineering USGS9217d PostMitigated.txt ell, b 0 0.474 14 2851 0.5667 0.475 10 2837 0.5640 0.476 14 2827 0.5620 0.477 7 2813 0.5592 0.478 8 2806 0.5578 0.479 10 2798 0.5562 0.480 10 2788 0.5542 0.481 9 2778 0.5522 0.482 7 2769 0.5504 0.483 7 2762 0.5491 0.484 15 2755 0.5477 0.485 11 2740 0.5447 0.486 9 2729 0.5425 0.487 16 2720 0.5407 0.488 3 2704 0.5375 0.489 10 2701 0.5369 0.490 7 2691 0.5349 0.491 12 2684 0.5335 0.492 7 2672 0.5312 0.493 6 2665 0.5298 0.494 10 2659 0.5286 0.495 14 2649 0.5266 0.496 3 2635 0.5238 0.497 6 2632 0.5232 0.498 11 2626 0.5220 0.499 8 2615 0.5198 0.500 11 2607 0.5182 0.501 6 2596 0.5161 0.502 4 2590 0.5149 0.503 10 2586 0.5141 0.504 10 2576 0.5121 0.505 8 2566 0.5101 0.506 7 2558 0.5085 0.507 5 2551 0.5071 0.508 5 2546 0.5061 0.509 2 2541 0.5051 0.510 6 2539 0.5047 0.511 13 2533 0.5035 0.512 5 2520 0.5009 0.513 10 2515 0.5000 0.514 4 2505 0.4980 0.515 9 2501 0.4972 0.516 5 2492 0.4954 0.517 2 2487 0.4944 0.518 8 2485 0.4940 0.519 2 2477 0.4924 0.520 2 2475 0.4920 0.521 12 2473 0.4916 0.522 5 2461 0.4892 0.523 8 2456 0.4882 0.524 5 2448 0.4866 0.525 14 2443 0.4856 0.526 3 2429 0.4829 0.527 6 2426 0.4823 0.528 10 2420 0.4811 0.529 6 2410 0.4791 0.530 8 2404 0.4779 0.531 9 2396 0.4763 0.532 12 2387 0.4745 0.533 8 2375 0.4721 11/3/2015 9:28 AM 9/26 Excel Engineering USGS9217dPostMitigated.txt Kv 01 I 0.534 - 7 2367 0.4705 0.535 9 2360 0.4691 0.536 5 2351 0.4674 0.537 10 2346 0.4664 0.538 5 2336 0.4644 0.539 7 2331 0.4634 0.540 5 2324 0.4620 0.541 5 2319 0.4610 0.542 5 2314 0.4600 0.543 8 2309 0.4590 0.544 9 2301 0.4574 0.545 5 2292 0.4556 0.546 8 2287 0.4546 0.547 6 2279 0.4530 0.548 8 2273 0.4518 0.549 7 2265 0.4503 0.550 4 2258 0.4489 0.551 4 2254 0.4481 0.552 4 2250 0.4473 0.553 8 2246 0.4465 0.554 7 2238 0.4449 0.555 7 2231 0.4435 0.556 4 2224 0.4421 0.557 6 2220 0.4413 0.558 5 2214 0.4401 0.559 9 2209 0.4391 0.560 5 2200 0.4373 0.561 3 2195 0.4363 0.562 2 2192 0.4357 0.563 5 2190 0.4353 0.564 10 2185 0.4344 0.565 5 2175 0.4324 0.566 4 2170 0.4314 0.567 8 2166 0.4306 0.568 5 2158 0.4290 0.569 7 2153 0.4280 0.570 9 2146 0.4266 0.571 3 2137 0.4248 0.572 4 2134 0.4242 0.573 4 2130 0.4234 0.574 2 2126 0.4226 0.575 9 2124 0.4222 0.576 5 2115 0.4204 0.577 5 2110 0.4194 0.578 4 2105 0.4184 0.579 5 2101 0.4177 0.580 7 2096 0.4167 0.581 4 2089 0.4153 0.582 6 2085 0.4145 0.583 7 2079 0.4133 0.584 5 2072 0.4119 0.585 5 2067 0.4109 0.586 6 2062 0.4099 0.587 4 2056 0.4087 0.588 2 2052 0.4079 0.589 5 2050 0.4075 0.590 6 2045 0.4065 0.591 12 2039 0.4053 0.592 7 2027 0.4029 0.593 1 6 2020 0.4016 11/3/2015 9:28 AM 10/26 Excel Engineering USGS9217d PostMitigated.txt G b 0- 0.594 6 2014 0.4004 0.595 5 2008 0.3992 0.596 4 2003 0.3982 0.597 5 1999 0.3974 0.598 5 1994 0.3964 0.599 1 1989 0.3954 0.600 10 1988 0.3952 0.601 1 1978 0.3932 0.602 5 1977 0.3930 0.603 8 1972 0.3920 0.604 2 1964 0.3904 0.605 5 1962 0.3900 0.606 3 1957 0.3890 0.607 5 1954 0.3884 0.608 3 1949 0.3874 0.609 7 1946 0.3868 0.610 6 1939 0.3855 0.611 6 1933 0.3843 0.612 4 1927 0.3831 0.613 7 1923 0.3823 - 0.614 3 1916 0.3809 0.615 7 1913 0.3803 0.616 1 1906 0.3789 0.617 3 1905 0.3787 0.618 8 1902 0.3781 0.619 7 1894 0.3765 0.620 4 1887 0.3751 0.621 3 1883 0.3743 0.622 4 1880 0.3737 0.623 3 1876 0.3729 0.624 8 1873 0.3723 0.625 2 1865 0.3707 0.626 3 1863 0.3703 0.627 5 1860 0.3697 0.628 5 1855 0.3688 0.629 7 1850 0.3678 0.630 2 1843 0.3664 0.631 5 1841 0.3660 0.632 1 1836 0.3650 0.633 4 1835 0.3648 0.634 4 1831 0.3640 0.635 10 1827 0.3632 0.636 9 1817 0.3612 0.637 6 1808 0.3594 0.638 9 1802 0.3582 0.639 4 1793 0.3564 0.640 3 1789 0.3556 0.641 6 1786 0.3550 0.642 2 1780 0.3538 0.643 5 1778 0.3534 0.644 8 1773 0.3525 0.645 3 1765 0.3509 0.646 2 1762 0.3503 0.647 4 1760 0.3499 0.648 3 1756 0.3491 0.649 2 1753 0.3485 0.650 3 1751 0.3481 0.651 1 1748 0.3475 0.652 5 1747 0.3473 0.653 7 1742 0.3463 11/3/2015 9:28 AM 11/26 Excel Engineering USGS9217dPostMitigated.txt q,Q' loop I / /me (F 0~1 0.654 5 1735 0.3449 0.655 4 1730 0.3439 0.656 9 1726 0.3431 0.657 8 1717 0.3413 0.658 1 1709 0.3397 0.659 2 1708 0.3395 0.660 4 1706 0.3391 0.661 2 1702 0.3383 0.662 4 1700 0.3379 0.663 3 1696 0.3371 0.664 7 1693 0.3365 0.665 4 1686 0.3352 0.666 3 1682 0.3344 0.667 4 1679 0.3338 0.668 5 1675 0.3330 0.669 3 1670 0.3320 0.670 3 1667 0.3314 0.671 5 1664 0.3308 0.672 4 1659 0.3298 0.673 4 1655 0.3290 0.674 4 1651 0.3282 0.675 4 1647 0.3274 0.676 7 1643 0.3266 0.677 3 1636 0.3252 0.678 6 1633 0.3246 0.679 8 1627 0.3234 0.680 4 1619 0.3218 0.681 6 1615 0.3210 0.682 3 1609 0.3199 0.683 5 1606 0.3193 0.684 3 1601 0.3183 0.685 8 1598 0.3177 0.686 2 1590 0.3161 0.687 5 1588 0.3157 0.688 5 1583 0.3147 0.689 2 1578 0.3137 0.690 4 1576 0.3133 0.691 3 1572 0.3125 0.692 4 1569 0.3119 0.693 5 1565 0.3111 0.694 2 1560 0.3101 0.695 7 1558 0.3097 0.696 2 1551 0.3083 0.697 5 1549 0.3079 0.698 4 1544 0.3069 0.699 3 1540 0.3061 0.700 3 1537 0.3055 0.701 6 1534 0.3049 0.702 5 1528 0.3037 0.703 1 1523 0.3028 0.705 6 1522 0.3026 0.706 2 1516 0.3014 0.707 1 1514 0.3010 0.708 2 1513 0.3008 0.709 3 1511 0.3004 0.710 3 1508 0.2998 0.711 4 1505 0.2992 0.712 5 1501 0.2984 0.713 8 1496 0.2974 0.714 4 1488 0.2958 11/3/2015 9:28 AM 12/26 I Excel Engineering USGS9217d PostMitigated.txt G \Qb epI 0.715 8 1484 0.2950 0.716 2 1476 0.2934 0.717 2 1474 0.2930 0.718 2 1472 0.2926 0.719 4 1470 0.2922 0.720 2 1466 0.2914 0.721 3 1464 0.2910 0.722 3 1461 0.2904 0.723 3 1458 0.2898 0.724 3 1455 0.2892 0.725 3 1452 0.2886 0.726 3 1449 0.2880 0.727 5 1446 0.2874 0.728 7 1441 0.2865 0.730 3 1434 0.2851 0.731 2 1431 0.2845 0.732 3 1429 0.2841 0.733 2 1426 0.2835 0.734 4 1424 0.2831 0.735 2 1420 0.2823 0.736 7 1418 0.2819 0.737 8 1411 0.2805 0.738 2 1403 0.2789 0.739 1 1401 0.2785 0.740 4 1400 0.2783 0.741 7 1396 0.2775 0.742 3 1389 0.2761 0.743 3 1386 0.2755 0.744 2 1383 0.2749 0.745 6 1381 0.2745 0.746 7 1375 0.2733 0.747 3 1368 0.2719 0.748 6 1365 0.2713 0.749 5 1359 0.2702 0.750 7 1354 0.2692 0.751 8 1347 0.2678 0.752 1 1339 0.2662 0.753 5 1338 0.2660 0.754 1 1333 0.2650 0.755 2 1332 0.2648 0.756 5 1330 0.2644 0.757 4 1325 0.2634 0.758 5 1321 0.2626 0.759 5 1316 0.2616 0.760 5 1311 0.2606 0.761 5 1306 0.2596 0.762 4 1301 0.2586 0.763 5 1297 0.2578 0.764 7 1292 0.2568 0.765 7 1285 0.2554 0.766 3 1278 0.2541 0.767 5 1275 0.2535 0.768 2 1270 0.2525 0.769 4 1268 0.2521 0.770 4 1264 0.2513 0.771 4 1260 0.2505 0.772 4 1256 0.2497 0.773 4 1252 0.2489 0.774 2 1248 0.2481 0.775 3 1246 0.2477 11/3/2015 9:28 AM 13/26 Excel Engineering USGS9217d PostMitigated.txt 4 G F '¼ 0.776 1 1243 0.2471 0.777 3 1242 0.2469 0.778 2 1239 0.2463 0.779 4 1237 0.2459 0.780 2 1233 0.2451 0.781 4 1231 0.2447 0.782 6 1227 0.2439 0.783 4 1221 0.2427 0.784 5 1217 0.2419 0.785 5 1212 0.2409 0.786 1 1207 0.2399 0.787 2 1206 0.2397 0.788 4 1204 0.2393 0.789 3 1200 0.2385 0.790 1 1197 0.2379 0.791 2 1196 0.2378 0.792 2 1194 0.2374 0.793 1 1192 0.2370 0.794 6 1191 0.2368 0.795 1 1185 0.2356 0.796 4 1184 0.2354 0.797 1 1180 0.2346 0.798 2 1179 0.2344 0.800 1 1177 0.2340 0.801 3 1176 0.2338 0.802 3 1173 0.2332 0.803 4 1170 0.2326 0.804 3 1166 0.2318 0.805 5 1163 0.2312 0.806 5 1158 0.2302 0.807 1 1153 0.2292 0.809 3 1152 0.2290 0.810 1 1149 0.2284 0.811 1 1148 0.2282 0.812 2 1147 0.2280 0.813 3 1145 0.2276 0.814 2 1142 0.2270 0.815 7 1140 0.2266 0.816 1 1133 0.2252 0.817 3 1132 0.2250 0.818 1 1129 0.2244 0.819 1 1128 0.2242 0.820 2 1127 0.2240 0.821 1125 0.2236 0.822 1124 0.2234 0.823 1123 0.2232 0.824 1122 0.2230 0.825 1121 0.2228 0.826 3 1118 0.2222 0.827 4 1115 0.2216 0.829 4 1111 0.2209 0.830 3 1107 0.2201 0.831 2 1104 0.2195 0.832 2 1102 0.2191 0.834 1 1100 0.2187 0.835 6 1099 0.2185 0.836 4 1093 0.2173 0.837 1 1089 0.2165 0.838 6 1088 0.2163 0.839 2 1082 0.2151 11/3/2015 9:28 AM Excel Engineering USGS9217d PostMitigated.txt G 0.840 1 1080 0.2147 0.841 4 1079 0.2145 0.842 3 1075 0.2137 0.843 3 1072 0.2131 0.844 2 1069 0.2125 0.845 1067 0.2121 0.846 1064 0.2115 0.847 1063 0.2113 0.848 2 1062 0.2111 0.850 4 1060 0.2107 0.851 3 1056 0.2099 0.853 2 1053 0.2093 0.854 4 1051 0.2089 0.857 1 1047 0.2081 0.858 3 1046 0.2079 0.859 4 1043 0.2073 0.860 4 1039 0.2065 0.862 3 1035 0.2057 0.863 2 1032 0.2051 0.864 2 1030 0.2048 0.865 2 1028 0.2044 0.866 3 1026 0.2040 0.867 2 1023 0.2034 0.868 5 1021 0.2030 0.869 5 1016 0.2020 0.870 1 1011 0.2010 0.871 4 1010 0.2008 0.872 3 1006 0.2000 0.873 5 1003 0.1994 0.874 1 998 0.1984 0.875 4 997 0.1982 0.876 2 993 0.1974 0.877 2 991 0.1970 0.878 2 989 0.1966 0.879 2 987 0.1962 0.881 2 985 0.1958 0.883 1 983 0.1954 0.884 3 982 0.1952 0.885 1 979 0.1946 0.886 5 978 0.1944 0.888 1 973 0.1934 0.889 1 972 0.1932 0.890 1 971 0.1930 0.891 4 970 0.1928 0.892 3 966 0.1920 0.893 2 963 0.1914 0.895 2 961 0.1910 0.897 2 959 0.1906 0.898 3 957 0.1902 0.900 2 954 0.1896 0.901 3 952 0.1892 0.903 4 949 0.1887 0.904 2 945 0.1879 0.905 2 943 0.1875 0.906 1 941 0.1871 0.907 1 940 0.1869 0.910 2 939 0.1867 0.911 4 937 0.1863 0.912 4 933 0.1855 0.913 1 929 0.1847 11/3/2015 9:28 AM 15/26 Excel Engineering USGS9217dPostMitigated.txt G b øcl 53 b 0.914 2 928 0.1845 0.915 1 926 0.1841 0.917 3 925 0.1839 0.919 2 922 0.1833 0.920 2 920 0.1829 0.921 4 918 0.1825 0.923 3 914 0.1817 0.924 4 911 0.1811 0.927 3 907 0.1803 0.928 1 904 0.1797 0.929 2 903 0.1795 0.930 3 901 0.1791 0.932 1 898 0.1785 0.933 3 897 0.1783 0.934 1 894 0.1777 0.935 4 893 0.1775 0.936 3 889 0.1767 0.937 3 886 0.1761 0.939 3 883 0.1755 0.940 1 880 0.1749 0.941 1 879 0.1747 0.942 1 878 0.1745 0.943 1 4 877 0.1743 0.945 4 873 0.1735 0.946 1 869 0.1727 0.948 1 868 0.1725 0.949 2 867 0.1723 0.950 2 865 0.1720 0.951 2 863 0.1716 0.952 1 861 0.1712 0.953 1 860 0.1710 0.955 4 859 0.1708 0.956 2 855 0.1700 0.957 2 853 0.1696 0.958 1 851 0.1692 0.959 1 850 0.1690 0.960 1 849 0.1688 0.961 2 848 0.1686 0.962 1 846 0.1682 0.965 1 845 0.1680 0.966 1 844 0.1678 0.967 2 843 0.1676 0.968 5 841 0.1672 0.969 3 836 0.1662 0.970 1 833 0.1656 0.971 1 832 0.1654 0.972 1 831 0.1652 0.975 2 830 0.1650 0.976 1 828 0.1646 0.977 2 827 0.1644 0.978 2 825 0.1640 0.979 1 823 0.1636 0.980 3 822 0.1634 0.981 2 819 0.1628 0.983 1 817 0.1624 0.984 1 816 0.1622 0.985 2 815 0.1620 0.986 1 813 0.1616 0.987 3 812 0.1614 0.988 3 809 0.1608 11/3/2015 9:28 AM 16/26 Excel Engineering USGS9217d PostMitigated.txt 4 qo Ok 0.989 2 806 0.1602 0.990 2 804 0.1598 0.991 802 0.1594 0.992 801 0.1592 0.993 800 0.1590 0.997 799 0.1588 0.998 3 798 0.1586 0.999 1 795 0.1580 1.000 1 794 0.1578 1.001 4 793 0.1576 1.002 2 789 0.1568 1.003 4 787 0.1564 1.004 1 783 0.1557 1.005 4 782 0.1555 1.006 2 778 0.1547 1.007 2 776 0.1543 1.009 4 774 0.1539 1.010 3 770 0.1531 1.011 2 767 0.1525 1.013 4 765 0.1521 1.014 3 761 0.1513 1.016 1 758 0.1507 1.018 1 757 0.1505 1.019 .2 756 0.1503 1.020 1 754 0.1499 1.022 1 753 0.1497 1.023 2 752 0.1495 1.025 1 750 0.1491 1.026 1 749 0.1489 1.027 5 748 0.1487 1.029 1 743 0.1477 1.030 1 742 0.1475 1.031 1 741 0.1473 1.032 1 740 0.1471 1.034 2 739 0.1469 .035 3 737 0.1465 .038 4 734 0.1459 .039 1 730 0.1451 .040 3 729 0.1449 1.043 2 726 0.1443 1.046 1 724 0.1439 1.047 1 723 0.1437 1.048 4 722 0.1435 1.049 4 718 0.1427 1.051 2 714 0.1419 1.052 1 712 0.1415 1.053 1 711 0.1413 1.055 3 710 0.1411 1.056 3 707 0.1405 1.057 4 704 0.1399 1.058 2 700 0.1392 1.059 1 698 0.1388 1.061 2 697 0.1386 1.062 2 695 0.1382 1.063 2 693 0.1378 1.064 2 691 0.1374 1.065 1 689 0.1370 1.068 2 688 0.1368 1.069 3 686 0.1364 1.071 1 683 0.1358 17/26 Excel Engineering USGS9217d PostMitigated.txt p 0 - F' 1.072 1 682 0.1356 1.073 3 681 0.1354 1.074 2 678 0.1348 1.075 2 676 0.1344 1.076 3 674 0.1340 1.077 3 671 0.1334 1.079 3 668 0.1328 1.081 3 665 0.1322 1.082 2 662 0.1316 1.083 1 660 0.1312 1.085 1 659 0.1310 1.090 4 658 0.1308 1.091 5 654 0.1300 1.093 3 649 0.1290 1.095 3 646 0.1284 1.096 643 0.1278 1.100 642 0.1276 1.101 641 0.1274 1.102 4 640 0.1272 1.103 636 0.1264 1.104 2 635 0.1262 1.105 633 0.1258 1.107 632 0.1256 1.108 631 0.1254 1.109 2 630 0.1252 1.111 2 628 0.1248 1.112 626 0.1244 1.113 3 625 0.1242 1.114 622 0.1236 1.116 621 0.1234 1.118 2 620 0.1232 1.119 618 0.1229 1.123 2 617 0.1227 1.124 2 615 0.1223 1.125 1 613 0.1219 1.127 2 612 0.1217 1.130 2 610 0.1213 1.132 2 608 0.1209 1.134 1 606 0.1205 1.135 2 605 0.1203 1.136 1 603 0.1199 1.137 2 602 0.1197 1.140 2 600 0.1193 1.141 3 598 0.1189 1.143 3 595 0.1183 1.145 2 592 0.1177 1.147 2 590 0.1173 1.150 588 0.1169 1.151 587 0.1167 1.152 586 0.1165 1.153 2 583 0.1159 1.154 1 581 0.1155 1.155 1 580 0.1153 1.156 2 579 0.1151 1.157 1 577 0.1147 1.160 4 576 0.1145 1.162 1 572 0.1137 1.163 1 571 0.1135 1.164 1 570 0.1133 1.166 1 569 0.1131 11/3/2015 9:28 AM 18/26 Excel Engineering USGS9217d PostMitigated.txt BP d1i 0 b K4 1.167 1 568 0.1129 1.168 1 567 0.1127 1.169 2 566 0.1125 1.170 1 564 0.1121 1.172 4 563 0.1119 1.173 1 559 0.1111 1.174 1 558 0.1109 1.175 2 557 0.1107 1.176 1 555 0.1103 1.179 2 554 0.1101 1.180 1 552 0.1097 1.181 1 551 0.1095 1.184 3 550 0.1093 1.185 1 547 0.1087 1.187 1 546 0.1085 1.189 2 545 0.1083 1.191 2 543 0.1079 1.192 1 541 0.1075 1.193 1 540 0.1073 1.195 3 539 0.1071 1.196 2 536 0.1066 1.198 2 534 0.1062 1.199 3 532 0.1058 1.200 2 529 0.1052 1.201 2 527 0.1048 1.202 2 525 0.1044 1.203 2 523 0.1040 1.204 1 521 0.1036 1.205 1 520 0.1034 1.207 2 519 0.1032 1.208 2 517 0.1028 1.211 2 515 0.1024 1.213 513 0.1020 1.216 512 0.1018 1.218 511 0.1016 1.219 510 0.1014 1.225 3 509 0.1012 1.231 506 0.1006 1.232 2 505 0.1004 1.233 1 503 0.1000 1.235 1 502 0.0998 1.237 2 501 0.0996 1.238 1 499 0.0992 1.239 2 498 0.0990 1.240 496 0.0986 1.241 495 0.0984 1.243 494 0.0982 1.244 493 0.0980 1.245 492 0.0978 1.248 491 0.0976 1.250 3 490 0.0974 1.251 1 487 0.0968 1.252 1 486 0.0966 1.255 3 485 0.0964 1.257 1 482 0.0958 1.258 2 481 0.0956 1.259 3 479 0.0952 1.263 1 476 0.0946 1.264 2 475 0.0944 1.265 2 473 0.0940 11/3/2015 9:28 AM 19/26 Excel Engineering USGS9217d PostMitigated.txt 01 '0 CP 1.266 1 471 0.0936 1.267 1 470 0.0934 1.268 2 469 0.0932 1.269 2 467 0.0928 1.272 1 465 0.0924 1.273 2 464 0.0922 1.276 1 462 0.0918 1.277 1 - - 461 0.0916 1.278 3 460 0.0914 1.279 1 457 0.0908 1.281 2 456 0.0906 1.282 1 454 0.0903 1.284 - 453 0.0901 1.285 452 0.0899 1.286 451 0.0897 1.287 450 0.0895 1.289 2 449 0.0893 1.294 1 447 0.0889 1.296 2 446 0.0887 1.297 1 444 0.0883 1.299 2 443 0.0881 1.300 3 441 0.0877 1.301 438 0.0871 1.302 437 0.0869 1.304 436 0.0867 1.309 435 0.0865 1.312 434 0.0863 1.313 2 433 0.0861 1.314 431 0.0857 1.316 430 0.0855 1.319 2 429 0.0853 1.320 427 0.0849 1.323 426 0.0847 1.327 425 0.0845 1.328 424 0.0843 1.329 1 423 0.0841 1.330 2 422 0.0839 1.331 3 420 0.0835 1.333 2 417 0.0829 1.334 1 415 0.0825 1.337 1 414 0.0823 1.338 1 413 0.0821 1.339 1 412 0.0819 1.340 1 411 0.0817 1.341 2 410 0.0815 1.343 1 408 0.0811 1.345 1 407 0.0809 1.348 1 406 0.0807 1.353 1 405 0.0805 1.356 3 404 0.0803 1.360 2 401 0.0797 1.363 1 399 0.0793 1.364 1 398 0.0791 1.370 1 397 0.0789 1.372 2 396 0.0787 1.375 2 394 0.0783 1.376 1 392 0.0779 1.377 1 391 0.0777 1.378 1 390 0.0775 1.379 2 389 0.0773 11/3/2015 9:28 AM 20/26 1 I Excel Engineering USGS9217d PostMitigated.txt Ne qe Ok (F 001 2e du 0 1.380 1 387 0.0769 1.382 1 386 0.0767 1.384 2 385 0.0765 1.385 3 383 0.0761 1.386 2 380 0.0755 1.387 1 378 0.0751 1.388 2 377 0.0749 1.389 1 375 0.0745 1.393 1 374 0.0743 1.396 2 373 0.0741 1.398 2 371 0.0738 1.400 1 369 0.0734 1.402 2 368 0.0732 1.405 1 366 0.0728 1.406 1 365 0.0726 1.412 1 364 0.0724 1.413 1 363 0.0722 1.416 1 362 0.0720 1.420 2 361 0.0718 1.421 1 359 0.0714 1.424 1 358 0.0712 1.426 1 357 0.0710 .428 1 356 0.0708 .430 2 355 0.0706 1.434 2 353 0.0702 1.435 3 351 0.0698 .436 1 348 0.0692 1.444 1 347 0.0690 1.445 1 346 0.0688 .447 2 345 0.0686 .450 1 343 0.0682 .451 2 342 0.0680 .452 1 340 0.0676 .454 339 0.0674 .457 338 0.0672 .458 337 0.0670 .460 336 0.0668 .461 335 0.0666 1.462 334 0.0664 1.464 333 0.0662 1.465 332 0.0660 1.470 3 331 0.0658 1.477 328 0.0652 1.478 2 327 0.0650 1.482 325 0.0646 1.483 324 0.0644 1.489 323 0.0642 1.494 322 0.0640 1.497 321 0.0638 1.503 320 0.0636 1.504 2 319 0.0634 1.505 317 0.0630 1.506 3 316 0.0628 1.507 313 0.0622 1.509 312 0.0620 1.510 311 0.0618 1.513 2 310 0.0616 1.514 308 0.0612 1.515 307 0.0610 1.516 306 0.0608 11/3/2015 9:28 AM 21/26 Excel Engineering USGS9217dPostMitigated.txt 0 (I ob / 4..' qo 1.519 1 305 0.0606 1.520 1 304 0.0604 1.523 1 303 0.0602 1.524 302 0.0600 1.525 1 301 0.0598 1.526 1 300 0.0596 1.535 1 299 0.0594 1.542 1 298 0.0592 1.544 1 297 0.0590 1.547 4 296 0.0588 1.553 1 292 0.0580 1.554 1 291 0.0578 1.555 1 290 0.0576 1.557 1 289 0.0574 1.564 1 288 0.0573 1.565 1 287 0.0571 1.566 1 286 0.0569 1.569 2 285 0.0567 1.570 1 283 0.0563 1.574 1 282 0.0561 1.577 1 281 0.0559 1.580 1 280 0.0557 1.581 1 279 0.0555 1.584 1 278 0.0553 1.586 2 277 0.0551 1.589 1 275 0.0547 1.591 1 274 0.0545 1.594 2 273 0.0543 1.596 1 271 0.0539 1.597 2 270 0.0537 1.598 1 268 0.0533 1.600 1 267 0.0531 1.611 1 266 0.0529 1.618 1 265 0.0527 1.620 1 264 0.0525 1.623 2 263 0.0523 1.624 1 261 0.0519 1.625 1 260 0.0517 1.626 2 259 0.0515 1.627 1 257 0.0511 1.629 1 256 0.0509 1.631 1 255 0.0507 1.632 1 254 0.0505 1.633 1 253 0.0503 1.634 1 252 0.0501 1.635 1 251 0.0499 1.638 1 250 0.0497 1.639 1 249 0.0495 1.641 1 248 0.0493 1.642 1 247 0.0491 1.643 1 246 0.0489 1.644 1 245 0.0487 1.646 1 244 0.0485 1.647 1 243 0.0483 1.649 1 242 0.0481 1.650 1 241 0.0479 1.655 1 240 0.0477 1.658 1 239 0.0475 1.659 1 1 238 1 0.0473 1.664 1 1 237 1 0.0471 11/3/2015 9:28 AM 22/26 Excel Engineering USGS9217dPostMitigated.txt I o b 1.671 1 236 0.0469 1.673 1 235 0.0467 1.674 3 234 0.0465 1.677 1 231 0.0459 1.679 1 230 0.0457 1.680 2 229 0.0455 1.682 1 227 0.0451 1.688 1 226 0.0449 1.694 2 225 0.0447 1.697 1 223 0.0443 1.699 1 222 0.0441 1.700 1 221 0.0439 1.702 2 220 0.0437 1.703 1 218 0.0433 1.707 1 217 0.0431 1.711 1 216 0.0429 1.714 1 215 0.0427 1.717 1 214 0.0425 1.721 1 213 0.0423 1.731 1 212 0.0421 1.739 1 211 0.0419 1.743 1 210 0.0417 1.746 1 209 0.0415 1.747 1 208 0.0413 1.749 1 207 0.0411 1.752 1 206 0.0410 1.755 1 205 0.0408 1.758 1 204 0.0406 1.767 1 203 0.0404 1.768 2 202 0.0402 1.781 1 200 0.0398 1.784 1 199 0.0396 1.785 1 198 0.0394 1.788 1 197 0.0392 1.790 1 196 0.0390 1.791 2 195 0.0388 1.792 1 193 0.0384 1.798 1 192 0.0382 1.799 1 191 0.0380 1.803 1 190 0.0378 1.810 1 189 0.0376 1.812 3 188 0.0374 1.818 1 185 0.0368 1.822 1 184 0.0366 1.823 1 183 0.0364 1.824 1 182 0.0362 1.826 1 181 0.0360 1.828 1 180 0.0358 1.829 1 179 0.0356 1.836 1 178 0.0354 1.854 1 177 0.0352 1.855 1 176 0.0350 1.861 1 175 0.0348 1.863 1 174 0.0346 1.867 1 173 0.0344 1.870 2 172 0.0342 1.872 1 170 0.0338 1.875 1 169 0.0336 1.878 1 168 0.0334 1.880 1 167 0.0332 11/3/2015 9:28 AM 23/26 Excel Engineering USGS9217d PostMitigated.txt Aq CD o 0 S.CP 4:' Oe 0. 1.890 1 166 0.0330 1.894 3 165 0.0328 1.896 1 162 0.0322 1.903 2 161 0.0320 1.907 2 159 0.0316 1.913 1 157 0.0312 1.918 1 156 0.0310 1.921 1 155 0.0308 1.923 1 154 0.0306 1.924 1 153 0.0304 1.925 1 152 0.0302 1.934 1 151 0.0300 1.938 150 0.0298 1.941 1 149 0.0296 1.948 1 148 0.0294 1.952 1 147 0.0292 1.954 1 146 0.0290 1.958 1 145 0.0288 1.971 1 144 0.0286 1.972 1 143 0.0284 1.973 1 142 0.0282 1.987 2 141 0.0280 1.990 1 139 0.0276 1.992 1 138 0.0274 1.993 1 137 0.0272 1.998 1 136 0.0270 2.000 1 135 0.0268 2.003 1 134 0.0266 2.016 1 133 0.0264 2.024 1 132 0.0262 2.026 1 131 0.0260 2.051 130 0.0258 2.056 129 0.0256 2.064 128 0.0254 2.069 127 0.0252 2.094 126 0.0250 2.099 125 0.0248 2.103 124 0.0246 2.113 123 0.0245 2.121 122 0.0243 2.125 121 0.0241 2.134 120 0.0239 2.135 119 0.0237 2.136 118 0.0235 2.139 117 0.0233 2.151 2 116 0.0231 2.152 114 0.0227 2.155 113 0.0225 2.181 112 0.0223 2.183 111 0.0221 2.189 110 0.0219 2.195 109 0.0217 2.202 108 0.0215 2.204 107 0.0213 2.222 106 0.0211 2.225 105 0.0209 2.231 104 0.0207 2.243 ___________ 103 0.0205 2.246 102 0.0203 2.247 101 0.0201 11/3/2015 9:28 AM 24/26 Excel Engineering USGS9217d PostMitigated.txt 4, b '¼ 2.248 100 0.0199 2.251 99 0.0197 2.271 98 0.0195 2.274 97 0.0193 2.275 96 0.0191 2.279 95 0.0189 2.282 94 0.0187 2.289 93 0.0185 2.296 92 0.0183 2.301 91 0.0181 2.310 1 90 0.0179 2.314 1 89 0.0177 2.319 1 88 0.0175 2.323 1 87 0.0173 2.334 1 86 0.0171 2.345 1 85 0.0169 2.349 1 84 0.0167 2.364 1 83 0.0165 2.368 1 82 0.0163 2.413 1 81 0.0161 2.421 1 80 0.0159 2.430 1 79 0.0157 2.431 1 78 0.0155 2.460 1 77 0.0153 2.474 1 76 0.0151 2.475 1 75 0.0149 2.477 1 74 0.0147 2.487 1 73 0.0145 2.489 1 72 0.0143 2.498 1 71 0.0141 2.504 1 70 0.0139 2.556 1 69 0.0137 2.557 1 68 0.0135 2.564 1 67 0.0133 2.574 1 66 0.0131 2.575 1 65 0.0129 2.577 1 64 0.0127 2.587 1 63 0.0125 2.588 2 62 0.0123 2.594 1 60 0.0119 2.601 1 59 0.0117 2.634 1 58 0.0115 2.682 1 57 0.0113 2.688 1 56 0.0111 2.694 1 55 0.0109 2.719 1 54 0.0107 2.733 1 53 0.0105 2.734 1 52 0.0103 2.753 1 51 0.0101 2.770 1 50 0.0099 2.799 1 49 0.0097 2.806 1 48 0.0095 - 2.807 1 47 0.0093 2.825 1 46 0.0091 2.832 1 45 0.0089 2.839 1 44 0.0087 2.859 1 43 0.0085 2.870 1 42 0.0083 2.892 1 41 0.0082 2.898 1 40 0.0080 11/3/2015 9:28 AM 25/26 Excel Engineering USGS9217dPostMitigated.txt S I 2.905 1 39 0.0078 2.910 1 38 0.0076 2.917 1 37 0.0074 2.939 1 36 0.0072 2.952 1 35 0.0070 2.958 1 34 0.0068 2.989 1 33 0.0066 2.991 1 1 32 0.0064 2.992 1 31 0.0062 3.025 1 30 0.0060 3.063 1 29 0.0058 3.066 1 28 0.0056 3.069 1 27 0.0054 3.119 1 26 0.0052 3.133 1 25 0.0050 3.166 1 24 0.0048 3.178 1 23 0.0046 3.184 1 22 0.0044 3.210 1 21 0.0042 3.224 1 20 0.0040 3.231 1 19 0.0038 3.239 1 18 0.0036 3.251 1 17 0.0034 3.264 1 16 0.0032 3.448 1 1 15 0.0030 3.519 1 14 0.0028 3.663 1 13 0.0026 3.954 1 12 0.0024 4.089 1 11 0.0022 4.253 1 10 0.0020 4.486 1 9 0.0018 4.819 1 8 0.0016 4.929 1 7 0.0014 6.045 1 6 0.0012 6.358 1 5 0.0010 7.893 1 4 0.0008 8.140 3 0.0006 12.712 2 0.0004 17.664 1 0.0002 End of Data 11/3/2015 9:28 AM 26/26 Excel Engineering END OF REPORT Attachment C SWMM INPUT DATA SUMMARY AND DETAIL STATISTICS ANALYSIS OF THE SWMM FILES FOR: ANALYSIS DETAILS Statistics Selection: Nodes/Total Inflow Stream Susceptibility to Channel Erosion: High (QJf = (0.1)0.2) Assumed time between storms (hours): 24 PRE-DEVELOPEMENT SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP2\SWMM\Outfall B_16.01.12\14100-PRE-B.out SWMM file time stamp: 6/30/2015 12:34:18 PM Selected Node to Analyze: Outfall-B POST-DEVELOPEMENT UN-MITIGATED SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP2\SWMM\Outfall B_16.01.12\14100-POST-B.out SWMM file time stamp: 6/30/2015 12:34:59 PM Selected Node to Analyze: Outfall-B POST-DEVE LOPE MENT MITIGATED SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP2\SWMM\Outfall B_16.01.12\14100-MIT-B.out SWMM file time stamp: 1/12/2016 10:04:53 AM Selected Node to Analyze: Outfall-B MITIGATED CONDITIONS RESULTS For the Unmitigated Conditions: Flow Duration Conditions FAIL Peak Flow Conditions FAIL For the Mitigated Conditions: Flow Duration Conditions PASS Peak Flow Conditions PASS ---Mitigated Conditions--- The Mitigated Conditions flow duration curve is composed of 76 points. Of the points, 1 point(s) are above the flow control upper limit (0.10), 13 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (QIf to Q10), 62 point(s) have a lower duration than pre-development conditions. These points all pass. There are no points that failed, therefore the unmitigated conditions flow duration requirements have been met. Q:\14\14100\GPIP\GP2\SWMM\Outfall B_16.01.12\Reports\\Outfall B16.01.12-Results.pdf 1/13/2016 1:45:41 PM software version: 1.0.5233.35970 The Mitigated Conditions peak flow frequency curve is composed of 87 points. Of the points, 1 point(s) are above the flow control upper limit (Q10), 15 point(s) are below the low flow threshold value (QJf). Of the points within the flow control range (QIf to Q10), 71 point(s) have a lower peak flow rate than pre-development conditions. These points all pass. There are no points that failed, therefore the unmitigated conditions peak flow requirements have been met. ---Unmitigated Conditions--- The Unmitigated Conditions flow duration curve is composed of 130 points. Of the points, 1 point(s) are above the flow control upper limit (Q10), 13 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (QIf to Q10), 77 point(s) have a lower duration than pre-development conditions. These points all pass. There are 19 point(s) (within the flow control range) that the post-development condition exceeded the pre-development condition by MORE than 10%. If any number of points in the flow control range exceed pre- development values by MORE than 10% then the study FAILS flow control requirements. There are 20 point(s) that the post-development condition exceeded the pre-development conditions by LESS than 10%. This accounts for 15.4% of the curve length, which is greater than the 10% allowed. Therefore the study FAILS flow control requirements. Since there are 39 points that failed (ie more than 0), the unmitigated conditions flow duration requirements have NOT been met. The Unmitigated Conditions peak flow frequency curve is composed of 142 points. Of the points, 1 point(s) are above the flow control upper limit (Q10), 13 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (Ojf to Q10), 126 point(s) have a lower peak flow rate than pre-development conditions. These points all pass. There are 2 point(s) from QIf to Q5 that the post-development peak flow rate exceeded the pre-development flow rates. If any number of points from QIf to Q5 exceed pre-development values (at all), the study fails. Since there are 2 points that failed (le more than 0), the unmitigated conditions peak flow requirements have NOT been met. Q:\14\14100\GPIP\GP2\SWMM\Outfall B_16.01.12\Reports\\Outfall B_16.01. 12-Results.pdf 1/13/2016 1:45:41 PM software version: 1.0.5233.35970 Excel Engineering I Peak Flow Frequency Curves 2.5 I • ...- • - • - Pre Development - Post Development Un-Mitigated ....- Post Development Mitigated : : : : -3(- QIO (1.828cfs) -3(- 05 (1.722c1s) Q2 (1.360cf5) I i I till .-3K--olf(O.1360cfs) 0 10 20 30 40 50 Return Period (Years) Excel Engineering pea kFlowPassFail Mitigated .TXT Compare Post-Developement Curve to Pre-Developement Curve post-developement SWMM file: 0:\14\14100GPlP\GP2\SWMM\Outfall B_i 6.01 .12\14100-MIT-B.out post-developement time stamp: 1/1 212016 10:04:53 AM Compared to: pre-developement SWMM file: 0:\14\14100\GPIP\GP2\SWMM\Outfall B_i 6.01 .12\1 4100-PRE-B.out pre-developement time stamp: 6/30/2015 12:34:18 PM SP o\o0 0 58.00 2.04 2.52 FALSE FALSE FALSE Pass- Qpost Above Flow Control Upper Limit 1 29.00 1.36 2.13 TRUE FALSE FALSE Pass- Opost < Qpre 2 19.30 1.20 1.96 TRUE FALSE FALSE Pass- Qpost<Qpre 3 14.50 1.17 1.93 TRUE FALSE FALSE Pass- Qpost < Qpre 4 11.60 1.14 1.87 TRUE FALSE FALSE Pass- Qpost < Qpre 5 9.70 1.09 1.82 TRUE FALSE FALSE Pass- Qpost < Qpre 6 8.30 1.09 1.82 TRUE FALSE FALSE Pass- Qpost < Qpre 7 7.30 1.06 1.80 TRUE FALSE FALSE Pass- Qpost < Qpre 8 6.40 1.01 1.79 TRUE FALSE FALSE Pass- Qpost < Qpre 9 5.80 1.00 1.74 TRUE FALSE FALSE Pass- Qpost < Qpre 10 5.30 1.00 1.74 TRUE FALSE FALSE Pass- Opost < Qpre 11 4.80 0.96 1.71 TRUE FALSE FALSE Pass- Qpost < Qpre 12 4.50 0.94 1.70 TRUE FALSE FALSE Pass- Qpost < Opre 13 4.10 0.93 1.70 TRUE FALSE FALSE Pass- Qpost < Qpre 14 3.90 0.91 1.66 TRUE FALSE FALSE Pass- Qpost < Qpre 15 3.60 0.90 1.66 TRUE FALSE FALSE Pass- Qpost < Qpre 16 3.40 0.89 1.65 TRUE FALSE FALSE Pass- Qpost < Qpre 17 3.20 0.89 1.52 TRUE FALSE FALSE Pass- Qpost < Qpre 18 3.10 0.89 1.52 TRUE FALSE FALSE Pass- Qpost < Qpre 19 2.90 0.85 1.50 TRUE FALSE FALSE Pass- Qpost < Qpre 20 2.80 0.85 1.49 TRUE FALSE FALSE Pass- Qpost < Qpre 21 2.60 0.80 1.48 TRUE FALSE FALSE Pass- Qpost < Qpre 22 2.50 0.79 1.47 TRUE FALSE FALSE Pass- Qpost < Qpre 23 2.40 0.78 1.47 TRUE FALSE FALSE Pass- Qpost < Qpre 24 2.30 0.78 1.47 TRUE FALSE FALSE Pass- Opost < Opre 25 2.20 0.78 1.47 TRUE FALSE FALSE Pass- Qpost < Opre 26 2.10 0.71 1.41 TRUE FALSE FALSE Pass- Qpost < Qpre 27 2.00 0.70 1.36 TRUE FALSE FALSE Pass- Qpost < Qpre 28 1.90 0.69 1.32 TRUE FALSE FALSE Pass- Qpost < Qpre 29 1.90 0.64 1.32 TRUE FALSE FALSE Pass- Qpost < Qpre 30 1.80 0.62 1.26 TRUE FALSE FALSE Pass- Qpost < Qpre 31 1.70 10.62 1.23 TRUE FALSE FALSE I Pass- Qpost < Qpre 32 1.70 0.60 1.23 TRUE FALSE FALSE Pass- Qpost < Qpre 33 1.60 0.57 1.20 TRUE FALSE FALSE I Pass- Qpost < Qpre 1/13/2016 1:45 PM 1/3 Excel Engineering peakFlowPassFail Mitigated.TXT 4 o I 34 1.60 0.53 1.20 TRUE FALSE FALSE Pass- Qpost < Qpre 35 1.50 0.51 1.16 TRUE FALSE FALSE Pass- Qpost <Qpre 36 1.50 0.48 1.16 TRUE FALSE FALSE Pass- Qpost < Qpre 37 1.40 0.48 1.15 TRUE FALSE FALSE Pass- Qpost < Qpre 38 1.40 0.47 1.15 TRUE FALSE FALSE Pass- Qpost < Qpre 39 1.30 0.47 1.15 TRUE FALSE FALSE Pass- Qpost < Qpre 40 1.30 0.46 1.15 TRUE FALSE FALSE Pass- Qpost < Qpre 41 1.20 0.45 1.11 TRUE FALSE FALSE Pass- Qpost < Qpre 42 1.20 0.43 1.11 TRUE FALSE FALSE Pass- Qpost < Qpre 43 1.20 0.40 1.11 TRUE FALSE FALSE Pass- Qpost < Opre 44 1.10 0.39 1.03 TRUE FALSE FALSE Pass- Qpost c Qpre 45 1.10 0.37 1.03 TRUE FALSE FALSE Pass- Qpost < Opre 46 1.10 0.36 1.03 TRUE FALSE FALSE Pass- Qpost < Qpre 47 1.10 0.35 1.03 TRUE FALSE FALSE Pass- Opost <Opre 48 1.00 0.33 0.97 TRUE FALSE FALSE Pass- Opost < Qpre 49 1.00 0.32 0.97 TRUE FALSE FALSE Pass- Qpost < Qpre 50 1.00 0.30 0.97 TRUE FALSE FALSE Pass- Qpost < Qpre 51 0.90 0.29 0.95 TRUE FALSE FALSE Pass- Qpost < Qpre 52 0.90 0.28 0.95 TRUE FALSE FALSE Pass- Qpost < Qpre 53 0.90 0.27 0.95 TRUE FALSE FALSE Pass- Qpost < Qpre 54 0.90 0.25 0.95 TRUE FALSE FALSE Pass- Qpost < Qpre 55 0.80 0.25 0.91 TRUE FALSE FALSE Pass- Qpost < Qpre 56 0.80 0.24 0.91 TRUE FALSE FALSE Pass- Qpost < Qpre 57 0.80 0.23 0.91 TRUE FALSE FALSE Pass- Qpost < Qpre 58 0.70 0.23 0.85 TRUE FALSE FALSE Pass- Qpost < Qpre 59 0.70 0.22 0.85 TRUE FALSE FALSE Pass- Qpost < Qpre 60 61 0.70 0.60 0.21 0.85 TRUE TRUE FALSE FALSE .FALSE FALSE Pass- Qpost < Qpre Pass- Qpost < Qpre 0.21 0.82 62 0.60 0.20 0.82 TRUE FALSE FALSE Pass- Qpost < Qpre 63 0.60 0.19 0.82 TRUE FALSE FALSE Pass- Qpost < Qpre 64 0.50 0.19 0.70 TRUE FALSE FALSE Pass- Qpost < Opre 65 0.50 0.18 0.70 TRUE FALSE FALSE Pass- Qpost < Qpre 66 0.50 0.17 0.70 TRUE FALSE FALSE Pass- Qpost < Qpre 67 0.40 0.17 0.65 TRUE FALSE FALSE Pass- Qpost < Opre 68 0.40 0.16 0.65 TRUE FALSE FALSE Pass- Qpost < Opre 69 0.40 0.15 0.65 TRUE FALSE FALSE Pass- Qpost < Opre 70 0.30 0.15 0.55 TRUE FALSE FALSE Pass- Qpost < Opre 71 0.30 0.14 0.55 TRUE FALSE FALSE Pass- Opost < Opre 72 0.30 0.13 0.55 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 73 0.30 0.12 0.55 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 74 1 0.30 0.11 0.55 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 75 0.30 1 0.10 0.55 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 1/13/2016 1:45 PM 2/3 Excel Engineering peakFlowPassFailM itigated.TXT IQ qO 1P I 0 SP CR FALSE 76 0.20 - 0.20 0.10 0.33 FALSE - FALSE - Pass Qpost Below Flow Control Threshold 77 0.09 0.33 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 78 0.20 0.08 0.33 FALSE FALSE FALSE FALSE - FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 79 80 0. 0.20 -0.0 0.06 0.33 0.33 0.33 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Opost Below Flow Control Threshold 81 0.20 0.05 FALSE FALSE 82 0.20 0.04 0.33 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 83 1 0.10 0.04 Infinity FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 84 0.10 0.03 Infinity FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold -85 0.10 0.02 _jnfinity_ Infinity .FALSE FALSE FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold Pass- Qpost Below Flow Control Threshold 86 0.10 0.01 FALSE 1/13/2016 1:45 PM 3/3 Excel Engineering pea kFlowStatistics Pre.txt SWMM.out file name: 0:\14\14100\GPIP\GP2\SWMM\Outfall B_i 6.01.12\1 4100-PRE-B.out SWMM.out time stamp: 6/30/2015 12:34:18 PM 010:1.828 05: 1.722 02: 1.360 Peak Flow Statistics Table Values Rank Start Date End Date Duration Peak Frequency Return Period 1 1995/01/04 15:00:00 1995/01/04 21:00:00 7 2.52 0.31% 58___________________________ 2 2003/02/25 14:00:00 2003/02/25 20:00:00 7 2.13 0.63% 29 3 1958/02/03 19:00:00 1958/02/04 05:00:00 11 1.96 0.940/6 19.3 4 1969/02/2400:00:00 1969/02/25 19:00:00 44 1.93 1.250/6 14.5 5 2000/10/29 22:00:00 2000/10/29 23:00:00 2 1.87 1.560/6 11.6 6 1993/01/13 21:00:00 1993/01/14 04:00:00 8 1.82 1.889/6 9.7 7 2005/02/18 06:00:00 2005/02/18 22:00:00 17 1.82 2.19% 8.3 8 2004/10/27 02:00:00 2004/10/27 08:00:00 7 1.8 2.50% 7.3 9 1980/02/20 19:00:00 1980/02/21 06:00:00 12 1.79 2.81% 6.4 10 1958/04/01 15:00:00 1958/04/01 20:00:00 6 1.74 3.13% 5.8 11 1982/03/1711:00:00 1982/03/1803:00:00 17 1.74 3.44% 5.3 12 1952/01/1608:00:00 1952/01/16 15:00:00 8 1.71 3.75% 4.8 13 1978/01/04 16:00:00 1978/01/04 17:00:00 2 1.7 4.060/6 4.5 14 1978/02/28 19:00:00 1978/03/01 07:00:00 13 1.7 4.380/6 4.1 15 1952/11/15 13:00:00 1952/11/15 14:00:00 2 1.66 4.69% 3.9 16 1970/12/1902:00:00 1970/12/19 22:00:00 21 1.66 5.00% 3.6 17 1979/01/15 13:00:00 1979/01/15 13:00:00 1 1.65 5.31% 3.4 18 1998/02/03 15:00:00 1998/02/03 19:00:00 5 1.52 5.63% 3.2 19 2008/01/27 00:00:00 2008/01/27 20:00:00 21 1.52 5.940/6 3.1 20 1978/02/1002:00:00 1978/02/10 05:00:00 4 1.5 6.25% 2.9 21 1983/02/27 16:00:00 1983/02/27 16:00:00 1 1.49 6.56% 2.8 22 1980/03/02 21:00:00 1980/03/03 10:00:00 14 1.48 6.88% 2.6 23 1965/11/22 12:00:00 1965/11/23 03:00:00 16 1.47 7.19% 2.5 24 1980/02/16 18:00:00 1980/02/1620:00:00 3 1.47 7.50% 2.4 25 1991/12/2915:00:00 1991/12/30 00:00:00 10 1.47 7.81% 2.3 26 2004/10/20 09:00:00 2004/10/20 14:00:00 6 1.47 8.13% 2.2 27 1998/02/22 16:00:00 1998/02/23 19:00:00 28 1.41 8.440/6 2.1 28 1983/01/29 00:00:00 1983/01/29 01:00:00 2 1.4 8.75% 2.1 29 1985/11/11 09:00:00 1985/11/11 11:00:00 3 1.36 9.06% 2 30 1998/02/17 16:00:00 1998/02/17 18:00:00 3 1.32 9.38% 1.9 31 1994/02/0323:00:00 1994/02/04 10:00:00 12 1.31 9.69% 1.9 32 1961/12/0201:00:00 1961/12/0208:00:00 8 1.26 10.00% 1.8 33 1995/03/11 02:00:00 1995/03/11 23:00:00 22 1.24 10.31% 1.8 34 1993/01/18 09:00:00 1993/01/18 14:00:00 6 1.23 10.63% 1.7 35 1978/01/16 19:00:00 1978/01/16 23:00:00 5 1.2 10.940/6 1.7 36 2008/01/05 07:00:00 2008/01/07 00:00:00 42 1.2 11.250/6 11.6 37 1993/02/18 12:00:00 1 1993/02/18 12:00:00 1 1.17 11.569/o 11.6 38 1 1981/03/19 20:00:00 1 1981/03/19 21:00:00 1 2 1.16 1 11.88% 11.5 1/13/2016 1:45 PM 1/7 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 39 1986/02/1423:00:00 1986/02/1505:00:00 7 1.16 12.190/0 1.5 40 1998/02/14 16:00:00 1998/02/14 18:00:00 3 1.16 12.50% 1.5 41 1980/01/28 21:00:00 1980/01/29 18:00:00 22 1.15 12.81% 1.4 42 1991/02/27 18:00:00 1991/03/01 10:00:00 41 1.15 13.13% 1.4 43 2008/02/22 02:00:00 2008/02/22 08:00:00 7 1.15 13.44% 1.3 44 1986/03/15 22:00:00 1986/03/15 23:00:00 2 1.13 13.75% 1.3 45 1992/02/12 17:00:00 1992/02/13 06:00:00 14 1.12 14.06% 1.3 46 1969/02/06 08:00:00 1969/02/06 14:00:00 7 1.11 14.38% 1.3 47 1993/02/0801:00:00 1993/02/08 10:00:00 10 1.11 14.69% 1.2 48 1963/03/17 00:00:00 1963/03/17 02:00:00 3 1.07 15.00% 1.2 49 2002/11/0816:00:00 2002/11/0818:00:00 3 1.05 15.31% 1.2 50 2003/02/1117:00:00 2003/02/12 18:00:00 26 1.04 15.63% 1.2 51 1983/10/01 01:00:00 1983/10/01 02:00:00 2 1.03 15.949/6 1.1 52 1977/08/1702:00:00 1977/08/17 03:00:00 2 1 16.25% 1.1 53 1960/04/27 08:00:00 1960/04/27 10:00:00 3 0.99 16.56% 1.1 54 2004/12/3114:00:00 2004/12/3115:00:00 2 0.99 16.88% 1.1 55 1963/09/18 18:00:00 1963/09/18 21:00:00 4 0.98 17.19% 1.1 56 1972/01/16 21:00:00 1972/01/16 22:00:00 2 0.97 17.50% 1 57 1980/02/1722:00:00 1980/02/1908:00:00 35 0.96 17.81% 1 58 1982/12/2223:00:00 1982/12/2223:00:00 1 0.96 18.13% 1 59 1993/02/19 19:00:00 1993/02/19 20:00:00 2 0.96 18.44% 1 60 2005/01/11 01:00:00 2005/01/11 04:00:00 4 0.95 18.75% 1 61 2005/02/21 03:00:00 2005/02/23 03:00:00 49 0.95 19.06% 1 62 2005/04/28 08:00:00 2005/04/28 08:00:00 1 0.95 19.38% 0.9 63 1958/02/19 12:00:00 1958/02/19 14:00:00 3 0.94 19.69% 0.9 64 1977/12/2906:00:00 1977/12/29 06:00:00 1 0.94 20.00% 0.9 65 2001/02/13 17:00:00 2001/02/14 18:00:00 26 0.94 20.31% 0.9 66 2003/03/15 17:00:00 2003/03/16 17:00:00 25 0.94 20.63% 0.9 67 1991/03/27 02:00:00 1991/03/27 05:00:00 4 0.93 20.94% 0.9 68 1978/01/14 19:00:00 1978/01/15 05:00:00 11 0.92 21.25% 0.9 69 1988/12/2421:00:00 1988/12/2423:00:00 3 0.91 21.56% 0.8 70 1980/01/10 23:00:00 1980/01/12 08:00:00 34 0.9 21.88% 0.8 71 1983/03/01 13:00:00 1983/03/04 05:00:00 65 0.9 22.19% 0.8 72 2007/01/30 23:00:00 2007/01/30 23:00:00 1 0.9 22.50% 0.8 73 1971/12/2407:00:00 1971/12/2422:00:00 16 0.89 22.81% 0.8 74 1988/11/2508:00:00 1988/11/25 10:00:00 3 0.89 23.13% 0.8 75 1960/01/12 02:00:00 1960/01/12 07:00:00 6 0.88 23.44% 0.8 76 1978/09/05 18:00:00 1978/09/05 19:00:00 2 0.88 23.75% 0.8 77 1997/01/12 16:00:00 1997/01/13 05:00:00 14 0.88 24.06% 0.8 78 1979/01/06 00:00:00 1979/01/06 05:00:00 6 0.85 24.38% 0.7 79 1983/01/27 08:00:00 1983/01/27 11:00:00 4 0.85 24.69% 0.7 80 1983/12/24 18:00:00 1983/12/25 10:00:00 17 0.85 25.00% 0.7 81 1993/01/15 12:00:00 1993/01/16 21:00:00 34 0.85 25.31% 0.7 82 2005/01/09 04:00:00 2005/01/0921:00:00 18 0.85 25.63% 0.7 83 1952/03/15 20:00:00 1952/03/16 04:00:00 9 0.84 25.94% 0.7 84 1968/03/08 05:00:00 1968/03/08 10:00:00 6 0.84 26.25% 0.7 85 1999/01/26 22:00:00 1999/01/26 22:00:00 1 0.84 26.56% 0.7 1/13/2016 1:45 PM 2/7 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 86 1973/11/22 23:00:00 1973/11/23 01:00:00 3 0.83 26.880/6 0.7 87 1983/11/24 23:00:00 1983/11/24 23:00:00 1 0.83 27.190/6 0.7 88 1992/02/15 13:00:00 1992/02/15 14:00:00 2 0.83 27.50% 0.7 89 1995/01/10 20:00:00 1995/01/12 14:00:00 43 0.83 27.81% 0.7 90 1965/12/10 08:00:00 1965/12/10 09:00:00 2 0.82 28.13% 0.6 91 1980/01/09 12:00:00 1980/01/09 17:00:00 6 0.81 28.440/6 0.6 92 1975/04/08 08:00:00 1975/04/09 00:00:00 17 0.8 28.75% 0.6 93 1962/01/20 15:00:00 1962/01/20 19:00:00 5 0.79 29.060/6 0.6 94 1967/12/18 17:00:00 1967/12/19 10:00:00 18 0.79 29.380/6 0.6 95 1991/03/25 06:00:00 1991/03/25 08:00:00 3 0.78 29.690/6 0.6 96 1959/02/11 09:00:00 1959/02/1111:00:00 3 0.77 30.00% 0.6 97 1959/12/24 12:00:00 1959/12/24 13:00:00 2 0.77 30.31% 0.6 98 1966/12/0502:00:00 1966/12/05 13:00:00 12 0.74 30.63% 0.6 99 1994/03/24 22:00:00 1994/03/25 01:00:00 4 0.73 30.940/6 0.6 100 1995/01/26 09:00:00 1995/01/26 09:00:00 1 0.73 31.250/6 0.6 101 1995/03/05 07:00:00 1995/03/05 21:00:00 15 0.73 31.56% 0.6 102 1990/02/17 18:00:00 1990/02/1718:00:00 1 0.72 31.88% 0.6 103 2001/01/26 16:00:00 2001/01/26 16:00:00 1 0.72 32.19% 0.6 104 2007/11/30 08:00:00 2007/11/30 20:00:00 13 0.71 32.50% 0.6 105 1952/12/02 01:00:00 1952/12/02 01:00:00 1 0.7 32.81% 0.6 106 1954/01/19 16:00:00 1954/01/19 21:00:00 6 0.7 33.13% 0.5 107 1958/03/16 06:00:00 1958/03/16 10:00:00 5 0.7 33.44% 0.5 108 1967/03/13 20:00:00 1967/03/13 21:00:00 2 0.7 33.75% 0.5 109 1981/11/2803:00:00 1981/11/2821:00:00 19 0.7 34.060/6 0.5 110 1957/02/2820:00:00 1957/03/01 10:00:00 15 0.69 34.38% 0.5 111 1966/02/0722:00:00 1966/02/0723:00:00 2 0.69 34.690/6 0.5 112 1967/01/22 17:00:00 1967/01/22 23:00:00 7 0.69 35.00% 0.5 113 1972/11/1611:00:00 1972/11/17 06:00:00 20 0.69 35.31% 0.5 114 1986/11/18 03:00:00 1986/11/18 04:00:00 2 0.69 35.63% 0.5 115 2004/02/2604:00:00 2004/02/26 08:00:00 5 0.69 35.94% 0.5 116 2005/01/03 08:00:00 2005/01/03 10:00:00 3 0.69 36.25% 0.5 117 2006/10/14 01:00:00 2006/10/1401:00:00 1 0.69 36.560/6 0.5 118 1954/02/13 19:00:00 1954/02/13 21:00:00 3 0.68 36.88% 0.5 119 1957/01/13 04:00:00 1957/01/13 07:00:00 4 0.67 37.190/6 0.5 120 1960/02/01 23:00:00 1960/02/0201:00:00 3 0.67 37.50% 0.5 121 1978/02/1221:00:00 1978/02/1323:00:00 27 0.67 37.81% 0.5 122 1965/11/16 10:00:00 1965/11/16 17:00:00 8 0.66 38.13% 0.5 123 2001/02/25 17:00:00 2001/02/26 17:00:00 25 0.66 38.440/6 0.5 124 2002/12/20 17:00:00 2002/12/20 17:00:00 1 0.66 38.75% 0.5 125 2004/12/28 09:00:00 2004/12/29 09:00:00 25 0.66 39.06% 0.5 126 1958/01/25 04:00:00 1958/01/25 04:00:00 1 0.65 39.380/6 0.5 127 1967/11/30 16:00:00 1967/11/30 16:00:00 1 0.65 39.69% 0.5 128 1982/01/01 09:00:00 1982/01/0110:00:00 2 0.65 40.00% 0.5 129 1988/04/20 09:00:00 1988/04/21 04:00:00 20 0.65 40.31% 0.4 130 2003/04/14 15:00:00 2003/04/14 20:00:00 6 0.65 1 40.63% 0.4 131 1963/11/20 07:00:00 1963/11/21 06:00:00 24 0.64 1 40.940/6 0.4 132 1978/01/09 19:00:00 1978/01/10 18:00:00 24 1 0.64 1 41.250/6 0.4 1/13/2016 1:45 PM 3/7 Excel Engineering pea kFlowStatisticsPre.txt Rank I Start Date End Date Duration Peak Frequency Return Period 133 2001/01/11 05:00:00 2001/01/1107:00:00 3 0.64 41.56% 0.4 134 1958/03/21 19:00:00 1958/03/2205:00:00 11 0.63 41.88% 0.4 135 1980/03/05 23:00:00 1980/03/06 10:00:00 12 0.63 42.19% 0.4 136 1981/01/29 18:00:00 1981/01/29 19:00:00 2 0.63 42.50% 0.4 137 1988/01/17 11:00:00 1988/01/17 11:00:00 1 0.63 42.81% 0.4 138 1998/01/29 17:00:00 1998/01/29 17:00:00 1 0.63 43.13% 0.4 139 2005/01/07 14:00:00 2005/01/07 19:00:00 6 0.63 43.44% 0.4 140 2006/03/11 07:00:00 2006/03/1107:00:00 1 0.63 43.75% 0.4 141 1976/09/10 05:00:00 1976/09/1005:00:00 1 0.62 44.060/6 0.4 142 1977/01/03 04:00:00 1977/01/03 04:00:00 1 0.62 44.38% 0.4 143 1988/12/21 04:00:00 1988/12/21 06:00:00 3 0.62 44.690/6 0.4 144 1996/11/21 16:00:00 1996/11/22 02:00:00 11 0.62 45.00% 0.4 145 1987/12/16 18:00:00 1987/12/17 07:00:00 14 0.61 45.31% 0.4 146 1992/03/20 23:00:00 1992/03/20 23:00:00 1 0.61 45.63% 0.4 147 1997/01/15 16:00:00 1997/01/15 18:00:00 3 0.61 45.94% 0.4 148 1960/03/01 05:00:00 1960/03/01 05:00:00 1 0.6 46.250/6 0.4 149 1965/04/08 14:00:00 1965/04/09 00:00:00 11 0.6 46.56% 0.4 150 1956/04/13 12:00:00 1956/04/13 17:00:00 6 0.59 46.88% 0.4 151 1957/05/11 01:00:00 1957/05/1102:00:00 2 0.59 47.19% 0.4 152 1985/11/29 07:00:00 1985/11/29 13:00:00 0.59 47.50% 0.4 153 2004/10/18 07:00:00 2004/10/18 07:00:00 1 0.59 47.81% 0.4 154 1968/12/25 19:00:00 1968/12/25 19:00:00 1 0.58 48.130/6 0.4 155 1970/12/21 08:00:00 1970/12/21 08:00:00 1 0.58 48.44% 0.4 156 1983/03/24 03:00:00 1983/03/24 03:00:00 1 0.58 48.75% 0.4 157 1983/04/20 03:00:00 1983/04/2005:00:00 0.58 49.06% 0.4 158 1998/02/07 17:00:00 1998/02/08 17:00:00 25 0.58 49.38% 0.4 159 1964/11/17 16:00:00 1964/11/17 17:00:00 2 0.57 49.69% 0.4 160 1960/01/14 18:00:00 1960/01/14 20:00:00 3 0.56 50.000/o 0.4 161 1967/11/19 08:00:00 1967/11/19 16:00:00 9 0.56 50.31% 0.4 162 1972/11/1414:00:00 1972/11/1415:00:00 2 0.56 50.63% 0.4 163 1958/01/26 09:00:00 1958/01/26 09:00:00 1 0.55 50.940/6 0.4 164 1958/04/03 10:00:00 1958/04/03 11:00:00 2 0.55 51.25% 0.4 165 1969/01/24 09:00:00 1969/01/25 15:00:00 31 0.55 51.560/6 0.4 166 1979/03/19 03:00:00 1979/03/2003:00:00 25 0.55 51.880/9 0.3 167 1980/02/14 01:00:00 1980/02/1501:00:00 25 0.55 52.19% 0.3 168 1957/01/29 00:00:00 1957/01/29 07:00:00 8 0.54 52.50% 0.3 169 1986/09/25 05:00:00 1986/09/25 05:00:00 1 0.53 52.81% 0.3 170 1991/03/19 00:00:00 1991/03/19 02:00:00 3 0.53 53.13% 0.3 171 1952/03/07 14:00:00 1952/03/0809:00:00 20 0.52 53.44% 0.3 172 1965/04/03 05:00:00 1965/04/03 05:00:00 1 0.52 53.75% 0.3 173 1978/03/30 15:00:00 1978/03/31 05:00:00 15 0.52 54.06% 0.3 174 1993/03/28 02:00:00 1993/03/28 03:00:00 2 0.52 54.380/6 0.3 175 2000/03/05 17:00:00 2000/03/05 17:00:00 1 0.52 54.69% 0.3 176 2001/12/09 17:00:00 2001/12/09 17:00:00 1 0.52 55.00% 0.3 177 1956/01/26 20:00:00 1956/01/27 03:00:00 8 0.51 55.31% 0.3 178 1995/04/18 10:00:00 1995/04/18 11:00:00 2 0.51 55.63% 0.3 179 2001/04/07 17:00:00 2001/04/07 17:00:00 1 0.51 1 55.940/6 0.3 1/13/2016 1:45 PM 4/7 Excel Engineering pea kFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 180 - 1954/11/1102:00:00 1954/11/11 02:00:00 1 0.5 56.25% 0.3 181 - 1955/01/18 16:00:00 1955/01/18 18:00:00 3 0.5 56.56% 0.3 182 1985/11/25 04:00:00 1985/11/25 04:00:00 1 0.5 56.88% 0.3 183 1987/10/12 10:00:00 1987/10/12 15:00:00 6 0.5 57.190/6 0.3 184 1973/03/20 08:00:00 1973/03/20 09:00:00 2 0.49 57.50% 0.3 185 1987/02/25 01:00:00 1987/02/25 01:00:00 1 0.49 57.81% 0.3 186 2004/02/22 07:00:00 2004/02/22 21:00:00 15 0.49 58.13% 0.3 187 1970/02/28 16:00:00 1970/03/02 03:00:00 36 0.48 58.44% 0.3 188 1990/01/1700:00:00 1990/01/1702:00:00 3 0.48 58.75% 0.3 189 1992/12/07 15:00:00 1992/12/07 15:00:00 1 0.48 59.06% 0.3 190 1952/01/1722:00:00 1952/01/1807:00:00 10 0.47 59.38% 0.3 191 1958/04/07 03:00:00 1958/04/07 14:00:00 12 0.47 59.69% 0.3 192 1982/12/0723:00:00 1982/12/0800:00:00 2 0.47 60.00% 0.3 193 1993/01/06 05:00:00 1993/01/07 02:00:00 22 0.47 60.31% 0.3 194 1969/01/26 18:00:00 1969/01/26 19:00:00 2 0.46 60.63% 0.3 195 1973/02/13 00:00:00 1973/02/13 02:00:00 3 0.46 60.94% 0.3 196 1976/02/0604:00:00 1976/02/0606:00:00 3 0.46 61.25% 0.3 197 1991/03/20 07:00:00 1991/03/21 07:00:00 25 0.46 61.560/6 0.3 198 1952/11/3001:00:00 1952/11/3003:00:00 3 0.45 61.88% 0.3 199 1955/01/10 10:00:00 1955/01/10 10:00:00 0.45 62.19% 0.3 200 1967/11/21 13:00:00 1967/11/21 13:00:00 0.45 62.50% 0.3 201 1951/11/23 05:00:00 1951/11/23 05:00:00 0.43 62.81% 0.3 202 1966/12/06 19:00:00 1966/12/06 20:00:00 2 0.43 63.13% 0.3 203 1970/11/30 14:00:00 1970/11/30 23:00:00 10 0.43 63.44% 0.3 204 1998/05/12 17:00:00 1998/05/12 17:00:00 1 0.43 63.750/6 0.3 205 2003/12/25 18:00:00 2003/12/25 18:00:00 1 0.43 64.060/6 0.3 206 1967/04/11 08:00:00 1967/04/11 10:00:00 3 0.42 64.380/6 0.3 207 1979/11/07 18:00:00 1979/11/07 18:00:00 1 0.42 64.690/6 0.3 208 1963/02/10 20:00:00 1963/02/10 20:00:00 1 0.41 65.00% 0.3 209 1973/03/11 12:00:00 1973/03/11 20:00:00 9 0.41 65.31% 0.3 210 1997/01/25 22:00:00 1997/01/2605:00:00 8 0.41 65.63% 0.3 211 1974/12/0409:00:00 1974/12/04 09:00:00 0.4 65.94% 0.3 212 1979/03/17 05:00:00 1979/03/17 05:00:00 0.4 66.250/6 0.3 213 2002/12/16 17:00:00 2002/12/16 17:00:00 0.4 66.56% 0.3 214 2007/04/20 15:00:00 2007/04/20 15:00:00 0.4 66.88% 0.3 215 1951/12/2923:00:00 1951/12/30 07:00:00 9 0.39 67.190/6 0.3 216 1969/02/20 04:00:00 1969/02/20 04:00:00 1 0.39 67.50% 0.3 217 1975/04/17 08:00:00 1975/04/17 08:00:00 1 0.39 67.81% 0.3 218 1977/01/05 19:00:00 1977/01/06 21:00:00 27 0.39 68.130/6 0.3 219 1985/12/11 04:00:00 1985/12/11 05:00:00 2 0.39 68.44% 0.3 220 1992/01/0509:00:00 1992/01/0522:00:00 14 0.39 68.75% 0.3 221 1981/03/01 11:00:00 1981/03/02 12:00:00 26 0.38 69.06% 0.3 222 1978/03/11 21:00:00 1978/03/12 10:00:00 14 0.37 69.38% 0.3 223 1992/01/07 19:00:00 1992/01/0722:00:00 4 0.37 69.69% 0.3 224 1986/03/10 07:00:00 1986/03/10 19:00:00 13 0.36 70.00% 0.3 225 1976/07/22 11:00:00 1976/07/22 13:00:00 3 0.35 70.31% 0.3 226 2000/02/20 17:00:00 2000/02/21 17:00:00 25 0.35 70.63% 0.3 1/13/2016 1:45 PM 5/7 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 227 1957/12/17 05:00:00 1957/12/17 05:00:00 1 0.34 70.94% 0.3 228 1965/12/29 19:00:00 1965/12/29 19:00:00 1 0.34 71.25% 0.3 229 1994/02/17 12:00:00 1994/02/17 12:00:00 1 0.34 71.56% 0.3 230 1995/01/07 19:00:00 1995/01/08 05:00:00 11 0.34 71.88% 0.3 231 1964/01/22 08:00:00 1964/01/22 08:00:00 1 0.33 72.19% 0.3 232 1973/03/08 13:00:00 1973/03/08 13:00:00 1 0.33 72.50% 0.3 233 1975/03/08 09:00:00 1975/03/0809:00:00 0.33 72.81% 0.2 234 1979/03/28 09:00:00 1979/03/2809:00:00 0.33 73.13% 0.2 235 1984/12/1822:00:00 1984/12/19 18:00:00 21 0.33 73.44% 0.2 236 1984/12/27 16:00:00 1984/12/27 18:00:00 3 0.33 73.75% 0.2 237 1992/03/22 16:00:00 1992/03/23 03:00:00 12 0.33 74.06% 0.2 238 1966/12/03 15:00:00 1966/12/03 16:00:00 2 0.31 74.38% 0.2 239 1957/01/07 14:00:00 1957/01/07 17:00:00 4 0.3 74.69% 0.2 240 1971/04/14 11:00:00 1971/04/14 11:00:00 1 0.3 75.00% 0.2 241 1978/03/04 14:00:00 1978/03/04 15:00:00 2 0.3 75.31% 0.2 242 1995/01/24 00:00:00 1995/01/24 00:00:00 0.3 75.63% 0.2 243 1996/12/11 09:00:00 1996/12/1116:00:00 8 0.3 75.940/a 0.2 244 1998/11/08 08:00:00 1998/11/0808:00:00 0.3 76.250/6 0.2 245 1954/03/16 22:00:00 1954/03/16 22:00:00 0.29 76.560/6 0.2 246 1957/10/14 05:00:00 1957/10/14 05:00:00 0.29 76.88% 0.2 247 1982/01/0509:00:00 1982/01/05 10:00:00 2 0.29 77.19% 0.2 248 1983/02/26 13:00:00 1983/02/26 13:00:00 0.29 77.50% 0.2 249 1997/12/06 17:00:00 1997/12/06 17:00:00 0.29 77.81% 0.2 250 1998/01/09 17:00:00 1998/01/09 17:00:00 0.29 78.13% 0.2 251 1974/03/08 01:00:00 1974/03/0808:00:00 8 0.28 78.44% 0.2 252 1976/07/08 13:00:00 1976/07/08 14:00:00 2 0.28 78.751/6 0.2 253 1996/12/09 18:00:00 1996/12/09 18:00:00 1 0.28 79.06% 0.2 254 1954/03/22 13:00:00 1954/03/23 10:00:00 22 0.27 79.380/9 0.2 255 1970/03/05 00:00:00 1970/03/0500:00:00 1 0.27 79.690/o 0.2 256 1976/02/10 07:00:00 1976/02/10 07:00:00 1 0.27 80.00% 0.2 257 1978/02/05 12:00:00 1978/02/06 09:00:00 22 0.27 80.31% 0.2 258 1976/07/15 15:00:00 1976/07/15 15:00:00 1 0.26 80.63% 0.2 259 1981/03/05 05:00:00 1981/03/05 06:00:00 2 0.25 80.94% 0.2 260 1982/04/01 09:00:00 1982/04/0110:00:00 2 0.24 81.25% 0.2 261 1983/11/12 19:00:00 1983/11/12 19:00:00 1 0.24 81.56% 0.2 262 1959/02/2111:00:00 1959/02/2111:00:00 1 0.23 81.88% 0.2 263 1969/02/22 03:00:00 1969/02/2204:00:00 2 0.23 82.19% 0.2 264 1978/02/08 20:00:00 1978/02/08 20:00:00 1 0.23 82.50% 0.2 265 1998/03/25 17:00:00 1998/03/25 17:00:00 1 0.22 82.81% 0.2 266 1998/03/31 17:00:00 1998/03/31 17:00:00 1 0.22 83.13% 0.2 267 1977/03/25 01:00:00 1977/03/2503:00:00 3 0.21 83.44% 0.2 268 1978/02/07 17:00:00 1978/02/07 18:00:00 2 0.21 83.750/a 0.2 269 1982/03/14 23:00:00 1982/03/14 23:00:00 1 0.21 84.06% 0.2 270 1954/03/25 02:00:00 1954/03/25 02:00:00 1 0.2 84.380/o 0.2 271 1962/02/08 16:00:00 1962/02/08 16:00:00 1 0.2 84.69% 0.2 272 1953/03/01 22:00:00 1 1953/03/01 22:00:00 1 0.19 85.000/6 0.2 273 1965/12/1606:00:00 1 1965/12/1608:00:00 3 0.19 1 85.31% 10.2 1/13/2016 1:45 PM 6/7 Excel Engineering peakFlowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 274 1976/02/08 19:00:00 1976/02/08 22:00:00 4 0.19 85.63% 0.2 275 1999/02/04 17:00:00 1999/02/04 17:00:00 1 0.19 85.940/6 0.2 276 1999/04/12 01:00:00 1999/04/1203:00:00 3 0.19 86.25% 0.2 277 2006/04/04 22:00:00 2006/04/04 22:00:00 1 0.19 86.56% 0.2 278 1994/02/07 14:00:00 1994/02/07 15:00:00 2 0.18 86.88% 0.2 279 1998/12/0606:00:00 1998/12/0606:00:00 1 0.18 87.19% 0.2 280 2001/11/24 17:00:00 2001/11/24 17:00:00 1 0.18 87.50% 0.2 281 1966/02/06 14:00:00 1966/02/06 14:00:00 1 0.17 87.81% 0.2 282 1993/02/23 20:00:00 1993/02/23 20:00:00 1 0.17 88.13% 0.2 283 1994/03/07 02:00:00 1994/03/07 02:00:00 1 0.16 88.44% 0.2 284 1957/04/20 16:00:00 1957/04/20 17:00:00 2 0.15 88.75% 0.2 285 1957/01/26 07:00:00 1957/01/26 07:00:00 1 0.13 89.06% 0.2 286 1967/01/24 19:00:00 1967/01/24 22:00:00 4 0.13 89.38% 0.2 287 1977/05/09 02:00:00 1977/05/0902:00:00 1 0.13 89.69% 0.2 288 1965/02/0621:00:00 1965/02/0621:00:00 1 0.12 90.00% 0.2 289 1969/02/18 14:00:00 1969/02/18 14:00:00 1 0.12 90.31% 0.2 290 1969/11/07 09:00:00 1969/11/07 09:00:00 1 0.12 90.63% 0.2 291 1954/01/24 11:00:00 1954/01/24 12:00:00 2 0.11 90.94% 0.2 292 1973/02/15 11:00:00 1973/02/15 11:00:00 1 0.11 91.250/6 0.2 293 1966/11/07 15:00:00 1966/11/07 16:00:00 2 0.1 91.560/6 0.2 294 1975/03/10 22:00:00 1975/03/10 23:00:00 2 0.1 91.88% 0.2 295 1952/01/13 07:00:00 1952/01/1308:00:00 2 0.09 92.190/6 0.2 296 1952/04/10 16:00:00 1952/04/10 18:00:00 3 0.09 92.50% 0.2 297 1972/01/1823:00:00 1972/01/1903:00:00 5 0.09 92.81% 0.2 298 1982/01/2006:00:00 1982/01/2006:00:00 1 0.09 93.13% 0.2 299 2000/02/13 17:00:00 2000/02/13 17:00:00 1 0.09 93.440/6 0.2 300 2005/02/11 23:00:00 2005/02/11 23:00:00 1 0.09 93.75% 0.2 301 1966/01/30 18:00:00 1966/01/30 18:00:00 1 0.08 94.060/6 0.2 302 2006/01/02 13:00:00 2006/01/02 13:00:00 1 0.08 94.380/6 0.2 303 1962/02/21 06:00:00 1962/02/21 06:00:00 1 0.07 94.69% 0.2 304 1959/02/16 19:00:00 1959/02/16 19:00:00 1 0.06 95.00% 0.2 305 1962/03/19 00:00:00 1962/03/19 00:00:00 1 0.06 95.31% 0.2 306 1993/11/30 04:00:00 1993/11/30 04:00:00 1 0.06 95.63% 0.2 307 1994/03/20 06:00:00 1994/03/20 06:00:00 1 0.06 95.94% 0.2 308 1960/11/05 20:00:00 1960/11/05 20:00:00 1 0.05 96.250/6 0.2 309 1993/06/05 13:00:00 1993/06/05 13:00:00 1 0.05 96.56% 0.2 310 1975/11/28 16:00:00 1975/11/28 16:00:00 1 0.04 96.880/6 0.2 311 1993/01/31 00:00:00 1993/01/31 00:00:00 1 0.04 97.19% 0.2 312 1976/02/0709:00:00 1976/02/0709:00:00 1 0.03 97.50% 0.2 313 1985/02/0911:00:00 1985/02/0912:00:00 2 0.03 97.81% 0.2 - 314 1987/12/04 21:00:00 1987/12/04 21:00:00 1 0.02 98.13% 0.2 315 1954/03/30 04:00:00 1954/03/3004:00:00 1 0.01 98.44% 0.2 316 1958/02/25 08:00:00 1958/02/25 08:00:00 1 0.01 98.75% 0.2 317 1961/11/25 19:00:00 1961/11/25 20:00:00 2 0.01 99.06% 0.2 318 1991/01/09 14:00:00 1991/01/09 14:00:00 1 0.01 99.380/o 0.2 319 1996/02/01 08:00:00 1996/02/01 08:00:00 1 0.01 99.69% 0.2 -End of Data ----------------- 1/13/2016 1:45 PM 7/7 Excel Engineering pea kFlowStatisticsPostMitigated.txt SWMM.out file name: Q:\14\14100\GPIP\GP2\SWMM\Outfall B_i 6.01.12\14100-MIT-B.out WMM.out time stamp: 1/12/2016 10:04:53 AM 010:1.098 05: 0.976 02: 0.700 Peak Flow Statistics Table Values Rank Start Date End Date Duration Peak Frequency Return Period 1 1995/01/03 07:00:00 1995/01/05 05:00:00 47 2.04 0.10% 58 2 2003/02/2505:00:00 2003/02/2802:00:00 70 1.36 0.21% 29 3 1958/02/0305:00:00 1958/02/0419:00:00 39 1.2 0.31% 19.3 4 1969/02/23 20:00:00 1969/02/26 02:00:00 55 1.17 0.42% 14.5 5 2004/10/27 02:00:00 2004/10/28 13:00:00 36 1.14 0.52% 11.6 6 2000/10/29 21:00:00 2000/10/3103:00:00 31 1.09 0.63% 9.7 7 2005/02/18 04:00:00 2005/02/19 13:00:00 34 1.09 0.73% 8.3 8 1978/02/2706:00:00 1978/03/05 06:00:00 145 1.06 0.841/6 7.3 9 1980/03/02 20:00:00 1980/03/03 20:00:00 25 1.01 0.940/6 6.4 10 1980/02/13 12:00:00 1980/02/2111:00:00 192 1 1.05% 5.8 11 1993/01/12 19:00:00 1993/01/18 22:00:00 148 1 1.15% 5.3 12 1982/03/1704:00:00 1982/03/1902:00:00 47 0.96 1.260/6 4.8 13 1952/01/1608:00:00 1952/01/16 19:00:00 12 0.94 1.360/6 4.5 14 1978/02/05 11:00:00 1978/02/1403:00:00 209 0.93 1.470/6 4.1 15 1978/01/03 18:00:00 1978/01/06 21:00:00 76 0.91 1.570/6 3.9 16 1970/12/16 23:00:00 1970/12/2002:00:00 76 0.9 1.68% 3.6 17 1952/11/1415:00:00 1952/11/1614:00:00 48 0.89 1.78% 3.4 18 1958/04/01 07:00:00 1958/04/04 12:00:00 78 0.89 1.880/0 3.2 19 1979/01/14 19:00:00 1979/01/16 06:00:00 36 0.89 1.990/0 3.1 20 1980/01/27 23:00:00 1980/01/30 20:00:00 70 0.85 2.09% 2.9 21 2008/02/20 10:00:00 2008/02/22 16:00:00 55 0.85 2.20% 2.8 22 1998/02/03 07:00:00 1998/02/0421:00:00 39 0.8 2.30% 2.6 23 1991/02/27 19:00:00 1991/03/01 16:00:00 46 0.79 2.41% 2.5 24 1965/11/22 04:00:00 1965/11/23 09:00:00 30 0.78 2.51% 2.4 25 1985/11/11 05:00:00 1985/11/12 12:00:00 32 0.78 2.62% 2.3 26 1991/12/29 16:00:00 1991/12/3007:00:00 16 0.78 2.72% 2.2 27 1983/02/2607:00:00 1983/03/0505:00:00 167 0.71 2.83% 2.1 28 2004/10/17 06:00:00 2004/10/20 23:00:00 90 0.71 2.93% 2.1 29 1998/02/2206:00:00 1998/02/2502:00:00 69 0.7 3.04% 2 30 2008/01/2701:00:00 2008/01/28 01:00:00 25 0.69 3.140/6 1.9 31 1977/08/16 16:00:00 1977/08/18 04:00:00 37 0.64 3.25% 1.9 32 1983/01/29 00:00:00 1983/01/29 15:00:00 16 0.62 3.35% 1.8 33 1993/02/18 12:00:00 1993/02/20 16:00:00 53 0.62 3.460/6 1.8 34 1998/02/1608:00:00 1998/02/1804:00:00 45 0.62 3.56% 1.7 35 1986/02/1423:00:00 1986/02/1513:00:00 15 0.6 3.66% 1.7 36 1 1994/02/03 21:00:00 1994/02/0504:00:00 32 0.57 3.77% 11.6 37 1 1963/03/16 23:00:00 1963/03/17 17:00:00 1 19 0.53 3.87% 11.6 38 1 1961/12/01 20:00:00 1961/12/0306:00:00 1 35 1 0.51 1 3.980/6 11.5 1/13/2016 1:45 PM 1/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration I Peak Frequency I Return Period 39 1978/01/16 16:00:00 1978/01/17 06:00:00 15 0.51 4.08% 1.5 40 1981/03/19 20:00:00 1981/03/20 07:00:00 12 0.48 4.19% 1.5 41 1995/03/11 02:00:00 1995/03/12 04:00:00 27 0.48 4.29% 1.4 42 1968/03/07 21:00:00 1968/03/08 17:00:00 21 0.47 4.40% 1.4 43 2005/04/28 08:00:00 2005/04/28 14:00:00 7 0.47 4.50% 1.3 44 1986/03/15 22:00:00 1986/03/17 06:00:00 33 0.46 4.61% 1.3 45 1998/02/14 07:00:00 1998/02/15 04:00:00 22 0.46 4.71% 1.3 46 2008/01/05 03:00:00 2008/01/07 09:00:00 55 0.46 4.82% 1.3 47 1993/02/07 22:00:00 1993/02/09 10:00:00 37 0.45 4.92% 1.2 48 - 1982/12/22 09:00:00 1982/12/2312:00:00 28 0.43 5.03% 1.2 49 1992/02/12 12:00:00 1992/02/13 12:00:00 25 0.43 5.13% 1.2 50 2007/01/30 13:00:00 2007/01/31 08:00:00 20 0.4 5.24% 1.2 51 1978/09/05 17:00:00 1978/09/06 16:00:00 24 0.39 5.34% 1.1 52 1979/01/05 08:00:00 1979/01/06 18:00:00 35 0.37 5.45% 1.1 53 1960/04/27 04:00:00 1960/04/27 16:00:00 13 0.36 5.55% 1.1 54 1969/02/06 08:00:00 1969/02/06 22:00:00 15 0.36 5.650/6 1.1 55 1963/09/17 05:00:00 1963/09/19 03:00:00 47 0.35 5.76% 1.1 56 2002/11/08 11:00:00 2002/11/09 21:00:00 35 0.33 5.86% 1 57 2001/01/26 12:00:00 2001/01/27 20:00:00 33 0.32 5.97% 1 58 2003/02/1112:00:00 2003/02/1402:00:00 63 0.32 6.07% 1 59 1986/11/17 17:00:00 1986/11/18 12:00:00 20 0.3 6.18% 1 60 2004/12/3114:00:00 2005/01/01 13:00:00 24 0.3 6.28% 1 61 2005/02/21 03:00:00 2005/02/23 10:00:00 56 0.3 6.39% 1 62 1972/01/1619:00:00 1972/01/1711:00:00 17 0.29 6.49% 0.9 63 1958/02/19 08:00:00 1958/02/19 20:00:00 13 0.28 6.60% 0.9 64 1983/12/2409:00:00 1983/12/27 12:00:00 76 0.27 6.70% 0.9 65 1988/11/24 00:00:00 1988/11/25 16:00:00 41 0.27 6.81% 0.9 66 1971/12/24 07:00:00 1971/12/26 01:00:00 43 0.25 6.91% 0.9 67 1978/01/14 15:00:00 1978/01/15 09:00:00 19 0.25 7.02% 0.9 68 1988/12/2420:00:00 1988/12/25 05:00:00 10 0.25 7.12% 0.9 69 2004/12/2807:00:00 2004/12/30 13:00:00 55 0.25 7.23% 0.8 70 1994/03/2422:00:00 1994/03/25 23:00:00 26 0.24 7.33% 0.8 71 2001/02/13 11:00:00 2001/02/1504:00:00 42 0.24 7.43% 0.8 72 2003/03/15 11:00:00 2003/03/17 02:00:00 40 0.24 7.54% 0.8 73 2005/01/07 07:00:00 2005/01/11 11:00:00 101 0.24 7.640/o 0.8 74 1952/03/1519:00:00 1952/03/1621:00:00 27 0.23 7.750/o 0.8 75 1962/01/20 12:00:00 1962/01/23 00:00:00 61 0.23 7.850/o 0.8 76 1965/12/0908:00:00 1965/12/10 14:00:00 31 0.23 7.96% 0.8 77 1966/12/0305:00:00 1966/12/0702:00:00 94 0.23 8.06% 0.8 78 1967/12/18 15:00:00 1967/12/20 11:00:00 45 0.23 8.17% 0.7 79 1991/03/2503:00:00 1991/03/27 09:00:00 55 0.23 8.27% 0.7 80 2006/10/14 00:00:00 2006/10/14 07:00:00 8 0.23 8.38% 0.7 81 1977/12/2802:00:00 1977/12/30 06:00:00 53 0.22 8.48% 0.7 82 1980/01/09 02:00:00 1980/01/12 16:00:00 87 0.22 8.59% 0.7 83 1983/11/24 20:00:00 1983/11/25 05:00:00 10 0.22 8.69% 10.7 84 1990/02/1709:00:00 1990/02/19 02:00:00 42 0.22 8.80% 10.7 85 1954/02/13 15:00:00 1954/02/14 18:00:00 28 0.21 8.90% 10.7 1/13/2016 1:45 PM 2/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 86 1965/11/14 19:00:00 1965/11/18 19:00:00 97 0.21 9.01% 0.7 87 1973/03/20 08:00:00 1973/03/20 15:00:00 8 0.21 9.11% 0.7 88 1973/11/22 23:00:00 1973/11/23 08:00:00 10 0.21 9.21% 0.7 89 1992/02/15 13:00:00 1992/02/16 15:00:00 27 0.21 9.32% 0.7 90 1997/01/12 14:00:00 1997/01/14 04:00:00 39 0.21 9.42% 0.6 91 2004/02/26 00:00:00 2004/02/27 12:00:00 37 0.21 9.53% 0.6 92 1957/05/11 00:00:00 1957/05/11 13:00:00 14 0.2 9.63% 0.6 93 1959/02/11 08:00:00 1959/02/12 09:00:00 26 0.2 9.74% 0.6 94 1959/12/24 08:00:00 1959/12/24 20:00:00 13 0.2 9.84% 0.6 95 1960/01/12 02:00:00 1960/01/12 11:00:00 10 0.2 9.95% 0.6 96 1960/02/0119:00:00 1960/02/0207:00:00 13 0.2 10.05% 0.6 97 1967/01/22 16:00:00 1967/01/23 06:00:00 15 0.2 10.16% 0.6 98 1967/03/13 10:00:00 1967/03/14 10:00:00 25 0.2 10.26% 0.6 99 1968/12/25 17:00:00 1968/12/26 14:00:00 22 0.2 10.37% 0.6 100 1975/04/0600:00:00 1975/04/09 12:00:00 85 0.2 10.47% 0.6 101 1995/01/10 14:00:00 1995/01/12 23:00:00 58 0.2 10.58% 0.6 102 1995/03/03 11:00:00 1995/03/0608:00:00 70 0.2 10.680/0 0.6 103 1999/01/25 05:00:00 1999/01/27 08:00:00 52 0.2 10.79% 0.6 104 2007/11/30 07:00:00 2007/12/0104:00:00 22 0.2 10.890/0 0.6 105 1957/02/28 17:00:00 1957/03/01 15:00:00 23 0.19 10.990/0 0.6 106 1958/01/25 03:00:00 1958/01/27 06:00:00 52 0.19 11.10% 0.5 107 1958/03/15 15:00:00 1958/03/16 15:00:00 25 0.19 11.20% 0.5 108 1981/11/2621:00:00 1981/11/2905:00:00 57 0.19 11.31% 0.5 109 1983/01/27 08:00:00 1983/01/27 17:00:00 10 0.19 11.41% 0.5 110 1985/11/29 06:00:00 1985/11/29 18:00:00 13 0.19 11.52% 0.5 111 1988/12/2023:00:00 1988/12/2111:00:00 13 0.19 11.62% 0.5 112 1992/03/20 18:00:00 1992/03/2318:00:00 73 0.19 11.73% 0.5 113 1996/11/21 16:00:00 1996/11/22 10:00:00 19 0.19 11.83% 0.5 114 2001/01/10 20:00:00 2001/01/12 15:00:00 44 0.19 11.941/6 0.5 115 1952/12/0201:00:00 1952/12/0206:00:00 6 0.18 12.041/6 0.5 116 1957/01/1303:00:00 1957/01/1313:00:00 11 0.18 12.15% 0.5 117 1963/11/20 02:00:00 1963/11/21 10:00:00 33 0.18 12.25% 0.5 118 1967/11/30 16:00:00 1967/11/30 21:00:00 6 0.18 12.360/9 0.5 119 1976/09/10 00:00:00 1976/09/1109:00:00 34 0.18 12.46% 0.5 120 1979/11/07 19:00:00 1979/11/08 08:00:00 14 0.18 12.57% 0.5 121 1988/04/20 00:00:00 1988/04/23 14:00:00 87 0.18 12.67% 0.5 122 1995/01/23 23:00:00 1995/01/26 14:00:00 64 0.18 12.77% 0.5 123 2002/12/2008:00:00 2002/12/2201:00:00 42 0.18 12.88% 0.5 124 2005/01/03 06:00:00 2005/01/05 00:00:00 43 0.18 12.98% 0.5 125 1954/11/10 23:00:00 1954/11/1211:00:00 37 0.17 13.09% 0.5 126 1958/03/20 18:00:00 1958/03/22 14:00:00 45 0.17 13.19% 0.5 127 1960/01/14 17:00:00 1960/01/15 11:00:00 19 0.17 13.30% 0.5 128 1964/11/17 13:00:00 1964/11/17 22:00:00 10 0.17 13.40% 0.5 129 1966/02/06 11:00:00 1966/02/08 04:00:00 42 0.17 13.51% 0.4 130 1972/11/16 09:00:00 1972/11/17 16:00:00 32 0.17 13.61% 0.4 131 1978/03/30 11:00:00 1978/04/01 04:00:00 42 0.17 13.72% 0.4 132 1986/09/24 00:00:00 1986/09/25 10:00:00 35 0.17 13.82% 10.4 1/13/2016 1:45 PM 3/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 133 1987/12/16 12:00:00 1987/12/17 13:00:00 26 0.17 13.93% 0.4 134 1991/03/19 01:00:00 1991/03/21 13:00:00 61 0.17 14.03% 0.4 135 2001/02/25 08:00:00 2001/02/28 23:00:00 88 0.17 14.140/6 0.4 136 2004/02121 18:00:00 2004/02/23 10:00:00 41 0.17 14.24% 0.4 137 1954/01/18 19:00:00 1954/01/20 08:00:00 38 0.16 14.35% 0.4 138 1956/04/12 21:00:00 1956/04/13 21:00:00 25 0.16 14.450/6 0.4 139 1960/02/28 18:00:00 1960/03/01 11:00:00 42 0.16 14.55% 0.4 140 1967/11/1908:00:00 1967/11/20 07:00:00 24 0.16 14.66% 0.4 141 1969/01/24 08:00:00 1969/01/26 23:00:00 64 0.16 14.760/6 0.4 142 1970/02/28 14:00:00 1970/03/02 08:00:00 43 0.16 14.870/6 0.4 143 1972/11/14 14:00:00 1972/11/14 20:00:00 7 0.16 14.970/6 0.4 144 1977/01/02 22:00:00 1977/01/03 09:00:00 12 0.16 15.08% 0.4 145 1978/01/09 15:00:00 1978/01/11 03:00:00 37 0.16 15.18% 0.4 146 1979/03/17 03:00:00 1979/03/17 12:00:00 10 0.16 15.29% 0.4 147 1980/03/05 23:00:00 1980/03/06 16:00:00 18 0.16 15.39% 0.4 148 1981/01/28 06:00:00 1981/01/30 15:00:00 58 0.16 15.50% 0.4 149 1981/12/3007:00:00 1982/01/02 13:00:00 79 0.16 15.60% 0.4 150 1982/12/07 22:00:00 1982112/0805:00:00 8 0.16 15.71% 0.4 151 1985/11/24 15:00:00 1985/11/25 19:00:00 29 0.16 15.81% 0.4 152 1987/10/11 11:00:00 1987/10/13 00:00:00 38 0.16 15.92% 0.4 153 1988/01/17 04:00:00 1988/01/18 01:00:00 22 0.16 16.02% 0.4 154 1992112/0708:00:00 1992/12/08 05:00:00 22 0.16 16.13% 0.4 155 1997/01/15 15:00:00 1997/01/15 22:00:00 8 0.16 16.23% 0.4 156 2006/03/10 16:00:00 2006/03/11 19:00:00 28 0.16 16.340/6 0.4 157 2007/04/20 14:00:00 2007/04/20 20:00:00 7 0.16 16.44% 0.4 158 1952/11/30 01:00:00 1952111/30 09:00:00 9 0.15 16.54% 0.4 159 1956/01/25 16:00:00 1956/01/27 11:00:00 44 0.15 16.650/6 0.4 160 1957/01/28 02:00:00 1957/01/29 23:00:00 46 0.15 16.75% 0.4 161 1958/04/06 18:00:00 1958/04/07 19:00:00 26 0.15 16.86% 0.4 162 1965/04/07 04:00:00 1965/04/10 03:00:00 72 0.15 16.96% 0.4 163 1970/12/21 04:00:00 1970/12/2207:00:00 28 0.15 17.07% 0.4 164 1973/02/11 07:00:00 1973/02/13 07:00:00 49 0.15 17.17% 0.4 165 1974/12/04 07:00:00 1974/12/04 16:00:00 10 0.15 17.28% 0.4 166 1979/03/18 22:00:00 1979/03/21 10:00:00 61 0.15 17.38% 0.3 167 1983/03/24 03:00:00 1983/03/25 12:00:00 34 0.15 17.490/6 0.3 168 1983/04/20 04:00:00 1983/04/21 14:00:00 35 0.15 17.590/6 0.3 169 1993/06/05 14:00:00 1993/06/05 20:00:00 7 0.15 17.70% 0.3 170 1998/0210611:00:00 1998/02/0904:00:00 66 0.15 17.80% 0.3 171 2001/04/07 15:00:00 2001/04/08 01:00:00 11 0.15 17.91% 0.3 172 1951/1212904:00:00 1951/12/30 17:00:00 38 0.14 18.01% 0.3 173 1952/03/0707:00:00 1952/03/08 14:00:00 32 0.14 18.12% 0.3 174 1954/03/1622:00:00 1954/03/1723:00:00 26 0.14 18.22% 0.3 175 1965/04/03 06:00:00 1965/04/0501:00:00 44 0.14 18.32% 0.3 176 1965/12/29 18:00:00 1965/1213000:00:00 7 0.14 18.43% 0.3 177 1975/03/08 07:00:00 1975/03/0901:00:00 19 0.14 18.53% 0.3 178 1976/0210406:00:00 1976/02/10 15:00:00 154 0.14 18.640/6 0.3 179 1985/12/11 03:00:00 1985/12/1113:00:00 11 0.14 18.74% 0.3 1/13/2016 1:45 PM - 4/21 Excel Engineering pea kFlowStatisticsPostM itigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 180 1995/04/18 10:00:00 1995/04/18 20:00:00 11 0.14 18.85% 0.3 181 1998/01/29 17:00:00 1998/01/29 22:00:00 6 0.14 18.950/9 0.3 182 2000/03/04 18:00:00 2000/03/08 21:00:00 100 0.14 19.06% 0.3 183 2001/12/09 10:00:00 2001/12/10 04:00:00 19 0.14 19.160/a 0.3 184 2003/12/24 23:00:00 2003/12/25 23:00:00 25 0.14 19.27% 0.3 185 1955/01/10 04:00:00 1955/01/1103:00:00 24 0.13 19.370/6 0.3 186 1963/02/09 16:00:00 1963/02/11 11:00:00 44 0.13 19.48% 0.3 187 1967/04/11 08:00:00 1967/04/11 20:00:00 13 0.13 19.58% 0.5- 188 1970/11/28 21:00:00 1970/12/01 04:00:00 56 0.13 19.69% 0.3 189 1981/02/28 12:00:00 1981/03/03 05:00:00 66 0.13 19.79% 0.3 190 1987/02/23 15:00:00 1987/02/2602:00:00 60 0.13 19.90% 0.3 191 1990/01/17 00:00:00 1990/01/17 10:00:00 11 0.13 20.00% 0.3 192 1993/03/28 02:00:00 1993/03/28 08:00:00 7 0.13 20.10% 0.3 193 1993/11/30 04:00:00 1993/11/30 15:00:00 12 0.13 20.21% 0.3 194 1994/02/1709:00:00 1994/02/1904:00:00 44 0.13 20.31% 0.3 195 1998/11/0807:00:00 1998/11/08 17:00:00 11 0.13 20.42% 0.3 196 2002/12/16 14:00:00 2002/12/1720:00:00 31 0.13 20.52% 0.3 197 2003/04/14 06:00:00 2003/04/15 20:00:00 39 0.13 20.63% 0.3 198 1951/11/22 23:00:00 1951/11/23 09:00:00 11 0.12 20.73% 0.3 199 1952/01/1720:00:00 1952/01/1811:00:00 16 0.12 20.84% 0.3 200 1955/01/18 15:00:00 1955/01/19 10:00:00 20 0.12 20.940/9 0.3 201 1967/11/21 13:00:00 1967/11/22 06:00:00 18 0.12 21.050/o 0.3 202 1969/02/1807:00:00 1969/02/2009:00:00 51 0.12 21.150/a 0.3 203 1971/04/14 11:00:00 1971/04/14 16:00:00 6 0.12 21.260/6 0.3 204 1976/07/22 11:00:00 1976/07/22 18:00:00 8 0.12 21.36% 0.3 205 1977/03/24 22:00:00 1977/03/25 18:00:00 21 0.12 21.47% 0.3 206 1986/03/10 06:00:00 1986/03/11 07:00:00 26 0.12 21.57% 0.3 207 1993/01/06 01:00:00 1993/01/09 08:00:00 80 0.12 2-1.68% 0.3 208 1997/01/25 19:00:00 1997/01/27 09:00:00 39 0.12 21.78% 0.3 209 1997/12/06 14:00:00 1997/12/0723:00:00 34 0.12 21.88% 0.3 210 1998/05/12 17:00:00 1998/05/13 20:00:00 28 0.12 21.99% 0.3 211 1953/03/01 02:00:00 1953/03/02 04:00:00 27 0.11 22.09% 0.3 212 1965/02/0523:00:00 1965/02/0702:00:00 28 0.11 22.20% 0.3 213 1973/02/15 12:00:00 1973/02/1517:00:00 6 0.11 22.30% 0.3 214 1973/03/11 05:00:00 1973/03/12 12:00:00 32 0.11 22.41% 0.3 215 1975/04/17 06:00:00 1975/04/17 13:00:00 8 0.11 22.51% 0.3 216 1976/07/08 10:00:00 1976/07/08 19:00:00 10 0.11 22.620/9 0.3 217 1978/03/11 18:00:00 1978/03/12 15:00:00 22 0.11 22.72% 0.3 218 1981/03/05 02:00:00 1981/03/06 00:00:00 23 0.11 22.83% 0.3 219 1992/01/0509:00:00 1992/01/08 13:00:00 77 0.11 22.93% 0.3 220 2000/02/20 10:00:00 2000/02/2420:00:00 107 0.11 23.04% 0.3 221 2001/11/24 15:00:00 2001/11/2504:00:00 14 0.11 23.14% 0.3 222 1957/12/1509:00:00 1957/12/17 10:00:00 50 0.1 23.25% 0.3 223 1959/02/2110:00:00 1959/02/2203:00:00 18 0.1 23.35% 0.3 224 1962/03/18 17:00:00 1962/03/1907:00:00 15 0.1 23.46% 0.3 225 1964/01/21 07:00:00 1964/01/22 20:00:00 38 0.1 23.56% 0.3 226 1966/11/07 13:00:00 1966/11/08 00:00:00 12 0.1 23.66% 0.3 1/13/2016 1:45 PM 5/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 227 1969/11/06 18:00:00 1969/11/07 14:00:00 21 0.1 23.77% 0.3 228 1970/03/04 22:00:00 1970/03/05 05:00:00 8 0.1 23.87% 0.3 229 1973/03/08 11:00:00 1973/03/08 18:00:00 8 0.1 23.980/6 0.3 230 1974/03/0800:00:00 1974/03/08 16:00:00 17 0.1 24.08% 0.3 231 1976/07/15 12:00:00 1976/07/15 20:00:00 9 0.1 24.190/6 0.3 232 1977/01/05 14:00:00 1977/01/07 10:00:00 45 0.1 24.29% 0.3 233 1982/01/05 05:00:00 1982/01/05 20:00:00 16 0.1 24.40% 0.2 234 1982/01/20 03:00:00 1982/01/21 16:00:00 38 0.1 24.50% 0.2 235 1983/11/11 18:00:00 1983/11/13 04:00:00 35 0.1 24.61% 0.2 236 1984/12/18 07:00:00 1984/12/20 07:00:00 49 0.1 24.71% 0.2 237 1984/12/26 14:00:00 1984/12/28 00:00:00 35 0.1 24.82% 0.2 238 1987/12/04 21:00:00 1987/12/05 05:00:00 9 0.1 24.92% 0.2 239 1991/01/09 13:00:00 1991/01/09 19:00:00 7 0.1 25.03% 0.2 240 1994/02/07 03:00:00 1994/02/0809:00:00 31 0.1 25.13% 0.2 241 1995/01/07 12:00:00 1995/01/08 13:00:00 26 0.1 25.24% 0.2 242 1996/12/09 15:00:00 1996/12/1206:00:00 64 0.1 25.340/6 0.2 243 1998/03/31 13:00:00 1998/04/02 20:00:00 56 0.1 25.45% 0.2 244 1954/03/20 10:00:00 1954/03/25 13:00:00 124 0.09 25.55% 0.2 245 1957/10/14 02:00:00 1957/10/14 10:00:00 9 0.09 25.650/6 0.2 246 1960/11/05 21:00:00 1960/11/06 15:00:00 19 0.09 25.76% 0.2 247 1969/02/2203:00:00 1969/02/22 14:00:00 12 0.09 25.86% 0.2 248 1977/05/07 22:00:00 1977/05/09 12:00:00 39 0.09 25.97% 0.2 249 1979/03/2704:00:00 1979/03/28 14:00:00 35 0.09 26.07% 0.2 250 1985/02/0905:00:00 1985/02/09 16:00:00 12 0.09 26.18% 0.2 251 1994/03/06 12:00:00 1994/03/07 11:00:00 24 0.09 26.280/6 0.2 252 1998/03/25 17:00:00 1998/03/29 21:00:00 101 0.09 26.39% 0.2 253 2000/02/1118:00:00 2000/02/14 22:00:00 77 0.09 26.49% 0.2 254 1957/01/07 14:00:00 1957/01/07 22:00:00 9 0.08 26.60% 0.2 255 1957/04/20 15:00:00 1957/04/21 06:00:00 16 0.08 26.70% 0.2 256 1962/02/07 20:00:00 1962/02/09 07:00:00 36 0.08 26.81% 0.2 257 1965/03/31 13:00:00 1965/04/01 23:00:00 35 0.08 26.91% 0.2 258 1965/12/14 16:00:00 1965/12/16 12:00:00 45 0.08 27.02% 0.2 259 1966/01/30 08:00:00 1966/01/30 23:00:00 16 0.08 27.12% 0.2 260 1968/04/01 21:00:00 1968/04/02 12:00:00 16 0.08 27.23% 0.2 261 1976/03/0114:00:00 1976/03/01 23:00:00 10 0.08 27.33% 0.2 262 1981/02/25 20:00:00 1981/02/26 03:00:00 8 0.08 27.43% 0.2 263 1982/03/14 13:00:00 1982/03/1504:00:00 16 0.08 27.540/6 0.2 264 1982/04/01 10:00:00 1982/04/01 21:00:00 12 0.08 27.64% 0.2 265 1983/09/29 10:00:00 1983/10/01 15:00:00 54 0.08 27.75% 0.2 266 1998/01/09 18:00:00 1998/01/10 21:00:00 28 0.08 27.85% 0.2 267 2005/12/3116:00:00 2006/01/03 05:00:00 62 0.08 27.96% 0.2 268 2006/04/04 17:00:00 2006/04/05 10:00:00 18 0.08 28.06% 0.2 269 1954/12/09 22:00:00 1954/12/10 13:00:00 16 0.07 28.170/6 0.2 270 1958/02/25 07:00:00 1958/02/25 13:00:00 7 0.07 28.270/6 0.2 271 1969/03/21 12:00:00 1969/03/22 00:00:00 13 0.07 28.38% 0.2 272 1971/02/16 22:00:00 1971/02/17 15:00:00 18 0.07 28.48% 0.2 273 1976/12/30 14:00:00 1976/12/3113:00:00 24 1 0.07 28.59% 0.2 1/13/2016 1:45 PM 6/21 Excel Engineering pea kFlowStatistics PostM itigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 274 1978/03/09 17:00:00 1978/03/09 21:00:00 5 0.07 28.69% 0.2 275 1978/12116 23:00:00 1978/12119 20:00:00 70 0.07 28.80% 0.2 276 1982/02/09 19:00:00 1982/02/10 23:00:00 29 0.07 28.90% 0.2 277 1982/11/0915:00:00 1982/11/1102:00:00 36 0.07 29.01% 0.2 278 1983/04/29 06:00:00 1983/04/30 05:00:00 24 0.07 29.11% 0.2 279 1984/11/24 16:00:00 1984/11/2500:00:00 9 0.07 29.21% 0.2 280 1987/04/04 06:00:00 1987/04/0420:00:00 15 0.07 29.32% 0.2 281 1988/04/14 18:00:00 1988/04/1504:00:00 11 0.07 29.42% 0.2 282 1988/11/14 07:00:00 1988/11/14 12:00:00 6 0.07 29.53% 0.2 283 1989/03/25 10:00:00 1989/03/2609:00:00 24 0.07 29.63% 0.2 284 1993/01/31 00:00:00 1993/01/31 04:00:00 5 0.07 29.74% 0.2 285 1993/02/23 17:00:00 1993/02/24 10:00:00 18 0.07 29.840/6 0.2 286 1994/03/1903:00:00 1994/03/20 10:00:00 32 0.07 29.950/9 0.2 287 1995/04/1607:00:00 1995/04/1707:00:00 25 0.07 30.050/6 0.2 288 1998/12/0401:00:00 1998/12/06 10:00:00 58 0.07 30.160/a 0.2 289 1999/02/04 10:00:00 1999/02/0509:00:00 24 0.07 30.260/6 0.2 290 1999/04/11 20:00:00 1999/04/12 07:00:00 12 0.07 30.370/6 0.2 291 2004/04/01 22:00:00 2004/04/02 02:00:00 5 0.07 30.47% 0.2 292 2005/02/11 02:00:00 2005/02/13 10:00:00 57 0.07 30.58% 0.2 293 2006/12/1001:00:00 2006/12/11 04:00:00 28 0.07 30.680/6 0.2 294 1951/08/28 08:00:00 1951/08/29 07:00:00 24 0.06 30.79% 0.2 295 1951/12/11 23:00:00 1951/12/1214:00:00 16 0.06 30.89% 0.2 296 1952/11/2301:00:00 1952/11/2314:00:00 14 0.06 30.99% 0.2 297 1952/12/30 20:00:00 1952/12/3113:00:00 18 0.06 31.10% 0.2 298 1954/03/30 04:00:00 1954/03/30 10:00:00 7 0.06 31.20% 0.2 299 1955/02/26 11:00:00 1955/02/2800:00:00 38 0.06 31.31% 0.2 300 1957/03/16 10:00:00 1957/03/16 16:00:00 7 0.06 31.41% 0.2 301 1957/12/0503:00:00 1957/12/0523:00:00 21 0.06 31.52% 0.2 302 1958/09/23 22:00:00 1958/09/2409:00:00 12 0.06 31.62% 0.2 303 1959/02/1603:00:00 1959/02/1702:00:00 24 0.06 31.73% 0.2 304 1959/04/2605:00:00 1959/04/26 11:00:00 7 0.06 31.83% 0.2 305 1959/12/1000:00:00 1959/12/1009:00:00 10 0.06 31.94% 0.2 306 1959/12/21 00:00:00 1959/12/2113:00:00 14 0.06 32.040/6 0.2 307 1960/09/11 03:00:00 1960/09/11 11:00:00 9 0.06 32.150/6 0.2 308 1961/01/26 08:00:00 1961/01/26 18:00:00 11 0.06 32.25% 0.2 309 1963/04/26 03:00:00 1963/04/26 11:00:00 9 0.06 32.360/6 0.2 310 1963/11/15 16:00:00 1963/11/15 23:00:00 8 0.06 32.460/6 0.2 311 1964/12/2707:00:00 1964/12/28 18:00:00 36 0.06 32.57% 0.2 312 1979/01/30 18:00:00 1979/02/0222:00:00 77 0.06 32.670/6 0.2 313 1979/03/0108:00:00 1979/03/01 21:00:00 14 0.06 32.770/6 0.2 314 1980/03/10 15:00:00 1980/03/10 21:00:00 7 0.06 32.88% 0.2 315 1980/03/25 22:00:00 1980/03/2604:00:00 7 0.06 32.98% 0.2 316 1980/04/22 11:00:00 1980/04/2308:00:00 22 0.06 33.09% 0.2 317 1980/10/16 05:00:00 1980/10/16 10:00:00 6 - 0.06 33.19% 0.2 318 1983/03/17 02:00:00 1983/03/19 04:00:00 51 0.06 33.30% 0.2 319 1983/04/18 02:00:00 1983/04/18 12:00:00 11 0.06 33.40% 0.2 320 1983/12/03 15:00:00 1983/12/0400:00:00 10 0.06 33.51% 0.2 1/13/2016 1:45 PM 7/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 321 1984/10/17 06:00:00 1984/10/17 11:00:00 6 0.06 33.61% 0.2 322 1987/01/06 19:00:00 1987/01/07 09:00:00 15 0.06 33.72% 0.2 323 1988/08/24 05:00:00 1988/08/24 19:00:00 15 0.06 33.82% 0.2 324 1990/04/04 08:00:00 1990/04/04 16:00:00 9 0.06 33.93% 0.2 325 1992/03/02 06:00:00 1992/03/02 23:00:00 18 0.06 34.03% 0.2 326 1993/03/26 00:00:00 1993/03/26 15:00:00 16 0.06 34.14% 0.2 327 1996/10/30 13:00:00 1996/10/30 20:00:00 8 0.06 34.24% 0.2 328 2004/02/03 00:00:00 2004/02/04 02:00:00 27 0.06 34.35% 0.2 329 2006/02/27 19:00:00 2006/02/28 13:00:00 19 0.06 34.450/6 0.2 330 2006/03/28 21:00:00 2006/03/29 11:00:00 15 0.06 34.55% 0.2 331 2007/08/26 11:00:00 2007/08/26 16:00:00 6 0.06 34.66% 0.2 332 1952/02/29 19:00:00 1952/03/0115:00:00 21 0.05 34.76% 0.2 333 1952/04/10 11:00:00 1952/04/11 01:00:00 15 0.05 34.87% 0.2 334 1952/12/20 10:00:00 1952/12/20 18:00:00 9 0.05 34.97% 0.2 335 1955/02/16 22:00:00 1955/02/18 10:00:00 37 0.05 35.08% 0.2 336 1955/04/30 20:00:00 1955/05/02 13:00:00 42 0.05 35.18% 0.2 337 1957/01/05 10:00:00 1957/01/05 15:00:00 6 0.05 35.29% 0.2 338 1958/03/06 10:00:00 1958/03/0703:00:00 18 0.05 35.39% 0 .2 339 1959/01/06 08:00:00 1959/01/06 12:00:00 5 0.05 35.50% 0.2 340 1960/01/25 21:00:00 1960/01/26 04:00:00 8 0.05 35.60% 0.2 341 1960/11/13 00:00:00 1960/11/13 03:00:00 4 0.05 35.71% 0.2 342 1962/02/19 11:00:00 1962/02/21 11:00:00 49 0.05 35.81% 0.2 343 1964/03/22 23:00:00 1964/03/24 09:00:00 35 0.05 35.92% 0.2 344 1967/04/18 20:00:00 1967/04/20 00:00:00 29 0.05 36.02% 0.2 345 1969/04/05 21:00:00 1969/04/06 02:00:00 6 0.05 36.13% 0.2 346 1970/02/10 03:00:00 1970/02/11 06:00:00 28 0.05 36.23% 0.2 347 1972/01/1822:00:00 1972/01/1907:00:00 10 0.05 36.34% 0.2 348 1972/11/11 06:00:00 1972/11/1113:00:00 8 0.05 36.44% 0.2 349 1972/12/04 14:00:00 1972/12/0422:00:00 9 0.05 36.54% 0.2 350 1973/03/05 09:00:00 1973/03/07 03:00:00 43 0.05 36.65% 0.2 351 1974/01/07 14:00:00 1974/01/08 15:00:00 26 0.05 36.75% 0.2 352 1974/03/2708:00:00 1974/03/27 12:00:00 5 0.05 36.86% 0.2 353 1975/03/10 12:00:00 1975/03/11 18:00:00 31 0.05 36.96% 0.2 354 1976/04/15 15:00:00 1976/04/16 14:00:00 24 0.05 37.07% 0.2 355 1976/08/30 10:00:00 1976/08/30 16:00:00 7 0.05 37.17% 0.2 356 1978/01/19 06:00:00 1978/01/19 15:00:00 10 0.05 37.28% 0.2 357 1978/11/21 17:00:00 1978/11/2204:00:00 12 0.05 37.38% 0.2 358 1979/02/21 01:00:00 1979/02/2110:00:00 10 0.05 37.49% 0.2 359 1980/12/07 11:00:00 1980/12/07 16:00:00 6 0.05 37.59% 0.2 360 1981/02/08 17:00:00 1981/02/09 10:00:00 18 0.05 37.70% 0.2 361 1982/09/26 03:00:00 1982/09/26 20:00:00 18 0.05 37.80% 0.2 362 1983/02/06 12:00:00 1983/02/08 10:00:00 47 0.05 37.91% 0.2 363 1983/03/0606:00:00 1983/03/07 00:00:00 19 0.05 38.01% 10.2 364 1983/03/21 04:00:00 1983/03/23 00:00:00 45 0.05 38.12% 0.2 365 1983/12/09 17:00:00 1983/12/09 20:00:00 4 0.05 38.22% 0.2 366 1984/12/0800:00:00 1984/12/0805:00:00 6 0.05 38.32% 0.2 367 1984/12/1603:00:00 1984/12/1607:00:00 5 1 0.05 38.43% 0.2 1/13/2016 1:45 PM 8/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 368 1986/01/30 03:00:00 1986/01/30 16:00:00 14 0.05 38.53% 0.2 369 1988/12/15 09:00:00 1988/12/16 18:00:00 34 0.05 38.64% 0.2 370 1992/02/06 07:00:00 1992/02/07 15:00:00 33 0.05 38.74% 0.2 371 1992/03/27 06:00:00 1992/03/27 09:00:00 4 0.05 38.85% 0.2 372 1992/12/27 19:00:00 1992/12/28 06:00:00 12 0.05 38.95% 0.2 373 1995/03/21 11:00:00 1995/03/21 18:00:00 1 8 0.05 39.06% 0.2 374 1996/01/31 04:00:00 1996/02/0202:00:00 47 0.05 39.16% 0.2 375 1996/02/20 07:00:00 1996/02/2203:00:00 45 0.05 39.270/a 0.2 376 1996/02/25 09:00:00 1996/02/2801:00:00 65 0.05 39.370/a 0.2 377 2000/10/26 09:00:00 2000/10/27 13:00:00 29 0.05 39.48% 0.2 378 2008/02/24 07:00:00 2008/02/24 15:00:00 9 0.05 39.58% 0.2 379 1952/01/13 04:00:00 1952/01/13 16:00:00 13 0.04 39.69% 0.2 380 1952/01/2504:00:00 1952/01/2514:00:00 11 0.04 39.79% 0.2 381 1952/03/1222:00:00 1952/03/13 12:00:00 15 0.04 39.90% 0.2 382 1953/02/23 10:00:00 1953/02/23 23:00:00 14 0.04 40.00% 0.2 383 1953/11/14 16:00:00 1953/11/15 11:00:00 20 0.04 40.10% 0.2 384 1954/01/12 17:00:00 1954/01/13 04:00:00 12 0.04 40.21% 0.2 385 1955/01/16 08:00:00 1955/01/16 19:00:00 12 0.04 40.31% 0.2 386 1955/03/11 02:00:00 1955/03/11 07:00:00 6 0.04 40.42% 0.2 387 1955/04/22 05:00:00 1955/04/22 13:00:00 9 0.04 40.52% 0.1 388 1955/11/14 07:00:00 1955/11/14 12:00:00 6 0.04 40.63% 0.1 389 1957/05/21 03:00:00 1957/05/21 10:00:00 8 0.04 40.73% 0.1 390 1957/10/31 01:00:00 1957/10/31 06:00:00 6 0.04 40.840/o 0.1 391 1958/03/27 14:00:00 1958/03/27 18:00:00 5 0.04 40.94% 0.1 392 1960/01/10 10:00:00 1960/01/10 21:00:00 12 0.04 41.05% 0.1 393 1960/11/26 17:00:00 1960/11/2700:00:00 8 0.04 41.15% 0.1 394 1961/11/20 16:00:00 1961/11/20 23:00:00 8 0.04 41.26% 0.1 395 1961/11/2503:00:00 1961/11/2523:00:00 21 0.04 41.36% 0.1 396 1962/02/15 19:00:00 1962/02/1622:00:00 28 0.04 41.47% 0.1 397 1962/03/06 07:00:00 1962/03/07 00:00:00 18 0.04 41.57% 0.1 398 1963/04/17 05:00:00 1963/04/17 14:00:00 10 0.04 41.68% 0.1 399 1963/09/0408:00:00 1963/09/04 16:00:00 9 0.04 41.78% 0.1 400 1964/12/31 22:00:00 1965/01/0101:00:00 4 0.04 41.880/o 0.1 401 1965/03/12 15:00:00 1965/03/13 23:00:00 33 0.04 41.990/a 0.1 402 1967/01/24 14:00:00 1967/01/25 02:00:00 13 0.04 42.09% 0.1 403 1967/03/31 11:00:00 1967/03/31 16:00:00 6 0.04 42.20% 0.1 404 1967/04/21 21:00:00 1967/04/22 05:00:00 1 9 0.04 42.30% 0.1 405 1968/02/1304:00:00 1968/02/13 13:00:00 10 0.04 42.41% 0.1 406 1971/02/2304:00:00 1971/02/2308:00:00 5 0.04 42.51% 0.1 407 1971/12/2206:00:00 1971/12/2301:00:00 20 0.04 42.62% 0.1 408 1971/12/27 15:00:00 1971/12/28 17:00:00 27 0.04 42.72% 0.1 409 1973/02/2802:00:00 1973/02/28 11:00:00 10 0.04 42.83% 0.1 410 1973/11/1704:00:00 1973/11/1901:00:00 46 0.04 42.93% 0.1 411 1974/10/28 10:00:00 1974/10/29 14:00:00 29 1 0.04 1 43.04% 10.1 412 1974/12/2807:00:00 1974/12/29 12:00:00 30 0.04 43.14% 0.1 413 1975/02/03 08:00:00 1975/02/0503:00:00 44 0.04 43.25% 10.1 414 1975/02/0906:00:00 1975/02/1003:00:00 22 0.04 1 43.35% 10.1 1/13/2016 1:45 PM 9/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 415 - 1975/11/27 18:00:00 1975/11/29 01:00:00 32 0.04 43.46% 0.1 416 1977/05/24 05:00:00 1977/05/24 12:00:00 8 0.04 43.56% 0.1 417 1977/12/18 00:00:00 1977/12/18 10:00:00 11 0.04 43.66% 0.1 418 1977/12/25 17:00:00 1977/12/27 01:00:00 33 0.04 43.77% 0.1 419 1978/11/24 09:00:00 1978/11/24 16:00:00 8 0.04 43.87% 0.1 420 1979/02/14 04:00:00 1979/02/14 09:00:00 6 0.04 43.98% 0.1 421 1979/10/20 02:00:00 1979/10/20 19:00:00 18 0.04 44.08% 0.1 422 1980/01/17 19:00:00 1980/01/19 05:00:00 35 0.04 44.19% 0.1 423 1980/03/21 10:00:00 1980/03/22 02:00:00 17 0.04 44.290/o 0.1 424 1980/12/04 11:00:00 1980/12/0512:00:00 26 0.04 44.40% 0.1 425 1982/01/1020:00:00 1982/01/11 08:00:00 13 0.04 44.50% 0.1 426 1982/11/29 11:00:00 1982/11/30 17:00:00 31 0.04 44.61% 0.1 427 1982/12/29 19:00:00 1982/12/3000:00:00 6 0.04 44.71% 0.1 428 1983/02/02 15:00:00 1983/02/03 20:00:00 30 0.04 44.82% 0.1 429 1983/04/12 07:00:00 1983/04/13 12:00:00 30 0.04 44.92% 0.1 430 1983/11/20 08:00:00 1983/11/20 23:00:00 16 0.04 45.03% 0.1 431 1984/04/27 22:00:00 1984/04/28 02:00:00 5 0.04 45.13% 0.1 432 1984/11/13 09:00:00 1984/11/13 12:00:00 4 0.04 45.24% 0.1 433 1984/12/10 20:00:00 1984/12/11 09:00:00 14 0.04 45.34% 0.1 434 1985/02/02 03:00:00 1985/02/02 15:00:00 13 0.04 45.45% 0.1 435 1985/10/22 00:00:00 1985/10/2203:00:00 4 0.04 45.55% 0.1 436 1985/12/02 11:00:00 1985/12/0303:00:00 17 0.04 45.65% 0.1 437 1986/01/31 19:00:00 1986/02/01 02:00:00 8 0.04 45.76% 0.1 438 1986/02/07 22:00:00 1986/02/08 17:00:00 20 0.04 45.86% 0.1 439 1986/02/13 08:00:00 1986/02/13 16:00:00 9 0.04 45.97% 0.1 440 1986/03/08 16:00:00 1986/03/0903:00:00 12 0.04 46.07% 0.1 441 1986/03/13 19:00:00 1986/03/14 06:00:00 12 0.04 46.18% 0.1 442 1986/04/06 01:00:00 1986/04/06 14:00:00 14 0.04 46.28% 0.1 443 1986/10/09 20:00:00 1986/10/10 04:00:00 9 0.04 46.39% 0.1 444 1986/12/06 06:00:00 1986/12/0707:00:00 26 0.04 46.49% 0.1 445 1987/11/04 19:00:00 1987/11/05 14:00:00 20 0.04 46.60% 0.1 446 1988/02/02 01:00:00 1988/02/0220:00:00 20 0.04 46.70% 0.1 447 1988/12/1813:00:00 1988/12/18 23:00:00 11 0.04 46.81% 0.1 448 1989/02/03 22:00:00 1989/02/04 20:00:00 23 0.04 46.91% 0.1 449 1989/02/09 15:00:00 1989/02/10 08:00:00 18 0.04 47.02% 0.1 450 1990/01/31 01:00:00 1990/01/31 05:00:00 5 0.04 47.12% 0.1 451 1990/04/16 21:00:00 1990/04/17 17:00:00 21 0.04 47.23% 0.1 452 1990/05/28 06:00:00 1990/05/28 17:00:00 12 0.04 47.33% 0.1 453 1990/06/09 14:00:00 1990/06/10 17:00:00 28 0.04 47.43% 0.1 454 1991/10/27 00:00:00 1991/10/27 15:00:00 16 0.04 47.54% 0.1 455 1991/12/28 02:00:00 1991/12/2807:00:00 6 0.04 47.64% 0.1 456 1992/03/08 02:00:00 1992/03/08 14:00:00 13 0.04 47.75% 0.1 457 1992/12/1802:00:00 1992/12/1805:00:00 4 0.04 47.85% 0.1 458 1994/01/24 23:00:00 1994/01/26 08:00:00 34 0.04 47.96% 0.1 459 1994/01/27 15:00:00 1994/01/27 18:00:00 4 0.04 48.06% 0.1 460 1995/01/15 04:00:00 1995/01/17 09:00:00 54 0.04 48.170/o 0.1 461 1995/02/1401:00:00 1995/02/1423:00:00 23 0.04 48.27% 0.1 1/13/2016 1:45 PM 10/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak ] Frequency I Return Period 462 1995/03/23 09:00:00 1995/03/23 20:00:00 12 0.04 48.38% 0.1 463 1996/12/27 16:00:00 1996/12/28 08:00:00 17 0.04 48.48% 0.1 464 1998/02/19 08:00:00 1998/02/20 04:00:00 21 0.04 48.59% 0.1 465 1998/04/11 17:00:00 1998/04/11 22:00:00 6 0.04 48.69% 0.1 466 1998/12/0116:00:00 1998/12/01 21:00:00 6 0.04 48.80% 0.1 467 1999/03/25 14:00:00 1999/03/25 22:00:00 9 0.04 48.90% 0.1 468 2000/04/17 18:00:00 2000/04/18 12:00:00 19 0.04 49.01% 0.1 469 2001/03/06 17:00:00 2001/03/07 22:00:00 30 0.04 49.11% 0.1 470 2001/03/10 15:00:00 2001/03/11 02:00:00 12 0.04 49.21% 0.1 471 2004/03/02 00:00:00 2004103/02 07:00:00 8 0.04 49.32% 0.1 472 2004/12/04 14:00:00 2004/12/05 20:00:00 31 0.04 49.42% 0.1 473 2005/03/22 20:00:00 2005/03/23 01:00:00 6 0.04 49.53% 0.1 474 2005/10/16 18:00:00 2005/10/18 13:00:00 44 0.04 49.63% 0.1 475 2006/02/18 06:00:00 2006/02/19 13:00:00 32 0.04 49.74% 0.1 476 2006/03/20 03:00:00 2006/03/21 07:00:00 29 0.04 49.84% 0.1 477 2006/12/2708:00:00 2006/12/27 11:00:00 4 0.04 49.959/6 0.1 478 2007/02/28 05:00:00 2007/03/01 03:00:00 23 0.04 50.05% 0.1 479 2007/12/07 05:00:00 2007/12/0904:00:00 48 0.04 50.160/6 0.1 480 2008/02/03 07:00:00 2008/02/0407:00:00 25 0.04 50.260/6 0.1 481 1951/12/1908:00:00 1951/12/19 15:00:00 8 0.03 50.370/6 0.1 482 1952/03/1008:00:00 1952/03/1110:00:00 27 0.03 50.470/6 0.1 483 1952/12/2808:00:00 1952/12/28 20:00:00 13 0.03 50.58% 0.1 484 1953/04/27 22:00:00 1953/04/28 02:00:00 5 0.03 50.68% 0.1 485 1953/10/22 07:00:00 1953/10/22 12:00:00 6 0.03 50.79% 0.1 486 1954/01/24 11:00:00 1954/01/25 12:00:00 26 0.03 50.890/6 0.1 487 1955/11/17 08:00:00 1955/11/17 20:00:00 13 0.03 50.99% 0.1 488 1956/01/31 10:00:00 1956/01/31 14:00:00 5 0.03 51.10% 0.1 489 1957/01/26 05:00:00 1957/01/26 11:00:00 7 0.03 51.20% 0.1 490 1957/02/23 06:00:00 1957/02/23 13:00:00 8 0.03 51.31% 0.1 491 1957/06/10 03:00:00 1957/06/10 08:00:00 6 0.03 51.41% 0.1 492 1959/02/0803:00:00 1959/02/0906:00:00 28 0.03 51.52% 0.1 493 1960/02/0822:00:00 1960/02/10 10:00:00 37 0.03 51.62% 0.1 494 1962/01/1301:00:00 1962/01/13 04:00:00 4 0.03 51.73% 0.1 495 1963/02/14 10:00:00 1963/02/14 14:00:00 5 0.03 51.83% 0.1 496 1963/03/28 11:00:00 1963/03/28 15:00:00 5 0.03 51.940/a 0.1 497 1964/10/15 12:00:00 1964/10/15 15:00:00 4 0.03 52.040/o 0.1 498 1965/01/2406:00:00 1965/01/24 11:00:00 6 0.03 52.159/o 0.1 499 1965/11/25 08:00:00 1965/11/25 15:00:00 8 0.03 52.250/6 0.1 500 1966/10/10 13:00:00 1966/10/10 18:00:00 6 0.03 52.360/6 0.1 501 1967/11/26 19:00:00 1967/11/26 22:00:00 4 0.03 52.460/6 0.1 502 1969/01/14 02:00:00 1969/01/14 15:00:00 14 0.03 52.57% 0.1 503 1969/01/28 02:00:00 1969/01/28 22:00:00 21 0.03 52.67% 0.1 504 1969/11/10 02:00:00 1969/11/10 09:00:00 8 0.03 52.770/6 0.1 505 1970/01/16 17:00:00 1970/01/16 22:00:00 6 0.03 52.88% 0.1 506 1971/10/16 11:00:00 1971/10/17 11:00:00 25 0.03 52.98% 0.1 507 1972/12/0706:00:00 1972/12/08 15:00:00 34 0.03 53.09% 0.1 508 1973/02/06 04:00:00 1973/02/0708:00:00 29 0.03 53.190/6 0.1 1/13/2016 1:45 PM 11/21 Excel Engineering peakFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 509 1974/03/02 09:00:00 1974/03/03 14:00:00 30 0.03 53.30% 0.1 510 1974/05/19 09:00:00 1974/05/1911:00:00 3 0.03 53.40% 0.1 511 1975/12/20 14:00:00 1975/12/20 22:00:00 9 0.03 53.51% 0.1 512 1976/03/03 01:00:00 1976/03/03 05:00:00 5 0.03 53.61% 0.1 513 1976/04/13 00:00:00 1976/04/13 15:00:00 16 0.03 53.72% 0.1 514 1979/01/17 11:00:00 1979/01/19 06:00:00 44 0.03 53.82% 0.1 515 1979/02/23 02:00:00 1979/02/23 08:00:00 7 0.03 53.93% 0.1 516 1981/04/18 21:00:00 1981/04/19 09:00:00 13 0.03 54.03% 0.1 517 1982/01/28 17:00:00 1982/01/29 04:00:00 12 0.03 54.14% 0.1 518 1982/03/2521:00:00 1982/03/26 08:00:00 12 0.03 54.24% 0.1 519 1982/11/19 00:00:00 1982/11/20 13:00:00 38 0.03 54.35% 0.1 520 1983/02/24 00:00:00 1983/02/2502:00:00 27 0.03 54.45% 0.1 521 1984/12/03 08:00:00 1984/12/03 13:00:00 6 0.03 54.551/6 0.1 522 1986/03/12 11:00:00 1986/03/12 17:00:00 7 0.03 54.660/6 0.1 523 1987/02/13 22:00:00 1987/02/14 02:00:00 5 0.03 54.76% 0.1 524 1987/03/22 01:00:00 1987/03/22 06:00:00 6 0.03 54.87% 0.1 525 1987/10/31 06:00:00 1987/11/01 03:00:00 22 0.03 54.97% 0.1 526 1988/01/05 14:00:00 1988/01/05 21:00:00 8 0.03 55.080/6 0.1 527 1989/03/02 10:00:00 1989/03/02 22:00:00 13 0.03 55.180/6 0.1 528 1990/02/04 11:00:00 - 1990/02/04 17:00:00 7 0.03 55.29% 0.1 529 1992/12/2913:00:00 1992/12/2921:00:00 9 0.03 55.390/6 0.1 530 1993/01/10 12:00:00 1993/01/10 16:00:00 5 0.03 55.50% 0.1 531 1993/12/11 17:00:00 1993/12/1203:00:00 11 0.03 55.60% 0.1 532 1994/12/25 01:00:00 1994/12/2507:00:00 7 0.03 55.71% 0.1 533 1995/06/15 22:00:00 1995/06/1703:00:00 30 0.03 55.81% 0.1 534 1995/12/23 10:00:00 1995/12/23 13:00:00 4 0.03 55.92% 0.1 535 1996/01/21 19:00:00 1996/01/22 10:00:00 16 0.03 56.02% 0.1 536 1996/03/12 17:00:00 1996/03/14 01:00:00 33 0.03 56.13% 0.1 537 1996/12/0523:00:00 1996/12/06 10:00:00 12 0.03 56.23% 0.1 538 1997/01/23 07:00:00 1997/01/24 01:00:00 19 0.03 56.34% 0.1 539 1997/12/18 17:00:00 1997/12/1902:00:00 10 0.03 56.44% 0.1 540 1998/03/13 18:00:00 1998/03/14 23:00:00 30 0.03 56.54% 0.1 541 1998/11/28 07:00:00 1998/11/29 03:00:00 21 0.03 56.65% 0.1 542 1999/09/18 17:00:00 1999/09/18 19:00:00 3 0.03 56.75% 0.1 543 2000/11/30 09:00:00 2000/11/30 11:00:00 3 0.03 56.86% 0.1 544 2001/02/20 17:00:00 2001/02/21 02:00:00 10 0.03 56.96% 0.1 545 2001/02/23 14:00:00 2001/02/24 01:00:00 12 0.03 57.07% 0.1 546 2001/11/29 17:00:00 2001/11/30 01:00:00 9 0.03 57.17% 0.1 547 2001/12/03 20:00:00 2001/12/0423:00:00 28 0.03 57.28% 0.1 548 2004/11/21 07:00:00 2004/11/21 10:00:00 4 0.03 57.38% 0.1 549 2005/09/20 05:00:00 2005/09/20 08:00:00 4 0.03 57.49% 0.1 550 2006/05/22 04:00:00 2006/05/22 10:00:00 7 0.03 57.59% 0.1 551 2007/02/11 12:00:00 2007/02/1204:00:00 17 0.03 57.70% 0.1 552 2007/02/22 21:00:00 2007/02/23 01:00:00 5 0.03 57.80% 0.1 553 2007/12/1822:00:00 2007/12/19 17:00:00 20 0.03 57.91% 0.1 554 1951/10/08 08:00:00 1951/10/08 11:00:00 4 0.02 58.01% 10.1 555 1951/10/11 00:00:00 1951/10/11 03:00:00 4 0.02 58.12% 10.1 1/13/2016 1:45 PM 12/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 556 1951/10/15 10:00:00 1951/10/15 13:00:00 4 0.02 58.22% 0.1 557 1951/11/20 02:00:00 1951/11/2100:00:00 23 0.02 58.32% 0.1 558 1951/12/05 00:00:00 1951/12/05 09:00:00 10 0.02 58.43% 0.1 559 1952/04/07 23:00:00 1952/04/08 07:00:00 9 0.02 58.53% 0.1 560 1952/12/0605:00:00 1952/12/0608:00:00 4 0.02 58.640/6 0.1 561 1952/12/17 08:00:00 1952/12/17 18:00:00 11 0.02 58.74% 0.1 562 1953/01/06 20:00:00 1953/01/08 05:00:00 34 0.02 58.85% 0.1 563 1953/04/20 11:00:00 1953/04/20 13:00:00 3 0.02 58.95% 0.1 564 1953/11/05 10:00:00 1953/11/0607:00:00 22 0.02 59.06% 0.1 565 1954/12/0323:00:00 1954/12/04 02:00:00 4 0.02 59.16% 0.1 566 1955/01/30 23:00:00 1955/01/31 10:00:00 12 0.02 59.270/o 0.1 567 1955/12/04 10:00:00 1955/12/04 13:00:00 1 4 0.02 59.37% 0.1 568 1956/02/23 20:00:00 1956/02/24 15:00:00 20 0.02 59.48% 0.1 569 1956/05/10 00:00:00 1956/05/10 02:00:00 3 0.02 59.58% 0.1 570 1956/12/0603:00:00 1956/12/0608:00:00 6 0.02 59.690/6 0.1 571 1957/01/10 00:00:00 1957/01/10 09:00:00 10 0.02 59.79% 0.1 572 1957/01/20 18:00:00 1957/01/20 21:00:00 4 0.02 59.90% 0.1 573 1957/04/18 02:00:00 1957/04/18 12:00:00 11 0.02 60.00% 0.1 574 1957/04/22 12:00:00 1957/04/22 15:00:00 4 0.02 60.10% 0.1 575 1957/05/19 09:00:00 1957/05/19 12:00:00 4 0.02 60.21% 0.1 576 1957/10/21 04:00:00 1957/10/21 08:00:00 5 0.02 60.31% 0.1 577 1957/11/03 02:00:00 1957/11/0409:00:00 32 0.02 60.42% 0.1 578 1958/02/1 q 03:00:00 1958/02/13 09:00:00 7 0.02 60.52% 0.1 579 1958/03/1 01:00:00 1958/03/12 09:00:00 33 0.02 60.63% 0.1 580 1958/05/1 10:00:00 1958/05/11 18:00:00 9 0.02 60.73% 0.1 581 1958/11/1 06:00:00 1958/11/11 08:00:00 3 0.02 60.84% 0.1 582 1959/10/01 05:00:00 1959/10/01 09:00:00 5 0.02 60.94% 0.1 583 1960/03/13 05:00:00 1960/03/13 07:00:00 3 0.02 61.050/6 0.1 584 1960/03/28 03:00:00 1960/03/28 08:00:00 6 0.02 61.15% 0.1 585 1960/11/03 20:00:00 1960/11/04 00:00:00 5 0.02 61.260/6 0.1 586 1960/12/0304:00:00 1960/12/0307:00:00 4 0.02 61.36% 0.1 587 1961/03/28 05:00:00 1961/03/28 19:00:00 15 0.02 61.470/6 0.1 588 1962/02/11 05:00:00 1962/0211108:00:00 4 0.02 61.570/6 0.1 589 1962/02/2422:00:00 1962/02/2502:00:00 5 0.02 61.68% 0.1 590 1962/03/22 23:00:00 1962/03/23 03:00:00 5 0.02 61.78% 0.1 591 1962/05/14 18:00:00 1962/05/1506:00:00 13 0.02 61.88% 0.1 592 1964/03/02 11:00:00 1964/03/02 16:00:00 6 0.02 61.99% 0.1 593 1964/11/09 13:00:00 1964/11/10 21:00:00 33 0.02 62.09% 0.1 594 1965/12/12 19:00:00 1965/12/13 14:00:00 20 0.02 62.20% 0.1 595 1965/12/2201:00:00 1965/12/2213:00:00 13 0.02 62.30% 0.1 596 1965/12/31 09:00:00 1966/01/0103:00:00 19 0.02 62.41% 0.1 597 1966/01/20 00:00:00 1966/01/20 02:00:00 3 0.02 62.51% 0.1 598 1968/11/14 18:00:00 1968/11/15 10:00:00 17 0.02 62.62% 0.1 599 1969/01/18 23:00:00 1969/01/22 12:00:00 86 0.02 62.72% 0.1 600 1969/03/13 02:00:00 1969/03/13 07:00:00 6 0.02 62.83% 0.1 601 1969/04/03 06:00:00 1969/04/03 11:00:00 6 0.02 62.93% 0.1 602 1969/12/09 00:00:00 1969/12/0904:00:00 5 0.02 63.04% 0.1 1/13/2016 1:45 PM 13/21 Ml Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 603 1970/01/10 02:00:00 1970/01/10 11:00:00 10 0.02 63.140/6 0.1 604 1971/01/12 20:00:00 1971/01/13 10:00:00 15 0.02 63.250/6 0.1 605 1971/03/13 08:00:00 1971/03/13 11:00:00 4 0.02 63.350/6 0.1 606 1971/12/04 02:00:00 1971/12/04 06:00:00 5 0.02 63.460/6 0.1 607 1971/12/07 03:00:00 1971/12/07 05:00:00 3 0.02 63.56% 0.1 608 1972/10/19 05:00:00 1972/10/20 17:00:00 37 0.02 63.660/6 0.1 609 1973/01/10 01:00:00 1973/01/10 03:00:00 3 0.02 63.77% 0.1 610 1973/02/0321:00:00 1973/02/0401:00:00 5 0.02 63.87% 0.1 611 1973/03/26 07:00:00 1973/03/26 09:00:00 3 0.02 63.980/6 0.1 612 1974/01/01 05:00:00 1974/01/01 10:00:00 6 0.02 64.080/6 0.1 613 1975/03/14 02:00:00 1975/03/14 06:00:00 5 0.02 64.19% 0.1 614 1975/03/22 09:00:00 1975/03/22 13:00:00 5 0.02 64.29% 0.1 615 1975/12/12 16:00:00 1975/12/1221:00:00 6 0.02 64.40% 0.1 616 1976/04/04 04:00:00 1976/04/05 04:00:00 25 0.02 64.50% 0.1 617 1976/07/27 00:00:00 1976/07/27 04:00:00 5 0.02 64.61% 0.1 618 1976/11/12 01:00:00 1976/11/12 09:00:00 9 0.02 64.71% 0.1 619 1977/01/29 02:00:00 1977/01/29 05:00:00 4 0.02 64.82% 0.1 620 1977/02/22 02:00:00 1977/02/22 08:00:00 7 0.02 64.92% 0.1 621 1977/02/24 15:00:00 1977/02/2502:00:00 12 0.02 65.03% 0.1 622 1977/03/16 13:00:00 1977/03/22 16:00:00 148 0.02 65.13% 0.1 623 1977/05/12 10:00:00 1977/05/12 12:00:00 3 0.02 65.24% 0.1 624 1977/07/15 15:00:00 1977/07/15 17:00:00 3 0.02 65.34% 0.1 625 1977/12/23 04:00:00 1977/12/23 06:00:00 3 0.02 65.45% 0.1 626 1978/01/30 11:00:00 1978/01/31 02:00:00 16 0.02 65.55% 0.1 627 1978/03/22 15:00:00 1978/03/23 17:00:00 27 0.02 65.65% 0.1 628 1978/04/02 19:00:00 1978/04/02 21:00:00 3 0.02 65.76% 0.1 629 1978/04/07 02:00:00 1978/04/07 04:00:00 3 0.02 65.86% 0.1 630 1978/04/08 12:00:00 1978/04/08 20:00:00 9 0.02 65.97% 0.1 631 1978/04/15 20:00:00 1978/04/16 00:00:00 5 0.02 66.07% 0.1 632 1978/04/25 17:00:00 1978/04/25 19:00:00 3 0.02 66.180/6 0.1 633 1978/11/10 16:00:00 1978/11/12 13:00:00 46 0.02 66.28% 0.1 634 1978/11/13 21:00:00 1978/11/14 00:00:00 4 0.02 66.39% 0.1 635 1978/11/15 10:00:00 1978/11/15 13:00:00 4 0.02 66.49% 0.1 636 1979/01/09 11:00:00 1979/01/09 17:00:00 7 0.02 66.60% 0.1 637 1979/11/12 12:00:00 1979/11/12 14:00:00 3 0.02 66.70% 0.1 638 1979/12/21 06:00:00 1979/12/2115:00:00 10 0.02 66.81% 0.1 639 1979/12/25 10:00:00 1979/12/25 12:00:00 3 0.02 66.91% 0.1 640 1980/01/14 01:00:00 1980/01/14 03:00:00 3 0.02 67.02% 0.1 641 1980/04/28 16:00:00 1980/04/29 12:00:00 21 0.02 67.12% 0.1 642 1980/05/02 11:00:00 1980/05/02 13:00:00 3 0.02 67.23% 0.1 643 1980/05/08 11:00:00 1980/05/10 16:00:00 54 0.02 67.33% 0.1 644 1981/01/12 11:00:00 1981/01/12 13:00:00 3 0.02 67.43% 0.1 645 1981/03/10 18:00:00 1981/03/10 20:00:00 3 0.02 67.54% 0.1 646 1981/03/14 13:00:00 1981/03/14 15:00:00 3 0.02 67.64% 0.1 647 1981/03/18 17:00:00 1981/03/18 19:00:00 3 0.02 67.75% 0.1 648 1981/04/02 05:00:00 1981/04/02 13:00:00 9 0.02 67.85% 0.1 649 1981/04/26 18:00:00 1981/04/26 20:00:00 3 0.02 67.960/6 0.1 1/13/2016 1:45 PM 14/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 650 1981/05/01 12:00:00 1981/05/01 14:00:00 3 0.02 68.06% 0.1 651 1981/10/11 07:00:00 1981/10/11 09:00:00 3 0.02 68.17% 0.1 652 1982/02/17 02:00:00 1982/02/17 04:00:00 3 0.02 68.27% 0.1 653 1982/03/28 20:00:00 1982103/29 05:00:00 10 0.02 68.38% 0.1 654 1982/04/04 12:00:00 1982/04/04 14:00:00 3 0.02 68.48% 0.1 655 1982/09/16 11:00:00 1982/09/17 16:00:00 30 0.02 68.59% 0.1 656 1982/10/26 07:00:00 1982/10/26 09:00:00 3 0.02 68.69% 0.1 657 1983/01/18 11:00:00 1983/01/19 12:00:00 26 0.02 68.80% 0.1 658 1983/01/22 15:00:00 1983/01/23 15:00:00 25 0.02 68.90% 0.1 659 1983/01/24 19:00:00 1983/01/25 19:00:00 25 0.02 69.01% 0.1 660 1983/03/28 08:00:00 1983/03/28 10:00:00 3 0.02 69.11% 0.1 661 1983/05/01 09:00:00 1983/05/02 11:00:00 27 0.02 69.21% 0.1 662 1983/05/06 09:00:00 1983/05/06 11:00:00 3 0.02 69.32% 0.1 663 1983/08/06 05:00:00 1983/08/06 07:00:00 3 0.02 69.42% 0.1 664 1983/08/18 08:00:00 1983/08/18 14:00:00 7 0.02 69.53% 0.1 665 1983/10/07 09:00:00 1983/10/08 06:00:00 22 0.02 69.63% 0.1 666 1983/11/1800:00:00 1983/11/1802:00:00 3 0.02 69.74% 0.1 667 1983/12/15 14:00:00 1983/1211516:00:00 3 0.02 69.84% 0.1 668 1983/12/19 15:00:00 1983/12/19 17:00:00 3 0.02 69.95% 0.1 669 1984/11/16 15:00:00 1984/11/16 17:00:00 3 0.02 70.05% 0.1 670 1984/12/1221:00:00 1984/12113 00:00:00 4 0.02 70.16% 0.1 671 1985/01/07 11:00:00 1985/01/0805:00:00 19 0.02 70.260/o 0.1 672 1985/01/28 15:00:00 1985/01/29 05:00:00 15 0.02 70.370/6 0.1 673 1985/02/03 22:00:00 1985/0210401:00:00 4 0.02 70.47% 0.1 674 1985/03/27 07:00:00 1985/03/28 15:00:00 33 0.02 70.580/6 0.1 675 1985/09/18 12:00:00 1985/09/18 16:00:00 5 0.02 70.68% 0.1 676 1985110/07 10:00:00 1985/10/07 13:00:00 4 0.02 70.790/a 0.1 677 1986/02/17 06:00:00 1986/0211709:00:00 4 0.02 70.89% 0.1 678 1986/02/23 07:00:00 1986/02/2309:00:00 3 0.02 70.99% 0.1 679 1986/03/01 08:00:00 1986/03/01 10:00:00 3 0.02 71.10% 0.1 680 1986/10/11 08:00:00 1986/10/11 11:00:00 4 0.02 71.20% 0.1 681 1987/02/05 12:00:00 1987/02/05 15:00:00 4 0.02 71.31% 0.1 682 1987/03/05 20:00:00 1987/03/06 17:00:00 22 0.02 71.41% 0.1 683 1987/03/15 09:00:00 1987/03/15 13:00:00 5 0.02 71.52% 0.1 684 1987/03/24 22:00:00 1987/03/26 00:00:00 27 0.02 71.62% 0.1 685 1987/07/17 09:00:00 1987/07/17 15:00:00 7 0.02 71.73% 0.1 686 1987/11/02 05:00:00 1987/11/0208:00:00 4 0.02 71.83% 0.1 687 1987/11/17 22:00:00 1987/11/18 00:00:00 3 0.02 71.94% 0.1 688 1987/12/11 06:00:00 1987/12/11 08:00:00 3 0.02 72.04% 0.1 689 1987/12/19 19:00:00 1987/1211922:00:00 4 0.02 72.15% 0.1 690 1987/12/29 12:00:00 1987/1213008:00:00 21 0.02 72.25% 0.1 691 1988/04/18 05:00:00 1988/04/18 07:00:00 3 0.02 72.36% 0.1 692 1988/05/29 07:00:00 1988/05/29 09:00:00 3 0.02 72.46% 0.1 693 1988/11/10 12:00:00 1988/11/11 12:00:00 25 0.02 72.57% 0.1 694 1988/12122 23:00:00 1988/12/2303:00:00 5 0.02 72.67% 0.1 695 1988/12/2723:00:00 1988/12/28 14:00:00 16 0.02 72.77% 0.1 696 1989/01/07 16:00:00 1989/01/07 19:00:00 1 4 1 0.02 72.88% 0.1 1/13/2016 1:45 PM 15/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 697 1989/01/23 20:00:00 1989/01/23 23:00:00 4 0.02 72.98% 0.1 698 1989/02/02 07:00:00 1989/02/02 12:00:00 6 0.02 73.090/6 0.1 699 1989/05/14 07:00:00 1989/05/15 10:00:00 28 0.02 73.19% 0.1 700 1990/01/02 07:00:00 1990/01/02 13:00:00 7 0.02 73.30% 0.1 701 1990/01/13 11:00:00 1990/01/14 14:00:00 28 0.02 73.40% 0.1 702 1990/01/18 14:00:00 1990/01/18 16:00:00 3 0.02 73.51% 0.1 703 1991/03/13 20:00:00 1991/03/13 22:00:00 3 0.02 73.61% 0.1 704 1991/03/15 14:00:00 1991/03/15 18:00:00 5 0.02 73.72% 0.1 705 1991/07/31 12:00:00 1991/07/31 14:00:00 3 0.02 73.82% 0.1 706 1991/12/1911:00:00 1991/12/1914:00:00 4 0.02 73.93% 0.1 707 1992/01/03 09:00:00 1992/01/0406:00:00 22 0.02 74.03% 0.1 708 1992/02/10 01:00:00 1992/02/1009:00:00 9 0.02 74.14% 0.1 709 1992/03/29 13:00:00 1992/03/29 15:00:00 3 0.02 74.241/6 0.1 710 1992/03/3115:00:00 1992/03/3117:00:00 3 0.02 74.350/6 0.1 711 1993/02/26 19:00:00 1993/02/2700:00:00 6 0.02 74.450/6 0.1 712 1993/12/14 17:00:00 1993/12/15 10:00:00 18 0.02 74.55% 0.1 713 1994/02/20 12:00:00 1994/02/21 09:00:00 22 0.02 74.66% 0.1 714 1994/11/10 11:00:00 1994/11/10 16:00:00 6 0.02 74.760/6 0.1 715 1995/01/21 03:00:00 1995/01/21 08:00:00 6 0.02 74.87% 0.1 716 1995/05/01 13:00:00 1995/05/01 15:00:00 3 0.02 74.970/6 0.1 717 1995/12/13 06:00:00 1995/12/13 12:00:00 7 0.02 75.08% 0.1 718 1996/01/1620:00:00 1996/01/1701:00:00 6 0.02 75.18% 0.1 719 1996/02/03 12:00:00 1996/02/03 15:00:00 4 0.02 75.29% 0.1 720 1996/02/12 14:00:00 1996/02/12 16:00:00 3 0.02 75.39% 0.1 721 1996/03/04 18:00:00 1996/03/05 02:00:00 9 0.02 75.50% 0.1 722 1996/04/18 03:00:00 1996/04/18 07:00:00 5 0.02 75.60% 0.1 723 1996/10/01 11:00:00 1996/10/01 13:00:00 3 0.02 75.71% 0.1 724 1996/10/02 20:00:00 1996/10/03 18:00:00 23 0.02 75.81% 0.1 725 1997/01/02 05:00:00 1997/01/03 14:00:00 34 0.02 75.92% 0.1 726 1999/01/31 11:00:00 1999/01/31 13:00:00 3 0.02 76.02% 0.1 727 1999/04/01 16:00:00 1999/04/01 22:00:00 7 0.02 76.13% 0.1 728 1999/04/06 21:00:00 1999/04/07 13:00:00 17 0.02 76.23% 0.1 729 1999/06/02 02:00:00 1999/06/02 11:00:00 10 0.02 76.34% 0.1 730 1999/06/04 00:00:00 1999/06/04 03:00:00 4 0.02 76.44% 0.1 731 2000/11/10 08:00:00 2000/11/1200:00:00 41 0.02 76.54% 0.1 732 2001/04/10 18:00:00 2001/04/10 21:00:00 4 0.02 76.65% 0.1 733 2001/12/20 20:00:00 2001/12/21 22:00:00 27 0.02 76.75% 0.1 734 2002/02/17 18:00:00 2002/02/18 00:00:00 7 0.02 76.86% 0.1 735 2002/03/17 21:00:00 2002/03/18 05:00:00 9 0.02 76.960/6 0.1 736 2003/11/1206:00:00 2003/11/1307:00:00 26 0.02 77.070/6 0.1 737 2004/04/17 14:00:00 2004/04/17 16:00:00 3 0.02 77.170/6 0.1 738 2004/12/08 05:00:00 2004/12/08 11:00:00 7 0.02 77.280/6 0.1 739 2005/03/04 10:00:00 2005/03/05 06:00:00 21 0.02 77.38% 0.1 740 2006/03/03 15:00:00 2006/03/03 18:00:00 4 0.02 77.49% 0.1 741 2006/12/16 21:00:00 2006/12/1706:00:00 10 0.02 77.59% 0.1 742 2006/12/22 11:00:00 2006/12/22 13:00:00 3 0.02 77.70% 0.1 743 2007/02/13 08:00:00 2007/02/1400:00:00 17 1 0.02 1 77.80% 10.1 1/13/2016 1:45 PM 16/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 744 2007/02/19 03:00:00 2007/02/19 11:00:00 9 0.02 77.91% 0.1 745 2007/04/23 00:00:00 2007/04/23 03:00:00 4 0.02 78.01% 0.1 746 2007/10/13 09:00:00 2007/10/13 12:00:00 4 0.02 78.12% 0.1 747 2008/01/23 20:00:00 2008/01/24 22:00:00 27 0.02 78.22% 0.1 748 2008/02/14 15:00:00 2008/02/14 17:00:00 3 0.02 78.32% 0.1 749 1951/10/07 07:00:00 1951/10/07 07:00:00 1 0.01 78.43% 0.1 750 1952/04/28 10:00:00 1952/04/28 10:00:00 1 0.01. 78.53% 0.1 751 1952/09/19 15:00:00 1952/09/19 15:00:00 1 0.01 78.64% 6.1 752 1953/03/20 10:00:00 1953/03/20 10:00:00 1 0.01 78.74% 0.1 753 1953/04/22 00:00:00 1953/04/22 00:00:00 1 0.01 78.85% 0.1 754 1953/04/30 00:00:00 1953/04/30 00:00:00 1 0.01 78.95% 0.1 755 1953/11/20 07:00:00 1953/11/20 10:00:00 4 0.01 79.06% 0.1 756 1953/12/04 10:00:00 1953/12/04 13:00:00 4 0.01 79.16% 0.1 757 1955/01/01 23:00:00 1955/01/02 03:00:00 5 0.01 79.27% 0.1 758 1955/04/26 11:00:00 1955/04/26 14:00:00 4 0.01 79.37% 0.1 759 1955/11/2116:00:00 1955/11/2119:00:00 4 0.01 79.480/6 0.1 760 1955/12/01 20:00:00 1955/12/01 23:00:00 4 0.01 79.58% 0.1 761 1955/12/0702:00:00 1955/12/0705:00:00 4 0.01 79.69% 0.1 762 1956/04/11 14:00:00 1956/04/11 15:00:00 2 0.01 79.79% 0.1 763 1956/04/27 03:00:00 1956/04/27 11:00:00 9 0.01 79.90% 0.1 764 1957/10/11 11:00:00 1957/10/11 14:00:00 4 0.01 80.00% 0.1 765 1957/11/05 18:00:00 1957/11/05 19:00:00 2 0.01 80.10% 0.1 766 1957/11/14 17:00:00 1957/11/14 21:00:00 5 0.01 80.21% 0.1 767 1957/11/1602:00:00 1957/11/1701:00:00 24 0.01 80.31% 0.1 768 1958/03/31 00:00:00 1958/03/31 02:00:00 3 0.01 80.42% 0.1 769 1960/03/23 10:00:00 1960/03/23 12:00:00 3 0.01 80.52% 0.1 770 1960/04/23 08:00:00 1960/04/24 09:00:00 26 0.01 80.63% 0.1 771 1961/03/15 14:00:00 1961/03/15 15:00:00 2 0.01 80.73% 0.1 772 1961/10/08 17:00:00 1961/10/08 17:00:00 1 0.01 80.84% 0.1 773 1962/02/26 12:00:00 1962/02/26 14:00:00 3 0.01 80.94% 0.1 774 1962/03/2008:00:00 1962/03/2008:00:00 1 0.01 81.05% 0.1 775 1962/05/27 12:00:00 1962/05/27 15:00:00 4 0.01 81.15% 0.1 776 1962/06/15 15:00:00 1962/06/15 15:00:00 1 0.01 81.26% 0.1 777 1963/03/15 05:00:00 1963/03/15 07:00:00 3 0.01 81.36% 0.1 778 1963/04/08 11:00:00 1963/04/08 11:00:00 1 0.01 81.47% 0.1 779 1963/06/11 14:00:00 1963/06/11 14:00:00 1 0.01 81.57% 0.1 780 1963/10/16 10:00:00 1963/10/16 14:00:00 5 0.01 81.68% 0.1 781 1963/10/18 04:00:00 1963/10/19 03:00:00 24 0.01 81.78% 0.1 782 1963/11/06 18:00:00 1963/11/06 19:00:00 2 0.01 81.88% 0.1 783 1963/12/1000:00:00 1963/12/1002:00:00 3 0.01 81.990/6 0.1 784 1964/01/18 19:00:00 1964/01/18 21:00:00 3 0.01 82.090/6 0.1 785 1964/02/1511:00:00 1964/02/1513:00:00 3 0.01 82.20% 0.1 786 1964/02/29 06:00:00 1964/02/29 08:00:00 3 0.01 82.30% 0.1 787 1964/03/1300:00:00 1964/03/13 02:00:00 3 0.01 82.41% 0.1 788 1965/03/06 23:00:00 1965/03/07 01:00:00 1 3 0.01 82.51% 0.1 789 1965/04/13 00:00:00 1965/04/1303:00:00 1 4 0.01 82.62% 0.1 790 1965/07/30 01:00:00 1965/07/30 01:00:00 1 1 0.01 82.72% 0.1 1/13/2016 1:45 PM 17/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 791 1965/09/16 18:00:00 1965/09/17 12:00:00 19 0.01 82.83% 0.1 792 1966/01/27 09:00:00 1966/01/27 09:00:00 1 0.01 82.93% 0.1 793 1966/02/10 19:00:00 1966/02/10 20:00:00 2 0.01 83.04% 0.1 794 1966/02/25 01:00:00 1966/02/25 01:00:00 1 0.01 83.14% 0.1 795 1966/03/02 11:00:00 1966/03/02 11:00:00 1 0.01 83.250/6 0.1 796 1967/03/29 07:00:00 1967/03/29 09:00:00 3 0.01 83.35% 0.1 797 1967/12/08 00:00:00 1967/12/08 11:00:00 12 0.01 83.460/6 0.1 798 1967/12/16 17:00:00 1967/12/16 17:00:00 1 0.01 83.56% 0.1 799 1968/01/28 00:00:00 1968/01/28 03:00:00 4 0.01 83.66% 0.1 800 1968/12/20 14:00:00 1968/12/20 14:00:00 1 0.01 83.77% 0.1 801 1969/02/28 23:00:00 1969/02/28 23:00:00 1 0.01 83.87% 0.1 802 1969/03/09 03:00:00 1969/03/09 03:00:00 1 0.01 83.98% 0.1 803 1969/03/10 05:00:00 1969/03/10 21:00:00 17 0.01 84.08% 0.1 804 1969/05/05 12:00:00 1969/05/05 12:00:00 1 0.01 84.19% 0.1 805 1969/05/06 14:00:00 1969/05/06 14:00:00 1 0.01 84.29% 0.1 806 1969/11/15 21:00:00 1969/11/15 23:00:00 3 0.01 84.40% 0.1 807 1970/04/16 23:00:00 1970/04/17 01:00:00 3 0.01 84.50% 0.1 808 1970/04/27 11:00:00 1970/04/27 13:00:00 3 0.01 84.61% 0.1 809 1971/04/26 05:00:00 1971/04/26 08:00:00 4 0.01 84.71% 0.1 810 1971/05/07 21:00:00 1971/05/0801:00:00 5 0.01 84.82% 0.1 811 1971/12/13 06:00:00 1971/12/13 09:00:00 4 0.01 84.92% 0.1 812 1972/01/0909:00:00 1972/01/09 11:00:00 3 0.01 85.03% 0.1 813 1972/10/1707:00:00 1972/10/1707:00:00 1 0.01 85.13% 0.1 814 1973/03/04 04:00:00 1973/03/04 06:00:00 3 0.01 85.24% 0.1 815 1973/03/21 22:00:00 1973/03/22 00:00:00 3 0.01 85.34% 0.1 816 1973/12/0119:00:00 1973/12/01 21:00:00 3 0.01 85.450/6 0.1 817 1974/02/1921:00:00 1974/02/1921:00:00 1 0.01 85.55% 0.1 818 1975/01/30 18:00:00 1975/01/30 19:00:00 2 0.01 85.650/6 0.1 819 1975/02/1407:00:00 1975/02/1409:00:00 3 0.01 85.760/6 0.1 820 1975/04/25 09:00:00 1975/04/25 11:00:00 3 0.01 85.860/6 0.1 821 1976/05/07 01:00:00 1976/05/07 03:00:00 3 0.01 85.97% 0.1 822 1976/06/01 09:00:00 1976/06/01 11:00:00 3 0.01 86.070/6 0.1 823 1976/06/10 10:00:00 1976/06/10 12:00:00 3 0.01 86.180/6 0.1 824 1976/06/30 17:00:00 1976/06/30 19:00:00 3 0.01 86.280/6 0.1 825 1976/11/27 11:00:00 1976/11/27 13:00:00 3 0.01 86.390/6 0.1 826 1977/01/26 01:00:00 1977/01/26 03:00:00 3 0.01 86.49% 0.1 827 1977/07/1409:00:00 1977/07/14 11:00:00 3 0.01 86.60% 0.1 828 1977/07/20 10:00:00 1977/07/20 12:00:00 3 0.01 86.70% 0.1 829 1977/07/22 12:00:00 1977/07/22 14:00:00 3 0.01 86.81% 0.1 830 1977/07/27 13:00:00 1977/07/27 15:00:00 3 0.01 86.91% 0.1 831 1977/09/05 07:00:00 1977/09/05 09:00:00 3 0.01 87.02% 0.1 832 1977/09/09 22:00:00 1977/09/10 00:00:00 3 0.01 87.12% 0.1 833 1977/10/05 19:00:00 1977/10/05 21:00:00 3 0.01 87.23% 0.1 834 1978/09/16 12:00:00 1978/09/16 14:00:00 3 0.01 87.33% 0.1 835 1978/12/0119:00:00 1978/12/01 21:00:00 3 0.01 87.43% 0.1 836 1979/01/25 15:00:00 1979/01/25 17:00:00 3 0.01 87.540/6 0.1 837 1979/05/07 11:00:00 1979/05/07 13:00:00 3 0.01 87.640/6 0.1 1/13/2016 1:45 PM 18/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 838 1979/08/19 15:00:00 1979/08/19 17:00:00 3 0.01 87.75% 0.1 839 1979/10/04 23:00:00 1979/10/05 01:00:00 3 0.01 87.85% 0.1 840 1979/11/04 23:00:00 1979/11/05 01:00:00 3 0.01 87.96% 0.1 841 1980/01/07 08:00:00 1980/01/07 10:00:00 3 0.01 88.06% 0.1 842 1980/03/18 17:00:00 1980/03/18 19:00:00 3 0.01 88.170/6 0.1 843 1980/04/01 16:00:00 1980/04/01 18:00:00 3 0.01 88.27% 0.1 844 1980/04/21 03:00:00 1980/04/21 05:00:00 3 0.01 88.381/6 0.1 845 1981/01/11 07:00:00 1981/01/11 09:00:00 3 0.01 88.480/6 0.1 846 1981/11/16 13:00:00 1981/11/16 15:00:00 3 0.01 88.59% 0.1 847 1981/12/21 02:00:00 1981/12/21 04:00:00 3 0.01 88.69% 0.1 848 1982/02/08 13:00:00 1982/02/08 15:00:00 3 0.01 88.80% 0.1 849 1982/04/11 20:00:00 1982/04/11 22:00:00 3 0.01 88.90% 0.1 850 1982/05/06 14:00:00 1982/05/06 16:00:00 3 0.01 89.01% 0.1 851 1982/06/17 13:00:00 1982/06/17 15:00:00 3 0.01 89.11% 0.1 852 1982/09/15 07:00:00 1982/09/15 09:00:00 3 0.01 89.21% 0.1 853 1983/01/05 09:00:00 1983/01/05 11:00:00 3 0.01 89.32% 0.1 854 1983/01/17 06:00:00 1983/01/17 08:00:00 3 0.01 89.42% 0.1 855 1984/01/04 16:00:00 1984/01/04 18:00:00 3 0.01 89.53% 0.1 856 1984/01/15 17:00:00 1984/01/16 10:00:00 18 0.01 89.63% 0.1 857 1984/02/1005:00:00 1984/02/1007:00:00 3 0.01 89.74% 0.1 858 1984/07/15 15:00:00 1984/07/15 17:00:00 3 0.01 89.84% 0.1 859 1984/11/0807:00:00 1984/11/08 09:00:00 3 0.01 89.95% 0.1 860 1984/11/2306:00:00 1984/11/23 08:00:00 3 0.01 90.050/6 0.1 861 1985/02/20 20:00:00 1985/02/2022:00:00 3 0.01 90.161/6 0.1 862 1985/04/21 18:00:00 1985/04/21 20:00:00 3 0.01 90.26% 0.1 863 1985/10/06 07:00:00 1985/10/06 09:00:00 3 0.01 90.370/6 0.1 864 1986/04/01 09:00:00 1986/04/01 11:00:00 3 0.01 90.470/6 0.1 865 1986/11/05 13:00:00 1986/11/05 15:00:00 3 0.01 90.58% 0.1 866 1987/01/28 08:00:00 1987/01/28 10:00:00 3 0.01 90.68% 0.1 867 1987/02/03 13:00:00 1987/02/03 15:00:00 3 0.01 90.79% 0.1 868 1987/02/1520:00:00 1987/02/15 22:00:00 3 0.01 90.89% 0.1 869 1987/02/18 18:00:00 1987/02/1820:00:00 3 0.01 90.99% 0.1 870 1987/08/14 10:00:00 1987/08/14 12:00:00 3 0.01 91.10% 0.1 871 1987/10/23 07:00:00 1987/10/23 09:00:00 3 0.01 9i.20% 0.1 872 1987/10/2801:00:00 1987/10/28 03:00:00 3 0.01 91.31% 0.1 873 1987/11/1402:00:00 1987/11/1404:00:00 3 0.01 91.41% 0.1 874 1988/02/2922:00:00 1988/03/01 00:00:00 3 0.01 91.520/6 0.1 875 1989/01/05 19:00:00 1989/01/05 21:00:00 3 0.01 91.62% 0.1 876 1989/06/04 07:00:00 1989/06/04 09:00:00 3 0.01 91.73% 0.1 877 1989/11/26 1:00:00 1989/11/26 13:00:00 3 0.01 91.83% 0.1 878 1989/12/01 1:00:00 1989/12/0113:00:00 3 0.01 91.94% 0.1 879 1990/01/22 1:00:00 1990/01/22 13:00:00 3 0.01 92.04% 0.1 880 1990/05/13 17:00:00 1990/05/13 19:00:00 3 0.01 92.15% 0.1 881 1990/08/15 08:00:00 1990/08/15 10:00:00 3 0.01 92.25% 0.1 882 1990/12/2008:00:00 1990/12/20 10:00:00 3 0.01 92.36% 0.1 883 1991/01/03 22:00:00 1991/01/04 00:00:00 3 0.01 92.46% 0.1 884 1991/03/11 03:00:00 1991/03/11 05:00:00 3 1 0.01 92.57% 0.1 1/13/2016 1:45 PM 19/21 Excel Engineering pea kF lowStatisticsPostM itigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 885 1991/12/09 11:00:00 1991/12/09 13:00:00 3 0.01 92.67% 0.1 886 1991/12/1804:00:00 1991/12/1806:00:00 3 0.01 92.77% 0.1 887 1992/05/06 00:00:00 1992/05/06 02:00:00 3 0.01 92.88% 0.1 888 1992/05/17 18:00:00 1992/05/17 20:00:00 3 0.01 92.98% 0.1 889 1992/10/30 22:00:00 1992/10/30 22:00:00 1 0.01 93.09% 0.1 890 1992/12/0406:00:00 1992/12/04 12:00:00 7 0.01 93.19% 0.1 891 1992/12/11 22:00:00 1992/12/1200:00:00 3 0.01 93.30% 0.1 892 1993/01/02 08:00:00 1993/01/02 15:00:00 8 0.01 93.40% 0.1 893 1993/11/23 02:00:00 1993/11/23 06:00:00 5 0.01 93.51% 0.1 894 1993/12/1905:00:00 1993/12/1907:00:00 3 0.01 93.61% 0.1 895 1994/04/24 05:00:00 1994/04/24 09:00:00 5 0.01 93.72% 0.1 896 1994/04/2521:00:00 1994/04/27 20:00:00 48 0.01 93.82% 0.1 897 1994/11/1612:00:00 1994/11/16 12:00:00 1 0.01 93.93% 0.1 898 1994/11/18 06:00:00 1994/11/18 08:00:00 3 0.01 94.03% 0.1 899 1995/11/01 23:00:00 1995/11/01 23:00:00 1 0.01 94.14% 0.1 900 1995/12/1601:00:00 1995/12/1603:00:00 3 0.01 94.24% 0.1 901 1996/01/25 14:00:00 1996/01/25 17:00:00 4 0.01 94.35% .1 902 1996/12/3117:00:00 1996/12/3119:00:00 3 0.01 94.45% 0.1 903 1997/01/22 02:00:00 1997/01/22 05:00:00 4 0.01 94.55% 0.1 904 1997/02/1021:00:00 1997/02/11 01:00:00 5 0.01 94.66% 0.1 905 1997/04/03 18:00:00 1997/04/03 21:00:00 4 0.01 94.760/6 0.1 906 1998/01/03 18:00:00 1998/01/04 20:00:00 27 0.01 94.870/6 0.1 907 1998/04/13 20:00:00 1998/04/13 20:00:00 1 0.01 94.970/6 0.1 908 1998/04/15 18:00:00 1998/04/15 20:00:00 3 0.01 95.080/6 0.1 909 1998/05/06 18:00:00 1998/05/06 20:00:00 3 0.01 95.18% 0.1 910 1998/08/31 21:00:00 1998/08/31 21:00:00 1 0.01 95.290/6 0.1 911 1998/09/03 11:00:00 1998/09/03 11:00:00 1 0.01 95.39% 0.1 912 1998/11/11 10:00:00 1998/11/11 23:00:00 14 0.01 95.500/6 0.1 913 1998/12/19 19:00:00 1998/12/1922:00:00 4 0.01 95.60% 0.1 914 1999/01/20 11:00:00 1999/01/20 19:00:00 9 0.01 95.71% 0.1 915 1999/02/07 10:00:00 1999/02/07 12:00:00 3 0.01 95.81% 0.1 916 1999/02/0920:00:00 1999/02/0923:00:00 4 0.01 95.92% 0.1 917 1999/03/11 13:00:00 1999/03/11 17:00:00 5 0.01 96.02% 0.1 918 1999/03/15 11:00:00 1999/03/15 13:00:00 3 0.01 96.13% 0.1 919 1999/04/09 00:00:00 1999/04/09 02:00:00 3 0.01 96.23% 0.1 920 1999/07/18 11:00:00 1999/07/18 11:00:00 1 0.01 96.34% 0.1 921 2000/02/1620:00:00 2000/02/17 21:00:00 26 0.01 96.44% 0.1 922 2000/02/28 20:00:00 2000/02/28 20:00:00 1 0.01 96.54% 0.1 923 2000/09/23 00:00:00 2000/09/23 03:00:00 4 0.01 96.65% 0.1 924 2001/01/08 17:00:00 2001/01/08 20:00:00 4 0.01 96.75% 0.1 925 2001/04/21 09:00:00 2001/04/21 15:00:00 7 0.01 96.86% 0.1 926 2001/11/12 18:00:00 2001/11/13 21:00:00 28 0.01 96.96% 0.1 927 2001/12/1420:00:00 2001/12/1421:00:00 2 0.01 97.070/6 0.1 928 2002/03/2400:00:00 2002/03/2400:00:00 1 0.01 97.17% 0.1 929 2002/04/15 10:00:00 2002/04/15 12:00:00 3 0.01 97.28% 0.1 930 2002/04/24 14:00:00 2002/04/24 16:00:00 3 0.01 97.38% 0.1 931 2002/04/26 14:00:00 2002/04/26 16:00:00 3 0.01 97.49% 0.1 1/13/2016 1:45 PM 20/21 Excel Engineering pea kFlowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 932 2002/05/20 23:00:00 2002/05/20 23:00:00 1 0.01 97.59% 0.1 933 2002/09/29 18:00:00 2002/09/29 18:00:00 1 0.01 97.70% 0.1 934 2002/12/2920:00:00 2002/12/2922:00:00 3 0.01 97.80% 0.1 935 2003/05/03 18:00:00 2003/05/03 20:00:00 3 0.01 97.91% 0.1 936 2003/11/01 12:00:00 2003/11/01 12:00:00 1 0.01 98.01% 0.1 937 2003/11/03 20:00:00 2003/11/04 02:00:00 7 0.01 98.12% 0.1 938 2003/11/1601:00:00 2003/11/16 11:00:00 11 0.01 98.22% 0.1 939 2003/12/0803:00:00 2003/12/0803:00:00 1 0.01 98.32% 0.1 940 2004/01/03 00:00:00 2004/01/03 00:00:00 1 0.01 98.43% 0.1 941 2004/02/18 17:00:00 2004/02/1820:00:00 4 0.01 98.53% 0.1 942 2004/03/26 09:00:00 2004/03/26 14:00:00 6 0.01 98.64% 0.1 943 2004/08/30 21:00:00 2004/08/30 21:00:00 1 0.01 98.740/6 0.1 944 2005/01/28 16:00:00 2005/01/28 16:00:00 1 0.01 98.85% 0.1 945 2005/02/25 08:00:00 2005/02/25 10:00:00 3 0.01 98.95% 0.1 946 2005/03/19 05:00:00 2005/03/20 06:00:00 26 0.01 99.06% 0.1 947 2005/12/0301:00:00 2005/12/0303:00:00 3 0.01 99.16% 0.1 948 2006/03/07 01:00:00 2006/03/07 04:00:00 4 0.01 99.27% 0.1 949 2006/03117 21:00:00 2006/03/18 10:00:00 14 0.01 99.37% 0.1 950 2006/04/14 14:00:00 2006/04/15 12:00:00 23 0.01 99.48% 0.1 951 2006/11/27 11:00:00 2006/11/27 14:00:00 4 0.01 99.58% 0.1 952 2007/09/22 11:00:00 2007/09/22 16:00:00 6 0.01 99.69% 0.1 953 2008/01/22 05:00:00 2008/01/22 08:00:00 4 0.01 99.79% 0.1 954 2008/01/29 02:00:00 2008/01/29 02:00:00 1 0.01 99.90% 0.1 -End of Data----------------- 1/13/2016 1:45 PM 21/21 Excel Engineering Flow Duration Curves 2.0 1.5 1.0 0.5 -0.5 .- Pre Development Post Developement Un-Mitigated - Post Development Mitigated -- 0I0(1.828c15) ...............................................-)- Qlf(O.1360c15) 77- JR Flow Duration PreDevelopement=365(days)x24(hr/day)xO.144(%)12.6(hourslyear) Flow Duration Unmitigated PostDevetopement=365(days)x24(hr/day)xO.262(%)23.O(hourslyear) • . . Flow Duration Mitigated Post evelopement=365(days)x24(hr/day)xO.074(%)=6.5(hourslyear) : I I I I I I I I I I I I I I I I I I I I I 0.00 0.05 0.10 0.15 0.20 (%) Percent Time Exceedance Excel Engineering flowDu ration PassFailMitigated.TXT Compare Post-Developement Curve to Pre-Developement Curve post-developement SWMM file: 0:\14\14100\GPlPGP2\SWMM\Outfall B_i 6.01.12\14100-MlT-B.out post-developement time stamp: 1/12/2016 10:04:53 AM Compared to: pre-developement SWMM file: 0:\14\14100\GPlP\GP2\SWMM\Outfall B_i 6.01.12\14100-PRE-B.out pre-developement time stamp: 6/30/2015 12:34:18 PM Ab A. Ad SP Ad Ad SP o\o 0 0.01 2.19 0.21 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 1 0.02 1.39 0.21 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 2 0.03 0.78 0.20 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 3 0.04 0.53 0.20 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 4 0.05 0.37 0.20 FALSE FALSE TRUE Pass- Opost Below Flow Control Threshold 5 0.06 0.25 0.19 FALSE FALSE TRUE Pass- Qpost Below Flow Control Threshold 6 0.07 0.20 0.18 FALSE TRUE FALSE Pass- Qpost Below Flow Control Threshold 7 0.08 0.17 0.18 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 8 0.09 0.14 0.17 TRUE FALSE FALSE PaSS7 Qpost Below Flow Control Threshold 9 0.10 0.12 0.16 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 10 0.11 0.11 0.16 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 11 0.12 0.09 0.15 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 12 0.13 0.08 0.15 TRUE FALSE FALSE Pass- Qpost Below Flow Control Threshold 13 0.14 0.07 0.14 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 14 0.15 0.06 0.14 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 15 0.16 0.05 0.14 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 16 0.17 0.04 0.14 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 17 0.18 0.04 0.13 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 18 0.19 0.03 0.13 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 19 0.20 0.03 0.13 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 20 0.21 0.03 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 21 0.22 0.02 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 22 0.23 0.02 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 23 0.24 0.02 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 24 0.25 0.02 0.12 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 25 0.26 0.02 0.11 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 26 0.27 0.02 0.11 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 27 0.28 0.02 0.11 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 28 0.29 0.02 0.11 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 29 0.30 0.02 1 0.10 1 TRUE I ALSE FALSE Pass: Post Duration < Pre Duration 30 0.32 0.01 0.10 1 TRUE I FALSE FALSE Pass: Post Duration < Pre Duration 31 0.33 1 0.01 0.09 1 TRUE I FALSE FALSE Pass: Post Duration < Pre Duration 1/13/2016 1:45 PM 1/3 ion PassFailMitigated.TXT o\o e\o ce ê\0 SP .S° fr 32 0.34 0.01 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 33 0.35 0.01 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 34 0.36 0.01 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 35 0.37 0.01 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 36 0.39 0.01 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 37 0.40 0.01 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 38 0.43 0.01 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 39 0.45 0.01 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 40 0.46 0.01 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 41 0.47 0.01 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 42 0.48 0.01 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 43 0.49 0.01 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 44 0.51 0.01 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 45 0.52 0.01 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 46 0.53 0.01 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 47 0.54 0.01 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 48 0.57 0.01 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 49 0.60 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 50 0.62 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 51 0.64 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 52 0.67 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 53 0.69 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 54 0.70 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 55 0.71 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 56 0.78 0.01 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 57 0.79 0.01 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 58 0.80 0.01 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 59 0.85 0.01 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 60 0.89 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 61 0.90 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 62 0.91 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 63 0.93 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 64 0.94 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 65 0.96 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 66 1.00 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 67 1.01 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 68 1.06 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 69 1.09 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 70 1.14 0.00 0.01 TRUE FALSE - FALSE Pass: Post Duration < Pre Duration 71 1.17 0.00 0.01 TRUE FALSE I FALSE I Pass: Post Duration < Pre Duration 1/13/2016 1:45 PM 2/3 Excel Engineering flowDu ration PassFa il Mitigated.TXT çe. çe. q6* o\o1-19 o\O A. o\o qd qO e\O o\o o\O 72 1.20 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 73 1.36 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 74 1.54 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 75 2.04 1 0.00 1 0.00 TRUE FALSE I FALSE Pass- Qpost Above Flow Control Upper Limit 1/13/2016 1:45 PM 3/3 Excel Engineering USGS9217dPre.txt Duration Table Summary at Project Discharge Point file name: Q:\i 4\14100\GPIP\GP2\SWMM\Outfall B_i 6.01.1 2\i 4100-PRE-B.out time stamp: 6/30/2015 12:34:18 PM DISCHARGE Number of periods when discharge was equal to or greater than DISCHARGE column but less 4 I / (F I 0.00 501995 503047 100.0000 0.01 20 1052 0.2090 0.02 27 1032 0.2050 0.03 10 1005 0.2000 0.04 14 995 0.1980 0.05 37 981 0.1950 0.06 30 944 0.1880 0.07 22 914 0.1820 0.08 48 892 0.1770 0.09 25 844 0.1680 0.10 27 819 0.1630 0.11 32 792 0.1570 0.12 18 760 0.1510 0.13 30 742 0.1480 0.14 7 712 0.1420 0.15 15 705 0.1400 0.16 11 690 0.1370 0.17 9 679 0.1350 0.18 18 670 0.1330 0.19 25 652 0.1300 0.20 7 627 0.1250 0.21 13 620 0.1230 0.22 10 607 0.1210 0.23 9 597 0.1190 0.24 11 588 0.1170 0.25 7 577 0.1150 0.26 8 570 0.1130 0.27 16 562 0.1120 0.28 9 546 0.1090 0.29 17 537 0.1070 0.30 30 520 0.1030 0.31 10 490 0.0970 0.32 7 480 0.0950 0.33 18 473 0.0940 0.34 15 455 0.0900 0.35 22 440 0.0870 0.36 15 418 0.0830 0.37 9 403 0.0800 0.38 13 394 0.0780 0.39 17 381 0.0760 0.40 14 364 0.0720 0.41 15 350 0.0700 - 0.42 6 335 0.0670 0.43 12 329 0.0650 0.44 4 317 0.0630 0.45 6 313 0.0620 0.46 5 307 0.0610 0.47 7 302 0.0600 0.48 8 295 0.0590 0.49 8 287 0.0570 0.50 7 279 0.0550 0.51 9 272 0.0540 0.52 14 263 0.0520 0.53 3 249 0.0490 1/3 Excel Engineering USGS9217dPre.txt 0 .1'ob 4.' I 0.54 2 246 0.0490 0.55 8 244 0.0490 0.56 9 236 0.0470 0.57 4 227 0.0450 0.58 11 223 0.0440 0.59 7 212 0.0420 0.60 6 205 0.0410 0.61 5 199 0.0400 0.62 4 194 0.0390 0.63 14 190 0.0380 0.64 6 176 0.0350 0.65 6 170 0.0340 0.66 6 164 0.0330 0.67 6 158 0.0310 0.68 4 152 0.0300 0.69 9 148 0.0290 0.70 6 139 0.0280 0.71 3 133 0.0260 0.72 6 130 0.0260 0.73 4 124 0.0250 0.74 2 120 0.0240 0.75 1 118 0.0230 0.77 2 117 0.0230 0.78 1 115 0.0230 0.79 3 114 0.0230 0.80 2 111 0.0220 0.81 1 109 0.0220 0.82 2 108 0.0210 0.83 4 106 0.0210 0.84 3 102 0.0200 0.85 6 99 0.0200 0.87 1 93 0.0180 0.88 3 92 0.0180 0.89 2 89 0.0180 0.90 4 87 0.0170 0.91 2 83 0.0160 0.92 1 81 0.0160 0.93 4 80 0.0160 0.94 4 76 0.0150 0.95 5 72 0.0140 0.96 4 67 0.0130 0.97 1 63 0.0130 0.98 1 62 0.0120 0.99 2 61 0.0120 1.00 1 59 0.0120 1.03 1 58 0.0120 1.04 1 57 0.0110 1.05 3 56 0.0110 1.07 1 53 0.0110 1.11 3 52 0.0100 1.12 1 49 0.0100 1.13 1 48 0.0100 1.15 3 47 0.0090 1.16 3 44 0.0090 1.17 1 41 0.0080 1.19 2 40 0.0080 1.20 2 38 0.0080 1.23 1 36 0.0070 1.24 1 35 0.0070 1.26 1 34 0.0070 1/13/2016 1:46 PM 2/3 Excel Engineering USGS9217dPre.txt / 0 0 1.31 1 33 0.0070 1.32 32 0.0060 1.36 31 0.0060 1.40 30 0.0060 1.41 29 0.0060 1.47 4 28 0.0060 1.48 2 24 0.0050 1.49 1 22 0.0040 1.50 1 21 0.0040 1.52 2 20 0.0040 1.65 1 18 0.0040 1.66 2 17 0.0030 1.70 2 15 0.0030 1.71 1 13 0.0030 1.74 2 12 0.0020 1.79 10 0.0020 1.80 9 0.0020 1.82 2 8 0.0020 1.85 6 0.0010 1.87 5 0.0010 1.93 4 0.0010 1.96 3 0.0010 2.13 2 0.0000 2.52 1 0.0000 End of Data ----------------- 1/13/2016 1:46 PM 3/3 Excel Engineering USGS9217dPostMitigated.txt Duration Table Summary at Project Discharge Point file name: 0:\1 4\14100\GPIP\GP2\SWMM\Outfall B_i 6.01.12\14100-MIT-B.out time stamp: 1/1212016 10:04:53 AM DISCHARGE Number of periods when discharge was equal to or greater than DISCHARGE column but less p 4S 1 Ala 4" 0.00 492034 503047 100.0000 0.01 4046 11013 2.1890 0.02 3070 6967 1.3850 0.03 1218 3897 0.7750 0.04 841 2679 0.5330 0.05 561 1838 0.3650 0.06 271 1277 0.2540 0.07 168 1006 0.2000 0.08 116 838 0.1670 0.09 110 722 0.1440 0.10 85 612 0.1220 0.11 68 527 0.1050 0.12 56 459 0.0910 0.13 52 403 0.0800 0.14 44 351 0.0700 0.15 40 307 0.0610 0.16 49 267 0.0530 0.17 24 218 0.0430 0.18 25 194 0.0390 0.19 15 169 0.0340 0.20 21 154 0.0310 0.21 13 133 0.0260 0.22 11 120 0.0240 0.23 12 109 0.0220 0.24 6 97 0.0190 0.25 5 91 0.0180 0.26 3 86 0.0170 0.27 3 83 0.0160 0.28 3 80 0.0160 0.29 1 77 0.0150 0.30 4 76 0.0150 0.32 2 72 0.0140 0.33 1 70 0.0140 0.34 1 69 0.0140 0.35 1 68 0.0140 0.36 2 67 0.0130 0.37 1 65 0.0130 0.39 2 64 0.0130 0.40 1 62 0.0120 0.43 4 61 0.0120 0.45 1 57 0.0110 0.46 3 56 0.0110 0.47 2 53 0.0110 0.48 2 51 0.0100 0.49 1 49 0.0100 0.51 2 48 0.0100 0.52 1 46 0.0090 0.53 1 45 0.0090 0.54 2 44 0.0090 0.57 1 42 0.0080 0.60 1 41 0.0080 0.62 3 40 0.0080 0.64 1 37 0.0070 0.67 1 36 0.0070 1/13/2016 1:46 PM 1/2 Excel Engineering USGS9217d PostMitigated.txt Me / Ok / C, I I / 0.69 2 35 0.0070 0.70 2 33 0.0070 0.71 2 31 0.0060 0.78 3 29 0.0060 0.79 2 26 0.0050 0.80 1 24 0.0050 0.85 2 23 0.0050 0.89 3 21 0.0040 0.90 1 18 0.0040 0.91 2 17 0.0030 0.93 1 15 0.0030 0.94 1 14 0.0030 0.96 1 13 0.0030 1.00 2 12 0.0020 1.01 1 10 0.0020 1.06 1 9 0.0020 1.09 2 8 0.0020 1.14 1 6 0.0010 1.17 1 5 0.0010 1.20 1 4 0.0010 1.36 1 3 0.0010 1.54 1 2 0.0000 2.04 1 1 0.0000 End of Data ----------------- 1/13/2016 1:46 PM 2/2 OUTFALL A - POST-DEVELOPED MITIGATED ANALYSIS [OPTIONS] FLOW UNITS CFS INFILTRATION GREEN AMPT FLOW ROUTING KINWAVE START DATE 01/03/1951 START TIME 16:00:00 REPORT _START _DATE 01/03/1951 REPORT_START_TIME 16:00:00 END DATE 05/23/2008 END TIME 23:00:00 SWEEP START 01/01 SWEEP END 12/31 DRY DAYS 0 REPORT _STEP 01:00:00 WET STEP 01:00:00 DRY STEP 01:00:00 ROUTING STEP 0:01:00 ALLOW PENDING NO INERTIAL—DAMPING PARTIAL VARIABLE_STEP 0.75 LENGTHENING STEP 0 MINSURFAREA 12.557 NORMAL FLOW LIMITED BOTH SKIP_STEADY_STATE NO FORCE MAIN EQUATION H-W LINK OFFSETS DEPTH MIN SLOPE 0 [EVAPORATION] ;;Type Parameters MONTHLY .94 .115 .168 .202 .225 .232 .254 .25 DRY—ONLY NO 207 .167 .119 .09 [RAINGAGES] Rain Time Snow Data ;;Name Type Intrv1 Catch Source Oceanside INTENSITY 1:00 1.0 FILE "R:\Rain gage dat\ALERT station at Oceanside (Sensor ID 67) .dat" Oceanside IN [SUBCATCHMENTS] Total Pcrit. Pcnt. Curb Snow ;;Name Raingage Outlet Area Impery Width Slope Length Pack Basin-A3-1 Oceanside Basin-A3-3 .287 0 235 50 0 Basin-A3-2 Oceanside IMP-3 0.171 0 454 50 0 Basin-A3-3 Oceanside IMP-3 3.475 42.4 357.4 1.5 0 Basin-A5-1 Oceanside Basin-A5-2 .209 0 329 50 0 Page 1 of 8 Basin-A5-2 Oceanside IMP-5 0.956 78.1 980 5 0 Basin-A3-4 Oceanside IMP-3 0.357 0 233 45 0 Basin-A6-1 Oceanside Bioswale-6 11.026 71.2 10214 1.5 0 Basin-A6-2 Oceanside Bioswale-6 1.968 7.6 1224 40 0 Basin-A6-3 Oceanside Bioswale-6 .435 0 1176 40 0 Basin-A2-2 Oceanside IMP-2 2.007 92.6 2093 2 0 Basin-A2-3 Oceanside IMP-2 0.539 0 1357 45 0 Basin-A8-1 Oceanside IMP-8 0.529 65.3 90 1.5 0 Basin-A2-1 Oceanside Basin-A2-2 0.392 0 340 50 0 IMP-2 Oceanside Divider-IMP-2 0.084 0 72 0 0 IMP-5 Oceanside Divider-IMP-5 .032 0 70.2 0 0 IMP-8 oceanside Divider-IMP-8 0.009 0 25 0 0 Bioswale-6 Oceanside 7 .301 0 17 .75 0 IMP-3 Oceanside Divider-IMP-3 0.066 0 28 0 0 [SUBAREAS] ;;Subcatchment N-Impery N-Pery S-Impery S-Pery PctZero RouteTo PctRouted Basin-A3-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A3-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A3-3 0.012 0.15 0.05 0.10 25 OUTLET Basin-A5-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A5-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A3-4 0.012 0.15 0.05 0.10 25 OUTLET Basin-A6-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A6-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A6-3 0.012 0.15 0.05 0.10 25 OUTLET Basin-A2-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A2-3 0.012 0.15 0.05 0.10 25 OUTLET Basin-A8-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A2-1 0.012 0.15 0.05 0.10 25 OUTLET IMP-2 0.012 0.15 0.05 0.10 25 OUTLET IMP-5 0.012 0.15 0.05 0.10 25 OUTLET IMP-8 0.012 0.15 0.05 0.10 25 OUTLET Bioswale-6 0.012 0.15 0.05 0.10 25 OUTLET IMP-3 0.012 0.05 0.05 0.1 25 OUTLET [INFILTRATION] ;;Subcatchment Suction HydCon IMDmax Basin-A3-1 3 0.2 0.31 Basin-A3-2 3 0.2 0.31 Basin-A3-3 3 0.2 0.31 Basin-A5-1 3 0.2 0.31 Basin-A5-2 3 0.2 0.31 Basin-A3-4 3 0.2 0.31 Basin-A6-1 3 0.2 0.31 Basin-A6-2 3 0.2 0.31 Basin-A6-3 3 0.2 0.31 Basin-A2-2 3 0.2 0.31 Page 2 of 8 Basin-A2-3 3 0.2 0.31 Basin-A8-1 3 0.2 0.31 Basin-A2-1 3 0.2 0.31 IMP-2 3 0.2 0.31 IMP-5 3 0.2 0.31 IMP-8 3 0.2 0.31 Bioswale-6 3 0.2 0.31 IMP-3 3 0.2 0.31 [LID-CONTROLS] Type/Layer Parameters Bioswale-6 BC Bioswale-6 SURFACE 4 0.0 0.1 1.0 5 Bioswale-6 SOIL 18 .4 0.2 0.1 5 5 1.5 Bioswale-6 STORAGE 18 0.67 0 0 Bioswale-6 DRAIN .1016 0.5 0 6 IMP-2 BC IMP-2 SURFACE 4 0.0 0.1 0 5 IMP-2 SOIL 18 .4 0.2 0.1 5 5 1.5 IMP-2 STORAGE 18 0.67 0 0 IMP-2 DRAIN 0.3628 0.5 0 6 IMP-3 BC IMP-3 SURFACE 4 0.0 0.1 0 5 IMP-3 SOIL 18 .4 0.2 0.1 5 5 1.5 IMP-3 STORAGE 18 0.67 0 0 IMP-3 DRAIN 0.25878 0.5 0 6 IMP-5 BC IMP-5 SURFACE 4 0.0 0.1 0 5 IMP-5 SOIL 18 .4 0.2 0.1 5 5 1.5 IMP-5 STORAGE 18 0.67 0 0 IMP-5 DRAIN 0.51137 0.5 0 6 IMP-8 BC IMP-8 SURFACE 4 0.0 0.1 0 5 IMP-8 SOIL 18 .4 0.2 0.1 5 5 1.5 IMP-8 STORAGE 18 0.67 0 0 IMP-8 DRAIN 0.86709 0.5 0 6 [LID USAGE] ;;Subcatchment LID Process Number Area Width InitSatur Fromlmpry ToPery Report File IMP-2 IMP-2 1 3659.04 0 0 0 0 IMP-5 IMP-5 1 1393.92 0 0 0 0 IMP-8 IMP-8 1 392.04 0 0 0 0 Bioswale-6 Bioswale-6 1 13111.56 0 0 0 0 IMP-3 IMP-3 1 2874.96 0 0 0 0 Page 3 of 8 Invert Max. Init. Storage Curve Ponded Evap. ;;Name Elev. Depth Depth Curve Params Area Frac. Storage-IMP-2 0 4 0 TABULAR Store-Curve-IMP-2 0 1 Storage-Bioswale-6 0 4 0 TABULAR Store-Curve-Bioswale-6 0 Storage-IMP-3 0 2 0 TABULAR Store-Curve-IMP-3 0 1 Storage-IMP-5 0 2 0 TABULAR Store-Curve-IMP-5 0 1 Storage-IMP-8 0 3 0 TABULAR Store-Curve-IMP-8 0 1 Infiltration Parameters 1 [JUNCTIONS] Invert Max. Init. Surcharge Ponded ;;Name Elev. Depth Depth Depth Area 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 4 0 0 0 0 0 5 0 0 0 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 (OUTFALLS] Invert Outfall Stage/Table Tide ;;Name Elev. Type Time Series Gate Outfall-A 0 FREE NO [DIVIDERS] Invert Diverted Divider ;;Name Elev. Link Type Parameters Divider-IMP-2 0 Bypass-IMP-2 CUTOFF .1271 5 0 Divider-Bioswale-6 0 Bypass-Bioswale-6 CUTOFF .1271 0 Divider-IMP-3 0 Bypass-IMP-3 CUTOFF 0.1271 2 0 Divider-IMP-5 0 Bypass-IMP-5 CUTOFF .1271 0 0 Divider-IMP-8 0 Bypass-IMP-8 CUTOFF .1271 0 0 [STORAGE] 0 0 0 0 0 0 0 0 0 0 0 [CONDUITS] Inlet Outlet Manning Inlet Outlet Init. ;;Name Node Node Length N Offset Offset Flow Bypass-IMP-2 Divider-IMP-2 Storage-IMP-2 400 0.01 0 0 0 3 2 7 400 0.01 0 0 0 Underdrain-IMP-2 Divider-IMP-2 1 400 0.01 0 0 0 Underdrain-Bioswale-6 Divider-Bioswale-6 Outfall-A 400 0.01 0 0 0 Bypass-Bioswale-6 Divider-Bioswale-6 Storage-Bioswale-6 400 0.01 0 0 0 Bypass-IMP-3 Divider-IMP-3 Storage-IMP-3 400 0.01 0 0 0 Max. Flow 0 0 0 0 0 0 Page 4 of 8 Underdrain-IMP-3 Divider-IMP-3 1 400 0.01 0 0 0 0 6 3 4 400 0.01 0 0 0 0 7 4 5 400 0.01 0 0 0 0 8 5 1 400 0.01 0 0 0 0 Bypass-IMP-5 Divider-IMP-5 Storage-IMP-5 400 0.01 0 0 0 0 Underdrain-IMP-5 Divider-IMP-5 3 400 0.01 0 0 0 0 12 7 Divider-Bioswale-6 400 0.01 0 0 0 0 13 8 2 400 0.01 0 0 0 0 14 1 8 .05 0.01 0 0 0 0 15 9 5 400 0.01 0 0 0 0 Underdrain-IMP-8 Divider-IMP-8 9 400 0.01 0 0 0 0 Bypass-IMP-8 Divider-IMP-8 Storage-IMP-8 400 0.01 0 0 0 0 [OUTLETS] Inlet Outlet Outflow Outlet Qcoeff/ Flap ;;Name Node Node Height Type QTable Qexpon Gate Outlet-IMP-2 Storage-IMP--2 1 0 TABULAR/DEPTH IMP-2 NO Outlet-Bioswale-6 Storage-Bioswale-6 Outfall-A 0 TABULAR/DEPTH Bioswale-6 NO Outlet-IMP-3 Storage-IMP-3 1 0 TABULAR/DEPTH IMP-3 NO Outlet-IMP-5 Storage-IMP-5 3 0 TABULAR/HEAD IMP-5 NO Outlet-IMP-8 Storage-IMP-8 9 0 TABULAR/DEPTH IMP-8 NO (XSECTIONS) ;;Link Shape Geomi Geom2 Geom3 Geom4 Barrels Bypass-IMP-2 DUMMY 0 0 0 0 1 3 DUMMY 0 0 0 0 1 Underdrain-IMP-2 DUMMY 0 0 0 0 1 Underdrain-Bioswale-6 DUMMY 0 0 0 0 1 Bypass-Bioswale-6 DUMMY 0 0 0 0 1 Bypass-IMP-3 DUMMY 0 0 0 0 1 Underdrain-IMP-3 DUMMY 0 0 0 0 1 6 DUMMY 0 0 0 0 1 7 DUMMY 0 0 0 0 1 8 DUMMY 0 0 0 0 1 Bypass-IMP-5 DUMMY 0 0 0 0 1 Underdrain-IMP-5 DUMMY 0 0 0 0 1 12 DUMMY 0 0 0 0 1 13 DUMMY 0 0 0 0 1 14 DUMMY 0 0 0 0 1 15 DUMMY 0 0 0 0 1 Underdrain-IMP-8 DUMMY 0 0 0 0 1 Bypass-IMP-8 DUMMY 0 0 0 0 1 (LOSSES) ;;Link Inlet Outlet Average Flap Gate (CURVES) Page 5 of 8 ;;Name Type X-Value Y-Value IMP-2 Rating 0 0 IMP-2 2 8.24 Bioswale-6 Rating 0 0 Bioswale-6 .75 .69 Bioswale-6 1.75 1.77 Bioswale-6 2.75 3.14 Bioswale-6 3.75 45.92 Bioswale-6 4.75 123.19 IMP-3 Rating 0 0 IMP-3 2 17.07 IMP-5 Rating 0 0 IMP-5 1 7.96 IMP-8 Rating 0 0 IMP-8 2 7.96 Store-Curve-IMP-2 Storage 0 3671.5 Store-Curve-IMP-2 0.5 4047 Store-Curve-IMP-2 1.5 4835 Store-Curve-IMP-2 2.5 5613 Store-Curve-Sioswale-6 Storage 0 10342 Store-Curve-Bioswale-6 4 18042 Store-Curve-IMP-3 Storage 0 2895.5 Store-Curve-IMP-3 0.5 3178 Store-Curve-IMP-3 1.5 3788 Store-Curve-IMP-3 2.5 4441 Store-Curve-IMP-5 Storage 0 1593 Store-Curve-IMP-5 1 2285 Store-Curve-IMP-5 1.8 2903 Store-Curve-IMP-8 Storage 0 500 Store-Curve-IMP-8 2 750 [REPORT] INPUT NO CONTROLS NO SUBCATCHMENTS ALL NODES ALL LINKS ALL Page 6 of 8 Subcatchment Runoff Subcatchment Total Precip Runon Evap Inf ii Runoff Runoff Runoff Runoff Coeff in in in in in 10"6 gal CFS Basin-A2-1 670.07 0 4.76 650.74 27.81 0.3 0.28 0.042 Basin-A2-2 670.07 5.4 135.97 48.33 546.52 29.78 2.03 0.809 Basin-A2-3 670.07 0 4.68 649.83 28.38 0.42 0.39 0.042 Basin-A3-1 670.07 0 4.77 650.78 27.75 0.22 0.21 0.041 Basin-A3-2 670.07 0 4.67 649.75 28.42 0.13 0.12 0.042 Basin-A3-3 670.07 2.28 70.26 379.03 252.77 23.85 2.93 0.376 Basin-A3-4 670.07 0 4.79 651.09 27.52 0.27 0.26 0.041 Basin-A5-1 670.07 0 4.7 650.13 28.19 0.16 0.15 0.042 Basin-A5-2 670.07 6.12 113.12 143.19 467.68 12.14 0.95 0.692 Basin-A6-1 670.07 0 105.56 187.56 422.73 126.56 9.62 0.631 Basin-A6-2 670.07 0 14.62 601.65 70.22 3.75 1.46 0.105 Basin-A6-3 670.07 0 4.67 649.82 28.38 0.34 0.32 0.042 Basin-A8-1 670.07 0 104.53 227.13 381.24 5.48 0.45 0.569 Bioswale-6 670.07 15974 1366.7 0 15283 124.91 11.39 0.918 IMP-2 670.07 13231 1316.7 0 12590 28.72 2.42 0.906 IMP-3 670.07 13526 1308 0 12894 23.11 3.31 0.908 IMP-5 670.07 13962 1322 0 13316 11.57 0.95 0.91 IMP-8 670.07 22401 1362.2 0 21721 5.31 0.45 0.941 Page 7 of 8 LID Performance Subcatchment Bioswale-6 IMP-2 IMP-3 IMP-5 IMP-8 Total Evap Infil Surface Drain Inflow Loss Loss Outflow Outflow LID Control in in in in in Bioswale-6 16643.61 1366.77 0 4105.42 11178.06 IMP-2 13901.19 1316.73 0 1274.64 11316.12 IMP-3 14196.47 1308.05 0 2010.49 10884.26 IMP-5 14631.81 1322.02 0 1256.46 12059.94 IMP-8 23071.57 1362.21 0 4428.62 17293.61 Initial Final Storage Storage Error in in % 1.8 2.96 -0.05 1.8 2.78 -0.05 1.8 2.7 -0.05 1.8 2.84 -0.05 1.8 3.33 -0.06 Storage Volume Storage Unit Storage-IMP-2 Storage-Bioswale-6 Storage-IMP-3 Storage-IMP-5 Storage-IMP-8 Average Average Evap Exfil Maximum Maximum Day of Hour of Maximum Volume Percent Percent Percent Volume Percent Maximum Maximum Outflow 1000 ft3 Full Loss Loss 1000 ft3 Full Volume Volume CFS 0 0 1 0 2.017 10 16072 6:05 2.15 0.088 0 2 0 41.181 73 16072 6:03 17.77 0 0 0 0 1.095 16 16072 6:02 3.11 0 0 1 0 0.166 4 16072 6:02 0.81 0 0 0 0 0.041 2 16072 6:01 0.32 Page 8 of 8 Pre-Development Input ;Project Title/Notes [OPTIONS] ;;Option Value FLOW-UNITS CFS INFILTRATION GREEN_AMPT FLOW_ROUTING KINWAVE LINK-OFFSETS DEPTH MIN-SLOPE 0 ALLOW_PONDING NO SKIP-STEADY-STATE NO START-DATE 01/03/1951 START-TIME 16:00:00 REPORT-START-DATE 01/03/1951 REPORT_START_TIME 16:00:00 END-DATE 05/23/2008 END-TIME 23:00:00 SWEEP-START 01/01 SWEEP-END 12/31 DRY-DAYS 0 REPORT-STEP 01:00:00 WET_STEP 01:00:00 DRY-STEP 01:00:00 ROUTING-STEP 0:01:00 INERTIAL-DAMPING PARTIAL NORMAL-FLOW-LIMITED BOTH FORCE-MAIN-EQUATION H-W VARIABLE-STEP 0.75 LENGTHENING-STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 [EVAPORATION] ;;Evap Data Parameters MONTHLY .94 .115 .168 .202 .225 .232 .254 .25 .207 .167 .119 .09 DRY-ONLY NO [RAINGAGES] ;;Gage Format Interval SCF Source Oceanside INTENSITY 1:00 1.0 FILE "R:\Rain gage dat\ALERT station at Oceanside (Sensor ID 67) .dat" oceanside IN Page 1 of 5 [SUBCATCHMENTS] ;;Subcatchment Rain Gage Outlet Area %Impery Width %Slope CurbLen Snow Pack Basin-B4-2 Oceanside IMP-4 .147 77.7 547 2 0 Basin-B4-3 Oceanside IMP-4 .312 0 519 45 0 IMP-4 Oceanside Divider-IMP-4 .010 0 10 0.5 0 IMP-1 Oceanside Divider-IMP-1 .089 0 20 0.5 0 Basin-B1-1 Oceanside IMP-1 1.723 53 1131 2 0 [SUBAREAS] ;;Subcatchment N-Impery N-Pery S-Impery S-Pery PctZero RouteTo PctRouted Basin-B4-2 .011 .025 .05 .1 25 OUTLET Basin-B4-3 .011 .025 .05 .1 25 OUTLET IMP-4 .011 .025 .05 .1 25 OUTLET IMP-1 .011 .025 .05 .1 25 OUTLET Basin-Bi-1 .011 .025 .05 .1 25 OUTLET [INFILTRATION] ;;Subcatchment Suction HydCon IMDmax Basin-B4-2 3.5 .052 .346 Basin-B4-3 3.5 .052 .346 IMP-4 3.5 .052 .346 IMP-1 3.5 .052 .346 Basin-B1-1 3.5 .052 .346 [LID-CONTROLS] Type/Layer Parameters IMP-4 BC IMP-4 SURFACE 0.0 0.0 0.1 1.0 5 IMP-4 SOIL 18 .4 .104 .047 5 7 2.41 IMP-4 STORAGE 18 .65 2.22 0 IMP-4 DRAIN .2954 0.5 0 6 IMP-1 BC IMP-1 SURFACE 0.0 0.0 0.1 1.0 5 IMP-1 SOIL 18 .4 .104 .047 5 7 2.41 IMP-1 STORAGE 18 .65 0 0 IMP-1 DRAIN .1529 0.5 0 6 [LID_USAGE] ;;Subcatchment LID Process Number Area Width InitSatur Fromlmpry ToPery IMP-i IMP-1 1 3876.84 0 0 0 0 Page 2 of 5 [JUNCTIONS] ;;Junction Invert Dmax Dinit Dsurch Aponded 2 0 0 0 0 0 3 0 0 0 0 0 5 0 0 0 0 0 6 0 0 0 0 0 [OUTFALLS] ;;Outfall Invert Type Stage Data Gated Outfall-B 0 FREE NO [DIVIDERS] ;;Divider Invert Diverted Link Type Parameters Divider-IMP-4 0 Underdrain-IMP-4 CUTOFF .0081 0 0 0 0 Divider-IMP-1 0 Underdrain-IMP-1 CUTOFF .0322 0 0 0 0 [STORAGE] ;;Storage Node Invert Dmax Dinit Curve Name/Params Aponded Fevap SeepRate Storage-IMP-4 0 2 0 TABULAR Store-Curve-IMP-4 0 1 0 Storage-IMP-1 0 2 0 TABULAR Store-Curve-IMP-1 0 1 0 [CONDUITS] ;;Conduit From Node To Node Length Roughness InOffset OutOff set InitFlow MaxFlow Underdrain-IMP-4 Divider-IMP-4 2 400 0.01 0 0 0 0 Bypass-IMP-4 Divider-IMP-4 Storage-IMP-4 400 0.01 0 0 0 0 1 2 3 400 0.01 0 0 0 0 2 6 Outfall-B 400 0.01 0 0 0 0 Bypass-IMP-1 Divider-IMP-1 Storage-IMP-1 400 0.01 0 0 0 0 Underdrain-IMP-1 Divider-IMP-1 5 400 0.01 0 0 0 0 4 5 3 400 0.01 0 0 0 0 5 3 6 .08 0.01 0 0 0 0 [OUTLETS] ;;Outlet From Node To Node CrestHt Type QTable/Qcoeff Qexpon Gated Outlet-IMP-4 Storage-IMP-4 2 0 TABULAR/HEAD IMP-4 NO Outlet-IMP-1 Storage-IMP-1 5 0 TABULAR/DEPTH IMP-1 NO Page 3 of 5 [XSECTIONS] ;;Link Shape Geomi Geom2 Geom3 Geom4 Barrels Underdrain-IMP--4 DUMMY 0 0 0 0 1 Bypass-IMP-4 DUMMY 0 0 0 0 1 1 DUMMY 0 0 0 0 1 2 DUMMY 0 0 0 0 1 Bypass-IMP-1 DUMMY 0 0 0 0 1 Underdrain-IMP-1 DUMMY 0 0 0 0 1 4 DUMMY 0 0 0 0 1 5 DUMMY 0 0 0 0 1 [LOSSES] ;;Link Kin Kout Kavg Flap Gate SeepRate [CURVES] ;;Curve Type X-Value Y-Value IMP-4 Rating 0 0 IMP-4 2 7.19 IMP-1 Rating 0 0 IMP-1 2 7.19 Store-Curve-IMP-4 Storage 0 301 Store-Curve-IMP-4 2 451 Store-Curve-IMP-1 Storage 0 2178 Store-Curve-IMP-1 2 3894 [REPORT] ;Reporting Options INPUT NO CONTROLS NO SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS -1166.098 0.000 11166.098 10000.000 Units None [BACKDROP] FILE °Q: \14\14100\Prelimgp\Prelimgp2\swrnm\14100-POST-Backgound.wmf" DIMENSIONS -1166.098 1651.913 11166.098 8348.087 Page 4 of 5 Subcatchment Runoff Total Total Total Total Total Total Peak Percip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 1O"6 gal CFS Coeff Basin-A-1 670.07 0 1.77 650.68 29.11 0.5 0.48 0.043 Basin-A-2 670.07 0 11.06 600.84 71.04 14.32 5.77 0.106 Basin-A-4 670.07 0 9.59 602.17 73.03 3.9 1.53 0.109 Basin-A-3 670.07 0 71.05 246.56 389.56 116.91 9.81 0.581 Basin-A-5 670.07 0 1.75 650.28 29.34 0.35 0.33 0.044 Page 5 of 5 Subcatchment Runoff TOTAL Subcatchment Precip (in) Ru non (in) Evap (in) Infil (in) Runoff (in) Runoff Runoff (10"6 gal) Peak Runoff (CFS) Coeff Basin-134-2 670.07 0 80.58 122.13 508.52 4.34 0.29 0.759 Basin-134-3 670.07 0 32.95 547.67 134.08 1.14 0.27 0.2 IMP-4 670.071 20121.351 1002.78 8035.03 11751.81 3.19 0.54 0.565 IMP-1 670.071 8134.391 949.37 5312.74 2541.14 6.14 1.5 0.289 Basin-131-1 670.071 01 68.38 257.71 387.04 19.67 1.7 0.578 LID Performance Total Surface Drain. LID Evap Loss Infil Loss Initial Storage Subcatchment Inflow Outflow Outflow Final Storage Error% Control (in) (in) (in) (in) (in) (in) IMP-4 IMP-4 20791.42 1002.81 8035.32 6454.53 5297.71 0.85 1.84 0 IMP-1 IMP-1 1 8804.461 949.41 5312.941 734.131 1807.11 0.851 1.71 0 Storage Volume Average Average Evap Exfil Maximum Maximum Day of Hour of Maximum Storage Unit Volume Percent Percent Percent Volume Percent Maximum Maximum Outflow (1000 ft3) Full Loss Loss (1000 ft3) Full Volume Volume (CFS) Storage-IMP-4 0 0 2 0 0.001 0 11958 9:05 0.01 Storage-IMP-1 i 01 01 41 01 0.0191 01 7660 8:53 0.03 - - m m - _ - - - - - - - - Attachment D USDA NRCS CUSTOM SOIL RESOURCE REPORT USDA United States Department of Agriculture NRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for San Diego County Area, California I I U _ - - - -.- -__:=__-_-- ,- ''•1 [j I I I I I U ; I I I I April 10, 2015 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land uèers identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http:llwww.nrcs.usda.gov/wps/portal/ nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:II offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http:/Iwww.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 SoilMap..................................................................................................................7 SoilMap................................................................................................................8 Legend..................................................................................................................9 MapUnit Legend ................................................................................................ 10 MapUnit Descriptions........................................................................................10 San Diego County Area, California.................................................................12 CbB—Carlsbad gravelly loamy sand, 2 to 5 percent slopes.......................12 LeE—Las Flores loamy fine sand, 15 to 30 percent slopes........................13 MIC—Marina loamy coarse sand, 2 to 9 percent slopes.............................14 References............................................................................................................16 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into Iandforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such Iandforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Soil Ma The soil mao section includes the soil mao for the defined area of interest, a list of soil 8 470650 470730 33 88N jv Custom Soil Resource Report Soil Map 470970 8 471050 471130 N4 1 0 33 8'9"N *' A—tr ILK \\' N' - GFF : 14 w Akfk _11 -L I 33746N i 33746N 470650 470730 470810 470690 470970 471050 471130 8 8 Map Scale: 1:3,260ip.irdonApo.tmit(85x 11")eet N 0 45 90 180 270 A Feet F\\0 150 300 600 900 Map piDjedion: Web Mercator Corner coordinates: WGS84 Edge: 1ffM Zone uN WGS84 8 Area of Interest (AOl) Area of Interest (AOl) Soils Soil Map Unit Polygons -- Soil Map Unit Lines • Soil Map Unit Points Special Point Features Uo Blowout Borrow Pit Clay Spot (' Closed Depression Gravel Pit ,'. Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water - Rock Outcrop + Saline Spot Sandy Spot Severely Eroded Spot (, Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot ' Wet Spot Other Special Line Features Water Features - - Streams and Canals Transportation 4-4-4 Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography Custom Soil Resource Report MAP LEGEND MAP INFORMATION The soil surveys that comprise your AOl were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http:/Iwebsoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: San Diego County Area, California Survey Area Data: Version 8, Sep 17, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Data not available The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 9 - - - - - - - - - - - - - - - - Custom Soil Resource Repoit Map Unit Legend San Diego County Area, California (CA638) Map Unit Symbol Map Unit Name Aàres in AOl Percent of AOl CbB Carlsbad gravelly loamy sand, 2 to 5 percent slopes 8.4 30.5% LeE Las Flores loamy fine sand, 15 to 30 percent slopes 0.4 1.5% MIC Marina loamy coarse sand, 2 to 9 percent slopes 18.8 68.0% Totals for Area of Interest 27.6 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments Custom Soil Resource Report on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report San Diego County Area, California CbB—Carlsbad gravelly loamy sand, 2 to 5 percent slopes Map Unit Setting National map unit symbol: hb98 Elevation: 30 to 300 feet Mean annual precipitation: 10 to 16 inches Frost-free period: 330 to 350 days Farmland classification: Farmland of statewide importance Map Unit Composition Carlsbad and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Carlsbad Setting Landform: Hillslopes Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope shape: Convex Parent material: Ferruginous sandstone Typical profile HI - 0 to 21 inches: gravelly loamy sand H2 - 21 to 36 inches: loamy sand H3 -36 to 50 inches: indurated Properties and qualities Slope: 2 to 5 percent Depth to restrictive feature: 24 to 40 inches to dunpan Natural drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Ecological site: Sandy (1975) (ROI9XD035CA) Minor Components Chesterton Percent of map unit: 5 percent Marina Percent of map unit: 5 percent 12 Custom Soil Resource Report Unnamed, ponded Percent of map unit: 4 percent Landform: Depressions Unnamed Percent of map unit: 1 percent Landform: Swales LeE—Las Flores loamy fine sand, 15 to 30 percent slopes Map Unit Setting National map unit symbol: hbdd Elevation: 700 feet Mean annual precipitation: 12 inches Mean annual air temperature: 61 degrees F Frost-free period: 300 to 340 days Farmland classification: Not prime farmland Map Unit Composition Las fibres and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Las Flores Setting Landform: Hillslopes Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope shape: Convex Parent material: Residuum weathered from siliceous calcareous sandstone Typical profile HI - 0 to 16 inches: loamy fine sand H2 - 16 to 28 inches: sandy clay, clay H2 - 16 to 28 inches: sandy clay, clay H3 - 28 to 38 inches: loamy coarse sand H3 - 28 to 38 inches: weathered bedrock H4 -38 to 48 inches: H5 -48 to 52 inches: Properties and qualities Slope: 15 to 30 percent Depth to restrictive feature: 40 to 60 inches to paralithic bedrock Natural drainage class: Moderately well drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: More than 80 inches 13 Custom Soil Resource Report Frequency of flooding: None Frequency of ponding: None Sodium adsorption ratio, maximum in profile: 30.0 Available water storage in profile: Low (about 4.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: D Ecological site: Claypan (1975) (ROI9XD06I CA) Minor Components Huerhuero Percent of map unit: 5 percent Linne Percent of map unit: 5 percent Diablo Percent of map unit: 5 percent MIC—Marina loamy coarse sand, 2 to 9 percent slopes Map Unit Setting National map unit symbol: hbdz Mean annual air temperature: 57 to 61 degrees F Farmland classification: Prime farmland if irrigated Map Unit Composition Marina and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Marina Setting Landform: Ridges Down-slope shape: Linear Across-slope shape: Linear Parent material: Eolian sands derived from mixed sources Typical profile HI - 0 to 10 inches: loamy coarse sand H2- 10 to 57 inches: loamy sand, loamy coarse sand H2- 10 to 57 inches: sand, coarse sand H3 - 57 to 60 inches: H3 - 57 to 60 inches: Properties and qualities Slope: 2 to 9 percent Depth to restrictive feature: More than 80 inches 14 Custom Soil Resource Report Natural drainage class: Somewhat excessively drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 8.7 inches) Interpretive groups Land capability classification (irrigated): 3s Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Minor Components Carlsbad Percent of map unit: 5 percent Chesterton Percent of map unit: 5 percent Corralitos Percent of map unit: 5 percent 15 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWSIOBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0,2006. Field indicators of hydnc soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http:IIwww.nrcs.usda.gov/wps/portal/nrcs/ detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:llwww.nrcs.usda.govlwps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nrcs.usda.gov/wps/ portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=ste1prdb1043084 16 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:II www.nrcs.usda.gov/lnternet/FSE_DOCUMENTS/nrcs142p2_052290.pdf 17 Attachment E PERCOLATION TESTING RESULTS Geotechnical Engineering Construction InsDection Materials Testing Environmental Central Dispatch December 9, 2011 (888) 844-506() Branch Office Grand Pacific Resorts, Inc. Project No. 1916-B08 San Diego / Imperial 5900 Pasteur Court, Suite 200 Log No. 11-1452 Counties Carlsbad, California 92008 6295 Ferris Square Suite ¶ Attention: Mr. Houston Arnold San Diego, Ca 92121 Tel: 858 537.3999 Subject: Percolation Test Fax: 858 537.3999 MarBrisa Phase II Office Locations Carlsbad, California Orange! IA Dear Mr. Arnold: Count) Indio In accordance with your request and authorization, we have completed a percolation test at the Carlsbad Ranch, Planning Area 5, Marbrisa Resort Phase 2. * Los Angeles I Ventura Counts The percolation test was performed at one location shown in the attached Figure-1. The test hole Riverside / San consist of 6-inch diameter and 48" deep with a 4" diameter perforated standpipe. Soil Bernardino encountered in the test hole was visually classified. It consisted of approximately 18 inches of fill underlain by terrace deposit. The encountered soil generally consisted of silty clayey sand. Certtf, luggeticie'. State at California Gravel was placed at the bottom and around the standpipe then the hole was filled completely Osill'!) with water for the pre-soaking phase overnight. The following day, the test hole was again .merkuii tsscje. State Iligliwa) s filled with water to let the soil rehydrate. Test hole was refilled with water after at least 20 Cal l rail'. minutes. Then the water drop at every 15 minutes was measured and at the same time the hole CCIII. Ceiiieuit & Concrete was refilled with water such that a minimum of 6 inches of water remains in the test hole. The Ri'tvreuice I.abaraior) test measurement was continued until the drop rates remain constant. The percolation rate was La'. Angcks calculated based upon the last reading, a percolation rate of 27 minutes per inch. 1', Count IA Cii) M11 A If you have any questions regarding this letter, please do not hesitate to contact our office. Orange CQiIIII) Respectfully submitted, Orange Count) Enironiiiental I4TGL, Inc. Management tgCnc) Saii'I)iego C. San Diego Cii) Sall Diego Connt Si) ntcr .tlitllorii) Senior Engineer Exp. 12/31 Inland Empire Cit of Rherside count) or14i'.erside Attachment: Figure 1 - Percolation Location Plan - c -- DRIVE - - — LT jj Tj Air iJ to l 10 141 / N / ) 'N I \ , Approximate Location of Percolation Test PERCOLATION LOCATION PLAN MARBRISA RESORT, PHASE 2 Project No. 1916-1308 Date: DEC 2011 FIGURE 1 2 AExfflmt 'I ADDENDUM A. 03/05/20 CITY OF CARLSBAD PRIORITY DEVELOPMENT PROJECT (PDP) STORMNATER QUALITY MANAGEMENT PLAN (SWQMP) FOR CARLSBAD RANCH PA 5- MARBRISA PHASE III HOTEL 6 AND TIMESHARE VILLAS; ADDENDUM A PROJECT ID SDP 03-02A1 MCUP 03-IA DWG428-9H/ GR2019-0027, CC REV 2 (ADDENDUM A, 03/05/20) ENGINEER OF WORK: Robert D. Dentino, PE RCE 45629 PREPARED FOR: GRAND PACIFIC CARLSBAD, LP. 5900 PASTEUR COURT, STE. 200 CARLSBAD, A 92008 PREPARED BY: EXCEL ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 (760)745-8118 DATE: MARCH 5, 2020 No. 45629 Exp. 12-31-20 J TABLE OF CONTENTS Addendum A, 03105/20 Certification Page Project Vicinity Map FORM E-31 Storm Water Standard Questionnaire Site Information FORM E-36 Standard Project Requirement Checklist Summary of PDP Structural BMPs Attachment 1: Backup for PDP Pollutant Control BMPs Attachment I a: DMA Exhibit Attachment I b: Tabular Summary of DMAs and Design Capture Volume Calculations Attachment IC: Harvest and Use Feasibility Screening (when applicable) Attachment Id: Categorization of Infiltration Feasibility Condition (when applicable) Attachment I e: Pollutant Control BMP Design Worksheets /Calculations Attachment 2: Backup for PDP Hydromodification Control Measures Attachment 2a: Hydromodification Management Exhibit Attachment 2b: Management of Critical Coarse Sediment Yield Areas Attachment 2c: Geomorphic Assessment of Receiving Channels Attachment 2d: Flow Control Facility Design Attachment 3: Structural BMP Maintenance Thresholds and Actions Attachment 4: Single Sheet BMP (SSBMP) Exhibit I ADDENDUM A 03/05/20 This report serves as an amendment to the Storm Water Management Plan (SWMP 15-19) for Carlsbad Ranch PA 5, Phase Ill, dated February 3, 2016, prepared by Excel Engineering (herein referred to as the "SWMP"). This addendum has been put forth to analyze any and all potential water quality changes due to a site design change eliminating a proposed tennis court for the expansion of the proposed Sheraton Hotel 6. As shown in Addendum A of the hydrology report, the design change results in a more conservative condition and will not affect the outflow design for the associated proposed stormwater system. With said site redesign came a reduction in DMA size from 0.594-ac to 0.351-ac resulting in the need to resize and relocate the basin for DMA IMP-8. As shown in Attachment le, the provided surface area of 750-sf for the new basin now located directly south of the Sheraton Hotel 6 adequately meets current water quality basin requirements for DMA IMP-8. In addition, as shown in Attachment 2d, current design conditions meet SWMM and Hydromodification requirements passing both unmitigated peak flow and flow duration requirements. Overall, as shown in Addendum A of both the hydrology report and the SWQMP, the current water quality basin located south of Hotel 6 meets or exceeds the requirements for hydrology, water quality, and hydromodification. CERTIFICATION PAGE CARLSBAD RANCH PA 5- MARBRISA PHASE III HOTEL 6 AND TIMESHARE VILLA, ADD. A Project ID: SDP 03-02A, DWG 428-9H, CC REV 2 I hereby declare that I am the Engineer in Responsible Charge of design of storm water BMPs for this project, and that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with the requirements of the BMP Design Manual, which is based on the requirements of SDRWQCB Order No. R9-2013-0001 (MS4 Permit) or the current Order. I have read and understand that the City Engineer has adopted minimum requirements for managing urban runoff, including storm water, from land development activities, as described in the BMP Design Manual. I certify that this SWQMP has been completed to the best of my ability and accurately reflects the project being proposed and the applicable source control and site design BMPs proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I understand and acknowledge that the plan check review of this SWQMP by the City Engineer is confined to a review and does not relieve me, as the Engineer in Responsible Charge of design of storm water BMPs for this project, of my responsibilities for project design. 7-" RCE 45629 I EXP. 12-31-2020 ngineer of Work's Signature, PE Number & Expiration Date ROBERT D. DENTINO Print Name EXCEL ENGINEERING Company CC No. 29 Zo Up 7Ø/41*)) Date IV VICINITY MAP CITY OF - OCEANSIDE 7' NOT TO SCALE TA MARCOS Hydromodifióation. Mánagëment RoquieflfentS;Z Do hydromodification management requirements apply (see Section 1.6 of the BMP Design Manual)? ,/Yes, hydromodification management flow control structural BMPs required. No, the project will discharge runoff directly to existing underground storm drains discharging directly to water storage reservoirs, lakes, enclosed embayments, or the Pacific Ocean. No, the project will discharge runoff directly to conveyance channels whose bed and bank are concrete-lined all the way from the point of discharge to water storage reservoirs, lakes, enclosed embayments, or the Pacific Ocean. No, the project will discharge runoff directly to an area identified as appropriate for an exemption by the WMAA for the watershed in which the project resides. Description I Additional Information (to be provided if a 'No' answer has been selected above): Based on the maps provided within the WMAA, do potential critical coarse sediment yield areas exist within the project drainage boundaries? 7-1 Yes No, Np critical coarse sediment yield areas to be protected based on WMAA maps If yes, have any of the optional analyses presented in Section 6.2 of the BMP Design Manual been performed? J 6.2.1 Verification of Geomorphic Landscape Units (GLUs) Onsite : 6.2.2 Downstream Systems Sensitivity to Coarse Sediment 6.2.3 Optional Additional Analysis of Potential Critical Coarse Sediment Yield Areas Onsite No optional analyses performed, the project will avoid critical coarse sediment yield areas identified based on WMAA maps If optional analyses were performed, what is the final result? No critical coarse sediment yield areas to be protected based on verification of GLUs onsite Critical coarse sediment yield areas exist but additional analysis has determined that protection is not required. Documentation attached in Attachment 2B of the SWQMP. See Discussion/ Additional Information below. Critical coarse sediment yield areas exist and require protection. The project will implement management measures described in Sections 6.2.4 and 6.2.5 as applicable, and the areas are identified on the SWQMP Exhibit. Discussion I Additional Information: The Exhibit 1/Addendum A DMA does not contain a critical coarse sediment yield area within it's boundaries, however the project as a whole has a small area just northeast of the said DMA. However, drainage does not pass through this area so no protection is required. -& 3Jiis.Section List and describe point(s) of compliance (POCs) for flow control for hydromodification management (see Section 6.3.1). For each POC, provide a POC identification name or number correlating to the project's HMP Exhibit and a receiving channel identification name or number correlating to the project's HMP Exhibit. There is only one Point of Compliance located approximately 100-ft northeast of the DMA at Node 311. The POC is labeled as "Point of Compliance" and is labeled on Attachment 2A of he Hydromodification Exhibit. Has a geomorphic assessment been performed for the receiving channel(s)? IZI No, the low flow threshold is 0.1 Q2 (default low flow threshold) [_—]Yes, the result is the low flow threshold is 0.1Q2 El Yes, the result is the low flow threshold is 0.3Q2 El Yes, the result is the low flow threshold is 0.5Q2 If a geomorphic assessment has been performed, provide title, date, and preparer: None Discussion I Additional Information: (optional) No geomorphic assessment has been performed, therefore the high susceptibility of erosion is selected as a default. SUMMARY OF POP STRUCTURAL BMPS •. ,.ituciurau:ivu s • All PDPs must implement structural BMPs for storm water pollutant control (see Chapter 5 of the BMP Design Manual). Selection of PDP structural BMPs for storm water pollutant control must be based on the selection process described in Chapter 5. PDPs subject to hydromodification management requirements must also implement structural BMPs for flow control for hydromodification management (see Chapter 6 of the BMP Design Manual). Both storm water pollutant control and flow control for hydromodification management can be achieved within the same structural BMP(s). PDP structural BMPs must be verified by the City at the completion of construction. This may include requiring the project owner or project owner's representative to certify construction of the structural BMPs (see Section 1.12 of the BMP Design Manual). PDP structural BMPs must be maintained into perpetuity, and the City must confirm the maintenance (see Section 7 of the BMP Design Manual). Use this form to provide narrative description of the general strategy for structural BMP implementation at the project site in the box below. Then complete the PDP structural BMP summary information sheet for each structural BMP within the project (copy the BMP summary information page as many times as needed to provide summary information for each individual structural BMP). Describe the general strategy for structural BMP implementation at the site. This information must describe how the steps for selecting and designing storm water pollutant control BMPs presented in Section 5.1 of the BMP Design Manual were followed, and the results (type of BMPs selected). For projects requiring hydromodification flow control BMPs, indicate whether pollutant control and flow control BMPs are integrated together or separate. This project is not "self-retaining" nor "self-treating", Runoff factor was adjusted to estimate DCV Harvest and Use is not feasible since reclaimed water is available and the 0.25 DCV is greater than the 36 hour demand per form 1-7. Infiltration is not feasible due to low percolation test conducted by the soil engineer. DMAs were created based on the potential locations for storm water pollutant control BMPs, creating the basis for DCV calculations. - The DCV were calculated and tabulated and can be found in ATTACHMENT if and sized per Appendix B.5 of the BMP Design manual. Sizing requirements were computed in Attachment I E. BMP was designed for the remaining DCV, therefore design BMP for the required size, per design criteria and considerations listed in the BMP manual and comply with pollutant control BMP sizing requirements. Based on pollutants generated by the type of the project and the 303(d) list at the receiving body, Biofiltration is selected to treat all the pollutants in the project before releasing the storm water to the public water body. The calculated footprints fit the site design and the constraints. The selected BMPs were sized and designed accordingly using design criteria and considerations from BMP manual fact sheets in Appendix E of the Carlsbad BMP Design Manua The project has met the pollutant control performance standards. [Continued from previous page - This page is reserved for continuation of description of general strategy for structural BMP implementation at the site.] ____to provide information thrë ththThvidäl proposed iaaswcn~~ Structural BMP ID No. WQ BASIN FOR IMP-8 DWG 428-91-1, CC REV 2, Sheet No. 40-41 Type of structural BMP: Retention by harvest and use (H U-1) O Retention by infiltration basin (INEl) Sheet No. 26 Retention by bioretention (INF-2) Retention by permeable pavement (INF-3) Partial retention by biofiltration with partial retention (PR-1) IZI Biofiltration (BF-1) Flow-thru treatment control included as pre-treatment/forebay for an onsite retention or biofiltration BMP (provide BMP type/description and indicate which onsite retention or biofiltration BMP it serves in discussion section below) O Detention pond or vault for hydromodification management Other (describe in discussion section below) Purpose: Pollutant control only Hydromodification control only El Combined pollutant control and hydromodification control Pre-treatment/forebay for another structural BMP Other (describe in discussion section below) Discussion (as needed): The BMP used on this project is a biofiltration unit that is designed per worksheet B.5-1 of the COC BMP Design Manual and modeled using continuous simulation modeling with SWMM. Since the said Biofiltration BMP has been sized in respect to hydromodification and designed per a typical detail, it is intended that the said BMP will be constructed and maintained using the same general methods and materials as the basins constructed during phases I and 2 of the project. See DMA Exhibit in Attachment IA for location of the Biofiltration BMP. See Hydromodification Exhibit in Attachment 1 B for location of said BMP and its corresponding point of compliance. ATTACHMENT I BACKUP FOR PDP POLLUTANT CONTROL BMPS This is the cover sheet for Attachment I. Check which Items are Included behind this cover sheet: Attachment Contents Checklist Sequence Attachment 1 DMA Exhibit (Required) 0 Included See DMA Exhibit Checklist on the back of this Attachment cover sheet. (24"x36" Exhibit typically required) Attachment lb Tabular Summary of DMAs Showing 0 Included on DMA DMA ID matching DMA Exhibit, DMA Exhibit in Attachment 1 Area, and DMA Type (Required)* ] Included as Attachment I b, separate from DMA Exhibit *Provide table in this Attachment OR on DMA Exhibit in Attachment la Attachment Ic Form 1-7, Harvest and Use Feasibility 'ZI Included Screening Checklist (Required unless 3 Not included because the entire the entire project will use infiltration project will use infiltration BMPs BMPs) Refer to Appendix 13.3-1 of the BMP Design Manual to complete Form 1-7. Attachment Id Form 1-8, Categorization of Infiltration ZI Included Feasibility Condition (Required unless 3 Not included because the entire the project will use harvest and use project will use harvest and use BMPs) BMPs Refer to Appendices C and D of the BMP Design Manual to complete Form 1-8. Attachment le Pollutant Control BMP Design 0 Included Worksheets I Calculations (Required) Refer to Appendices B and E of the BMP Design Manual for structural pollutant control BMP design guidelines Use this checklist to ensure the required information has been included on the DMA Exhibit: The DMA Exhibit must identify: 21 Underlying hydrologic soil group 21 Approximate depth to groundwater 21 Existing natural hydrologic features (watercourses, seeps, springs, wetlands) 21 Critical coarse sediment yield areas to be protected (if present) 21 Existing topography and impervious areas 21 Existing and proposed site drainage network and connections to drainage offsite 21 Proposed grading 21 Proposed impervious features 21 Proposed design features and surface treatments used to minimize imperviousness 21 Drainage management area (DMA) boundaries, DMA ID numbers, and DMA areas (square footage or acreage), and DMA type (i.e., drains to BMP, self-retaining, or self- mitigating) 21 Structural BMPs (identify location and type of BMP) ATTACHMENT la ATTACHMENT 2b 7.1 I I I - .000-0 - 4l MANAGEMENT OF CRITICAL COARSE SEDIMENT YIELD AREAS Legend S DMA, ADDENDUM A S POTENTIAL CRITICAL COARSE SEDIMENT YIELD AREAS L; ATTACHMENT 2d SWMM MODELING TO DETERMINE LID SIZES FOR HYDROMODIFICATION COMPLIANCE CARLSBAD RANCH PA5- MARBRISA PHASE III HOTEL 6 AND TIMESHARE VILLA, ADDENDUM A CARLSBAD, CA 92008 DATE: FEBRUARY 27, 2020 PREPARED FOR: GRAND PACIFIC CARLSBAD, LP. 5900 PASTEUR COURT, STE. 200 CARLSBAD, CA 92008 Prepared By: l li"N i 13 ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 TEL: (760)745-8118 Excel Engineering STATISTICS ANALYSIS OF THE SWMM FILES FOR: ANALYSIS DETAILS Statistics Selection: Nodes/Total Inflow Stream Susceptibility to Channel Erosion: High (QIf = (0.1)Q2) Assumed time between storms (hours): 24 PRE-DEVELOPMENT SWMM FILE SWMM file name: V:\19\19111\Engineering\GPIP\Storm\swmm\14100-PRE-A.out SWMM file time stamp: 2/27/2020 6:48:00 PM Selected Node to Analyze: Outfall-A POST-DEVELOPMENT MITIGATED SWMM FILE SWMM file name: V:\19\19111\Engineering\GPIP\Storm\swmm\14100-MIT-A.out SWMM file time stamp: 2/27/2020 6:49:22 PM Selected Node to Analyze: Outfall-A MITIGATED CONDITIONS RESULTS For the Mitigated Conditions: Peak Flow Conditions PASS Flow Duration Conditions PASS The Mitigated Conditions peak flow frequency curve is composed of 794 points. Of the points, 1 point(s) are above the flow control upper limit (Q10), 646 point(s) are below the low flow threshold value (QIf). Of the points within the flow control range (QIf to Q10), 147 point(s) have a lower peak flow rate than pre-development conditions. These points all pass. There are no points that failed, therefore the unmitigated conditions peak flow requirements have been met. The Mitigated Conditions flow duration curve is composed of 100 flow bins (points) between the upper flow threshold (cfs) and lower flow threshold (cfs). Each point represents the number of hours where the discharge was equal to or greater than the discharge value, but less than the next greater flow value. Comparing the post- development flow duration curve to the pre-development curve, 99 point(s) have a lower duration than pre- development conditions. These points all pass. There are no points that failed, therefore the unmitigated conditions flow duration requirements have been met. V:\1\1111\Enginring\GPIP\Stnrm\cwmm\repnrt partc\Sttictkc Rports\OuffaII-A\Statisticc RsuIts-OutfaII-A.pdf 2/27/2020 6:53:13 PM software version: 1.0.6785.31877 15 Excel Engineering Peak Flow Frequency Curves Pre Development - Post Development Mitigated 3K QIO(11.977cfs) - - 05(11.113cfs) Q2 (7.866cf5) —.31E---Qif(O.7866cfs) 0 10 20 30 40 50 Return Period (Years) 5 i1 Excel Engineering peakFlowPassFailM itigated.TXT Compare Post-Development Curve to Pre-Development Curve post-development SWMM file: V:\19\191 1 1Engineering\GPlP\Storm\swmm\14100-MlT-A.out post-development time stamp: 2/27/2020 6:49:22 PM Compared to: pre-development SWMM file: V:\19\191 1 1\Engineering\GPlP\Stormswmm\14100-PRE-A.out pre-development time stamp: 2/27/2020 6:48:00 PM qot / 01 -1 / Gq 44,13 qpcj 0 58.00 17.77 17.84 FALSE FALSE FALSE Pass- Qpost Above Flow Control Upper Limit 1 29.00 8.22 14.45 TRUE FALSE FALSE Pass- Qpost < Qpre 2 19.33 7.98 13.37 TRUE FALSE FALSE Pass- QpostcQpre 3 14.50 6.16 12.97 TRUE FALSE FALSE Pass- opost<Qpre 4 11.60 5.02 12.27 TRUE FALSE FALSE Pass- Opost .cOpre 5 9.67 4.96 11.92 TRUE FALSE FALSE Pass- Qpost < Qpre 6 8.29 4.33 11.84 TRUE FALSE FALSE Pass- Qpost < Qpre 7 7.25 4.29 11.80 TRUE FALSE FALSE Pass- Qpost < Qpre 8 6.44 4.04 11.77 TRUE FALSE FALSE Pass- Qpost < Qpre 9 5.80 3.82 11.68 TRUE FALSE FALSE Pass- Qpost < Qpre 10 5.27 3.81 11.36 TRUE FALSE FALSE Pass- Qpost<Qpre 11 4.83 3.73 10.97 TRUE FALSE FALSE Pass- Qpost < Qpre 12 4.46 3.26 10.73 TRUE FALSE FALSE Pass- Qpost < Qpre 13 4.14 3.25 10.69 TRUE FALSE FALSE Pass- Qpost<Qpre 14 3.87 3.23 10.61 TRUE FALSE FALSE Pass- Qpost<Qpre 15 3.63 3.18 10.49 TRUE FALSE FALSE Pass- Opost < Opre 16 3.41 3.15 9.73 TRUE FALSE FALSE Pass- Qpost < Qpre 17 3.22 3.06 9.62 TRUE FALSE FALSE Pass- Qpost<Opre 18 3.05 2.93 9.61 TRUE FALSE FALSE Pass- Opost < Opre 19 2.90 2.92 9.57 TRUE FALSE FALSE Pass- Qpost<Qpre 20 2.76 2.86 9.41 TRUE FALSE FALSE Pass- Qpost < Opre 21 2.64 2.83 9.39 TRUE FALSE FALSE Pass- Qpost < Qpre 22 2.52 2.81 9.00 TRUE FALSE FALSE Pass- Qpost < Qpre 23 2.42 2.70 8.94 TRUE FALSE FALSE Pass- Qpost < Qpre 24 2.32 2.69 8.72 TRUE FALSE FALSE Pass- Qpost < Qpre 25 2.23 2.67 8.05 TRUE FALSE FALSE Pass- Qpost < Qpre 26 2.15 2.61 7.99 TRUE FALSE FALSE Pass- Qpost < Qpre 27 2.07 2.59 7.89 TRUE FALSE FALSE Pass- Opost < Qpre 28 2.00 2.59 7.87 TRUE FALSE FALSE Pass- Qpost < Qpre 29 1.93 2.55 7.83 TRUE FALSE FALSE Pass- Qpost<Qpre 30 1.87 2.54 7.80 TRUE FALSE FALSE Pass- Opost .cQpre 31 1 1.81 1 2.39 7.50 TRUE FALSE FALSE Pass- Opost .cOpre 32 1 1.76 1 2.38 7.35 TRUE FALSE FALSE Pass- QpostcQpre 33 1 1.71 1 2.35 7.34 TRUE FALSE FALSE Pass- Qpost < Qpre 2/27/2020 6:53 PM 1/20 Excel Engineering pea kFlowPassFailM itigated.TXT 01 01 34 1.66 2.33 7.22 TRUE FALSE FALSE Pass- Opost < Qpre 35 1.61 2.33 6.92 TRUE FALSE FALSE Pass- Qpost < Qpre 36 1.57 2.29 6.69 TRUE FALSE FALSE Pass- Qpost < Qpre 37 1.53 2.28 6.68 TRUE FALSE FALSE Pass- Qpost < Qpre 38 1.49 2.21 6.45 TRUE FALSE FALSE Pass- Qpost < Qpre 39 1.45 2.21 6.34 TRUE FALSE FALSE Pass- Qpost < Qpre 40 1.42 2.16 6.00 TRUE FALSE FALSE Pass- Qpost < Qpre 41 1.38 2.14 6.00 TRUE FALSE FALSE Pass- Qpost < Qpre 42 1.35 2.13 5.93 TRUE FALSE FALSE Pass- QpostcQpre 43 1.32 2.10 5.76 TRUE FALSE FALSE Pass- Opost .cOpre 44 1.29 2.03 5.76 TRUE FALSE FALSE Pass- Qpost .c Qpre 45 1.26 2.02 5.70 TRUE FALSE FALSE Pass- Qpost < Qpre 46 1.23 2.00 5.65 TRUE FALSE FALSE Pass- Qpost < Qpre 47 1.21 1.99 5.30 TRUE FALSE FALSE Pass- Qpost < Qpre 48 1.18 1.99 5.29 TRUE FALSE FALSE Pass- Qpost cQpre 49 1.16 1.98 5.26 TRUE FALSE FALSE Pass- Opost .cOpre 50 1.14 1.96 5.13 TRUE FALSE FALSE Pass- Qpost < Opre 51 1.12 1.88 5.13 TRUE FALSE FALSE Pass- Qpost < Opre 52 1.09 1.87 5.10 TRUE FALSE FALSE Pass- Opost <Qpre 53 1.07 1.87 5.07 TRUE FALSE FALSE Pass- Qpost < Qpre 54 1.06 1.81 5.06 TRUE FALSE FALSE Pass- Qpost <Opre 55 1.04 1.81 5.05 TRUE FALSE FALSE Pass- Qpost<Qpre 56 1.02 1.80 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 57 1.00 1.79 5.05 TRUE FALSE FALSE Pass- Qpost < Qpre 58 0.98 1.79 5.03 TRUE FALSE FALSE Pass- Qpost < Qpre 59 0.97 1.76 4.93 TRUE FALSE FALSE Pass- Qpost < Qpre 60 0.95 1.76 4.82 TRUE FALSE FALSE Pass- Qpost < Qpre 61 0.94 1.73 4.81 TRUE FALSE FALSE Pass- Qpost < Qpre 62 0.92 1.72 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 63 0.91 1.72 4.80 TRUE FALSE FALSE Pass- Qpost < Qpre 64 0.89 1.69 4.75 TRUE FALSE FALSE Pass- Qpost < Qpre 65 0.88 1.67 4.65 TRUE FALSE FALSE Pass- Qpost < Qpre 66 0.87 1.62 4.60 TRUE FALSE FALSE Pass- Opost < Qpre 67 0.85 1.62 4.53 TRUE FALSE FALSE Pass- Opost < Qpre 68 0.84 1.61 4.53 TRUE FALSE FALSE Pass- Qpost < Qpre 69 0.83 1.61 4.42 TRUE FALSE FALSE Pass- Opost < Qpre 70 0.82 1.60 4.33 TRUE FALSE FALSE Pass- Opost < Opre 71 0.81 1.60 4.15 TRUE FALSE FALSE Pass- Qpost < Opre 72 0.80 1.59 4.08 TRUE FALSE FALSE Pass- Qpost<Qpre 73 0.78 1.56 4.07 TRUE FALSE FALSE Pass- Qpost < Qpre 74 0.77 1.55 4.00 TRUE FALSE FALSE Pass- Qpost .cOpre 75 0.76 1.54 3.91 TRUE FALSE FALSE Pass- Opost .cOpre 2/27/2020 6:53 PM 2/20 Excel Engineering peakFlowPassFail Mitigated.TXT 0.0- ( 1. coo 1210 76 0.75 1.54 3.90 TRUE FALSE FALSE Pass- Qpost < Qpre 77 0.74 1.53 3.80 TRUE FALSE FALSE Pass- Qpost < Qpre 78 0.73 1.50 3.79 TRUE FALSE FALSE Pass- Qpost < Qpre 79 0.73 1.49 3.77 TRUE FALSE FALSE Pass- Qpost < Qpre 80 0.72 1.46 3.76 TRUE FALSE FALSE Pass- Qpost < Qpre 81 0.71 1.43 3.75 TRUE FALSE FALSE Pass- Opost <Qpre 82 0.70 1.42 3.70 TRUE FALSE FALSE Pass- Opost .cQpre 83 0.69 1.40 3.61 TRUE FALSE FALSE Pass- Qpost < Qpre 84 0.68 1.38 3.54 TRUE FALSE FALSE Pass- Qpost < Qpre 85 0.67 1.38 3.51 TRUE FALSE FALSE Pass- Qpost < Qpre 86 0.67 1.35 3.46 TRUE FALSE FALSE Pass- Qpost < Qpre 87 0.66 1.33 3.35 TRUE FALSE FALSE Pass- Qpost < Qpre 88 0.65 1.33 3.32 TRUE FALSE FALSE Pass- Opost < Qpre 89 0.64 1.32 3.31 TRUE FALSE FALSE Pass- Opost < Qpre 90 0.64 1.29 3.29 TRUE FALSE FALSE Pass- Opost .c Qpre 91 0.63 1.29 3.28 TRUE FALSE FALSE Pass- Opost < Qpre 92 0.62 1.27 3.27 TRUE FALSE FALSE Pass- Qpost < Qpre 93 0.62 1.26 3.24 TRUE FALSE FALSE Pass- Qpost < Qpre 94 0.61 1.26 3.23 TRUE FALSE FALSE Pass- Qpost < Qpre 95 0.60 1.26 3.20 TRUE FALSE FALSE Pass- Qpost < Qpre - 96 0.60 1.26 3.18 TRUE FALSE FALSE Pass- Qpost < Qpre 97 0.59 1.25 3.15 TRUE FALSE FALSE Pass- Qpost < Qpre 98 0.59 1.25 3.10 TRUE FALSE FALSE Pass- Opost <Qpre 99 0.58 1.24 3.05 TRUE FALSE FALSE Pass- Qpost < Qpre 100 0.57 1.24 3.05 TRUE FALSE FALSE Pass- Qpost<Qpre 101 0.57 1.23 3.05 TRUE FALSE FALSE Pass- Qpost<Qpre 102 0.56 1.21 3.04 TRUE FALSE FALSE Pass- Qpost .cQpre 103 0.56 1.20 3.03 TRUE FALSE FALSE Pass- Opost < Opre 104 0.55 1.19 3.03 TRUE FALSE FALSE Pass- Opost < Qpre 105 0.55 1.18 3.03 TRUE FALSE FALSE Pass- Opost < Qpre 106 0.54 1.18 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 107 0.54 1.18 3.02 TRUE FALSE FALSE Pass- Qpost<Qpre 108 0.53 1.16 3.02 TRUE FALSE FALSE Pass- Opost .cQpre 109 0.53 1.16 3.02 TRUE FALSE FALSE Pass- Qpost<Qpre 110 0.52 1.15 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 111 0.52 1.14 3.02 TRUE FALSE FALSE Pass- Qpost < Qpre 112 0.51 1.12 3.01 TRUE FALSE FALSE Pass- Opost .cQpre 113 0.51 1.10 3.01 TRUE FALSE FALSE Pass- Opost .cQpre 114 0.50 1.09 3.01 TRUE FALSE FALSE Pass- Qpost .cQpre 115 0.50 1.07 3.01 TRUE FALSE FALSE Pass- Qpost < Qpre 116 0.50 1.07 3.00 TRUE FALSE FALSE Pass- Opost .cQpre _117 0.49 1.07 3.00 TRUE FALSE FALSE I Pass- Qpost .cQpre 2/27/2020 6:53 PM 3/20 Excel Engineering peakFlowPassFailM itigated.TXT qO CP 118 0.49 1.07 3.00 TRUE FALSE FALSE Pass- Qpost < Qpre 119 0.48 1.06 2.99 TRUE FALSE FALSE Pass- Qpost < Qpre 120 0.48 1.04 2.99 TRUE FALSE FALSE Pass- Qpost < Qpre 121 0.48 1.01 2.98 TRUE FALSE FALSE Pass- Opost < Qpre 122 0.47 1.01 2.98 TRUE FALSE FALSE Pass- Qpost < Qpre 123 0.47 1.00 2.98 TRUE FALSE FALSE Pass- Opost < Qpre 124 0.46 1.00 2.91 TRUE FALSE FALSE Pass- Qpost < Qpre 125 0.46 1.00 2.88 TRUE FALSE FALSE Pass- Qpost < Qpre 126 0.46 0.97 2.85 TRUE FALSE FALSE Pass- Qpost < Qpre 127 0.45 0.97 2.78 TRUE FALSE FALSE Pass- Opost < Qpre 128 0.45 0.95 2.76 TRUE FALSE FALSE Pass- Qpost < Qpre 129 0.45 0.92 2.75 TRUE FALSE FALSE Pass- Qpost < Qpre 130 0.44 0.92 2.73 TRUE FALSE FALSE Pass- Qpost .c Qpre 131 0.44 0.90 2.72 TRUE FALSE FALSE Pass- Opost c Opre 132 0.44 0.90 2.72 TRUE FALSE FALSE Pass- Qpost .c Opre 133 0.43 0.89 2.71 TRUE FALSE FALSE Pass- Qpost < Qpre 134 0.43 0.87 2.63 TRUE FALSE FALSE Pass- Qpost < Qpre 135 0.43 0.86 2.62 TRUE FALSE FALSE Pass- Qpost < Opre 136 0.42 0.85 2.57 TRUE FALSE FALSE Pass- Qpost < Opre 137 0.42 0.85 2.55 TRUE FALSE FALSE Pass- Opost < Qpre 138 0.42 0.84 2.54 TRUE FALSE FALSE Pass- Qpost < Qpre 139 0.41 0.83 2.48 TRUE FALSE FALSE Pass- Qpost < Qpre 140 0.41 0.83 2.47 TRUE FALSE FALSE Pass- Qpost < Qpre 141 0.41 0.81 2.47 TRUE FALSE FALSE Pass- Opost < Qpre 142 0.41 0.81 2.47 TRUE FALSE FALSE Pass- Opost < Qpre 143 0.40 0.81 2.43 TRUE FALSE FALSE Pass- Opost < Qpre 144 0.40 0.81 2.43 TRUE FALSE FALSE Pass- Qpost c Qpre 145 0.40 0.80 2.43 TRUE FALSE FALSE Pass- Opost < Opre 146 0.40 0.80 2.43 TRUE FALSE FALSE Pass- Opost < Qpre 147 0.39 0.80 2.43 TRUE FALSE FALSE Pass- Opost < Qpre 148 0.39 0.79 2.40 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 149 0.39 0.78 2.40 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 150 0.38 0.77 2.40 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 151 0.38 0.77 2.39 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 152 0.38 0.76 2.33 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 153 0.38 0.76 2.32 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 154 0.37 0.76 2.27 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 155 0.37 0.74 2.27 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 156 0.37 0.73 2.27 FALSE FALSE FALSE Pass- Qpost Below Flow Control Threshold 157 0.37 0.72 2.27 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 158 1 0.37 0.72 2.27 1 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold 159 1 0.36 0.72 2.27 1 FALSE FALSE FALSE Pass- Opost Below Flow Control Threshold Results after post PT#147 are no longer relavant as they are below the 0.1Q2 threshold and not required 2/27/2020 6:53 PM 4/20 Excel Engineering pea kFlowStatisticsPre.csv SWMM.out file name: V:\19\19111\Engineering\GPIP\Storm\swmm\14100-PRE-A.out SWMM.out time stamp: 2/27/2020 6:48:00 PM Q10: 11.977 Q5: 11.113 Q2: 7.866 Peak Flow Statistics Table Values Rank Start Date End Date Duration Peak Frequency Return Period 1 1995/01/03 06:00:00 1995/01/05 02:00:00 45 17.838 0.10% 58 2 2003/02/25 03:00:00 2003/02/27 18:00:00 64 14.45 0.19% 29 3 1958/02/0304:00:00 1958/02/04 16:00:00 37 13.372 0.29% 19.33 4 1969/02/23 21:00:00 1969/02/25 20:00:00 48 12.968 0.39% 14.5 5 2005/02/18 04:00:00 2005/02/19 09:00:00 30 12.272 0.48% 11.6 6 1980/03/02 19:00:00 1980/03/03 16:00:00 22 11.915 0.58% 9.67 7 1980/02/1611:00:00 1980/02/21 06:00:00 116 11.837 0.68% 8.29 8 1978/01/03 17:00:00 1978/01/06 17:00:00 73 11.805 0.78% 7.25 9 1978/02/2705:00:00 1978/03/05 02:00:00 142 11.771 0.87% 6.44 10 1993/01/12 14:00:00 1993/01/14 05:00:00 40 11.682 0.97% 5.8 11 1958/04/01 07:00:00 1958/04/01 20:00:00 14 11.355 1.07% 5.27 12 2000/10/29 21:00:00 2000/10/29 23:00:00 3 10.965 1.16% 4.83 13 1952/11/1414:00:00 1952/11/16 06:00:00 41 10.725 1.26% 4.46 14 2004/10/27 01:00:00 2004/10/28 10:00:00 34 10.687 1.36% 4.14 15 1952/01/1607:00:00 1952/01/16 15:00:00 9 10.609 1.45% 3.87 16 1982/03/1703:00:00 1982/03/1822:00:00 44 10.489 1.55% 3.63 17 1979/01/14 18:00:00 1979/01/16 02:00:00 33 9.725 1.65% 3.41 18 1998/02/03 03:00:00 1998/02/04 17:00:00 39 9.62 1.75% 3.22 19 1983/02/2606:00:00 1983/03/0501:00:00 164 9.611 1.84% 3.05 20 1970/12/1622:00:00 1970/12/1922:00:00 73 9.569 1.94% 2.9 21 1978/02/0716:00:00 1978/02/10 11:00:00 68 9.414 2.04% 2.76 22 1965/11/22 03:00:00 1965/11/23 04:00:00 26 9.387 2.13% 2.64 23 1983/01/28 23:00:00 1983/01/29 12:00:00 14 8.997 2.23% 2.52 24 2004/10/18 07:00:00 2004/10/20 20:00:00 62 8.936 2.33% 2.42 25 1998/02/22 05:00:00 1998/02/24 18:00:00 62 8.724 2.42% 2.32 26 1998/02/1613:00:00 1998/02/1801:00:00 37 8.049 2.52% 2.23 27 1991/12/29 15:00:00 1991/12/30 03:00:00 13 7.989 2.62% 2.15 28 2008/01/26 22:00:00 2008/01/27 22:00:00 25 7.895 2.72% 2.07 29 1980/01/27 22:00:00 1980/01/30 16:00:00 67 7.866 2.81% 2 30 2008/01/05 02:00:00 2008/01/07 06:00:00 53 7.831 2.91% 1.93 31 1978/01/16 15:00:00 1978/01/17 02:00:00 12 7.798 3.01% 1.87 32 1995/03/11 01:00:00 1995/03/12 00:00:00 24 7.5 3.10% 1.81 33 1983/09/29 09:00:00 1983/10/01 11:00:00 51 7.348 3.20% 1.76 34 1992/02/1211:00:00 1992/02/1306:00:00 20 7.345 3.30% 1.71 35 1991/02/2718:00:00 1991/03/01 11:00:00 42 7.221 3.39% 1.66 36 1993/02/07 19:00:00 1993/02/09 07:00:00 37 6.916 3.49% 1.61 37 1985/11/11 04:00:00 1985/11/12 08:00:00 29 6.69 3.59% 1.57 38 1998/02/14 05:00:00 1998/02/15 01:00:00 21 6.682 3.69% 1.53 39 1961/12/0119:00:00 1961/12/0303:00:00 33 6.455 3.78% 1.49 2/27/2020 6:53 PM 1/23 Excel Engineering peakFlowstatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 40 1993/01/18 09:00:00 1993/01/18 19:00:00 11 6.339 3.88% 1.45 41 1977/08/16 15:00:00 1977/08/18 00:00:00 34 6.003 1 3.980/6 1.42 42 2004/12/31 13:00:00 2005/01/01 10:00:00 22 5.999 4.070/6 1.38 43 1986/02/14 22:00:00 1986/02/15 09:00:00 12 5.926 4.17% 1.35 44 2003/02/11 06:00:00 2003/02/13 18:00:00 61 5.759 4.270/6 1.32 45 2002/11/08 05:00:00 2002/11/09 17:00:00 37 5.757 4.360/6 1.29 46 1979/01/05 07:00:00 1979/01/06 14:00:00 32 5.703 4.46% 1.26 47 1994/02/03 20:00:00 1994/02/04 10:00:00 15 5.654 4.56% 1.23 48 1958/02/1907:00:00 1958/02/19 16:00:00 10 5.297 4.66% 1.21 49 2005/01/07 06:00:00 2005/01/11 08:00:00 99 5.291 4.75% 1.18 50 1986/03/1521:00:00 1986/03/17 02:00:00 30 5.257 4.85% 1.16 51 1968/03/07 20:00:00 1968/03/08 12:00:00 17 5.127 4.95% 1.14 52 1993/02/18 11:00:00 1993/02/20 13:00:00 51 5.126 5.04% 1.12 53 1963/09/17 04:00:00 1963/09/18 21:00:00 42 5.098 5.14% 1.09 54 1988/12/24 19:00:00 1988/12/2423:00:00 5 5.07 5.240/6 1.07 55 1980/01/0901:00:00 1980/01/12 12:00:00 84 5.058 5.33% 1.06 56 2005/02/21 02:00:00 2005/02/23 07:00:00 54 5.053 5.43% 1.04 57 1965/12/0906:00:00 1965/12/10 10:00:00 29 5.051 5.53% 1.02 58 2008/02/2202:00:00 2008/02/22 13:00:00 12 5.047 5.63% 1 59 1991/03/25 02:00:00 1991/03/27 05:00:00 52 5.034 5.72% 0.98 60 1960/04/27 03:00:00 1960/04/27 11:00:00 9 4.93 5.82% 0.97 61 1971/12/2406:00:00 1971/12/25 22:00:00 41 4.818 5.920/6 0.95 62 2001/02/1308:00:00 2001/02/1501:00:00 42 4.813 6.01% 0.94 63 2005/04/28 07:00:00 2005/04/28 09:00:00 3 4.802 6.11% 0.92 64 2003/03/15 06:00:00 2003/03/16 19:00:00 38 4.797 6.21% 0.91 65 1978/01/14 14:00:00 1978/01/15 05:00:00 16 4.748 6.30% 0.89 66 1954/02/13 14:00:00 1954/02/14 02:00:00 13 4.649 6.40% 0.88 67 1962/01/2011:00:00 1962/01/2221:00:00 59 4.6 6.50% 0.87 68 1982/12/2208:00:00 1982/12/23 08:00:00 25 4.526 6.60% 0.85 69 2007/01/30 12:00:00 2007/01/31 05:00:00 18 4.526 6.69% 0.84 70 1972/01/16 18:00:00 1972/01/17 08:00:00 15 4.418 6.79% 0.83 71 1960/01/12 01:00:00 1960/01/12 07:00:00 7 4.335 6.89% 0.82 72 1963/03/16 22:00:00 1963/03/17 13:00:00 16 4.147 6.98% 0.81 73 1993/01/15 05:00:00 1993/01/17 09:00:00 53 4.079 7.08% 0.8 74 1999/01/25 04:00:00 1999/01/27 05:00:00 50 4.069 7.18% 0.78 75 1977/12/28 01:00:00 1977/12/30 02:00:00 50 3.998 7.27% 0.77 76 2005/01/03 05:00:00 2005/01/04 21:00:00 41 3.906 7.37% 0.76 77 2006/10/13 23:00:00 2006/10/14 01:00:00 3 3.901 7.47% 0.75 78 1969/02/06 07:00:00 1969/02/06 17:00:00 11 3.805 7.57% 0.74 79 1979/11/07 18:00:00 1979/11/08 04:00:00 11 3.791 7.66% 0.73 80 1983/12/2408:00:00 1983/12/2708:00:00 73 3.77 7.760/6 0.73 81 1981/03/19 19:00:00 1981/03/20 03:00:00 9 3.764 7.86% 0.72 82 1978/09/05 16:00:00 1978/09/06 12:00:00 21 3.751 7.95% 0.71 83 1966/12/05 00:00:00 1966/12/06 23:00:00 48 3.702 8.050/6 0.7 84 2003/04/14 03:00:00 2003/04/1501:00:00 23 3.611 8.15% 0.69 85 2001/01/26 11:00:00 2001/01/27 17:00:00 31 3.541 8.24% 0.68 86 1 1975/04/08 06:00:00 1 1975/04/09 09:00:00 28 1 3.512 1 8.34% 0.67 2/27/2020 6:53 PM 2/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 87 1954/01/1811:00:00 1954/01/20 06:00:00 44 3.456 8.440/6 0.67 88 1987/10/11 10:00:00 1987/10/12 20:00:00 35 3.354 8.54% 0.66 89 1968/12/25 16:00:00 1968/12/26 11:00:00 20 3.322 8.63% 0.65 90 1980/02/13 11:00:00 1980/02/15 11:00:00 49 3.309 8.73% 0.64 91 1954/03/16 21:00:00 1954/03/1707:00:00 11 3.293 8.83% 0.64 92 1997/01/12 13:00:00 1997/01/1401:00:00 37 3.284 8.92% 0.63 93 1993/06/05 13:00:00 1993/06/05 16:00:00 4 3.275 9.02% 0.62 94 1959/02/11 07:00:00 1959/02/12 04:00:00 22 3.236 9.12% 0.62 95 1959/12/24 08:00:00 1959/12/24 16:00:00 9 3.228 9.21% 0.61 96 1952/12/0200:00:00 1952/12/0201:00:00 2 3.2 9.31% 0.6 97 1957/01/13 02:00:00 1957/01/13 09:00:00 8 3.182 9.41% 0.6 98 1952/03/15 18:00:00 1952/03/16 18:00:00 25 3.146 9.51% 0.59 99 1967/01/22 14:00:00 1967/01/23 02:00:00 13 3.102 9.60% 0.59 100 2004/12/2806:00:00 2004/12/2920:00:00 39 3.049 9.70% 0.58 101 1967/11/19 07:00:00 1967/11/20 03:00:00 21 3.049 9.80% 0.57 102 1986/11/17 16:00:00 1986/11/18 07:00:00 16 3.046 9.89% 0.57 103 1988/01/17 03:00:00 1988/01/17 21:00:00 19 3.041 9.99% 0.56 104 1991/03/19 00:00:00 1991/03/19 04:00:00 5 3.031 10.090/0 0.56 105 1983/01/27 07:00:00 1983/01/27 13:00:00 7 3.028 10.180/6 0.55 106 1958/01/25 01:00:00 1958/01/27 10:00:00 58 3.027 10.28% 0.55 107 1992/02/1512:00:00 1992/02/1611:00:00 24 3.021 10.38% 0.54 108 1983/11/24 19:00:00 1983/11/25 01:00:00 7 3.019 10.48% 0.54 109 1988/11/25 06:00:00 1988/11/25 10:00:00 5 3.019 10.57% 0.53 110 1992/03/20 17:00:00 1992/03/23 14:00:00 70 3.018 10.67% 0.53 111 1987/12/04 20:00:00 1987/12/0501:00:00 6 3.017 10.77% 0.52 112 1967/12/1815:00:00 1967/12/2008:00:00 42 3.017 10.86% 0.52 113 2004/02/21 23:00:00 2004/02/23 07:00:00 33 3.011 10.96% 0.51 114 1991/01/09 12:00:00 1991/01/09 15:00:00 4 3.01 11.06% 0.51 115 1990/02/17 08:00:00 1990/02/1822:00:00 39 3.009 11.15% 0.5 116 1993/11/30 03:00:00 1993/11/30 12:00:00 10 3.006 11.25% 0.5 117 1981/11/26 20:00:00 1981/11/29 01:00:00 54 3.005 11.35% 0.5 118 1954/11/10 22:00:00 1954/11/11 16:00:00 19 3.002 11.45% 0.49 119 1973/11/22 22:00:00 1973/11/23 01:00:00 4 3.002 11.54% 0.49 120 1978/03/30 10:00:00 1978/04/01 00:00:00 39 2.993 11.64% 0.48 121 1979/03/17 02:00:00 1979/03/1708:00:00 7 2.992 11.74% 0.48 122 2007/04/20 13:00:00 2007/04/20 16:00:00 4 2.983 11.83% 0.48 123 1976/09/09 23:00:00 1976/09/11 05:00:00 31 2.982 11.93% 0.47 124 1957/05/10 08:00:00 1957/05/11 10:00:00 27 2.977 12.03% 0.47 125 2004/02/2523:00:00 2004/02/2609:00:00 11 2.91 12.12% 0.46 126 1958/03/15 14:00:00 1958/03/16 12:00:00 23 2.88 12.22% 0.46 127 1952/11/3000:00:00 1952/11/3006:00:00 7 2.852 12.32% 0.46 128 1967/11/30 15:00:00 1967/11/30 16:00:00 2 2.78 12.42% 0.45 129 1973/03/20 07:00:00 1973/03/20 11:00:00 5 2.764 12.51% 0.45 130 1968/04/01 20:00:00 1968/04/01 20:00:00 1 2.751 12.61% 0.45 131 1995/01/10 13:00:00 1995/01/12 20:00:00 56 2.729 12.71% 0.44 132 2007/11/30 06:00:00 2007/12/01 01:00:00 20 2.722 12.80% 0.44 133 1994/03/24 21:00:00 1994/03/25 20:00:00 24 2.722 12.90% 10.44 2/27/2020 6:53 PM 3/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 134 1998/11/08 06:00:00 1998/11/08 14:00:00 9 2.712 13.00% 0.43 135 2001/01/10 19:00:00 2001/01/12 11:00:00 41 2.634 13.090/6 0.43 136 1967/03/13 08:00:00 1967/03/13 21:00:00 14 2.616 13.19% 0.43 137 1960/02/01 18:00:00 1960/02/02 01:00:00 8 2.574 13.29% 0.42 138 1963/11/20 01:00:00 1963/11/21 06:00:00 30 2.549 13.390/6 0.42 139 1971/04/14 10:00:00 1971/04/14 13:00:00 4 2.543 13.480/6 0.42 140 1966/12/03 04:00:00 1966/12/04 00:00:00 21 2.478 13.580/6 0.41 141 1967/04/11 07:00:00 1967/04/11 17:00:00 11 2.474 13.68% 0.41 142 1972/11/14 13:00:00 1972/11/14 15:00:00 3 2.473 13.770/6 0.41 143 1970/02/28 12:00:00 1970/03/0203:00:00 40 2.472 13.870/6 0.41 144 1996/11/21 15:00:00 1996/11/22 07:00:00 17 2.431 13.970/6 0.4 145 1960/02/28 17:00:00 1960/03/01 08:00:00 40 2.426 14.060/6 0.4 146 1993/01/30 23:00:00 1993/01/31 00:00:00 2 2.426 14.16% 0.4 147 1995/01/23 22:00:00 1995/01/26 09:00:00 60 2.426 14.26% 0.4 148 2004/04/01 21:00:00 2004/04/01 22:00:00 2 2.426 14.350/6 0.39 149 2003/12/24 22:00:00 2003/12/25 19:00:00 22 2.405 14.450/6 0.39 150 2006/12/0922:00:00 2006/12/11 01:00:00 28 2.405 14.55% 0.39 151 1995/03/03 10:00:00 1995/03/06 05:00:00 68 2.403 14.65% 0.38 152 2006/03/10 15:00:00 2006/03/11 16:00:00 26 2.386 14.74% 0.38 153 1964/01/21 06:00:00 1964/01/22 17:00:00 36 2.326 14.84% 0.38 154 1964/11/17 12:00:00 1964/11/17 18:00:00 7 2.318 14.940/6 0.38 155 1978/03/09 16:00:00 1978/03/09 17:00:00 2 2.275 15.03% 0.37 156 1980/10/16 04:00:00 1980/10/16 06:00:00 3 2.275 15.13% 0.37 157 1982/04/01 09:00:00 1982/04/0117:00:00 9 2.275 15.23% 0.37 158 1983/04/20 03:00:00 1983/04/21 10:00:00 32 2.275 15.32% 0.37 159 1987/04/04 05:00:00 1987/04/04 16:00:00 12 2.275 15.42% 0.37 160 1988/08/24 04:00:00 1988/08/24 15:00:00 12 2.275 15.52% 0.36 161 1988/11/14 06:00:00 1988/11/14 08:00:00 3 2.275 15.62% 0.36 162 1991/03/20 07:00:00 1991/03/21 09:00:00 27 2.275 15.71% 0.36 163 1978/02/1112:00:00 1978/02/1323:00:00 60 2.274 15.81% 0.36 164 1982/12/0721:00:00 1982/12/0800:00:00 4 2.271 15.91% 0.35 165 1987/12/16 11:00:00 1987/12/1709:00:00 23 2.271 16.00% 0.35 166 1985/12/11 02:00:00 1985/12/11 09:00:00 8 2.271 16.10% 0.35 167 1985/11/29 05:00:00 1985/11/29 13:00:00 9 2.262 16.20% 0.35 168 1966/02/07 22:00:00 1966/02/07 23:00:00 2 2.261 16.29% 0.35 169 1988/12/20 22:00:00 1988/12/21 06:00:00 9 2.258 16.39% 0.34 170 1981/01/28 05:00:00 1981/01/28 14:00:00 10 2.257 16.49% 0.34 171 1990/01/16 23:00:00 1990/01/17 06:00:00 8 2.257 16.59% 0.34 172 1982/01/20 02:00:00 1982/01/2112:00:00 35 2.257 16.68% 0.34 173 1982/01/01 05:00:00 1982/01/0209:00:00 29 2.257 16.78% 0.34 174 1981/01/29 16:00:00 1981/01/30 11:00:00 20 2.257 16.88% 0.33 175 1997/01/15 14:00:00 1997/01/15 19:00:00 6 2.257 16.97% 0.33 176 1977/01/02 21:00:00 1977/01/03 04:00:00 8 2.257 17.07% 0.33 177 1980/03/05 22:00:00 1980/03/06 12:00:00 15 2.256 17.17% 0.33 178 1978/01/09 14:00:00 1978/01/10 23:00:00 34 2.252 17.26% 0.33 179 1965/12/29 17:00:00 1965/12/2920:00:00 4 2.251 17.36% 0.32 180 1985/11/24 14:00:00 1 1985/11/25 15:00:00 26 1 2.249 17.46% 0.32 2/27/2020 6:53 PM 4/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 181 1957/02128 17:00:00 1957/03/01 10:00:00 18 2.244 17.56% 0.32 182 1972/11/1609:00:00 1972/11/17 13:00:00 29 2.243 17.65% 0.32 183 1990/04/04 07:00:00 1990/04/04 12:00:00 6 2.237 17.75% 0.32 184 1984/10/17 05:00:00 1984/10/17 07:00:00 3 2.235 17.85% 0.32 185 1983/03/24 02:00:00 1983/03/25 08:00:00 31 2.235 17.940/6 0.31 186 1979/03/18 21:00:00 1979/03/21 06:00:00 58 2.234 18.04% 0.31 187 1956/04/12 20:00:00 1956/04/13 17:00:00 22 2.234 18.14% 0.31 188 1976/07/08 09:00:00 1976/07/08 14:00:00 6 2.232 18.23% 6.31 189 1988/04/14 17:00:00 1988/04/15 00:00:00 8 2.225 18.33% 0.31 190 - 1988/04/19 23:00:00 1988/04/21 07:00:00 33 2.225 18.43% 0.31 191 1986/09/23 23:00:00 1986/09/25 05:00:00 31 2.225 18.53% 0.3 192 1976/07/22 10:00:00 1976/07/22 13:00:00 4 2.221 18.62% 0.3 193 1974/12/0404:00:00 1974/12/04 13:00:00 10 2.199 18.72% 0.3 194 200211212007:00:00 2002112/2117:00:00 35 2.18 18.82% 0.3 195 1965/11/1609:00:00 1965/11/1618:00:00 10 2.174 18.91% 0.3 196 2001/02/25 07:00:00 2001/02/28 17:00:00 83 2.172 19.01% 0.3 197 1975/03/08 06:00:00 1975/03/08 13:00:00 8 2.167 19.11% 0.29 198 1965/03/31 12:00:00 1965/04/01 19:00:00 32 2.167 19.20% 0.29 199 1958/03/20 17:00:00 1958/03/22 11:00:00 43 2.157 19.30% 0.29 200 1957/03/16 09:00:00 1957/03/16 13:00:00 5 2.156 19.40% 0.29 201 1965/04/03 05:00:00 1965/04/04 19:00:00 39 2.151 19.50% 0.29 202 1958/09/23 21:00:00 1958/09/24 05:00:00 9 2.146 19.59% 0.29 203 1953/03/01 01:00:00 1953/03/02 00:00:00 24 2.123 19.69% 0.29 204 1963/04/26 02:00:00 1963/04/26 03:00:00 2 2.123 19.79% 0.28 205 1973/02/1511:00:00 1973/02/1512:00:00 2 2.123 19.88% 0.28 206 1993/03/25 23:00:00 1993/03/26 12:00:00 14 2.123 19.980/0 0.28 207 1994/03/19 02:00:00 1994/03/20 06:00:00 29 2.123 20.080/6 0.28 208 1956/01/25 15:00:00 1956/01/27 08:00:00 42 2.107 20.170/6 0.28 209 1955/01/10 03:00:00 1955/01/11 00:00:00 22 2.104 20.27% 0.28 210 1992/12/0707:00:00 1992/1210802:00:00 20 2.104 20.370/6 0.28 211 1998/01/29 08:00:00 1998/01/29 22:00:00 15 2.103 20.47% 0.28 212 1976/03/01 13:00:00 1976/03/01 19:00:00 7 2.1 20.56% 0.27 213 1960/01/25 20:00:00 1960/01/26 05:00:00 10 2.095 20.660/6 0.27 214 1960/11/05 20:00:00 1960/11/06 11:00:00 16 2.092 20.760/6 0.27 215 2004/02/02 23:00:00 2004/02/03 23:00:00 25 2.089 20.85% 0.27 216 1994/03/06 05:00:00 1994/03/07 08:00:00 28 2.081 20.95% 0.27 217 1995/04/18 09:00:00 1995/04/18 17:00:00 9 2.074 21.05% 0.27 218 2001/04/07 13:00:00 2001/04/07 19:00:00 7 2.073 21.14% 0.27 219 2007/08/26 10:00:00 2007/08/26 11:00:00 2 2.065 21.24% 0.27 220 1955/01/18 14:00:00 1955/01/19 07:00:00 18 2.043 21.34% 0.26 221 1954/12/09 21:00:00 1954/12/1009:00:00 13 2.023 21.44% 0.26 222 1960/01/14 16:00:00 1960/01/15 08:00:00 17 2.023 21.53% 0.26 223 1971/02/1621:00:00 1971/0211711:00:00 15 2.019 21.63% 0.26 224 1969/11/06 17:00:00 1969/11/07 10:00:00 18 2.019 21.73% 0.26 225 1965/04/07 03:00:00 1965/04/09 23:00:00 69 2.002 21.82% 0.26 226 1966/11/07 12:00:00 1966/11/07 20:00:00 9 1.965 21.92% 0.26 227 1 1951/12/28 18:00:00 1 1951/12/30 14:00:00 1 45 1 1.959 22.02% 10.26 2/27/2020 6:53 PM 5/23 Excel Engineering peakFlowstatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 228 1970/12/21 06:00:00 1970/12/22 04:00:00 23 1.951 22.11% 0.25 - 229 2002/12/1608:00:00 2002/12/1621:00:00 14 1.951 22.21% 0.25 230 1976/02/04 02:00:00 1976/02/10 12:00:00 155 1.951 22.31% 0.25 231 1959/12/09 21:00:00 1959/12/10 03:00:00 7 1.95 22.41% 0.25 232 1959/01/06 04:00:00 1959/01/06 08:00:00 5 1.947 22.50% 0.25 233 1966/01/30 07:00:00 1966/01/30 20:00:00 14 1.946 22.60% 0.25 234 1998/02/06 15:00:00 1998/02/08 22:00:00 56 1.943 22.70% 0.25 235 1962/03/18 16:00:00 1962/03/1904:00:00 13 1.928 22.79% 0.25 236 1952/12/30 19:00:00 1952/12/3110:00:00 16 1.896 22.89% 0.25 237 1957/01/28 01:00:00 1957/01/29 19:00:00 43 1.892 22.99% 0.25 238 1969/01/24 06:00:00 1969/01/26 20:00:00 63 1.891 23.08% 0.24 239 1997/12/0608:00:00 1997/12/07 17:00:00 34 1.875 23.18% 0.24 240 1951/11/22 22:00:00 1951/11/23 05:00:00 8 1.869 23.28% 0.24 241 1952/11/2300:00:00 1952/11/23 11:00:00 12 1.86 23.38% 0.24 242 1952/03/07 06:00:00 1952/03/0809:00:00 28 1.855 23.47% 0.24 243 1958/04/02 23:00:00 1958/04/04 09:00:00 35 1.847 23.57% 0.24 244 1958/04/06 17:00:00 1958/04/07 14:00:00 22 1.847 23.670/6 0.24 245 1993/01/06 00:00:00 1993/01/09 05:00:00 78 1.819 23.76% 0.24 246 1994/02/1708:00:00 1994/02/1714:00:00 7 1.813 23.860/6 0.24 247 1967/11/21 12:00:00 1967/11/21 13:00:00 2 1.803 23.960/6 0.24 248 2001/12/0909:00:00 2001/12/0920:00:00 12 1.8 24.05% 0.23 249 1996/10/30 12:00:00 1996/10/30 17:00:00 6 1.795 24.150/6 0.23 250 1963/02/09 15:00:00 1963/02/11 08:00:00 42 1.79 24.250/6 0.23 251 1969/03/21 11:00:00 1969/03/21 21:00:00 11 1.786 24.350/6 0.23 252 2000/03/04 17:00:00 2000/03/06 17:00:00 49 1.778 24.44% 0.23 253 1959/04/26 04:00:00 1959/04/26 07:00:00 4 1.777 24.540/6 0.23 254 1954/03/30 03:00:00 1954/03/30 07:00:00 5 1.777 24.640/6 0.23 255 1993/03/28 02:00:00 1993/03/28 03:00:00 2 1.773 24.73% 0.23 256 2006/03/28 21:00:00 2006/03/29 08:00:00 12 1.773 24.83% 0.23 257 1995/04/16 06:00:00 1995/04/17 04:00:00 23 1.769 24.93% 0.23 258 1960/09/11 02:00:00 1960/09/11 07:00:00 6 1.768 25.02% 0.23 259 1974/03/27 07:00:00 1974/03/27 08:00:00 2 1.744 25.12% 0.22 260 1951/12/11 22:00:00 1951/12/1206:00:00 9 1.725 25.22% 0.22 261 1957/01/05 07:00:00 1957/01/05 13:00:00 7 1.721 25.320/6 0.22 262 1987/02/23 14:00:00 1987/02/2523:00:00 58 1.717 25.41% 0.22 263 1973/02/11 06:00:00 1973/02/1303:00:00 46 1.714 25.51% 0.22 264 1965/02/0522:00:00 1965/02/0622:00:00 25 1.714 25.61% 0.22 265 1969/04/05 20:00:00 1969/04/05 21:00:00 2 1.693 25.70% 0.22 266 1973/02/28 01:00:00 1973/02/2807:00:00 7 1.668 25.80% 0.22 267 1973/03/05 08:00:00 1973/03/0509:00:00 2 1.668 25.90% 0.22 268 1970/11/30 03:00:00 1970/11/30 23:00:00 21 1.658 25.990/6 0.22 269 1958/02/25 06:00:00 1958/02/25 09:00:00 4 1.651 26.09% 0.22 270 1952/01/17 19:00:00 1952/01/18 10:00:00 16 1.646 26.19% 0.22 271 2001/11/24 09:00:00 2001/11/24 20:00:00 12 1.638 26.290/6 0.21 272 1960/11/12 23:00:00 1960/11/12 23:00:00 1 1.634 26.38% 0.21 273 1959/02/21 09:00:00 1959/02/22 00:00:00 16 1.592 26.48% 0.21 274 1962/02/1910:00:00 1 1962/02/21 06:00:00 1 45 1.592 1 26.58% 10.21 2/27/2020 6:53 PM 6/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 275 1957/12/05 02:00:00 1957/12/05 20:00:00 19 1.588 26.67% 0.21 276 1952/01/13 03:00:00 1952/01/13 14:00:00 12 1.588 26.77% 0.21 277 1952/02/29 18:00:00 1952/03/01 12:00:00 19 1.565 26.87% 0.21 278 1959/02/16 02:00:00 1959/02/16 20:00:00 19 1.563 26.96% 0.21 279 1974/03/07 23:00:00 1974/03/08 13:00:00 15 1.552 27.06% 0.21 280 1998/05/12 14:00:00 1998/05/12 18:00:00 5 1.536 27.16% 0.21 281 1951/08/28 06:00:00 1951/08/28 11:00:00 6 1.534 27.260/6 0.21 282 1953/02/2309:00:00 1953/02/2320:00:00 12 1.516 27.35% 0.21 283 1958/03/06 09:00:00 1958/03/07 00:00:00 16 1.516 27.45% 0.21 284 1977/03/24 21:00:00 1977/03/25 14:00:00 18 1.516 27.55% 0.2 285 1977/05/07 21:00:00 1977/05/0908:00:00 36 1.516 27.64% 0.2 286 1977105/24 04:00:00 1977/05/24 08:00:00 5 1.516 27.74% 0.2 287 1978/02/05 10:00:00 1978/02/06 16:00:00 31 1.516 27.84% 0.2 288 1979/02/14 03:00:00 1979/02/1405:00:00 3 1.516 27.93% 0.2 289 1981/02/25 19:00:00 1981/02/2523:00:00 5 1.516 28.03% 0.2 290 1982/01/10 19:00:00 1982/01/11 04:00:00 10 1.516 28.13% 0.2 291 1982/03/14 12:00:00 1982/03/1423:00:00 12 1.516 28.23% 0.2 292 1983/02/08 06:00:00 1983/02/08 06:00:00 1 1.516 28.32% 0.2 293 1983/03/06 05:00:00 1983/03/06 20:00:00 16 1.516 28.42% 0.2 294 1983/11/11 17:00:00 1983/11/13 00:00:00 32 1.516 28.52% 0.2 295 1983/12/09 16:00:00 1983/12/09 16:00:00 1 1.516 28.61% 0.2 296 1984/04/27 21:00:00 1984/04/2722:00:00 2 1.516 28.71% 0.2 297 1984/11/1308:00:00 1984/11/13 08:00:00 1 1.516 28.81% 0.2 298 1984/12/07 23:00:00 1984/12/0801:00:00 3 1.516 28.90% 0.2 299 1985/10/21 23:00:00 1985/10/21 23:00:00 1 1.516 29.00% .19 300 1986/01/31 18:00:00 1986/01/31 22:00:00 5 1.516 29.10% 0.19 301 1986/03/08 15:00:00 1986/03/08 23:00:00 9 1.516 29.19% 0.19 302 1986/10/09 19:00:00 1986/10/10 00:00:00 6 1.516 29.29% 0.19 303 1990/01/31 00:00:00 1990/01/31 01:00:00 2 1.516 29.39% 0.19 304 1991/10/26 23:00:00 1991/10/27 11:00:00 13 1.516 29.49% 0.19 305 1992/03/0801:00:00 1992/03/0810:00:00 10 1.516 29.58% 0.19 306 1992/03/27 05:00:00 1992/03/2705:00:00 1 1.516 29.68% 0.19 307 1994/01/24 22:00:00 1994/01/26 05:00:00 32 1.516 29.78% 0.19 308 1994/01/27 14:00:00 1994/01/27 14:00:00 1 1.516 29.87% 0.19 309 1996/02/25 08:00:00 1996/02/26 18:00:00 35 1.516 29.97% 0.19 310 2006/02/1722:00:00 2006/02/19 10:00:00 37 1.516 30.07% 0.19 311 1984/12/2613:00:00 1984/12/27 20:00:00 32 1.513 30.16% 0.19 312 1978/12/1622:00:00 1978/12/19 16:00:00 67 1.513 30.26% 0.19 313 1981/12/3006:00:00 1981/12/31 03:00:00 22 1.513 30.36% 0.19 314 1992/01/0707:00:00 1992/01/08 10:00:00 28 1.512 30.46% 0.19 315 1992/01/05 08:00:00 1992/01/0604:00:00 21 1.512 30.55% 0.18 316 1961/01/26 07:00:00 1961/01/26 15:00:00 9 1.512 30.65% 0.18 317 1995/01/07 11:00:00 1995/01/08 10:00:00 24 1.501 30.750/6 0.18 318 1976/12/30 13:00:00 1976/12/31 09:00:00 21 1.5 30.84% 0.18 319 1980/12/07 10:00:00 1980/12/07 12:00:00 3 1.5 30.94% 0.18 320 1984/12/16 02:00:00 1984/12/16 03:00:00 2 1.5 31.04% .18 321 1 1988/12/1508:00:00 1 1988/12/16 14:00:00 31 1 1.5 31.13% 10.18 2/27/2020 6:53 PM 7/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date j Duration Peak Frequency Return Period 322 1984/12/18 06:00:00 1984/12/20 03:00:00 46 1.5 31.23% 0.18 323 1983/12/03 14:00:00 1983/12/03 20:00:00 7 1.5 31.33% 0.18 324 1955/02/26 10:00:00 1955/02/27 20:00:00 35 1.499 31.43% 0.18 325 1972/01/18 21:00:00 1972/01/19 03:00:00 7 1.499 31.52% 0.18 326 1987/01/05 12:00:00 1987/01/07 05:00:00 42 1.499 31.62% 0.18 327 1980/01/17 18:00:00 1980/01/19 01:00:00 32 1.498 31.72% 0.18 328 1977/01/05 13:00:00 1977/01/07 06:00:00 42 1.498 31.81% 0.18 329 1982/01/28 16:00:00 1982/01/29 00:00:00 9 1.498 31.91% 0.18 330 1986/01/30 02:00:00 1986/01/30 12:00:00 11 1.498 32.01% 0.18 331 1982/01/05 04:00:00 1982/01/05 16:00:00 13 1.498 32.10% 0.18 332 1977/12/17 23:00:00 1977/12/1806:00:00 8 1.495 32.20% 0.18 333 1997/01/25 18:00:00 1997/01/27 06:00:00 37 1.494 32.30% 0.17 334 1959/12/20 23:00:00 1959/12/2110:00:00 12 1.494 32.40% 0.17 335 1978/01/19 05:00:00 1978/01/19 11:00:00 7 1.494 32.49% 0.17 336 1979/01/30 17:00:00 1979/02/0218:00:00 74 1.494 32.591/6 0.17 337 1981/02/08 16:00:00 1981/02/0906:00:00 15 1.492 32.69% 0.17 338 1992/02/0606:00:00 1992/02/07 11:00:00 30 1.492 32.78% 0.17 339 1985/02/0904:00:00 1985/02/09 12:00:00 9 1.492 32.88% 0.17 340 1982/02/0918:00:00 1982/02/1019:00:00 26 1.492 32.98% 0.17 341 1978/11/21 16:00:00 1978/11/22 00:00:00 9 1.491 33.07% 0.17 342 1984/11/24 15:00:00 1984/11/24 20:00:00 6 1.49 33.17% 0.17 343 1994/02/07 02:00:00 1994/02/08 06:00:00 29 1.489 33.27% 0.17 344 2005/02/11 01:00:00 2005/02/13 07:00:00 55 1.489 33.37% 0.17 345 1957/10/13 23:00:00 1957/10/14 07:00:00 9 1.489 33.46% 0.17 346 1979/02/21 00:00:00 1979/02/21 06:00:00 7 1.489 33.560/6 0.17 347 1969/02/1807:00:00 1969/02/1815:00:00 9 1.488 33.66% 0.17 348 1986/03/10 05:00:00 1986/03/11 03:00:00 23 1.488 33.75% 0.17 349 1982/11/0914:00:00 1982/11/10 22:00:00 33 1.488 33.851/6 0.17 350 1969/02/20 01:00:00 1969/02/20 04:00:00 4 1.486 33.950/6 0.17 351 2006/02/27 18:00:00 2006/02/28 10:00:00 17 1.486 34.04% 0.17 352 1996/02/2006:00:00 1996/02/21 23:00:00 42 1.485 34.14% 0.17 353 1972/11/11 03:00:00 1972/11/1110:00:00 8 1.485 34.24% 0.16 354 1973/03/08 10:00:00 1973/03/08 15:00:00 6 1.48 34.34% 0.16 355 1981/02/2811:00:00 1981/03/03 01:00:00 63 1.476 34.43% 0.16 356 1981/03/05 01:00:00 1981/03/05 20:00:00 20 1.476 34.53% 0.16 357 1983/03/21 03:00:00 1983/03/2220:00:00 42 1.476 34.63% 0.16 358 1979/03/01 07:00:00 1979/03/01 17:00:00 11 1.476 34.72% 0.16 359 1983/03/17 01:00:00 1983/03/19 00:00:00 48 1.476 34.82% 0.16 360 1979/03/27 03:00:00 1979/03/28 09:00:00 31 1.476 34.92% 0.16 361 1978/03/11 17:00:00 1978/03/12 10:00:00 18 1.475 35.01% 0.16 362 1973/03/11 04:00:00 1973/03/1209:00:00 30 1.475 35.11% 0.16 363 1989/03/2509:00:00 1989/03/2605:00:00 21 1.475 35.21% 0.16 364 1992/03/0205:00:00 1992/03/0219:00:00 15 1.475 35.31% 0.16 365 1980/03/10 14:00:00 1980/03/10 16:00:00 3 1.475 35.40% 0.16 366 1980/03/25 21:00:00 1980/03/26 00:00:00 4 1.475 35.50% 6.16 367 1964/03/22 22:00:00 1964/03/23 22:00:00 25 1.475 35.60% 0.16 368 1976/04/15 14:00:00 1976/04/16 10:00:00 1 21 1.469 35.69% 0.16 2/27/2020 6:53 PM 8/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 369 1983/04/18 01:00:00 1983/04/1808:00:00 8 1.468 35.79% 0.16 370 1982/09/26 02:00:00 1982/09/26 16:00:00 15 1.467 35.890/6 0.16 371 1980/04/22 10:00:00 1980/04/23 04:00:00 19 1.467 35.98% 0.16 372 1983/04/2905:00:00 1983/04/30 01:00:00 21 1.467 36.080/6 0.16 373 1975/04/1703:00:00 1975/04/17 08:00:00 6 1.464 36.180/6 0.16 374 1976/08/3009:00:00 1976/08/30 12:00:00 4 1.463 36.280/6 0.16 375 2000/04/17 17:00:00 2000/04/18 09:00:00 17 1.462 36.37% 0.16 376 1976/07/15 11:00:00 1976/07/15 16:00:00 6 1.462 36.47% 0.15 377 1967/04/1819:00:00 1967/04/19 20:00:00 26 1.441 36.57% 0.15 378 1974/01/07 13:00:00 1974/01/08 13:00:00 25 1.423 36.66% 0.15 379 1957/12/16 13:00:00 1957/12/1705:00:00 17 1.419 36.76% 0.15 380 1963/11/15 15:00:00 1963/11/15 19:00:00 5 1.412 36.860/6 0.15 381 1971/02/2303:00:00 1971/02/2304:00:00 2 1.411 36.95% 0.15 382 2000/02/20 11:00:00 2000/02/21 20:00:00 34 1.41 37.050/6 0.15 383 1957/10/30 23:00:00 1957/10/31 02:00:00 4 1.397 37.150/9 0.15 384 1998/01/09 11:00:00 1998/01/10 18:00:00 32 1.341 37.250/6 0.15 385 1962/01/1300:00:00 1962/01/1301:00:00 2 1.336 37.34% 0.15 386 1955/02/16 18:00:00 1955/02/17 10:00:00 17 1.335 37.44% 0.15 387 1973/02/0704:00:00 1973/02/07 04:00:00 1 1.334 37.54% 0.15 388 1970/03/04 21:00:00 1970/03/05 01:00:00 5 1.327 37.63% 0.15 389 1954/03/24 19:00:00 1954/03/25 04:00:00 10 1.322 37.73% 0.15 390 1964/10/15 11:00:00 1964/10/15 12:00:00 2 1.318 37.83% 0.15 391 1958/03/27 13:00:00 1958/03/27 15:00:00 3 1.318 37.920/6 0.15 392 1965/11/14 10:00:00 1965/11/15 09:00:00 24 1.266 38.02% 0.15 393 1956/01/31 09:00:00 1956/01/31 11:00:00 3 1.265 38.12% 0.15 394 1962/02/07 19:00:00 1962/02/0904:00:00 34 1.263 38.22% 0.15 395 1966/10/10 12:00:00 1966/10/10 14:00:00 3 1.252 38.31% 0.15 396 1953/10/22 06:00:00 1953/10/22 09:00:00 4 1.247 38.41% 0.15 397 1998/03/25 14:00:00 1998/03/26 18:00:00 29 1.246 38.51% 0.15 398 1998/03/31 14:00:00 1998/04/01 17:00:00 28 1.246 38.60% 0.15 399 1957/04/20 14:00:00 1957/04/20 17:00:00 4 1.245 38.70% 0.15 400 1952/04/1010:00:00 1952/04/1022:00:00 13 1.24 38.80% 0.15 401 1955/04/22 01:00:00 1955/04/22 09:00:00 9 1.24 38.89% 0.15 402 1955/04/30 19:00:00 1955/05/02 10:00:00 40 1.237 38.99% 0.14 403 1964/12/31 21:00:00 1964/12/31 22:00:00 2 1.213 39.09% 0.14 404 1992/12/18 01:00:00 1992/12/18 01:00:00 1 1.213 39.19% 0.14 405 1995/01/16 10:00:00 1995/01/16 10:00:00 1 1.213 39.28% 0.14 406 1996/01/21 18:00:00 1996/01/22 07:00:00 14 1.213 39.38% 0.14 407 1999/09/18 16:00:00 1999/09/18 16:00:00 1 1.213 39.480/6 0.14 408 2000/10/26 08:00:00 2000/10/27 09:00:00 26 1.213 39.57% 0.14 409 2000/11/30 08:00:00 2000/11/30 08:00:00 1 1.213 39.67% 0.14 410 2004/10/17 05:00:00 2004/10/17 07:00:00 3 1.213 39.770/6 0.14 411 2004/11/21 06:00:00 2004/11/21 07:00:00 2 1.213 39.860/6 0.14 412 2005/09/20 04:00:00 2005/09/20 05:00:00 2 1.213 39.960/6 - .14 413 2005/10/16 17:00:00 2005/10/18 10:00:00 42 1.213 40.060/6 - .14 414 2006/03/21 01:00:00 2006/03/21 04:00:00 4 1.213 40.160/6 0.14 415 1 2006/04/04 16:00:00 2006/04/05 07:00:00 1 16 1.213 1 40.25% 10.14 2/27/2020 6:53 PM 9/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 416 2006/12/2707:00:00 200611212707:00:00 1 1.213 40.35% 0.14 417 1965/01/24 05:00:00 1965/01124 08:00:00 4 1.202 40.45% 0.14 418 1957/01/07 08:00:00 1957/01/08 09:00:00 26 1.199 40.54% 0.14 419 1992/12/27 18:00:00 1992/12/2803:00:00 10 1.199 40.64% 0.14 420 1966/02/06 10:00:00 1966/02/06 17:00:00 8 1.196 40.740/6 0.14 421 1996/12/09 15:00:00 1996/12/12 03:00:00 61 1.195 40.83% 0.14 422 1952/12/20 09:00:00 1952/12/20 13:00:00 5 1.194 40.93% 0.14 423 1996/02127 20:00:00 1996/02127 21:00:00 2 1.192 41.03% 0.14 424 1996/01/31 03:00:00 1996/02/01 08:00:00 30 1.191 41.13% 0.14 425 2006/01/01 22:00:00 2006/01/03 02:00:00 29 1.191 41.22% 0.14 426 1961/11/20 15:00:00 1961/11/20 17:00:00 3 1.19 41.32% 0.14 427 1954/01/12 00:00:00 1954/01/13 05:00:00 30 1.188 41.42% 0.14 428 2007/02/28 04:00:00 2007/03/01 00:00:00 21 1.187 41.51% 0.14 429 1998/1210116:00:00 1998/1210118:00:00 3 1.186 41.61% 0.14 430 2000/02/1115:00:00 2000/0211417:00:00 75 1.183 41.71% 0.14 431 1995/0211322:00:00 1995/02/14 20:00:00 23 1.183 41.80% 0.14 432 2007/0211111:00:00 2007/02/1112:00:00 2 1.179 41.90% 0.13 433 1999/03/25 13:00:00 1999/03/25 19:00:00 7 1.176 42.00% 0.13 434 1955/03/10 22:00:00 1955/03/11 02:00:00 5 1.172 42.10% 0.13 435 1975/03/10 11:00:00 1975/03/11 15:00:00 29 1.17 42.19% 0.13 436 2004/03/01 23:00:00 2004/03/02 04:00:00 6 1.17 42.29% 0.13 437 1963/03/28 10:00:00 1963/03/28 12:00:00 3 1.166 42.39% 0.13 438 1967/04/21 20:00:00 1967/04/22 00:00:00 5 1.165 42.48% 0.13 439 2006/05/22 03:00:00 2006/05/22 07:00:00 5 1.16 42.58% 0.13 440 1995/06/15 21:00:00 1995/06/17 00:00:00 28 1.158 42.68% 0.13 441 1952/03/12 21:00:00 1952103/1308:00:00 12 1.137 42.77% 0.13 442 1967/11/26 18:00:00 1967/11/26 18:00:00 1 1.137 42.87% 0.13 443 1969/0212202:00:00 1969/0212211:00:00 10 1.137 42.97% 0.13 444 1971/10/16 05:00:00 1971/10/17 08:00:00 28 1.137 43.06% 0.13 445 1974/05/19 08:00:00 1974/05/19 08:00:00 1 1.137 43.16% 0.13 446 1964/1212706:00:00 1964/12/28 15:00:00 34 1.121 43.26% 0.13 447 1962/02/15 18:00:00 196210211619:00:00 26 1.118 43.36% 0.13 448 1955/01/16 07:00:00 1955/01/16 15:00:00 9 1.115 43.45% 0.13 449 1975/11/27 16:00:00 1975/11/28 22:00:00 31 1.112 43.55% 0.13 450 1955/11/14 05:00:00 1955/11/14 08:00:00 4 1.107 43.65% 0.13 451 1954/03/21 14:00:00 1954/03/23 16:00:00 51 1.099 43.74% 0.13 452 1953/04/20 10:00:00 1953/04/20 10:00:00 1 1.085 43.84% 0.13 453 1957/06/10 01:00:00 1957/06/10 04:00:00 4 1.08 43.94% 0.13 454 1958/05/11 09:00:00 1958/05/11 15:00:00 7 1.079 44.03% 0.13 455 1973/03/06 11:00:00 1973/03/07 00:00:00 14 1.061 44.13% 0.13 456 1968/02/13 03:00:00 1968/02/13 10:00:00 8 1.042 44.23% 0.13 457 195211212807:00:00 195211212817:00:00 11 1.04 44.33% 0.13 458 1967/01/24 12:00:00 1967/01/24 23:00:00 12 1.04 44.42% 0.13 459 1960/11/26 16:00:00 1960/11/26 20:00:00 5 1.039 44.52% 0.13 460 1971/12/27 14:00:00 1971/12/28 14:00:00 25 1.034 44.62% 0.13 461 1998/02/19 13:00:00 1998/02/19 18:00:00 6 1.031 44.71% 0.13 462 1 1970/0211002:00:00 1970/02/11 03:00:00 1 26 1.031 44.81% 0.13 2/27/2020 6:53 PM 10/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 463 1968/11/14 17:00:00 1968/11/14 22:00:00 6 1.026 44.91% 0.13 464 1974/03/02 08:00:00 1974/03/02 11:00:00 4 1.02 45.00% 0.13 465 1953/04/27 19:00:00 1953/04/27 23:00:00 5 1.011 45.10% 0.13 466 1963/04/17 04:00:00 1963/04/17 11:00:00 8 1.011 45.20% 0.12 467 1957/04/18 01:00:00 1957/04/18 02:00:00 2 1.011 45.30% 0.12 468 1998/04/11 15:00:00 1998/04/11 17:00:00 3 1.01 45.39% 0.12 469 1963/09/04 06:00:00 1963/09/04 11:00:00 6 1.009 45.490/6 0.12 470 1960/03/13 04:00:00 1960/03/13 04:00:00 1 0.986 45.59% 0.12 471 1965/12/14 15:00:00 1965/12/16 08:00:00 42 0.968 45.68% 0.12 472 1975/12/20 13:00:00 1975/12/20 19:00:00 7 0.966 45.78% 0.12 473 1969/01/2801:00:00 1969/01/28 23:00:00 23 0.963 45.88% 0.12 474 1957/01/26 04:00:00 1957/01/26 09:00:00 6 0.961 45.97% 0.12 475 1961/11/25 01:00:00 1961/11/25 20:00:00 20 0.961 46.07% 0.12 476 1971/01/12 19:00:00 1971/01/13 07:00:00 13 0.958 46.17% 0.12 477 1956/02/23 09:00:00 1956/02/24 12:00:00 28 0.952 46.27% 0.12 478 1974/10/28 08:00:00 1974/10/29 10:00:00 27 0.949 46.36% 0.12 479 2001/03/06 14:00:00 2001/03/07 17:00:00 28 0.943 46.46% 0.12 480 1971/03/13 07:00:00 1971/03/13 07:00:00 1 0.939 46.560/6 0.12 481 1976/04/04 03:00:00 1976/04/0501:00:00 23 0.932 46.65% 0.12 482 1951/10/08 07:00:00 1951/10/08 07:00:00 1 0.91 46.75% 0.12 483 1957/01/20 17:00:00 1957/01/20 18:00:00 2 0.91 46.85% 0.12 484 1962/03/06 06:00:00 1962/03/06 20:00:00 15 0.91 46.94% 0.12 485 1976/03/03 00:00:00 1976/03/03 02:00:00 3 0.91 47.04% 0.12 486 1992/12/29 12:00:00 1992/12/29 18:00:00 7 0.91 47.14% 0.12 487 1993/01/10 11:00:00 1993/01/10 13:00:00 3 0.91 47.24% 0.12 488 1995/05/01 12:00:00 1995/05/01 12:00:00 1 0.91 47.33% 0.12 489 1995/12/23 09:00:00 1995/12/23 10:00:00 2 0.91 47.43% 0.12 490 1996/10/01 10:00:00 1996/10/01 10:00:00 1 0.91 47.53% 0.12 491 1998/11/28 06:00:00 1998/11/29 00:00:00 19 0.91 47.62% 0.12 492 1999/01/31 10:00:00 1999/01/31 10:00:00 1 0.91 47.72% 0.12 493 1999/06/02 01:00:00 1999/06/02 03:00:00 3 0.91 47.820/6 0.12 494 1999/06/03 23:00:00 1999/06/04 00:00:00 2 0.91 47.91% 0.12 495 2000/10/30 23:00:00 2000/10/30 23:00:00 1 0.91 48.01% 0.12 496 2004/04/17 13:00:00 2004/04/17 13:00:00 1 0.91 48.11% 0.12 497 1972/12/04 13:00:00 1972/12/04 18:00:00 6 0.896 48.21% 0.12 498 1998/12/0605:00:00 1998/12/0606:00:00 2 0.896 48.30% 0.12 499 2004/12/04 13:00:00 2004/12/05 17:00:00 29 0.891 48.40% 0.12 500 1996/12/27 15:00:00 1996/12/2805:00:00 15 0.891 48.50% 0.12 501 1970/01/16 06:00:00 1970/01/16 21:00:00 16 0.89 48.590/6 0.12 502 1997/01/23 06:00:00 1997/01/23 21:00:00 16 0.89 48.69% 0.12 503 1952/01/2503:00:00 1952/01/2511:00:00 9 0.89 48.79% 0.12 504 1995/01/21 02:00:00 1995/01/21 04:00:00 3 0.89 48.88% 0.12 505 1999/02/0408:00:00 1999/02/05 06:00:00 23 0.888 48.98% 0.12 506 1971/12/2205:00:00 1971/12/2222:00:00 18 0.888 49.08% 0.12 507 2007/12/18 21:00:00 2007/12/19 14:00:00 18 0.887 49.18% 0.11 508 2007/12/07 04:00:00 2007/12/09 01:00:00 46 0.886 49.27% 0.11 509 1 1964/11/09 12:00:00 1964/11/09 14:00:00 3 0.885 49.37% 0.11 2/27/2020 6:53 PM 11/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 510 2008/02/24 06:00:00 2008/02/24 12:00:00 7 0.883 49.470/6 0.11 511 1993/02/23 17:00:00 1993/02124 07:00:00 15 0.883 49.560/6 0.11 512 1993/12/1116:00:00 1993/12/1200:00:00 9 0.883 49.660/6 0.11 513 1994/11/10 10:00:00 1994/11/10 13:00:00 4 0.883 49.76% 0.11 514 1996/01/16 19:00:00 1996/01/16 22:00:00 4 0.882 49.850/6 0.11 515 1960/11/03 18:00:00 1960/11/03 20:00:00 3 0.879 49.95% 0.11 516 2007/02/22 21:00:00 2007/02/22 21:00:00 1 0.876 50.05% 0.11 517 2005/03/22 19:00:00 2005/03/22 22:00:00 4 0.868 50.15% 0.11 518 1995/03/21 10:00:00 1995/03/21 15:00:00 6 0.867 50.24% 0.11 519 2001/03/10 15:00:00 2001/03/10 18:00:00 4 0.867 50.34% 0.11 520 1996/03/12 16:00:00 1996/03/13 09:00:00 18 0.867 50.44% 0.11 521 1999/04/1119:00:00 1999/04/12 03:00:00 9 0.86 50.53% 0.11 522 1951/10/10 23:00:00 1951/10/10 23:00:00 1 0.834 50.63% 0.11 523 1952/04/07 22:00:00 1952/04/08 04:00:00 7 0.834 50.73% 0.11 524 1958/11/11 05:00:00 1958/11/11 05:00:00 1 0.834 50.82% 0.11 525 1954/01/24 08:00:00 1954/01/25 09:00:00 26 0.817 50.92% 0.11 526 1960/01/10 09:00:00 1960/01/10 18:00:00 10 0.814 51.02% 0.11 527 1974/1212806:00:00 1974/12/29 09:00:00 28 0.813 51.12% 0.11 528 1969/01/13 19:00:00 1969/01/14 12:00:00 18 0.812 51.21% 0.11 529 1997/12/18 15:00:00 1997/12/18 18:00:00 4 0.81 51.31% 0.11 530 1969/1210823:00:00 1969/12/09 01:00:00 3 0.808 51.41% 0.11 531 1955/01/01 22:00:00 1955/01/02 04:00:00 7 0.808 51.50% 0.11 532 1973/01/09 11:00:00 1973/01/10 00:00:00 14 0.806 51.60% 0.11 533 1959/0210802:00:00 1959/0210819:00:00 18 0.805 51.70% 0.11 534 1960/02/0821:00:00 1960/02/1007:00:00 35 0.805 51.79% 0.11 535 1963/02/14 09:00:00 1963/02/1411:00:00 3 0.804 51.89% 0.11 536 1975/02103 07:00:00 1975/02104 11:00:00 29 0.804 51.99% 0.11 537 1998/03/13 16:00:00 1998/03/14 17:00:00 26 0.791 52.09% 0.11 538 1965/03/06 22:00:00 1965/03/06 22:00:00 1 0.791 52.18% 0.11 539 1951/10/15 09:00:00 1951/10/15 09:00:00 1 0.758 52.28% 0.11 540 1955/01/30 22:00:00 1955/01/31 06:00:00 9 0.758 52.38% 0.11 541 1965/12/12 18:00:00 1965/12/1310:00:00 17 0.758 52.47% 0.11 542 1966/01/19 23:00:00 1966/01/19 23:00:00 1 0.758 52.57% 0.11 543 1967/03/29 06:00:00 1967/03/29 06:00:00 1 0.758 52.67% 0.11 544 1967/03/31 10:00:00 1967/03/31 12:00:00 3 0.758 52.76% 0.11 545 1969/03/13 01:00:00 1969/03/13 04:00:00 4 0.758 52.86% 0.11 546 1970/04/27 10:00:00 1970/04/27 10:00:00 1 0.758 52.96% 0.11 547 1971/12/04 01:00:00 1971/1210402:00:00 2 0.758 53.060/6 0.1 548 1972/01/09 08:00:00 1972101/0908:00:00 1 0.758 53.15% 0.1 549 1973/11/17 03:00:00 1973/11/18 21:00:00 43 0.758 53.250/6 0.1 550 1973/12/0118:00:00 1973/1210118:00:00 1 0.758 53.35% 0.11 551 1974/01/01 04:00:00 1974/01/01 06:00:00 3 0.758 53.44% 0.11 552 1975/02109 05:00:00 1975/02110 00:00:00 20 0.758 53.540/6 0.11 553 1975/03/22 08:00:00 1975/03/22 09:00:00 2 0.758 53.64% 0.11 554 1976/05/07 00:00:00 1976/05/07 00:00:00 1 0.758 53.73% 0.11 555 1976/06/01 08:00:00 1976/06/01 08:00:00 1 0.758 53.83% 0.11 556 1976/06/10 09:00:00 1 1976/06/10 09:00:00 1 1 0.758 1 53.93% 10.1 2/27/2020 6:53 PM 12/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 557 1976/06/30 16:00:00 1976/06/30 16:00:00 1 0.758 54.03% 0.1 558 1976/07/26 23:00:00 1976/07/2700:00:00 2 0.758 54.12% 0.1 559 1976/11/12 00:00:00 1976/11/12 05:00:00 6 0.758 54.22% 0.1 560 1976/11/27 10:00:00 1976/11/27 10:00:00 1 0.758 54.32% 0.1 561 1977/01/26 00:00:00 1977/01/2600:00:00 1 0.758 54.41% 0.1 562 1977/01/29 01:00:00 1977/01/29 02:00:00 2 0.758 54.51% 0.1 563 1977/02/22 01:00:00 1977/02/22 04:00:00 4 0.758 54.61% 0.1 564 1977/02/24 14:00:00 1977/02/24 22:00:00 9 0.758 54.70% 0.1 565 1977/03/16 12:00:00 1977/03/20 10:00:00 95 0.758 54.80% 0.1 566 1977/03/21 10:00:00 1977/03/21 10:00:00 0.758 54.90% 0.1 567 1977/03/22 12:00:00 1977/03/22 12:00:00 0.758 55.00% 0.1 568 1977/05/12 09:00:00 1977/05/12 09:00:00 0.758 55.09% 0.1 569 1977/07/14 08:00:00 1977/07/14 08:00:00 0.758 55.19% 0.1 570 1977/07/15 14:00:00 1977/07/15 14:00:00 0.758 55.29% 0.1 571 1977/07/20 09:00:00 1977/07/20 09:00:00 0.758 55.389/6 0.1 572 1977/07/22 11:00:00 1977/07/22 11:00:00 0.758 55.480/6 0.1 573 1977/07/27 12:00:00 1977/07/27 12:00:00 0.758 55.58% 0.1 574 1977/09/05 06:00:00 1977/09/0506:00:00 0.758 55.670/6 0.1 575 1977/09/09 21:00:00 1977/09/09 21:00:00 0.758 55.770/9 0.1 576 1977/10/05 18:00:00 1977/10/05 18:00:00 0.758 55.87% 0.1 577 1977/12/23 03:00:00 1977/12/23 03:00:00 0.758 55.97% 0.1 578 1977/12/2516:00:00 1977/12/2621:00:00 30 0.758 56.060/6 0.1 579 1978/01/30 10:00:00 1978/01/30 22:00:00 13 0.758 56.16% 0.1 580 1978/03/22 14:00:00 1978/03/23 13:00:00 24 0.758 56.26% 0.1 581 1978/04/02 18:00:00 1978/04/02 18:00:00 1 0.758 56.35% 0.1 582 1978/04/07 01:00:00 1978/04/0701:00:00 1 0.758 56.450/6 0.1 583 1978/04/08 11:00:00 1978/04/08 16:00:00 6 0.758 56.55% 0.1 584 1978/04/15 19:00:00 1978/04/15 20:00:00 2 0.758 56.640/6 0.1 585 1978/04/25 16:00:00 1978/04/25 16:00:00 1 0.758 56.74% 0.1 586 1978/09/16 11:00:00 1978/09/16 11:00:00 1 0.758 56.841/6 0.1 587 1978/11/10 15:00:00 1978/11/1209:00:00 43 0.758 56.94% 0.1 588 1978/11/13 20:00:00 1978/11/13 20:00:00 1 0.758 57.03% 0.1 589 1978/11/1509:00:00 1978/11/1509:00:00 1 0.758 57.13% 0.1 590 1978/11/24 08:00:00 1978/11/24 12:00:00 5 0.758 57.23% 0.1 591 1978/12/0118:00:00 1978/12/0118:00:00 1 0.758 57.32% 0.1 592 1979/01/09 10:00:00 1979/01/09 13:00:00 4 0.758 57.42% 0.1 593 1979/01/17 10:00:00 1979/01/19 03:00:00 42 0.758 57.52% 0.1 594 1979/01/25 14:00:00 1979/01/25 14:00:00 1 0.758 57.61% 0.1 595 1979/02/23 01:00:00 1979/02/23 04:00:00 L 0.758 57.71% 0.1 596 1979/05/07 10:00:00 1979/05/07 10:00:00 0.758 57.81% 0.1 597 1979/08/19 14:00:00 1979/08/19 14:00:00 0.758 57.90% 0.1 598 1979/10/04 22:00:00 1979/10/04 22:00:00 0.758 58.00% 0.1 599 1979/10/20 01:00:00 1979/10/20 15:00:00 15 0.758 58.10% 0.1 600 1979/11/04 22:00:00 1979/11/04 22:00:00 1 0.758 58.20% 0.1 601 1979/11/12 11:00:00 1979/11/12 11:00:00 1 0.758 58.29% 0.1 602 1979/12/21 05:00:00 1979/12/2111:00:00 7 0.758 58.39% 0.1 603 1979/12/25 09:00:00 1 1979/12/25 09:00:00 1 1 0.758 1 58.49% 10.1 2/27/2020 6:53 PM 13/23 Excel Engineering pea kFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 604 1980/01/07 07:00:00 1980/01/07 07:00:00 1 0.758 58.58% 0.1 605 1980/01/14 00:00:00 1980/01/14 00:00:00 1 0.758 58.68% 0.1 606 1980/03/18 16:00:00 1980/03/18 16:00:00 1 0.758 58.78% 0.1 607 1980/03/21 09:00:00 1980/03/21 22:00:00 14 0.758 58.87% 0.1 608 1980/04/01 15:00:00 1980/04/01 15:00:00 1 0.758 58.97% 0.1 609 1980/04/21 02:00:00 1980/04/21 02:00:00 1 0.758 59.070/6 0.1 610 1980/04/28 15:00:00 1980/04/29 08:00:00 18 0.758 59.17% 0.1 611 1980/05/02 10:00:00 1980/05/02 10:00:00 1 0.758 59.26% 0.1 612 1980/05/08 10:00:00 1980/05/08 10:00:00 1 0.758 59.360/6 0.1 613 1980/05/09 12:00:00 1980/05/09 12:00:00 1 0.758 59.460/6 0.1 614 1980/05/10 12:00:00 1980/05/10 12:00:00 1 0.758 59.550/6 0.09 615 1980/12/04 10:00:00 1980/12/05 08:00:00 23 0.758 59.650/6 0.09 616 1981/01/11 06:00:00 1981/01/11 06:00:00 1 0.758 59.750/6 0.09 617 1981/01/12 10:00:00 1981/01/12 10:00:00 1 0.758 59.84% 0.09 618 1981/03/10 17:00:00 1981/03/10 17:00:00 1 0.758 59.94% 0.09 619 1981/03/14 12:00:00 1981/03/14 12:00:00 1 0.758 60.04% 0.09 620 1981/03/18 16:00:00 1981/03/18 16:00:00 1 0.758 60.14% 0.09 621 1981/04/02 04:00:00 1981/04/02 09:00:00 6 0.758 60.23% 0.09 622 1981/04/18 20:00:00 1981/04/19 05:00:00 10 0.758 60.33% 0.09 623 1981/04/26 17:00:00 1981/04/26 17:00:00 1 0.758 60.43% 0.09 624 1981/05/01 11:00:00 1981/05/01 11:00:00 1 0.758 60.52% 0.09 625 1981/10/11 06:00:00 1981/10/11 06:00:00 1 0.758 60.62% 0.09 626 1981/11/16 12:00:00 1981/11/16 12:00:00 1 0.758 60.72% 0.09 627 1981/12/21 01:00:00 1981/12/21 01:00:00 1 0.758 60.81% 0.09 628 1982/02/08 12:00:00 1982/02/08 12:00:00 1 0.758 60.91% 0.09 629 1982/02/1701:00:00 1982/02/1701:00:00 1 0.758 61.01% 0.09 630 1982/03/25 20:00:00 1982/03/26 04:00:00 9 0.758 61.11% 0.09 631 1982/03/2819:00:00 1982/03/2901:00:00 7 0.758 61.20% 0.09 632 1982/04/0411:00:00 1982/04/04 11:00:00 1 0.758 61.30% 0.09 633 1982/04/1119:00:00 1982/04/11 19:00:00 1 0.758 61.40% 0.09 634 1982/05/06 13:00:00 1982/05/06 13:00:00 1 0.758 61.490/6 0.09 635 1982/06/17 12:00:00 1982/06/17 12:00:00 1 0.758 61.59% 0.09 636 1982/09/15 06:00:00 1982/09/15 06:00:00 1 0.758 61.69% 0.09 637 1982/09/16 10:00:00 1982/09/17 12:00:00 27 0.758 61.78% 0.09 638 1982/10/26 06:00:00 1982/10/26 06:00:00 1 0.758 61.88% 0.09 639 1982/11/1823:00:00 1982/11/1907:00:00 9 0.758 61.980/6 0.09 640 1982/11/2009:00:00 1982/11/2009:00:00 1 0.758 62.080/6 0.09 641 1982/11/29 10:00:00 1982/11/30 13:00:00 28 0.758 62.17% 0.09 642 1982/12/29 18:00:00 1982/12/29 20:00:00 3 0.758 62.27% 0.09 643 1983/01/05 08:00:00 1983/01/05 08:00:00 1 0.758 62.37% 0.09 644 1983/01/17 05:00:00 1983/01/17 05:00:00 1 0.758 62.460/6 0.09 645 1983/01/18 10:00:00 1983/01/19 09:00:00 24 0.758 62.560/6 0.09 646 1983/01/22 14:00:00 1983/01/23 12:00:00 23 0.758 62.66% 0.09 647 1983/01/24 18:00:00 1983/01/25 16:00:00 23 0.758 62.75% 0.09 648 1983/02/02 14:00:00 1983/02/03 16:00:00 27 0.758 62.85% 0.09 649 1983/02/06 11:00:00 1983/02/0705:00:00 19 0.758 62.95% 0.09 650 1 1983/02/23 23:00:00 1 1983/02/24 22:00:00 24 0.758 63.05% 0.09 2/27/2020 6:53 PM 14/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 651 1983/03/28 07:00:00 1983/03/28 07:00:00 1 0.758 63.14% 0.09 652 1983/04/12 06:00:00 1983/04/13 08:00:00 27 0.758 63.24% 0.09 653 1983/05/01 08:00:00 1983/05/02 07:00:00 24 0.758 63.34% 0.09 654 1983/05/06 08:00:00 1983/05/06 08:00:00 1 0.758 63.43% 0.09 655 1983/08/06 04:00:00 1983/08/06 04:00:00 1 0.758 63.53% 0.09 656 1983/08/18 07:00:00 1983/08/18 10:00:00 4 0.758 63.63% 0.09 657 1983/10/07 08:00:00 1983/10/08 02:00:00 19 0.758 63.72% 0.09 658 1983/11/17 23:00:00 1983/11/17 23:00:00 1 0.758 63.82% 0.09 659 1983/11/20 07:00:00 1983/11/20 19:00:00 13 0.758 63.92% 0.09 660 1983/12/15 13:00:00 1983/12/15 13:00:00 1 0.758 64.02% 0.09 661 1983/12/19 14:00:00 1983/12/19 14:00:00 1 0.758 64.11% 0.09 662 1984/01/04 15:00:00 1984/01/04 15:00:00 1 0.758 64.21% 0.09 663 1984/01/15 16:00:00 1984/01/16 07:00:00 16 0.758 64.31% 0.09 664 1984/02/10 04:00:00 1984/02/10 04:00:00 1 0.758 64.40% 0.09 665 1984/07/15 14:00:00 1984/07/15 14:00:00 1 0.758 64.50% 0.09 666 1984/11/0806:00:00 1984/11/0806:00:00 1 0.758 64.60% 0.09 667 1984/11/16 14:00:00 1984/11/1614:00:00 0.758 64.69% 0.09 668 1984/11/2305:00:00 1984/11/23 05:00:00 1 0.758 64.79% 0.09 669 1984/12/03 07:00:00 1984/12/03 09:00:00 3 0.758 64.89% 0.09 670 1984/12/10 19:00:00 1984/12/11 05:00:00 11 0.758 64.99% 0.09 671 1984/12/12 20:00:00 1984/12/1220:00:00 1 0.758 65.08% 0.09 672 1985/01/07 10:00:00 1985/01/08 02:00:00 17 0.758 65.18% 0.09 673 1985/01/28 14:00:00 1985/01/29 01:00:00 12 0.758 65.28% 0.09 674 1985/02/02 02:00:00 1985/02/02 11:00:00 10 0.758 65.37% 0.09 675 1985/02/03 21:00:00 1985/02/03 21:00:00 1 0.758 65.47% 0.09 676 1985/02/20 19:00:00 1985/02/20 19:00:00 1 0.758 65.57% 0.09 677 1985/03/27 06:00:00 1985/03/28 11:00:00 30 0.758 65.66% 0.09 678 1985/04/2117:00:00 1985/04/21 17:00:00 1 0.758 65.76% 0.09 679 1985/09/18 11:00:00 1985/09/18 12:00:00 2 0.758 65.86% 0.09 680 1985/10/06 06:00:00 1985/10/0606:00:00 1 0.758 65.96% 0.09 681 1985/10/07 09:00:00 1985/10/0709:00:00 1 0.758 66.05% 0.09 682 1985/12/02 10:00:00 1985/12/02 23:00:00 14 0.758 66.15% 0.09 683 1986/02/07 21:00:00 1986/02/08 13:00:00 17 0.758 66.25% 0.09 684 1986/02/1307:00:00 1986/02/13 12:00:00 6 0.758 66.34% 0.09 685 1986/02/17 05:00:00 1986/02/17 05:00:00 1 0.758 66.44% 0.09 686 1986/02/23 06:00:00 1986/02/23 06:00:00 1 0.758 66.54% 0.09 687 1986/03/01 07:00:00 1986/03/01 07:00:00 1 0.758 66.63% 0.08 688 1986/03/12 10:00:00 1986/03/12 13:00:00 4 0.758 66.73% 0.08 689 1986/03/13 18:00:00 1986/03/14 02:00:00 9 0.758 66.83% 0.08 690 1986/04/01 08:00:00 1986/04/01 08:00:00 1 0.758 66.93% 0.08 691 1986/04/0600:00:00 1986/04/06 10:00:00 11 0.758 67.02% 0.08 692 1986/10/11 07:00:00 1986/10/11 07:00:00 1 0.758 67.12% 0.08 693 1986/11/05 12:00:00 1986/11/05 12:00:00 1 1 0.758 67.22% 0.08 694 1986/12/06 05:00:00 1986/12/07 03:00:00 23 0.758 67.31% 0.08 695 1987/01/28 07:00:00 1987/01/28 07:00:00 1 0.758 67.41% 0.08 696 1987/02/03 12:00:00 1987/02/03 12:00:00 1 0.758 67.51% 0.08 697 1 1987/02/0511:00:00 1987/02/05 11:00:00 1 1 0.758 1 67.60% 10.08 2/27/2020 6:53 PM 15/23 wStatisticsPre.csv 2/27/2020 6:53 PM 16/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 745 1990/08/1507:00:00 1990/08/1507:00:00 1 0.758 72.26% 0.08 746 1990/12/20 07:00:00 1990/12/20 07:00:00 1 0.758 72.36% 0.08 747 1991/01/03 21:00:00 1991/01/03 21:00:00 1 0.758 72.45% 0.08 748 1991/03/11 02:00:00 1991/03/11 02:00:00 1 0.758 72.55% 0.08 749 1991/03/13 19:00:00 1991/03/13 19:00:00 1 0.758 72.65% 0.08 750 1991/03/15 13:00:00 1991/03/15 14:00:00 2 0.758 72.74% 0.08 751 1991/07/31 11:00:00 1991/07/31 11:00:00 1 0.758 72.84% 0.08 752 1991/12/09 10:00:00 1991/12/09 10:00:00 1 0.758 72.94% 0.08 753 1991/12/1803:00:00 1991/12/1803:00:00 1 0.758 73.04% 0.08 754 1991/12/19 10:00:00 1991/12/19 10:00:00 1 0.758 73.13% 0.08 755 1991/12/2801:00:00 1991/12/2803:00:00 3 0.758 73.23% 0.08 756 1992/01/03 08:00:00 1992/01/0403:00:00 20 0.758 73.33% 0.08 757 1992/02/10 00:00:00 1992/02/10 05:00:00 6 0.758 73.42% 0.08 758 1992/03/29 12:00:00 1992/03/29 12:00:00 1 0.758 73.52% 0.08 759 1992/03/3114:00:00 1992/03/3114:00:00 1 0.758 73.62% 0.08 760 1992/05/05 23:00:00 1992/05/0523:00:00 1 0.758 73.71% 0.08 761 1992/05/17 17:00:00 1992/05/17 17:00:00 1 0.758 73.81% 0.08 762 1997/01/02 04:00:00 1997/01/02 04:00:00 1 0.758 73.91% 0.08 763 1997/01/03 05:00:00 1997/01/03 10:00:00 0 0.758 74.01% 0.08 764 1965/12/31 09:00:00 1966/01/01 01:00:00 17 0.738 74.10% 0.08 765 1951/12/19 07:00:00 1951/12/1911:00:00 5 0.737 74.20% 0.08 766 1954/12/03 22:00:00 1954/12/03 23:00:00 2 0.737 74.30% 0.08 767 1953/12/04 09:00:00 1953/12/04 10:00:00 2 0.731 74.39% 0.08 768 1964/11/10 16:00:00 1964/11/10 17:00:00 2 0.731 74.49% 0.08 769 1953/11/14 15:00:00 1953/11/15 08:00:00 18 0.729 74.59% 0.08 - 770 1969/11/10 01:00:00 1969/11/10 03:00:00 3 0.728 74.68% 0.08 771 1973/02/03 20:00:00 1973/02/03 21:00:00 2 0.728 74.78% 0.08 772 2001/02/20 15:00:00 2001/02/20 18:00:00 4 0.727 74.88% 0.08 773 1957/02/23 05:00:00 1957/02/23 10:00:00 6 0.724 74.98% 0.08 774 1964/03/02 08:00:00 1964/03/02 12:00:00 5 0.718 75.07% 0.08 775 1957/10/21 03:00:00 1957/10/21 05:00:00 3 0.718 75.17% 0.08 776 1958/03/11 00:00:00 1958/03/12 06:00:00 31 0.717 75.27% 0.08 777 1965/03/12 14:00:00 1965/03/13 19:00:00 30 0.715 75.36% 0.08 778 1962/05/27 11:00:00 1962/05/27 12:00:00 2 0.702 75.461/6 0.08 779 1957/05/21 04:00:00 1957/05/21 07:00:00 4 0.702 75.56% 0.07 780 1957/05/19 04:00:00 1957/05/19 09:00:00 6 0.701 75.650/6 0.07 781 1956/05/09 09:00:00 1956/05/09 23:00:00 15 0.682 75.75% 0.07 782 1960/04/23 07:00:00 1960/04/2406:00:00 24 0.682 75.850/6 0.07 783 1972/10/19 02:00:00 1972/10/20 01:00:00 24 0.682 75.95% 0.07 784 1973/03/26 06:00:00 1973/03/26 06:00:00 1 0.682 76.040/6 0.07 785 1963/12/09 23:00:00 1963/12/09 23:00:00 1 0.661 76.14% 0.07 786 1956/12/0602:00:00 1956/12/0604:00:00 3 0.66 76.24% 0.07 787 1957/01/09 23:00:00 1957/01/10 12:00:00 14 0.659 76.33% 0.07 788 1969/01/18 21:00:00 1969/01/22 09:00:00 85 0.659 76.43% 0.07 789 1975/12/12 15:00:00 1975/12/12 17:00:00 3 0.658 76.53% 0.07 790 1970/01/09 19:00:00 1970/01/10 08:00:00 14 0.657 76.62% 0.07 791 1998/01/03 15:00:00 1998/01/03 17:00:00 1 3 0.657 76.72% 0.07 2/27/2020 6:53 PM 17/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 792 1968/01/27 23:00:00 1968/01/28 00:00:00 2 0.657 76.82% 0.07 793 1970/11/28 19:00:00 1970/11/29 02:00:00 8 0.653 76.92% 0.07 794 1964/02/29 04:00:00 1964/02/29 05:00:00 2 0.652 77.01% 0.07 795 2000/02/23 15:00:00 2000/02/23 17:00:00 3 0.652 77.11% 0.07 796 2002/02/17 15:00:00 2002/02/17 17:00:00 3 0.652 77.21% 0.07 797 2001/02/23 15:00:00 2001/02/23 17:00:00 3 0.652 77.30% 0.07 798 2001/11/29 15:00:00 2001/11/29 17:00:00 3 0.651 77.40% 0.07 799 1965/11/17 18:00:00 1965/11/18 16:00:00 23 0.65 77.50% 0.07 800 1963/10/16 09:00:00 1963/10/16 10:00:00 2 0.64 77.59% 0.07 801 1969/03/09 02:00:00 1969/03/0902:00:00 1 0.639 77.69% 0.07 802 1962/03/22 23:00:00 1962/03/22 23:00:00 1 0.635 77.79% 0.07 803 1957/04/22 11:00:00 1957/04/22 12:00:00 2 0.631 77.89% 0.07 804 1970/04/16 22:00:00 1970/04/16 22:00:00 1 0.627 77.98% 0.07 805 1962/05/14 17:00:00 1962/05/1503:00:00 11 0.627 78.080/6 0.07 806 2003/05/03 17:00:00 2003/05/03 17:00:00 1 0.624 78.18% 0.07 807 1951/10/07 06:00:00 1951/10/07 06:00:00 1 0.606 78.27% 0.07 808 - 1951/11/20 01:00:00 1951/11/20 21:00:00 21 0.606 78.37% 0.07 809 1965/09/16 17:00:00 1965/09/1709:00:00 17 0.606 78.470/6 0.07 810 1993/02/2618:00:00 1993/02/2621:00:00 4 0.606 78.56% 0.07 811 1994/04/24 04:00:00 1994/04/24 06:00:00 3 0.606 78.660/6 0.07 812 1994/12/2500:00:00 1994/12/25 04:00:00 5 0.606 78.760/6 0.07 813 1996/02/03 11:00:00 1996/02/03 12:00:00 2 0.606 78.86% 0.07 814 1996/10/02 19:00:00 1996/10/02 19:00:00 1 0.606 78.95% 0.07 815 1997/01/2201:00:00 1997/01/22 02:00:00 2 0.606 79.05% 0.07 816 1997/04/03 17:00:00 1997/04/03 18:00:00 2 - 0.606 79.15% 0.07 817 1998/08/3120:00:00 1998/08/3120:00:00 1 0.606 79.24% 0.07 818 1998/12/1918:00:00 1998/12/1919:00:00 2 0.606 79.34% 0.07 819 1999/03/1510:00:00 1999/03/1510:00:00 1 0.606 79.44% 0.07 820 1999/04/0620:00:00 1999/04/0710:00:00 15 0.606 79.53% 0.07 821 1999/07/1810:00:00 1999/07/1810:00:00 1 0.606 79.63% 0.07 822 2000/11/10 07:00:00 2000/11/11 01 :00:00 19 0.606 79.73% 0.07 823 2003/11/1205:00:00 2003/11/1304:00:00 24 0.606 79.83% 0.07 824 2004/02/1816:00:00 2004/02/1817:00:00 2 0.606 79.92% 0.07 825 2004/03/2608:00 :00 2004/03/2611:00:00 4 0.606 80.02% 0.07 826 2004/08/3020:00:00 2004/08/3020:00:00 1 0.606 80.12% _0.07 827 2005/01/2815:00:00 2005/01/2815:00:00 1 0.606 80.21% 0.07 828 2005/03/0409:00:00 2005/03/0503:00:00 19 0.606 80.31% 0.07 829 2005/12/3115:00:00 2005/12/31 21 :00:00 7 0.606 80.41% 0.07 830 2006/03/0314:00:00 2006/03/0315:00:00 2 0.606 80.50% 0.07 831 2006/11/2710:00:00 2006/11/2711:00:00 2 0.606 80.60% 0.07 832 2006/12/1620:00:00 2006/12/1703:00:00 8 0.606 80.70% 0.07 833 2006/12/2210:00:00 2006/12/2210:00:00 1 0.606 80.80% 0.07 834 2007/02/1321:00:00 2007/02/1321:00:00 1 0.606 80.89% 0.07 835 2007/09/2210:00:00 2007/09/2213:00:00 4 0.606 80.99% 0.07 836 2008/01/2204:00:00 2008/01/2205:00:00 2 0.606 1 81.09% 0.07 837 2008/01/29 01:00:00 2008/01/29 01:00:00 1 0.606 1 81.18% 0.07 838 1 2008/02/0306:00:00 2008/02/0404:00:00 23 0.606 1 81.28% 0.07 2/27/2020 6:53 PM 18/23 Excel Engineering pea kFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 839 2008/01/23 19:00:00 2008/01/24 19:00:00 25 0.601 81.38% 0.07 840 1996/12/05 22:00:00 1996/12/06 07:00:00 10 0.588 81.47% 0.07 841 1999/01/20 06:00:00 1999/01/20 16:00:00 11 0.584 81.57% 0.07 842 2001/01/08 16:00:00 2001/01/08 17:00:00 2 0.584 81.670/6 0.07 843 2001/12/03 17:00:00 2001/12/04 17:00:00 25 0.583 81.770/6 0.07 844 1967/12/07 23:00:00 1967/12/08 06:00:00 8 0.581 81.860/6 0.07 845 1987/02/13 19:00:00 1987/02/13 23:00:00 5 0.58 81.960/6 0.07 846 1951/12/0500:00:00 1951/12/0506:00:00 7 0.58 82.060/6 0.07 847 1952/12/06 04:00:00 1952/12/0605:00:00 2 0.58 82.15% 0.07 848 2005/12/03 00:00:00 2005/12/03 00:00:00 1 0.58 82.25% 0.07 849 2008/02/14 14:00:00 2008/02/14 14:00:00 1 0.579 82.35% 0.07 850 1993/01/02 07:00:00 1993/01/02 12:00:00 6 0.578 82.44% 0.07 851 1996/01/25 13:00:00 1996/01/25 14:00:00 2 0.578 82.54% 0.07 852 2007/02/19 02:00:00 2007/02/19 08:00:00 7 0.576 82.64% 0.07 853 1953/11/05 08:00:00 1953/11/05 10:00:00 3 0.576 82.74% 0.07 854 2001/11/12 16:00:00 2001/11/12 17:00:00 2 0.576 82.83% 0.07 855 1957/11/14 16:00:00 1957/11/14 18:00:00 3 0.575 82.93% 0.07 856 2000/09/22 23:00:00 2000/09/23 00:00:00 2 0.575 83.03% 0.07 857 1973/02/06 03:00:00 1973/02/06 03:00:00 1 0.574 83.12% 0.07 858 1996/02/12 13:00:00 1996/02/12 13:00:00 1 0.573 83.22% 0.07 859 1997/02/10 20:00:00 1997/02/10 22:00:00 3 0.573 83.32% 0.07 860 2008/02/20 09:00:00 2008/02/20 12:00:00 4 0.573 83.41% 0.07 861 1959/10/01 00:00:00 1959/10/01 06:00:00 7 0.567 83.51% 0.07 862 2007/10/13 06:00:00 2007/10/13 09:00:00 4 0.567 83.61% 0.07 863 1995/03/23 09:00:00 1995/03/23 17:00:00 9 0.567 83.71% 0.07 864 1952/03/10 18:00:00 1952/03/11 07:00:00 14 0.567 83.80% 0.07 865 1961/10/08 16:00:00 1961/10/08 16:00:00 1 0.564 83.90% 0.07 866 1964/03/12 23:00:00 1964/03/12 23:00:00 1 0.564 84.00% 0.07 867 1996/03/04 17:00:00 1996/03/04 23:00:00 7 0.563 84.090/6 0.07 868 1957/10/11 10:00:00 1957/10/11 11:00:00 2 0.563 84.19% 0.07 869 1960/03/23 09:00:00 1960/03123 09:00:00 1 0.562 84.29% 0.07 870 1999/04/01 15:00:00 1999/04/01 19:00:00 5 0.559 84.380/6 0.07 871 1976/04/1223:00:00 1976/04/13 10:00:00 12 0.556 84.48% 0.07 872 1969/04/03 02:00:00 1969/04/03 05:00:00 4 0.556 84.580/6 0.07 873 1996/04/18 01:00:00 1996/04/18 04:00:00 4 0.555 84.68% 0.07 874 2001/04/10 17:00:00 2001/04/10 17:00:00 1 0.554 84.770/6 0.07 875 2006/04/14 13:00:00 2006/04/15 09:00:00 21 0.552 84.87% 0.07 876 2007/04/22 23:00:00 2007/04/23 00:00:00 2 0.552 84.97% 0.07 877 1963/06/11 13:00:00 1963/06/11 13:00:00 1 0.551 85.060/6 0.07 878 1952/09/19 14:00:00 1952/09/19 14:00:00 1 0.527 85.160/6 0.07 879 1966/02/25 00:00:00 1966/02/25 04:00:00 5 0.527 85.26% 0.07 880 1971/04/26 04:00:00 1971/04/26 05:00:00 2 0.527 85.35% 0.07 881 1975/03/14 01:00:00 1975/03/14 02:00:00 2 0.527 85.450/6 0.07 882 2002/03/17 20:00:00 2002/03/18 02:00:00 7 0.527 85.55% 0.07 883 2002/05/20 22:00:00 2002/05/20 22:00:00 1 0.527 85.650/6 0.07 884 1953/01/06 15:00:00 1953/01/08 03:00:00 37 0.508 85.74% 0.07 885 1960/12/03 03:00:00 1960/12/03 03:00:00 1 1 0.506 85.84% 0.07 2/27/2020 6:53 PM 19/23 eakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 886 1958/02/13 02:00:00 1958/02/13 06:00:00 5 0.503 85.940/6 0.07 887 1965/11/2508:00:00 1965/11/25 12:00:00 5 0.502 86.03% 0.07 888 1955/11/17 11:00:00 1955/11/17 17:00:00 7 0.502 86.13% 0.07 889 1962/02/24 21:00:00 1962/02/24 23:00:00 3 0.501 86.23% 0.07 890 1998/03/28 17:00:00 1998/03/28 17:00:00 1 0.487 86.32% 0.07 891 1954/03/20 09:00:00 1954/03/20 14:00:00 6 0.486 86.42% 0.07 892 1963/03/15 04:00:00 1963/03/15 04:00:00 1 0.484 86.52% 0.07 893 2002/04/15 09:00:00 2002/04/1509:00:00 1 0.483 86.61% 0.07 894 1963/04/08 05:00:00 1963/04/08 05:00:00 1 0.479 86.71% 0.07 895 1955/04/26 10:00:00 1955/04/26 11:00:00 2 0.478 86.81% 0.07 896 2002/04/24 13:00:00 2002/04/24 13:00:00 1 0.478 86.91% 0.07 897 2002/09/29 17:00:00 2002/09/29 17:00:00 1 0.477 87.00% 0.07 898 1969/05/05 11:00:00 1969/05/05 11:00:00 1 0.476 87.10% 0.07 899 1998/05/06 17:00:00 1998/05/06 17:00:00 1 0.473 87.20% 0.07 900 1965/07/29 21:00:00 1965/07/29 22:00:00 2 0.466 87.29% 0.06 901 1964/01/18 18:00:00 1964/01/18 20:00:00 3 0.432 87.39% 0.06 902 1972/12/0705:00:00 1972/12/0708:00:00 4 0.432 87.49% 0.06 903 1972/12/08 08:00:00 1972/12/08 12:00:00 5 0.432 87.580/6 0.06 904 1957/12/1508:00:00 1957/12/15 13:00:00 6 0.431 87.68% 0.06 905 1966/01/27 05:00:00 1966/01/27 06:00:00 2 0.431 87.780/6 0.06 906 1975/01/30 14:00:00 1975/01/30 16:00:00 3 0.431 87.88% 0.06 907 1971/12/07 02:00:00 1971/12/0702:00:00 1 0.428 87.97% 0.06 908 2000/01/25 17:00:00 2000/01/25 17:00:00 1 0.428 88.07% 0.06 909 1951/12/0201:00:00 1951/12/0201:00:00 1 0.426 88.17% 0.06 910 1963/11/06 14:00:00 1963/11/06 16:00:00 3 0.422 88.26% 0.06 911 1974/02/1918:00:00 1974/02/1918:00:00 1 0.421 88.36% 0.06 912 1952/12/1706:00:00 1952/12/17 13:00:00 8 0.419 88.46% 0.06 913 1953/11/20 06:00:00 1953/11120 07:00:00 2 0.419 88.55% 0.06 914 1956/04/27 02:00:00 1956/04/27 08:00:00 7 0.419 88.650/6 0.06 915 1958/03/30 23:00:00 1958/03/30 23:00:00 1 0.419 88.75% 0.06 916 1963/10/18 23:00:00 1963/10/18 23:00:00 1 0.419 88.850/6 0.06 917 1965/04/12 23:00:00 1965/04/13 00:00:00 2 0.419 88.94% 0.06 918 1973/03/04 03:00:00 1973/03/0403:00:00 1 0.419 89.04% 0 919 1961/03/15 11:00:00 1961/03/15 12:00:00 2 0.415 89.14% 0.06 920 2000/03/08 17:00:00 2000/03/08 17:00:00 1 0.411 89.23% 0.06 921 1972/10/1703:00:00 1972/10/1704:00:00 2 0.41 89.33% 0.06 922 1975/04/25 06:00:00 1975/04/2508:00:00 3 0.404 89.43% 0.06 923 1963/04/14 16:00:00 1963/04/14 16:00:00 1 0.402 89.52% 0.06 924 1954/07/13 05:00:00 1954/07/13 05:00:00 1 0.389 89.62% 0.06 925 1955/12/04 09:00:00 1955/12/04 10:00:00 2 0.358 89.72% 0.06 926 1965/12/22 00:00:00 1965/12/22 10:00:00 11 0.357 89.82% 0.06 927 2001/12/2117:00:00 2001/12/2117:00:00 1 0.355 89.91% 0.06 928 2002/12/29 17:00:00 2002/12/29 17:00:00 1 0.355 90.01% 0.06 929 1998/01/04 17:00:00 1998/01/04 17:00:00 1 0.354 90.11% 0.06 930 2003/01/20 17:00:00 2003/01/20 17:00:00 1 0.354 90.20% 0.06 931 1958/01/30 13:00:00 1958/01/30 13:00:00 1 0.351 90.30% 0.06 932 1 1965/01/07 09:00:00 1 1965/01/07 10:00:00 1 2 0.351 1 90.40% 0.06 2/27/2020 6:53 PM 20/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 933 1964102/15 07:00:00 1964/02/15 09:00:00 3 0.349 90.49% 0.06 934 1962/02/11 04:00:00 1962/02/11 05:00:00 2 0.347 90.59% 0.06 935 1951/11/13 01:00:00 1951/11/13 02:00:00 2 0.346 90.69% 0.06 936. 1960/03/28 01:00:00 1960/03/2805:00:00 5 - 0.337 90.790/6 0.06 937 1961/03/28 01:00:00 1961/03/28 12:00:00 12 0.337 90.88% 0.06 938 1998/03/29 17:00:00 1998/03/29 17:00:00 1 0.33 90.98% 0.06 939 2003/03/22 17:00:00 2003/03/22 17:00:00 1 0.33 91.08% 0.06 940 1975/04/05 21:00:00 1975/04/06 17:00:00 21 0.324 91.170/6 0.06 941 1971/05/07 19:00:00 1971/05/07 20:00:00 2 0.321 91.27% 0.06 942 1955/04/1809:00:00 1955/04/1809:00 :00 1 0.32 91.37% 0.06 943 1998/04/1517:00:00 1998/04/1517:00:00 1 0.282 91.460/6 0.06 944 1995/12/1302:00:00 1995/12/1309:00:00 8 0.282 91.560/6 0.06 945 2004/12/0806:00:00 2004/12/0808:00 :00 3 0.282 91.660/0 0.06 946 2003/12/0800:00:00 2003/12/0800 :00:00 1 0.282 91.760/6 0.06 947 1992/12/0318:00:00 1992/12/0409:00:00 16 0.282 91.85% 0.06 948 1995/01/15 01 :00:00 1995/01/15 03:00:00 3 0.281 91.950/0 0.06 949 1971/01/0208:00:00 1971/01/0210:00:00 3 0.281 92.05% 0.06 950 1957/01/2409:00:00 1957/01/2409:00:00 1 0.281 92.140/6 0.06 951 2004/01/0220:00:00 2004/01/0221:00:00 2 0.281 92.24% 0.06 952 1968/12/1107:00:00 1968/12/1109:00:00 3 0.28 92.34% 0.06 953 1993/12/1417:00:00 1993/12/1419:00:00 3 0.28 92.43% 0.06 954 2004/01/2806:00:00 2004/01/2806:00:00 1 0.28 92.53% 0.06 955 1971/12/1305:00:00 1971/12/1306:00:00 2 0.28 92.63% 0.06 956 1996/01/2805:00:00 1996/01/2806:00:00 2 0.279 92.73% 0.06 957 1998/12/0502:00:00 1998/12/0502:00:00 1 0.277 92.82% 0.06 958 1994/12/1306:00:00 1994/12/1306:00:00 1 0.276 92.92% 0.06 959 1994/02/2013:00:00 1994/02/2013:00:00 1 0.276 93.02% 0.06 960 1968/12/2010:00:00 1968/12/2011:00:00 2 0.276 93.11% 0.06 961 1965/01/2007:00:00 1965/01/2007:00:00 1 0.276 93.21% 0.06 962 2003/11/0107:00:00 2003/11/0109:00:00 3 0.275 93.31% 0.06 963 1957/11/0405:00:00 1957/11/0405:00:00 1 0.275 93.40% 0.06 964 1993/11/2223:00:00 1993/11/2303:00:00 5 0.275 93.50% 0.06 965 1995/11/0120:00:00 1995/11/0120:00:00 0.275 93.60% 0.06 966 1952/01/0704:00:00 1952/01/0704:00:00 0.275 93.70% 0.06 967 2005/02/0706:00:00 2005/02/0706:00:00 0.271 93.79% 0.06 968 1999/02/0920:00:00 1999/02/0920:00:00 0.27 93.89% 0.06 969 1994/11/1609:00:00 1994/11/1609:00:00 0.269 93.99% 0.06 970 2003/11/1601:00:00 2003/11/1608:00:00 8 0.269 94.08% 0.06 971 1957/11/03 01 :00:00 1957/11/03 01:00:00 0.269 94.18% 0.06 972 1971/11/12 08:00:00 1971/11/12 09:00:00 2 0.269 94.28% 0.06 973 1962/02/2611:00:00 1962/02/2611:00:00 0.268 94.37% 0.06 974 2001/12/1417:00:00 2001/12/1417:00:00 0.266 94.470/6 0.06 975 2001/12/2017:00:00 2001/12/2017:00:00 0.266 94.57% 0.06 976 2001/12/3017:00:00 2001/12/3017:00:00 0.266 94.67% 0.06 977 1957/11/1617:00:00 1957/11/16 21 :00:00 5 0.264 94.760/6 0.06 978 1969/03/1009:00:00 1969/03/1018:00:00 10 0.263 94.86% 0.06 979 1992/10/2308:00:00 1992/10/2308:00:00 1 1 1 0.263 94.96% 0.06 2/27/2020 6:53 PM 21/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 980 1992/10/30 18:00:00 1992/10/30 19:00:00 2 0.263 95.05% 0.06 981 2006/03/17 20:00:00 2006/03/17 20:00:00 1 0.263 95.150/6 0.06 982 2005/03/18 21:00:00 2005/03/19 16:00:00 20 0.263 95.250/6 0.06 983 1998/01/13 17:00:00 1998/01/13 17:00:00 1 0.263 95.34% 0.06 984 1998/01/19 17:00:00 1998/01/19 17:00:00 1 0.263 95.44% 0.06 985 1999/03/11 12:00:00 1999/03/11 14:00:00 3 0.261 95.54% 0.06 986 2006/03/07 00:00:00 2006/03/0701:00:00 2 0.261 95.64% 0.06 987 1953/03/20 06:00:00 1953/03/20 07:00:00 2 0.26 95.73% 0.06 988 2001/04/21 01:00:00 2001/04/21 12:00:00 12 0.255 95.83% 0.06 989 1999/03/07 04:00:00 1999/03/0704:00:00 0.255 95.93% 0.06 990 1972/09/06 05:00:00 1972/09/06 05:00:00 0.254 96.02% 0.06 991 1956/04/11 11:00:00 1956/04/11 11:00:00 0.251 96.12% 0.06 992 1995/05/13 08:00:00 1995/05/13 08:00:00 0.248 96.22% 0.06 993 2008/05/23 18:00:00 2008/05/23 18:00:00 0.244 96.31% 0.06 994 1962/06/15 01:00:00 1962/06/15 01:00:00 0.242 96.41% 0.06 995 1997/02/27 21:00:00 1997/02/27 21:00:00 0.241 96.51% 0.06 996 1992/08/13 18:00:00 1992/08/13 18:00:00 0.239 96.61% 0.06 997 1995/07/16 09:00:00 1995/07/1609:00:00 0.237 96.70% 0.06 998 2001/11/13 17:00:00 2001/11/13 17:00:00 0.223 96.80% 0.06 999 2002/11/29 17:00:00 2002/11/29 17:00:00 - 0.223 96.90% 0.06 1000 1953/01/13 20:00:00 1953/01/13 22:00:00 3 0.205 96.99% 0.06 1001 1955/12/07 01:00:00 1955/12/07 02:00:00 2 0.203 97.09% 0.06 1002 1970/01/11 16:00:00 1970/01/11 19:00:00 4 0.203 97.19% 0.06 1003 1974/01/09 15:00:00 1974/01/09 16:00:00 2 0.203 97.28% 0.06 1004 1967/01/31 01:00:00 1967/01/31 03:00:00 3 0.202 97.38% 0.06 1005 1956/01/20 17:00:00 1956/01/20 17:00:00 1 0.201 97.48% 0.06 1006 1955/12/0119:00:00 1955/12/01 20:00:00 2 0.201 97.58% 0.06 1007 1962/12/1809:00:00 1962/12/1809:00:00 1 0.201 97.67% 0.06 1008 1972/11/08 02:00:00 1972/11/0804:00:00 3 0.199 97.77% 0.06 1009 2002/01/29 00:00:00 2002/01/2907:00:00 8 0.199 97.87% 0.06 1010 1962/03/2907:00:00 1962/03/2907:00:00 1 0.195 97.96% 0.06 1011 1955/11/21 16:00:00 1955/11/21 16:00:00 1 0.194 98.06% 0.06 1012 1975/10/07 08:00:00 1975/10/07 08:00:00 1 0.188 98.16% 0.06 1013 1956/10/23 12:00:00 1956/10/23 12:00:00 1 0.181 98.25% 0.06 1014 1974/03/03 11:00:00 1974/03/03 11:00:00 1 0.18 98.35% 0.06 1015 1964/04/01 09:00:00 1964/04/01 09:00:00 1 0.176 98.450/6 0.06 1016 1998/05/05 17:00:00 1998/05/05 17:00:00 1 0.175 98.55% 0.06 1017 2002/04/26 13:00:00 2002/04/26 13:00:00 1 0.166 98.64% 0.06 1018 1973/03/21 21:00:00 1973/03/21 21:00:00 1 0.165 98.740/6 0.06 1019 1952/04/28 06:00:00 1952/04/2806:00:00 1 0.161 98.840/6 0.06 1020 1953/04/29 21:00:00 1953/04/29 21:00:00 1 0.157 - 98.93% 0.06 1021 2000/01/31 17:00:00 2000/01/31 17:00:00 1 0.14 99.03% 0.06 1022 1953/04/21 21:00:00 1953/04/21 21:00:00 1 0.138 99.13% 0.06 1023 1957/03/09 19:00:00 1957/03/09 19:00:00 1 0.131 99.22% 0.06 1024 1975/02/1404:00:00 1975/02/1405:00:00 2 0.122 99.32% 0.06 1025 1964/01/14 13:00:00 1964/01/14 13:00:00 1 0.118 99.42% 0.06 1026 1969/02/15 19:00:00 1 1969/02/1519:00:00 1 1 1 0.118 1 99.52% 0.06 2/27/2020 6:53 PM 22/23 Excel Engineering peakFlowStatisticsPre.csv Rank Start Date End Date Duration Peak Frequency Return Period 1027 1969/11/15 19:00:00 1969/11/15 19:00:00 1 0.117 99.61% 0.06 1028 1959/11/01 21:00:00 1959/11/01 21:00:00 1 0.116 99.71% 0.06 1029 1964/06/09 11:00:00 1964/06/0911:00:00 1 0.111 99.81% 0.06 1030 1966/03/02 08:00:00 1966/03/02 08:00:00 1 0.109 99.90% 0.06 -End of Data ----------------- 2/27/2020 6:53 PM 23/23 Excel Engineering pea kFlowStatisticsPostMitigated.csv WMM.out file name: V:\19\19111\Engineering\GPIP\Storm\swmm\14100-MIT-A.out SWMM.out time stamp: 2/27/2020 6:49:22 PM 010: 0.000 05: 0.000 02: 0.000 Peak Flow Statistics Table Values Rank Start Date End Date Duration Peak Frequency Return Period 1 1995/01/03 16:00:00 1995/01/05 19:00:00 52 17.772 0.12% 58 2 1978/02/27 08:00:00 1978/03/05 19:00:00 156 8.222 0.23% 29 3 1980/01/28 01:00:00 1980/01/31 06:00:00 78 7.977 0.35% 19.33 4 1968/03/07 23:00:00 1968/03/09 11:00:00 37 6.16 0.47% 14.5 5 1969/02/22 05:00:00 1969/02/26 19:00:00 111 5.017 0.58% 11.6 6 2008/02/22 04:00:00 2008/02/25 02:00:00 71 4.963 0.70% 9.67 7 2003/02/25 07:00:00 2003/02/28 07:00:00 73 4.327 0.82% 8.29 8 2004/10/27 03:00:00 2004/10/29 00:00:00 46 4.287 0.94% 7.25 9 1965/11/22 06:00:00 1965/11/24 03:00:00 46 4.041 1.05% 6.44 10 1986/02/1501:00:00 1986/02/1607:00:00 31 3.816 1.17% 5.8 11 1958/02/0307:00:00 1958/02/05 13:00:00 55 3.812 1.29% 5.27 12 1952/01/16 10:00:00 1952/01/1904:00:00 67 3.727 1.40% 4.83 13 1982/03/1706:00:00 1982/03/1911:00:00 54 3.256 1.52% 4.46 14 2005/02/18 07:00:00 2005/02/20 05:00:00 47 3.251 1.64% 4.14 15 1980/02/13 14:00:00 1980/02/2204:00:00 207 3.229 1.75% 3.87 16 1979/01/05 08:00:00 1979/01/07 08:00:00 49 3.179 1.870/6 3.63 17 1978/02/05 13:00:00 1978/02/1421:00:00 225 3.151 1.99% 3.41 18 1998/02/2209:00:00 1998/02/2511:00:00 75 3.065 2.11% 3.22 19 1998/02/03 09:00:00 1998/02/05 02:00:00 42 2.931 2.22% 3.05 20 1980/03/02 21:00:00 1980/03/04 12:00:00 40 2.917 2.34% 2.9 21 1977/08/16 18:00:00 1977/08/18 21:00:00 52 2.857 2.46% 2.76 22 1991/12/29 16:00:00 1991/12/31 02:00:00 35 2.833 2.57% 2.64 23 1962/01/20 14:00:00 1962/01/2302:00:00 61 2.811 2.69% 2.52 24 1966/12/0307:00:00 1966/12/0720:00:00 110 2.698 2.81% 2.42 25 1978/01/14 17:00:00 1978/01/17 23:00:00 79 2.688 - 2.92% 2.32 26 1996/11/21 16:00:00 1996/11/23 03:00:00 36 2.673 3.04% 2.23 27 1993/01/12 21:00:00 1993/01/19 12:00:00 160 2.611 3.16% 2.15 28 1958/04/01 10:00:00 1958/04/04 20:00:00 83 2.593 3.27% 2.07 29 2005/02/21 05:00:00 2005/02/24 05:00:00 73 2.589 3.390/9 2 30 2004/10/17 08:00:00 2004/10/21 15:00:00 104 2.547 3.51% 1.93 31 1998/02/1409:00:00 1998/02/2008:00:00 144 2.544 3.63% 1.87 32 1954/02/13 18:00:00 1954/02/1501:00:00 32 2.393 3.74% 1.81 33 2000/10/29 23:00:00 2000/10/31 09:00:00 35 2.378 3.86% 1.76 - 34 1995/03/11 03:00:00 1995/03/12 22:00:00 44 2.346 3.98% 1.71 35 1991/02/27 19:00:00 1991/03/02 09:00:00 63 2.332 4.09% 1.66 36 2003/04/14 07:00:00 2003/04116 00:00:00 42 2.327 4.21% 1.61 37 2005/01/07 14:00:00 2005/01/12 04:00:00 111 2.287 4.33% 1.57 38 1978/01/03 20:00:00 1978/01/07 02:00:00 79 2.283 4.440/6 1.53 39 1 1970/12/17 01:00:00 1970/12/22 12:00:00 132 2.214 4.56% 1.49 2/27/2020 6:53 PM 1/19 Excel Engineering pea kFlowStatisticsPostMitigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 40 1952/11/14 17:00:00 1952/11/17 04:00:00 60 2.213 4.689/6 1.45 41 1980/01/0904:00:00 1980/01/1404:00:00 121 2.162 4.80% 1.42 42 2007/11/30 09:00:00 2007/12/01 22:00:00 38 2.145 4.91% 1.38 43 2004/02/26 02:00:00 2004/02/27 12:00:00 35 2.13 5.03% 1.35 44 1971/12/2209:00:00 1971/12/2610:00:00 98 2.101 5.15% 1.32 45 1995/03/03 13:00:00 1995/03/0702:00:00 86 2.033 5.260/6 1.29 46 1961/12/01 22:00:00 1961/12/03 17:00:00 44 2.017 5.380/6 1.26 47 1993/02/07 23:00:00 1993/02/09 18:00:00 44 2.002 5.50% 1.23 48 2003/02/1114:00:00 2003/02/1411:00:00 70 1.988 5.61% 1.21 49 1983/12/24 11:00:00 1983/12/2720:00:00 82 1.986 5.73% 1.18 50 1979/01/14 21:00:00 1979/01/19 10:00:00 110 1.982 5.85% 1.16 51 1960/04/27 06:00:00 1960/04/28 09:00:00 28 1.957 5.96% 1.14 52 2008/01/05 06:00:00 2008/01/08 00:00:00 67 1.877 6.08% 1.12 53 1992/02/12 14:00:00 1992/02/1405:00:00 40 1.867 6.20% 1.09 54 1983/02/26 09:00:00 1983/03/07 04:00:00 212 1.865 6.32% 1.07 55 1987/10/11 13:00:00 1987/10/13 18:00:00 54 1.812 6.43% 1.06 56 1960/02/01 22:00:00 1960/02/0300:00:00 27 1.81 6.55% 1.04 57 1963/09/17 08:00:00 1963/09/19 20:00:00 61 1.8 6.67% 1.02 58 1985/11/29 08:00:00 1985/11/30 12:00:00 29 1.794 6.78% 1 59 1958/02/19 10:00:00 1958/02/20 14:00:00 29 1.787 6.90% 0.98 60 1994/02/03 23:00:00 1994/02/0509:00:00 35 1.758 7.02% 0.97 61 1965/11/14 20:00:00 1965/11/18 23:00:00 100 1.755 7.13% 0.95 62 1988/12/24 22:00:00 1988/12/2522:00:00 25 1.734 7.25% 0.94 63 1985/11/11 07:00:00 1985/11/13 06:00:00 48 1.724 7.37% 0.92 64 1967/01/22 18:00:00 1967/01/25 15:00:00 70 1.718 7.49% 0.91 65 1983/01/27 09:00:00 1983/01/30 04:00:00 68 1.685 7.60% 0.89 66 1972/01/16 21:00:00 1972/01/18 00:00:00 28 1.672 7.72% 0.88 67 1986/11/17 19:00:00 1986/11/1906:00:00 36 1.621 7.84% 0.87 68 1997/01/12 16:00:00 1997/01/14 13:00:00 46 1.62 7.95% 0.85 69 1987/12/16 14:00:00 1987/12/1807:00:00 42 1.615 8.07% 0.84 70 1963/11/20 04:00:00 1963/11/2204:00:00 49 1.613 8.19% 0.83 71 2001/02/13 14:00:00 2001/02/1521:00:00 56 1.599 8.30% 0.82 72 1956/04/12 23:00:00 1956/04/14 16:00:00 42 1.595 8.42% 0.81 73 1975/04/08 09:00:00 1975/04/10 04:00:00 44 1.595 8.54% 0.8 74 2008/01/27 03:00:00 2008/01/29 05:00:00 51 1.564 8.65% 0.78 75 1967/03/13 12:00:00 1967/03/14 20:00:00 33 1.553 8.77% 0.77 76 1969/01/24 10:00:00 1969/01/29 03:00:00 114 1.544 8.89% 0.76 77 1967/12/18 18:00:00 1967/12/2015:00:00 46 1.544 9.01% 0.75 78 1965/12/0910:00:00 1965/12/1108:00:00 47 1.532 9.12% 0.74 79 1969/02/06 10:00:00 1969/02/07 16:00:00 31 1.499 9.24% 0.73 80 1963/03/17 01:00:00 1963/03/1806:00:00 30 1.486 9.36% 0.73 81 1952/03/0710:00:00 1952/03/09 06:00:00 45 1.461 9.47% 0.72 82 2002/11/08 12:00:00 2002/11/1001:00:00 38 1.427 9.59% 0.71 83 2004/12/2810:00:00 2004/12/3014:00:00 53 1.417 9.71% 0.7 84 1958/03/15 17:00:00 1958/03/17 10:00:00 42 1.404 9.82% 0.69 85 1951/12/2906:00:00 1951/12/3112:00:00 55 1.38 9.94% 0.68 86 1957/01/13 05:00:00 1957/01/14 05:00:00 1 25 1 1.379 10.060/9 0.67 2/27/2020 6:53 PM 2/19 Excel Engineering peakFlowStatisticsPostM itigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 87 1960/01/10 13:00:00 1960/01/13 04:00:00 64 1.347 10.18% 0.67 88 1963/02/09 19:00:00 1963/02/12 01:00:00 55 1.334 10.29% 0.66 89 1978/09/05 19:00:00 1978/09/07 05:00:00 35 1.329 10.41% 0.65 90 1962/02/07 22:00:00 1962/02/10 01:00:00 52 1.319 10.53% 0.64 91 1991/03/25 05:00:00 1991/03/28 03:00:00 71 1.293 10.64% 0.64 92 1992/12/07 10:00:00 1992/12/08 17:00:00 32 1.292 10.76% 0.63 93 1958/03/20 20:00:00 1958/03/23 05:00:00 58 1.269 10.88% 0.62 94 1985/11/24 17:00:00 1985/11/2608:00:00 40 1.261 10.990/0 0.62 95 1988/11/2402:00:00 1988/11/2609:00:00 56 1.259 11.11% 0.61 96 1954/11/11 01:00:00 1954/11/12 12:00:00 36 1.257 11.23% 0.6 97 1952/03/1521:00:00 1952/03/17 15:00:00 43 1.257 11.350/6 0.6 98 1994/03/24 23:00:00 1994/03/26 07:00:00 33 1.25 11.46% 0.59 99 1990/02/17 11:00:00 1990/02/19 10:00:00 48 1.248 11.58% 0.59 100 1993/02/18 13:00:00 1993/02/21 06:00:00 66 1.239 11.70% 0.58 101 1986/03/15 23:00:00 1986/03/17 17:00:00 43 1.238 11.81% 0.57 102 1970/11/28 23:00:00 1970/12/01 21:00:00 71 1.235 11.93% 0.57 103 1981/11/26 23:00:00 1981/11/29 23:00:00 73 1.214 12.05% 0.56 104 1974/03/08 02:00:00 1974/03/09 10:00:00 33 1.202 12.160/6 0.56 105 1958/04/06 20:00:00 1958/04/08 13:00:00 42 1.194 12.28% 0.55 106 1986/09/24 02:00:00 1986/09/26 03:00:00 50 1.182 12.40% 0.55 107 1957/05/11 02:00:00 1957/05/12 04:00:00 27 1.182 12.51% 0.54 108 1954/01/18 21:00:00 1954/01/20 22:00:00 50 1.18 12.63% 0.54 109 2005/02/11 04:00:00 2005/02/13 17:00:00 62 1.162 12.75% 0.53 110 1956/01/25 19:00:00 1956/01/28 03:00:00 57 1.161 12.870/6 0.53 111 1952/11/3002:00:00 1952/12/0220:00:00 67 1.146 12.980/6 0.52 112 1967/11/19 08:00:00 1967/11/22 09:00:00 74 1.139 13.10% 0.52 113 2005/04/28 09:00:00 2005/04/29 03:00:00 19 1.118 13.22% 0.51 114 1965/04/07 06:00:00 1965/04/10 14:00:00 81 1.098 13.33% 0.51 115 1977/01/05 16:00:00 1977/01/08 02:00:00 59 1.094 13.450/6 0.5 116 1957/01/28 04:00:00 1957/01/30 12:00:00 57 1.075 13.57% 0.5 117 1977/05/08 00:00:00 1977/05/10 06:00:00 55 1.074 13.680/6 0.5 118 1982/12/22 11:00:00 1982/12/2322:00:00 36 1.07 13.80% 0.49 119 1970/02/28 14:00:00 1970/03/03 00:00:00 59 1.066 13.92% 0.49 120 2005/01/03 08:00:00 2005/01/05 07:00:00 48 1.057 14.04% 0.48 121 2003/03/15 12:00:00 2003/03/17 14:00:00 51 1.039 14.150/6 0.48 122 2007/01/30 16:00:00 2007/01/31 15:00:00 24 1.012 14.270/6 0.48 123 1988/04/14 20:00:00 1988/04/15 22:00:00 27 1.006 14.390/6 0.47 124 1982/12/0723:00:00 1982/12/0823:00:00 25 1.004 14.50% 0.47 125 2004/12/3115:00:00 2005/01/01 18:00:00 28 1.003 14.62% 0.46 126 1992/01/05 11:00:00 1992/01/0900:00:00 86 1 14.740/6 0.46 127 1981/03/1921:00:00 1981/03/20 22:00:00 26 0.973 14.850/6 0.46 128 1988/12/21 01:00:00 1988/12/23 10:00:00 58 0.972 14.970/6 0.45 129 1988/04/20 02:00:00 1988/04/23 20:00:00 91 0.946 15.090/6 0.45 130 1992/03/20 20:00:00 1992/03/24 05:00:00 82 0.924 15.20% 0.45 131 1982/03/14 15:00:00 1982/03/1521:00:00 31 0.918 15.32% 0.44 132 1993/01/06 06:00:00 1993/01/08 18:00:00 1 61 0.904 15.44% 0.44 133 1 1959/02/1110:00:00 1959/02/1220:00:00 1 35 0.902 1 15.56% 10.44 2/27/2020 6:53 PM 3/19 Excel Engineering pea kFlowStatisticsPostMitigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 134 1994/03/0702:00:00 1994/03/08 06:00:00 29 0.888 15.67% 0.43 135 1985/12/11 05:00:00 1985/12/1207:00:00 27 0.866 15.79% 0.43 136 1988/02/02 03:00:00 1988/02/03 14:00:00 36 0.858 15.91% 0.43 137 1966/11/0715:00:00 1966/11/08 19:00:00 29 0.852 16.02% 0.42 138 1981/02/08 19:00:00 1981/02/1004:00:00 34 0.847 16.14% 0.42 139 1988/01/17 06:00:00 1988/01/18 17:00:00 36 0.838 16.26% 0.42 140 1976/07/22 12:00:00 1976/07/23 11:00:00 24 0.832 16.37% 0.41 141 1976/09/1002:00:00 1976/09/12 00:00:00 47 0.828 16.49% 0.41 142 1983/11/2422:00:00 1983/11/25 23:00:00 26 0.814 16.61% 0.41 143 2006/10/14 02:00:00 2006/10/14 19:00:00 18 0.813 16.73% 0.41 144 1994/03/19 05:00:00 1994/03/21 02:00:00 46 0.812 16.84% 0.4 145 1988/12/1511:00:00 1988/12/1712:00:00 50 0.809 16.96% 0.4 146 1984/12/26 16:00:00 1984/12/28 18:00:00 51 0.804 17.08% 0.4 147 1960/02/2822:00:00 1960/03/02 01:00:00 52 0.803 17.199/6 0.4 148 1974/12/0409:00:00 1974/12/0509:00:00 25 0.8 17.31% 0.39 149 1995/01/07 16:00:00 1995/01/09 03:00:00 36 0.786 17.43% 0.39 150 1996/12/09 18:00:00 1996/12/12 18:00:00 73 0.78 17.54% 0.39 151 1978/01/09 17:00:00 1978/01/11 19:00:00 51 0.775 17.660/6 0.38 152 2004/02/22 08:00:00 2004/02/24 05:00:00 46 0.771 17.78% 0.38 153 1976/07/08 12:00:00 1976/07/09 12:00:00 25 0.763 17.89% 0.38 154 1976/07/15 14:00:00 1976/07/16 14:00:00 25 0.76 18.01% 0.38 155 1992/02/06 09:00:00 1992/02/0806:00:00 46 0.758 18.13% 0.37 156 1977/12/25 19:00:00 1977/12/30 20:00:00 122 0.736 18.25% 0.37 157 1995/01/10 17:00:00 1995/01/13 11:00:00 67 0.73 18.36% 0.37 158 1997/01/25 21:00:00 1997/01/27 03:00:00 31 0.723 18.48% 0.37 159 1983/09/29 12:00:00 1983/10/02 05:00:00 66 0.72 18.60% 0.37 160 1976/03/01 16:00:00 1976/03/03 11:00:00 44 0.716 18.71% 0.36 161 1973/11/23 00:00:00 1973/11/23 22:00:00 23 0.712 18.83% 0.36 162 1965/03/31 15:00:00 1965/04/05 05:00:00 111 0.7 18.95% 0.36 163 1979/11/07 19:00:00 1979/11/08 18:00:00 24 0.695 19.06% 0.36 164 1992/02/15 14:00:00 1992/02/1622:00:00 33 0.695 19.18% 0.35 165 1978/12/17 01:00:00 1978/12/20 04:00:00 76 0.685 19.30% 0.35 166 1967/04/11 09:00:00 1967/04/12 11:00:00 27 0.681 19.42% 0.35 167 2001/01/26 14:00:00 2001/01/28 01:00:00 36 0.68 19.53% 0.35 168 1977/03/25 00:00:00 1977/03/26 06:00:00 31 0.675 19.65% 0.35 169 2006/02/2721:00:00 2006/03/01 07:00:00 35 0.664 19.77% 0.34 170 1975/03/08 09:00:00 1975/03/09 12:00:00 28 0.654 19.88% 0.34 171 1976/02/04 11:00:00 1976/02/11 07:00:00 165 0.637 20.00% 0.34 172 1992/03/02 08:00:00 1992/03/03 17:00:00 34 0.636 20.12% 0.34 173 1991/03/1901:00:00 1991/03/22 07:00:00 79 0.632 20.23% 0.34 174 1982/02/0921:00:00 1982/02/1117:00:00 45 0.629 20.35% 0.33 175 1968/12/25 19:00:00 1968/12/2623:00:00 29 0.624 20.47% 0.33 176 2006/04/04 19:00:00 2006/04/06 01:00:00 31 0.619 20.58% 0.33 177 1978/03/30 13:00:00 1978/04/01 11:00:00 47 0.613 20.70% 0.33 178 1983/11/11 20:00:00 1983/11/13 21:00:00 50 0.612 20.82% 0.33 179 1983/04/20 04:00:00 1983/04/21 21:00:00 42 0.612 20.94% 0.32 180 1 1985/02/0907:00:00 1 1985/02/10 10:00:00 1 28 0.606 1 21.05% 10.32 2/27/2020 6:53 PM 4/19 Excel Engineering peakFlowStatisticsPostM itigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 181 1986/03/08 18:00:00 1986/03/14 15:00:00 142 0.603 21.17% 0.32 182 1959/12/24 11:00:00 1959/12/25 14:00:00 28 0.603 21.29% 0.32 183 1980/03/06 00:00:00 1980/03/07 10:00:00 35 0.587 21.40% 0.32 184 1959/02/21 12:00:00 1959/02/22 18:00:00 31 0.578 21.52% 0.32 185 2001/01/11 06:00:00 2001/01/13 04:00:00 47 0.575 21.64% 0.31 186 1983/03/17 04:00:00 1983/03/19 20:00:00 65 0.556 21.75% 0.31 187 1994/02/17 12:00:00 1994/02/18 13:00:00 26 0.553 21.87% 0.31 188 1990/04/04 09:00:00 1990/04/05 10:00:00 26 0.546 21.99% 0.31 189 1981/02/28 14:00:00 1981/03/03 16:00:00 75 0.533 22.11% 0.31 190 1952/01/13 06:00:00 1952/01/1409:00:00 28 0.523 22.22% 0.31 191 1958/01/25 05:00:00 1958/01/27 06:00:00 50 0.523 22.34% 0.3 192 1999/01/25 08:00:00 1999/01/27 16:00:00 57 0.515 22.46% 0.3 193 1979/03/17 05:00:00 1979/03/21 15:00:00 107 0.511 22.57% 0.3 194 1966/02/0613:00:00 1966/02/0820:00:00 56 0.511 22.69% 0.3 195 1965/02/0603:00:00 1965/02/0720:00:00 42 0.51 22.81% 0.3 196 1981/12/30 09:00:00 1982/01/0223:00:00 87 0.507 22.92% 0.3 197 1973/03/20 09:00:00 1973/03/22 00:00:00 40 0.5 23.04% 0.29 198 1998/02/06 19:00:00 1998/02/0920:00:00 74 0.499 23.16% 0.29 199 1964/11/17 15:00:00 1964/11/18 17:00:00 27 0.492 23.27% 0.29 200 1957/02/28 20:00:00 1957/03/02 08:00:00 37 0.49 23.39% 0.29 201 1995/04/1609:00:00 1995/04/19 15:00:00 79 0.488 23.51% 0.29 202 1969/02/18 09:00:00 1969/02/20 20:00:00 60 0.483 23.63% 0.29 203 1996/10/30 15:00:00 1996/10/31 15:00:00 25 0.482 23.74% 0.29 204 1970/02/10 05:00:00 1970/02/12 01:00:00 45 0.479 23.86% .28 205 2001/02/25 11:00:00 2001/03/01 02:00:00 88 0.478 23.98% 0.28 206 1997/01/15 17:00:00 1997/01/16 15:00:00 23 0.475 24.09% 0.28 207 1972/11/16 12:00:00 1972/11/1808:00:00 45 0.471 24.21% 0.28 208 1971/04/14 12:00:00 1971/04/15 09:00:00 22 0.467 24.33% 0.28 209 1981/03/05 04:00:00 1981/03/06 11:00:00 32 0.465 24.44% 0.28 210 2007/04/20 16:00:00 2007/04/21 11:00:00 20 0.463 24.56% 0.28 211 1954/03/1623:00:00 1954/03/1723:00:00 25 0.461 24.68% 0.28 212 1989/03/25 12:00:00 1989/03/26 21:00:00 34 0.461 24.80% 0.27 213 1982/01/2005:00:00 1982/01/2207:00:00 51 0.461 24.91% 0.27 214 1998/11/08 09:00:00 1998/11/09 08:00:00 24 0.459 25.03% 0.27 215 1979/03/27 06:00:00 1979/03/29 07:00:00 50 0.452 25.15% 0.27 216 1965/12/14 18:00:00 1965/12/1706:00:00 61 0.451 25.26% 0.27 217 1993/03/26 02:00:00 1993/03/28 21:00:00 68 0.449 25.38% 0.27 218 1988/11/14 07:00:00 1988/11/15 05:00:00 23 0.445 25.50% 0.27 219 2002/12/2011:00:00 2002/12/22 09:00:00 47 0.443 25.61% 0.27 220 1982/11/0917:00:00 1982/11/1110:00:00 42 0.442 25.73% 0.26 221 1972/11/1415:00:00 1972/11/1512:00:00 22 0.441 25.85% 0.26 222 1974/01/07 17:00:00 1974/01/09 01:00:00 33 0.438 25.96% 0.26 223 1951/12/12 01:00:00 1951/12/1304:00:00 28 0.437 26.08% .26 224 1982/04/01 10:00:00 1982/04/02 12:00:00 27 0.435 26.20% 0.26 225 1961/01/26 10:00:00 1961/01/27 11:00:00 26 0.434 26.32% 0.26 226 1978/03/11 20:00:00 1978/03/13 08:00:00 37 0.43 26.43% 0.26 227 1 1976/12/3016:00:00 1977/01/01 01:00:00 34 0.429 26.55% 0.26 2/27/2020 6:53 PM 5/19 Excel Engineering pea kFlowStatisticsPostM itigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 228 1951/08/28 10:00:00 1951/08/2911:00:00 26 0.428 26.67% 0.25 229 1992/12/27 22:00:00 1992/12/30 01:00:00 52 0.425 26.78% 0.25 230 1993/06/05 14:00:00 1993/06/06 10:00:00 21 0.423 26.900/6 0.25 231 1983/04/29 08:00:00 1983/05/02 13:00:00 78 0.423 27.02% 0.25 232 1960/09/11 05:00:00 1960/09/12 04:00:00 24 0.421 27.13% 0.25 233 1984/11/24 18:00:00 1984/11/25 18:00:00 25 0.42 27.250/6 0.25 234 1962/03/18 20:00:00 1962/03/20 02:00:00 31 0.42 27.370/6 0.25 235 1955/01/18 17:00:00 1955/01/19 16:00:00 24 0.42 27.49% 0.25 236 1990/01/17 02:00:00 1990/01/18 18:00:00 41 0.418 27.60% 0.25 237 1954/03/20 12:00:00 1954/03/25 19:00:00 128 0.417 27.72% 0.25 238 1973/02/11 09:00:00 1973/02/1401:00:00 65 0.416 27.84% 0.24 239 1987/12/04 22:00:00 1987/12/05 17:00:00 20 0.416 27.95% 0.24 240 1993/11/30 05:00:00 1993/11/30 22:00:00 18 0.416 28.07% 0.24 241 1974/10/28 12:00:00 1974/10/30 07:00:00 44 0.416 28.19% 0.24 242 1958/02/25 09:00:00 1958/02/2606:00:00 22 0.414 28.30% 0.24 243 1984/12/18 09:00:00 1984/12/21 00:00:00 64 0.414 28.42% 0.24 244 1983/12/03 17:00:00 1983/12/04 16:00:00 24 0.413 28.54% 0.24 245 1971/02/1700:00:00 1971/02/1808:00:00 33 0.412 28.65% 0.24 246 1970/03/05 00:00:00 1970/03/05 21:00:00 22 0.412 28.77% 0.24 247 1991/01/09 15:00:00 1991/01/10 08:00:00 18 0.412 28.89% 0.24 248 1999/04/11 22:00:00 1999/04/13 00:00:00 27 0.412 29.01% 0.23 249 1960/01/14 20:00:00 1960/01/15 22:00:00 27 0.411 29.12% 0.23 250 1993/01/31 01:00:00 1993/01/31 18:00:00 18 0.411 29.24% 0.23 251 1979/03/01 10:00:00 1979/03/02 13:00:00 28 0.409 29.36% 0.23 252 1959/02/16 05:00:00 1959/02/17 17:00:00 37 0.409 29.470/6 0.23 253 1957/04/20 17:00:00 1957/04/22 19:00:00 51 0.408 29.59% 0.23 254 1959/04/26 07:00:00 1959/04/27 04:00:00 22 0.408 29.71% 0.23 255 1977/01/03 00:00:00 1977/01/0401:00:00 26 0.408 29.82% 0.23 256 1972/01/19 00:00:00 1972/01/1922:00:00 23 0.408 29.94% 0.23 257 1952/12/20 12:00:00 1952/12/2110:00:00 23 0.407 30.06% 0.23 258 1958/03/06 12:00:00 1958/03/07 17:00:00 30 0.405 30.18% 0.23 259 1955/04/30 22:00:00 1955/05/02 13:00:00 40 0.405 30.29% 0.22 260 1979/10/20 04:00:00 1979/10/21 12:00:00 33 0.404 30.41% 0.22 261 1981/02/25 22:00:00 1981/02/26 19:00:00 22 0.404 30.53% 0.22 262 1964/12/27 10:00:00 1964/12/29 00:00:00 39 0.403 30.64% 0.22 263 1986/04/06 03:00:00 1986/04/07 06:00:00 28 0.403 30.76% 0.22 264 1987/01/06 21:00:00 1987/01/0801:00:00 29 0.403 30.88% 0.22 265 2002/12/16 15:00:00 2002/12/1720:00:00 30 0.401 30.99% 0.22 266 1976/08/30 12:00:00 1976/08/31 08:00:00 21 0.399 31.11% 0.22 267 1986/10/09 22:00:00 1986/10/11 14:00:00 41 0.396 31.23% 0.22 268 1982/01/0507:00:00 1982/01/06 11:00:00 29 0.396 31.35% 0.22 269 1975/03/10 14:00:00 1975/03/12 03:00:00 38 0.395 31.46% 0.22 270 1964/01/2110:00:00 1964/01/23 04:00:00 43 0.394 31.58% 0.22 271 2001/04/07 16:00:00 2001/04/08 16:00:00 25 0.394 31.70% 0.21 272 1997/12/06 15:00:00 1997/12/0803:00:00 37 0.389 31.81% 0.21 273 1967/11/30 17:00:00 1967/12/0110:00:00 18 0.389 31.93% 0.21 274 2001/12/09 13:00:00 1 2001/12/10 16:00:00 1 28 0.387 32.050/6 0.21 2/27/2020 6:53 PM 6/19 Excel Engineering pea kFlowStatisticsPostM itigated.csv Rank [ Start Date End Date Duration Peak Frequency Return Period 275 1984/12/08 01:00:00 1984/12/08 21:00:00 21 0.387 32.16% 0.21 276 1986/02/08 00:00:00 1986/02/09 08:00:00 33 0.386 32.28% 0.21 277 1957/12/05 05:00:00 1957/12/0607:00:00 27 0.385 32.40% 0.21 278 1959/12/21 02:00:00 1959/12/2204:00:00 27 0.385 32.51% 0.21 279 1983/03/21 06:00:00 1983/03/25 17:00:00 108 0.385 32.63% 0.21 280 1969/03/21 14:00:00 1969/03/22 15:00:00 26 0.385 32.75% 0.21 281 1973/03/11 07:00:00 1973/03/1301:00:00 43 0.383 32.87% 0.21 282 1981/01/28 08:00:00 1981/01/3101:00:00 66 0.381 32.98% 0.21 283 1980/03/26 00:00:00 1980/03/26 19:00:00 20 0.378 33.10% 0.21 284 2003/12/25 03:00:00 2003/12/26 15:00:00 37 0.376 33.22% 0.2 285 2000/03/04 20:00:00 2000/03/06 22:00:00 51 0.375 33.33% 0.2 286 1999/03/25 16:00:00 1999/03/26 12:00:00 21 0.374 33.45% 0.2 287 1972/12/04 16:00:00 1972/12/05 12:00:00 21 0.373 33.57% 0.2 288 1957/10/14 02:00:00 1957/10/15 02:00:00 25 0.373 33.68% 0.2 289 1973/03/08 13:00:00 1973/03/09 09:00:00 21 0.371 33.80% 0.2 290 1965/12/29 20:00:00 1965/12/30 15:00:00 20 0.369 33.92% 0.2 291 1990/05/28 08:00:00 1890/05/2906:00:00 23 0.367 34.04% 0.2 292 1963/11/15 18:00:00 1963/11/16 13:00:00 20 0.364 34.15% 0.2 293 1960/11/26 19:00:00 1960/11/27 13:00:00 19 0.363 34.27% 0.2 294 1994/01/25 01:00:00 1994/01/26 11:00:00 35 0.363 34.39% 0.2 295 2004/12/05 14:00:00 2004/12/06 10:00:00 21 0.361 34.50% 0.2 296 2006/03/10 18:00:00 2006/03/12 07:00:00 38 0.36 34.62% 0.2 297 1957/01/07 16:00:00 1957/01/08 12:00:00 21 0.36 34.74% 0.2 298 1955/02/26 13:00:00 1955/02/28 15:00:00 51 0.358 34.85% 0.2 299 1959/12/1002:00:00 1959/12/10 22:00:00 21 0.358 34.97% 0.19 300 1986/12/06 08:00:00 1986/12/07 20:00:00 37 0.357 35.09% 0.19 301 1952/12/30 22:00:00 1952/12/3119:00:00 22 0.357 35.20% 0.19 302 1980/10/16 07:00:00 1980/10/17 00:00:00 18 0.356 35.32% 0.19 303 1969/11/06 21:00:00 1969/11/0806:00:00 34 0.354 35.44% 0.19 304 2004/04/01 22:00:00 2004/04/02 17:00:00 20 0.354 35.56% 0.19 305 2001/11/24 15:00:00 2001/11/25 13:00:00 23 0.354 35.670/6 0.19 306 2006/05/22 06:00:00 2006/05/23 00:00:00 19 0.353 35.79% 0.19 307 1982/11/29 13:00:00 1982/12/01 07:00:00 43 0.353 35.91% 0.19 308 1995/02/1404:00:00 1995/02/15 10:00:00 31 0.352 36.02% 0.19 309 2000/02/20 15:00:00 2000/02/22 15:00:00 49 0.351 36.140/6 0.19 310 1979/01/30 20:00:00 1979/02/0305:00:00 82 0.351 36.261/6 0.19 311 1984/10/1707:00:00 1984/10/18 01:00:00 19 0.35 36.370/6 0.19 312 1955/02/16 22:00:00 1955/02/18 02:00:00 29 0.348 36.490/6 0.19 313 1980/12/04 13:00:00 1980/12/0523:00:00 35 0.348 36.61% 0.19 314 1962/02/19 13:00:00 1962/02/21 23:00:00 59 0.345 36.73% 0.19 315 1957/03/16 12:00:00 1957/03/17 05:00:00 18 0.345 36.840/6 0.18 316 1979/02/21 03:00:00 1979/02/2200:00:00 22 0.344 36.96% 0.18 317 1955/01/10 06:00:00 1955/01/11 04:00:00 23 0.342 37.08% 0.18 318 1980/12/0713:00:00 1980/12/08 05:00:00 17 0.34 37.19% 0.18 319 1952/04/10 13:00:00 1952/04/1113:00:00 25 0.339 37.31% 10.18 320 1987/02/23 17:00:00 1987/02/2606:00:00 62 0.339 37.43% 10.18 321 1994/02/07 05:00:00 1 1994/02/08 20:00:00 1 40 1 0.337 1 37.54% 10.18 2/27/2020 6:53 PM 7/19 Excel Engineering pea kFlowStatisticsPostM itigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 322 1986/01/30 05:00:00 1986/02/01 10:00:00 54 0.336 37.660/6 0.18 323 1980/04/22 13:00:00 1980/04/23 21:00:00 33 0.335 37.780/6 0.18 324 1952/03/01 00:00:00 1952/03/02 03:00:00 28 0.329 37.89% 0.18 325 1987/04/04 08:00:00 1987/04/05 09:00:00 26 0.329 38.01% 0.18 326 1999/02/04 11:00:00 1999/02/05 16:00:00 30 0.327 38.13% 0.18 327 2007/12/07 07:00:00 2007/12/09 09:00:00 51 0.325 38.250/6 0.18 328 1980/03/10 17:00:00 1980/03/11 09:00:00 17 0.323 38.36% 0.18 329 1983/04/18 04:00:00 1983/04/1901:00:00 22 0.32 38.48% 0.18 330 1974/12/28 10:00:00 1974/12/3001:00:00 40 0.32 38.60% 0.18 331 2006/03/29 00:00:00 2006/03/29 21:00:00 22 0.319 38.71% 0.18 332 2007/08/26 13:00:00 2007/08/27 04:00:00 16 0.318 38.83% 0.18 333 1978/03/09 17:00:00 1978/03/10 10:00:00 18 0.317 38.95% 0.17 334 2000/04/17 20:00:00 2000/04/18 21:00:00 26 0.317 39.06% 0.17 335 1954/12/10 00:00:00 1954/12/1020:00:00 21 0.315 39.18% 0.17 336 1961/11/20 18:00:00 1961/11/21 09:00:00 16 0.314 39.30% 0.17 337 1962/02/15 21:00:00 1962/02/1706:00:00 34 0.313 39.42% 0.17 338 1975/02/03 11:00:00 1975/02/0420:00:00 34 0.312 39.53% 0.17 339 1979/02/14 06:00:00 1979/02/1421:00:00 16 0.311 39.65% 0.17 340 1963/04/17 07:00:00 1963/04/18 00:00:00 18 0.311 39.77% 0.17 341 2006/02/18 10:00:00 2006/02/20 01:00:00 40 0.309 39.88% 0.17 342 2000/10/26 11:00:00 2000/10/28 01:00:00 39 0.308 40.00% 0.17 343 1961/11/25 04:00:00 1961/11/26 11:00:00 32 0.307 40.12% 0.17 344 1951/11/23 02:00:00 1951/11/23 22:00:00 21 0.306 40.23% 0.17 345 1998/05/12 17:00:00 1998/05/13 10:00:00 18 0.304 40.35% 0.17 346 1974/03/02 12:00:00 1974/03/03 14:00:00 27 0.303 40.47% 0.17 347 1985/12/02 13:00:00 1985/12/03 15:00:00 27 0.303 40.58% 0.17 348 1972/11/1110:00:00 1972/11/1201:00:00 16 0.302 40.70% 0.17 349 2004/02/03 02:00:00 2004/02/04 06:00:00 29 0.302 40.82% 0.17 350 1968/02/13 06:00:00 1968/02/13 23:00:00 18 0.302 40.940/6 0.17 351 1996/12/27 18:00:00 1996/12/28 19:00:00 26 0.301 41.050/6 0.17 352 2006/12/1001:00:00 2006/12/11 05:00:00 29 0.299 41.170/6 0.17 353 1993/02/23 20:00:00 1993/02/24 16:00:00 21 0.298 41.29% 0.16 354 1995/03/21 13:00:00 1995/03/22 05:00:00 17 0.298 41.40% 0.16 355 1953/03/01 04:00:00 1953/03/02 15:00:00 36 0.295 41.52% 0.16 356 1966/01/30 10:00:00 1966/01/31 10:00:00 25 0.295 41.64% 0.16 357 1960/11/0523:00:00 1960/11/0702:00:00 28 0.295 41.75% 0.16 358 1996/02/21 04:00:00 1996/02/2211:00:00 32 0.294 41.87% 0.16 359 1980/01/1721:00:00 1980/01/19 13:00:00 41 0.293 41.99% 0.16 360 1958/09/24 04:00:00 1958/09/24 20:00:00 17 0.292 42.11% 0.16 361 1973/02/28 04:00:00 1973/02/28 21:00:00 18 0.29 42.220/6 0.16 362 1973/11/17 06:00:00 1973/11/19 10:00:00 53 0.289 42.340/6 0.16 363 1990/04/16 23:00:00 1990/04/18 03:00:00 29 0.289 42.46% 0.16 364 1983/02/02 17:00:00 1983/02/03 23:00:00 31 0.289 42.57% 0.16 365 1998/01/29 19:00:00 1998/01/30 09:00:00 15 0.288 42.690/6 0.16 366 1 1952/01/2507:00:00 1952/01/2523:00:00 17 0.288 42.81% 1016 367 1 1973/02/15 14:00:00 1973/02/1603:00:00 14 0.286 42.92% 10.16 368 1 1982/09/2605:00:00 1982/09/2706:00:00 1 26 1 0.285 43.04% 10.16 2/27/2020 6:53 PM 8/19 Excel Engineering pea kFlowStatisticsPostMitigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 369 1996/03/12 19:00:00 1996/03/14 01:00:00 31 0.285 43.16% 0.16 370 1995/01/25 11:00:00 1995/01/27 00:00:00 38 0.284 43.27% 0.16 371 1955/04/22 06:00:00 1955/04/22 22:00:00 17 0.284 43.39% 0.16 372 1977/12/18 02:00:00 1977/12/18 21:00:00 20 0.284 43.51% 0.16 373 1962/03/06 09:00:00 1962/03/07 11:00:00 27 0.283 43.63% 0.16 374 1963/09/04 10:00:00 1963/09/05 01:00:00 16 0.283 43.74% 0.16 375 1954/03/30 06:00:00 1954/03/30 20:00:00 15 0.282 43.86% 0.16 376 2007/12/19 00:00:00 2007/12/20 01:00:00 26 0.282 43.98% 0.15 377 1968/04/01 21:00:00 1968/04/02 12:00:00 16 0.282 44.09% 0.15 378 1967/04/18 23:00:00 1967/04/20 10:00:00 36 0.281 44.21% 0.15 379 1983/04/1209:00:00 1983/04/13 19:00:00 35 0.277 44.33% 0.15 380 1984/12/1605:00:00 1984/12/16 18:00:00 14 0.277 44.44% 0.15 381 1990/06/09 16:00:00 1990/06/11 02:00:00 35 0.276 44.56% 0.15 382 1975/02/0908:00:00 1975/02/10 13:00:00 30 0.276 44.68% 0.15 383 1957/06/10 05:00:00 1957/06/10 18:00:00 14 0.276 44.80% 0.15 384 1952/11/2303:00:00 1952/11/2320:00:00 18 0.274 44.91% 0.15 385 1965/03/12 17:00:00 1965/03/14 04:00:00 36 0.274 45.03% 0.15 386 1978/01/19 08:00:00 1978/01/20 00:00:00 17 0.273 45.15% 0.15 387 1996/02/25 11:00:00 1996/02/28 11:00:00 73 0.273 45.26% 0.15 388 2008/02/03 10:00:00 2008/02/04 09:00:00 24 0.273 45.38% 0.15 389 1953/11/14 18:00:00 1953/11/15 18:00:00 25 0.273 45.50% 0.15 390 1952/03/1300:00:00 1952/03/13 19:00:00 20 0.272 45.61% 0.15 391 1964/03/23 02:00:00 1964/03/24 11:00:00 34 0.272 45.73% 0.15 392 1975/11/27 20:00:00 1975/11/29 07:00:00 36 0.27 45.85% 0.15 393 1957/10/31 03:00:00 1957/10/31 16:00:00 14 0.269 45.96% 0.15 394 2005/03/22 22:00:00 2005/03/23 11:00:00 14 0.268 46.08% 0.15 395 1959/02/08 05:00:00 1959/02/09 09:00:00 29 0.268 46.20% 0.15 396 1982/12/2921:00:00 1982/12/30 09:00:00 13 0.267 46.32% 0.15 397 1998/03/31 17:00:00 1998/04/01 21:00:00 29 0.267 46.43% 0.15 398 1967/03/31 13:00:00 1967/04/01 01:00:00 13 0.266 46.55% 0.15 399 1955/11/14 09:00:00 1955/11/14 22:00:00 14 0.266 46.67% 0.15 400 1982/03/2523:00:00 1982/03/26 17:00:00 19 0.266 46.78% 0.15 401 1978/11/21 19:00:00 1978/11/22 12:00:00 18 0.265 46.90% 0.15 402 1957/01/05 12:00:00 1957/01/06 00:00:00 13 0.265 47.02% 0.14 403 1983/11/20 10:00:00 1983/11/21 05:00:00 20 0.265 47.13% 0.14 404 1953/04/27 23:00:00 1953/04/28 12:00:00 14 0.263 47.25% 0.14 405 2000/02/1119:00:00 2000/02/1422:00:00 76 0.263 47.37% 0.14 406 2005/10/16 20:00:00 2005/10/18 21:00:00 50 0.263 47.499/o 0.14 407 1965/01/24 08:00:00 1965/01/24 21:00:00 14 0.262 47.60% 0.14 408 1991/12/2804:00:00 1991/12/28 16:00:00 13 0.262 47.72% 0.14 409 1963/04/26 05:00:00 1963/04/26 17:00:00 13 0.262 47.84% 0.14 410 1966/10/10 15:00:00 1966/10/11 03:00:00 13 0.262 47.95% 0.14 411 1971/12/2717:00:00 1971/12/2903:00:00 35 0.261 48.07% 0.14 412 1953/02/23 12:00:00 1953/02/2405:00:00 18 0.26 48.19% 0.14 413 1958/03/27 16:00:00 1958/03/28 04:00:00 13 0.258 48.30% 0.14 414 1978/11/24 11:00:00 1978/11/25 00:00:00 14 0.258 48.42% 0.14 415 1982/01/28 19:00:00 1 1982/01/29 13:00:00 1 19 1 0.257 48.54% 10.14 2/27/2020 6:53 PM 9/19 Excel Engineering peakFlowStatisticsPostM itigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 416 1971/10/16 22:00:00 1971/10/17 15:00:00 18 0.257 48.65% 0.14 417 1998/03/25 19:00:00 1998/03/27 08:00:00 38 0.256 48.770/a 0.14 418 1969/04/05 23:00:00 1969/04/06 11:00:00 13 0.256 48.89% 0.14 419 1960/02/09 00:00:00 1960/02/10 19:00:00 44 0.256 49.01% 0.14 420 1982/11/19 02:00:00 1982/11/20 16:00:00 39 0.254 49.12% 0.14 421 1955/03/11 04:00:00 1955/03/11 15:00:00 12 0.254 49.24% 0.14 422 1998/12/06 08:00:00 1998/12/06 19:00:00 12 0.251 49.36% 0.14 423 1975/12/20 16:00:00 1975/12/21 05:00:00 14 0.251 49.470/6 0.14 424 1987/03/22 03:00:00 1987/03/22 15:00:00 13 0.25 49.591/6 0.14 425 1968/11/14 20:00:00 1968/11/15 11:00:00 16 0.25 49.71% 0.14 426 1973/03/05 11:00:00 1973/03/07 10:00:00 48 0.249 49.82% 0.14 427 1967/04/21 23:00:00 1967/04/22 13:00:00 15 0.247 49.94% 0.14 428 1987/10/31 08:00:00 1987/11/02 10:00:00 51 0.247 50.06% 0.14 429 1976/04/15 17:00:00 1976/04/16 18:00:00 26 0.246 50.18% 0.14 430 1995/03/23 12:00:00 1995/03/24 04:00:00 17 0.245 50.29% 0.14 431 1990/02/0413:00:00 1990/02/05 01:00:00 13 0.245 50.41% 0.14 432 1976/04/13 06:00:00 1976/04/13 22:00:00 17 0.244 50.53% 0.13 433 1998/12/0119:00:00 1998/12/0206:00:00 12 0.244 50.640/6 0.13 434 2005/12/3119:00:00 2006/01/03 06:00:00 60 0.242 50.760/6 0.13 435 1988/08/24 07:00:00 1988/08/25 00:00:00 18 0.242 50.880/6 0.13 436 1996/01/31 06:00:00 1996/02/02 02:00:00 45 0.242 50.990/6 0.13 437 1955/01/16 11:00:00 1955/01/17 03:00:00 17 0.242 51.11% 0.13 438 1974/03/27 10:00:00 1974/03/2721:00:00 12 0.241 51.23% 0.13 439 1986/02/13 10:00:00 1986/02/1400:00:00 15 0.241 51.350/6 0.13 440 1969/01/14 04:00:00 1969/01/14 22:00:00 19 0.241 51.460/6 0.13 441 1984/04/28 00:00:00 1984/04/28 11:00:00 12 0.241 51.580/6 0.13 442 1991/10/2702:00:00 1991/10/2720:00:00 19 0.24 51.70% 0.13 443 1975/04/17 10:00:00 1975/04/17 21:00:00 12 0.239 51.81% 0.13 444 2004/03/02 02:00:00 2004/03/02 14:00:00 13 0.239 51.93% 0.13 445 1988/12/18 15:00:00 1988/12/1907:00:00 17 0.238 52.059/6 0.13 446 1988/01/05 16:00:00 1988/01/06 04:00:00 13 0.238 52.160/6 0.13 447 1951/12/19 10:00:00 1951/12/1922:00:00 13 0.237 52.280/6 0.13 448 1996/12/0602:00:00 1996/12/06 18:00:00 17 0.237 52.40% 0.13 449 1957/02/2308:00:00 1957/02/23 21:00:00 14 0.237 52.51% 0.13 450 1960/01/25 23:00:00 1960/01/26 10:00:00 12 0.237 52.63% 0.13 451 1987/02/13 23:00:00 1987/02/14 10:00:00 12 0.236 52.75% 0.13 452 2006/03/21 04:00:00 2006/03/21 14:00:00 11 0.236 52.870/6 0.13 453 1957/12/15 12:00:00 1957/12/17 18:00:00 55 0.235 52.98% 0.13 454 2007/02/2807:00:00 2007/03/01 06:00:00 24 0.233 53.10% 0.13 455 1983/02/06 14:00:00 1983/02/08 18:00:00 53 0.231 53.22% 0.13 456 1987/11/04 21:00:00 1987/11/05 20:00:00 24 0.231 53.33% 0.13 457 1978/11/10 18:00:00 1978/11/12 18:00:00 49 0.231 53.450/6 0.13 458 1993/12/1119:00:00 1993/12/12 11:00:00 17 0.23 53.57% 0.13 459 1985/01/07 13:00:00 1985/01/08 13:00:00 25 0.23 53.68% 0.13 460 1984/12/1022:00:00 1984/12/11 16:00:00 19 0.228 53.80% 0.13 461 1983/02/2402:00:00 1983/02/25 09:00:00 32 0.228 53.92% 0.13 462 1960/11/13 02:00:00 1 1960/11/13 11:00:00 10 1 0.228 1 54.04% 0.13 2/27/2020 6:53 PM 10/19 Excel Engineering peakFlowStatisticsPostM itigated.csv - Rank Start Date End Date Duration Peak Frequency Return Period 463 1969/11/10 04:00:00 1969/11/10 14:00:00 11 0.227 54.15% 0.13 464 1959/01/06 11:00:00 1959/01/06 20:00:00 10 0.226 54.27% 0.13 465 2001/03/06 18:00:00 2001/03/08 01:00:00 32 0.224 54.39% 0.13 466 1971/02/23 07:00:00 1971/02/23 16:00:00 10 0.223 54.50% 0.12 467 1952/12/28 10:00:00 1952/12/28 22:00:00 13 0.223 54.62% 0.12 468 1958/03/11 03:00:00 1958/03/12 10:00:00 32 0.223 54.74% 0.12 469 1990/01/31 03:00:00 1990/01/31 12:00:00 10 0.222 54.850/9 0.12 470 1964/11/09 15:00:00 1964/11/11 03:00:00 37 0.222 54.970/a 0.12 471 1978/01/30 13:00:00 1978/01/31 08:00:00 20 0.22 55.090/6 0.12 472 1980/03121 12:00:00 1980/03/22 08:00:00 21 0.22 55.20% 0.12 473 1998/04/1119:00:00 1998/04/12 05:00:00 11 0.22 55.32% 0.12 474 1989/05/14 09:00:00 1989/05/15 17:00:00 33 0.22 55.44% 0.12 475 1994/11/10 14:00:00 1994/11/10 23:00:00 10 0.22 55.56% 0.12 476 1983/12/09 19:00:00 1983/12/1004:00:00 10 0.22 55.67% 0.12 477 1989/02/04 00:00:00 1989/02/05 02:00:00 27 0.219 55.79% 0.12 478 - 1952/03/10 21:00:00 1952/03/1112:00:00 16 0.219 55.91% 0.12 479 1991/03/15 16:00:00 1991/03/16 01:00:00 10 0.219 56.02% 0.12 480 1985/02/02 05:00:00 1985/02/02 21:00:00 17 0.218 56.140/6 0.12 481 1965/01/0100:00:00 1965/01/01 08:00:00 9 0.218 56.260/6 0.12 482 1982/09/16 13:00:00 1982/09/1720:00:00 32 0.217 56.370/6 0.12 483 1997/01/23 09:00:00 1997/01/24 06:00:00 22 0.217 56.49% 0.12 484 1970/01/16 19:00:00 1970/01/17 05:00:00 11 0.217 56.61% 0.12 485 1977/05/24 07:00:00 1977/05/24 18:00:00 12 0.217 56.73% 0.12 486 1992/03/2708:00:00 1992/03/27 16:00:00 9 0.217 56.84% 0.12 487 1960/11/03 22:00:00 1960/11/0407:00:00 10 0.217 56.96% 0.12 488 1976/11/12 03:00:00 1976/11/12 15:00:00 13 0.216 57.08% 0.12 489 1954/01/24 13:00:00 1954/01/25 12:00:00 24 0.216 57.19% 0.12 490 1964/11/13 11:00:00 1964/11/13 19:00:00 9 0.216 57.31% 0.12 491 1973/02/0606:00:00 1973/02/07 15:00:00 34 0.214 57.43% 0.12 492 1982/01/1022:00:00 1982/01/1114:00:00 17 0.214 57.54% 0.12 493 1951/12/0503:00:00 1951/12/05 15:00:00 13 0.213 57.66% 0.12 494 2007/02/1114:00:00 2007/02/11 22:00:00 9 0.213 57.78% 0.12 495 1953/10/22 09:00:00 1953/10/22 18:00:00 10 0.212 57.89% 0.12 496 1957/10/2106:00:00 1957/10/21 14:00:00 9 0.212 58.01% 0.12 497 1989/02/09 17:00:00 1989/02/10 14:00:00 22 0.212 58.13% 0.12 498 1957/05/2107:00:00 1957/05/21 16:00:00 10 0.211 58.250/6 0.12 499 1992/03/0804:00:00 1992/03/08 19:00:00 16 0.21 58.360/6 0.12 500 1955/11/17 14:00:00 1955/11/1802:00:00 13 0.21 58.480/6 0.12 501 1956/01/31 12:00:00 1956/01/31 20:00:00 9 0.21 58.60% 0.12 502 2004/11/21 09:00:00 2004/11/21 17:00:00 9 0.208 58.71% 0.12 503 1963/03/28 13:00:00 1963/03/28 21:00:00 9 0.208 58.83% 0.12 504 1985/01/28 17:00:00 1985/01/29 10:00:00 18 0.207 58.95% 0.12 505 1979/02/23 04:00:00 1979/02/23 14:00:00 11 0.206 59.06% 0.12 506 1989/03/02 12:00:00 1989/03/03 04:00:00 17 0.206 59.18% 0.12 507 1997/12/1819:00:00 1997/12/19 05:00:00 11 0.205 59.30% 0.1 508 2001/03/10 19:00:00 2001/03/11 05:00:00 11 0.205 59.42% 0.1 509 1 1996/01/21 21:00:00 1 1996/01/22 16:00:00 1 20 1 0.204 59.53% 0.1 2/27/2020 6:53 PM 11/19 Excel Engineering pea kFlowStatisticsPostMitigated.csv - Rank Start Date End Date Duration Peak Frequency Return Period 510 1981/04/18 23:00:00 1981/04/19 14:00:00 16 0.204 59.65% 0.11 511 1997/01/03 08:00:00 1997/01/03 19:00:00 12 0.203 59.77% 0.11 512 1994/12/2503:00:00 1994/12/25 13:00:00 11 0.202 59.88% 0.11 513 1972/10/19 05:00:00 1972/10/20 10:00:00 30 0.201 60.00% 0.11 514 1979/12/21 08:00:00 1979/12/21 21:00:00 14 0.201 60.12% 0.11 515 1963/02/14 12:00:00 1963/02/14 20:00:00 9 0.2 60.23% 0.11 516 1979/01/09 13:00:00 1979/01/09 22:00:00 10 0.2 60.351/6 0.11 517 2008/02/20 12:00:00 2008/02/20 20:00:00 9 0.2 60.47% 0.11 518 1984/12/03 10:00:00 1984/12/03 18:00:00 9 0.197 60.58% 0.11 519 1956/02/24 12:00:00 1956/02/24 19:00:00 8 0.196 60.70% 0.11 520 1976/07/27 02:00:00 1976/07/27 09:00:00 8 0.196 60.82% 0.11 521 1998/01/09 20:00:00 1998/01/11 01:00:00 30 0.196 60.941/6 0.11 522 1995/01/24 01:00:00 1995/01/24 10:00:00 10 0.196 61.05% 0.11 523 2006/12/2710:00:00 2006/12/2717:00:00 8 0.196 61.17% 0.11 524 1964/10/15 14:00:00 1964/10/15 21:00:00 8 0.196 61.290/6 0.11 525 1994/01/27 17:00:00 1994/01/28 00:00:00 8 0.195 61.40% 0.11 526 2001/02/2019:00:00 2001/02/21 04:00:00 10 0.195 61.52% 0.11 527 1971/12/04 04:00:00 1971/12/0411:00:00 8 0.195 61.640/6 0.11 528 2007/02/1905:00:00 2007/02/1916:00:00 12 0.194 61.75% 0.11 529 1975/03/22 11:00:00 1975/03/22 18:00:00 8 0.192 61.87% 0.11 530 1992/12/18 04:00:00 1992/12/1810:00:00 7 0.192 61.99% 0.11 531 2003/11/1208:00:00 2003/11/13 07:00:00 24 - 0.19 62.11% 0.11 532 1987/03/05 22:00:00 1987/03/06 22:00:00 25 0.19 62.22% 0.11 533 1999/06/04 02:00:00 1999/06/04 08:00:00 7 0.19 62.34% 0.11 534 1956/12/0606:00:00 1956/12/06 13:00:00 8 0.189 62.46% 0.11 535 1967/11/2621:00:00 1967/11/27 03:00:00 7 0.188 62.57% 0.11 536 1990/01/13 13:00:00 1990/01/14 19:00:00 31 0.188 62.69% 0.11 537 1957/04/18 05:00:00 1957/04/18 12:00:00 8 0.187 62.81% 0.11 538 1996/03/05 00:00:00 1996/03/05 07:00:00 8 0.187 62.92% 0.11 539 1978/04/15 22:00:00 1978/04/16 05:00:00 8 0.187 63.040/9 0.11 540 1987/03/1511:00:00 1987/03/15 18:00:00 8 0.187 63.16% 0.11 541 1992/02/1003:00:00 1992/02/10 13:00:00 11 0.186 63.27% 0.11 542 1985/10/22 02:00:00 1985/10/22 08:00:00 7 0.186 63.39% 0.11 543 1995/12/2312:00:00 1995/12/23 18:00:00 7 0.186 63.51% 0.11 544 1995/01/2106:00:00 1995/01/21 12:00:00 7 0.184 63.63% 0.11 545 1972/12/0708:00:00 1972/12/08 18:00:00 35 0.183 63.74% 0.11 546 1954/01/12 19:00:00 1954/01/13 01:00:00 7 0.183 63.86% 0.11 547 1978/04/08 14:00:00 1978/04/09 00:00:00 11 0.182 63.98% 0.11 548 2001/02123 19:00:00 2001/02/2403:00:00 9 0.182 64.09% 0.11 549 1995/06/16 00:00:00 1995/06/17 03:00:00 28 0.181 64.21% 0.11 550 2001/11/29 19:00:00 2001/11/30 02:00:00 8 0.18 64.33% 0.11 551 1977/03/16 15:00:00 1977/03/22 18:00:00 148 0.179 64.44% 0.11 552 1957/01/26 08:00:00 1957/01/26 15:00:00 8 0.179 64.56% 0.11 553 2005/09/20 07:00:00 2005/09/20 13:00:00 7 0.179 64.68% 0.11 554 1957/05/1911:00:00 1957/05/19 16:00:00 6 0.178 64.80% 0.11 555 1985/03/27 09:00:00 1985/03/28 18:00:00 34 0.178 64.91% 0.11 556 1 2007/02/23 00:00:00 1 2007/02/23 05:00:00 1 6 1 0.177 65.03% 0.1 2/27/2020 6:53 PM 12/19 Excel Engineering peakFlowStatisticsPostM itigated.csv Rank Start Date End Date Duration Peak Frequency 'Return Period 557 1982/03/28 22:00:00 1982/03/29 09:00:00 12 0.177 65.15% 0.1 558 1958/05/11 12:00:00 1958/05/11 20:00:00 9 0.176 65.26% 0.1 559 1985/09/18 14:00:00 1985/09/18 20:00:00 7 0.176 65.38% 0.1 560 1993/01/10 14:00:00 1993/01/10 20:00:00 7 0.175 65.50% 0.1 561 1962/02/25 00:00:00 1962/02/25 05:00:00 6 0.175 65.61% 0.1 562 1998/03/13 20:00:00 1998/03/15 01:00:00 30 0.175 65.73% 0.1 563 2000/02/23 19:00:00 2000/02/2402:00:00 8 0.175 65.85% 0.1 564 1951/10/08 10:00:00 1951/10/08 15:00:00 6 0.175 65.96% 0.1 565 1977/02/24 17:00:00 1977/02/25 05:00:00 13 0.174 66.08% 0.1 566 1969/01/20 05:00:00 1969/01/21 13:00:00 33 0.174 66.20% 0.1 567 1989/02/02 09:00:00 1989/02/02 16:00:00 8 0.172 66.32% 0.1 568 1995/12/13 07:00:00 1995/12/13 16:00:00 10 0.172 66.43% 0.1 569 1987/03/25 00:00:00 1987/03/26 03:00:00 28 0.171 66.550/9 0.1 570 1996/02/03 14:00:00 1996/02/03 18:00:00 5 0.17 66.67% 0.1 571 1977/02/2204:00:00 1977/02/22 11:00:00 8 0.17 66.78% 0.1 572 1958/02/13 05:00:00 1958/02/13 13:00:00 9 0.17 66.90% 0.1 573 2001/12/03 20:00:00 2001/12/05 01:00:00 30 0.17 67.02% 0.1 574 1988/12/2801:00:00 1988/12/28 17:00:00 17 0.169 67.13% 0.1 575 2005/03/04 12:00:00 2005/03/05 08:00:00 21 0.168 67.25% 0.1 576 2002/03/18 01:00:00 2002/03/18 09:00:00 9 0.167 67.37% 0.1 577 1969/03/13 04:00:00 1969/03/13 09:00:00 6 0.167 67.49% 0.1 578 1951/10/11 02:00:00 1951/10/11 06:00:00 5 0.167 67.60% 0.1 579 2006/12/16 23:00:00 2006/12/17 09:00:00 11 0.167 67.72% 0.1 580 1999/06/02 04:00:00 1999/06/02 11:00:00 8 0.167 67.84% 0.1 581 1965/12/12 21:00:00 1965/12/1317:00:00 21 0.167 67.95% 0.1 582 1965/12/2203:00:00 1965/12/22 14:00:00 12 0.167 68.07% 0.1 583 1978/03/22 17:00:00 1978/03/23 20:00:00 28 0.167 68.19% 0.1 584 1975/12/12 19:00:00 1975/12/13 00:00:00 6 0.166 68.30% 0.1 585 1987/12/29 14:00:00 1987/12/30 11:00:00 22 0.166 68.42% 0.1 586 2007/04/23 02:00:00 2007/04/23 06:00:00 5 0.166 68.54% 0.1 587 1955/01/31 01:00:00 1955/01/31 13:00:00 13 0.165 68.65% 0.1 588 1983/08/18 10:00:00 1983/08/18 17:00:00 8 0.165 68.77% 0.1 589 1987/07/17 11:00:00 1987/07/17 18:00:00 8 0.165 68.89% 0.1 590 1983/10/07 11:00:00 1983/10/08 08:00:00 22 0.165 69.01% 0.1 591 1984/12/1223:00:00 1984/12/13 02:00:00 4 0.164 69.12% 0.1 592 1993/12/14 20:00:00 1993/12/1501:00:00 6 0.164 69.24% 0.1 593 1990/01/02 09:00:00 1990/01/02 16:00:00 8 0.164 69.36% 0.1 594 - 1962/01/1303:00:00 1962/01/13 07:00:00 5 0.164 69.47% 0.1 595 1991/12/19 13:00:00 1991/12/19 16:00:00 4 0.164 69.59% 0.1 596 1980/04/28 18:00:00 1980/04/29 14:00:00 21 0.164 69.71% 0.1 597 1985/02/0400:00:00 1985/02/04 03:00:00 4 0.164 69.82% 0.1 598 1978/11/13 23:00:00 1978/11/14 02:00:00 4 0.163 69.94% 0.1 599 1964/03/02 15:00:00 1964/03/02 18:00:00 4 0.163 70.06% 0.1 600 1969/12/0902:00:00 1969/12/0907:00:00 6 0.163 70.18% 0.1 601 1978/11/15 12:00:00 1978/11/15 15:00:00 4 0.163 70.29% 0.1 602 1988/11/10 14:00:00 1988/11/11 14:00:00 25 0.163 70.41% 0.1 603 1981/04/02 07:00:00 1 1981/04/02 16:00:00 1 10 1 0.163 1 70.53% 10.1 2/27/2020 6:53 PM 13/19 tMitigated.csv Rank Start Date End Date Duration Peak Frequency Return Period 604 1987/12/19 21:00:00 1987/12/20 00:00:00 4 0.163 70.64% 0.1 605 1986/02/17 08:00:00 1986/02/17 11:00:00 4 0.163 70.76% 0.1 606 2000/11/11 02:00:00 2000/11/11 07:00:00 6 0.162 70.880/6 0.1 607 1973/02/03 23:00:00 1973/02/0404:00:00 6 0.161 70.990/6 0.1 608 1966/01/01 02:00:00 1966/01/01 05:00:00 4 0.161 71.11% 0.1 609 1980/05/09 15:00:00 1980/05/10 18:00:00 28 0.161 71.23% 0.1 610 1975/03/14 04:00:00 1975/03/14 08:00:00 5 0.161 71.350/6 0.1 611 1951/10/15 12:00:00 1951/10/15 15:00:00 4 0.161 71.46% 0.1 612 1971/01/12 22:00:00 1971/01/13 03:00:00 6 0.161 71.580/6 0.1 613 1985/10/07 12:00:00 1985/10/07 15:00:00 4 0.16 71.70% 0.1 614 1983/01/22 17:00:00 1983/01/23 18:00:00 26 0.16 71.81% 0.09 615 2000/11/30 11:00:00 2000/11/30 15:00:00 5 0.16 71.93% 0.09 616 1987/02/05 14:00:00 1987/02/05 17:00:00 4 0.16 72.05% 0.09 617 1998/11/28 09:00:00 1998/11/29 06:00:00 22 0.16 72.160/6 0.09 618 2006/03/03 17:00:00 2006/03/03 20:00:00 4 0.159 72.280/6 0.09 619 1999/09/18 19:00:00 1999/09/18 22:00:00 4 0.159 72.40% 0.09 620 1952/12/0607:00:00 1952/12/06 10:00:00 4 0.159 72.51% 0.09 621 1951/11/20 04:00:00 1951/11/21 02:00:00 23 0.159 72.63% 0.09 622 1957/01/10 03:00:00 1957/01/10 13:00:00 11 0.159 72.75% 0.09 623 1952/12/17 10:00:00 1952/12/17 19:00:00 10 0.158 72.87% 0.09 624 1979/12/25 12:00:00 1979/12/25 15:00:00 4 0.158 72.980/6 0.09 625 1983/12/1917:00:00 1983/12/1920:00:00 4 0.158 73.10% 0.09 626 1992/03/3117:00:00 1992/03/31 20:00:00 4 0.158 73.22% 0.09 627 1954/12/04 01:00:00 1954/12/0405:00:00 5 0.158 73.33% 0.09 628 1989/01/07 18:00:00 1989/01/07 22:00:00 5 0.158 73.450/6 0.09 629 1978/04/02 21:00:00 1978/04/03 00:00:00 4 0.158 73.570/6 0.09 630 1995/01/16 13:00:00 1995/01/16 16:00:00 4 0.157 73.680/6 0.09 631 1984/11/16 17:00:00 1984/11/16 20:00:00 4 0.157 73.80% 0.09 632 1992/03/29 15:00:00 1992/03/29 18:00:00 4 0.157 73.92% 0.09 633 1974/01/01 07:00:00 1974/01/01 12:00:00 6 0.157 74.04% 0.09 634 1962/03/2302:00:00 1962/03/2305:00:00 4 0.157 74.15% 0.09 635 1977/07/15 17:00:00 1977/07/15 20:00:00 4 0.156 74.27% 0.09 636 1965/11/25 13:00:00 1965/11/25 16:00:00 4 0.156 74.39% 0.09 637 1977/12/23 06:00:00 1977/12/23 09:00:00 4 0.156 74.50% 0.09 638 1955/04/26 13:00:00 1955/04/26 16:00:00 4 0.156 74.62% 0.09 639 1961/03/28 09:00:00 1961/03/28 19:00:00 11 0.155 74.740/6 0.09 640 1987/11/18 00:00:00 1987/11/18 03:00:00 4 0.155 74.85% 0.09 641 1959/10/01 08:00:00 1959/10/01 11:00:00 4 0.154 74.970/6 0.09 642 1977/01/29 04:00:00 1977/01/29 08:00:00 5 0.154 75.090/6 0.09 643 1989/01/23 22:00:00 1989/01/24 02:00:00 5 0.154 75.20% 0.09 644 1965/09/16 21:00:00 1965/09/17 13:00:00 17 0.154 75.32% 0.09 645 1983/03/28 10:00:00 1983/03/28 13:00:00 4 0.153 75.440/6 0.09 646 1979/11/12 14:00:00 1979/11/12 17:00:00 4 0.153 75.56% 0.09 647 1991/03/13 22:00:00 1991/03/1401:00:00 4 0.153 75.67% 0.09 648 2001/04/10 20:00:00 2001/04/10 23:00:00 4 0.153 75.79% 0.09 649 1953/04/20 13:00:00 1953/04/20 16:00:00 4 0.153 75.91% 0.09 650 1983/12/15 16:00:00 1983/12/15 19:00:00 4 0.153 76.02% 10.09 2/27/2020 6:53 PM 14/19 Excel Engineering pea kFlowStatisticsPostMitigated.csv - Rank Start Date End Date Duration Peak Frequency Return Period 651 1987/12/11 08:00:00 1987/12/11 11:00:00 4 0.152 76.14% 0.09 652 1982/04/04 14:00:00 1982104/04 17:00:00 4 0.152 76.26% 0.09 653 1974/05/1911:00:00 1974/05/19 14:00:00 4 0.152 76.37% 0.09 654 2007/10/13 11:00:00 2007/10/13 14:00:00 4 0.151 76.49% 0.09 655 1977/07/22 14:00:00 1977/07/22 17:00:00 4 0.151 76.61% 0.09 656 1962/05/14 22:00:00 1962/05/15 06:00:00 9 0.151 76.73% 0.09 657 1983/11/18 02:00:00 1983/11/1804:00:00 3 0.151 76.840/6 0.09 658 1988/04/18 07:00:00 1988/04/1809:00:00 3 0.15 76.96% 0.09 659 2007/02114 00:00:00 2007/02/1402:00:00 3 0.15 77.08% 0.09 660 1989/1210113:00:00 1989/12/0115:00:00 3 0.15 77.19% 0.09 661 1981/03/14 15:00:00 1981/03/14 17:00:00 3 0.149 77.31% 0.09 662 1997/02/11 00:00:00 1997/02111 03:00:00 4 0.149 77.43% 0.09 663 1977/05/12 12:00:00 1977/05/12 14:00:00 3 0.149 77.54% 0.09 664 1980/05/02 13:00:00 1980/05/02 15:00:00 3 0.149 77.66% 0.09 665 1960/03/28 05:00:00 1960/03/28 10:00:00 6 0.149 77.78% 0.09 666 1986/02/23 09:00:00 1986/02/23 11:00:00 3 0.148 77.89% 0.09 667 1999/04/07 13:00:00 1999/04/07 15:00:00 3 0.148 78.01% 0.09 668 1982102/1704:00:00 1982/0211706:00:00 3 0.148 78.13% 0.09 669 1981/03/18 19:00:00 1981/03/18 21:00:00 3 0.148 78.25% 0.09 670 1993/0212621:00:00 1993/0212701:00:00 5 0.148 78.36% 0.09 671 1953/01/07 04:00:00 1953/01/07 10:00:00 7 0.148 78.48% 0.09 672 1986/03/01 10:00:00 1986/03/01 12:00:00 3 0.148 78.60% 0.09 673 1964/02/2908:00:00 1964/02/29 10:00:00 3 0.147 78.71% 0.09 674 1971/03/13 10:00:00 1971/03/13 12:00:00 3 0.147 78.83% 0.09 675 1984/01/15 19:00:00 1984/01/16 12:00:00 18 0.147 78.950/6 0.09 676 1998/03/28 20:00:00 1998/03/2921:00:00 26 0.147 79.06% 0.09 677 1953/11/05 12:00:00 1953/11/05 14:00:00 3 0.147 79.18% 0.09 678 1984/11/23 08:00:00 1984/11/23 10:00:00 3 0.146 79.30% 0.09 679 1999/04/01 22:00:00 1999/04/02 00:00:00 3 0.146 79.42% 0.09 680 2002102117 20:00:00 2002/02/1800:00:00 5 0.146 79.53% 0.09 681 2008/01/23 22:00:00 2008/01/24 02:00:00 5 0.146 79.650/6 0.09 682 1967/1210802:00:00 1967/12/08 11:00:00 10 0.145 79.770/6 0.09 683 1996/01/16 22:00:00 1996/01/1701:00:00 4 0.145 79.880/6 0.09 684 1981/03/10 20:00:00 1981/03/10 22:00:00 3 0.145 80.00% 0.09 685 1957/11/14 19:00:00 1957/11/14 23:00:00 5 0.145 80.12% 0.09 686 1991/12118 06:00:00 1991/12/1808:00:00 3 0.145 80.23% 0.09 687 1978/12/01 21:00:00 1978/12/01 23:00:00 3 0.145 80.35% 0.08 688 1987/10/28 03:00:00 1987/10/28 05:00:00 3 0.145 80.471/6 0.08 689 1996/10/02 22:00:00 1996/10/03 00:00:00 3 0.145 80.580/6 0.08 690 1992/01/03 11:00:00 1992/01/0408:00:00 22 0.144 80.70% 0.08 691 1978/04/0704:00:00 1978/04/0706:00:00 3 0.144 80.82% 0.08 692 1955/12/04 12:00:00 1955/12/04 14:00:00 3 0.144 80.94% 0.08 693 1962/02/11 07:00:00 196210211110:00:00 4 0.144 81.05% 0.08 694 1960/04/23 10:00:00 1960/04/23 13:00:00 4 0.143 81.17% 0.08 695 1983/05/0611:00:00 1983/05/06 13:00:00 3 0.143 81.29% 0.08 696 1983/01/24 21:00:00 1983/01/2521:00:00 25 0.143 81.40% 0.08 697 1 1977/09/10 00:00:00 1 1977/09/10 02:00:00 3 1 0.141 1 81.52% 10.08 2/27/2020 6:53 PM 15/19 Excel Engineering pea kFlowStatisticsPostM itigated.csv - Rank Start Date End Date Duration Peak Frequency Return Period 698 1973/12/01 21:00:00 1973/12/01 23:00:00 3 0.141 81.64% 0.08 699 1983/01/18 13:00:00 1983/01/19 14:00:00 26 0.141 81.750/6 0.08 700 - 1981/05/01 14:00:00 1981/05/01 16:00:00 3 0.141 81.870/6 0.08 701 1976/04/04 06:00:00 1976/04/05 04:00:00 23 0.141 81.99% 0.08 702 1973/03/26 09:00:00 1973/03/2611:00:00 3 0.141 82.11% 0.08 703 1960/12/03 06:00:00 1960/12/03 08:00:00 3 0.141 82.22% 0.08 704 2006/12/22 13:00:00 2006/12/22 15:00:00 3 0.141 82.34% 0.08 705 2000/03/08 20:00:00 2000/03/08 22:00:00 3 0.141 82.460/6 0.08 706 1956/05/10 02:00:00 1956/05/1004:00:00 3 0.14 82.57% 0.08 707 1960/03/13 07:00:00 1960/03/13 09:00:00 3 0.14 82.69% 0.08 708 1987/11/14 04:00:00 1987/11/14 06:00:00 3 0.14 82.81% 0.08 709 1994/04/24 08:00:00 1994/04/24 10:00:00 3 0.14 82.92% 0.08 710 1998/12/1921:00:00 1998/12/1923:00:00 3 0.14 83.04% 0.08 711 1975/04/25 11:00:00 1975/04/25 12:00:00 2 0.139 83.16% 0.08 712 1971/12/0705:00:00 1971/12/0706:00:00 2 0.139 83.27% 0.08 713 1953/12/04 12:00:00 1953/12/04 14:00:00 3 0.139 83.39% 0.08 714 1971/04/26 08:00:00 1971/04/26 09:00:00 2 0.139 83.51% 0.08 715 1980/04/01 18:00:00 1980/04/01 19:00:00 2 0.138 83.63% 0.08 716 1963/10/16 13:00:00 1963/10/16 15:00:00 3 0.138 83.74% 0.08 717 1952/04/08 01:00:00 1952/04/0808:00:00 8 0.138 83.86% 0.08 718 1981/01/12 13:00:00 1981/01/12 14:00:00 2 0.137 83.980/6 0.08 719 1996/04/18 05:00:00 1996/04/18 08:00:00 4 0.137 84.09% 0.08 720 1999/03/15 13:00:00 1999/03/15 14:00:00 2 0.136 84.21% 0.08 721 2001/12/21 20:00:00 2001/12/21 22:00:00 3 0.136 84.33% 0.08 722 1970/01/10 04:00:00 1970/01/10 06:00:00 3 0.136 84.44% 0.08 723 1977/07/20 12:00:00 1977/07/20 13:00:00 2 0.136 84.56% 0.08 724 1969/03/10 12:00:00 1969/03/10 22:00:00 11 0.135 84.68% 0.08 725 1957/01/20 20:00:00 1957/01/20 21:00:00 2 0.135 84.80% 0.08 726 1997/01/02 07:00:00 1997/01/02 08:00:00 2 0.135 84.91% 0.08 727 1985/02/20 22:00:00 1985/02/20 23:00:00 2 0.135 85.03% 0.08 728 1996/10/01 13:00:00 1996/10/01 14:00:00 2 0.134 85.15% 0.08 729 1977/07/27 15:00:00 1977/07/27 16:00:00 2 0.134 85.26% 0.08 730 2004/04/17 16:00:00 2004/04/17 17:00:00 2 0.134 85.38% 0.08 731 1995/05/01 15:00:00 1995/05/01 16:00:00 2 0.134 85.50% 0.08 732 1965/04/13 02:00:00 1965/04/13 04:00:00 3 0.134 85.61% 0.08 733 1955/01/0201:00:00 1955/01/0203:00:00 3 0.134 85.73% 0.08 734 1969/04/03 08:00:00 1969/04/03 11:00:00 4 0.134 85.85% 0.08 735 2004/12/08 09:00:00 2004/12/08 12:00:00 4 0.132 85.960/6 0.08 736 1962/05/27 14:00:00 1962/05/27 16:00:00 3 0.132 86.08% 0.08 737 1963/11/06 18:00:00 1963/11/06 19:00:00 2 0.132 86.20% 0.08 738 2006/03/07 03:00:00 2006/03/07 05:00:00 3 0.132 86.32% 0.08 739 1980/03/18 19:00:00 1980/03/18 20:00:00 2 0.132 86.43% 0.08 740 2001/11/12 20:00:00 2001/11/13 20:00:00 25 0.132 86.55% 0.08 741 1971/12/1308:00:00 1971/12/13 10:00:00 3 0.131 86.67% 0.08 742 1999/03/11 16:00:00 1999/03/11 18:00:00 3 0.131 86.78% 0.08 743 1993/11/23 05:00:00 1993/11/23 07:00:00 3 0.131 1 86.90% 0.08 744 1 2004/03/26 12:00:00 1 2004/03/26 15:00:00 4 1 0.131 1 87.02% 10.08 2/27/2020 6:53 PM 16/19 Excel Engineering peakFlowStatisticsPostM itigated.csv - Rank Start Date End Date Duration Peak Frequency Return Period 745 1999/01/31 13:00:00 1999/01/31 14:00:00 2 0.13 87.13% 0.08 746 1963/10/19 02:00:00 1963/10/19 03:00:00 2 0.13 87.25% 0.08 747 1980/05/08 13:00:00 1980/05/08 14:00:00 2 0.13 87.37% 0.08 748 1996/02/12 16:00:00 1996/02/12 17:00:00 2 0.129 87.49% 0.08 - 749 2004/02/18 20:00:00 2004/02/18 21:00:00 2 0.128 87.60% 0.08 750 2003/05/03 20:00:00 2003/05/03 21:00:00 2 0.128 87.72% 0.08 751 2006/04/14 17:00:00 2006/04/15 12:00:00 20 0.128 87.84% 0.08 752 1964/02/15 11:00:00 1964/02/1512:00:00 2 0.128 87.95% 0.08 753 2000/09/23 03:00:00 2000/09/23 03:00:00 1 0.128 88.07% 0.08 754 2006/11/27 14:00:00 2006/11/27 14:00:00 1 0.128 88.19% 0.08 755 1957/11/04 08:00:00 1957/11/0409:00:00 2 0.128 88.30% 0.08 756 1982/04/11 22:00:00 1982/04/11 23:00:00 2 0.128 88.42% 0.08 757 2008/02/14 17:00:00 2008/02/14 18:00:00 2 0.128 88.54% 0.08 758 1981/04/26 20:00:00 1981/04/26 21:00:00 2 0.128 88.65% 0.08 759 2005/03/19 10:00:00 2005/03/19 19:00:00 10 0.128 88.771/6 0.08 760 1958/11/11 08:00:00 1958/11/11 08:00:00 1 0.128 88.89% 0.0 761 1998/05/06 20:00:00 1998/05/06 21:00:00 2 0.128 89.01% 0.08 762 1994/02/20 16:00:00 1994/02/20 16:00:00 0.128 89.12% 0.08 763 1991/03/11 05:00:00 1991/03/11 05:00:00 1 0.127 89.240/6 0.08 764 1957/11/03 04:00:00 1957/11/03 04:00:00 1 0.127 89.36% 0.08 765 1997/04/03 21:00:00 1997/04/03 21:00:00 1 0.127 89.47% 0.08 766 1965/03/07 01:00:00 1965/03/07 02:00:00 2 0.127 89.590/6 0.08 767 1956/04/27 06:00:00 1956/04/27 11:00:00 6 0.127 89.71% 0.08 768 1999/02/09 23:00:00 1999/02/09 23:00:00 1 0.127 89.82% 0.08 769 2001/04/21 15:00:00 2001/04/21 15:00:00 1 0.127 89.94% 0.08 770 2003/11/16 04:00:00 2003/11/16 11:00:00 8 0.127 90.06% 0.08 771 1998/12/0505:00:00 1998/12/0505:00:00 1 0.127 90.18% 0.08 772 1969/03/0905:00:00 1969/03/0905:00:00 1 0.127 90.29% 0.08 773 2007/09/22 16:00:00 2007/09/22 16:00:00 1 0.127 90.41% 0.08 774 1987/10/23 09:00:00 1987/10/2309:00:00 1 0.127 90.53% 0.08 775 1970/04/2713:00:00 1970/04/27 13:00:00 1 0.127 90.64% 0.08 776 1962/02/26 14:00:00 1962/02/26 14:00:00 1 0.127 90.76% 0.08 777 1957/11/1620:00:00 1957/11/1700:00:00 5 0.127 90.88% 0.08 778 1963/12/1002:00:00 1963/12/10 02:00:00 0.127 90.99% 0.08 779 1967/03/2909:00:00 1967/03/2909:00:00 0.127 91.11% 0.07 780 1971/05/07 23:00:00 1971/05/07 23:00:00 0.127 91.23% 0.07 781 1975/04/0602:00:00 1975/04/0620:00:00 19 0.127 91.35% 0.07 782 1976/05/0703:00:00 1976/05/07 03:00:00 0.127 91.46% 0.07 783 1976/06/01 11:00:00 1976/06/01 11:00:00 0.127 91.58% 0.07 784 1976/06/10 12:00:00 1976/06/10 12:00:00 0.127 91.700/6 0.07 785 1976/06/3019:00:00 1976/06/30 19:00:00 0.127 91.81% 0.07 786 1976/11/27 13:00:00 1976/11/27 13:00:00 0.127 91.93% 0.07 787 1977/07/14 11:00:00 1977/07/14 11:00:00 0.127 92.050/6 0.07 788 1977/09/0509:00:00 1977/09/0509:00:00 1 0.127 92.16% 0.07 789 1977/10/0521:00:00 1977/10/0521:00:00 1 0.127 92.28% 0.07 790 1978/04/25 19:00:00 1978/04/25 19:00:00 1 0.127 92.40% 0.07 791 1 1978/09/1614:00:00 1978/09/16 14:00:00 1 0.127 1 92.51% 10.07 2/27/2020 6:53 PM 17/19 I 838 I 1983/01/1708:00:00 I 1983/01/1708:00:00 I 1 0.127 I 98.01% 10.07 2/27/2020 6:53 PM 18/19 tigated.csv Excel Engineering pea kFlowStatisticsPostMitigated.csv - Rank Start Date End Date Duration Peak Frequency Return Period 839 1984/01/04 18:00:00 1984/01/04 18:00:00 0.127 98.13% 0.07 840 - 1987/01/28 10:00:00 1987/01/28 10:00:00 0.127 98.250/6 0.07 841 1989/01/05 21:00:00 1989/01/05 21:00:00 0.127 98.360/a 0.07 842 1990/01/22 13:00:00 1990/01/22 13:00:00 0.127 98.48% 0.07 843 1991/01/04 00:00:00 1991/01/04 00:00:00 0.127 98.60% 0.07 844 1958/03/31 02:00:00 1958/03/31 02:00:00 0.126 98.71% 0.07 845 1970/04/17 01:00:00 1970/04/17 01:00:00 0.126 98.83% 0.07 846 1953/11/20 09:00:00 1953/11/20 10:00:00 2 0.126 98.95% 0.07 847 1955/12/07 04:00:00 1955/12/07 05:00:00 2 0.125 99.06% 0.07 848 1955/11/21 19:00:00 1955/11/21 19:00:00 0.124 99.181/6 0.07 849 1973/03/04 06:00:00 1973/03/04 06:00:00 0.122 99.30% 0.07 850 1973/01/10 03:00:00 1973/01/10 03:00:00 0.122 99.42% 0.07 851 2001/12/14 20:00:00 2001/12/14 20:00:00 0.118 99.53% 0.07 852 1968/01/28 03:00:00 1968/01/28 03:00:00 0.115 99.650/6 0.07 853 1957/10/11 14:00:00 1957/10/11 14:00:00 0.111 99.77% 0.07 854 1960/03/23 12:00:00 1960/03/23 12:00:00 0.111 99.88% 0.07 -End of Data----------------- 2/27/2020 6:53 PM 19/19 Excel Engineering jESI C.) Flow Duration Curves - Pre Development - Post Development Mitigated -*-- 0I0(11.977cf5) -3K- QIf(O.7866cf5) - 04 CO CIq F Flow Duration PreDevelopment365(days)x24(hr/day)xO.304(%)26.6(hours/year) :Flow Duration Mitigated Post Development=365(days)x24(hrlday)xO.262(%)23.0(hours/year) 0.00 0.05 0.10 0.15 0.20 0.25 0.30 (%) Percent Time Exceedance Excel Engineering flowDu ration PassFail Mitigated.TXT Compare Post-Development Curve to Pre-Development Curve post-development SWMM file: V:\19\1911 1 \Engineering\GPIP\Storm\swmm\14100-MIT-A.out post-development time stamp: 2/27/2020 6:49:22 PM Compared to: pre-development SWMM file: V:\19\191 11 \Engineering\GPIP\Storm\swmm\14100-PRE-A.out pre-development time stamp: 2/27/2020 6:48:00 PM Cp Ad Ar Sp Sp Sp e'j, qi 0 0.79 0.26 0.30 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 1 0.90 0.21 0.25 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 2 1.01 0.17 0.23 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 3 1.13 0.14 0.21 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 4 1.24 0.11 0.18 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 5 1.35 0.09 0.17 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 6 1.47 0.08 0.16 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 7 1.58 0.06 0.10 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 8 1.69 0.05 0.09 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 9 1.80 0.04 0.08 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 10 1.92 0.04 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 11 2.03 0.03 0.07 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 12 2.14 0.03 0.06 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 13 2.26 0.02 0.05 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 14 2.37 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 15 2.48 0.02 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 16 2.60 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 17 2.71 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 18 2.82 0.01 0.04 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 19 2.93 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 20 3.05 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 21 3.16 0.01 0.03 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 22 3.27 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 23 3.39 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 24 3.50 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 25 3.61 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 26 3.73 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 27 3.84 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 28 3.95 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 29 4.07 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 30 4.18 0.00 1 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 31 4.29 0.00 1 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 2/27/2020 6:53 PM 1/3 Excel Engineering flowDu ration PassFail M itigated.TXT 40\O A. o\. 32 4.40 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 33 4.52 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 34 4.63 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 35 4.74 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 36 4.86 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 37 4.97 0.00 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 38 5.08 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 39 5.20 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 40 5.31 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 41 5.42 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 42 5.53 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 43 5.65 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 44 5.76 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 45 5.87 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 46 5.99 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 47 6.10 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 48 6.21 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 49 6.33 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 50 6.44 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 51 6.55 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 52 6.66 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 53 6.78 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 54 6.89 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 55 7.00 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 56 7.12 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 57 7.23 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 58 7.34 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 59 7.46 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 60 7.57 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 61 7.68 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 62 7.80 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 63 7.91 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 64 8.02 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 65 8.13 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 66 8.25 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 67 8.36 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 68 8.47 0.00 1 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 69 8.59 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 70 8.70 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 71 8.81 0.00 1 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 2/27/2020 6:53 PM 2/3 Excel Engineering flowDu ration PassFail Mitigated.TXT LAP q qO 040 0\00 SP 0\0 4. 19 o\o 72 8.93 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 73 9.04 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 74 9.15 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 75 9.26 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 76 9.38 0.00 0.01 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 77 9.49 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 78 9.60 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 79 9.72 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 80 9.83 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 81 9.94 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 82 10.06 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 83 10.17 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 84 10.28 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 85 10.39 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 86 10.51 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 87 10.62 0.00 0.00 TRUE' FALSE FALSE Pass: Post Duration < Pre Duration 88 10.73 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 89 10.85 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 90 10.96 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 91 11.07 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 92 11.19 0.00 0.00 TRUE FALSE - FALSE Pass: Post Duration < Pre Duration 93 11.30 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 94 11.41 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 95 11.53 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 96 11.64 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 97 11.75 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 98 11.86 0.00 0.00 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 99 11.98 0.00 0.00 TRUE FALSE I FALSE Pass- Opost Above Flow Control Upper Limit 2/27/2020 6:53 PM 3/3 Excel Engineering USGS9217dPre.csv Duration Table Summary at Project Discharge Point tile name: V:\19\19111\Engineering\GPlP\Storm\swmm14100-PRE-A.out time stamp: 2/27/2020 6:48:00 PM DISCHARGE Number of periods when discharge was equal to or greater than DISCHARGE column but less than that shown on the next line 0 b - e. 1 0.79 254 1527 0.304 2 0.90 127 1273 0.253 3 1.01 101 1146 0.228 4 1.13 138 1045 0.208 5 1.24 53 907 0.180 6 .35 40 854 0.170 7 .46 326 814 0.162 8 .58 30 488 0.097 9 .69 56 458 0.091 10 1.80 35 402 0.080 11 1.92 20 367 0.073 12 2.03 35 347 0.069 13 2.14 45 312 0.062 14 2.26 45 267 0.053 15 2.37 21 222 0.044 16 2.48 10 201 0.040 17 2.60 4 191 0.038 18 2.71 8 187 0.037 19 2.82 7 179 0.036 20 2.93 35 172 0.034 21 3.05 6 137 0.027 22 3.16 8 131 0.026 23 3.27 8 123 0.024 24 3.39 3 115 0.023 25 3.50 4 112 0.022 26 3.61 1 108 0.021 27 3.73 6 107 0.021 28 3.84 3 101 0.020 29 3.95 2 98 0.019 30 4.06 5 96 0.019 31 4.18 91 0.018 32 4.29 90 0.018 33 4.40 89 0.018 34 4.52 4 88 0.017 35 4.63 3 84 0.017 36 4.74 7 81 0.016 37 4.86 1 74 0.015 38 4.97 10 73 0.015 39 5.08 3 63 0.013 40 5.19 4 60 0.012 41 5.31 0 56 0.011 42 5.42 56 0.011 43 5.53 55 0.011 44 5.65 5 54 0.011 45 5.76 0 49 0.010 46 5.87 49 0.010 47 5.99 2 48 0.010 48 6.10 0 46 0.009 49 6.21 0 46 0.009 50 6.33 1 46 0.009 51 6.44 1 45 0.009 2/27/2020 6:53 PM 1/2 Excel Engineering USGS9217dPre.csv - qj 0 S (14 0- I 52 6.55 0 44 0.009 53 6.66 2 44 0.009 54 6.78 0 42 0.008 55 6.89 42 0.008 56 7.00 41 0.008 57 7.12 40 0.008 58 7.23 0 39 0.008 59 7.34 39 0.008 60 7.46 2 36 0.007 61 7.57 0 34 0.007 62 7.68 0 34 0.007 63 7.79 4 34 0.007 64 7.91 30 0.006 65 8.02 29 0.006 66 8.13 u 28 0.006 67 8.25 0 28 0.006 68 8.36 0 28 0.006 69 8.47 0 28 0.006 70 8.59 0 28 0.006 71 8.70 1 28 0.006 72 8.81 0 27 0.005 73 8.92 3 27 0.005 74 9.04 1 24 0.005 75 9.15 0 23 0.005 76 9.26 0 23 0.005 77 9.38 2 23 0.005 78 9.49 1 21 0.004 79 9.60 2 20 0.004 80 9.72 1 18 0.004 81 9.83 0 17 0.003 82 9.94 0 17 0.003 83 10.06 0 17 0.003 84 10.17 0 17 0.003 85 10.28 0 17 0.003 86 10.39 1 17 0.003 87 10.51 1 16 0.003 88 10.62 2 15 0.003 89 10.73 0 13 0.003 90 10.85 0 13 0.003 91 10.96 1 13 0.003 92 11.07 0 12 0.002 93 11.19 0 12 0.002 94 11.30 1 12 0.002 95 11.41 0 11 0.002 96 11.52 0 11 0.002 97 11.64 1 11 0.002 98 11.75 3 10 0.002 99 11.86 1 7 0.001 100 -- 11.98 0 6 0.001 End of Data 2/27/2020 6:53 PM 2/2 LI Excel Engineering USGS9217dPostM itigated.csv Duration Table Summary at Project Discharge Point file name: V:\19\1911 1Engineering\GPlP\Storm\swmm\14100-MIT-A.out time stamp: 2/27/2020 6:49:22 PM DISCHARGE Number of periods when discharge was equal to or greater than DISCHARGE column but less than that shown on the next line if SO I I 410 1 0.79 276 1318 0.262 2 0.90 194 1042 0.207 3 1.01 159 848 0.169 4 1.13 129 689 0.137 5 1.24 103 560 0.111 6 1.35 79 457 0.091 7 1.46 63 378 0.075 8 1.58 55 315 0.063 9 1.69 49 260 0.052 10 1.80 32 211 0.042 11 1.92 33 179 0.036 12 2.03 17 146 0.029 13 2.14 17 129 0.026 14 2.26 19 112 0.022 15 2.37 14 93 0.018 16 2.48 11 79 0.016 17 2.60 10 68 0.014 18 2.71 7 58 0.012 19 2.82 11 51 0.010 20 2.93 5 40 0.008 21 3.05 10 35 0.007 22 3.16 7 25 0.005 23 3.27 1 18 0.004 24 3.39 0 17 0.003 25 3.50 1 17 0.003 26 3.61 1 16 0.003 27 3.73 3 15 0.003 28 3.84 0 12 0.002 29 3.95 1 12 0.002 30 4.06 0 11 0.002 31 4.18 1 11 0.002 32 4.29 1 10 0.002 33 4.40 0 9 0.002 34 4.52 1 9 0.002 35 4.63 0 8 0.002 36 4.74 0 8 0.002 37 4.86 1 8 0.002 38 4.97 1 7 0.001 39 5.08 0 6 0.001 40 5.19 0 6 0.001 41 5.31 0 6 0.001 42 5.42 0 6 0.001 43 5.53 0 6 0.001 44 5.65 0 6 0.001 45 5.76 0 6 0.001 46 5.87 0 6 0.001 47 5.99 0 6 0.001 48 6.10 1 6 0.001 49 6.21 0 5 0.001 50 6.33 0 5 0.001 51 6.44 0 5 0.001 2/27/2020 6:53 PM 1/2 Excel Engineering USGS9217dPostMitigated.csv 10 *Me I. 0 ell Sev I ob, & 52 6.55 0 5 0.001 53 6.66 0 5 0.001 54 6.78 0 5 0.001 55 6.89 0 5 0.001 56 7.00 0 5 0.001 57 7.12 0 5 0.001 58 7.23 0 5 0.001 59 7.34 0 5 0.001 60 7.46 0 5 0.001 61 7.57 0 5 0.001 62 7.68 0 5 0.001 63 7.79 0 5 0.001 64 7.91 1 5 0.001 65 8.02 0 4 0.001 66 8.13 1 4 0.001 67 8.25 1 3 0.001 68 8.36 0 2 0.000 69 8.47 0 2 0.000 70 8.59 0 2 0.000 71 8.70 0 2 0.000 72 8.81 0 2 0.000 73 8.92 0 2 0.000 74 9.04 0 2 0.000 75 9.15 0 2 0.000 76 9.26 0 2 0.000 77 9.38 0 2 0.000 78 9.49 0 2 0.000 79 9.60 0 2 0.000 80 9.72 0 2 0.000 81 9.83 0 2 0.000 82 9.94 0 2 0.000 83 10.06 0 2 0.000 84 10.17 0 2 0.000 85 10.28 0 2 0.000 86 10.39 0 2 0.000 87 10.51 0 2 0.000 88 10.62 0 2 0.000 89 10.73 0 2 0.000 90 10.85 0 2 0.000 91 10.96 0 2 0.000 92 11.07 0 2 0.000 93 11.19 0 2 0.000 94 11.30 0 2 0.000 95 11.41 0 2 0.000 96 11.52 0 2 0.000 97 11.64 0 2 0.000 98 11.75 0 2 0.000 99 11.86 0 2 0.000 100 11.98 0 2 0.000 End of Data----------------- 2/27/2020 6:53 PM 2/2 Excel Engineering END OF STATISTICS ANALYSIS PREPARED FOR: GRAND PACIFIC CARLSBAD, LP. 5900 PASTEUR COURT, STE. 200 CARLSBAD, CA 92008 [TITLE] ;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_AMPT FLOW—ROUTING KINWAVE LINK_OFFSETS DEPTH MIN SLOPE 0 ALLOW_PONDING NO SKIP—STEADY—STATE NO START—DATE 01/03/1951 START—TIME 16:00:00 REPORT—START—DATE 01/03/1951 REPORT—START—TIME 16:00:00 END—DATE 05/23/2008 END _TIME 23:00:00 SWEEP—START 01/01 SWEEP _END 12/31 DRY—DAYS 0 REPORT—STEP 01:00:00 WET—STEP 01:00:00 DRY—STEP 01:00:00 ROUTING_STEP 0:01:00 RULE_STEP 00:00:00 INERTIAL—DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUAT ION H-W VARIABLE STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX TRIALS 8 HEAD—TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM—STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ,, MONTHLY .094 .115 .168 .202 .225 .119 .09 DRY—ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source 'I Oceanside INTENSITY 1:00 1.0 FILE at Oceanside (Sensor ID 67) .dat" oceanside IN [SUBCATCHMENTS] ;;Name Rain Gage Outlet CurbLen SnowPack Basin-A-i Oceanside Outfall-A .636 0 1215 30 0 Basin-A-2 Oceanside Outfall-A 7.421 8.4 1352 5 0 Basin-A-4 Oceanside Outfall-A 1.968 7.6 1224 40 0 Basin-A-3 Oceanside Outfall-A 11.052 62.2 10214 1.5 0 Basin-A-5 Oceanside Outfall-A .435 0 1176 40 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 .232 .254 .25 .207 .167 "R:\Rain gage dat\ALERT station Area %Impery Width %Slope 61 62 63 64 [SUBAREAS] ;;Subcatchment N-Impery N-Pery S-Impery S-Pery PctRouted ,, ------ PctZero RouteTo 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 25 OUTLET 25 OUTLET 25 OUTLET 25 OUTLET 25 OUTLET Basin-A-1 0.012 0.15 0.05 0.10 Basin-A-2 0.012 0.15 0.05 0.10 Basin-A-4 0.012 0.15 0.05 0.10 Basin-A-3 0.012 0.15 0.05 0.10 Basin-A-5 0.012 0.15 0.05 0.10 [INFILTRATION] ;;Subcatchment Suction Ksat IMD I, Basin-A-i 3 0.2 0.31 Basin-A-2 3 0.2 0.31 Basin-A-4 3 0.2 0.31 Basin-A-3 3 0.2 0.31 Basin-A-5 3 0.2 0.31 [OUTFALLS) ;;Name Elevation Type Stage Data Gated 'I Outfall-A 0 FREE NO [REPORT] ;;Reporting Options SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 6232335.918 1991705.580 6240607.852 1996197.100 Units None [COORDINATES] ;;Node X-Coord Y-Coord Outfall-A 6238664.951 1992925.065 [VERTICES] ;;Link I, X-Coord Y-Coord [Polygons] ;;Subcatchment X-Coord Y-Coord I, Basin-A-i 6236111.837 1994414.026 Basin-A-1 6236131.911 1994338.749 Basin-A-1 6236141.948 1994386.424 Basin-A-1 6236172.059 1994401.480 Basin-A-1 6236189.623 1994429.081 Basin-A-1 6236239.808 1994519.414 Basin-A-1 6236247.336 1994411.517 Basin-A-1 6236289.992 1994439.118 Basin-A-1 6236417.963 1994446.646 Basin-A-1 6236475.675 1994476.757 Basin-A-1 6236433.018 1994516.904 Basin-A-1 6236345.195 1994531.960 Basin-A-1 6236292.502 1994554.543 Basin-A-1 6236259.882 1994695.060 Basin-A-1 6236267.409 1994770.336 Basin-A-1 6236302.539 1994810.484 Basin-A-1 6236342.686 1994890.779 Basin-A-1 6236475.675 1994672.477 Basin-A-1 6236545.934 1994677.495 Route To 128 Basin-A-1 6236548.443 1994790.410 129 Basin-A-1 6236510.805 1994868.196 130 Basin-A-1 6236543.425 1994938.455 131 Basin-A-1 6236603.646 1994910.853 132 Basin-A-1 6236698.997 1995013.732 133 Basin-A-1 6236739.144 1995056.389 134 Basin-A-1 6236869.624 1995089.009 135 Basin-A-1 6236927.337 1995176.832 136 Basin-A-1 6237040.252 1995314.839 137 Basin-A-1 6237052.798 1995332.404 138 Basin-A-1 6237118.038 1995339.931 139 Basin-A-1 6237188.296 1995339.931 140 Basin-A-1 6237331.322 1995307.311 141 Basin-A-1 6237680.105 1995211.961 142 Basin-A-1 6237800.548 1995211.961 143 Basin-A-1 6237853.242 1995194.396 144 Basin-A-1 6237873.316 1995239.562 145 Basin-A-1 6237798.039 1995272.182 146 Basin-A-1 6237552.135 1995294.765 147 Basin-A-1 6237278.629 1995395.134 148 Basin-A-1 6237077.890 1995425.245 149 Basin-A-1 6236932.355 1995299.784 150 Basin-A-1 6236867.115 1995131.665 151 Basin-A-1 6236628.738 1995066.425 152 Basin-A-1 6236638.775 1995091.518 153 Basin-A-1 6236222.243 1995101.555 154 Basin-A-1 6236139.439 1994765.318 155 Basin-A-1 6236184.605 1994434.100 156 Basin-A-2 6236241.391 1994517.318 157 Basin-A-2 6236243.900 1994406.912 158 Basin-A-2 6236291.575 1994439.532 159 Basin-A-2 6236422.055 1994442.041 160 Basin-A-2 6236477.258 1994472.152 161 Basin-A-2 6236437.110 1994512.300 162 Basin-A-2 6236389.435 1994522.337 163 Basin-A-2 6236334.232 1994534.883 164 Basin-A-2 6236294.084 1994547.429 165 Basin-A-2 6236304.121 1994587.577 166 Basin-A-2 6236263.974 1994682.927 167 Basin-A-2 6236271.501 1994760.714 168 Basin-A-2 6236304.121 1994800.861 169 Basin-A-2 6236339.251 1994888.684 170 Basin-A-2 6236474.749 1994667.872 171 Basin-A-2 6236550.026 1994672.891 172 Basin-A-2 6236555.044 1994793.333 173 Basin-A-2 6236514.897 1994868.610 174 Basin-A-2 6236552.535 1994933.850 175 Basin-A-2 6236612.757 1994906.249 176 Basin-A-2 6236753.273 1995054.293 177 Basin-A-2 6236878.735 1995079.386 178 Basin-A-2 6236901.318 1995119.533 179 Basin-A-2 6237009.215 1995257.541 180 Basin-A-2 6237069.436 1995327.799 181 Basin-A-2 6237169.805 1995337.836 182 Basin-A-2 6237285.230 1995315.253 183 Basin-A-2 6237415.710 1995277.615 184 Basin-A-2 6237616.448 1995219.902 185 Basin-A-2 6237714.308 1995209.866 186 Basin-A-2 6237809.659 1995209.866 187 Basin-A-2 6237859.843 1995199.829 188 Basin-A-2 6237910.028 1995184.773 189 Basin-A-2 6237915.046 1995162.190 190 Basin-A-2 6238030.471 1995167.209 191 Basin-A-2 6238035.489 1995112.006 192 Basin-A-2 6237897.482 1995099.459 193 Basin-A-2 6237892.463 1995066.839 194 Basin-A-2 6237784.566 1995011.636 195 Basin-A-2 6237794.603 1994941.378 196 Basin-A-2 6237807.150 1994938.869 197 Basin-A-2 6237824.714 1994843.518 198 Basin-A-2 6237839.770 1994841.009 199 Basin-A-2 6237859.843 1994750.677 200 Basin-A-2 6237751.947 1994720.566 201 Basin-A-2 6237767.002 1994667.872 202 Basin-A-2 6237797.113 1994630.234 203 Basin-A-2 6237794.603 1994615.178 204 Basin-A-2 6237779.548 1994615.178 205 Basin-A-2 6237789.585 1994590.086 206 Basin-A-2 6237809.659 1994585.067 207 Basin-A-2 6237812.168 1994537.392 208 Basin-A-2 6237797.113 1994522.337 209 Basin-A-2 6237812.168 1994469.643 210 Basin-A-2 6237842.279 1994462.115 211 Basin-A-2 6237789.585 1994447.060 212 Basin-A-2 6237701.762 1994424.477 213 Basin-A-2 6237591.356 1994399.385 214 Basin-A-2 6237450.839 1994331.635 215 Basin-A-2 6237363.016 1994251.340 216 Basin-A-2 6237257.628 1994218.720 217 Basin-A-2 6237227.518 1994186.100 218 Basin-A-2 6237189.879 1994171.045 219 Basin-A-2 6237164.787 1994161.008 220 Basin-A-2 6237124.639 1994145.952 221 Basin-A-2 6237097.038 1994138.425 222 Basin-A-2 6237061.909 1994133.406 223 Basin-A-2 6237019.252 1994123.369 224 Basin-A-2 6236984.122 1994113.332 225 Basin-A-2 6236946.484 1994108.314 226 Basin-A-2 6236916.373 1994103.296 227 Basin-A--2 6236876.226 1994103.296 228 Basin-A-2 6236856.152 1994105.805 229 Basin-A-2 6236831.059 1994115.842 230 Basin-A-2 6236805.967 1994125.879 231 Basin-A-2 6236773.347 1994138.425 232 Basin-A-2 6236735.709 1994138.425 233 Basin-A-2 6236698.070 1994120.860 234 Basin-A-2 6236670.469 1994093.259 235 Basin-A-2 6236442.129 1994080.712 236 Basin-A-2 6236424.564 1994105.805 237 Basin-A--2 6236105.892 1994208.683 238 Basin-A-2 6236110.911 1994223.739 239 Basin-A-2 6236143.531 1994336.654 240 Basin-A-2 6236156.077 1994394.366 241 Basin-A-4 6238659.296 1993746.276 242 Basin-A-4 6238611.621 1993989.672 243 Basin-A-4 6238591.547 1993989.672 244 Basin-A-4 6238553.909 1993992.181 245 Basin-A-4 6238518.779 1993992.181 246 Basin-A--4 6238466.086 1993992.181 247 Basin-A-4 6238435.975 1993992.181 248 Basin-A-4 6238405.864 1993992.181 249 Basin-A-4 6238360.698 1993992.181 250 Basin-A-4 6238340.624 1993999.709 251 Basin-A-4 6238330.587 1994009.745 252 Basin-A-4 6238345.643 1994022.292 253 Basin-A-4 6238318.041 1994044.875 254 Basin-A-4 6238290.440 1994042.365 255 Basin-A-4 6238257.820 1994042.365 256 Basin-A--4 6238245.273 1994077.495 257 Basin-A-4 6238257.820 1994110.115 258 Basin-A-4 6238245.273 1994115.133 259 Basin-A-4 6238227.709 1994105.096 260 Basin-A-4 6238205.126 1994125.170 261 Basin-A-4 6238202.617 1994157.790 262 Basin-A-4 6238222.690 1994180.373 263 Basin-A-4 6238222.690 1994207.975 264 Basin-A-4 6238212.653 1994215.502 265 Basin-A-4 6238210.144 1994270.705 266 Basin-A-4 6238142.395 1994288.270 267 Basin-A-4 6238119.812 1994386.130 268 Basin-A-4 6237994.351 1994343.473 269 Basin-A-4 6237843.797 1994318.381 270 Basin-A-4 6237705.789 1994288.270 271 Basin-A-4 6237577.819 1994250.631 272 Basin-A-4 6237422.246 1994147.753 273 Basin-A-4 6237286.748 1994069.967 274 Basin-A-4 6237151.250 1994012.255 275 Basin-A-4 6237010.733 1993972.107 276 Basin-A-4 6236880.253 1993964.579 277 Basin-A-4 6236852.651 1993962.070 278 Basin-A-4 6236822.541 1993949.524 279 Basin-A-4 6236782.393 1993914.395 280 Basin-A--4 6236782.393 1993849.155 281 Basin-A-4 6236835.087 1993846.646 282 Basin-A-4 6236840.105 1993859.192 283 Basin-A-4 6236850.142 1993884.284 284 Basin-A-4 6237151.250 1993926.941 285 Basin-A-4 6237171.323 1993899.339 286 Basin-A-4 6237256.637 1993936.978 287 Basin-A-4 6237314.349 1993972.107 288 Basin-A-4 6237389.626 1994019.782 289 Basin-A-4 6237497.523 1994069.967 290 Basin-A-4 6237590.365 1994102.587 291 Basin-A-4 6237693.243 1994135.207 292 Basin-A-4 6237788.594 1994152.772 293 Basin-A-4 6237876.417 1994137.716 294 Basin-A-4 6237976.786 1994102.587 295 Basin-A-4 6238047.044 1994052.402 296 Basin-A-4 6238197.598 1993904.358 297 Basin-A-4 6238225.200 1993939.487 298 Basin-A-4 6238282.912 1993884.284 299 Basin-A-4 6238383.281 1993771.369 300 Basin-A-4 6238415.901 1993663.472 301 Basin-A-4 6238413.392 1993517.937 302 Basin-A-4 6238548.890 1993515.427 303 Basin-A-4 6238646.750 1993588.195 304 Basin-A-4 6238684.389 1993663.472 305 Basin-A-4 6238641.732 1993681.036 306 Basin-A-4 6238641.732 1993751.295 307 Basin-A-4 6238659.296 1993748.786 308 Basin-A-3 6238652.689 1993686.495 309 Basin-A-3 6238695.346 1993676.458 310 Basin-A-3 6238662.726 1993583.616 311 Basin-A-3 6238542.283 1993505.830 312 Basin-A-3 6238426.858 1993520.886 313 Basin-A-3 6238404.275 1993724.133 314 Basin-A-3 6238366.637 1993806.938 315 Basin-A-3 6238243.684 1993929.890 316 Basin-A-3 6238213.574 1993894.761 317 Basin-A-3 6238060.511 1994042.805 318 Basin-A-3 6237914.975 1994133.137 319 Basin-A-3 6237736.820 1994140.665 320 Basin-A-3 6237493.425 1994067.898 321 Basin-A-3 6237184.790 1993894.761 322 Basin-A-3 6237167.225 1993929.890 323 Basin-A-3 6236861.099 1993894.761 324 Basin-A-3 6236863.608 1993844.576 325 Basin-A-3 6236800.878 1993847.085 326 Basin-A-3 6236788.331 1993919.853 327 Basin-A-3 6236851.062 1993962.510 328 Basin-A-3 6236991.579 1993972.547 329 Basin-A-3 6237172.244 1994012.694 330 Basin-A-3 6237367.963 1994108.045 331 Basin-A-3 6237611.359 1994266.127 332 Basin-A-3 6237829.662 1994316.311 333 Basin-A-3 6238113.204 1994376.533 334 Basin-A-3 6238073.057 1994519.559 335 Basin-A-3 336 Basin-A-3 337 Basin-A-3 338 Basin-A-:3 339 Basin-A-3 340 Basin-A-3 341 Basin-A-3 342 Basin-A-3 343 Basin-A-3 344 Basin-A-3 345 Basin-A-3 346 Basin-A-3 347 Basin-A-3 348 Basin-A-3 349 Basin-A-3 350 Basin-A-3 351 Basin-A-3 352 Basin-A-3 353 Basin-A-3 354 Basin-A-3 355 Basin-A-3 356 Basin-A-3 357 Basin-A-3 358 Basin-A-3 359 Basin-A-3 360 Basin-A-3 361 Basin-A-3 362 Basin-A-3 363 Basin-A-3 364 Basin-A-3 365 Basin-A-3 366 Basin-A-3 367 Basin-A-3 368 Basin-A-3 369 Basin-A-3 370 Basin-A-5 371 Basin-A-5 372 Basin-A-5 373 Basin-A-S 374 Basin-A-5 375 Easin-A-5 376 Basin-A-5 377 Basin-A-5 378 Basin-A-S 379 Basin-A-5 380 Basin-A-5 381 Basin-A-5 382 Basin-A-S 383 Basin-A-S 384 Basin-A-S 385 Basin-A-S 386 Basin-A-5 387 Basin-A-5 388 Basin-A-5 389 Basin-A-5 390 Basin-A-5 391 Basin-A-5 392 Basin-A-5 393 Basin-A-5 394 Basin-A-5 395 Basin-A-5 397 [SYMBOLS] 398 ;;Gage 399 ; ; -------------- 400 Oceanside 401 402 403 [BACKDROP] 6237588.776 1994421.699 6237302.723 1994243.544 6237137.114 1994160.739 6236861.099 1994103.027 6236728.110 1994140.665 6236657.852 1994105.536 6236492.242 1994100.518 6236489.733 1993934.908 6236662.870 1993949.964 6236728.110 1993914.835 6236745.675 1993811.956 6236745.675 1993781.845 6236708.036 1993786.864 6236690.472 1993771.809 6236715.564 1993731.661 6236552.464 1993769.299 6236537.409 1993686.495 6236891.210 1993239.852 6237543.609 1992983.911 6237664.052 1992896.088 6237842.208 1992860.958 6238123.241 1992936.235 6238298.887 1993096.826 6238472.024 1993244.870 6238657.707 1993305.092 6238790.696 1993658.893 6238740.512 1993673.949 6238727.966 1993638.819 6238712.910 1993646.347 6238717.929 1993663.912 6238712.910 1993694.022 6238690.327 1993686.495 6238675.272 1993751.735 6238652.689 1993756.753 6238650.179 1993686.495 6236540.503 1993663.454 6236605.743 1993603.233 6236723.677 1993425.077 6236876.740 1993241.904 6237032.312 1993176.664 6237534.158 1992978.435 6237669.656 1992885.593 6237965.745 1992873.047 6238128.845 1992950.833 6238337.111 1993128.988 6238480.137 1993246.922 6238658.292 1993309.653 6238577.997 1993076.295 6238520.285 1993103.896 6238417.406 1993008.545 6238206.631 1992812.826 6237908.033 1992707.438 6237689.730 1992732.530 6237411.206 1992857.992 6236899.323 1993063.748 6236781.389 1993116.442 6236665.965 1993219.321 6236608.252 1993329.727 6236550.540 1993485.299 6236517.920 1993638.362 6236535.485 1993678.510 X-Coord Y-Coord 6236213.434 1995515.844 404 FILE "Q:\14\14100\Prelimgp\Prelimgp2\swmm\14100-PRE-BackGround.wmf" 405 DIMENSIONS 6232335.918 1991705.580 6240607.852 1996197.100 406 [TITLE] ;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_ANPT FLOW—ROUTING KINWAVE LINK—OFFSETS DEPTH MIN—SLOPE 0 ALLOW_PONDING NO SKIP—STEADY—STATE NO START_DATE 01/03/1951 START—TIME 16:00:00 REPORT_START_DATE 01/03/1951 REPORT_START_TIME 16:00:00 END DATE 05/23/2008 END TIME 23:00:00 SWEEP—START 01/01 SWEEP _END 12/31 DRY DAYS 0 REPORT_STEP 01:00:00 WET STEP 01:00:00 DRY_STEP 01:00:00 ROUTING—STEP 0:01:00 INERTIAL—DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE—MAIN—EQUATION H-W VARIABLE—STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX—TRIALS 8 HEAD—TOLERANCE 0 .005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters MONTHLY .94 .115 .168 .202 .225 .232 .254 .25 .207 .167 .119 .09 DRY—ONLY NO [RAINGAGES) ;;Name Format Interval SCF Source Oceanside INTENSITY 1:00 1.0 FILE "R:\Rain gage dat\Oceanside\ALERT station at Oceanside (Sensor ID 67) .datt' Oceanside IN [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Impery Width %Slope I, CurbLen SnowPack Basin-A3-1 Oceanside Basin-A3-3 .287 0 235 50 0 Basin-A3-2 Oceanside IMP-3 0.171 0 454 50 0 Basin-A3-3 Oceanside IMP-3 3.6621 58.7 357.4 1.5 0 Basin-A5-1 Oceanside Basin-A5-2 .209 0 329 50 0 Basin-A5-2 Oceanside IMP-5 0.956 78.1 980 5 0 Basin-A3-4 Oceanside IMP-3 0.357 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 6 4 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 233 45 0 Basin-A6-1 Oceanside Bioswale-6 11.026 71.2 10214 1.5 0 Basin-A6-2 Oceanside Bioswale-6 1.968 7.6 1224 40 0 Basin-A6-3 Oceanside Bioswale-6 .435 0 1176 40 0 Basin-A2-2 Oceanside IMP-2 2.007 92.6 2093 2 0 Basin-A2-3 Oceanside IMP-2 0.539 0 1357 45 0 Basin-A8-1 Oceanside IMP-8 .3318 58.8 58 .5 0 Basin-A2-1 Oceanside Basin-A2-2 0.392 0 340 50 0 IMP-2 Oceanside Divider-IMP-2 0.084 0 72 0 0 IMP-5 Oceanside Divider-IMP-5 .032 0 70.2 0 0 IMP-8 oceanside Divider-IMP-8 .0191 0 13 0 0 Bioswale-6 Oceanside 7 .301 0 17 .75 0 IMP-3 Oceanside Divider-IMP-3 0.066 0 28 0 0 [SUBAREAS] ;;Subcatchrnent N-Impery N-Pery S-Impery S-Pery PctZero RouteTo PctRouted Basin-A3-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A3-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A3-3 0.012 0.15 0.05 0.10 25 OUTLET Basin-A5-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A5-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A3-4 0.012 0.15 0.05 0.10 25 OUTLET Basin-A6-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A6-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A6-3 0.012 0.15 0.05 0.10 25 OUTLET Basin-A2-2 0.012 0.15 0.05 0.10 25 OUTLET Basin-A2-3 0.012 0.15 0.05 0.10 25 OUTLET Basin-A8-1 0.012 0.15 0.05 0.10 25 OUTLET Basin-A2-1 0.012 0.15 0.05 0.10 25 OUTLET IMP-2 0.012 0.15 0.05 0.10 25 OUTLET IMP-5 0.012 0.15 0.05 0.10 25 OUTLET IMP-8 0.012 0.15 0.05 0.10 25 OUTLET Bioswale-6 0.012 0.15 0.05 0.10 25 OUTLET IMP-3 0.012 0.05 0.05 0.1 25 OUTLET [INFILTRATION] 97 ;;Subcatchment Suction Ksat IMD 98 ; ; -------------------------------------------- 99 Basin-A3-1 3 0.2 0.31 100 Basin-A3-2 3 0.2 0.31 101 Basin-A3-3 3 0.2 0.31 102 Basin-A5-1 3 0.2 0.31 103 Basin-A5-2 3 0.2 0.31 104 Basin-A3-4 3 0.2 0.31 105 Basin-A6-1 3 0.2 0.31 106 Basin-A6-2 3 0.2 0.31 107 Basin-A6-3 3 0.2 0.31 108 Basin-A2-2 3 0.2 0.31 109 Basin-A2-3 3 0.2 0.31 1:0 Basin-A8-1 3 0.2 0.31 1:1 Basin-A2-1 3 0.2 0.31 112 IMP-2 3 0.2 0.31 113 IMP-5 3 0.2 0.31 114 IMP-8 3 0.2 0.31 115 Bioswale-6 3 0.2 0.31 116 IMP-3 3 0.2 0.31 117 118 [LID-CONTROLS] 119 ;;Name Type/Layer Parameters 120 ; ; ---------------------------------- 121 Bioswale-6 BC 122 Bioswale-6 SURFACE 4 0.0 0.1 1.0 5 123 Bioswale-6 SOIL 18 .4 0.2 0.1 5 5 1.5 124 Bioswale-6 STORAGE 18 0.67 0 0 125 Bioswale-6 DRAIN .1016 0.5 0 6 126 127 IMP-2 BC 128 IMP-2 SURFACE 4 0.0 0.1 0 5 129 IMP-2 SOIL 18 .4 0.2 0.1 5 5 1.5 130 IMP-2 STORAGE 18 0.67 0 0 131 IMP-2 DRAIN 0.3628 0.5 0 6 132 133 IMP-3 BC 134 IMP-3 SURFACE 4 0.0 0.1 0 5 135 IMP-3 SOIL 18 .4 0.2 0.1 5 5 1.5 136 IMP-3 STORAGE 18 0.67 0 0 137 IMP-3 DRAIN 0.25878 0.5 0 6 138 139 IMP-5 BC 140 IMP-5 SURFACE 4 0.0 0.1 0 5 141 IMP-5 SOIL 18 .4 0.2 0.1 5 5 1.5 142 IMP-5 STORAGE 18 0.67 0 0 143 IMP-5 DRAIN 0.51137 0.5 0 6 144 145 IMP-8 BC 146 IMP-8 SURFACE 4 0.0 0.1 0 5 147 IMP-8 SOIL 18 .4 0.2 0.1 5 5 1.5 148 IMP-8 STORAGE 21 0.67 0 0 149 IMP-8 DRAIN 0.400193430868316 0.5 3 6 150 151 [LID_USAGE] 152 ;;Subcatchment LID Process Number Area Width InitSat Fromlmp ToPery RptFile DrainTo 133 ; ; ------------------------------ 'iverted Link --------------- ypass-IMP-2 ypass-Bioswale-6 ypass-IMP-3 ypass-IMP-5 ypass-IMP-8 Type Parameters CUTOFF .1271 CUTOFF .1271 CUTOFF 0.1271 CUTOFF .1271 CUTOFF .1271 IMP-2 IMP-2 0 0 IMP-5 IMP-5 0 0 IMP-8 IMP-8 0 0 Bioswale-6 Bioswale-6 0 0 IMP-3 IMP-3 0 0 [JUNCTIONS] ;;Name Elevation M 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 7 0 0 8 0 0 9 0 0 [OUTFALLS] ;;Name Elevation T To 'I Outfall-A 0 F NO [DIVIDERS] ;;Name Elevation D 'I Divider-IMP-2 0 B 0 0 0 Divider-Bioswale-6 0 B 0 0 0 Divider-IMP-3 0 B 0 0 0 Divider-IMP-5 0 B 0 0 0 Divider-IMP-8 0 B 0 0 0 [STORAGE] ;;Name Elev. Name/Params N/A ,, Storage-IMP-2 0 4 Store-Curve-IMP-2 0 Storage-Bioswale-6 0 4 Store-Curve-Bioswale-6 0 Storage-IMP-3 0 2 Store-Curve-IMP-3 0 Storage-IMP-5 0 2 Store-Curve-IMP-5 0 Storage-IMP-8 0 3 Store-Curve-IMP-8 0 [CONDUITS] ;;Name From Node InOffset OutOffset InitFiow 'I Bypass-IMP-2 Divider-IMP-2 0 0 0 3 2 1 3659.04 0 0 1 1393.92 0 0 1 832.00 0 0 1 13111.56 0 0 1 2874.96 0 0 InitDepth SurDepth Aponded 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Stage Data Gated Route 0 TABULAR 1 0 TABULAR 1 0 TABULAR 1 0 TABULAR 1 0 TABULAR 1 To Node Length Roughness MaxFlow ------------- ---------- Storage-IMP-2 400 0.01 0 7 400 0.01 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 [axDepth ype REE 5 0 2 0 0 MaxDepth InitDepth Shape Fevap Psi Ksat Curve IMD 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 0 0 0 0 Underdrain-IMP-2 Divider-IMP-2 1 400 0 0 0 0 Underdrain-Bioswale-6 Divider-Bioswale-6 Outfall-A 400 0 0 0 0 Bypass-Bioswale-6 Divider-Bioswale-6 Storage-Bioswale-6 400 0 0 0 0 Bypass-IMP-3 Divider-IMP-3 Storage-IMP-3 400 0 0 0 0 Underdrain-IMP-3 Divider-IMP-3 1 400 0 0 0 0 6 3 4 400 0 0 0 0 7 4 5 400 0 0 0 0 8 5 1 400 0 0 0 0 Bypass-IMP-5 Divider-IMP-5 Storage-IMP-5 400 0 0 0 0 Underdrain-IMP-5 Divider-IMP-5 3 400 0 0 0 0 12 7 Divider-Bioswale-6 400 0 0 0 0 13 8 2 400 0 0 0 0 14 1 8 .05 0 0 0 0 15 9 5 400 0 0 0 0 Underdrain-IMP-8 Divider-IMP-8 9 400 0 0 0 0 Bypass-IMP-8 Divider-IMP-8 Storage-IMP-8 400 0 0 0 0 [OUTLETS] ;;Name From Node To Node Offset QTable/Qcoeff I, Qexpon Gated Outlet-IMP-2 Storage-IMP-2 1 0 IMP-2 NO Outlet-Bioswale-6 Storage-Bioswale-6 Outfall-A 0 Bioswale-6 NO Outlet-IMP-3 Storage-IMP -3 1 0 IMP-3 NO Outlet-IMP-5 Storage-IMP -5 3 0 IMP-5 NO Outlet-IMP-8 Storage-IMP-8 9 0 IMP-8 NO [XSECTIONSJ ;;Link Shape Geomi Geom2 Geom4 Barrels I, Culvert Bypass-IMP-2 DUMMY 0 0 0 1 3 DUMMY 0 0 0 1 Underdrain-IMP-2 DUMMY 0 0 0 1 Underdrain-Bioswale-6 DUMMY 0 0 0 1 Bypass-Bioswale-6 DUMMY 0 0 0 1 Bypass-IMP-3 DUMMY 0 0 0 1 Underdrain-IMP-3 DUMMY 0 0 0 1 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Type --------------- TABULAR/DEPTH TABULAR/DEPTH TABULAR/DEPTH TABULAR! HEAD TABULAR/DEPTH Geom3 0 0 0 0 0 0 0 236 6 DUMMY 0 0 0 1 237 7 DUMMY 0 0 0 1 238 8 DUMMY 0 0 0 o 239 Bypass-IMP-5 DUMMY 0 0 0 1 240 Underdrain-IMP-5 DUMMY 0 0 0 0 1 241 12 DUMMY 0 0 0 0 1 242 13 DUMMY 0 0 0 0 1 243 14 DUMMY 0 0 0 0 1 244 15 DUMMY 0 0 0 0 1 245 Underdrain-IMP-8 DUMMY 0 0 0 0 1 246 Bypass-IMP-8 DUMMY 0 0 0 0 1 247 248 [CURVES] 249 ;;Name Type X-Value Y-Value 250 ; ; -------------------------------------------- 251 IMP-2 Rating 0 0 252 IMP-2 2 8.24 253 ; 254 Bioswale-6 Rating 0 0 255 Bioswale-6 .75 .69 256 Bioswale-6 1.75 1.77 257 Bioswale-6 2.75 3.14 258 Bioswale-6 3.75 45.92 259 Bioswale-6 4.75 123.19 260 ; 261 IMP-3 Rating 0 0 262 IMP-3 2 17.07 263 ; 264 IMP-5 Rating 0 0 265 IMP-5 1 7.96 266 ; 267 IMP-8 Rating 0 0 268 IMP-8 2 7.96 269 ; 270 Store-Curve-IMP-2 Storage 0 3671.5 271 Store-Curve-IMP-2 0.5 4047 272 Store-Curve-IMP-2 1.5 4835 273 Store-Curve-IMP-2 2.5 5613 274 ; 275 Store-Curve-Bioswale-6 Storage 0 10342 276 Store-Curve-Bioswale-6 4 18042 277 ; 278 Store-Curve-IMP-3 Storage 0 2895.5 279 Store-Curve-IMP-3 0.5 3178 280 Store-Curve-IMP-3 1.5 3788 281 Store-Curve-IMP-3 2.5 4441 282 ; 283 Store-Curve-IMP-5 Storage 0 1593 284 Store-Curve-IMP-5 1 2285 285 Store-Curve-IMP-5 1.8 2903 286 ; 287 Store-Curve-IMP-8 Storage 0 500 288 Store-Curve-IMP-8 2 750 289 290 [REPORT] 291 ;;Reporting Options 292 INPUT NO 293 CONTROLS NO 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS -1470.588 0.000 11470.588 10000.000 Units None [COORDINATES] ;;Node -------------- 2 3 4 5 7 8 9 Outfall-A Divider-IMP-2 Divider-Bioswale-6 Divider-IMP-3 Divider-IMP-5 Divider-IMP-8 Storage-IMP-2 Storage-Bioswale-6 Storage-IMP-3 Storage-IMP-5 Storage-IMP-8 [VERTICES] Link ,, [Polygons] ; ; Subcatchment Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-1 Basin-A3-2 Basin-A3-2 Basin-A3-2 Basin-A3-2 X-Coord Y-Coord 4639.655 5158.089 5057.748 3320.500 5827.719 8094.321 4754.861 7510.730 4531.601 7104.588 8484.119 1337.825 4706.166 4057.332 4826.756 7175.168 10428.296 2329.163 4134.172 5178.042 9263.715 1973.051 4872.997 5288.961 6451.542 7718.502 5197.235 6679.016 4210.780 4744.947 9648.701 2444.658 5317.613 4889.317 6337.825 7988.450 5115.496 7006.737 X-Coord Y-Coord X-Coord Y-Coord 5101. 143 8251. 947 5301. 655 8313.096 5382. 713 8509. 342 5570. 427 8695. 633 5846.308 8657. 237 5846.308 8520. 718 5810. 756 8532. 095 5795. 114 8488.011 5776.627 8496. 543 5786.581 8539. 205 5692. 725 8552. 004 5618. 777 8524. 984 5637. 264 8482.322 5617.355 8473. 790 5596. 024 8513. 608 5563.316 8495. 121 5495. 057 8433.972 5526. 342 8394.154 5509.278 8384.199 5479.414 8418.329 5368. 493 8335. 849 5394.090 8296.031 5193.578 8192. 220 5119.630 8162. 356 5101.143 8251. 947 5392.888 7158. 688 5229.350 6995. 149 5117. 006 6912.669 5098. 519 6882. 806 363 Basin-A3-2 5138.337 6478.938 364 Basin-A3-2 5257.791 6419.211 365 Basin-A3-2 5364.446 6352.374 366 Basin-A3-2 5496.699 6227.231 367 Basin-A3-2 5572.069 6254.251 368 Basin-A3-2 5634.640 6336.731 369 Basin-A3-2 5732.763 6326.776 370 Basin-A3-2 5496.699 6174.615 371 Basin-A3-2 5478.212 6180.303 372 Basin-A3-2 5382.933 6267.049 373 Basin-A3-2 5284.810 6338.153 374 Basin-A3-2 5166.779 6400.724 375 Basin-A3-2 5077.188 6422.055 376 Basin-A3-2 5047.325 6906.981 377 Basin-A3-2 5390.044 7162.954 I 378 379 Basin-A3-3 Basin-A3-3 6330.518 6481.258 6190.166 6252.737 380 Basin-A3-3 6666.127 6375.035 381 Basin-A3-3 6850.996 6463.203 382 Basin-A3-3 6833.931 6528.619 383 Basin-A3-3 6862.372 6531.463 384 Basin-A3--3 6893.658 6434.762 385 Basin-A3-3 7115.501 6520.086 386 Basin-A3-3 7263.396 6531.463 387 Basin-A3-3 7209.358 6594.034 388 Basin-A3-3 7229.267 6619.631 389 Basin-A3-3 7203.669 6702.111 390 Basin-A3-3 7161.007 6776.059 391 Basin-A3-3 7138.254 6889.825 392 Basin-A3-3 7286.149 6918.266 393 Basin-A3-3 7237.799 7046.252 394 Basin-A3-3 7212.202 7165.706 395 Basin-A3-3 7146.787 7148.641 396 Basin-A3-3 7132.566 7182.771 397 Basin-A3-3 7101.280 7185.615 398 Basin-A3-3 7084.215 7219.745 399 Basin-A3-3 7007.424 7208.368 400 Basin-A3-3 7013.112 7219.745 401 Basin-A3-3 6831.087 7174.239 402 Basin-A3-3 6828.243 7157.174 403 Basin-A3-3 6577.958 7111.668 404 Basin-A3-3 6563.738 7154.330 405 Basin-A3-3 6532.452 7151.486 406 Basin-A3-3 6529.608 7140.109 407 Basin-A3-3 6512.543 7114.512 408 Basin-A3-3 6452.816 7339.199 409 Basin-A3-3 6526.764 7350.575 410 Basin-A3-3 6515.387 7410.302 411 Basin-A3-3 6427.219 7452.965 412 Basin-A3-3 6381.713 7495.627 413 Basin-A3-3 6395.933 7529.756 414 Basin-A3-3 6449.972 7529.756 415 Basin-A3-3 6444.284 7492.782 416 Basin-A3-3 6535.296 7444.432 417 Basin-A3-3 6538.140 7626.457 418 Basin-A3-3 6418.686 7649.210 419 Basin-A3-3 6273.635 7620.769 420 Basin-A3-3 6051.792 7438.744 .421 Basin-A3-3 6085.922 7401.770 422 Basin-A3-3 5807.196 7285.160 423 Basin-A3-3 5835.638 6770.371 424 Basin-A3-3 5841.326 6784.591 425 Basin-A3-3 5892.520 6807.344 426 Basin-A3-3 5901.053 6773.215 427 Basin-A3-3 5852.702 6778.903 428 Basin-A3-3 5878.300 6420.541 429 Basin-A3-3 5898.209 6420.541 430 Basin-A3-3 5938.027 6417.697 431 Basin-A3-3 5929.494 6366.503 432 Basin-A3--3 6066.013 6326.685 433 Basin-A3-3 6185.467 6184.478 434 Basin-A3-3 6253.726 6218.607 435 Basin-A3-3 6265.103 6164.569 436 Basin-A3-3 6492.634 6258.425 437 Basin-A3-3 6697.412 6397.788 438 Basin-A3-3 6853.840 6477.424 439 Basin-A5-1 6685.984 8468.784 440 Basin-A5-1 7042.924 8339.375 441 Basin-A5-1 7354.358 8306.668 442 Basin-A5-1 7436.838 8276.804 443 Basin-A5-1 7425.461 8221.344 444 Basin-A5-1 7402.708 8219.922 445 Basin-A5-1 6818.237 8291.025 446 Basin-A5-1 6684.562 8337.953 447 Basin-A5-1 6685.984 8465.940 448 Basin-A5-2 7137.474 8143.053 449 Basin-A5-2 6840.261 8192.825 450 Basin-A5-2 6717.963 8229.799 451 Basin-A5-2 6730.762 8043.508 452 Basin-A5-2 6629.795 8083.326 453 Basin-A5-2 6632.639 8128.832 454 Basin-A5-2 6580.022 8131.676 455 Basin-A5-2 6580.022 8074.793 456 Basin-A5-2 6651.126 8049.196 457 Basin-A5-2 6695.210 8025.021 458 Basin-A5-2 6715.119 7955.339 459 Basin-A5-2 6638.327 7934.008 460 Basin-A5-2 6690.944 7737.763 461 Basin-A5-2 6715.119 7739.185 462 Basin-A5-2 6713.697 7761.938 463 Basin-A5-2 6753.515 7770.470 464 Basin-A5-2 6760.625 7722.120 465 Basin-A5-2 7006.644 7771.892 466 Basin-A5-2 7009.488 7781.847 467 Basin-A5-2 7177.292 7817.399 468 Basin-A5-2 7184.402 7807.444 469 Basin-A5-2 7271.149 7830.197 470 Basin-A5-2 7282.525 7788.957 471 Basin-A5-2 7320.921 7787.535 472 Basin-A5-2 7329.454 7761.938 473 Basin-A5-2 7384.914 7767.626 474 Basin-A5-2 7373.538 7870.015 475 Basin-A5-2 7512.901 7942.541 476 Basin-A5-2 7515.745 7986.625 477 Basin-A5-2 7697.770 7998.002 478 Basin-A5-2 7702.036 8057.728 479 Basin-A5-2 7494.414 8076.215 480 Basin-A5-2 7426.154 8066.261 481 Basin-A5-2 7436.109 8117.455 482 Basin-A5-2 7134.630 8145.897 483 Basin-A5-2 6841.683 8194.247 484 Basin-A5-2 6720.807 8235.487 485 Basin-A3-4 4864.912 5796.124 486 Basin-A3-4 4887.666 5439.184 487 Basin-A3-4 4945.970 5433.496 488 Basin-A3-4 4937.438 5382.301 489 Basin-A3-4 5035.561 5352.438 490 Basin-A3-4 5099.554 5314.042 491 Basin-A3-4 5206.209 5205.965 492 Basin-A3-4 5258.826 5230.140 493 Basin-A3-4 5275.891 5177.523 494 Basin-A3-4 5536.130 5299.821 495 Basin-A3-4 5866.050 5490.379 496 Basin-A3-4 5851.829 5541.573 497 Basin-A3-4 5883.115 5548.684 498 Basin-A3-4 5898.758 5479.002 499 Basin-A3-4 5883.115 5459.093 500 Basin-A3-4 5804.901 5412.165 501 Basin-A3-4 5617.188 5299.821 502 Basin-A3-4 5412.410 5183.211 503 Basin-A3-4 5341.306 5160.458 504 Basin-A3-4 5197.677 5120.640 505 Basin-A3--4 4974.412 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5744.562 687 Basin-A2-3 4111.827 5768.549 688 Basin-A2-3 4093.171 5707.249 689 Basin-A2-3 4047.861 5712.579 690 Basin-A2-3 4005.218 5583.315 691 Basin-A2-3 4406.337 5442.057 692 Basin-A2-3 4450.314 5577.984 693 Basin-A2-3 4119.823 5732.568 694 Basin-A2-3 4170.463 5953.784 695 Basin-A2-3 4203.778 5759.221 696 Basin-A2-3 4347.702 5705.916 697 Basin-A2-3 4486.294 5859.167 698 Basin-A2-3 4491.625 5855.170 699 Basin-A2-3 4486.294 5825.852 700 Basin-A2-3 4414.333 5689.924 701 Basin-A2-3 4518.277 5619.295 702 Basin-A2-3 4748.821 5921.801 703 Basin-A2-3 4651.540 5997.760 704 Basin-A2-3 4516.945 5875.159 705 Basin-A2-3 4502.286 5881.822 706 Basin-A2-3 4635.548 6069.722 707 Basin-A2-3 4748.821 6075.052 708 Basin-A2-3 4747.488 6140.351. 709 Basin-A2--3 4766.145 6141.683 710 Basin-A2-3 4796.795 5468.709 711 Basin-A2-3 4726.166 5412.739 712 Basin-A2-3 4436.987 5398.080 713 Basin-A2-3 4403.672 5431.396 714 Basin-A2-3 3990.559 5569.988 715 Bàsin-A2-3 4034.535 5744.562 716 Basin-A8-1 5534.243 7814.783 717 Basin-A8-1 5371.205 7648.884 718 Basin-A8-1 5271.094 7585.957 719 Basin-A8-1 5239.631 7540.192 720 Basin-A8-1 5279.675 7194.093 721 Basin-A8-1 5271.094 7156.909 722 Basin-A8-1 5296.837 7128.306 723 Basin-A8-1 5405.529 7131.166 724 Basin-A8-1 5485.618 7116.865 725 Basin-A8-1 5502.780 7196.954 726 Basin-A8-1 5545.685 7234.138 727 Basin-A8-1 5545.685 7268.462 728 Basin-A8-1 5542.824 7291.344 729 Basin-A8-1 5551.405 7308.506 730 Basin-A8-1 5594.310 7325.668 731 Basin-A8-1 5622.913 7317.087 732 Basin-A8-1 5662.958 7468.684 733 Basin-A8-1 5651.517 7505.868 734 Basin-A8-1 5685.840 7514.449 735 Basin-A8-1 5634.355 7728.973 736 Basin-A8-1 5662.958 7731.833 737 Basin-A8-1 5645.796 7771.878 738 Basin-A8-1 5525.662 7817.643 739 Basin-A2-1 2965.036 6785.987 740 Basin-A2-1 3044.958 6812.628 741 Basin-A2-1 3083.709 7003.958 742 Basin-A2-1 3122.459 7011.223 743 Basin-A2-1 3120.037 7071.771 744 Basin-A2-1 3166.053 7083.880 745 Basin-A2-1 3166.053 7103.255 746 Basin-A2-1 3117.615 7105.677 747 Basin-A2-1 3107.928 7335.758 748 Basin-A2-1 3149.100 7335.758 749 Basin-A2-1 3134.568 7636.073 750 Basin-A2-1 3296.836 7645.760 751 Basin-A2-1 3306.523 7626.385 752 Basin-A2-1 3740.043 7655.448 753 Basin-A2-1 3723.089 7735.371 754 Basin-A2-1 3081.287 7742.636 755 Basin-A2-1 2974.723 7335.758 756 Basin-A2-1 3025.583 6890.129 757 Basin-A2-1 2940.817 6863.488 758 Basin-A2-1 2967.458 6781.143 759 IMP-2 4167.637 5455.684 760 IMP-2 4144.884 5390.269 761 IMP-2 4173.325 5390.269 762 IMP-2 4252.961 5398.801 763 IMP-2 4301.312 5398.801 764 IMP-2 4352.506 5413.022 765 IMP-2 4346.818 5475.593 766 IMP-2 4403.701 5504.034 767 IMP-2 4398.013 5600.735 768 IMP-2 4378.104 5600.735 769 IMP-2 4295.624 5489.814 770 IMP-2 4181.858 5481.281 771 IMP-5 6536.333 7750.605 772 IMP-5 6554.820 7652.482 773 IMP-5 6574.729 7638.262 774 IMP-5 6749.644 7680.924 775 IMP-5 6741.111 7742.073 776 IMP-5 6567.618 7780.469 777 IMP-8 5421.079 6716.427 778 IMP-8 5432.520 6693.544 779 IMP-8 5418.218 6679.242 7E0 IMP-8 5409.637 6642.058 781 IMP-8 5358.152 6650.639 782 IMP-8 5346.710 6676.382 783 IMP-8 5409.637 6716.427 784 Bioswale-6 5992.835 1623.298 785 Bioswale-6 6106.600 1483.935 786 Bioswale-6 7247.101 980.522 787 Bioswale-6 7741.981 1031.717 788 Bioswale-6 8168.602 1384.390 789 Bioswale-6 8282.368 1429.896 790 Bioswale-6 8390.445 1412.832 791 Bioswale-6 8453.017 1387.234 792 Bioswale-6 8464.393 1347.416 793 Bioswale-6 8424.575 1333.196 794 Bioswale-6 8253.927 1373.014 795 Bioswale-6 7813.085 977.678 796 Bioswale-6 7264.166 900.886 797 Bioswale-6 6072.470 1429.896 798 Bioswale-6 5961.549 1606.233 799 IMP-3 4857.000 5493.270 800 IMP-3 4901.428 5373.871 801 IMP-3 5018.050 5310.006 802 IMP-3 5129.120 5307.230 803 IMP-3 5037.488 5451.620 804 IMP-3 4843.117 5573.796 805 806 [SYMBOLS] 807 ;;Gage X-Coord Y-Coord 808 ; ; -------------------------------------------------- 809 Oceanside 986.526 7930.703 810 811 812 [BACKDROP] 813 FILE "Q:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-POST-Model.jpg" 814 DIMENSIONS -1470.588 0.000 11470.588 10000.000 8:5 ATTACHMENT 3 ATTACHMENT 3 STRUCTURAL BMP MAINTENANCE INFORMATION ATTACHMENT El. MAINTENANCE INDICATORS TABLE 7-2. Maintenance Indicators and Actions for Vegetated BMPs TypicalMaintenance for Vegetated Mainte nance Actions Accumulation of sediment, litter, or Remove and properly disoe of accumulated materials, without debris damage to the.veg n etatio. Poor vegetation establishment Re-seed, re-plant, or re-establish vegetation per original plans. Overgrown vegetation Mow or trip as appropriate, but not less than the design height of the vegetation per original plans when applicable (e g a vegetated swale ay require a minimum vegetation height) m Erosion due to concentrated irrigation Repair/re-seed/re-plant eroded areas and adjust the irrigation flow system. e i rn zs BMPs Indicato forVeget Maintenance Actions Erosion due to coiwC atedstorrnater .... .... . Rcpair/r -seed/re-pIant rcled areas, and make appro5riaie Tuno.ff flow corrective measures such • s adding crc )Si( )n confrol blarikes, adding stone- at flow entry oirltS, or minor re-grading to: restore proper, drainage according iothe original plan. If the issue is not corrected by restoring the BMP to the original plan and grade, the [City Engineer] shall be contacted prior to any additional repairs or reconstruction. Standing water in vegetated swales Make appropriate corrective measures such as adjusting irrigation system, removing obstructions of debris or invasive vegetation, loosening or replacing top soil to allow for better infiltration, or minor re-grading for proper drainage. If the issue is not corrected by restoring the BMP to the original plan and grade, the [City Engineer] shall be contacted prior to any additional repairs or reconstruction. Standing water in bioretention, Make appropriate corrective measures such as adjusting irrigation bioftitration with partial retention, or system, removing obstructions of debris or invasive vegetation, biofiltration areas, or flow-through clearing underdrains (where applicable), or repairing/replacing planter boxes for longer than 96 hours clogged or corn acted soils ollowing a storm event Obstructed inlet or outlet structure Clear obstructions. Damage to structural components such Repair or replace as applicable. as weirs, inlet or outlet structures *These BMPs typically include a surface ponding layer as part of their function which may take 96 hours to drain following a storm event. TABLE 7-3. Maintenance Indicators and Actions for Non-Vegetated Infiltration BMPs Tvpical IIhI ° Infiltrationfor Nlon-Vegetated BMPs Maintenance Actions I......................................-I Accumulation of sediment, litter, or I debris in infiltration basin . pretreatment device, or on permeable Rcrn ive and properly dispose accumulated materials. pavement surface Standing water in infiltration basin without subsurface infiltration gallery for longer than 96 hours following a Remove and replace clogged surface soils. storm event This condition requires mvest1ation of whyrnflltration is not Standing water in subsurface occurthg If feasible, correivë action shall be taken to restore infiltration gallery for longer than 96 infiltration (e g flush fine sediment or remove and replace clogged hours following a storm event soils) BMP may require retrofit if infiltration cannot be restored If retrofit is necessary, the [City Engineer] shall be contacted prior to any repairs or reconstruction Standing water in permeable paving Flush fine sediment from paving and subsurface gravel. Provide area routine vacuuming of permeable paving areas to prevent clogging. Note: When inspection or maintenance indicates sediment is accumulating in an infiltration BMP, the DMA draining to the infiltration BMP should be examined to determine the source of the sediment, and corrective measures should be made as applicable to minimize the sediment supply. TABLE 7-4. Maintenance Indicators and Actions for Filtration BMPs Typical Mainteriance ln(licator(s) for IffithI1ILflL Maintenance Actions Accumulation of sediment, litter, or debris Remove and properly dispose accumulated in atenals Obstructed inlet or outlet structure Clear obstructions. Clogged filter media Remove and properly dispose filter. media, and replace with fresh media Damage to components of the filtration system Repair or replace as applicable. Note: For proprietary media filters, refer to the manufacturer's maintenance guide. Appendix E: BMP Design Fact Sheets If These Sonrces Will Be on the Project Site ... Potential Sources of Runoff Pollutants - ... Then Yonr 2 Permanent Controls—Show on Drawings SNX'QMP Must Consider These SoLirce 3 Permanent Controls—List in Table and Narrative Control BMPs I 4 Operational BMPs—Include in Table and Narrative [] A. Onsite storm drain I?] Locations of inlets. [] Mark all inlets with the words "No [] Maintain and periodically repaint inlets Dumping! Flows to Bay" or similar, or replace inlet markings. See stencil template provided in [] Provide storm water pollution El Not Applicable Appendix 1-4 prevention information to new site owners, lessees, or operators. [l See applicable operational BMPs in Fact Sheet SC-44, "Drainage System Maintenance," in the CASQA Storm Water Quality Handbooks at www.casga.org/resources/bmp- handbooks/municipal-bmp- handbook. [] Include the following in lease agreements: "Tenant shall not allow anyone to discharge anything to storm drains or to store or deposit materials so as to create a potential discharge to storm drains." E-4 February 26, 2016 Appendix E: BMP Design Fact Sheets If These Sources Will Be on the Project Site ... .. Then Your SWQNIP must considerFThese Source .Control i• tU Ii 1 I 2 I 3 I 4 Potential Sources of Permanent Controls—Show on Permanent Controls—List in Table Operational BMPs—Include in Runoff Pollutants Drawings and Narrative Table and Narrative [] B. Interior floor [] State that interior floor drains and [] Inspect and maintain drains to drains and elevator elevator shaft sump pumps will be prevent blockages and overflow. shaft sump pumps plumbed to sanitary sewer. U_Not Applicable El C. Interior parking El State that parking garage floor El Inspect and maintain drains to garages drains will be plumbed to the prevent blockages and overflow. F?] Not Applicable sanitary sewer. F?] Dl. Need for future F?] Note building design features that F?] Provide Integrated Pest indoor & structural discourage entry of pests. Management information to pest control owners, lessees, and operators. 0 Not Applicable E-5 February 26, 2016 Appendix E: BMP Design Fact Sheets If These Sources Will Be on the Project Site ... Potential Sources of Runoff Pollutants - Then Your 2 Permanent Controls—Show on Drawings SXXIQNIP must consider These Source Control BTNIPs I 3 I 4 Permanent Controls—List in Table and Operational BMPs—Include in Narrative Table and Narrative [] D2. Landscape! (] Show locations of existing State that final landscape plans will [] Maintain landscaping using Outdoor Pesticide trees or areas of shrubs and accomplish all of the following, minimum or no pesticides. Use 0 Not Applicable ground cover to be [?]Preserve existing drought tolerant [] See applicable operational undisturbed and retained, trees, shrubs, and ground cover to the BMPs in Fact Sheet SC-41, Show self-retaining landscape maximum extent possible. "Building and Grounds areas, if any. [] Design landscaping to minimize Maintenance," in the CASQA Show storm water treatment facilities, irrigation and runoff, to promote Storm Water Quality surface infiltration where appropriate, Handbooks at and to minimize the use of fertilizers www.casga.org/resources/bmp and pesticides that can contribute to -handbooks/municipal-bmp- storm water pollution. handbook. 21 Where landscaped areas are used to F%71 Provide IPM information to retain or detain storm water, specify new owners, lessees and plants that are tolerant of periodic operators. saturated soil conditions. LI Consider using pest-resistant plants, especially adjacent to hardscape. E?J To ensure successful establishment, select plants appropriate to site soils, slopes, climate, sun, wind, rain, land use, air movement, ecological consistency, and plant interactions. E-6 February 26, 2016 [P Design Fact Sheets SIR4 d BMPs—Include in and Narrative licable operational Fact Sheet SC-72, and Pool rice," in the CASQA Water Quality ks at a.org/resources/bm oks/municipal- Ibook. E-7 February 26, 2016 Appendix E: BMP Design Fact Sheets 'If Be t] the ll4 _ ... Then YoLir SWQ-,N,IP ninst consider These Sotirce Control IMI 2 I 3 4 Potential Sources Permanent Controls—Show Permanent Controls—List Operational BMPs—Include in of on Drawings in Table and Narrative Table and Narrative Ii?] G. Refuse areas I] Show where site refuse and Z State how site refuse will I] State how the following will be implemented: 0 Not Applicable recycled materials will be be handled and provide Provide adequate number of receptacles. Inspect handled and stored for supporting detail to what receptacles regularly; repair or replace leaky pickup. See local municipal is shown on plans. receptacles. Keep receptacles covered. requirements for sizes and IState that signs will be Prohibit/prevent dumping of liquid or hazardous other details of refuse areas. posted on or near wastes. Post "no hazardous materials" signs. Inspect I] If dumpsters or other dumpsters with the and pick up litter daily and clean up spills receptacles are outdoors, words "Do not dump immediately. Keep spill control materials available show how the designated hazardous materials on- site. See Fact Sheet SC-34, 'Waste Handling and area will be covered, graded, here" or similar. Disposal" in the CASQA Storm Water Quality and paved to prevent run- Handbooks at www.casqa.org/resources/bmp- on and show locations of handbooks/municipal-bmp-handbook. berms to prevent runoff from the area. Also show how the designated area will be protected from wind dispersal. IJ Any drains from dumpsters, compactors, and tallow bin areas must be connected to a grease removal device before discharge to sanitary sewer. E-8 February 26, 2016 BMP Design Fact Sheets 4 tional BMPs—Include rable and Narrative able and Narrative Fact Sheet SC-10, "Non - n Water Discharges" in CASQA Storm Water ity Handbooks at ;://w'ww.casqa.org/resou 'bmp-handbooks. the Fact Sheets SC-31, door Liquid Container Lge" and SC-33, door Storage of Raw rials" in the CASQA n Water Quality Ibooks at .casga.org/resources/bm idbooks/munici2a1-bmp- book. E-9 February 26, 2016 Appendix E: BMP Design Fact Sheets Then Yotir SWQiM 2 I 3 1 4 Potential Sources of Permanent Controls—Show on Drawings Permanent Controls—List in Operational BMPs—Include in Runoff Pollutants Table and Narrative Table and Narrative [J J. Vehicle and Fj Show on drawings as appropriate: If a car wash area is not Describe operational measures to Equipment Cleaning provided, describe measures implement the following (if IZI Not Applicable Commercial/industrial facilities having taken to discourage onsite applicable): vehicle /equipment cleaning needs must car washing and explain how either provide a covered, bermed area for these will be enforced. [] Washwater from vehicle and discourage washing activities or vehicle/equipment washing by removing equipment washing operations hose bibs and installing signs prohibiting such must not be discharged to the uses. storm drain system. Multi-dwelling complexes must have a Car dealerships and similar paved, bermed, and covered car wash area may rinse cars with water only. (unless car washing is prohibited onsite and See Fact Sheet SC-21, hoses are provided with an automatic shut- "Vehicle and Equipment off to discourage such use). Cleaning," in the CASQA Washing areas for cars, vehicles, and Storm Water Quality equipment must be paved, designed to Handbooks at prevent run-on to or runoff from the area, www.casqa.org/resources/bm and plumbed to drain to the sanitary sewer. p-handbooks/municipal-bmp- Commercial car wash facilities must be handbook. designed such that no runoff from the facility is discharged to the storm drain system. Wastewater from the facility must discharge to the sanitary sewer, or a wastewater reclamation system must be installed. E-10 February 26, 2016 Appendix E: BMP Design Fact Sheets on ... ..__I hen Your SWQI\IP rnust consider These Source Control BMPs the Project Site 1 I 2 I 3 I 4 Potential Sources of Permanent Controls—Show on Permanent Controls—List in Operational BMPs—Include in Runoff Pollutants Drawings Table and Narrative Table and Narrative K. El Accommodate all vehicle El State that no vehicle repair or In the report, note that all of the following El Vehicle/Equipment equipment repair and maintenance will be done restrictions apply to use the site: Repair and maintenance indoors. Or outdoors, or else describe the El No person must dispose of, nor permit Maintenance designate an outdoor work area required features of the the disposal, directly or indirectly of Il Not Applicable and design the area to protect outdoor work area. vehicle fluids, hazardous materials, or from rainfall, run-on runoff, and El State that there are no floor rinsewater from parts cleaning into wind dispersal. drains or if there are floor storm drains. El Show secondary containment for drains, note the agency from El No vehicle fluid removal must be exterior work areas where motor which an industrial waste performed outside a building, nor on oil, brake fluid, gasoline, diesel discharge permit will be asphalt or ground surfaces, whether fuel, radiator fluid, acid- obtained and that the design inside or outside a building, except in containing batteries or other meets that agency's such a manner as to ensure that any hazardous materials or hazardous requirements. spilled fluid will be in an area of wastes are used or stored. Drains El State that there are no tanks, secondary containment. Leaking must not be installed within the containers or sinks to be used vehicle fluids must be contained or secondary containment areas. for parts cleaning or rinsing drained from the vehicle immediately. El Add a note on the plans that or, if there are, note the El No person must leave unattended drip states either (1) there are no floor agency from which an parts or other open containers drains, or (2) floor drains are industrial waste discharge containing vehicle fluid, unless such connected to wastewater permit will be obtained and containers are in use or in an area of pretreatment systems prior to that the design meets that secondary containment. discharge to the sanitary sewer agency's requirements. and an industrial waste discharge permit will be obtained. E-11 February 26, 2016 Appendix E: BMP Design Fact Sheets 1 If These Sources TVill Be on the Project Site ... 1 Potential Sources of Runoff Pollutants - Then Your SWQNIP must consider These Source I 2 1 3 Permanent Controls—Show on Permanent Controls—List Drawings in Table and Narrative Control BMPs I 4 Operational BMPs—Include in Table and Narrative El L. Fuel Dispensing El Fueling areas"' must have El The property owner must dry sweep Areas impermeable floors (i.e., portland the fueling area routinely. I] Not Applicable cement concrete or equivalent smooth See the Business Guide Sheet, impervious surface) that are (1) graded "Automotive Service—Service at the minimum slope necessary to Stations" in the CASQA Storm prevent ponding; and (2) separated Water Quality Handbooks at from the rest of the site by a grade https://www.casqa.org/resources/b break that prevents run-on of storm mp-handbooks. water to the MEP. 0 Fueling areas must be covered by a canopy that extends a minimum of ten feet in each direction from each pump. [Alternative: The fueling area must be covered and the cover's minimum dimensions must be equal to or greater than the area within the grade break or fuel dispensing areal.] 0 The canopy [or cover] must not drain onto the fueling area. 16 The fueling area must be defined as the area extending a minimum of 6.5 feet from the corner of each fuel dispenser or the length at which the hose and nozzle assembly may be operated plus a minimum of one foot, whichever is greater. E-12 February 26, 2016 Appendix E: BMP Design Fact Sheets If IIThese Sources Will IIUrt on the Project %nu _itVWhU must consider FIir Then Your i.iuutw.irinrnnU ikil k 2 I I 4 Potential Sources of Permanent Controls—Show on Permanent Operational BMPs—Include in Runoff Pollutants Drawings Controls—List in Table and Narrative M. Loading Docks 0 Show a preliminary design for the El Move loaded and unloaded items indoors as IZI Not Applicable loading dock area, including soon as possible. roofing and drainage. Loading El See Fact Sheet SC-30, "Outdoor Loading and docks must be covered and/or Unloading," in the CASQA Storm Water graded to minimize run-on to and Quality Handbooks at runoff from the loading area. Roof www.casga.org/resources/bmp- downspouts must be positioned to handbooks/municipal-bmp-handbook. direct storm water away from the loading area. Water from loading dock areas should be drained to the sanitary sewer where feasible. Direct connections to storm drains from depressed loading docks are prohibited. El Loading dock areas draining directly to the sanitary sewer must be equipped with a spill control valve or equivalent device, which must be kept closed during periods of operation. o Provide a roof overhang over the loading area or install door skirts (cowling) at each bay that enclose the end of the trailer. E-13 February 26, 2016 Appendix E: BMP Design Fact Sheets If Tliese Sonrces Will Be on the Project Site ... Potential Sources of Runoff Pollutants ... Tlien Yonr SWQTNIP nuist consider These Sonrce Control I 2 Permanent Controls— Permanent Controls—List in Table and Show on Drawings Narrative BMPs Operational BMPs—Include in Table and Narrative IZI N. Fire Sprinkler I?]Provide a means to drain fire sprinkler test water IZi See the note in Fact Sheet SC- Test Water to the sanitary sewer. 41, "Building and Grounds 0 Not Applicable Maintenance," in the CASQA Storm Water Quality Handbooks at www.casga.org/resources/bm p-handbooks /municipal-bmp- _______________________ handbook 0. Miscellaneous Drain 0 Boiler drain lines must be directly or indirectly or Wash Water connected to the sanitary sewer system and may DBoiler drain lines not discharge to the storm drain system. IZiCondensate drain IZ]Condensate drain lines may discharge to lines landscaped areas if the flow is small enough that R] Rooftop runoff will not occur. Condensate drain lines equipment may not discharge to the storm drain system. 0 Drainage sumps IZiRooftop mounted equipment with potential to produce pollutants must be roofed and/or have 0 Roofing, gutters, secondary containment. and trim El Any drainage sumps onsite must feature a DNot Applicable sediment sump to reduce the quantity of sediment in pumped water. [JAvoid roofing, gutters, and trim made of copper or other unprotected metals that may leach into runoff. E-14 February 26, 2016 Appendix E: BMP Design Fact Sheets If •iThese SourcestWill IIUir Then IU k on the Project Site 1 I 2 I 3 I 4 Potential Sources of Permanent Controls—Show on Permanent Controls—List in Operational BMPs—Include in Runoff Pollutants Drawings Table and Narrative Table and Narrative I] P. Plazas, [] Plazas, sidewalks, and parking lots must sidewalks, and be swept regularly to prevent the parking lots, accumulation of litter and debris. El Not Applicable Debris from pressure washing must be collected to prevent entry into the storm drain system. Washwater containing any cleaning agent or degreaser must be collected and discharged to the sanitary sewer and not discharged to a storm drain. E-15 February 26, 2016 ATTACHMENT 4