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HomeMy WebLinkAboutCT 15-08; Carlsbad Ranch PA 5, Phase 3; SWMP; 2016-02-03I MYLAR SUBMITTAL CITY OF CARLSBAD PRIORITY DEVELOPMENT PROJECT Carlsbad Ranch PA 5, Phase Ill Carlsbad, California l~/L 1 ..,a 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 428-9H RECEIVED FEB 0 5 2016 PREPARED FOR GRAND PACIFIC CARLSBAD, L.P. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 (760) 431-8500 Prepared by: ROBERT D. DENTINO EXCEL LAND DEVELOPMENT Ell-.rEEII.G ENGINEERING LAND PLANNING• ENGINEERING•SURVEYING 440 State Place Escondido, CA 92029 Phone: 760-745-8118 Fax: 760-7 45-1890 Preparation Date: 02-03-2016 --- Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 TABLE OF CONTENTS I. 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 II. Applicable Stormwater Standards 2.1 Completed Storm Water Standard Questionnaires (SWSQ) 2.2 Lawful Prior Compliance 2.3 HMP Ill. 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 IV. 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 V. 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 VI. Operation and Maintenance 6.1 Ownership and Responsibility Attachments A. Construction Threat Assessment worksheet E-33 and Stormwater Standards Questionnaire (SWSQ) Form E-34 B. DMA Mapping C. Single sheet BMP Plan D. SWMM Modeling to determine LID sizes for Hydro modification Compliance. Page 1 of20 I. Project Description 1.1 Project Description and Vicinity Map Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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 of20 Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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. A. Total size of project site: 21.160 (Acres) B. Total impervious area (including rooftops) before construction 1.170 C. Total impervious area (including roof tops) after construction 9.180 Calculate percent impervious before construction: B/A = _§___% Calculate percent impervious after construction: C/A = __§__% (Acres) (Acres) 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 of20 1.4 Nearby waterbodies and Impaired waterbodies Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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 ofthis 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 of20 Carlsbad Ranch PA 5, Phase Ill 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 ofthis report. Ill. Identify Pollutant of Concern 3.1 Identify Watershed and Hydrologic Unit Contribution Basin And Receiving Waters [J San Juan 901 D Santa Margarita 902 ~ San Luis Rey 903 -.J [ San Dieguito 905 D Penasquitos 906 [] San Diego 907 n [ l Otay 910 l; Tijuana 911 D Whitewater 719 D c West Salton 721 D Anza Borrego 722 ::l Imperial 723 http://www. waterboa rds.ca .gov /sand iego/water _issues/programs/basi n_pla n/i nd ex. sht ml Receiving water downstream Name 904.40 . Encinas http://www. waterboa rds.ca .gov I sand iego/water _issues/programs/basin _pian/index .shtm I SURFACE WATERS Table 1. Receiving Surface Waters lmpairment(s) listed Surface Waters [303(d) listed waters (rivers, creeks, stream, Hydrologic Unit Basin or waters with Number established etc.) TMDLs] Canyon de Las Encinas 904.40 Not listed Aqua Hedionda Lagoon 904.30 Not listed Carlsbad 904 Sweetwater 909 Clark 720 Distance to Project 0.75 miles 0.75 miles Page 5 of20 3.2 Identify Pollutants associated with type of Land use Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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 of20 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 bioaccumulation 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 of20 Table 2. Anticipate~ and Potential Pollutants Generated by Land Use Gomeral Pollutalll Categories Priority <h·ygen Profecr Heavv Otgru:ric Trash& Dem.:mding Categories Sediment :Kurriems Metals Componnds Debris Substances DHached. K~:;,::let:t:..U .... .... ~: ~: -~ -~ D-e;e:cp1t:eat Att;;c::ed R-e:;:::lH:t:..U X ~:. ~: F 1 De;e:cpmeat Con:.mH•:c.U D-e•~e::·pn:eat p 1 F r ~-= F . ,. F 3 -_ .... ·one J.c:::e Hoe>~TI X ~: X •.. X lu::ln:;t1'7' -~ Mt\.:ltC•tl:Oti't"e X :s: .. : .... Repal.t :;::o!H ·' -· P ... ~s::a.·.l1J.::.":'~ ::: X H,hd~ 0€;:-e:·~ptnent X ~~ •.. :: _,. · 5.0CJ £:2 P;u:l:.:.:;g ::..::t~ P:l F.l, ~: ~: F 1 RHa:l Ga;ob1o;, X ;.:: X .... .... Ont:en 5u:eo;,t;, H,glw·a" .S< :x: F 1, :x ,. X p 5 -'-- FteF.l-"-'-"' X -a.nt:;,::oa:ed P = pct;;::tw '1 _.:... p~t-:ntitl po.I:.t:t~t .1: :.;:.uC.:.:a.?.L;,g ex.~·H-:. ·:):.::.-"W:e-. -• .:.. r, ~tent;J pol:t:ta::t 1: -=':"pre "ct .llclue.e~ J:.ll•:o~-ele:. pl.±L~ J.Le;.; -. • .:.. r, ::umti.;J po.I:.t:tJ.::tlf J.llC. ·.:;~ K:'.;:,~-e! ::~c-:: c: 11w:::;;: "'-~:t;; F:>dt:::: .. Iud·.:C.i;:.s-~t;·:):!!U;::'..t:':'d..lc·:a.rbc·n' . 5 Iud·.:Cq ,c.:'."o::t>. Source: SUSMP County of San Diego-January 2011 Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 Oil& Bacteria& Grease Viruses Pesticides ~.: X .... -~ F:.:. p :: X F,; P5 X ~-= ~-= ~·= F.1 X ,. -~ ~-= F 1 ..... _ ... ~.:: ~.:: F 1 Page 8 of20 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: IND -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. RECl-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 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 of20 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 of20 INLAND SURFACE WATERS Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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 R R w w A Number u N E E A 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 N R R c B E w R M A M s w Number N A E E 0 I s A A Q I p A D v c c M 0 T R R u G w R 2 M D E A R N M 903.1 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 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 s H E Page 11 of20 3.4 Summary of primary pollutants of concern Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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: 1. 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") 2. 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. 3. 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 guests 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 sediments]. however it is per the discretion of management to schedule this activity for the well ness 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: 1. Trash and debris from general site hotel/villa use, and from drivers & pedestrians 2. Sediments and soils contaminated with oils and similar products associated with automobiles. Page 12 of20 Landscaping Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 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 • Maintain periodically repaint or DUMPING!" 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 LITIERING". 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. • Washwater containing any • Street Sweeping . cleaning agent/degreaser shall be collected and discharge to the sanitary sewer and not discharged to a stormdrain. Page 13 of20 4. Pools, Spas, ponds, decorative • The pools will be plumbed to fountains, and other water features. the sanitary sewer and will be made according to local requirements. 5. Landscape/ Outdoor Pesticide use • Design landscaping to minimize irrigation and runoff, to surface promote infiltration • Where landscape areas are used to retain or detain Stormwater, a native Californian saturated soil tolerant vegetation type is used. V. Low Impact Development (LID) Design Strategies • • • • • • Carlsbad Ranch PA 5. Phase Ill SWMP-November 2015 Control algae with chlorine or sodium bromide Do not discharge pool water to 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". CASQA Handbook Maintain landscaping using minimum or no pesticides. Refer to SC-41 "Building and Grounds Maintenance". CASQA Handbook. 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 of20 Carlsbad Ranch PA 5, Phase Ill SW MP -November 2015 TABLE 6. Group of Pollutants and relative effectiveness of treatment facilities Infiltration Trash Settling W'etPonds Facilities Higher-Racks & Bioretention Basins and or Higher-rate Hydro Pollutants of Facilities (Dry Constructed Practices :\ledia rate media -dynamic Vegetated Concen1 (LID) Ponds) W'etlands (LID) Filters biofilters* filters* Devices Swales Coarse High High High High High High High High High Sediment and Trash Pollutants High High High High High :\Iedium :\Iediun: Low Medium that tend to associate '111--ith fine particles dtn-ing treatu1ent Pollutants :\Iedium Low :\Iedium High Low Lo-.: Lo"· Low Low that tend to be dissolved following trea tluen t 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 of20 O.ROUCl-11 .RlS!SlAN! ----,_ PLANTS AS RlCOMENOED \ Pl'fr' COU.N l r 5Z!SMP \ >~--\,? . '. ;;-...,_ ·····"',~~~~-1 :::~~S~:-:-:-:-:-:-:-.-.-.. ::. ·:: :: ."-:: : .. ::: 81017! TR A TlOtV SO-i / !8"0£P!N OF--~/ J/4" TO 1-!/~..,- arAN GRA~fil ~// Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 ---V4.kll5 2' MIN ,/ . _ . . . . _ .. _ . : '1'.· ::. -::=-PROPOSFD IMPFRi'lOUS Lli\'FR ·::: !8" ::::::. :::: -~ PER SIJ2:S ENCtNllR's ·::: ... ::::::::/:. RlCOMMEN!JAT!ONS ·"-, --~-4" P£RFOR4TEO UND£RORAIN p;,t[ ff1 TH ORIF!C£ PLATE TYPICAL 810-RETENnON 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. Outfaii-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 of20 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 HMPFLOW LINER? (SQFT) DEPTH DEPTH SIZE ORIFICE PONDING (SQFT) RESTRICT OR (INCHES) {INCHES) {INCHES) B IMP-01 78,937 2,178 18 18 1.00 24X24 N/A 24 YES A IMP-02 133,495 3,671 18 18 2.00 24X24 N/A 24 YES A IMP-03 190,609 4,508 18 18 1.50 24X24 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 1.50 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 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 ofthe 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 D following the steps in Section 4 of the Carlsbad SUSMP) @j) 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 of20 • Indicate the project pollutants of concern {POCs). Carlsbad Ranch PA 5, Phase Ill SWMP-November 2015 Table 7. Grouping of Potential Pollutants of Concern {POCs) by fate during stormwater treatment Pollutant Check Coarse Sediment Pollutants that tend Pollutants that tend Project and Trash to associate with to be dissolved Specific fine particles during following treatment POCs 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 Pollutant Final Construction Construction LID or TC-BMP of Concern BMP Type Efficiency Date Inspector Name Identifier* (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 IMP3 Bio-retention H,H, M IMP4 Bio-retention H,H,M IMPS Bio-retention H, H, M IMP7 Bio-retention H,H, M IMPS Bio-retention H,H,M Maintenance will be under the guidelines as shown in the "STORMWATER 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 of20 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 of20 Attachment A-Construction Threat Assessment worksheet E-33 & Stormwater Standards Questionnaire (SWSQ) Form E-34 (_City of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov INSTRUCTIONS: 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 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. STEP1 TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO 1. 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 X paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? 2. 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? 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 PDP requirements" and complete applicant information. If you answered "no" to both questions, then go to Step 2. E-34 Page 1 of 3 Effective 6/27113 {_City of ---...-..rlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 STEP2 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a priority development project, please answer the following questions: YES ·• ' NO I 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively L over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. X 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire I project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, X I industrial, residential, mixed-use, and public development projects on public or private land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface I collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared X foods and drinks for immediate consumption. 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface m, 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 -·· 5. 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 X temporary parking or storage of motor vehicles used personally for business or for commerce. 6. 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. 7. 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 X from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the proi_ect to the ESA (i.e. not commingles with flows from adjacent lands).* -8. 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 Classification (SIC) codes: 5013, X 5014, 5541, 7532-7534, or 7536-7539. 9. 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. 1 O.ls 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 11.1s 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%? 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 to 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 •:omplete applicant information. x E-34 Page 2 of 3 Effective 6/27/13 I STORM WATER STANDARDS QUESTIONNAIRE E-34 STEP3 e::1 v t} (u f.2_ rn e l~~ 'l 5 e r ; c r:;\ ~ Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY OEVELOPEMENT PROJECTS ONLY ,-Complete the questions below regarding your redevelopment proiect: YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than I J 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 I. impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. I Itt you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, 1 check the "my project meets PDP requirements" box and complete applicant lnfonnation. ---------____ __, I STEP4 CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION :&1 My project meets PRIORITY DEVELOPMENT PROJECT (PDP) 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 t;me of application. I understand flow control {hydromodification) requirements may apply to my project. Refer to SUSMP for details. CJ 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 i ' Address· Accessor's Parcel Number{s): · 5900 Pasteur Court, Suite 200, Carlst,?ad. CA 92008 211-023-07 and 212-271-02 ~ Applicant Name: Tim Stripe , ""_ . Applicant Title~-e~t¥?"/i t Applicant Signature.,~ 1 .-ir) , Date: A'lt::Y-Z...{ _ ?A!::L./'....,--- • I lfl:VIO(~'. L~ <1,(/ vo ~~-;:::.. ' ',./ ~·~~~ 1--------------· -- This Box for City Use Only City Concurrence: I YES I NO I I By Date: 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 Copermittees. E-34 Page 3 of 3 Effective 6/27113 {_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 Storm Water Level Quality Tier 3-High Construction Threat Assessment Criteria D Project site is 50 acres or more and grading will occur during the rainy season Iii 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 D Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 w USDA-NRCS Erosion factors kt greater than or equal to 0.4) Site slope is 5 to 1 or steeper i&i Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 High Construction Threat Assessment Criteria D 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 D Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kt greater than or equal to 0.4) High D Site slope is 5 to 1 or steeper Tier2 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier 1 -Medium lns(;!ection Threat Assessment Criteria D 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 D Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kt greater than or equal to 0.4) Medium D Site slope is 5 to 1 or steeper Tier 1 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance Tier 1 -Low lns(;!ection Threat Assessment Criteria Low D All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Exempt -Not Applicable -Exempt *The c1ty engineer may authonze m1nor vanances from the construction threat assessment cntena 1n spec1al 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 r J- ~ II-- " p.. <+ ... ,, ,... "" ... l'" ~ ,, ""' ""' ~ ""' .,., Attachment B-DMA/ TCBMP sizing Exhibit See folder in back of report. BMP SITE PLAN WMP NO. 1~-19 0 .. 0 -t"~ .. , ·-0 ':'::: .. ~u _, 0 -.. - ----_, __ , _,....._, __ , .....,._, --~~, __ ,~, __ ,., __ ,., PARTY R£sPONSIBl( rOR ~AJNT(NANCEo """"''"l ...... 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Attachment C-SWWM Modelling I I I I I I I SWMM MODELING TO DETERM INE LID SIZES FOR HYDROMODIFICATION COMPLIANCE PHASE III -HOTEL 3 AND TIMESHARE VILLAS, CARLSBAD DATE: April28, 2015 1" Revision: July 13, 2015 2nd Revision: November 3, 2015 3'd Revision: January 13, 2016 Prep ared For: GRAND PACIFIC CARLSBAD, L.P. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 Telephone: 760-431-8500 Prepared By: lffl3~ ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 TEL: (760)745-8118 ·-(/') ~ 0 c <( c 0 ·-1 0 u ·-1 I ·--o 0 E 0 Table of Contents INTRODUCTION Section I Section II Section Ill Section IV Section V Section VI Section VII Pre-and Post-Development Model Setup ............................................................................ 4 System Representation ........................................................................................................... 9 Continuous Simulation Options ............................................................................................. 13 Bio-retention As LID Control .................................................................................................. 14 Running the Simulation .......................................................................................................... 20 Result Analysis ......................................................................................................................... 20 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. 2 I I I I I I I I I I I I 177 .... ,. I I I ~ ~ .. ; ~ N A Fig-1 Hydrologic Soil Group Custom Sotl Resource Report Soil Map 410l10 ~Sea: 1:3,28lfp'l'll.danApa1nit(&S'x Uj "'-. o~----.~~====~~------------wo-===========~no~' 0~----l~~~==~xo~----------~~~==========~~~ ~ pqodJon: v.b ~ eor.·caco,._, v.o5S4 &lgobal VIM Zalo 11N wasB4 471CI50 47U.Xl 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 bio-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 . Fig-2. Typical Bio-retention Section 18" MIN. TOP SOIL HITH HICH SANO (60-80%} ANO UMIT CLAY (ID-20%}-......._;:~=;:~ XJNTENT HfTH FILTER FABRIC PLACED ON THE BOTTOM AS SEPARATOR HITH PERAIEABIL/ TY CREA TER THAN 5 INCHES PER HOUR OR PER SOIL ENCINEER RECOMAIENOA TJON IAIPERV?OIJS LINER SLICH AS GEOMEMBRANE IS REOUIREO FOR IAIP-75 STORAI ORAIN BOX (RISER). RIAl ELEVATION VARY S££ TABLE BELOW BIO-RETENTJON PONO OEP1H=I2" SLIRFAC£ RECTANCIJLAR O'i'IFICE SIZE MAY VARY. lOCATED J" ABOVE THE SO'l Sl/RFACE. J/1" CRl/SHEO ROCK LAYER, OEPTH VARIES. I • PERFORA !FO l/NOERORAIN PIPE HYDROMOOIFICATJON FLOW RESTRICTOR PLA 7E ORIFICE SIZE MAY VARY. SEE ORIFICE SIZES TABLE T'IPICAL Blo-N£7EN11QV l#flH UNOERf)HAIN PIPE NOT TO SCALE 4 I I I I I Fig.3a-SWMM Post-Development with Mitigation Model for OutFall A Oceanside 121 I I I 5 I Fig.3b -SWMM Pre-Development Model for Outfall A 6 I I I I I I I Fig.3c-SWMM Post-Development with Mitigation Model for OutFall B \ ~ \ \ 7 Fig.3d-SWMM Pre-Development Model for OutFall B 8 I I I I I I I I I I I I I I I I I I I I I I I 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 0 0 100,000 200,000 300,000 400,000 500,000 Bapsed lime (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 500ft 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 Pent. Width Pent. Area lmperv Slope Basin-A3·1 .287 0 23S so Basin-A3-2 .277 0 4S4 so 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-A3-4 .321 0 923 45 Basin-A6-1 11.052 71.2 10214 1.5 Basin-A6-2 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 .077 0 72 .5 Bioswale-6 .301 0 17 .75 10 I I I I I I I I I I I I I I I IMP-3 .103 0 210 .5 IMP-S .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-B1-1 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 pavers 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 Suction I !tad (( ;Tl.'l.'n-.\mpt, Conductivity (Grccn-Ampt) Initial Deficit (Green-Ampt) Groundwater I.ID Controls Snow Pack l.and Oscs Initial Buildup Curb Lcn~th Inc he<. Inches per hour yes/no 1.9.~ 12.611 prcs<.:ntnl in T.tl>k . \.2 of S\\ \I \I \fanual 0.01 -4.74 presented in Table r\.2 of S\X'l\IM Manual by soil texture class 0.00 -~0.45 presented in Table A.3 of S\X!MM Manual by hydrologic soil group The difference between soil porosity and initial moist1.1re content. Based on the values provided in Table A.2 of SWMM Manual, the range for completely dry soil would be 0.097 to 0.375 res/no II~ drolot-ric Soil Croup . \: 1.5 I hdrologic Soil ( itoup H: .1.tt llrdrologic Soil ( ;rnup ( :: (,.tl fl) drologic Soil (;roup D: 1).0 Hydrologic Soil Group A: 0.3 I lydrologic Soil Group B: 0.2 I lydrologic Soil Group C: 0.1 Hydrologic Soil Group D: 0.025 llydrologic Soil Group A: 0.30 Hydrologic Soil Group B: 0.31 Hydrologic Soil Group C: 0.32 Hydrologic Soil Group D: 0.33 Note: in long--tcml continuous simulation, this value is not imponant as the soil will reach equilibrium after a few stonn c,·ents regardless of the initial moisture content specified. NO Projn:t Specific Not applicable to hydromodification management studies 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 Ill. 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. BID-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 = CA[2g(h-Hd)J0·5• 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 B1-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 drain fully (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 3. 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 I (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. 4. 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-Hdr 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 AREA ORIFICE SOIL GRAVEL NAME (SQFT) (IN) (IN) (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-OS 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-08 750 1.0 18 18 0.4439 Note: q = C(h-Hdr C= C A fiB X 12°·5 X 3600 o o A 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 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 BID-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. ~, t:J~ Storage Curve Editor .. 1 C~N ... l @lll#ftA••i•llltJ!flrJ ____ s_to_ra_ge_C_urv_e_Po_nd __ A ______ ! 0 """"'ion l 1 [ Copy To I [ Print I [ Clooe I 1 0 Doplh (k) 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. RUNNING 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. Model 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 Wei bull formula for plotting position. See the flow duration curve and peak flow frequency on the following pages. SECTION VI. RESULT ANAL VSIS 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 Plan1• On this web site a search for "Flow Duration Curves" leads to USGS Publication 1542-A, Flow-duration curves, by James K. Searcy 1959 (http://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 (O) 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 Graphs2 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.projectcleanwater.org/images/stories/Docs/LDS/HM P /0311 SD H M P wAppendices.pdf) 2 The graph and the explanation were taken directly from Appendix E of the Hydromodification Plan 20 .. I I I I I I I I protecting creeks from accelerated erosion. csor-----~-----;----~-------;====~==~~~~~====~ --.-lmper.io.JS Flow (cfs) ----Pre-Project Aow (c"s) ----Post-Pro;ect VI tigated fl<l'lt' (ci's) - -Pre-Project 0.205 C70 t 060 - -Pre-Project 0 10 I ------------------------0 50 ;i; ~ C40 ~ R ... oso 020 0 1ll ()00 OQ>J O.C5 0.10 0.15 0.25 02 0 35 Fi~ 1. flow OU~Ion Series SWistics for" llypotu.tic:Jf Oevfiopment ScenMio 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 1. 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: 1. The Flow Duration Plot 2. Comparison of the Un-Mitigated Flow Duration Curve to the Pre-Development Curve (Pass/Fail) 3. Comparison of the Mitigated Flow Duration Curve to the Pre-Development Curve (Pass/Fail) 4. The calculations for the Pre-Development flow duration curve development (USGS9217d) 5. The calculations for the Post-Development flow duration curve development (USGS9217d) 6. 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 Ow and 01t (low flow threshold) values. Within the geomorphically significant range (Ow-01tl 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 (mostly3), the project meets the peak flow hydromodification requirements. Pass/Fail comparison ofthe 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 "Y" 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. flowDurationPassFaiiMitigated.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: 1. Qpost being outside of the geomorphically significant range Qtrto Qw 2. Qpost being less than Q pre 3. Qpost being less than 110% of the value of Qpre if the point is between Qtr and Qw There are two ways that a point can fail. They are: I. Qpost being greater than 110% of Qpre if the point is between Qtr and Q1 o 2. If more than 10% of the points are between 100% and 110% of Qpre for the points between Qtr and Qw 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>Ciipboard. 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 (O.OOcfs 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 010and 01f 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 Wei bull formula for plotting position. Therefore, for a specific event the exceedance frequency F and the return period in years Tare calculated using the following equations4: and T=n+l/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: 1. The Peak Flow Frequency Plot 2. The Comparison of the Un-Mitigated Peak Flow Curve to the Pre-Development Curve (Pass/Fail) 3. The Comparison of the Mitigated Conditions Curve to the Pre-Development Curve (Pass/Fail) 4. The Peak Flow Statistics Calculation for the Pre-Development Curve. 5. The Peak Flow Statistics Calculation for the Un-Mitigated Curve. 6. 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 010, Os, Cb and 01t (low flow threshold) values. Within the geomorphically significant range (010-Oit) 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 4 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 (mostly5), 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. peakFiowPassFaiiMitigated.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 "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 "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: 1. Point is outside of the geomorphically significant range 010-01t 2. Qpost being less than 0 pre 3. Opost being less than 110% of the value of Opre if the point is between Os and Ow6 There are four ways that a point can fail. They are: 1. Qpost being greater than Qp,e if the point is between 01t and Os 2. Qpost being greater than 110% of Qp,e if the point is between 01t and 01o 3. If more than 10% of the points are between 100% and 110% of Qp,e for the points between Os and 010 4. If the frequency interval for points > 100% of Opre is greater than 1 year for the points between Os and 010 A quick scan down the last column will quickly tell if there are any points that fail. 5 See hydromodification limits for exceedance of pre-development values 6 See 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, sth, and 6th rows are the calculated values for Q10, Os, and Cb. 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/Totallnflow 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 SWM M 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, Qs, Q2 and Qtf are reasonable. For each value shown on the reports, verify that the value shown for say QlO 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 Y 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 ofBio-retention Surface Pending 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 t.h A t v Therefore, T = -/3600 q Where: q= Flow rate (cfs) i=Hydraulic gradient (dimensionless) .1h=Total head lost (ft) t=Biofiltration thickness (ft) A= Biofiltration area (sqft) V=Volume of pond surface (cuft) T= 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 = ZJlAun: /3600 C0 A0 2g Where: Jl= Soil porosity (dimensionless) Auv= LID area D -h=Total saturated depth (ft) C0 = Orifice Coefficient (dimensionless) A0 =0rifice area (sqft) g= standard gravity=32.174 ( 1~) s Table 4-Biofiltration Drawdown time BIORETENTION PONDING LOW ORIFICE NAME DEPTH (FT) DIAMETER {IN) IMP-01 2.0 1.0 IMP-02 2.0 2.0 IMP-03 2.0 1.5 IMP-04 2.0 2.0 IMP-OS 2.0 1.5 IMP-06 3.0 2.0 IMP-07 2.0 2.0 IMP-08 2.0 1.0 POND MAX. ALLOWABLE DRAWDOWN DRAWDOWN TIME (HRS) TIME (HRS) 36.49 96 17.37 96 22.97 96 5.29 96 13.40 96 52.78 96 4.51 96 14.93 96 Conclusion: From the table above, the drawdown time for this Hydromodification bio-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 IMP-# (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 Ill 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%x365daysx24 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 {SQFT) DEPTH DEPTH SIZE ORIFICE PONDING LINER? {SQFT) RESTRICTOR {INCHES) {INCHES) {INCHES) B IMP-01 78,937 2,178 18 18 1.00 24X 24 N/A 24 YES A IMP-02 133,49S 3,337 18 18 2.00 24 X 24 N/A 24 YES A IMP-03 18S,601 4,S08 18 18 o.so 24X 24 N/A 24 YES B IMP-04 20,419 4S1 18 18 2.00 18 X 18 N/A 24 YES A IMP-OS S1,980 1,404 18 18 2.00 18 X 18 N/A 24 YES A IMP-06 Existing 626,262 13,112 18 18 2.00 24X 24 N/A 24 YES A IMP-07 8,7979 241 18 18 2.00 18x18 N/A 24 YES A IMP-08 2S,710 7SO 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/REPERMITIED FOR PHASE Ill, 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-71S UTILIZED AS TREATMENT CONTROL ONLY. 31 Fig.8a -Flow Duration Curve for Outfall A Flow Duration Curves -Pro Deve~ent POll Oovelopemenl Un-Mrtigated -Post Developement M ligated 10 """"*""" 010C11.971ds) """"*""" 011 (0 7666cls) ~ u -CD 5 -Ia 0:: :I ..2 ~ .~ 0 ~-~ ~ ... 0 0 0 flOw OurlliOn Prc0evelopemeflt>365(d,ys)J<24(hllday)X0.30<4(%1"26 6(110ut1/yN!) FlOw Ourabon Unmioga:ed Pos!De-.e10pement-365(deys)J<24(rdday)Jl0.718(%)<'62 9{~) FlOw Dun1110n Mlligalecl POll ~·365Cdays)lt24(hrlday)X0.240C%F21.0(hou"siyell) 0.0 0.5 1.0 1.5 2.0 (%) Percent Time Exceedance Fig.Sb -Flow Duration Curve for Outfall B Flow Duration Curves 2.0 -Pro Devolopement •-------------------------!-Post~tUn-Mrtlgalecl 1.5 ~ u 1.0 -CD -Ia 0:: 0.5 ~ 0 u: 0.0 -0.5 0 0 Flow Duration Pre0evelopemoni:J65(days)x24(tv/day)lt0 144('4F12.6(hour.lyear) Flow Duration Unmitigated Pos1Developement><365(days)x24(tvlday)x0.301C%F26.3(houn/)l'elll") Flow Duration Mitigated Post evelopement•365(days)x24(hrlday).O. 139(%)•12.2(~ar) 0.00 0.05 0.10 0.15 (%) Percent Time Exceedance -Post OevelopOmMI t.l•bgated ---010 (1 828cll) ---Ott (0 1360<:11) 0.20 I 32 ------------------- Attachment A SWMM DRAINAGE MANAGEMENT AREA MAP SEE MAP IN BACK OF REPORT BMP SITE PLAN S-110. 1~19 0 =t:=~ 0 Q) -~ 0 ='== .. 0 ---.. ,......., ..........,, .....,,,...._., ..,...,.........._, .,._...,~. _,......_..,, .._..,......,_, .,...,__., =:-..:.:'-·....,.--... ·---- __ .., __ .., PARTY RESPONSIBLE f'OR YAINTENAHCE! -....... ·----~ ---... ,...,._ c:o.ltt..,. --Q-:::'oct: .:t::; ... ~~~~!.~ BY:~?f-:-­ =~"~ -~­___ .,..,.... . --""" -~.::- ~ --· "' --_,. .... --"'" ------ _,.. --.::=.-·-~ "' , .. • .r :; --·· _,.. --_, I --I -· ....... . ... ·-· u-• .... ~-~_.....,.,-....oM -· ·-.... ,,. -----I ,_... --:::' NW,... ..,-.... -· ----~: 1:: ~ M-,..._ ~ --r _,_ .. . ..... -::::.:"'--,._ •<I: -='-"' --"" -::.•,...., ---::.-~ --.. ---.~ ..... ,~ _,.._,,., _.....,. ....... -I -· ·-....... , .... ---~------/r} --------.. .... ~~ ----.. ... .,.. = --... .,., . ---.. .... I _.., ---.. .... --'" -=--~ --.. --.. *~ ~ --.... .... ----'" ~w,.......... ..,}-.. ..,.,.,.,_,..... --... ---~ .,_ ... """ ,rt:J _.. •• &1'/IUII ,,:t: __ ,, __ , "'Ill • ,:~::: ... --_, -. ----~-----.. ~:= ~-----... .... -----!~ ·-· -.... ,:---.. _, ""'" ·-.. ,. _,. -~----"" ""' --· ----.. "' ~:: -~ -.. = .. .. --.~ ----,. ..,. ... .., .. -,. ,_ .. --'" ...,,,.~ -· , __ ·-----_.., I --,._. -.,... ~ -'"::'" .. = ~ .... ~ OHM--M -"' ... """ -"" ,.. ..... :: ,.. .. ==~-~:'' .... = I --------ft!l ----- Attachment B SWMM STATISTICS ANALYSIS , FLOW DURATION CURVE AND PASS/FAIL TABLE Excel Engineering STATISTICS ANALYSIS OF THE SWMM FILES FOR: 1~100\GPIP\GPI \SWf\11\1 \0UTFALL A ANALYSIS DETAILS Statistics Selection: Nodes(Totallnflow Stream Susceptibility to Channel Erosion: High (Qif = (0.1)02) Assumed time between storms (hours): 24 PRE-DEVELOPEMENT SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP1\SWMM\OutFall 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\OutFall 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. 0·\14\14100\GPIP\GP1\SWMM\OutFall A\Reports\\OutFall A-Results pdf 11/3/2015 9:28:10 AM software version: 1.0.5233.35970 I I I I I I I I I I I I I I I I I 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 (Q10), 329 point(s) are below the low flow threshold value (Qif). Of the points within the flow control range (Qif to Q10), 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 Q10), 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 (Q10), 95 point(s) are below the low flow threshold value (Qif). Of the points within the flow control range (Qif to Q10), 105 point(s) have a lower peak flow rate than pre-development conditions. These points all pass. There are 302 point(s) from Qlf to Q5 that the post-development peak flow rate exceeded the pre-development flow rates. If any number of points from Qlf 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\OutEall A\Reports\\OutEall A-Results pdf 11/3/2015 9:28:10 AM software version: 1.0.5233.35970 Excel Engineering 15 -~ u -~ 0 10 Li: ~ cv Q) D.. 5 0 Peak Flow Frequency Curves -Pre Oevelopement -Post Developement Un-Mitigated -Post Developement Mitigated ---Q10 (11.971cfs) ---QS (11.121cfs) ---02 (7.866cfs) nllr-----~-----------~-----~---1---Qlf(0.7866cfs) 0 10 20 30 40 50 60 Return Period (Years) c I I I I I I I I I I Excel Engineering Compare Post-Developement Curve to Pre-Developement Curve post-developement SWMM file: Q:\14114100\GPIP\GP1\SWMM\OutFall A\14100-MIT-A.out post-developement time stamp: 11/2/2015 4:09:54 PM · ---------- Com pared to: - pre-developement SWMM file: Q:\14\14100IGPIPICrP1\SWMM\OutFan A\14100-PRE-A.oui pre-developementtime s~mJ>: 10/19/2015 4:25_:(}~~ 0 1 2 ----3 4 "5 6 7 8 9 ---10 ·rr 12 13 --14- 15 is 17 18 ----19 --20 _21 __ _ 22 23 24 -25 5s:oo- 29.oo 19.30 --14.50 '11:60 9.7o ~ 7.30 6.40 5.80 -5.30 4.80 ---4.50 ---- 17.66 17.84 - -7.89 j 4.45" 6.36 13.37 6.05 ---12.97 4.93 "12.27- 4.82 ----11:92 4.25 11:84 4.09 11.81 ----3.95 11 . 77 --3.66 11.68 -3.26 ----11.36 3.25 ----10.97 3.23 10:73 3.22 10.69 3.17--------10.61 --3.12 10.49 3:07 9.73 4.10 3.90 3.60 3.40 3.20 3.10 2.90 ----2:94 9.62 2~86 i 2.86 9.61 -ffi----9:57 2.73 --------9.41 --9:39 -9.00 - 8.94 8.72 ---8.05-- 26 27 =!E -r~_-!§ -----~ -2.56 7.99-----2.10___ 2.48 28 2.00 -2.48 a~ -.:.-l ~~;~ 1.80 2.27 29 30 31 32 1.80 2.25 -33 __ _ ----1.70 2~23- 11/3/2015 9:28AM 7.99 7.87 7.83 7.83 7.50- 7.50- 7.35 FALSE TRUE TRUE TROE TRUE TRUE--- TRUE TRUE TRDE ffiOE -TRUE TRUE- TRUE TRUE TRUE -- TRUE TRUE TRUE TRUE ---TRUE --TRUE ___ _ T-RUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE fRlJE- --TRUE peakFiowPassFaiiMitigated.TXT FALSE FALSE-- 1 o\oo';{' ,'-"" ,___., o<f"' - --FALSE--Pass-Qpost Above Flo;v Qonirol Upper_bi_mit__ ~ FALSE Pass-Qpost < Qpre - FALSE FALSE FALSE FALSE FALSE l ~~-~~ -----r-_ FAISE ----- FALSE FALSE FALSE FALSE FALSE FALSE -FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE - FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE Pass-Qpost < Qpre FALSE Pass-Qpost < Qpre FALSE Pass-Qpost < Qpre-- --~~~~ -l~{~~:g~~~:: g:·--:--- FALSE 'Pass-Qpost < Qpre --FALSE ----Pass: Qpost < Qpre FALSE Pass-Q~Qpre- FALSE --Pass-Qpost < Qpre FALSE Pass-Qpost ~ Qpre--- FALSE ! 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Pass-Qpost Below Flow Control Threshold --324-QJ_Q__~' __ 0.~ ------r25 _ _:__:_FALSE _ ---FALSE _ -_:-__-FAL-~ __ 1 Pass-Qpost Below Flow Control Thresch,o"ild'C-----1 f----~-33_2265 0.10 0.22 1.25 __ FALSE FALSE --FALSE jf~ss-QpostBelowFiowControiThreshold -;----o:TQ i 0,22-_ TIS_:__~_fALsE_:_-:::_-_____ ~ FAL~ FALSE--~-IPass-QpostBelowFiowControiThreshold 327 0.10 0.-22--1.25 FALSE FALSE FALSE Pass-QoostBelowFiowControiThreshold --- -- - ---- ,.. -- - -- ... --~- -- 11/3/2015 9:28 AM 8/12 Excel Engineering 328 ---0.10 0.21 ___ 329___ o.io 0.21 ---33o -------o:fo o.21 ---331 --o:To o.21 332 0.10 0.21 333 0.10--0.21 334 0.10-6.2i 335 ---·o:i o o.21 -336 -o:TO a.2o 337 ---0.10 ----D.20- 338 0.10 0.20 339 -0.10 ---0.20- 340 o.1o o.2o -__ w ___ ---O.io o.2o 342 --~--0.20 -- 343 0.10 0.19 344 ---;-------o.T0---T---0.19 345 --_o:TO ___ --O.T9 --346-o.1o o:w ---347 o.i() o:19 ----348---0.10 if19 349 0.10 0.19 35o -o:TO---r--o:T9- 35i QJ_Q_ T-~~o.19 __ 352 QJ_Q__ L --~--- 353 0.10 ' 0.18 ~;~ ~--K~~ t ~ ~~ 356 -~--018 ~! ---]f--~ --~:~! 361 0.10 0.17 ----362----:-0~10 0.17 -~----Q.10 0.17 364 ______ D.i0 0.17 365 0.10 0.17 366-----0.10 0.17 367 ------Q.10-----0.17 368---~----o.w-6.16 ----~---o:10 o.16 11/3/2015 9:28AM 1.25 -1.25 -----,-25 ---1.25 1.25 1.25 1.25 --1.25 1.25- 1~25 1.25 1.25 1.25 1.25 1.25 1.25 125 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 -T.25 1.25- 1:25 1.25 1.25 1.25 i25-- T:2s 1.25 f25 1.25 T25 125 ------125 1.25 FALSE FALSE FALSE- FALSE FALSE FALSE-- FALSE --- FALSE FALSE ---FALSE FALSE FALSE FALSE- FALSE -FALSE FALSE FALSE FALSE -FALSE-- --FALSE- -FALSE FALSE -FALSE ---FALSE --FALSE -FALSE FALSE FALSE -- FALSE -- ___ --FALSE -FALSE -FALSE FALSE --FALSE FALSE- FALSE FALSE FALSE FALSE- FALSE --- FALSE-- -FALSE peakFiowPassFaiiMitigated.TXT ,., o"' 0~\0 o\o ...... 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FALSE FALSE ------t-=--FAL~-:pass: 9!JOS1 BeJOWFiOwC-on1rol Threshold ---371 1 _ 0.10-0,16 __ 1.25-----L---__f'J\lSE_____ FALSE FALSE Pass-Qpos1BelowFiowControiThreshold 372 t _ __Q.1_()___+' 0.16 1.25 I FALSE FALSE FALSE --Pass-Qpost Below Flow Control Threshold 373 t 0.10 0.16 -1~t -FALSE --FALSE -f'ALSE Pass-Opos!BelowFiowControiThreshold 0.10 0.16 1.25 FALSE FALSE FALSE Pass-Qpost Below Flow Control Threshold --0.10 0.16 -,-~---FALSE --"FALSE--~LSE IPass-QpostBelow.FiowControiThreshold 1---_.3~7'""6 ------o:TO-~ -1.25---f'li.LSE FALSE ~LSE Pass-Qpost Below Flow Control Threshold 377 -------o:TO--~---1.25-_____i_ FALSE ---FALSE --~: -~LSE Pass-Qpost Below Flow Control Threshold - 378 0.10 0.15 1.2_5__----f __ FALSE --FALSE --r FALSE --Pass-QpostBelowFJowControiThreshold --379-0.10 0.15 1.25 · FALSE-FALSE-----r FA~--Pass-Qpost Below Flow Control Threshold 380 I 0.10 0.15 1.25 FALSE FALSE FALSE Pass-Qpost Below Flow Control Threshold -381----;---0.10 0.15 1.25 FALSE___ FALSE----FA~--f'ass-QpOStBeiOWRoWControiThreshold -~---o:10---(>.15 1.25-FALSE___ FALSE FA~ Pass-QpostBelowFiowControiThreshold 383 0.10 -0.15-{25 FA~----FALSE---FALSE -Pass-QpostBelowFJowControiThreshold --~:-0.10 0:15-1.25 FALSE FALSE --FALSE Pass-Qpost Below Flow Control Threshold 385 0.10 0.15 1.25 FALSE FALSE fA~--~QjlostBelowFiowControiThreshold 386 -------o:TQ ------o.TS--~ --FALSE FALSE __F'ALSE Pass-_Qpost Below Flow Control Threshold -~ -----o:T0 ---~-- -1.25 ---FALSE -FALSE FALSE Pass-Qpost Below Flow Control Threshold ~ ------o.TQ ------o:T4--~5 ---FALSE FALSE _ _fALSE -~-~st Below Flow Control Threshold -----sag---D.TO I ~--------r25 FALSE ----FALSE FALSE_ jPas§:OpostBelowFJowControiThreshold 390 -------o:T0 ---,-------o.i4----1-.25 -FALSE FALSE ___ - -FALSE ,Pass-Qpost Below Flow Control Threshold ~! j_______QJQ -----~ 1.25 FALSE FALSE FALSE i Pass-Qpost Below Flow Control Threshold 392 0.10 0.14 ---1.25 -FALSE ~--~-_FALS_E-_ il>ass-QpostBelow-FiowControiThreSliOJ(j __ _ 3§3-----o.fo--.--0.14 1.25 FALSE____ FALSE t FALSE Pass Qpos!BelowFiowControiThreshold 394----0.10 0.14 -1.25--FALSE --FALSE -,~[SE Pass-Qposi Below Flow Control Threshold 395 -o.TO ~ -1:25--FALSE ~LSE ---FALSE Pass-Qpost Below Flow Control Threshold 396 0.10 0.13 1.25 FALSE FALSE FALSE 397 _ 0.10_:-i __ o:13 ____ 1-.2-5--FALSE-~SE -FALSE 398 -_____QJ_Q__ I __(JJ_L__ -1:25---FALSE ---FALSE -FALSE 399 0.10 0.13 ~-FALSE ----FALSE FALSE- 400 -=-_L__Q.10-_ __Q._g 1.25-FALSE___ FALSE ____ -FA~ 401 t 0.10 0.13 ---T25 FALSE -FALSE -FALSE 402 _ 0.10 0.13 1.25 FALSE FALSE FALSE 403 -0.10 0.13 1.25 -FALSE FALSE -FALSE 404 •------o:1Q 0.13 --------:r:25 FALSE FALSE FALSE Pass-Qpost Below Flow Control Threshold Pass-Qp_ost Below Flow Control Threshold -Pass-Qpost Below Flow Control Threshold PIIS§· Opes! 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Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Thrfi!_shold __ ----~~~~------------------------------------------------------------------------------------------------~~~----11/3/2015 9:28AM 10/12 Excel Engineering <\>II< e·'.O ,~ ,__Q ~o~-----_ j ~o'> m f ~:i~~1 l~~ 415 -----------o.iO 0~69 - 416 010 0.09 -417-0.10 ---0.08 418 o.1o---o.oa ----4i9""'-0.10 -------o:oa- -420 0.10 -0.08 - 421 0.10 0.07 422 0.10 0.07 ---423-0.10 1 0.07 424 I -QTo 0.07--:~~ ---1 ~:~~ ---~:~~ 1¥a --+--_Q10 -0.06-_ _ ___ 1 0.10 0.06 -429 ---_J__ 0.10 0.05 430 1 o.1o -O.o5 - 431 J o:1o---o.o5 E-1 !!! !E 436 ' 0.10 0.03 4:37 - --D.io 0.03 438 ' 0.10 i 0.03 :!~ __ L ~:~~ ----:=--=--i~~ 441 ' 0.10 0.03 442-----o:to """"(jJj2- 443 o""lo---· o.o2 444 0.10 0.02 445-0.10 ---0~62 446 0.10 -----0.02 447 -0.10 0.02 448 o:1a o.o2 449 0.10 0.02 450 0.10 0.01 451 -~ o~oi- -452 ___ T 0.10 0.01 453 o.1o ----o.o1 11/3/2015 9:28AM 1.25 1.25 1:2.5 125 1.25 1.25 (25 1.25 1.25 1.25 1.25 1.25 1:25 1.25 1.25 1.25 1.25 1.25 1.25 i.25 1.25 1.25 1.25- 1.25 1.25 1.25 1.25 1:25 1~25 1:25 1.25 1.25 1.25 1.25 1.25 1.25 1:25 1.25 1.25 1.25 1:25 125 FALSE FALSE FALSE FALSE-- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE -FALSE-- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE -FALSE FALlfE: FALSE FALSE FALSE --FALSE FALSE FAiSE- FALSE FALSE FALSE FALSE- FALSE --FALSE FALSE -FALSE -FALSE FALSE FALSE FALSE FALSE- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE -FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FAlSE FALSE FALsE FALSE FALSE FALSE FALSE FALSE FALS-E peakFiowPassFaiiMitigated.TXT ,_"7 (flo'> ~fll o\o ,,<::> FALSE Pass-Qpost BeloW Flow Control Threshold FALSE ·Pass-Opost Below Flow Control Threshold -FALSE , Pass-Qpost Below Flow Control Threshold -FALSE 1 Pass-Qpost BelOw Flow Control Threshold FALSE i Pass-Qpost Below Flow Control Threshold , F.ALS_E_---= _ ~a-ss-_ Q ____ -post B. -e. low Flow Contro.ITh.re. s.h.old. __ :__--~--FA_L~--_Pass-Qpost_Elelow Flow Control Thre~old __ _ FALSE Pass-Qpost Below Flow Control Threshold · FALSE _____ Pass-Qpost Below Flow Control ThreshOld --------FALSE iPass-Qpost Below Flow Control Threshold I i FALSE Pass-Qpost Below Flow Control Threshold FALSE --·Pass-Qpost Below Flow ControTThreshold FALSE - --~~it Below Flow COnlrOf Threshold FALSE i Pass-Qpost Below Flow-Control Threshold FALSE--1 Pass-Qpost Below Flow Control Threshold FALSE Pass-Qpost Below Flow Control Threshold FALSE --Pass-Qpost Below Flow Control Threshold -- FALSE Pass-Qpost Below Flow Control Threshold FALSE-Pass: Qpost Below Flow Co-ntrol Threshold FALSE 'Pass-QPo5tBeTow FlowcontrC>iThreshold FALSE ·Pass-Qpost Below Flow Control Threshold FALSE Pass-Qpost Below Flow Control Threshold ----FALSE ·Pass-Qpost Below Flow Control Threshold FALSE i Pass-Qpost Below Flow Control Threshold FALSE Pass-Qpost Below Flow Control Threshold FALSE-- -Pass-Qpost Below Flow ContrOl Threshold --- FALSE Pass-Qpost Below Flow Control Threshold FALSE-j Pass: Qpest Below El_ow Control Threshold _____ FALSE , Pass-Qpost Below Flo~.vControl Threshold FALSE Pass-Qpost Below Flow Control Threshold -FALSE-·Pass-Qpost Below Flow Control Threshold FALSE --;Pass-Qpest Below Flow Control Threshold _F~LSE 1 Pass-Qpost B~ow Flow Control Thresho_l_d _ FALSE Pass-Qpost Below Flow Control Threshold EALSE I Pass~ Qpost Below Fl()_w Contr<>l_ Threshold FALSE j>ass-Qpost Below Flow Control ThrE!!lhold FALSE , Pass-Qpost Below Flow Control Threshold I ---+- FALSE :Pass-Qpost Below Flow Control Threshold FALSE -Pass-Qpost Below Flow Control Threshold FALSE ·Pass-Qpost Below Flow ContrOl Threshold FALSE ·Pass-Qpost Below FlowCOntrofThrestiold FALSE -i Pass-Oosi Below Flow Control Threshold 11/12 Excel Engineering peakFiowPassFaiiMitigated.TXT &0 f.._ 'I, <~ 0 ,.o •0 &0 o'i (j.~ 0~ fl, .. o'~ o'i o\o "'~ "'<J <:)0 /.-"'.., '"' ~· ~ ' c,<> <(o<> <t><:o o<> ~,0 o'io o'l "'.., ~'b' . <( o<> --1-----------5! -----'----------------454- I 0.10 -0.00 1.25 FALSE FALSE FALSE Pass_~ Qpost Below Flow Control Threshold __ 455 0.10 0.00 ----------us--FALSE FALSE --FA~__J',ass-Qpost Below Flow Control Threshold 456 I 0.10 0.00 ----~ FALSE FALSE FALSE i Pass-Qpost Below Flow Control Threshold ... ----~~~~~~~~----------------------------------------------------------------------------------------------------~~77----~· 11/3/2015 9:28AM 12/12 Excel Engineering SWMM.out file name: 0:\14\141 OO\GPIP\GP1 \SWMM\OutFall A\ 141 00-PRE-A.out S\f\IMf>!.out time stallle: 10/19/2015 4:25:05 PM 010:11.971 -----------------------05: 11.121 02: 7.866 l.p-=ecc;ak''F"'Io=w::cs"'t=-at""is=tics Table ValUes _J=-~mt~l 6 1980/03/02 19:00:00 i End Date Duration 1995/01/05 03:00:00 46 2003762/28 00:00:00 l - -80 1958/0276417:00:00 - - -39 i9s9io2t2s 21 :oo:oo 184 200S/02/1SlO:OO:OO 42 1980/03/03 17:00:00 23 7 1980/02/13 11 :00:00 I 1980/02/21 07:00:00 189 s 197B/01/03 17:oo:oo ! --9 1978/02/27 05:00:00 ! 10 1993/01/1213:00:00 --j- 11 1958/03/30 23:00:00 ---t 12 2000/10/29 20:00:00 . 13----1952/11/1414:00:00 --l 14 2004/HJ/27 OU)o:oo -15 1952/01/16 06:00:00 ---_16 ___ -1982/03/17 03:00:00 17 1979/01/14 18:00:00 18 1998/02/03 02:00:00 19 1983/02/26 06:00:00 ----20 ---1970/12/1621:00:00 21 1978/02/0510:00:00 -22 1965/11/21 05:00:00 1978to1to6 1a:oo:oo 74 -. 1978/03/05 o3:oo:oo 143 -----I -1993/01/18 20:00:00 152 j' 1958/04/041o:oo:oo ios j 2000/10/31 00:00:00 29 1952/11/16 12:00:00 47 I -2004/10/28 1 f:oo:oo -35 j 19s2to1t1s11:oo:oo 54 --~- 19s270371s23:ao:oo 45 1979/01/16 03:00:00 1 3 46 4 25 1 . 1998/02/04 19:00:00 1983/03/05 02:00:00 i97ot12t19 2:3:oo:oo 75 1978702714oo:oo-:oo 201 1965/11/23 07:00:00 !>1' 23 1983/01/28 23:00:00 1983/01/29 13:00:00 15 -24 2oo4i1 0111 o5:oo:ao 2604110/20 2i :0-0:00 89 25 1998/02122 o2:oo:oo -199S/OV2500:00:00 -71 26 1998to2!14 02:00:00 1998)()2/20 17:60:00 -160---·v is9Ti1212915:oo:oo 1991t12i3o o4:0o:oo -14 28 2008/01/26 21:00:00 2008/01/27 23:00:00 27 29 1980/01/27 22:00:00 1980/01/30 17:00:00 68 3o 2oostoiios o1 :oo:oo ----2008/01/07 07:00:00 -55 31 -is7siait1s 1s:oo:oo --1978/01/17 03:00:00 13 32 i995to3in oFoo:oo-----1995/0371201 :00:00 25 33 i 9s3to9i29 wcaa:oa --1983/10/0112:00:00 52 34 1992/02/12 11:00:00 1992/02/13 07:00:00 21 -----35-iss17o2127 18:oo:oo 199ito3t6111:oo:oo 42 36 1993702/07 18:00:00 1993/02/09 OS:OO:OO 39- 37 1985/i 1/11 04:00:00 1SSS/11/i'20S:OO:OO--30- 38 1961/12/01 18:00:00 1961112103 o4:oo:oo --35------ 11/3/2015 9:28AM peakFiowStatisticsPre.txt Peak Frequency ·Return Period 17.838 0.09% 58 14.45-0.17% 29 1T372 I 0.26% 19.3 ---,~,--0.34% ----14.5 ,-2.272 ---,---0.43% 11.6-- 11.915 I 0.51% 9.7 11.837 j 0.60% 8.3 1 1.805 0.69% 7.3 11:771 J --0.77% ---~---11.682--0.86% '5.8 11.355 0.94% '5.3-- 1 0.965 1.03% 4.8 10.725 ---1.11% ---_4.5 ---- -10.687 1.20% 4.1 10.609-1.29% 3.9 10.489 - - -1.37% '3~6 9. 725 1.46% 3.4 9.62 1.54% 3.2 9.611 1.63% -3:1-- -9.569--1.71% '2.9 9.414 - -1.80% ----2.8 9.387 1.89% 2.6 8.997 1.97% 2.5 8.936 2.06% . 2.4 - 8.724 2.14% -~2-:3 8.049 2.23% 1 ~-2 - - 7.989 2.31% 12.1 !§ l~-t~~-= 7.5 2.74% -1.8--------- 7.348 2.83% 1':8 7.345 2.91% 1.7 1.221 3.00% T7 -- 6.916 6.69 6.455 3.08% 3.17% 3.26% 1.6 -!:r:s--_1:5 _____ --- 1/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration ! Peak ! Frequency Return Period __ 4 3 0 9 _ _ _ 2 1 0 9 0 7 4 7 1 1o 121 sl 3 1s 1 1 1 3 5 __ : 0 o 0 o __ : 0 o 0 o 1977/0B/18 o1:oo:oo 35 ______ s.o_o3 _ -~ 3_34% 1.5 2005/01/01 11:00:00 23 5.999 3.43% 1.5 -----.rr-----1986/02/14 22:00:00 1986/02/1510:00:00 -13 ---~ 5.926 3.51% 1.4 ---42____ -2003/02/11 02:00:00 2003/02/1417:00:00 88 5.759 3.60% 1.4. ·---- 43 2002/11/08 02:00:00 2002/11/09 19:00:00 --42 --~ 3.68% -----,~-- 44 1979/01/05 07:00:00 1979/01/0615:00:00 33 5.703 3.77% 11.3 --45 1994/02103 1B~,:~oo'-':_o~o<--t---1;-;9;;:9-;;4/"'021;;-,oo~5 o2:o6:6o 33 5.654 3.86% 11.3 -46 1958/02/1906:00:00 1958/02/1917:00:00 12 5.297 -43._9043~00--~+111'"'·_32~---_-_-__ --------__Q_---l-----2005/01/07 05:00:00 -2005/01/12 04:00:00 ----120 -----5.291 --" ----- 48 ' 1986/03/1521:00:00 1986/03/1703:00:00 ----31" --5.257 4.11% _11.2 __ _ --49 i 1968/03/07 20:00:00 1968/03iOB14:00:00 19 5.127 , 4:2oo/.;--1.2 50 t 1993/02/1810:00:00 1993/02/2014:00:00 . ~}--~~6~~---J 4.28% )1.2 _____________ _ 51 ' 1963/09/1703:00:00 1963/09/1822:00:00 4.37% p.1 --- ---5532 1 __ 1 1 9 9 8 s 0 s 1 1 0 121 110 2 9 4 0 19 1 __ : 0 o 0 o __ : 0 o 0 o ____ . _ 1988/12125 oo:oo:oo __ ---!_-____ -~ s.o7_ 4.4s% -+1:~ ____ _ _ 1~s_o!o1!1213:oo:oo _ _J__ !3_5 I ___ 5.o5s 4.54% ,u 54 2005/02/21 02:00:00 2005/02/23 08:00:00 I 55 ' 5.053 4.63% --~-- 55 1965/12/0905:00:00 1965/12/1011:00:00 -1 31 I 5.051 4.71% 1.1 56 1 20oB/02120 os·oo·oo 2008/02122 14:oo:oo 55 ----y_ __ 5.047 --4.BO% -::---1 ~--- 57 ' 1991/03/25 02:oo:oo 1991/03/27 06·oo·oo 53 ' 5 034 4 88°/. j1 58 _ l 1960/04/27 o3:oo:o() __ 1960/04/2712:oo:oo _ ~ ____ 10 - ' --1:93 = -=---= 4:97;. -· ~1' ----~-+-1971/121_2~ 06:00:00 --1971/12/25 23:00-:00-42 4 818 5 06"!. 1 ~~ . i' -_-~~~~;~~~~ ~~:~~:~~ . ~~~~;~~;~~ ~~:~~:~~ ~ -~---::~~~ -··. --;~~ --~ --- 62 2003/03/15 02:00:00 j 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% i6.9 ------------ -64 ---I 1954/0211314:oo:oo 1954/02/141s:oo:oo --! ------27______ 4.649 ---5.48% io.9 --------- 65 --1962I01/2o 11:oo:oo 1962/01/22 22:oo:oo --L 66 ----·-----.r.-s----5.57% -lft-9---- ss j 1982/12/22 08:00:00 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 __ ! ---<1:526--=------=-5.7<\_% -0.9 ------- ~ : 1972/01/16 18:00:00 1972/01/17 09:00:00 16 : -4:41!! --5.83% 0.9 69 1 1960/01/10 09:00:00 1960/01/12 09:00:00--:_-+---~ ___ =-J __ -4.33~ __ _::___ S:9io/o ___ --_-__ cQ;;-'-.8;:;-__ ------~--------=--~--1963/03/1621:00:00 1963/03/1723:00:00 ·jt ____ .%!__ ___ : 4.1£__-6.00%_ Q,!l__ ____________ __ 71 1999/01/25 04:00:00 1999/01/27 06:00:00 51 4.069 6.08% 0.8 1---~72~--1977/12/28 01:00:00 1977/12/30 03:00:00 51 ' 3.998 6.17% 0.8 73 2005/01/03 05:00:00. 2005/01/05 11:00:00 r-::-:--~--, . 3.906-----::::------6.26% ---r.:()c-;.8;------_-_---:_ __ _ 74 2006/10/13 23:00:00-2006/10/14 02:00:00 4 3.901 6.34% 0.8 75 1969/02!65 os:oo:oo -T969702/0s 2o:oo:oo -----39-3.805 6:430;.; ----*o.c:o8----- --- ----- -------- 76 1979/11/0718:00:00 1979/11/08 05:00:00 12 3.791 6.51% --Q.8 ------- ___ 7 7 8 7___ 1 1 9 9 8 8_3 1 1 10 1 3 21 1 2 19 4 o 19 s._: 0 o 0 o __ : 0 o 0 o 1 1983/12/27 o9:oo:oo Z<\ --r----rn. _ -t' 6.60% OJ! -1981/03/20 04:00:00 10 3.764 6.68% 0.7 79 1978/09/0516"00"00 ' 1978/09/0613:00:00 ... -22·--j---3.751 +-6_.77"!._o 0:7 Sll-r--1966112ill3o1:oo:oo __ _:_ i96S/1270700:00:ll!J----96 --3.702 I 6.86% ---tr--- r----o8co1---I · --2003/0'!f11_1l:()():()Q_ ___ '-2003/04/1518:oo:oo ----5ll--3.6T1_____ s.94% __ .g..,''-'7~_-_----------- 82 1 2001/01/26 11 :oo:oo 2601T01/27 22:oo:oo --36 -3.541-7-:-63%-;o.7 83 L 1975104!o5 2o:oo:oo 1975104/091o:oo:oo 87 3.512 7.11% '0.7 1----';84'0... ' 1954/01/18 09:00:00 1"-1954/01/20 07:00:00 _47___ 3.456 ____ "7.20"7. 0.7 85 1987/10/1110:00:00 . 1987/10/12 21:00:00 36 3.354 7.28% 0.7 ---- ----- --~~~~~~~~~------------------------------------------------------------------------------------------------~~----· 11/3/2015 9:28AM 2/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date : End Date Duration Peak I Frequency 1 Return Period 86 1968/12/24 17:00:00 -t 1968/12/26 12:00:00 44 3.322 I 7 37% 10.7 87 1954/03/16 20:00:00 1954/03/17 21:00:00 26 _3.293 --~---746% -~====-----==--~ 88 1997/01/1213:00:00 1~ ""rom.• """' 38 3.284 -" - 7 54'Yo 10.7 89---1993/06/05 12:00:00 1993/06/05 17:00:00 6 :3,275_ • -7.63% 1;--------90 1959/02/11 06:00:00 - -1959/02/12 07:00:00 26 3.236 7 71% 0.6 91 1959/12/24 06:00:00 1959/12/25 05:00:00 24 3.228 7 80% 0 6 ·-w-1952/12/02 00:00:00 . --1952/12To2 a2:00:oo 3---32-788% o.6 9"3 1957761113 6"2:00:00-~--1957!ll1713 14:00:00 13 ----~--.. -3.182 7.97% 0.6 94 1952703/1518:00:00-. --1952/03/1619:00:00 26 3.146 8.05% --j0.6 -.-- 95 1!l6?!61122 12:oo:oo·--T -1967/01/23 04:00:00-17 3.162 8.14% 0.6 96 1967/11/19 07:00:00 1967/11/20 04:00:00 22 3.049 -8.23% 0.6 97 2004/12/28 06:00:00 I 2004/12/30 11 :00:00 54 3.049 8.31% 0.6 98 -----1986/1111716:ao:aa 1986111118 o8:oo:oo ,-7 3.046 8.40% '6.6 99 --1988/01/17 03:00:00 1988/01/17 22:00:00 2il -3.041 ------· 8.48% -~0-.-6------TOO--1991/03/19 00:00:00 1991/03719 05:00:00 "6 3.031 ------8.57% ·rg{ 101" 1983/01/27 07:00:00 1983/0i /27 14:00:00 8--.. "3.028 ---------8.65% 102 1958/01/24 23:00:00 1958/01/27 11 :00:00 61 3.027 8.74% jg.& ---·103----1992/02/15 12:oo:oo I 1992762'!1 6 12:00:00 "25 3.021-8.83% i0.6 1M 1983/11/2419:00:00 1983/11/25 02:00:00 a 3.o19 "" . ~ 105 -1988711/25 o6:oo:oa 1!l88/i 1/25 1Eoo:oo 6 3.019 9.00% 0.6 --- Tos 1992/03/20 17:00:00 1992/03/23 15:00:00 71 3:018-9.08% 0.5 107 -1967/12/1814:00~00 1967/12126 o9:ilo:!Jo 44 3.017 . 9 17% 0.5 - 108 1987/12/04 20:00:00 1987/12/05 02:00:00 7 ... 3.017 .. 925% *~ 109 2oo4/02/21 Ti:oo:oo 2oo47!l2723 o8:oo:oo 40 3.011 --934% ,05 110 1991/01/os 12:oo:oo-t 1991/o1/o916:oo:oo 5 3.01 9.43% fO& 111 199oio2/17 o8:00:oo -199o/o271s 23:oo:oo -4o 3.oo9 9.51% ,().5 112 1993/TI73o 03:oo:oo -- I 1993/11/3013:00:00 11 3.006 9.600fo 10.5 113 1981/11/26 20:00:00 1981/11/29 02:00:00 55 3.005 9.68% lo.5 iT4-1954/11/10 21 :oo:oo 1~ -·1954/11 112 oa:oo:oo 36 --3.002 ----------0.5 -9.77% 115 1973111/2219:00:00 T973111723 os'oaJJo 12 3.002 ii:-sso/o 0.5 ---TIS--1978/03/30 10:00:00 1978/04/01 01:00:00 4o --2.993 -----0.5 9.94% 117 1979/03/17 o2:oo:oo 1979763117 09:00:00 8 2.992 -----10.03% 0.5 118 2oo71!.l412o 13:oo:oo 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 f2o 1957/os/10 o5:o6'06 1957!1)5/i 1 i1 :oo:oo 31 2.977 10.28% 1o:s 1'21 2oo4/o2/25 2:l:oo:oo-2oo4!o212i iEoo:oo 36 2.91 1o.37o/~ 0.5 122 1958/03/15 13:00:00 1958/03/1613:00:00 25 2.88 10.4S0/o 0.5 123 1952/11/30 00:00:00 1952/11/30 07:00:00 8 2.852 10.54% ·o.s 124 1967/11/3014:00:00 1967/11/3017:00:00 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°/~ '6.5 -126--1968/04/01 19:66:66 1968/04762 10:00:00 16 2.751 ------------o:s------10.80% .... 127 1 1995!01/10 13:56:oo 1995/01/12 21 :00:00 57 -2.729 -------·10.88%-_:_ j~:; _:_-~-----------... 128-----1994/03/24 20:00:00 --1994/03125 2Foo:oo 26 2.722 10.97% 129 2oom113o o6:oo:oo 2007/12/01 02:00:00 21 2.722 11.05% 0.4 130 1998/11/08 06:00:00 1998/11/0815:00:00 10 2.712 11.14% 0.4 ----131 2001/01/10 18:00:00 2001/01/12 12:00:00 43 2.634 11.23% t----- .. + j0.4 -132--1967/03/12 14:00:00 1967/03/14 12:00:00 47 2.616 11.31% 0.4 11/3/2015 9:28AM 3/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 133 1960/0210118:00:00 1960/0210202:00:00 9 -~·--_ _22L_ __ •. _f-__ 11.4Qo/o_ 0.4 134 1963/11/2001:00:00 1963/11/2107:00:00 ---31___ 2.549 11.48% 0.4 ---------- 135 1971/04/1409:00:00 -1971/04/1414:00:00---6----2.543 -11.57% 0.4 ---- r-136 1967/04/1106:00:00 1967/04/1118:00:00 -----:r3 --~-. 11.65% 0.4 ------------ 137---~-1972111/1412:00:00 1972/11/1417:00:00 ------6--~--2.473 ----11.74% 0.4 ----------- 138 1970/02128 08:00:00 1970/03/02 07:00:00 _i!l_ __ -J-_ -2.4"7_2 __ f----_1_1_.§~% ~----. ------ 139 1996/11/2115:00:00 1996/11/2208:00:00 ____1!!_ __ -j-2.431 11.91% 0.4 -~_l_ 1960/02/2816:00:00 1960/03/01 09:00:00 42 2.426 12.00% 0.4 ------ 141 I . 1993/01/30 23:00:00 1993/01/31 01:00:00 ------i! 2.426 12.08% OA ---------- 142 I 1995/01/23 o1:oo:oo 1995/01/261o:oa:oa ------82 _ ---~ 2.42Q 12.17% a:4 ---------- 143 2004/04/01 21:00:00 2004/04/01 23:00:00 1-----3 i 2.426 12.25% 0.4---------- 144 2003/12124 22:00:00 2003/12125 20:00:00 23 ! 2.405 12.34% 0.4 -145 ' ·2oo6t12I092o:oo:oo J_-2oo6t12111o2:oo:oo--------31 ~-; _-2.4o..§ 12.43% o:4 -------_:_~-l 1995/03/03 06:00:00 -1995/03/Q~Q§:OO:OO ____:::_ ~-:---73 2_.4Q_L ___ __1_g.~1"/~ -+O:o-A-o--___ _ 147 ' 2006/03/1015:00:00. I 2006/03/1117:00:00 2.7--,-2.386 12.60% ---M-- 1----148-t 1964/01/21 04:00:00 ~---1964/01/2318:00:00 .. -----ss --~-12.68% 0.4 f----~ , 1964/11/1707:00:00 +--1964/11/1720:00:00 I 14 2.318 ___ 12.77% __ ~-- -150 r 1978/03/09 16:00:00 i--1978/03/09 18:00:00 ___ --3 ___:_:::: 2.275 12.85% _ &-1 ---~;~ + ~::~~~~~g:~gg~gg ; . ~::~~~~~~~~gg~g~ tt-----1~ =----~:~;; --~-%:: -;~ --. ~~:;;~:;~~ ~;:~~:~~ -~~:~;~:;~! ~~:~g:~~ --~=~--~~ ------H~~----iH!#. i-~~:~:-----~-i --1988/08/2_i0_1:0_Q_:(l(J___I-_~8/08/2416:00:00 . l 13 2.275 13.28% ---~---- 156 -+--1988/11/1406:00:00 1988/11/1409:00:00 __ 4___ g::17..§. __ --13.37% 0.4 . --i57--+-_ 1991/o3t2oo7:oo:og_ ____ - -1991/03!.£11-a:OO:OO-~: 2s____ 2.275 ____ 13.4§"/o_ ~-- 158 j 198211210721:00:00 1982112/0801;00:00 1 S---2.271 13.54% _ ~- --1-59--: 1985/1211102:00:00---1985/12/1110:00:00 ' 9 ~---13.62% ,0.4 160 ~ 1987/1211611:oo:oo 1987/12/171o:oo:oo 24 2.271 13.71% io.4 ---T61 _ 1 1985111/29 o5:oo:oo 1985/11/29 14:0o:oo - ---10 -2 262 ~--o:;r--~ 1966/02106 09:60:~--~02/08 06:00:00 46 --_-I . 2:261 .. ~T_[__ 13.88% 0.4 l-------c1~6'0-3 : 1988/1212022:00:00 1988/12/2107:00:00 --------w -j-, --2.258 - _ _----13.97% 0.4 164 +-= 1977/01/02 21:00:00 1977701/03 05:00:00 -9-I 2 257 14.05% 0.4 ,-65___ 1981/01/2805:00:00 1981/01/2815:00:00 11 ----:-----2:257 -~-14.14%-0.4 ----- 166 1 1981/01/2916:00:00 1981/01/30 12;00;00 21 I 2.257 1 14.22% '0.3 1----1~6~7-1982101/01 05:00:00 1982101/02 10:00:00 30 ----r------2.257 14.31% '(jj ----.,-sa 1982101/20 02;00:00 1982/01/21 13:00:00. --t=-·JG ----2.257 I 14.40% 0.3 r-------,-sg 1990/01/16 23:oo:oo 1990/01/17 o7:oo:oo - -9 2.257 ---c-----14.480;;;--",o;-c;.3:c-__ ----- 170. . 1997/01/1514:00:00 1997/01/15 20:00:00 . ------7 2.257 -1-14.57% !0.3 171 1980/03/0522:00:00 1980/03/0613:00:00 -+-_ _1§____ 2.256__ 14.65% ~-- -~~--1978/01/0914:00:00. 1978/01/11 00:00:00 35 2.252 _(___ 14.74% '0.3 ~ 17~ _, 1965/1212906:oo:oo-1965/1212921:oo:oo ,----~------__ 2:251 _-:::L_1_'!,82% ____ ~:o~.3'---- 174 1985/11i2414:00:00 -1985/11/2516:00:00. 27 ----2.249 _ _: __ 14.91% 0.3 175 ' 1957/02128 16:00:00 1957/03/01 13:00:00 22 2.244 15.00% '6.3 ~---176 j 1972111/16 o7:oo:oo--,---1972111/u 14:oo:oo --32---2:243----15JJa% --TOT-- 177 __ 1990/04/0407:00:QO j_ 1990/04/0413:00:00 =-+ _7__ _ 2.237 ______ 15.17% __ _;<u_ ___ _ l---~17~8c----i 1983/03/2402:00:00 _,_ __ 1983/03/2509:()0:00 -----3_£_ g.235 --~--1[25% ~10~.3._ ___ _ 179 1984/10117 05:oo:oo · 1984/10/17 08:0o:oo 4 2.235 : 15.34% -:o.3 ------ ---- --- ----- ---- -- ------ 11/3/2015 9:28AM 4/26 Excel Engineering Rank Start Date End Date 180 1956/04/1216:00:00 1956/04/13 18:00:00 181 1979to3t182f:Oo:oo -1979/63/21 o7:oo:oo 182-------T976to7to8 09:oo:oo 1976/07tos15:oo:60 183 ·t---1986/09/23 23:00:00 --1986/09/25 06:00:00 184 [ 1988to4t14.17:o<)Jjo.----t~-·-.1.988to-.4t15o1:o.o:Oo 185 1988/04/19 23:00:00 1988/04/21 08:00:00 186 . '---1976/0l/22 10:00:00 ------1976/07/2214:00:00 187 l974712704 02:00:00--'--1974112/0414:00:00 -188 2002/12/20 02:00:00 . ---2002112/21 23:00:00 -189--1965/11/14 06:00:00 . 1965/11718 17:00:00-f9o --2oo1Jo2125 o2:oo:oo 2oo1to2t28 2i:oo:oo __ _ 191 j 1965/03/31 11 :00:00 1965/04/01 20:00:00 ::ii~ --~~ -.. -~ ~---f --~.:~~;&;;~~ ~;. :~~:~~ 194 1957/03/16 08:00:00 1957/03/1614:00:00 195-- -1965to4to3 o3:oo:oo -1965/04/05-11 :oo:oo-- 196 1958/09/23 21:00:00 ' 1958/09/24 06:00:00 197 1953/03/oi ot:ml:oo --1953Jo3Ji52 o1:oo:Do -198 196370472602:oo:oo 1963/04/26 o9:oo:oo- __ 199 _ ·!·· 1973J02t1511:oo:oo 1973/02i1515:oo:oo -_ 200 1993/03/25 23:00:00 1 . 1993/03/26 13:00:00 201 ----1994/03/19 02:00:00 ·._. 1994103/20 oi:oo:oi5 202 1956/01/25 12:00:00 1956/01/27 09:00:00 -----203 I 1955/01/1003:00:00 -1955/01/1101:00:00 -204 1992112107 07:6o:oo ---1992112/os 03:oo:oo - -2o5 -1998/01/29 -o2:5o:oo -1998Joi/3117:oo:o6 206-----1976/03/01 13:00:00 1976/03/01 20:00:00 - 207 I 1960/01/25 19:00:00 . 1960/01/2.§. 06:00:00 2os. ----~-.-.19607TI70519oo:oo -. j·.· 1960711/0612:oo.:oo -· 209 2004/02/02 22:00:00 2004/02/04 00:00:00 210 --1994/03706 04:00:00 - - -1994)03/07 09oOO:OO 211 1995/04/18 09:00:-00 --1995/04/18 18:00:00 212 2001/04/0702:60:00 . --2001/04/08 01:00:00 213 2007/08/26 10:00:00 2007/08/26 12:00:00 214 , 1955/01/18 14:oo:oo 1955/01/20 o6:oo:oo ~:~ ---.~. -=-~:~~;b~;~~ ~~:g~:~~. -=r~ ---. ::~~;b2.1w.5 ... ~!:~~:~~. --217 1969/11/o617:oo:Oo ----1969/11/0l11:oo:Oo 218 1971/02/16 17:00:00 1971/02/17 12:00:00 -219--1965/04/07 03:oo:oo -1965/04T1o 1 f:oo:oo 220 1 1966/11/0712:00:00 . 1966/11/08 07:00:00 221 j_ __ 1951/12/28 1_8:00:00 -+ . 195tT12i30 15:00:00 222 L __ 1970i12f21 o3:oo:oo ___ _:_ 1!170112122 o5:oo:oo 223 i 1976/02/03 17:00:00 1976/02/10 18:00:00 224 2002/12/16 02:00:00 2002/12/17 18:00:00 225 1959/t2/09 20:00:00. _j-::_::19_59/12/10 07;00:00 226 1959/01/06 00:00:00 1959/01/06 09:00:00 11/3/2015 9:28AM Duration 27 59 7 32 9 34 5 13 46 -108 92- 34 18 46 T 57 10 -25 8 5 15 30 46 23 21 64 8 12 -is 27 30 io 24 3 4i 1s 19 19 20 81 -2o 46 2i 170 41 12 10 peakFiowStatisticsPre.txt Peak Frequency Return Period 2.234 15.42% -~- 2.234 15.51% 0.3 2.232 15.60% 0.3--- 2:225 15.68% -()~:3----- -2.225 ·· 15.77% o.3 2.225 15.85% 10.3 2.221 ---· -15.94% 0 3 _-22\9:-.. - -:~:~~~ -~:; -:.===-- 2.1'74, .. _ _j__16.20Jo _..Q-3_ __ _ 2.172 l 16.28% 0.3 2,167 . _1.6.3.7% .. · ·1·--. ·-2.167 16.45% 0.3 2.157 16.54%--0.3 . ----- -2.156 ___ I.-16.62% ----0.3 . -- 2.151 ~ -16.71°/~ 0.3 - 2.146 16.80% 'o.3 2.12j 16.88% -·a.3 fj~ l l!~=-~~-- 2.w4 17.40% o.3 --·· -- -2:'104 17.48% ·-'o.3 --2.103 17.57% ·o.3 'T ,.,,_ ill ~.095. 17.74% 0.:>, __ 2.092 17.82% 0.3 2.089 · 17.91%--o.3 2.081 -----17.99% 0.3 -2:o74 18.08% 'o.3 - 2.073 18.17% :o.3 2.065 18.25% it'0.3 -2.043 -18.34%--0.3 --- 2.02:3-18.42%---0.3 2.023 ---1851°/c 03------- 2.019 -1s:59o}. o~----- 2.019 18.68% 0.3 -2.oo2 · 1s.77% --·o:3 1~~~ n _ ___;_ • n ~t.~~~: n -~-itt--~ 1:951 -1-19.02% _ __Qd_ __ 1.951 19.11% 0.3 1.951 19.19% ;<u_ ____ _ 1.95 19.28% j01_ _____ - 1.947 19.37% '0.3 5/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 227 I -. t966/01/30 06:00:_00__ 1966/01/31 02:00:00 =F' ---_8261 1.946 . t' --19.45% -~=·3 -----~ [_ ~2/06 04:00:00 1998702709 17:00:00 --1.943 - -19.54% ~ --;;~ ' t962/Q3/t8t6:00_:(l(l___ _ 1962103/go 06:0o:oo . --·-~~ ____ -~= t.92s_ -=L~ 19.62% o-.3--~- ------c-'9~5~2112130 19:00:00 1952/12/3111:00:00 1.896 ' 19.71% _____JU_ ~ 1957/01/26 03:0~ 1957/01/29 23:00:00 93 1.892 --; -19.79% '0.3 - - 232 1969/0t/24 04:0o:oo 1969/0t/26 2t:oo:oo , _____§§__ ~. j= t9.8.!l'lo_. 1 'oo .. 33 .. _ -.-. ____ -. ~-'i9977i27Q602:00:(jQ 1997/12/0721:00:00 44 _1_&7_§_ -_1~.97% ~ ------------;~~ -:~~~: :;;~ ~~~~~:~~ :~;~::7~; ~~:~~:~~ I ~f-----':,_.:8_~;~69; -. . --.-.2~2~~·:_o;,2~,:.~x::_ -·-~~~::2222 ----__ -_-_------. --_. ---236_---=-=--+-----_1952103/07 _Qs:oo:oo _ -t952/0:lio8to:oo:ooJ-30 " 237 ' 1958/04/0617:00:00 -~/04/0716:00~--24 238 1993/01/06 00:00:00 1993/01/09 06:00:00 79 1.819 ' 20.39% 0.2 ~ -199470271706:00:0o-f994t02t19 o2:oo:oo ·· ------45 -----,-:a,-3 ----2o.48% -o:2____ --------- ~-' 1967/11/2111:00:00 1967/11/2204:00:00 -·---18 ~_1.803 ----+-------~0.57% --:-~0:2-------=-=-=--~ __:___gQQ_1/12/09 02:00:00 2001/12/10 02:00:00 ---r---25--1.8 1, 20.65% .0.2 242 1 1996t1ot3o 12:oo:oo --1996i16t3o t8:oo:oo __ _,__ 7-1.795 --r-20.74%--~- 243 + 1963/02I091s·oo:oo 1963/02/tt o9:oo·oo 43 t.79 j 20.82% 1[.2 ?4L_ -1969/03/2111 00:00 -~9£03/21 22:00:00 ~ 1:786 -20 91% 0.2- __ .?§---+--2000/03/0410 00:00 2000/03/08 20:00 00 107 1.778 -~9% -0.2 --- 246 1954/03/30 00.00:00 H1954/03/30 08:00.00 l 9 1.777--~8% -0.2 247 i95970472600.00:00 1959/04/26-0B:OO.OO ---9 -1.777 -21.17% -0.2. __ _ -248 1993/03/2801'00:00 1993/03/2804:00'00---4-1.773 --21.25% -Q.2- 249 2006/03/28 05:00:00 2006/03/29 09:00 00 29 1.773 21.34% 0.2 --]so--------;--t995/04/16os:oo:oo __ --:::-199S/04/t7os:oooo __ -__ 2s 1.769 , __ 21.42%~2 --==- 251 1--1960/09/11 02:00:~-1960/09/1109:00:00 ___ 8 __ _1_,ZI)8 -~ 21.51% ][0.2 __ 252 1974/03/27 07:00.00 1974/03/27 09:00:00 --+ 3 1.744 21.59% 0.2 ~-,-~71211115:00:00 -1951/1211212:00:06 -- --~---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 ~ -198770212313:00:oo _ ~~02/26 oo:oo:oo -~-so---1.~ -21 85% 0.2 --- -~-1965/02/0522:00:00 1965/02/0623:00:00 --~ 1.714-. ~94% ---0.2 --- ,.,._ 2~ -,973to2/1t04:00:0o -1973to2tt3os:oo:oo-·-==so 1.714 -------z2.o2o;. _ ]:2. __ 25_8__ 1969/04/05 20:00:00 1969/04/05 23:00:00 :=I 4 ------,-:693 22.11% 0.2 -2~~-1973/02/2801:oo:oo --1973/02/2S0s:oo·oo --a 1.668 --~.19%--0.2 _g§Q___ 1---1973/03/0508:00:00 1973/03/0701:00.0<1_ _1?_ ~ ~--22.2.!!'!.__~0.2 ---?61 ----+--------J~0/11/28 18:00:00 _ 1970/12/01 OO:OO·OO 55 1.658 22 37% 0 2 _____gg 1 1958/02125 os:oo:()Q___j__ 1958/02/251o:oo·oo ---s ----------,-:ss1 --22.45% -0.2--- 263 . 2001/11/2402:00:00 2001/11/2502:00:00--25-L-1.6~-22.54% 0.2 -~ 1960/11/1222:00:00 -1960711/T300:00:00____ 3 --f.634 - -2262% ~------ 265 1959/02/21 o9·oo:oo j 1959/02/22 01 :oo·oo :~ ___1Z_ t.592 22 71% o.2 2661 t962/02/191o.oo:oo 1962102121 09:0o.oo 48 - -1.592 --~ 22.79o/. _ 1o.2 ------ -=--267 -~'-~2/01/13 01'00:00 -1952/01/13 15:00 00 _1_5_ 1 588 22.88% 0.2 ~ 1957/12/0501:00:QQ__~ 1957/12/0521:00.00--2-1--1.588____ 22.96% 0.2 -269 1952/02/29to:oo:oo 1952703701 t3:oo:oo --28 --1.565 23.05%-f:o~2 -- 2~--1959/02/1602:00:00 1959/02/1704:00:00 I -27 -. -1.563 2314%-0.2 ---- 271 1974/03/07 09:00:00 1974/03/0814:00:00 30 I 1.552 23 22% 0.2 '272. 1998/05/12 02:00:00 1998/05/1318:00:00 ----41 ---1.536 -23.31% ~-- -273 1951to8t28o6:oo:oo --1951to8t3oo6:oo:oo -~.---49 ____ ---E34 -23.39% ~ 11/3/2015 9:28AM 6/26 Excel Engineering Rank 274 . 275·- -276 277 --278 J·~ 279 -~ -281-. -282-- 283 Start Date , End Date t 953/02/23 09:00:00 t t 953/02/23 2t :00:00 1958/03/06 09:0.0:00 ··.~ -~ 1958/03/67 01 :oo:oo 1977/03/24 21:00:00 .1977/03/25 15:00:00 1977/05/07 21:00:00 -1977/05/09 09:00:00 1977/05/24 o4:66:oo ---· t977i65t24 o9:oo:oo 1979/02/14 03:00:00 1979/02/14 06:00:00 i981t02125 19:oo:oo '-·--1981102126 oo:oo:Oo. 1982/03/1412:00:00 -1982i03715 oo:oo:oo· t983to21o6 11 :oo:oo · -1983to2to8 o7:oo:oo ··-· 1982/01/1019:00:00 r--1982/01/11 os:Oo:oo -- 284 t983to3to6o5'oo:oo-, · f983t63t0621:oo:oo 285 1983/11/1117:00:()()__.( __ 1!1.83/11/1_3 01:00~00 -286 1983/12/09 16:00:00 1983/12/09 17:00:00 287-1984/04/27 21:00:00 ·------:r984i04127 23:00:00- 288 ----'.---o1~98;;.;4c,:/1~1/1.3 08:00:00 .·-.. 11_ 1984/11./1]0.9:00~00 . 289 1984/12/07 23:00:00 1984/12/08 02:00:00 290 1985/10/21 23:00:00 1985/10/22 00:00:00 ~ -1986/01/3118:00:00 -·--1986/0i/31 23:00:00 292 .1986703/08 15:00:00 -1986/03/09 00:00:00 293 1986/10/0!lt!l:OO:OO ~ i98M0/10 01 :oo:oo 294 -295 296 297 298 299 36o 301 1990/01/31 00:00:00. ·----1990/01/31 02:00:00 1991/10/26 23'50:00 -l~--1991/10/2712.:00:00 1 :00:00 1992/03/08 11:00:00 5:oo:oo 1992!03727os:oo:oo 2:00:00 1994/01/26 06:00:00 4:00:00 -1994/01/27 15:00:00 1992/03/08 0 . 1992)03/27 0 1994/01/24 2 1994/01/27 i 1996/02/25 0 8·:oo:no--1996/o212619:oo:o6 2006/02/17 2 1 :00:00 2006/02/19 11:00:00 ~ , 1978/12116 22:oo:oo---..-_=:=. ___ ~8712/19.t7:oo:oo j 303 • 1981/12/30 06:00:00 I 1981/12/31 04:00:00 i - .. 304 . 1SB4/1212613:oo:oo ·1· 1984tt2t272t:o6:oo--· -.. 305. -~-1961/0i/26 o.7.:oo:oo -_ .. 1961/01./26 f8:o6.:oo ... -.. 306 1992/01/05 08:00:00 1992/01/06 05:00:00 307 1992/01/0707:00:00 1992/01/0811:00:00 --3o8 t995to1to7 11 :oa:oo---t995to1/o8 11 :oo.:oo -- -3o9 1976/12/30 13:oo~ , -1976i12t3110:oo:oo -·-~ 1980/12/07to:oo:oo --1980/12/07t:l:oo:oo- -~--T i!l83/12/0314:00:00. ·--1983/12/03 21:00:00 312 1984/12/16 02:00:00 1984/12/16 04:00:00 313-1984/12/18 06:00:00 -1984/12/2004:00:00 314. 1988/12/15 08:00:00 1988/12/16 15:00:00 315 1955/02/26 1o:oo:oo-1955to2;2i21:00:0o 316 1972/01/18 2T:Oo:Jjc)-1972!o1tt9 o4:oo:oo 317 1987/01/05 09:00:00 .. 1987/01/07 06:00:00. 318 1977/01/05 13:00:00 1977/01/07 07:00:00 319 1980/01/17 18:00:00 . --1980/0i/19 02:00:00 320-·+ 1982/01/05 04:00:00 . . 1982/0170517:00:00. 11/3/2015 9:28 AM Duration 13 f7 19 37 6 4 6 H 13 45 17 33 2 3 2 4 2 6 10 7 3 14 11 2 33 2 36 39 68 -23 33 12 22 29 25 22 4- 8 3 4i 32 36 8 46 43 33 14 peakFiowStatisticsPre.txt Peak 1.516 -~6 1.516 ---,~6 I t Frequency Return Period ~;.;~;. _j~:f---~-=- 23.65% !0.2 . 23.74%-I 0.2-----· 1.516 23.82% ·o.2·---·--· 1.516 1 23.91% 0.2 :m -:t=~r:; i~ .. ~.;~~ , ~::;~;. . H . =-:... __ 1.516 24.42% !0.2 1:516... 24.51% --Jl~2 , :s~---: 24.59% ---o:2-· ····1~6 I ···· 24.68% oT---· -1.516. ~ 24.76% -10.2 -,_,'_:-5; .. 1~ 6~ -~::~~;. --#{ ___ _ 25.02% 0.2 -1.516 25.11%.. -0.2 ------. i~16 25.19% .. -0:2- i .516 25.28% 02. i 1.516 25.36% 0.2 1. · -Bt6 25.45% ·a.i---· Bi6 2 2 5 5 .. 5642°0~0 · '1o.2 === --1.516 " 0 2 Hii iHi~ -~0°_·~22 .. _ .... --···=- -1.513 25.96% 1~ 1.513 --26Jl5oJo -+o:2 -- 1.512 ~--26:14% 02 ~.;~~ . ~~.;~;. l·n--···· ·Bot -26.39% ~ ----,.:s 26.48% · ·o.2 ____ _ 1.5 26.56°/o -D.2 1.5 --26Ji5% ().2- 1.5 26.74% ,0.2 ~I ~~:~;. -.·.~~ -= ---- tX99.. 26.99% ·~ 1.499 27.08% ·~ - 1.499 27. WY~ -~ ~ ::* ~;:;~~: -.... w.~ 1.498 2r42% o.2 7/26 Excel Engineering peakFiowStatisticsPre.txt '" ------~~----~--------------------------------------------------------------------------------------------------~~-----·~ 11/3/2015 9:28AM 8/26 Excel Engineering Rank Start Date 1 End Date 368 1957/12/15 07:00:00 ~ 1957/12/17 07:00:00 369 -ti----i963t1-1/1S1§:oo:oo -_-_-1963/11/15 2o:oo:oo -37o 1971/02/23 o2:oo:oo ---m1to2t2:loS:Oo:oo 371 -----2000/02/20 02:00:00 2000/02/24 18:00:00 372 ---1957/10/3020:00:00 ---1957/10/3106:00:00 373 1998/01/0902:00:00 1998/01/1117:00:00 :374 -------1962/01/12 23:00:00 1962/01/13 02:00:00 375 ------1955/02/1617:00:00 ----: 1955/02/18 07:00:00 376 --1973702/06 61:00:00 --t 1973/02/07 05:00:00 377 r --197o7o3to4 2o:oo:oo --197070370505:00:00 :378 r---1954/03/2000:00:00 -----1954/03/25 11:00:00 379 ----~-1958/03/27 12:00:00 i 1958/03/27 16:00:00 380-! 1964/10/15 10:00:00 ! 1964/10/15 13:00:00 381 ---,-----1956/01/31 03:00:00-. 1956/01/31 12:00:00 382 ---~0210714:00:00 1962/02/11 08:00:00 -383--1966/10/1011:00:00 j'---1966/10/1016:00:00- 384 1953/10/22 04:00:00 1953/10/2210:00:00 -385 1998703725 o2:oo:oo-----T99Bto3i29 20:oo:oo - 386 --1998/03/31 02:00:00 ---1998/04/03 r7:oo:Oo- 387-1957/04/20 13:00:00-195770472107:00:00 388 ~11 0 09:00:00---1952/04/10 23:00:00 ----389--1955/04/2200:00:00 -1955)04/2211:00:00 390 1955/04/3018:00:00 1955/05/0211:00:00 391-1964/12/3121:00:00 ---1964712/31 23:00:00 :392 1992/12/18 01:00:00 1992/12/18 02:0-0:00 393 ----1995/01/15 oo:oo:oo 1995/01/17 09:oo:oo 394 r--T996/0i/21 18:00:00 1996/01/22 os:oo:oo 395 ---L 1999/09/1816:00:00 1999/09/1817:00:00 -396 -2000/10/26 08:00:00 --2000/10/27 10:00:00 - --397 - -2000/11/30 08:00:00 --2000!11/30 09:00:00--- 398 --I 2004/11/21 06:00:00 2004711721 08:00:00 399 r---2o55to9t2o o4:oo:oo -2oosto912o o6:oo:oo --2005/10/1617:00:00 2005/10/1811:00:00 2006/03/20 02:00:00 2006/03/21 05:00:00 400 401 402 --2006164704 1"6:00:00--2006/04/05 08:QQ:QQ I 2006112127 o7:oo:oo --2oo6t12t27 os:oo:oo -I --403 --- 404 -- 405 406 ---407 408 409 410 -4iT 412 413 414 1965/01/24 os:oo:oo --~o1t24 10:00:oo -t -1957/01/07 05:00:00 -1957/01/08 10:00:06 i 1992/12/27 16:00:00 1992/12/28 04:00:00 1996/12/0914:00:66 1996)12/12 04:00:00 1952/12/20 09:00:00 195211212016:00:00- 1996/02/27 20:00:00 -1996/02/27 22:60:00 1996101/31 o2:oo:66 -1996t02t02 oo:oo:oo 2005/12/31 15:00:00 2006/01/03 03:00:00 1961/11/2013:00:00 1961/11/2021:00:00 -1954/01/H 17:oo:oo --1954/01/13 o7:oo:oo 2007t6212s 04:oo:oo -2007to3t01 oi :oo:oo L ~- 11/3/2015 9:28AM Duration 49 --6- 4 113 11 64 -4 39 --29 16 -124 5 4 10 ·g,- 6- 7 115 sa· 19 15 12 42 3 2 58 15 2 27 2 3 3 43 28 i7 2- 6 3o 13 63 8 3 47 61 9 39 22 Peak Frequency Return Period 1.419 31.53% 0.2 1.412 31.62% ---02- 1_,i1_1 j -31.71% _ 'o._g 1.41 31.79% 0.2 1.397--31.88% 0.2 - 1.341 31 96% 0.2 1 33§_ __:-_-__, :32 05_o/_o --0.2 1.335 32.13% 0.2 1.334____ 32.22% 0.2 1.327_____ 32.31% '0.2 1.322 :32.39% -02 _1 ,_3_1~ _ 32.48% I o_.2_ 1.318 32.56% j 0.2 1.265 --32.65% --=--M 1.263 32.73% ill_,L_ 1.252 32.82% : 0.2 1.247 1.246 1.246 1.245 1.24 1.24 1.237 · T2i3 ·j --1.21:3 I -----1.213 ------1213 1.213 1.213 1.213 1.213 1213 1213-- 1.213 --1.213 1.213 1.262 --1.199 1.199 T195- 1.194 1.192 T191 1.191 1.19 T.18s 1.187 32.90% 32.99% 33.08% -33.16%-- 33.25% 33.33°/o 33.42% 33.50% 0.2 0.2 i0.2-- lo.1 o.1 0.1 0.1 0.-1-- 33.59% 0.1 -33.68% -r0.1 ---33.76%-'6.1 __ _ 33.85% _ ___g1 33.93_o/_o _jQJ__ 34.02% !0.1 -34:1o% -)OT- 34.19% 10.1 34.28%-'o.1 34.36% 0.1 -~f~;~ -~OJ 34.62•/. --0.1 -34.70·7~ 6.1--- -_34.79%-f0 .. 1 34.88% 0.1 -34.96% 0.1 35~05% -:-aT"-- --35.13%-!o:1 35.22% ,0.1 35.30% 0.1 -35.39% ·a.r - 35.48% - -OT- peakFiowStatisticsPre.txt 9/26 Excel Engineering peakFiowStatisticsPre.txt Start Date End Date Duration Peak Frequency Return Period 1998/12101 15:oo:oo 1998/12101 19:oo:oo_ --~--354_ -=+-1L_118836 _ -~-3355._6565·.~.· o0._11 -~0211312:00:00 -~,-1995/02/14 21:00:00 " -2ooo1o211o 15:oo:oo --2oooJo2114 2o:oo:oo _==::.--::-J:. 1 6 7 2 ------t-_ ~-1 1 _._1 1 s 7 3 9 _ _ 3355._7832·.~.------o 0 ._1 1 2007/0211, -10:(jjf:(jlf-2007/02/12 02:00:00 . -+ " 1999/o3/25i3:oo:oo 1999/o3/252o:oo:oo : ----8----ills--35.90%-o.1 .... 1955/03/1019:00:00 1955/03/11 05:00:00 11 1.172 -.)__ __ 35.99% 0.1 1975/03/10 1o:oo:oo --1975/03/11 16:oo:oo --31___ ---1.17 36.08% o.i 422 - ' 2004/03/0121:00:00 ---2004/03/0205:00:00 ---9----1.17 ___ j_ 36.16% {Q1 ___ _ -. i=t23 . 1963/03/28 09:00:00 1963703/28 15:00:00 ---7--. ~--1166 36 25o/. 0 1 424 1967/04/21 2o:oo:oo --------:r9677o4/22 11 :oo:oo __ 1 6 ' ~ L 1 : 1 1 6 6 5 36:33.,;: :=!QJ:=::---~ -2006/05/22 03:00:00 -r 2006/05/22 08:00:00 36.42% ·0.1 426 1995/06/15 19:00:00 1995/06/17 01:00:00 31 1.158 36.50% &J-----427 -1952103/12 21:00:00 1952103/1311:00:00 -----,5 1.1~ 36.59% 0.1 -428 --19677fii2618:00:00 1967/11/2619:00:00--2-1.137 36.68% 0.1 429 __ __j___ 1971/10/1601:00:00 1971/10/1709:00:00 3-3---1.137--t--36.76% ~-1 430 i 1974/05/1908:00:00 I -1974/05/19-09:00:00 --2 -~ 36.85% 0.1 431 +-----1964/1212706:00:00 1964/12/2816:00:00 -------~5 ----i--1.1~-I 36.93% 10_._1 __ _ 43~ --=-~-19621021151_8_:00:00 1962102/17 03:00:00 i -~ _ _J_ ___ 1.11!!____ 37.02% JQ,_L_ __ 433 1955/01/16 07:00:00 -1955/61/1617:00:00 I -11 1.115 37.10% 10.1 434 ___ -i97571i/27 13:00:00---------wf5/11 /28 23:00:00 -+-----35 1.112 -~--:--=---37. i 9% -lD.f-- 435 1955/11/14 04:00:00 1955/11/14 09:00:06 ___ _6 --_:_ __ l.!QZ___ . -37.28_"/o __ __QJ__ 43s ___ i953704720o~ 1953/04/2011:oo:oo 3 ~ t' 1.085 3736% o.1 437 1957/06/10 01:00:00 1957/06/10 05:00:00 5 1 08 r 37.45% 0 1 -~ t 1958/05/1108:00:00 i958/05/111S:OO:OO _9___ 1.079 --37~ 0.1 1-----=4~3-;.9 1968/0211301:00:00 , i968/02113ii:OO:OO _ 11 _ --=--=-1~0~--= -37.62% D.1_ l---o44"'"0-:-19527f272806:~-1952112/2818:00:00 13 1.04 37.70% 0.1 441 1967/01/2411:00:00 1967/01/25 00:00:00 ----14 - -1.64 --37.79o/o ~- 442 1960/11/26 16:00:00 1960/11/26 21:00:00 6 1.039 37.87% 0 1 -~ , ~i2727T8lO:OO 197i7i2/2815:00:00 29---1.034 -37.96% D.1 1970/0211001:00:00 ---1970/02/1104:00:00 -28 1.~ ~% .0.1 - 1968/11/1416:00:00 1968/11/1508:00:00 --1-7 i:Q26 ~o/o ---0-.1-- 1974/03/02 o8:oo:oo 1974/03/0315:0o:oo ~--3 8 2 - _ : ~-=- 1 1_ 0 .o 1 2 1 3 38 8 .. 2 3 2 0 ·.;,·. __ . 1 o 0 .__ 1 ' - ' --1953/04/27 17:00:00 -1953/04/28 00:00:00 " 1957/04/1801:00:00 1957/04/1810:00:00 ~----__!_100 =r-·_ ' ... -11_._001111-~"'o__ '0.1 1963/04/17 03:00:00 1963704/17 12:00:00 -1---c1~9~9:8704/11 02:00:00---f998/04/1201:00:0~0----,-~ -T.Of- 19637097()4 02:00:50--1963/09/04 14:00:00----13 -1.009----- 1960/03/13 04:00:00 1960/03/13 05:00:00 ---2---------o:986 1965/12114 15:00:00 1965/12/16 09:00:00 43 0.968 1975/12120 13:00:00 1975/12/20 20:00:00. 8---, 0.966 1969/01/28 00:00:00 .1969/01/29 02:00:00 -----w ------o:963 ---------,-gs,/11/25 oo:oo:oo 1961/11/26 cil:OO:~-26 -------o:9s1 1971/01/1218:00:00 --1971/01/13 08:00:00 --15 --------. 0.958 --~ ----1956/0212304:00:00 ----1956/0212413:00:00---~-r---().952 j ______12Z±/1 0/28 04:00:00 1974/10/29 11 :00:00 32 0.949 -~~-! 2001/03/06 02:00:00 2001/03/07 22:00:00 ----;jS--------0.943 1971/03/13 02:00:00-------,g'tff03/13 08:00:0() ------7----0.939 --~~~~~~~~~----------------------------------------------------------------------------------------------~~~---~" 11/3/2015 9:28AM 10/26 Excel Engineering Rank Start Date End Date 462 1976/04/04 02:00:00 1976/04/05 02:00:00 463 -i --1951110763 o1 :oo:oo-1951t1oto9 o9:oo:oo -464 j 1957/01/2017:Q(J:OO----1957/01/21 OS:OO:OO --465 ____ ---1962to3to6 o6:oo:oo i 1962103/06 21:oo:oo 466 _-------_-1976 .. /0J/030 .. 0:00:00 ---1-1976./0_--3/03 03:·0-0:00 467 1992112129 12:00:00 1992112/29 19:00:00 -468 ' -1993/01/1011:00:00 - --1993701/1014:00:00 469 -~---1995/05/0112:00:00 -1995/05/0113:00:00 470 - -1995/12123 09:00:00 ------1995!1 2123 11 :00:00 471 _+,--1996/10)0110:00:00----1996/10/0i11:00:00 472 ----1998/11/28 o6:oo:oo ---------T998t11t29 o1:oo:oo .ill_ -_ . --1J99/.01/3_11. 0:0. 0:00_--------.t' 199_9/02·/-01 09:.00:00 474 1999/06/02 01:00:00 1999/06/02 09:00:00 475 ------r999to6/o3 23:oo:oo 1999to6to4 o1 :oo:oo 476 '----2004/0411713:oo:oo ------2oo4to4ti714:oo:oo 477 1972112/04 i i :00:00 ---1972112/04 20:00:00 478 1998/12106 04:00:00 1998/12/06 07:00:00 479----199671212714:00:00 ----1996/12128 06:00:00 480 -2004712704 11:00:00 -----2004/12/0S-18:00:00 ---481 1952/01/25 02:00:00 -,---1952101725 13:00:00-- 482 1970/01/16 03:00:00 --it-19i0/01/16 23:00:00 483 1995/01/21 o2'6o:oo - -1995/01721 05:00:00 484 1997/01/2_g 0.1:00:00 -_-_-_ -+-. 1997/.01/.23 22:00:00 485 1971/12122 04:00:00 1971/12/22 23:00:00 486 1999to2to4 o?:oo:oo -----1999to2to5 o7:oo:oo 487 25077i2718 21 :00:06--2007712/19 15:00:00 --488 2007/12107 03:00:00 I -2007/12/09 02:00:00 489 1964/11/0911:00:00 1964/11/1019:00:00 -490-1993/02123 16:00:00 +: 1993/02124 08:00:00 ~~--1993/1211115:00:00 -1993712/1201:00:00 492 1994/11/10 io:OO:OO 1 ::_ =-__ 1994/11/10 14:0():-0() 493 2oos;o2124 o6:oo:oo 2008/02/24 13:oo:oo -r _ 494 1996/01/1618:00:00 -1996/01/16 23:00:00 495 1960/11/0312:00:00 1960/11/0321:00:00 -496 2007/02122 20:00:00 2007/02/22 22:00:00 497 ~05/03/22 19:00:00 t· --2605763/22 23:00:00 498 --~--1995/03/21 10:00:00 ' 1995/03/21 16:00:00 499--1996103/1216:00:00 - ' 1996/03/13 23:00:00 500 2001/03/10 02:00:00 2001/03/11 02:00:00 501 1999/04/1118:00:00 -1999/04712 04:00:00 502 195i7i0716 23:00:00 ---1951/l0/12 o4:oo:OO -503-1952104/07 22:00:00 --1952/04/08 OG:OO:OO 504 _ _:_ __ 1958{11/11 ~:00:00 --=-1 --1958)11/1106:00:00 505 1954/01/24 03:00:00 1954/01/2512:00:00 506 1974/12128 06:00:00 1974/12/29 10:00:00 5o7 1969/01i1314:oo:oo - -1969/01/14 15:oo:oo 5os 1997t12118 o4:oo:oo --1997Ti2t19 oo:oo:oo 11/3/2015 9:28AM Duration 25 153- 13 16 --4 8 4- 2 3 2 -20 24 -9 3 2 10 4 17 32 12 21 4 46 20 25 19 48 33 17 -11 5 8 6 10 3 5 -7 -32 25 11 30 9 2 34 29 26 21 I r- Peak 0.932 0.91- Frequency Return Period 39.67% 0.1 o.9T ____ - 39,!)9%. _*0.1 . 39.76%-0.1 - 0.91 --D.91 0.91 o:s=r 6.91 0.91- Q.§T 0.91 0.91 --D.91 -if9i 0.91 0.896 0.896 0.891- 0.891 0.89 0.89 0.89 0.89 0.888 0.888 0.887 6.886 0.885 0.883 -0.883 o.8il3- 0.883 0.8-82 0.879 0.876 0.868 6.867 0.867 0.867 o-:as- 0.834 o:a34 0.834- 6.817 0.813 0.812 a .Sf -39.B5°/o - -.0.1 -- 39.93%-'0.1 ---- 40.02% 0.1 .. ~·~ ~*;-- 40.45%·----,0.1 -- 40.53% 0.1 -40.62% ·o.1 40.70% --_ _m·o.1 __ 40.79% 0.1 --4o~87·;~ o.1 ---- 40.96% 0.1 41:05%---.0.1 _i_Lt1% j_QJ __ :.::_ __ 41.22% 0.1 41.30% ---0.1 --41.39% ---:o.T- 41.47% 0.1 41.56% --0.1 41.65% 0.1 41.73% -0.1 - --41.82% 0.1- 41.90% 0.1 1 -41.99% o:1 __ _ --j ---!~:~~~ --Jl~~--- ~~ -~0.=1] ~~~~----42.59% 42.67% "6.1 ______ - --4_2.76%·.-10.1_ 42.84% 0.1 42.93%----0~1 43~02% 0.1 43.10%----0.1 43.19% --6~1 43.27% -o~1 - 43.36% 0.1 43.44% ·0.1 43.53% --'0,,-- peakFiowStatisticsPre.txt 11/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency 1 Return Period so9 1955/01/0118:oo:oo=i=1955/01/0206:oo:oo t 13 I o.808 1 43.62% '0.1 510 --~12/0822:00:00 .. 1969/12/0902:00:00 - -5 .--..... 1 ''" -,..----- 511 ____j__ 1973/01/0910:00:00 -_!973/01/100i:OO:OO _. -~ -16 ---::-_:_ -0.806 -3.79% 0-.-1-- 512 ' 1959/02/0801:00:00 ' 1959/02/0904:00:00 ' -28-0.805-3.~-0.-1--- --5-13 ----r-1960/02/0817:00:00--~~0/02/10 08:00:00 --. . .. --;w-' 0.805 -3.96% 0-.1--- 514 ~63/02/14 08:00:00 1963/02/1412:00:00 5 r 0.804 44 04% 0.1 ----sT5 ' 1975/02/03 06;00:00 -__ ~-1975/@05 01:00:06-__ +-44---_ 0.804 j 4413°/. = 0.1 ---- 516-i 1965/03/06 21:00:00 1965/03/07 01:00:00 5 0.791 44.22% 0.1 -----sTl ·------1998/03/13 o4:oo:oo 1998/03/14 23:oo:oo -·----;r.r -o.791 ·~a% o.1 -518 __ . -1951/10t1409:00:0o ---19s1t10/151o:oo:oo ------26 - -0.758 --44.39% . D.1 519 1955/01/3022:00:00 1955/01/3108:00:00-11 --0.758 ---- 520 1965/12/1218:00:00 1965/12/1311:00:00 18 0.758 -521 --,--1966/01/19 23:00:00 ' 1966/01/20 00:00:00 2 0~758 -----s22 -----t-1967/03/2906.00:00 1967/03/29 07:00:00 ----2 ~-0 758 . - -523 ~-1967/03/31 10.00:00 I 1967/03/31 13:00.QQ. --~-4---Li -0.758 -44.82% 524 , 1969/03/13 01 :oo:oo 1969/03/13 06:0o:oo 6 o:758 1-44.90o/~ "-'-----,_,,,,.,,., l """""'' "'"'" ' -' '-"" ' "-"' 526 1971/12/0221:00:00 1971/12/0403:00"00 f -31 ---0.758 ---· 45.07% 0.1 527 1972/01/09 08"00:00 1972/01/09 09:00.00 --2 -o~--l45.16% -0.1 - 528 ____;_____ 1973/11/17 03:00:00 1973/11/18 22:00:00 -= 44--'---0.~ 45.24% -0.1 --- 529 1 1973/12/01 18:oo:oo 1973/12/0119:0o:oo I -2 --o-:758 --~3% -6.1 ------ ~ --~-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 -~,--1975763722o8:60:60 1975t03/2212:oo:oo __ . 5 ---t-0.758 ~59%-0.1---- -533---+ 1976/05/07 00:00:00 1976/05/07 01:00:00 ' 2 -j 0 758 ---4567% '0 1 ---,.--------.,-.,., ,._ """"""""''"' + ' i _:_---,J.,---:-.. :,.< -',:' -535 ·~T<i611 o 09:oo:oo----1976/06/1 o 1 o:oo:oo - 2 · o. 758 45.84% ., 0.1 536 ' 1976/06/3016:00:00 1976/06/3017:00:00 2 ~' _jl.l§L__ -45.93% 0.1 ----s37 -~.--T976to7t2623:oo:oo ------,g'16io7t2701:oo~-3 o.758 46.02% o.1 ~ I -1976tfi71200:00:oo I -1976/11/1206:00:00----7 ·---0.758----46.10% 0.1 53-9--. t . -1976t11i2710:00:oo ~ -19767TI72711:0o:oo--,--2 ·--o.~ -46.19o/~ 0.1 -5.w---1 1977/01/26 oo:oo:oo ' 1977/01/26 01 :oo:oo 2 --0:758 46.27% 0.1 541---1977/01/29 o1 :oo:oo ·-t -1977/01/29 03:oo:oo--- 3 ' o.758 --%.36o;;---0.1 542 1977/02/2201:00:00 1977/02/2205:00:00 ~-5__~_0.758-46.44% __ 0_.1 ____ . ------s43 ------1977/02/2414:00:00 1977/02/24 23·00 00 10 0 758 I 46.53% ~ -1977/03/1612:00:66-1977/03/2111:00:00 ~ 120 0.758 ----46.62% - 545 -I--1977/03/22 12:00:00 . 1977/03/2213:00:00 ---~-:_____ 0.758 =;___ .... 46.70%- 546 I 1977/05/12 09:00:00 1977/05/1210:00:00 . 2 .. 0.758 F 46.79% 547 ' 1977/07/14 08:00:00 1977/07/14 09:00"00 2 0.758 46.87% ~ 1977/07/1514:00:00 1977/07/15 15:00:00 - 2 -0 758 -46.96%- -549----1-977/0772ll09:0<i:oo 1977/07/2010:00:00 -2 -----o:758--·--47.04%-sso---1977to7t2211:oo:oo -1977to7t2212:oo:oo---2----o.758 ---, 47.13% .... ~-1977/07/2712:00:00 -1977/07/2713:00:00 2 -0.758 47.22%-0.1 552--: -1977/09/05 06:00:00 -1977i09/05 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 ---5~ ' 1977/10/0518:oo:oo-----1977/1oto519:oo:oo 2 o.758 ---'D.T __ _ -----s!\5 1977/12/23 o3:oo:oo-·-------w77712t23 o4:oo:oo 2 o.758 o.f -- 11/3/2015 9:28AM 12/26 Excel Engineering Rank Start Date 556 j 1977/12125 16:00:00 557----t978!0t!30 1o:oo:oo- 558----t978/Cl372214:Dil:00- 559 -1978/04/02 18:00:00 End Date 1977/12/26 22:00:00 -1978/0t/30 23:oo:oo- 1978/03/23 14:00:00-- 560 TII78/04t07 01 :oo:oo 561 ~· 1978/04/08 11 :00:00 l 562-1978/04/15 19:00:00 563--, 1978/04/2516:00:00 564 ---t978/o9Tf6 11 :oo:Oo --- -1978/04/02 19:00:00-- j 978/04/07 o2:oo:oo 1978/04/08 17:00:00 --1978/04/15-21:00:00 -1978/04/25 17:00:00- 1978/69116 12:00:00 1978/t1i121o:oo:oo 1978/11/13 21 :00:00 1978/11/1510:00:00 1978/11/24 13:00:00 1978/12/01 19:00:00- 19l9/01/09 14:00:00 1979/0111904:00:00 1979/01/25 15:00:00 1979/02123 05:00:06 1979to5to7 n:oo:o6 - 565 1978711716 ts:oo:oo -- --566--1978/11/13 20:00:00 567 1978/11/15 09:00:00 568 ---1978711/24 08:00:00 -- 569 -1978/12/01 18:00:00 57o ---197976t/091o:oo:oo -- 571 1979/01/1710:00:00 572 1979/01/25 14:00:00 S73 T9i9/02123 M:OO:OO -- 574 t979/o5io7 To:oo:oo- 575-1979/08/1914:00:00 576-1979/10/04 22:00:00 577____ 1979/10/20 01:00:00 578 1979/11/04 22:00:00 579--1979/11/12 11 :00:00 -sso ---1979712121 o5:oo:oo -- -581 1979/12125 09:00:00 -582--1980/01/07 07:00:00 583 1980/01/14 00:00:00 -558845 ______ L' __ 1980/03/18 16:00:00 -1980/03/21 09:00:00 -586---1980/04/01 15:00:00 587 -t98o/04/21 02:00:00 - 588 -1980/04/28 15:00:00 589 1980/05/02 10:00:00 59o ----:--198o/o5/oa 1 o:oo:oo s9~i 198o/o5/o912:oo:oo 5~9:2!-----r 1986/1210410:00:00---1981/01/11 06:00:00- 1981/01/1210:00:00 595 _L__ 1981/o:liio 17:oo:oo 596 -1981/03/14 i-2:00:00 597 198t/03/t816:oo:oo- --59!f 1981/04/0204:00:00 599 1981/04718 20:00:00 600 1981/04/2617:00:00 6oT t981i05/ottt:oo:oo 61:)2-----1981/10/11 06:00:00 11/3/2015 9:28AM --1979/08119 t5:oo:oo- ---1979/10/04 23:00:00- -t979/t0/2ilt6:oo:oo -- 1979/11/04 23:00:00 1979/11/12 12:00:00-- 1979712/21 12:00:00 -1979/12/2510:00:00 --t986ioi/o7 o8:oo:oo 1980/01/14 01:00:00 1980/03/18 17:00:00 ---1980/0J/21 i3 :00:00 -1980/04/0116:00:00 1980/04/21 63:00:00 - --198-0/04/i§ 09:00:00 1980/05/02 11 :00:00 198070570811 :00:00 1980I05/1o t3:oo:Oo-- 1980i12/os 09:oo:oo 198t/01/tt-a7:oo:oo 1981/01/1211:00:00 1981/03/1018:00:00 i98iTo37i413:00:00 -Ji_ 1981/03/18 17:00:00 1 s8t to4to2 1 o :oo :oo 1 198tto4t19o6'oo:oo , 1981/04/26 18:00:00 -1981/05/ot t::>:oo:oo ~ -198ilt0/11 67:00:00 Duration 31 14 -25 -2 2 7 :j -2 2 44 2 2 6 2 5 43 2 5 2 -2 -2 16 2 2 8 2 2 2 2 15 2 2 19 2 2 -26 24 2 2 2 2 -2 7 11 2 2 2 -l peakFiowStatisticsPre.txt Peak 1 Frequency Return Period 0.758 I 47.64% -~'o0 .. t 1 _ o-:-758 t 47.73% 0.758 ---t 47.81% -,0.1 0.758 47.90% --10.1 o:?ss____ 47.99% ----o:1 0.758 48.07% 0.1 0.758 -1 -----48.16% :__~Q.,------- 0.758 __ J __ 48.24!o &J_ __ _ ~~ ;~~ I --:~:!~~ !§+--- 0.758 -48.50% '6~-,---- o.758 48.59% :o.t 0.758-----48.67% o:T- -0:758 ---48.76% 6:1"- 0)58 --r-48.84% --o:f 0.758 --l -48.93% [0:1 0.758 49.01% --~ 6:758 - -1 49.10% o.t 0.758 ' 49.19% --'o:i 0.758 49.27%-0.1 -0.758 49.36% 0.1 0.758 1 49.44% --~0.1 0.758 j' 49.5-3%_ 0.1 -0.758 49.61% 0.1 o:-758 ----49.70% -0.1 0.75S ------~So/o ,QJ_- O.Y58 49.87% 0.1 0.758 49.96% 0.1 0.758 -50:04% ---;o.T o:758 i---5013°/. ~-- --~:;~~--J -;~:;~~ --j~} ------ 0.758 50.39% 0.1 0.758 50.47% ,0.1 0.758 50.56% 0 1 -o:758 --50.64%-_ jo:i--- 0.758 50.73%--,0.1 0.758 50.81%-'o.1 0.758 50.90% ·0.1 5.758 --50.99% loT __ _ o.75B -51.07%-!oj----_ 0.758 51.16% 0.1 0.758 51.24% ----0~ 1 0.758 51 :33% ____ "fu 0.758 51.41% 0.1 0.758 -51.50% o:T 0. 758 -51:59% To:T 13/26 Excel Engineering pea kFiowStatisticsPre. txt Rank Start Date End Date Duration Peak Frequency Return Period -;~; -r-~:~~;~~~~ ~~:~~:~~-_J_ __ ~:~~;~~~~ ~~:~~:~~j·----~-__ lo:_;7_;5~8~-=r-.·. _ t-5~1~.~84~~0;0-.· ·~0:.~1·---=-. ~ so5 _ 1 1982/o2/o8 12:oo:o0 1982/o2/o813:oo.oo 2 " sos , 1982/02/17o1:oo:oo ---19a2/o2/17o2:oo·oo-----2---o.?sa---51.93%-o.1 ------- ~ 1982/03/252o:oo:oo 1982/03/260s:oo:oo---10 6~--s2.o1% 0:-1--------- so8 1982103/28 19:oo:oo 1982/03/29 o2:oo:oo 8 ____Q2_58 ---+-s2.1 O% __ ,Q: 1____ ____ __ -------eos· ---1982I04/0411:oo:oo -1982I04/o412:00il0 -2--__ 0.75!!_ __ ~-52.19% -j.Q.1 ___ ___ _ -610 ·-----;-1982/04/1119:00:00_ 1982/04/11 20:00:00-! --2--0.758 52 27% 0.1 611 I 1982/05/0613:00:00 1982/05/0614:00:00 2 -0758 5236"!. 01 ---- 612 -r 1982/06/1712:~ 1 1982/06/1713:00:00 --2---rl _-0 0 : __ 77_5 5 8 8 -- 1 j 5522:45430~0 ~0:_11 -~---= -613-1982/09/15 06:00:00 ----r--1982109/15 07:00:00 i-t -y--" 614 1982/09/16 10:00.00 1982/09/1713.00 00 28 0.758 52.61% 0.1 ~ 1982/10/26 06:00:00 --1982/10/26 07:oo:oo----2 -0 758 -------s270% -0 1 ---616--, 1982/11/1823.oo:oo · ~2/i1/1908:oo:oo ---1o----o.75s_ s2.78% _ 1 o.:c=::::-___ _ 611__~ 1982/11/gQ09~00:00 t 198211ii2010:00:0Q_~--_2___ _Q.758__ 52.87% ~0._1 __ 618 1982/11/29 10:00:00 1982/11/30 14:00:00 --~--0.758 52.96% 0.1 619 1982/12/2918"00:00 1982/12/29 21:00"00 + 4 0.758 53.04% 01 --62o_::::::::-;-1983/01/o5o8.oo:oo 1983/01/o5o9:oo.oo - -2---_ _-_2:?58_::-, 53.13% ---~-- 621 , -1983701H705:00:50 -----,gs3/01/17 06:oo.oo-' -2--o.758 ' 53.21% 0.1 -622-~~ 1983/01/1810:00:0Q_ ---~ ~/1910:00:00 25 0.758 ---53.30% -TQ.1-- --623 83/01/22 14:00:00 ' 1983/01/23 13:00:00 24 -~ 0.758 --;---53.38% ---0.1 624 _ I 1983/01/24 18:00:00 __ 1983/0112517:00:00 _ -2~4~ _______ 0.758 --r 53 47% 0.1 625 1 1983/02/0214:oo:oo 1983/02/0317:oo:oo o.758 53 ss% o.1 626____ 1983/02/23 23·00:00 ---r---1983/02/24 23:00.00 -0.758 - --53:64°/o -0 1 ---sv ---+--1983/03/28 o7.oo:oo I 1983/03/28 o8:oo.oo -2-::-~~ _ --o.7ss ---53 73%-o:-1-- _ 628-__:____ 1983/04/1206.00:00 ± 1983/04/1309:00:0Q 28 --0.758 __ -_-53.81%_-1Q.I__---- 629 1983/05/01 08:00:00 1983/05/02 08:00:00 --25-0.758 53.90% 0.1 ~ t=' 1983/05/0s o8·oo:QQ___ _1983/05/0.§ 09:oo·oo 2 o.758 53.98% 631 1983/08/06 04:00:00 1983/08/06 05:00 00 -_2___ --0.758 -~=--_§!Q7o/o_ - ~ -1983/08/18 07:00:00 -1983/08/1811:00.00 5 ---l 0.758 54.16% ~ ~o1o1 o8:oo.oo - -"t9a3710708o3:oo.oo-20 --1 o.758 --54.24%--634-. 1983/11/1723:00:00 1983/11/1800:00:00 2_----l___ -0.758 -§_4,3:3_o/o__--= s35 - -1983il1!2oo7:oo:oo -,-98311112o2o:oo:oo i4 -I o.758 54.41% 636 1983/12/15 13:00:00 1983/12/15 14:00:00 2 • 0.758 54.50% --637--~ 1983/12/1914:00:00--~ -1983/12/19 15:00:00 i-----~ 0.758 ~ ___,QJ_ -,. '-'"""'"" "'""'" 1 '"""'"" ,.,,...,-----" "·"' """ '"·' -~ --------+--1984/01/1516:oo:oo---1984/01/16 08:00:()()___ __11__ ~---0.758-54.76% 0.1 640 ' 1984/02/1004:00:00 1984/02/1005:00:00 2 --0:758 -54.84% 0.1 641 I 1984/07/15 14:00:00 1984/07/1515:00:00 2 :--j 0.758 54.93% 0.1 642 ~84i11/0806:oo:oo 1984/11/0807:oo:oo-• --2 ---o.758 55.01% o.f --643 -=---1984/11/16~·00:00 ----;--~1/1615:00:00 -~--2___ --0.758---, -55."10% 0.1 644 1984/11/2305:oo:oo 1984111/2306:0o:oo ~-2 -0758 -t-5518o/.-01 -645 __ ---r:::::_ 1984/12103 07.0o:oo-:::_-_ 1984/12/03 1o:oo:oo __:::: _4 __ . o-758 - -55.27;. o\ 646 ' 1984/12/10 19·oo:oo J 1984/12/11 06:00:oo 12 - 0 o:_7 7 5 5 8 8 ------- 5 55 5 .... ·3 4 -46°0~00 --. '0 0 _:1 1 - 647 1984/12/1220:00:00 1984/12/1221:00.00 2 ,. 648 --1985/01/0710.0Q:OQ__ -1985/01/0803:0000-18-0.758 -55.53o/~ -10.1-- 649 1985/01/28 14.00:00 1985/01/29 02:00:00 13 --0.758 55.61% 0.1 11/3/2015 9:28AM 14/26 Excel Engineering Rank 650 651-. '652 Start Date End Date 1985/02/02 02:00:00 l 1985/0.2/0,<' 12:0.0:00 .. i 985/02/03 21 :00:00 .. -1985/02/03 22:00:00 1985/02/20 19:00:00 . ----1985/02/20 20:00:00 1 --653 654 --+1' ~;~ 1985703727 66:oo:6o ----·-1985io3t2812:oo:oo 1985/04/21 17:00:00 T . --1985/04/21 18:00:00 1985/09/18 11:00:00 1985/09/18 13:00:00 1985/10/0606:60:00 ... 1985!10/06 07:00:00 j I '657'' 658 . 659- 1985/10/0709:00:00 -i'. ---1985/10/07 10:00:00 1985/12/0210:00:00 ... 1985/12/03 00:00:00 1986/02/072T:oo:oo -i986/02/0814:oo:oo 660 661 662 663 664 665 ... 1986/02/13 07:00:00 1 --1986/62/13 13:00:00 I 1986/02/17 05:00:00 1986/02/17 06:00:00 ---·1986/02/23 06:00:00 . . .. 1986/02/23 07:00:00 -1986/03/0f07:00:00 --1986/03/01 OB-:00:00--- 1986/03/1210-:00::0·0· l-,_ =_ }986/03/12 14:00:00 666 667 668 -1 669- 670 I 671 672 673 .. -···. 674 675 676 677 -sis -679 .. !f8o 681 682- 683 684 685 . 686 .. 687 688 689 69o '691' 692 - 693 694 695 696 1986/03/1318:00:00 1986/03/14 03:00:00 1986/04/01 08:00:00 1986/04/01 09:00:00 i986704706oo:oo:o6 -, -1986/04to6 11 :oo:oo 1986/10/11 07:00:00 . -1986/10/iT08:00:00 1986/11/05 12:oo:oo -198-6/11!05 13:oo:o6 -_ -~ 1986/12/0S05:00:00 ---~j 1986/12/ol 04:0o:oo·· 1987/01/28 07:00:00 i 1987/01/28 08:00:00 1987/02/03 12:00:00 I -1987/02/0:313:00:0Q 1987/02/0511:00:00 ' 1987/02/0512:00:00 1987/03/05 19:00:00 . 1987/0:l/0614:00:00 . 1987/03/15 oa:oo:oo 1987t63t15 1 o:oo:oo '1987/03/22 00:00:00 . 1987/03122 03:00:00 1987/03/24 21 :00:00 1987/03/25 21:00:00 -19B7/07/17 08:00:00 ::-..:. 1987.§7/17 1,<'~00:00 .. j·- -~~:~~~j}j ~~:~~:~~ ---~--~~:;;~~;~~ ~~:~§:~~ -I -1987/16128 oo:oo:oo---1987/10128 oi :oo:oo r 1987/10/31 o5:oo:oo -· 1987111/01 oo:OO:oo 1987/11/02 04:00:00 I 1987/11/02 05:00:00 .. 1987/11704~-' 1987/11/0511:00:00 - -1987/11/14 01:00:00 . 1987/11/14 02:00:00 1987/11/17 21:00:00 1987/11/17 22:00:00 1987/12/11 05:00:00 ' --1987112/iT 06:00:00 1987/12/1918:0();()0_ ----~' -1987/12/191Jl:OO:OO 1987/12/2911:00:00 1987/12/:)()05:00:00 1988/01/05 13:00:00 1988/01/05 18:00:00 1988/02102 oo:oo:oo -··· · ---f988/02/02 17:oo:oo 1988/02/29 21"00:00 i 1988102/29 22:oo:oo -1988/04/18 04:00:00... 1988/04/18 05:00:00 1988/04/22 10:00:00 1988/04/23 11 :00:00 1988105/29 o6:oo:oo 1988to5t29 o?:oo:oo 19BB/11/16 11 :oo:oo T-1988711/11 09:oo:oo 11/3/2015 9:28AM Duration 11 2 2 31 2 3 2 2 T5 18 7 2 2 2 5 10 2 12 2 2 24 2 2 2 2o 3 4 25 5 2 2 2 20 2 fa 2 2 2 2 19 ·s 18 2 2 26 2 23 peakFiowStatisticsPre.txt Peak Frequency Return Period 0. 758 55.70% 0.1 -----0.758 ---55.78% ·o.1 6:758 1 . -55.87% '6, --~:;~ ---;~:~~~ wr-~- 0.758 ' 56.13% '0.1 6. 758 I ·----ss:-21 'fo '0:-1 5.758 56.30% -OT- ··o.75B -56.38%-o.i 0.758 ---56.47% . i()J.~.:.- 0.758 56.56% 10.1 0.758 56.64% 0.1 o.75B 56.73% · o.i t 0.758-56.81%---0.1 -. 0.758 56.90% .. :QT , o.758 56.98% jOT __ _ ~:;;~ --j' 5707°/o ---~ a.isa 57.16% ~~-1---- -----0.758 ;;:;j~: I ~:t - o.75s s7.41%-·o.1 0.758 57.50% ,0.1 0.758 57.58% '0.1 -0.758 - -57.6JO/o lg:t - =:g~~~ -;;:~~;. tH_= - -0.758 -57.93o/~ 0.1 0. 758 58.01% 0.1 0.758. 58.10% __ j().1 o:?sa _ sa.1a%~ 10.1 0.758 58.27% ~().1 o:758 58.35%-·o.1 0.758 58.44% '0:-1 0. 758 58.53% 0 1 0.758. 58.61% ~:11 . . .. 0. 758 ---58.70% o.758 58.78% · o.i o. 758 sa.il?olo -T1 0.758 58.95% 0.1 6:7sa s9.o4% ·a.1 6.758 59.13% ·--:o.-,- 0.758 59.21% to.f . 0.758 59.30% ·-a.i o.758 -59.38% 1 o.1 0.758 59.47% 10.1 & ;;: ;~:~~;. ~~ -!K ~ 15/26 Excel Engineering peakFiowStatisticsPre.txt Rank S1art Date End Date Duration Peak 1 Frequency Return Period ~~ t=··.1.988/11/2323:00:00 __ .· R988/11/24()5:0000 f _2 0.758 I 59.73% 10.1 698 1988i1211812:oo:oo 988/12118 2o:oo oo 9 o.758 ---59.iH"7.--~.1··· -------699 -1988/12122 22:00:00-1988/12123 00:00.00 --3 ~---0.758 - --59.90% ---0.,------- -------yoo -1988/1212'722:00:00 -~-19~8/12/2811:00.00 ---::_ 14 _j__ ~--59,_9S0/o ~1 ___:__::_--::_- ------yoj -1989/01/0518:00:00 -I 1989/01/0519:00:00 2 I 0.758 60.07% !0.1 702 1989/01/0715:00:00 I 1989/01/0717:00"00 3 ' 0 758 60.15% 0.1 ------m3----198970172319-00:00 1~89/01/23 21:0o:oo---3 -----t--o:758 - -60.24% · 0.1 -· 704 1989/02102 06 00:00 -o1989/02/02 09:00:00 --4--· -0.758 ---+--60.33% o-_-1 __ . ~ 1989/0210321~ 1989/0210417:0o:oo---21 ---0.758--~ -60.41% 0.1 ------roG 1989/0210914:~ 1989/02110 o5:oo:oo l-_ ___1§ --------'-· --_ 0:758-~·-60.5oo/~ 0.1 70i 1989/03/0209·oo·oo , 1989/03/0219:0o·oo 11 1 =-0.758 I 60.58% 0.1 ~ I ~/05/1406:00:00 J_ 1989/05/1507:00:00 _ _ 26 0.758 6067% 0.1 709 I 1989/06/04 06 00:00 1989/06/04 07:00 00 -2--0.758 ----so?So!o 0.1--~ I ~11/2610.0~ 1989/11/2611:00:00 --2--0.758-60.84% __ 7_1_1 1989/1210110.00:00 -11 -~9/12/0111:00:00 --2-0~ ------so.93o/~ li2 ---1990/01/02 o6:oo:oo -------:r99o/o1/021o:oo:oo --5 -I o.758 -s1.o1% ... l!L •' i .-1990/.Q1/1310:0(!:0._Q__ . 1990/.0.1/1411:00.:00··· ---26 ' 0.758 61.10% _Z1_!_ 1· 1990/01/1813:00:Q()____ 1990/01/1814:00:00 ---------2----0.758 -61.18% 715 1990/01/2210:00:00 1990/01/2211:00:00 2-------0.758 61.27% -716 ~-------moJo270410:00:oa-----r 1990io27o414:00:oo -,-=._-5 · ----0.758 --T-· 61.35% ]S7__ • -· 1990/04/1620.:00:()_Q_~ .. ~ .. 1990/04/1714:00:0·0·· -r-.--_1_9 __ ·---0.758 -t _61.44% 718 ; 1990/05/1316:00:00 1 1990/05/1317:00:00 1~0 -' 1 --. -0 0 ._7 7 5 5 8 8 ·-. r- 6 61 1 .. 6 53 1 ; 0 ° 719 1990/05/28 05:00:00 1990/05/2814:00:00 " -----no-1990/06/0913:0o:oo ' ~70671014:00:00___ 26 1---o:758--· --61.70% 721--~,-199070871507:00:00 -1990/08/1508:00:00-.. --2 .. ~=~~0.758 =+-61.78%- 722 -1--1990/12120 07:00:00 . 1990/12120 08:00:00 - - - 2 ' 0.758 ' 61.87% 723 1 1991/01/03 21:00:00 1991/01/03 22:00:00 ----r-·-2------0.758 . • ------s1.'95%- 724 ' 1991/03/11 02:00:00 -~-1 03:00:00 1---2__ --0.758 ~-§2.04% -_0._1 __ -?2~----1991/03i1319:00:00 -1991/03/13 20:00:00 2 0.758 l6213% 0 1 726 1991/03/15 13:oo:oo 1991/03/1515:oo:oo -3---o.758 --62 21% oT--- -727--1991/07i3111:00:00 ' 1991/07/3112:00:00 ---2-r--0.758 --62.30% -,0-.1----- 728 I 1991/1210910:00:00 -1991/12/0911:0Q:OO ]---2 -~1 . 0.758-. --62 .. 38%-;0.1 ==-729 1991/12118 03"00:00 J 1991/12/18 04:00"00 2 0.758 62 47% TQ.j 730 1991/1211910"00:00 1991/12/1911:0000 2 0.758 6255% 0.1 731 1991/1212801"00:00 --1991/1212804:00•00 ---4----0.758 -6264%-0.1 L__7 ... 3..,2 -----t--+--1992701703 o8.oo.oo --~ 19921o11o4 04:oo:QQ_ ---1 --21 __ -:_ Q._75f! _[:-s2.72o/~-:_ oJ 733 1992102110 00:00:00 1992102110 06:00:00 7 0.758 62.81% 0.1 -----n4 1992103/2912:00:00 1992103/2913:00:00 -- 2 --0.758 ---62.90%-0.1 ~ 1992103/3114:00:00 _ _ ~ 15:00:00 __ 2 __ I __ 0.758 --~ 6298% Q_1___ _ __ 736 1992105/05 23:00:00 ' 1992105/06 00.00 00 j 2 j 0.758 63 07% 0.1 737 ~ 1992105/1717:00:00 +---1992105/1718:00:00 --i---0.758 -6315%--0-.1 ---- 738 . -~ 1997/01/02 04:00:00 [ -1997/01/03 11:00.00 _ _ 32 ---.. 0.7 .. 5.8 ---=-S3~24'/o _ 10 .. 1 ---==------=-_ _13§1 ' 1965/12131 07:00:00 -~6/01/01 02:00:Q() - -20 -----=---Q.738 ---· 63.32% rtt=0.1 -740 1951/12119 04:00:00 1951/12119 13:00:00 I 10 0.737 63.41% 0.1 741 1954/12103 09:00:00 1954/12/04 00:00 00 16 0.737 63.50% 0.1 ~ 1953/121o4o8:oo:oo 1953/12/0411:oo:oo -----4---o:1s1 63.58%-o~1--- ~___,_ 1953/11/1415:0o:oo -1953/11/1509:oo.oo----19-------0.729 63.67% ·o-.1--- ------~------------------------------------------------------------------------------------------------------------~-----'~~ 11/3/2015 9:28AM 16/26 Excel Engineering Rank Start Date End Date 744 t 1969/11/10 01 00 00 1969/11/10 09:00:00 745-___ 1973/02/0314 oo:oo -~ -~ 1973io2/o3 ~:oo:oo 746 -2001/02/20 05 00:00 2001/02/21 00:00:00 747 I 1957/02/23 04 00:00 ~ -~---1957/02/23 ]l_:o_o:OO -748 1957/10/21 00 00:00 1957/10/21 06:00:00 749 1964/03/02 07 oo·oo 1964/03/02 13:oo:oo 750-~~ 1958/03/11 oo oo.oo --19s8/03!12-o7:oo:oo ill ---1965/o37121TOO:Oo -1965/03/13 22:oo:oo 752--1957/05/20 23:00:00 ----1957/05/21 08:00:00 753 --l962/05/27 06:oo:oo ---1962/05/2713:00:00 754------;----19-57/0S/19 03:oo:oo -1957105/19 1o:oo:oo 755 1956/05/09 08:00:00 1956/05/10 00:00:00 756 -1960/04/23 oi:OO:OO -1960/04/24 OB:OO:OO -757 19727i0/i900:00:00 1972/f0/20 17:00:00 --758 1973103/26 06:oo:oo --1973io3i26o7:oo:Oo 759--i9S3/1V09 15:00:00 -1963/12/iO 03:00:00-- 760 1956/12/05 14:00:00 1956/12/06 05:00:00 761 ---1957/01/a92o:oo:oo --1957/a1/1o i3:oo:oo 762 -1969/oi/18 19:oo:o6-1969/01/22 fo:oo:oo- 763 ---1975/12/12 14:00:00 ---1975712112-18:00:06 764 --1968/01/27 22:00:06 1968/01/28 01oOO:OO - 76-5 --197o/o1/a9 -18:oo:oo 197oia1/1o 11 :oo'oo 766 1998/01/03 06:00:00 1998/01/04 20:00:00 - --767 1964/02129 o3:oo:oo -1964/02/29 o5:oo:06 768 2oo1/a2/23 o6:oo:oo -----:----2oo1102123 23:oo:oo 769 -2002702717 08:00:00-t' 2002702/17 22:00:00 77o 2001/11/29 o7:oo:oo 2001/11/29 23:oo:oo 771 1963/10/16 08:00:00 I 1963/10/16 13:00:00 772 1969/03/09 01:00:00 ' 1969/03/1104:00:00 773 1962/03/22 22:00:00 1962/03/23 00:00:00 -774 1957/04122-io:oo:oo ---T9s7/04/22 13:oo:oo 775 1962105/14 17:oo:oo --1962105/15 04:oo:oo 776------1----1970/04116 21:00:00 1970/04!17 01:00:00 777 2003/05/03 07:00:00 2003/05/03 22:00:00 778----1951711/2001:06:00 ---1951/11/2022:00:00 779 '--1965/09/1613:00:00---I 1965/09/17 12,00:00-- 780 1993/02/2618:00:00-1993/02/26 22:oo:OO 781 -1994/04/24 04:6o:oo - --1994io4i24 07:oo:Oo 782 1994/12/24 09:00:00 1994/12/25 05:00:00 -783-1996/02/03 11:00:00 -"1996/02/03 13:00:00 784 -785 786- 787 788 789" j 790 --------------1996/10/02 19:00:00 1997/04/0317:00:00-- 1998/0S/31 2o:oo:oo -1998!12/Hl 18:oo:oo 1999/03/15 10:00:00 1999/04/0618:00:00 1S99/07/181o:oo:06 -- 1996/10/03 16:00:00 1997/04/03 1s:oo:oo --1998!68!3121 :oo:oo -1998/12/i 9 20:00:06 1999/03/15 11 :00:00 --i999/04/07 H:OO:oo 1999/07/18 1Too:oo 11/3/2015 9:28AM j Duration 9 1o 26 8 7 7 32 36 TO 8 8 17 26 42 2 13 16 18 88 5 4 18 39 4 -18 15 17 6 52 3 4 12 5 16 -22 24 5 4 21 -3 22 3 2 3 2 18 2 1 Peak 0.728 ----0.728 Frequency 1 Return Period 63.75% 10.1 63.84% "Q.j ___ _ 63.92% -0.1 0.727 0.724 6".718 0.718 ------------~ 64.01% ~-- 0.717 ---0.715 0.702 0.702 D.?or· 0.682 0.682 --0.682 0.682 -- 6.661 0.66 0.659 -g:~;~ --~.---- 0.657 1 0.657 0.657 ---0.652- --0.652 l 64.10% 1?·1 64.18% 10.1 64.27% ·oT-- 64.35% ·aT-- 64.44%-0.1 64.52% 0.1 ::~~~: -ig:~_- -64.78% l:g:J 64.87% 0.1 64.9s% o.r- 65.04% -0.1 65.12% 65.21%- -65:3oo/. 0.1 --~ 65.38% 0.1 65.47o/~ --o~ i ---s5.55% -D.1 65.64% i0.1 ---- 65.72% -fQ_ 0 .. t_ 1 __ _ -65.81% 0~652 6~51 0.64 0.639 I 65.90% j~: ~ -~-i -65.98% j 66.07% --~- -o-.-63s -----0.631- 0.627 6.627 0.624 0.606 o:606 0.606 --0.606 0.606 o-.-so6 0.606 ' 0.606 ---j' o:so-6 0.606 0.606 0.606 0.606 ----66.15% 0.1 66.24% --~O.T 66.32% 66.41%- 66:50% 66.58% 10.1-- I~:T-~---:__:: IQ_t___ 66.67% 0.1 66:75%--liTo ~11 ------66.84% 66.92% 67.01% -"67.10% '0.1 67.18% 0.1 67.27% 10.1 -67.35% a:1 67.44% aT 67.52% 0.1 67.61% -o:T 67.69%--o:1 peakFiowStatisticsPre.txt 17/26 ,.. Excel Engineering peakFiowStatisticsPre.txt Rank , Start Date End Date Duration Peak Frequency Return Period -. ;~~-: -~~~~;~~; ~~~---:-j __:__~~--: ---~ ~.~~~ ··--i --~;.~~~ .. -~~.~ -~ 793 ~ 2004/0211816:00:00 =t 2004/02/1818:00:00 . 3 r 0.606 ~ 67.95% 0.1 794_-f 2004/03/26 08:00:00 • u • ~04/03/26 12:00:00 • ~ -=· 5 • • • -0.606 0 °0 n 68.04"1~-0.1 ~==-- 795 I 2oo4/os13o 2o:oo:oo 2oo4ios13o 21 :oo:oo t 2 o.6o6 68.12% o.1 --. 79§_·-----l-·. . . .2005/01/2ll,15:00:00 .-... 2005/0.1/2816:00:00 --. --2. ----... 0.606 .. ·. 68.21% .. t 797 2005/03/04 09:00:00 2005/03/05 04:00:00 20 0.606 68.29% 0.1 --~--200670370314:00:00 ,--2006/03/0316:00:00-----3---, --0.606·----68.38%-0.1 .-·-.-- 799.-' 2006/11/2710:00:00 1 -200671172712:00:00------3--'----0.60_6 __ 1 68.47% 0.1 ------_:: ::: -~ :=:::~:::: ~~~-·----=:~~~;r,~ ~----~ ----==--~.~~~-~. ~:.~~~-=~ ===-= .-. 802. --. -~()7~:QO:OO -... 2007/02/1322:00:00 .• J .... -_1_.6 -.. -. ·.l·-... O,Q(J§__ .. j 68 .. 7.2'.Y,_~.. loo:.1 ..... --.--.. 803 2007/09/2210:00:00 2007/09/2214:00:00 , 5 0.606 r 68.81% 10.1 8 .. 04 : 200B/01/2204:oo:oo . 200B/01/2206:oo:oo ---.• ~·. 3 --· --o.606 ·---6s.s·9·%· :-o.-1------aos ----2oo870172901:oo:oo--~i0172902:0o:oo--2-----o.6o_6 __ · ·6s.9s% -o.1 - 806 ' 2008/02103 06:00:00 -2008/02/04 05:00:00 --24----0.606 -69.07'), -0.1 ---- --ll,~_ 2008/01/23 08:00:00 --+--~008/01/24 _go:OO:OO ·-_ 37 _ _ 0.601 . j~ 1~ 0._1 __ _ -8~---t-1996/1210521:00:00 ---1---)996/1210608:00:00 ----12 ' 0.588 1--~,24.'/o. ____ 0.1 ~. ----+-1!1·9· 9/01/20 05:00:00 .·. !' . _ ____!!l!l9/01/21 06:00:00 --: 26 0~-! . 69.32% --0.1 ___810 --+-£001/01/0813:00:00 ____EQ()1/01/0818:00:00 -: -----6 : 0.584 -0.1 811 2001/1210314:00:00 2001/12/0421:00:00 ' 32 ---r--0.583 ----ai2 --+-1967/12107 22:00:00 =+-· -. -1967/12/08 09:00:00 i ----12 '.1 0.581 -69.58% 813 1951/12104 23:00:00 1951/12/05 07:00:00 9 0 58 G 69.67% -~ · 1952112106 o3:oo:oo 19s27127iisoS:OO:Oo-4 -·a 58--69 75% 815 -1987/02113 18:00:00 ~02/14 00:60:00--1 --7 J==-0.58 = .:-69.84% - 816 2005/12102 23.00:00 2005/12103 01:00:00 3 0.58 69.92% ---817 ±200870271410:00:00 --2008/0211415:00:00 -----6 -0.579 70.01% - 818 1993/01/02 06:00:00 ~ f 1993/01/0213:00'()()_ 8 -0.5BL____ 70.09% __ .&J__- 819 -1996!01/2512:00:00 --~~00.00 -,_ - 4 -~-0.578 -.~__Zil,11l.'fo.__J0.1 __ _ s2o 1953/11/0507.oo:oo 1953/11/0604:oo·oo 22 o.576 ~-7027% 0.1 -]~==-2ao. 1. ""'""'""" '"'""""''"''' J »=_I -'-"' -= -_,_,, f: 822 2007/02119 oo:oo:oo 2007/02/19 09:0o:oo 10 I 0.576 70.44% 0.1 ~ 1~ 1957i11i1415·oo:oo 1957i11i1419:oo:oo -5-I a.~-70.52% o 1 -- 824 2000/09/22 18:00:00 2000/09/23 01 :00 00 8 0 575 70 61% 0.1 ~ -1996/02112 12:00:~;--1996/02/1214:00·00 -3---0.573 70 69% ~ ------eR --:--Tss77il271019:o~-1997/0211o23:oo:oo --5--o.573 70.78% -JQJ_--------sv ----:----1952103/1004:00:00 -~03/11 09:00:~ ~ j -0.567 - -70.87% 0.1---- --8-28 ---1959/09/3022:oo:oo ~-~0/01 07:oo:oo ----.. 10___ 0.567 ·-----ro.95% -Q.1-- -8_29___ 1995/03/23 08:00:00 j= 1995/03/23 18:00:00 -1_1__ -~67 --' -7_1_ 04%-0.1 830 2007/10/13 05:00:00 2007/10/13 10:00:00 1-6 0.567 t 71 12% 0.1 -83f -----r-i96f7f070815-00:00 -~f7j(j)(j8f7:00:00 ---3 -0.564 -7121% 01--- 832 ' 1964/03/1216:00:00 1964/03/13 02:00:00 ___ 1_1__ ' --0.564--71 29% 0.1 -- 833 ~.:-i9577f07f105:00:0o:-:::__ l957/10/111_3:oo:oo-~-----~ __ ::::-o.563 -_71.38%.--~ ---- 834 1 1996i03i0416:oo:oo ' 1996i03/o5oo:oo:oo 9 ', o.563 : 71.47% 10.1 835 1960/03/23 06:00:00 1960/03/2310:00:00 , 5 I 0.562 71.55% 0.1 ... -8~---1999/04/01i3:00:00 1999/04/0i 20:00:00 8 --0.559____ 71.64% 'O:T- ii37___ 1969/04/o3o1:oo:oo 1969/04io3o9:oo:oo -~. --9 -·o.sss 71.72% -a.1 ----~~------------------------------------------------------------------------------------------------------------~-----··· 11/3/2015 9:28AM 18/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency Return Period 838 +---1976/04/12 03:00:00 l 1976/04/13 13:00:00 35 0.556 71.81% 0.1 -839 1996io4ii8 oo:oo:oo ---1996/04/18 05:00:00 6 0.555 71.89% ·rr 840 . 2001/04/0916:00:00--2001/04/10 21:00:00-30 0.554 71:98% -·· i0.1 841 W06/04/1412:oo:60-2006/04/15 -1 o:oo:oo """"23 -o:552 72.07% ~~~~ 842 -----,-2007/04/22 22:00:00 ____ -2007/04/23 01 :oo:OO 4 -0.552 72.15o/~ 843 I 1963/06/11 08:00:00 1963/06/11 14:00:00 7 0.551 72.24% 0.1 844-1952I09if9 1'1:oo:oo-I -1952109/19 16:00:00-3 0.527 -72.32%-o.f 845 -1966/ozmi oo:oo:oo 1-1966/02/25 OS:OO:OO 0.527 ~----· 6 72.41%- 846 1971/04/26 04:00:00 T971 /04/26 06:oo:oo 3 0.527--72.49% ·-847 1975/03/14 01 :00:00 1975/03/14 03:00:00 3 0.527 -· 72.58% 848 2002103/17 20:00:00 200210:3718 03:00:00 8 0.527-··72.66% 0.1 849 2002/05/20 22:00:00 2002105/20 23 :oo :00 2 0.527 72.75% ,0.1 --850 ---1953/01/0S 14:00:00 --1953/01/0810:00:00 45 o.5oa·-72.84%-I~:F~~ -· 851 ----1960/1210207:00:00 196071 2/03 05:00:00 23 0.506 72.92%- 852 . --1958/02113 00:00:00. -1958/02/13 07:00:00 8 0.503 73.01% -· 'o.i ___ --853 i -19557ii /17 05:00:00 -1955/11/17 18:"00:00 -14 0.502 73.09'/::-0.1 854 -1965/11/25 07:00:00 1965/11/2513:00:00 7 0.502 73.18% 0.1 -855 t --1962/02/24 19:00:00 -1962/02/25 00:00:00 6 0.501 7326'/o--0.1 856-I ·· 1963/0371-5 oioo:oo-1963/03/15 07:00:00-5 0.484 r 73.35% ··~ - 857 2002104/15 07:00:00 2002104/15 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'/~ 10.1~---- 859 1955/04/26 09:00:00 1955/04/2612:00:00 I 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 -2062/09/29 11 :00:00 2002!09/29 20:00:00 10 o.477" 73.78% ·ox--- 862--1969/05/65 o8:oo:oo-1969/05/os -12:66:oo --29 o:476 -r-73.8S0k---0.1 863 1998/05/o5 T:l:oo:oo--( i998/05/o6 2o:oo:oo -32-. 0.473 --73.95% ·~-;Qi 864 1965/07/29 19:00:0<) 1965/07/29 23:00:00 5 0.466 74.04% fU-865 1964/01/1814:00:00 1964/01/18 21:00:00 1 8 0.432 74.12% 1 -866 1972712!07 05:00:00 1972/12/68 21:00:00 41 0.432 74.21% 0.1 --867 T%6/oi/27 04:oo:o6 1966/o172715:oo:6o 12 0.431 74.29% 0.1- 868 . 1975/0f/30 1:3:00:00 1975/01/30 18:00:00-6 0.431 74 38%-Jr ---- 869 1971/12/07 00:00:00 1971/12/07 o3:oo:oo-4 0.428 ---74.46% 0.1 8io 2000/01/2511:00:00 2000/01/26 TB0oo:o6 · 32 0.428 74.55% !0.1 871 1951/12101 21:00:00 1951/12/02 03:00:00 7 0.426 74.64% 0.1 872 ---1963/11/06 13:00:00 -1963)11/0617:00:06 5 0.422 -+ z4 72% -__ faT 873---1974/02119 17:00:00 1974/02/19 19:00:00-3 oA2T l-74.81% 0.1 874 1952112117 06:00:60 -i 952112i17TS:oo:6o--T1 0.419 74.89°/o - -0. i 875 1953/11120 06:00:00 1953/11/20 08:66:00--3 0.419 74.98% '0.1 876 1956/04/26 16:00:00 I 1956/04/27 09:00:00 18 0.419 75.06% 0.1 --877 -1963/10)18 01:00:00 j -1963/10(19 00:00:00 24 oAT§ 75.15°/~ -T1 878 1965/04/12 23:00:00 . 1965/04/13 01 :00:00 -3 0.419 75.24% --1o.1 _ 879 1973/03/04 03:00:00 1973/03/04 04:00:00 2 0.419 75.32% 10.1 sao 1961/03/15 09:00:00-. 1961io3/1514:oo:oo -6 0.415 15.41% -0.1 881 1972110/17 o2'oo:oo --1972110/17 05:00:00 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 ""1963/04/1420:00:00 I 6 0.402 75.66% ·-D.T 884 1954/07/13 04:"60:00 1954/07113 o6:oo:oo 3 0.389 75.75% o.1 11/3/2015 9:28AM 19/26 Excel Engineering peakFiowStatisticsPre.txt Rank , S1art Date End Date Duration 1 Peak Frequency Return Period 885 +=1955/121040500:00 +---1955/12/0411:00"00 7 j . ..Qd58 ---h-75.84% ~- 886 --!965/12121.23 00:00 +-__ _!965/12/2211:00:00 ----1:3 ~-. 0.357 -. . 75.92%. ~ .. 1 - __ 8l!Z___ _ 2001/12120 14.00:()()__ , _ 2001/12121 20:Q.G.QQ__ ___ :3.1 _ 0.355 76.01% 0.1 888 2002112129 13.00:00 2002112129 20:00:00 8 . t --0.355 --=~ ]§.09% =-0.1_--= --88_9 __ t 2003/01/2013:00:00 1~03/01/20 20:00.00 -8 0.354 : 76.18% ,0.1 890 1958/01/30 12·00:00 F 1958/01/30 14:00:00 3 0.351 76.26% l.1 891 ±=' 1965/01/07 08.00:00 1965/01/0711:00 00 ~ --4 -. 00 .. 335419 -=f ... 7766 .. 3454°0;;00 ·. .00 .. 11 ··. 892 1964/02115 06.00:00 ---,g647027f5ffi~ -6 " 893 1951/1111223:00:00 -1951/11/1303:00.00 -~ 5 -0.346 ---76.52% . ():1- 894 1960/03/280o:oo:oo 1960/03/2806:oo:oo 7 _ 0.337-= . · _ 76.61%. :o.1 ----a95 1961/03/28 oo·oo·oo 1961/03/2817:oo:oo 18 0.337 76.69% 10.1 896 2003/03/22 13:00:00 ~ r 2003/03/22 20:00 00 8 _ __Qd3 ·--i _ 76.78% ).g.1__ .. -8.97.· .I::: 1971/05./.0716.00:00 .. ·. .· .· 1971/05/07.23:00 .. 00 .. ·. . -ll -0.32_1. --.. +.'-. 76.86% ~· 0.1 __ 898 ---l 1955/04/18 08:00:00 _ _ 1955/04/18 1o:oo:oo. · L_.. 0.32 , 76.95% 0.1 899 ----j 199211210311:00:00 1992112/04 10:00:00 24 ----o:282 --. 77.04°/o . 0.1 -9o6 ,--19957121~-o--1995/12/131o:oo:6o-·-10 -o:282 L-----n:12o/~ o.i 901 1998/04/1513:00:00 1998/04/1519:00:00 ··~ 7 0.282 _____lL?1"&._ 0.1 --·-----oo2 2003/1210710:00:00---2003/12IOBOi:OO:OO .. -16-0.282 - -]7.29% _)0.1 -- -903--2004i121o8 o4:oo:oo . ·~oo4i121o8 o9:oo:oo--·-6 o.282 77.38% o.1 ~· . -1957/01/2404:00:00 -r· 1957/01/2422:00~-·--19 0.281 --r 77.46% 0.1- 905 · -1971i01/02o6:oo:oo ---T971/01/0211:oo:oo ·· --6--o:281 77.55% o.1·· -9~ . -.2004/01/02.17:00:00 ----. 2004/01/03 15:00:00 . .. -.. 23 0.281. . 77.63% 907 +-1968/1211105:00:00 ---1968/12/111Q:OO:OO. I--· 6 __ 0.28 -~ -77.72% 0.1 908 1971/1211303:00:00 1971/12/1307:00:00 5 __ .Q_2_8_ f 77.81% -0.1 909 .. ---1993/12114 i6:00:60 1993/12115 08:00:00 r--17____ 0.28 -77.89o/o 0.1 910-2004/01/28 02:00:00 -~· """''"'"'.""" . . -.-•. ..----..,,.-j ----9-11-~ 1996/01/28 04:0o:oo ---f 1996/01/28 07:0o:oo -· .· 4 -o.279 ~-78 ~ o.f - ~ __L_ 1998/1210±00:00:00 1~0~--2fj ____ . -0.277 7815% 0.1 91:3__ ( 1965/01/20 03 OO:QQ__ 1965/01/20 08:00 00 . ·--Jl l-0.276 -~ _ 78 2:3"/o 0.1 914 '1968/121200900:00 1968/12/2012:00·00 4 0.276 I 78.32"/o 0.1 _915 :.· 1994/0212011:00:00 _!gg4/02121 07:00:00 1 = 2,1-=-...:::---_ 0.27§:' _ 78.41°/o ___;Q.1 _ 916 1994/12113 05:00:00 1994/12113 07:00:00 3 0.276 78.49% 0.1 917 19s270i707o3·oo·oo i95270fi08 11:00:00 33 --0:275 78.58% ·--o:1 918 1957/11/0403:00:00 ~_1957/11/0411:00.00 _fl ~-0.275 78.66% 0.1 ~·· 1993/11/2213:oo:oo ._J__ 1993/11/23o4:oo·oo ____!§ __ ·o:vs-, -?s:?s% o.1 -920 -+. I 1995/11/01 05:00:00 1995/11/01 21:00.00 17 0.275 --r----·78.83% ~·· . 921 -~-· -2003/11/0104:00:00 -2003/11/0110:00:00 ---7---~· -o.vs--·-~2% 0.1 922 ' 2005/0210702:00:00 2005/0210707:00:00 ---6 ----. 0.271··---. 79.01%-10.1 923 1999/0210919:00:00 1999/0210921:00:00 3 0.27 I 7909% '01 --: ~~ T-~~~ . ~~;;;~~;~~~ ~ ¥-= ~ -=-~-&~~ .. [ i~-~~ ~~:;=-- 926 1994/1!f.16 o8·oo:oo __ }-1994/11/161o:oo:oo. -. - 3 o.269-_::c_ 7~.35%. __ r:·1 __ --927 2003/11/16 00:00:00 2003/11/16 09:00:00 1 0 0.269 ' 79.43% 0.1 -928 -1962102126 09:00:00 1962102/26 12:00:00 -4 1 -0.268 79.52% -0.1 929 2001/1211414:00:00 I 2001/1211419:00:00 6 0.266 79.61"/o 0.1 -930 -r--2oo17i273lfi<Eoci:Cio--'20i\1i1213o 19:oo:oo___ --6 - _ ·o.266 79.69%-.o.1- S31--·j 1957/11/1601:00:00 --1957/11/1623:00:00 --~ I 0.264.. 79.78% -·~ ··~ 11/3/2015 9:28AM 20/26 Excel Engineering Rank 932 933 934 935- -936- 937 938 939 940 941 942 943 ---944- -945 ---946--·w-- 948 949 950 951 952 953 954 955 956 957 958 959 960 -961 ---962--- 963- 964- 965 966 967 968 969 970 971 972 973 -974 975 976 977 978- Start Date End Date 1992/10/23 06:00:00 1992/10/23 09:00:00 1992/10/30 16:00:00 1992/10/30 20:00:00 -1998/01/13 14:oo:oo -199870fii3T9:oo:oo 1998/01/19 14:00:00 1998/01/20 17:00:00 2005/03/18 20:00:00 i 2005/03/20 04:00:00 2006/03/17 18:oo:oo t 2006/03/18 o8·oo oo 1999/03/1111:00:00 1999/03/1115:0000 -2006/03/06 23:00:00 - -2606/03/07 02:00 00 - ---1953/03)26 02:00:00 -~ 1953/03/20 11 :00.00 -1999/03/07-o1 :oo:oo 1999/03/07 05:00:00 2ooTJo4i2o-i3~oo:oo - -26o1/04/2113:oo:oo- 19721o9/o6 01 :oo:oo 1972/09/06 06:oo:oo ~-6/04/1 0 13:60:00 -J. 1956/04/11 13:00:00 1995/05/13 06:00:00 1995/05/13 09:00:00 1962/06/15 00:00:00 1962/06/1513:00:00 1997!02/27 16:oo:oo-1 1997102127 22:oo:oo __ _ 1992i08i13 16:00:00 1992/08/13 19:00:00 --1995/07/1GOB:OO:OO --1995/07!1610:00:00 ----2002/11/29 14:oo:oo --2oo2111129 1s:Oo:oo 1953/01/i3Ti:oo:oo --1953/01113 23:oo:oo 1955/12/06 23:00:06 -1955/12/07 03:00:00 -i970io1iiT15:oo:oo ------1970/0i/12 08:oo:oo 1967/01/30 23:00:00 1967/01/31 07:00:00 19557127o118:oo:6ii ---19557T21o2 oo:oo:oo 1956/01/2015:00:00 1956/01/21 00:00:00 -1962/12/18 07:00:00 -1962/12/1810:00:00 --1972/Hio8 01 :oo:oo -1972111108 o5:oo:oo- 2002/01/28 03:00:00 2002/01/29 08:00:00 -1962/o3/29 as:oo:oo--1962io3/29 o9:oo:oo 1955/11/21 09:00:00 1955/11/2117:00:00 1975/10/07 05:00:00 1975/10/07 09:00:00 1956/10i231TOO:OO------1956/10i2313:ll0:00 1964/03/31 16:00:00 1964/04/01 10:00:00 2002/04/26 09:00:00 2002/04/26 14:00:00 1973/03/21 20:00:06 1973/03/21 22:00:00 1952/04/28 o:J:oo:oo -1952/04/28 08:00:00 1953/04/2918:00:00 -1953/04/30 05:00:00 -2000/01/31 15:00:00 --2000/0i/31 19:00:00 1953/04/21 20:00:00 1953/04/21 22:00:00 ---1957103/0915:oo:6o -1957/03109 22:oo:oo- --1975/02714 02:00:00 --1975/02/14 07:00:00 1964/01/14o9:o6:oo 1964/01/14 T4:oo:ilo 1969/02/15 Ts:occoo 1969/02/16 oo'oo:oo 1969/11/1sos'oo:oo -1969/11/1521:oo:oo 1959/11/01 20:00:00 1959/11/01 22:00:00 1964!06/09 o7:oo:oo 1964i06i0913:oo:oo 1966/03/02 05:00:00 1966/03/02-0S:OO:OO 11/3/2015 9:28AM l Duration 4 5 6 --28 ---33 15 5 4 10 5 15- 6 25 4 14 -7 4 3 6 7 5 -18-- 9 i- 10 4 5 30 4 9 -5 3 19 6 -3 6 12 5 3 8 6 6 9 13 3 7 5 Peak Frequency Return Period 0.263 l_9_.86% ___ j_QJ_ - 0.263 79.95% 0.1 0.263 80.03%--0:1 -0.263 80.12% --0:1- 0.263 80.21%--0:1-- ~:~~! ~---_ fT~--~Ji~ ~ ~--==-~-0.26 80.55% '0.1 6.255 - -80.63'1~ · o.i -------- 0.255 T so.72% o.T 0.254 80.81% 0.1 --0.251 -80.89% ~ -0.248 - --Bo.98%-]Q} --0.242 81.06% 10.1 ~:;~! ---: ~-_-_ ---_ -~~ :~;;. ~~--m_~--T-----023-7 81.32% !Q.1 -+ 0.223 ---81.41% :o.1 II --0.205 --81.49% ---Cl.i - -0.203 -____ -~1.58% ----10.1 ____ _ ~:~: ------~~~~: 1~:~-0.201 81.83% ~-1 ---g]g~ r· ----~--~~:~~;. ~ i ~: ~ 1 o.199 ----B2.oso;. oT li 0.199 82.18% 0.1 o.19S - -82.26% -o.T- +---o.i94 -82.35%----o.1 ---0.188 -82.43%_~=~- 0.181 82.52% JQJ_ 0.176 -~'-82.60%-_-_-ro_.1_ ----0.166 82.69% 0.1 -0.165 -82.78% ---Q.-1 o:1!i1 --82.86% '0.1 0o\5Z --:--=~~-%~~;~ !~: t 0.138 83.12% 0.1 o.13i ---83.2ooJ, ; 0.1 - 0.122 ---83.29% :o.1 o:m ---o:i 0~118 ;QJ 0.117 10.1 0.116 0.1 0.1 0.1 peakFiowStatisticsPre.txt 21/26 Excel Engineering peakFiowStatisticsPre.txt ... ··~ 11/3/2015 9:28AM 22/26 Excel Engineering Rank Start Date End Date 1026 I 1999/03/04 01 :00:00 1999/03/04 02:00:00 -1027 ~ --1999/04/08 23:oo:oo --1999/04/09 oo:oo:oo- 1628 ---1999/0S/23 01:00:00 I 1999/05/23 02:00:00 1629 ___ --1999/07/0519:00:00 -t~-1999/07/05-20:00:00 1030 --1999/09/21 08:00:00--1999/09/21 09:00:00- 1031 1999/12/10 04:00:00 1999/12110 05:00:00 -1032 2000/04/14 21 :00:00 -2000/04/14 2-2:00:00 - - 1033 2ooo/04/2119:oo:oo --~/o47212o:oo'oo 1034 - -2000/09/0714:00:00 -2000/09/07 15:00:00 1035 ------2ooo/fo1o4 08:oo:oo ~~ ~ ~ 2000/10/0~4 5_9:oo:oo 1036 -2000/10/06 14:00:00 -2000/10/06 15:00:00 1037 1 2000/10/11 07:00:00 2000/10/11 08:00:00 ~--1~0~3!0813~ --~= -2oo1!o1724T1Jj(foo ~ 2001/o1i25 o2:oo:oo ~ 2001/05/29 23:00:00 -2001705/30 00:00:00 ~ --2003/07/30 OB:OO:OO ~ . 2003/07/3009:00:00 1041 . 2003/08/20 22:00:00 ---2003/08/20 23:0000 - 1042 2003/12117 10:00:00 ' 2003/12/17 11 :00:00 1043 2004101Ti9 07:00:00 -t·--2004/0ili!l OS:OO:OO 1044 2064/01/25 02:00:00 2004/01/25 03:00:00 1045 ----+---2004/0S/1910:oo:oo 2004/06/1911:00:00-- 1046 J --2004/11/o8 o?:oo:oo --20-04111/08 o8:oo:oo-- 1o47 1 --2004/Hmi1o:oo:oo ' 2004/11i1211:06:oo- 1048 ! 2004/11/29 22:00:00 2004/11/29 23:00:00 1049 -----2605702125 07:00:00 2005/02/25 08:00:00 ----f55o 2005/04/24 -13:oo:oo --1+ ---2mi5/04/24 14:oo:oo---· ~ ~--1 o5i 20o511 0/25 oe:oo:oo --- -2oo57i-Oi25 o7:oo:oo -1052 2006/01/30 08:00:00 ----2006/0i/30 09:00:00 1053 2006/02/01 08:00:00 2006/02/01 ()9:00:00 _ 1 , 1054 -2006704701 10:oo:oo ---, 2006/04/01 11 :oo:oo --1055 2006/05/27 o5:6o:6o -----,-------wD6I05!27 o6:0o:oo -,- 1o5e ---2006/08/04 o4:oo:oo-2oo6/08/04 o5:oo:oo ~- 1057--. 2007/03/21 05:00:00 --200i/03/21 06:00:00 1058 2007/03/27 OS:OO:OO -I 2007/03/27 06:00:00-- 1059 2007/09/28 06:00:00 2007/09/28 07:00:00 -1 o6o 1969/02128 19:oo:oo ---~ -19e9i62i28 21:oo:o6 1061 ----1974/04/01 iFOO:OO ~ ~ 1974/04/0201:00:00-- -1()62 -1998/04/07 14:00:00 -1998/04/07 18:66:00 106:3 ~ --1998/04713 14:00:00 1998/04/13 18:00:00 - 1064 1963/05/31 23:00:00 1963/06/01 03:00:00 1 o65 ---T959/1oi27 11 :oo:oo 1959/1 0/27 f3:oo:oo ---1066 1960/06/2316:oo:Oo 196o/06/23Ti:oo:oo --10s? 19B0/121o8 18:oo:oo --196-o1121o8 20-:oo:oo iQ§B -----; 1962/03io2 23:oo:oo 1962103103 01 :oo:oo 1069 1962110/14 19:00:00 ---1962110/15 01:00:00-- 1070 1963/04/21 02:00:00 1963/04/21 04:00:00 1571 1966/02110 16:oo:oo - -196eio2!10 17:oo:oo 1672----1967/04/24 o9:oo:6o -1967704/24 1o:oo:oo 11/3/2015 9:28AM Duration 2 2 2 2 2 2 2 2 2 2 2 2 is 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 5- 5 5 5 3 2 3 3 7 3 2 2 peakFiowStatisticsPre.txt Peak Frequency Return Period 0.076 ' 87.92% 0.1 -oJJ76 ~--88.00% __ 0.1 __ _ im --j--~~::!~~:-~~ti -- 0.076 l -88.35% jQJ__ __ _ ~_g;!--1 : ~~~ -~ f 0~076 ---88.69% 0.1 - 0.076 ---88.77% -0.1 0.076 +--88.86% ___ 0.1 ~:~~~ 1--:~:;;~ -~:~- -g:~~~ --! :~~~~~-~~: ~ ---==--- 0.076 89.29% (0-1 0.076 ~ 89.37% 0.-,------ 0 .o76 ---s9.46% -ll.T- 0.076 ---139.55%-0.1 f:~~~ -~-:~:~;~ ~o~: ~~ 0.076 89.80% 0.1 0.076 89.89% -0.1 0.076 --89.97% 0.1 0.076 ----:-~ -90.06% --0.1 ~:~~ --i -:~:~;~ --~:~ -o.o7s --l 90.32% ~a~ 0.676 -t -9040% --*+ ----- ~:~if ~~:~?~ -~--~ -~ ~_ ----~- - -O.o7S --90.66% ---0.1---~ ·II~ ~~-1~=-~~- 0.058 91.17% ·0.1 0.057 , 9126"Jo f 1 __ _ 6.657 -~-~ ~j-91.35% ~ o:o57 --. 91.43% - -0.057 91.52% 0.1 0.057 91.60%-·0.1 0.057 91.69% 0.1 0:057--91.77% -0.1 0.057____ 91.86% ---0.1 23/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date 1 Duration Peak Frequency , Return Period 1073 1967/04/28 09:oo:oo I 1967/04/29 oa:oo:oo ~ 24 , _ _____Q,Q57___ 91.95% j'o_._1 ___ _ 1074 , 1967/08/3101:0o:oo __ j __ .1967-/08!3102:00:00 .. _-_=-·· 2 --=_-r=I __ Q,Q§Z.___~ 92.03% :,0 0 ._11 __ .:: 1Qi5 ----==---1967/12116 04:00:00 1967/12/1617:00:00 14 0.057 h 92.12% 1076 1968/03/13 17:00:00 ~8/03/13 22:00:00 --6 0.~ 92.20% -o:r--1077--196B/07/2B06:oo:o~-196a16mao7:oo:oo ___ · -2-----o:o~ 92.29% ~ 1078 1968/11/04 o3·oo:oo 1968/11/04 04:oo·oo 2 I o.057 92.37% 0.1 1079 . 1968/11/30 19•00:00 1968/11/30 22:00 00 --~-4 I ---o.o57 -92 46% 0.! --1080 --1971/05/29 06 00:00 1971/05/2907:0000 -, -2-- -0.057 --9254% 0 1 ------wii1 -1972105/18 23.00:00 _1972105/20Q_5_:00:00 -t ---31-- -~-0.057 -92.63% 0.1 1082 1973/01/0413:00:00 _1973/01/04 14:00:00 __ _ ___ _g -~ 0.057 I 92.72% 0.1 1083 -1974/01/2016:00:00 1974/01/20 23:00"00 8 0.057 -r--92.80% 0.1 1084 1975/05/20 o2:oo:oo 1975/05/20 09:oo:oo a t o.o57 92 89% 0.1 -1085 ---, --1975/06/17 05:00:00 197570611806:00:00 -26 -0.057 • 92.97'/;;--0.1 -- -!()!!L__' 2002101/25 ()1 :00:00 -:-2002101/25 02:Q():()()__ 2 --_0.057 t-_93.06% ()._1 __ --:.._ __ _ 1087 f 2002103/01 06:00:00 ' 2002/03/01 11:00:00 6 0.057 93.14% 0.1 1088 .--2002103/07 08:00:00 -~--2002103./07 23:00.:00 --• 16 0.057-93.23%-0-.1--- 1089 =i-2002103/23 05:00:00 2002103/24 00:00:00 20 I 0.057 93 32% 0 1 _ ioso-_ 1951/09/28 03:oo:oo ---1951/09/29 o4:0o:oo------:-26--1 -=-Q.,05!--=-_ --93 40% ~ o.i ----=-=- 1091 ' 1955/01/0610:00:00 1955/01/06 12:00:00 3 0.054 93 49% 0.1 -1o92 ·· \ 1969/01/3o23:50:00 ,---1-969!l>i73fo3:oo:o_o_l s----o.o~ 93.57% o:T--io~--1970/03/10 08:oo:oo --' 1970/03/10 1o:oo:oo 1 --3 -o.o54 --93.66% ~-- 1094 1973/01/3014:00:00 ----1973/01/3016:00:00 -3 0.0~--93.74%--~- 1095 1998/06/1215:00:00 1998/06/1218:00:00 4 0.054 93.83% 0.1 ---1096 -----=--1998/06/1615:00:00 -; ------,-gga/06/1618:00:00 . -4-:---O.o54 ----f 93~ ·a..,. ------- 1097 2000/01/011S:OO:OO '~/01/0217:00:00 . ----ZT ---r--0.054 -94.00% ------o:1-------- :::: I :::::;:::::: I. :::='~:::~::--~ -': -i-=-::;:= :::~ -r------------ __ 1100 _ 2003/05/0715·oo:H-o _ 2003/05/0718:oo·o()_ ---1 4 ___ QJJ54 _ _ 94,gG"'o__ 0.1 1101 --=r=_ 2003/06/23 15:00:00 2003/06/23 18:00 00 --4--0.054 94 34% 0 1 1102 __ 1961/1211_4: 1o:oo:oo _ _1_96i7127141a:oo:oo 1____:__ 9 -o.052 :::-94.43°& :-0.1 1103 1967/06/13 01.00:00 1967/06/13 06:00:00 6 0.052 94.52% 0.1 ~ 1971/05/06 02:00:00 -197170570607:00:00 6 0.052 -94.60'/~ ------o.T--1~ • 19521o2111 22:oo:o0 · T 1952102/18 o5:oii'"oo--a· r--~-94.69% OT--- 1106 , 1952103i1901:oo:oo I 1952103/1906:oo:oo 6 1 o.o3a 94.77% 0.1 --11~( 1953/06/18.10:oo:oo r---1953/06/1811:0o:oo ---2 -o.038 G 94.86o;;----o~T ---- 1108 -~-. 1956/01/2309:·0-0:00 __ ~ _ 1956/01/2314:00:00. _ ._-_ , .... -= ...... r,-~ 1109 -----i-_ 1956/10/04 08:0():()Q__ __ ~ 1956/10/04 10:00:00 . _3___ _ 0.038 95.03% 0.! ___ _ 1110 ' 1957/11/0514:00:00 1957/11/0516:00:00 3 ' 0.038 95.12% 0.1 1111 1958/11/1523:00:00 1958/11/1600:00:00 2 0.038 95.20% 0.1 ffi2--1959/06/28 03:00:00 . -1959/06/28 04:00:00 --2 --0 038 ---95.29°/o ~-1 ----.,-1-13____ 1960/0211902:00:00 1960/02/1903:00:00 ---2 ---0.038 -9537% --0.1 1114---1961/11/3013:00:00 ----r----1961/11/3015:00:00 ---3 0.038-' -95.46%-0.1 f1-15--1 196210211209:00:00 -196210211210:00:00 -i --2 -t-0.038 • -95.54% 0.1 ffi6 ___ 1 -1962105/26 02:00:00 1962105/26 03:00:00 - 2 1 0.038 95.63% --().1-- 1117__ __ _'_ 1963/01/3122:00:00 -1963/0210101:00:00 ---4 I ___ 1),03_!3__ ~5.72% IQJ_ __ 1118 1964/11/1200:00:00 1964/11/1204:00:00 5-' 0.038 95.80% 0.1 ----,-,-,-g 1964/11/2612:oo:o6___ 1964/11/26 fs:oo:oo 4 ---, -o.o38 --95.89% 0.1 11/3/2015 9:28 AM 24/26 Excel Engineering Rank Start Date End Date 1120 1966/11/2100:00:00 1966/11/2101:00:00 1 ffi -+---1967/03/04 O!Foo:oo --1967/03/04 12:oo:66 ~;~r ~~~~~~6 ~:~~:~~_-____ + 1 -~:~~~~;}n~:g~:gg --1124 -1975/03/31 1T0o:oo---1975/04/01 o4:oo:oo- 1125 2001/04/0417:00:00 2001/04/0418:00:00 1126 1-952!06/06 09:00:00 -1952106766 11 :00:00 - 1127 i 1955765/24 10:00:00 . 1955/6572505:00:00 --~--i 1962103/16 23:00:00 - -1962/03/1702:00:00 ---1129-I 1963/05/28 o1:oo:oo 1963/05128 08:oo:oo 1130 196471272316:00:00 1964/12723 18:00:00 1131 1967/07/26 19:00:00 1967/07/26 21:00:00 ---1132 1968/07/07 02:00:00-1968/07/07 04:00:00 1133 -. -1969to67io 1o:oo:oo 1969to6t1o 12:06:oo 1134 1135 1136 + 1970/01/14 19:55:00 -1970/01/14 21:00:00- 11:37 1138 ---1139 --,-140 1141 1142 --T143 - Ti44-·ms-- -1146 - 1147 --1T48 fi49 ·mo 1 t51 1152 1153 ---1154 1155 1156 1157 1t~L-" 1159 . 2oootoi71616:00:00 2ooo701t16 18:oo:oo 2001/02110 16:00:00 2001/02/10 18:00:00 1951/09/30 05:00:00 1951/09/30 05:00:00 1951/10/01 06:00:00 1951/10/01 06:00:00 1951710/13 06:00:00 1951/10/13 06:00:00 1955)05/07 11:00:00-1955/0-576719:00:00 -1955/05722 i 6:o6:oo - -1955to5122 13:oo'6-6 1959/05/26 17:00:00 1959/05/26 17:00:00 1959/12108 os:oo:oo 195st12to812:oo:oo- 1963to3t23 o9:oo-:oo -1963to3t23 11 :oo:oo- f964to4t19 12:oo:6o 1964104/19 12:oo:oo 1965/06125 08:00:00 1965!66725 09:00:00 1966/02102 00:00:00 1966/02/02 06:00:00 1967/05/10 06:00:00 1967/05/10 07:00:00 --1967/09/18 2o:oo:oo -1967109118 21:00 oo -- 1008/02110 01 :00:00 -1968/02/10 02:00:00 1968103717 02:00:00 1968/03/17 02:60:00-- --1968/05/21 06:oo:oo 1968/05/21 O!l:oo:oo 1969/12122 04:00:00 1969/12/22 04:00:00 1970/06/12 20:00:00 1970/06/12 22:00:00 1974/11/21 15:00:00 1974/11/2119:00:00 1997/12121 17:00:00 1997/1212217:00:00- 1998/01/1617:00:00 -1998/01/16 17:00:06 - 1998/03/0917:00:00 1998/03/09 17:00:00 1 998to5to8 17:oo:o-o i998i05to8 17:oo:oo i1so 2001/04/1217:oo:oo -2001/04/12 17:00:00 2001 )TI/0417:00:00 2651/12/23 11:oo:oo- 2oo2to1to317:00:oo 2003/03/04 17:00:00 2003/0411717:00:06 2003/04/23-17:00:00 --nsT -2001tttTo417:oo:oo 1162 ------2001/1212:3 17:00:00 1163 ---20021o1t0317:oo'oo - 1164 t 2003/03/04 17:00:00 1 iss -26o3to4t17 17:oo:oo --nss 2oo3764723T7:oo:oo 11/3/2015 9:28AM 1 ! Duration 2 4 3 4 18 2 3 -20 4 8 3 3 3 :3 3 3 3 j 1 1 9 4 1 4 :3 j 2 7 2 2 2 1 4 1 3 5 25 Peak 0.038 0.038 o-:-o3s 0:638 0.038 0.038 0.035 6.635 0.035 0.()35 0~035 0.035 0.035 ---0.035 0:035- 0.035 0.035 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 o.o19 o.oi9 0.019 --0.019 6.019 0.019 o.o19 0.019 0.019 -oms 0.019 0.019 0.019 0.019 0.019 0.519 0.019 0.019 0.619 Frequency , Return Period 95.97% 10.1 ------96.06%--_jQJ_ --- :~:~~~; ---~0:_111_ --96.320/~ 1?-T 96.40% -__ JQ,1 9().49% -lQ, 1 96.57o/o. ___ JQ,! 96.66% 10.1 96.74% -([j 96.83%-0.1 96.92% 0.1 97.00% -iiQ_o._!t 97.09°/o 97.17% lo 0 --:--_t 1 -- 97.26% 97.34% 0.1 __ 97.43% _ ,o.t 97.51% !0.1 -97.60% -'o.1 9i69% --0.1 97.77% ·a:1 97.86% :0.1 97:94% ----:a.t 9s.o3% ---·a.t ~!:~~~: ---~~~: 1 98.29% 0.1 ---98.37% ,():1 98.46"!; --a:i 98.54% --*1 98.63% J-N 1 9871% ~~-; 98.80% tOJ. 98.89% JO.t ---98.97%--'0.1 99.06%-0.1 99.t4o); 0.1 99.23% 0.1 99.31% ---0.1 99 .40°fo --:Q.j -99.49% :o --99.57%---·o 99GG0/o 0 99.74% 0 99.83% 0 99.91% -0- peakFiowStatisticsPre.txt 25/26 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency ·End of Data----------------- ----~~~~~~~~----------------------------------------------------------------------------------------------------~~~----~· 11/3/2015 9:28AM 26/26 Excel Engineering SWMM.out file name: Q:\14\14100\GPIPIGP1\SWMM\OutFall A\14100-MIT-A.out SIJVMM.out ti_llle starr'!" 11/2/2()15_~_:09:54 PM OHl: 4.836 os: 3.256 - 02: 2.415 Peak Flow Statistics Table Values Rank Start Date End Date --1 1 1995/01/03 09:00:00 1995/01/1411:00:00 ! 2 1980/01/28 oi:oo:oo -----T98o/02ioio7:oo:oo - 3 -197a7o2127oa:oo:oo-197B/03Jos 19:oo:oo 4--1968/03/07 23:00:00 1968/03?1 0 10:00:00 5 1969/02/18 09:00:06 1969/02/27 18:00:00- 6 2008/02/20 12:00:00 2008/02/25 23:00:00 7 2003/02/25 06:00:00 2003/03/01 04:00:00 8 2604/10/27 03:00:00 2004/10/30 00:00:00 9 -1965)11/22 06:00:00 -1965/11/26 07:00:00 -10-1958/02103 05:00:00 1 9s8/o27oe 13 :oo :oo 11 1986Jo2?i3 1 o:oo:oo 1986/02118 01 :oO:Oo 12 1982/03/14 15:00:00 1982/03/20 11 :00:00 13 195-2/01/13 05:00:00---I 1952101/20 04:00:00 14 -1980/02/1314:00:00--1980/02/23 04:00:00 15 --2005/02!18 06:00:00 -2005/02/25 13:00:00 16 1979/01/05 08:00:00 1979/01/08 08:00:00 17 1978/02105 12:00:00 1978/02/15 21:00:00 18 1998/02114 07:00:00 1998/02/26 11 :00:00 19 1980/03/02 21 :00:00 - 1 ---1980/03/0810:00:00 20 1998/02103 07:00:00 --1998/02!1 0 19:00:00 -l 21 ---1977Jo8716 18:oo:oo -1977/08/19 21 :oo:oo --1 22 "1991/12/28 04:00:00 -1992101/01 01:00:00 23 1962101/2014:00:00 1962101/23 22:00:00 24 i 966/12763 07:00:00 I -1966/12/08 20:00:00 -25 -197B/01i1417:oo:oo 1978/o 1120 22 :oo :Oo - 26 -1996/11/21 16:00:00 -1996/11/24 02:00:06 27-1993/01112 21 :oo :oo 1993/01/20 12:00:00 28 1958/03/31 02:00:00 1958/04/09 12:00:00 29 2004/10/17 08:00:00 2004/10/22 14:00:00 30 -2006/10/29 23:00:00 -2oooJ11161 o6:ob:Oo 31 1954/02/13 17:00:00 1954!02116 oo:oo:oo 32 1991/02/2719:00:00 "19§1763/03 08:00:00 33 j 978/01/03 20:00:00 -1978/01/07 22:00:00 34 1995/03/11 02:00:00 1995/03/13 22:00:00 35 2003704/14 56:00:00 2003/04/17 00:00:00 -i 36-2005/01/07 09:00:00 2oosJ01i13 o4:oocoo- 37 1952111/1416:oo:oo--1952111/18 04:60:00 t· 38 ---1970/12!17 01 :00:00 -1970/12/23 07:00:00--- 11/3/2015 9:28AM peakFiowStatisticsPostMitigated.txt Duration Peak 1 Frequency -!Ffeturn Period -- 267 17.664 0.12% !sa -To3 7.893 -I --0.25% 29 180 6.358 0.37'0/~-"19.3 60 --6.045 0.49% 14.5--- 226 4.929 --1 0.62%--pu 132 4.819 0.74% 95 4.253 ~-0.86% 19.7 ,8.3 70 4.089 6.98% 17.3 98 3.954 f 1.11% 1"6.4 --=-----81 -3.663 -1.23% 5.8 112 3.264 1.35% -5.3- 141 3.251 --1.48% ~--168 3~231 1.60% ~= 231 3.224 1.72% 176 3.166 -1.85% !3.9 73 3.119 1§70;~ --3.6-- 250 3.066 2.09% 3.4 293 2.939 2.21% 3.2 134 i ---2.859 2.34% Tf 18T j 2.867-2.46%--:2:9 76 2.734 2.58% t#-94 2.733 2.71°/; 2.6 81 2.682 2.83% 2.5 134 2.588 2.95% 2.4 1so --2.587 3.08% 2.3 --59 2.564 --~--H~~--fH 184 2-:557 227 2.477 3.44% !2.1 127 2.475 3.57% 2 56 2.301 3.69% 1.9 56 2.275 3.81% "1] 86 2.274 3.94% -[1.8 -- 99 2.247 4:o6%-1.8 69 2.225 4.18% 1.7 67 2.202 4.31% ;u -14o 2.155 i-4.43% !1.6 85 2.151 4.5S0/o --1:6 I 151 2.136 4.67% i.s 1/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period ~---~ . 1980/01/0904:00:00 =-t-·. _ t980/0_1/1419:0o,o_Q __ -+--136 I 2056 ---i _4.80% _ ___11_,§__ iQ_____ _ 2007111/3o o9:00:()()_ 2 2o 0 o 04 7t 10 12 2 / 1 o 2 2 8 2 0 2 7 :_ 0 oo 0 :. 0 oo 0 __ 1 _ _ 62 _ -_--:::::::2:651 4.92% _ _lt_,L__ 41 2004/02/21 20:00:00 1~--~ 1.992 5.04% 1.4 ·;w----1971/12/22 os:oo:oo -1971/12/2923:00:oa --~--1s4 1.973 5.17% -1.4---:~ ; -=~]r _;w!;~~ ~H~;i ---~:: ~-..• -~:m _ _:_~~. -!ll~ f! · - -----;jS-t-1'99370270722-00:00 + 1993/02/10 1 ~--69 -1.872 ~ -----ssso;.;--1.3 --- 47 T-~83/12/2411.00:00:r 1983/12/2816:0gJlQ_ _--102-_ _ __ _1jll ___ -. 5_.78.% _J_.g__ _ __ 4_8-J -~3/02/11 11:00:00 -2003/02/15 10:00:00 -~--__ 1.~ 5.90% __ ___t_.g__ ----- 49 1960/04/27 06·oo:oo 1960/04/29 os:oo:oo 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% i 1.2 51_ __ 200B/01/0505.00:oo_-_ 200B/01toeoo:oo·oo __ _ -92___ 1,s1s ~--6.27o/~~=---'u _ 52 1992/02/1214:00:00 1992/02/1721:00.00 128 1.791 6.40% 11.1 ~ ~ __ _1!)63/09/17Q7:00:00 I _____1!l6:3{()9/2018:00.00 __ -l--84---~· _ --1.717 -t. 6.52Jo _1:_1--_-__ 54 1987/10/1113:00:00 1987/10/1418:00:00 78 1.714 6.64% 1.1 55 ± 1985/11/2907:00:00 1985/12/0111:00"00 53 1.702 677% 1.1 -56-==--1960/02/0122:00:00 -J-1960/02/03_23:00.00 -~___§Q_ ----=--t-1.694 r·-=_689% -j1 _5? ___ 1994/02/032300:00 ___ 1994/02/0918:00:00 ___ 1j0 -+ 1.679 I 7.01% __ 1_ 58 1958/02/1910:00:00 1958/02/2113:00:00 52 1.674 7.13% '1 ------se ---1965t11t1416:oo:oo -196571T1i915:oO:oo---, 120 ---1.655 _____ , 7.26o/. __ 1 __ _ ----so 1983/01/22 17:00:00 --1983/01/31 04:00:00 -204 1.647 -7.38% ---:.,-- ~~-\ --~::~6~;~~ ~~:gg:gg --0 -~::~6~;~! ~~:gg~g~=---~l-;; T --H~t-·--1 ~:~~;. --t ~~!-1'. ~:~~~~~~~~~~:~~ _; ~~~~6~;~~~~:~~:~~.-. --· 2 ;; ~ f···-=-~:_~~i-_·---= -~:~~~:-,~:~--~-t ------,gg7/01/1216:0o:oo l-----,g97t01/1715:0o:oo -120 -1.524-----8.oo·;~ ------:o.s 66 19B6/11/171s:oo:oo 19B6/11/20o5:oo:oo 59 1.513 8.12% 'o.e ~ -. ::~~~:::::::: . =~~-::::::~--::-!:=::::;:~;=· ::: . 1:: -___ ---- ----eg ·------,gs670471221:00:00 ------,g56/04/1514:00:00 ---6-6 -------:r:504 --8.49% 0.-8---~ -------~~:~--+ ~~~~;~~~~~~:~~:~r=--;~ -=-_[--t::~--~-~-~~~ -~:~ -__ -~ ----- 1975/04/06 Q. Q;QO:QQ + ·. 1975/0.4/11 04:00 .. :__·0. Q I ~ 1:±7Z___ _ _ _!l86o/o _ ~(),_L__ . '"'"'"'"''""'" --'"'"''"' """" -1--"-. I '"'------""""'-" ---:t::=__12_67/12/181]:00:00 -1967/12/21 13:00:00 ~ ~ ---+--1.43L_ _ _i_10%_ --0.8 -- ' 1965/12/09 09:00:00 1965/12/18 06:00:00 214 1.434 9.23% 0.8 ·--,-"""'"' """"" m "'"'""""'" -· • mm ""' n • '·"' ,. ---' -1969/02/06 09:00:0_Q_ 1969/02/0815:00:00 ~--§!S__~f-' ___ _1.4~ ------9.47%-0.8. ---- _ _j__ 1_9~ 00:00:00 1963/03/19 05:00:00 . . . ·.--~.54 . . -1.387--'.-. -.. -. !)_.5.9% ··. 0. 7_.--.. ---+-1952/03/07!)9:00:00 "-1952/03/141_7:00:00 --' __ 177 --~-1 _ _9_.72~ ---0.7 --- 2002/11/0810:00:00 _, 2002111/1100:oo~oo : __ §l___ _____ U31___ 9.84% _ 0.7 __ 2004/12/2809:00:00 f-~005/01/0608:00:00 -~ 216 1.32 9.96% 0.7 s2 --1958to3t1517·oo:oo -1s5sto3t18os:oo:oo -----6-5 --· -1.2ss --1_o.oeo;.-:a.7-- s3 1957/01/13 o5:oo:oo 1957/01/15 o5:oo:oo 49 1.289 10.21% o.7 -84 ---,--195m2728 ~ --1952/o1to112:oo:oo ----sa 1.273--10.33% :a~7----------as-' 1960/01/1012.oo:oo 1960/01t1623:oo:oo I -----,s6 1.269--10.46%--'6.-7-- "'"' ---,......,-------------------------------------------------------,.....,,---.... 11/3/2015 9:28AM 2/18 Excel Engineering Rank Start Date End Date 86 j 1963/02/09 18:00:00 1963/02/13 00:00:00 -8887 --_-1991/03/25 05:00:00 1991703729 03:00 00 1978/09/05 18:oo:oo 1978/09/oa 05:oo:oo -89----1962102/07 22:oo:oo 1962io2i1214:oo:oo 90--! 1952/03/15 21:00:00 1952/03/19 10:06:6() 91 1958/03/20 20:00:00 I 1958/03/24 05:00:00 92--1954/11/11 o1.oo:oo 1 , 1954/11/131i:oo:oo --- 93 1992112107 1o:oo:oo -1992112/0916'oo:oo 94 1993/02118 13:00:00 1993/02/22 o6:oo:()6 95 1986/03/08 !B_:oo:oo--[ 1986/03tf816:oo:oo 96--1994/03/24 23"00"00 1994/03/27 67:00:00-- 97 1988/11/24 02 00 00 1988/11/27 08:00:00 --98 i9B5/11/241700:oo -1985/11i2707:oo:Oo --99-1970/11/2822~--1970/12/0221:00:00 100 1990/0211711 00:00 - -1990/02/20 08:00:00 101 1981!11/26 23:oo:oo . 1913T7Tfi30 23:oo:oo 102 1974/03/0§ Q_1:00:00 __j__ 1974/03/10 09:00:00 103 1954/01/18 21:00:00 . 1954/01/21 23:00:06 104 1957/oS/1 o 12:oo:oo . 1957/05/13 03:oo:oo 105 - -~,' 1956/01/2518:00:00 1956/01/29 03:00:00 -- j (}6 1986!09/24 o2:oo:oo 1986/09127 o2:oo:oo 107 2oo5/02/11 o4:oo:oo - -2005/02/14 15:oo:oo 108 1952/11/30 02:00:00 1952/12/0318:00:00 1 09 2065io4/2B 69 oo :oo---- -2005/04/30 oo :oo :oo 110----1967/11/1908:oo:o0 _, 1967!T1i23D8:oo:oo 111 197_6/t213o 16:oo:oo ___ ;_ m776i/59 o3:oo:o6 112 1965/04/07 06:oo:oo 1 1965/04/1113:oo:oo 113 1957/01/26 07:00:00 1957/01/3114:00:00 ii4 1982/12/221T:OO:OO ___ - -1982/12/2420:00:00 H5 19777657013 oo:oo:oo 1977/05/11 o5:oo:oo 116 1970/02/28 14:00:00 . 1970/03!5:3 23:00-:00 117 2003/03/i 5 10:00:00 2053703)113-i 4:00:00 118 2007i61/3o15:oo:oo --2007/02/01 11 :lfo:oo 119 1992/01/03 11:00:00 1992/01/10 00:00:00 12o 1982112107 23:oo:oo-1982112/os 22:oo:oo 121 19s87o4114 20 :oo :oo ----19887aw 21 :oo :oo ---122---i-198170371819:00:00---1981/03/2121:00:00 123 1988/04/20 o2:oO:oo 19sa/o4/2413:oo:oo - 124 1992/03/20 20:00:00 1992/03/25 04:00:00 125-1993/01/o6o:l:6o:oo 1993/o-17i113:oo:oo --- 126 1994/03/0614:00:00 1994/03/09 05:00:00 127 -19597i:J271T 10:00:00 1959/02)13 19:00:00 - 128 1988/02102 o3:oo:oo 1988102/04 14:oo:oo - 129 i976/09/T002:oo:()o 1976/09/13 01:00:00- 130 1981/02/0819:00:00 1981/02/11 04:00:00 i::l1 1985112111 04:oo:oo 1985ii2H3 o7:oo:oo 132 ------1988/01/17 06:00:00 1988/01/19-18:00:00 11/3/2015 9:28AM Duration 79 95 66 113 86 82 59 55 96 239 57 79 63 96 70 97 57 75 64 132 73 84 89 40 97 228 104 128 58 78 132 77 45 158 413 50- 75 io8 105 131 64 58 60 72 58 52 61 pea kFiowStatisticsPostMitigated. txt Peak Frequency i Return Period 1.252 10.58% j0.7 1.243 10 70°/o JQJ_ -__:::-:--:-_-- 1.-225 10.82% 0.7 1:213 -10,95% ~-~;u-=~-:-=~~---~:__ 1.199 11.07% ,0.6 1.187 11.19% 10.6 1.184 11.32%-~--=-=-------1.179 i 1.44% 0.6 1.169 11.560;~ -0.6----- 1.16 1f69%-o.6 1.147 11.81%-----0.6 1.145 11.93% 0.6 f143 12.05°/o 0.6 -Till 12.18% o.6 -n41 12.30% a:s -Tm --12.42% 10.6 1.112 12.55% [Q,§ Ell'! ____ 12.67% 0.6 1:681 ---12.79% :o.6 1.o13 ---12.92%--·a:s -1.66§ 13.04%--_0.5 ______ _ ---1.osa---1J:1s% ·a~s---------- 1.055 13.28% ,0.5 .. -------- 1:051 _________ 13.41% io.5 1.049 13.53% ,0.5 11.0~26 -~~:~~~: =---rrr---=~-=-1~05 a:~~~:---~------ ~:~~~ ~::~~~ --~--=---0.967 14.39% 0.5 0.945 14.51% ---0.5 - 0.924 14.64% 0.5 0.914 -14.76%--0.5 0.911 --14.88%----0.5 0.888 1s.01•1o - -:o.s---------- --O:if46 15.13% 10.5 ------ 0.845 15.25% 0.5 --0.844 15.38% 0.5 ------------- 0.815 -15.50% .. --0.5 -o:aT2 15.62% 6.5 --a:so4 15.74% o.5 -----0.787-15.87°/o '0.4 ------- 0.786 15.99% 0.4 0.782 16.11% 0.4 0.77 16.24% -0.4 _________ _ 3/18 .I Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date , Duration Peak Frequency Return Period 133 2006/10/14 02:00:00 2006/10/15.17:00:00 -+ __ ___iQ__ -0.762 16.36% -F-0.~4 _____ _ ci-134~_-+'~-----ci-19"'6"'6c.i/1ci.1/0.71_5_:QO:OO ---t' 1966/11/09 18:00:00 52 ~--16.48'/~ 0.4 ________ _ 135 1983/11/2422:oo:oo , 1983/11/262:l:o-o:oo --------so--~-D.753 16.61% 6.4------ 136 1976/07/2212:oo:oo --~ 1976/07/241o:oo:oo ----47-~--o.751 16.73% oA ------ -137 -+ 1994/03/19 03:00:00 -1994/03/22 01 :oo:oo 71 i--0.75 -16.85%---0.4 138 1984/12126 16:00:00 1984/12129 18:oo:oo 75 o.749 I 16.97% 0.4 1~39~_~ _ _.1~9s~6~/,~21~o~9i7:oo:oo - ---199sh2Tf317:oo:oo ---w o.749 t f7.10%-o.4 ------ 140 1978/01/09i7:o0:00--1978/01/1226:oo:oo--___ 7_6 ____ -o.736 _ _;_u 1I??o/o ___ j_Q,L _______ _ 141 1960/02128 20:00:00 ---1960/0376301:Q0:ljj) --ys·-0.73 _:_ ___ 17.34'/o_ _ ___j_Q.L 142 --1974112104 o7:oo:oo -1974712/os 08:oo:oo -50------o:?os---1 1 1 7 7 _ .. 4 5 7 9 ',;,',---t=o·.4 4 ~~~-------_-_-__ 143 -,ss2702io6 os:oo:oo 1992702/11 06:oo:oo -TIS -o.699 " 144 1976/07/0812:00:00 1976/07/1011:00:00 48 0.688 _[_ __ 17.71~, O,i__ 145-1976/07/1514:00:00 1976/07/1713:ilO:Oll -------.m·---~-17.84% .0.4 ci-14~6<---------o-19~7.::7~/1~21.2519:00:00 - -T977ii273f 19:oo:oo ---145 0.679 --17.96%---~0.~4----- ~ -1997/01/22 o4:oo:oo 1997/01/28 o5:oo:oo 146 --o:s?.r -18.08% ----o:;r---- -~ 1983/09/2912:oo:oo ---1983/1o/o3 o5:oo:oo -9o --1 o.672 ------18.20%-·oA 149 1978/12117 oo:oo:oo 1978/12/21 03:oo:oo 100 __ ' _ o.6~ 18.33% 1o 4 ---150--1976/03/0116:00:00 -1976/03/04 07:00:00 ---64' ____ -~-~ --18.45% ift.4 151 1973/11/23oo:oo:oo 1973/11/24-2i:oO:oo--46 1 o.65 1857% o.4 152 1979/11/0719:oo:oo---1979/117091s:oo:oo ---~ 46 ---1, __ o.637 _ -~---,-8.70% r.o"-A-o---------1~5""3'-------1~9~s~5/~o3;;./~3, iS:oo:oo--1965/o4To603:00:00 - _ -~ _1__ 0.6_3_~ ___ , __ 18.82',/o '0.4 --~ 1975/03/08 09:00:00 1975/03/13 03:00:00 115 I 0.635 I 18.94% '6~4 155 2006/02127 21:00:00 2006/03/02 07:00:00 59 -0.628 +-19.0ZOfo_ ____ ~_ --- --156 2001/01/26 14:0~ 2001/01/29-00:QO:OO~=-t---59_--_-0 0 .6. 6 2 2 4 _ t-1 1 9 9 .. 31_91_~~, __ 1 1 0 0 .. 4 4 ____ __ '157 1977/03/2500:00:00 1977/03/2705:()0:00 -----+---~------------" --~------ 158 1982102108 15:00:00 1982102/12 17:00:00 _ 99 0.615 I 19.43% 0.4 159--1992103/02 08:00:00 I -1992103/04 17:60:00 --------58 I 0.615---19.56% ·-o:-.r------- 1----1~6:-':'0-1967/04/1108:00:00 J 1967/04/1310:00'00 I 51 ' 0.607 1968% 0.4 161 1978/03/30 13•00:00 t 1978/04/0314:00.00 -.+:---=---98 _--1 0.588 __ 1-__19.80% -::<JA--------- 162 1983/11/11 20 00:00 1983/11/14 21:00 00 74 ----r 0.585 19 93% '0.4 163 1976/0210406.00:00--_1976/02/1£07:00.00 -~-~ ;-0.584-?(}.05'/o~-iQ.t--_- ~~ ~~~~;~~~~ ~!:~~:~~ . ~~~~;~~;;; ~~:~~:~~ . 15D] --+---~:;~~ --;~·~~~ ~~:1 -------- 166 1959/02121 1o:oo:oo 1959/02/23 18:oo·oo ' 57 ' o.564 20.42% o.3 --167 ~-_j 2006/04/04 19:00:00 2o66704/o701:00.00 --55 _ _____[_-0.564 ~-20.54% -=--~0.3 168 _j 1985/02109 07:00:00 1985/02/11 10:00:00 52 . 0.554 20.66% 0.3 f69 ---! 1983/04/18o4:oo:oo __j 1983/04/222o:oo:oo· +-__ _1__11_ ___ I ___ -0.55 _ 2Q.79'/, ·--',o~.3~_-_-- 17o 2001/01/10 22:o0:oo 1 2001/01/14 04:0o:oo I 79 I o.546 20.91% 1o.3 111 1959/12124 1o:oo:oo 1 1959/12/26 13:oo:oo 52 . o.545 21.03% !o.3 172 1983/03/17 04:00:00--~ 1983/03/2612:00:00 -;---~---+ 0._!;36 -2f'16% --wr=--- 173 1990/04/04 09:00:00 t !990/04/06 09:00:00 __ 1 49_ 0.535 21.28% :0._3_ __ _ ___ _ 174 1994/0211711:00:00 1 1994/02/2113:00:00 99 0.525 21.40% 0.3 175 1981/02125 22:00:00 T" 1981/03/07 11:00:00 230 --+-0~516 -21.53'fo -~0-.3---- ... ·-------,--ys 1981/12130 o8:oo:oo-1982101/03 23:oo:oo 112 --------j----o.so1 ----21.65% :o.3- 177 1966/0210613:00:00 1966/02/0919:00:00 79 0.498 21.77% 0.3 -~---1'979/03/1705:00:00 1979/03/2211:00:00 l27 -+-0.498 21.89%"' 0:3 179 1965102106 01 :oo:oo -1965102/08-2o:oo:oo --------sa------oA~ 22.02% o.3- --~~~~~~~~~------------------------------------------------------------------------------------------------~~---'"' 11/3/2015 9:28AM 4/18 Excel Engineering Rank Start Date End Date 180 1958/01/25 05:00:00 1958/01/28 05:00:00 1ST ·1 1973Jo3J2o o9:oi5:oo-1973/03/2211 :oo:oo·· 182 1964/11/1715:oo:oo · 1964/11119 16:0():00 183---, 1957/02/28 20:00:00 19S.77037030i!:6o:OO 184 ----j 1995/04/16 09:00:00 1995/04/20 14:00:00 185 I 1999101/25 o7:oo:oo 1999io1i2815:oo:oo 1~--1996/10/3014:00:00 .1996!11/01 15:00:00 -~ 1972/1ii1415:00:00 .. 1972111/19 08:00:00 -188. 2001/02/23 .L __ 2:_oo:og .. .:.: .i' 2001 J03Jo121 :o<i:oo-··· -189 1970/02110 05:00:00 1970/02113 01:00:00 ··--190 1971/04/1411:6o:oo -1971/04/16 o7'6o:oo· 191 1982101/20 05:00:00 I 1982/01/23 09:00:00 19~ i 989/03/25 12:00:00 . . 1989!03/27 21 :00:00. 193 -· 1998/11/08 09:00:00.. 1998/11110 07:00:00- 194 1993/03/26 00:00:00 .. 1993/03/29 19:00:00- 195 1988/11/14 07:00:00 --1988/11/1604:00:00 ~-I 2007/04/20 16:00:00 2007/04/23 20:00:00 197 1979/03/27 06:00:00 1979/03/30 07:00:00 -198 2002/12120 07:00:00 2002112/2308:00:00 199----· i951i12112 oo:oo:oo · ·1951112114o3:oo:oo · ·--20. 0 ~· 1982/04/01 1 o:oo:oo. --1982104/03 11:00:00 201 1961/01/26 10:00:00 1··-··-__ 1961/01/28·1-2:00:00 202 1982111/0917:00:00 1982/11/12 09:00:00 2o3 , 1954Jo37i6 23:oo:oo --1954703718 19:oo:oo --··204 1951/08/28 10:00:00 ' 1951/08/30 10:00:00 .. 205-· : . 1974/01/0716:00:00____ 1974/01/1002:00:00 --206_-_ -r-... __ 195--5/01/1610:00:()()----·--;-_ 1955/01/20 17:00:00 ~-1978/03/09 17:00:00 --t .. 1978/03/14 08:00:00 208 1993/06/05 14:00:00 1993/06/07 08:00:00 ·· 2os --TSsoJo971TOS:OO:OO--196o/o9/13 o4:oo:oo 2HJ ·---1992/12/27 21:00:00 . 1992112/30 19:00:00 --221121-~:~43//.0034//2209. -01_28. ::oooo::oooo ·-.. 1 1954/03/26.17:00:00--1983/05/03 03:00~00- 213 1984/11/23 08:00:00 1984/11/2617:00:00 --214 ----~2111 08:00:00 -1 1973/02117 00:00:00 . ~ ! 1990/01/1701:00:00--.. 1990/01/1911:00:00 -216 · -1962I03/1819:oo:oo--196270372fo2:oo:oo 217----~, 1958/02125 09:00:00 --··-·-1958/02/27 05:00:00 218 1970/03/05 00:00:00 1970/03/06 20:00:00 2Hl --1979/03/01 10:00:00 . 1979/03/03 12:00:00 1957/04/20 17:oo:oo 1957704/23 1o:oo:oo 1974/10/28 12:00:00 ·-1974/i0/31 07:00:00 1952112120 12:oo:oo 1952/12122 o8:oo:oo 223 1993/01/31 oo:oo:oo 1993/02/01 16:00:00 224 1959/04/26 07:00:00 1959/04/28 03:00:00 2~5_----'-·--1983/12I0317:oo:oo 1983/12J0515:oo:oo 226 1984/12116 05:oo:oo 1984/12/22 oo:oo:oo · -r 11/3/2015 9:28AM Duration 73 -i~ 'll- 102 81 50 -114 .. 154. 69 --- 45- 77 -58 -47 92 46 77 -74 74 52- 50 51 65 45 49- 59- 1()4-- 112 43 48 71 15o 92 82 137 59-- 56 45 - 45 51 66 68 45-. 41 45 47 140 peakFiowStatisticsPostMitigated.txt Peak Frequency I Return Period E~; --~1;_-ii:ifi~=t~ -===_ 0.477 22.63% ~- 0.474 22.76%. [<u__ __ ~~~! ~; ~~~~ --~ -_-- 0.459 1 • . 23.12% t-5j--· 0.457 . 23.25%-0~3--. 0.449-23.37% ·· ·o:s---· 0.447 23.49% 0.3 0.445 23.62% 10:3- 0.444 23.74% 10 3 --~::~~ ~~:~~~ -i~--· __ . 0.437 24.11% 'o.3 0.433 24.23% :0.3-- [;=__ ji--lfi =- 0.425 24.72% 0.3 0.425 j 24.85% -0.3 -·· 0.422 24.97% o:s-- 0.418 25.09% 103- 0.418 ·· 25.22% o:3 =·- 0.415. 25.34% . '0.3 0.415 25.46% 0.3 0.413. 25.58% . 0.-3--·-· 0.411 25.7io/-; ---;o:3 0.409 25.83% --J[t __ 00 .. 33. · __ -0:408 25.95°/~ 0.408 1 . 26.08% 0.3 o.4o8 1 26.20% _Qd__ . o:4o7 26.32% i0.3 o~4o7 ---u 26.45% ·~0.3 ·_. 0.466 26.57% 0.3 0.405 . 26.69% D.3 .. 0.402 26.81% '0.3 o:462 26.94°/o -~ --__ ~:1 I;.~~~-JM=~- D.399 27.3l% j.Qd_ __ 0.39-9 27.43ofo 0.3 0.398 27.55% 0.3 0.398 27.68% 1D.3. o::Jw 27.80% D.3- 5/18 Excel Engineering pea kFiowStati sti cs PostM itigated. txt ... .... --~~~~~~~~--------------------------------------------------------------------------------------------------~~---·~· 11/3/2015 9:28 AM 6/18 Excel Engineering Rank Start Date End Date 274 1959/12110 01:00:00 l 1959112111 20:00:00 275-1979/01130 20:00:00 -1979/02/04 01 :oo:oo 2i6 - -r 2606/05/22 06:00:00 ~6)65/23 22:00:06 -----m-1969111106 2o:oo:oo 1969111111 o9:i5o:oo - 21s j 19S211112913:oo:oo--' -1sll2/12to2 o6'0o:oo 279 1984110117 07:00:00 -~ 1984110118 23:00:00 - -280 20o1111124 13-:0o:-og-4___ _ ___ 2 ___ 00111_1126 12:o_o:oo_ -----~~-2000/02/20 08:00:00 2000/02/25 00:00:00 --__ 2~28~842: J. 1955/0211622:00:00 --1955/0211901:00:00 1995/02114 01 :Oi5:oo --~-=---1995to27_I§o9:oo:oo 1957/03116 10:00:00 1957/03118 03:00:00 1980/12104 13:00:00 1980/12/09 03:00:00 286 _ 1955/01110 Q~:Q_Q:OO=r! _ 1~55/01112 04:00:00 __ --~ 1979/02121 03:00:00 1979/02/24 07:00:00 288 -i987/0212317:00:00 -1987/02/27 01:00:00 --289---1952104/10 12:00:00 -195210411212:00:00 - 290 1962102119 11:00:00 1962102/22 21:00:00 -~-19S0/04/2t o5:oo:oo ---t980t04/24T9'6o:oi5 __ _ -292 --1986/01/30 i55:00:t:)()' ~ 1986/02/02 05:00:00-"1 -293 J=1987/04/Q4 08:00:00 ---~-l987/04/0S_{JJ:OO:OQ --_ -----294 ' 1999/0210411:00:00 1999/02/07 14:00:00 295 1952102/29 21:00:60 -1952703/03 02:00:00 296 1980/03/10 17:00:00 : 1980/03/12 06:00:00 ~ ----2oo7!12107 07:oo:oo · ' -2007t12!16o1:oo:o6 298 -2066/03/28 22:00:00 -2006/03/30 i 9:00:00- __ :¥a_% ---l--~~~~;~~~~ ~-~:~~:~~ ~1 ~~~~;~~~~ ~~_!:~~ - 301 1954112110 00:00:00 195411211118:00:00 ~---1974!12128o9:Q0:()(1 --1974112/31 oo:oo:oo --- ----303 ~it1120 18:00:00 -1961111122 06:00:00 304 1962102115 21 :oo:oo 1962702118 02-:00:00 305 -:--~ 1979/02/i 4 06:00:00 --~ 1979/02115 18-:00:00 -3-o6 -+-----1963/04/17 o7:oo:oo ____ -1 t963to4t1ll22-:oa:oo 307 2000/10/2611:00:00 2000110/28 22:00:00 3~:-~ T951J11122 23:oo:oo 195t7t1!241_9:oo:oo _ 309 ' 1972111111 06:00:00 1972111112 22:00:00 310 1961111125 04:00:00-' 1961111/27 08:00:00 311 -1974/03to2 1 t:oo~-1974to3to4 os:oo'oo - ___ _3_1_2_ --20_ 06/021-18-06:00:00-__ l_ 20-06/02/2_0_ -22:0Q:-OO 313 1975/0210310:00:00 1975/02/05 19:00:00 --314 -2004/02103 00:00:0-6 - -2004/02)05 02:00:00 315 t998t05/12t6:oo:oo -t99sto5t14 09:o6:oo l--------':3'-'16"---1968/02/i 3 06:00:00 --1968/02114 20:00:00 - - --~ -196o/1tto32t:oo:oo --1960/111osoo:oo:oo- 3ts 19sstt2to2 t3:oo:oo 19s5tt2to4 t3:oo:oo 1 ~~~ --~g~~~~~~ =:--~g~~;~;;~~ ~~:~~:~~ I 11/3/2015 9:28AM peakFiowStatisticsPostMitigated.txt Duration 44 102 41 -TI{) '66 41 -48 i t13 --J 52 _( 57 42 111 --'47 77 ___ _ 81 49 83 87-- 73- 48-- 76 54 38 67 -46 -48 39 43 '64 -'37 I _J Peak Frequency , Return Period 0.346 33.70% 0.2 0.345 33:83% --o:2- 0.345 33.9_5% lt=0.2 --0.344 34.07% 0.2 0:344-34.19% 0.2~~- 0 344 34.32% ! 0.2 0.344---1 3~44% ~[g- 0.343 34.56% 0.2 --' ------.----,---;~: -f:!l}-! -~~~i~ -L --~H~~ :~-+~:~ ----- 0:335 ' 3542% '0.2 0.332 -35.55% ]0.2 ~:;~~-;;:~~;. -i~o-:_~2-~=---= 0.329 -- 1 · 35.92% 0.326 36.04% -0.2 0.322 - -t 36.16% -~;0.2 0.32 36.29% 0.2 0.318 36.41% 0.2 o:31s --36.s3•;. --o.2 -0.:313 36.65% 0.2 -0.312 -36.78% 0.2 0.312-36.90% '0.2 0.311 37.02% 0.2 -0.311 -37.15% ·o.2 --6.309 -37.27% ~ 54 37 46 60 45 41 53 43- 0.308 37.39% n ]oo._22 - --~ ___ -r -a.368 37.52% ~ I 0.305 -37.64% 0.2 65 sa 51 42 39 100 49 44 57 0.305 37.76% 0.2 0.303 37.88%-0.2 0.302 38.01% 0.2 o.36t :38.13%-o.2- o:-3oi 38.25% o.2 0.301 38.38% '0.2 0.3 38.50% -~ o:3 38.62% ::: __ jo.2 0.299 -38.75% 0.2 -0:297 38.87% --~- 0.295 -38.99'!. '6.2 ------- 0.295 39.11% 10.2 0.295 39.24% --10:2 - 0.294-39.36% ---0.2 7/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank , Start Date End Date Duration Peak Frequency Return Period 321 _, __ 1980/01!1?,21:oo:QQ. __ _j___ 1980/01/20 12:oo:o0 I 64 -!---o.293 39.48% 10.2 322 1993/02/23 19:00:00 1993/02/2513:00:00 ----43-___ _Q.29_2__ ; 39.61% ___ ~2---===--------m ----1995/03/2113:00~-1-~/03/2501:00:00 - . ---85 ----~ 0.292 _ t __ 39.73% 1 10.g___ _ _ ~ , _ _ """"'"''"''"' --: ,,.'", ,..,,. r ... -t 0.291 39.85% 0.2 325 I 1996/02120 09:0o:oo 1996/02123 09:oo:oo 73 0.29 -------s9.98% o-.2--- 326 ' 1958/09/24 00:00:00 1958/09/2518:00:00 43 0.28~--' __ 4Q.10%-og m--j· ''1966i0173008:00:00-·, --196670270110:00:00 - -51 . - -0.287 40.22% 0.2 ~ • 1983/02/02 17:QQ:QQ --+---i983/02/0416:QQ:Q0 I -~ -----, 0.285 -t-~40 34% ---to:2 -----~9 1977712i1802:0ot.oo t 1977/12/1917:oo:oo C--40-----o.264 ---.,_.,. -~'-' -------33o --1982/09/2605:oo:oo 1982/09/2S04:oo·oo~ ----.w-~ o.284 - -40.59% 0.2 ----- 331--· 1998/01/2917:oo:oo i998/01i3f 07:oo.oo -~t 39-t o.2s4 -_ -4-o 71% 0.2 --- 332 I 1990/04/16 23.00:00 1990/04/19 00:00 00 50 0.283 40 64% 0.2 333 -1952/01/250600:00 1952/01/2621:00:00 40 o:282 --40.96% ~ ~ 1973/11/1706.00:00 i ~/11/2008:00:00 75-0.282 -i-'''" -~--335 1973/02/2803.00:00 --1973/03/0118:00.00------j----40 ---0.281 --41.21% 0.2 --- 336 ------wo7/12!19 oo:oo:oo ~-2007/12/2o 22:oo:oo--, 47 --1 -----o.28 ----41.33% -0.2----- -m + __ --~!!!!!!!! -=t-i~~~;~~;~H;:~~:~~ t __ 1:~8 --[--&~;!==-~ :i:~~i--11 == 340 ---+ 1996103/~:o() _ ' 19967o371422:oo:oo --! --s~-= --==Q-278-_---. _-4L82%-_=-::--:-o:L __ _ _____Mt -----'---1954/03/3005:00:00 ~~-_ 1954/03/3116:00:00 __ _36__ _ _ Q.277 L-_ ___11.94% _1Q.L_ 342 1963/09/0410:00:00 1963/09/05 22:00:00 I 37 0.277 42.07% 0.2 343 1968/04/0121:00:00 - -1968/04/0308:00:00 ---l -:3§_ • -0.277 - -42.19% ~ -_--;:~-~--+-~~~~~~~~-~~:~~:~~ -._' ---~!~~:~~ ---• --~~ -=J---H~~ -=--i --:~:!!~: =·~i--- 346 I 1957/06/10 o5:oo:oo 1957/06/11 14:oo:oo 34 o.274 , 42.56% o.2 ~, 1996/02/2511:00:00 --1996/02f2907:00:00 -----93----0.273--~ -42.68'/~--j'0.-2 ' 1964/03/23 01:00:00 I 1964/03/25 07:00:00 l 55 0.271 42.80% 0.2 ___ !975102/o~ os:oo:oo 1975/0_2111 11 :oo:oo ·-52 -=--T -0.211 _ - -42.93% 0.2 - 2008/02/03 09:00:00 2008/02/05 04:00:00 ' 44 ---t--0.27 43.05% 0.2 ---------------·--L__ ----+----•---351 ! 1952/11/23 01 :00:00 1952/11/24 17:00:00 + 41 0.268 43.17% 0.2 ;;; T·~~¥:~~:~~ ~-~~~~-;~~;~n~:~~:~~--__ --r -_ -~i -~----~:~~~-_--=-:-:[-__ :;_:!~-~----~o:_r--- ~-----+--1975/11/27 19:00:00 ' --~75/11/30 04:00:00 _ _;___ --58 _$· _ __Q.2~---~~40jo____ 0.~--355 I 1990/06/0916:00:00 1990/06/12 00:00:00 57 0.268 43.67% 0.2 --;;~ --=-~-----~~~~;~:= _-=J~~-~;~~;~~~!:~~:~t_f~-;~ --'--_-~:~~~--_,----_!;:~~~:-:~:~---------- 358 __ 1982/12/29 21:00:00 , 1982/12/31 05:00:00 __ 33 . _ 0.265 ___ r' 44.03% 0.2 ,.,_ ___,,,,. ,., .. ,, r ,.,,,,. ,..,,, _ ., ---+ _ 0.26~-__ 44.16% 0.2 360 1955/11/14 oa:oo:oo 1955/11/15 1s:oo:oo 35 o.264 --44.28% ____ o:2 __ _ ~~~ . _J -=~-= . --~~~~;~~;~! ~;:~~:~~ .. . =--'ti --1-~ ~:~~1 :-=:-! --:::~~;. ~:~ -;~! -~----t~~~;~~;~~ ~~:~~:~~ --~--~~~~;~~7;; ~~:~~:~~ --=-r-=--~1 =---~ , --~:}~ -~ --:g~~~ -1~j --- ______:3§_§_ -___ 2005/10/16 20:00:00 t··-2005/10/1~ 18:00:QQ____ __ _Z1 ---t' Q__.26_!_____ 44.90% 0.2 366 I 1953/04/27 22:oo:oo 1953104/30 1o:oo:oo 61 o.26 ~-02% ---,o.2-367 t· 1959/02/08 05:00:00 -1959/02/10 08:00:00 ·------s-2 ~---0.26 ~--14°/~--'o:2 ------------ ... , ... 11/3/2015 9:28AM 8/18 Excel Engineering Rank Start Date End Date 368 t963/04/26 03:00:00 t963/04/27 t3:00:00 ~ 369 t9sstt6tto is:oo:Oo t9sst1otit 22:oo:oo -j 37o t982763t2S23:06:o6 i9821o3t2714:00:oo--- 371 20ooto2111 1a:oo:oo 2006!62/1514:oo:oo ~= +- 372 1982/01728 ts:oo:oo t9821o1t3o as:oo:oo- 373 t958/03/27 t6:00:00 t958/03/28 22:00:00 374 1953io2i2312:oo:oo t953t62t25-o2:oo:oo · 375 t9s9to4tos 22-:oo:oo t9697647o7 os:oo:oo 376 19557037Tfo:Hi6:oo t955to3tt2 to:oo:oo 3i7 19soto2;o9 oo:oo:oo t9soto2tii 14:oo:oo- 378 t 978/t t /24 t t :00:00 t 978/t 1/2520:66:00 379 1971/10/161t:OO:OO t97t/t0/t8 t3:00:00 380 t998/t2/04 03:00:00 t998/t2/07 t3:00:00 38t t9a7io3722 o3:oo:oo---t987to3t23 o9:oo:oo -382--t982/t t/t9 02:00:00 t982/H72i 66:00:00 ---383 t975/t2/20 t6:00:00-t975/t2/22 Ot:OO:OO 384 t 974/03/27 t 0:00:00 t 974/03/28 t 5:00:00 385 1976704/13 02:00:00 t976/04/t7 t2:00:00-____ 386___ t968/t ttt4 2o:oo:oo t9687t tits 07:oo:o6 --~ t987ttot3t o8:oo:oo 1987711703oo:oo:oo ---388----1988/08/24 05:00:00 t 988/08/25 20:00:00 -389___ i984/0472BOO:OO:OO --1984/04/29 04:00:00 390 t998/t2/0t 18:00:00 --+ 1998/t2/03 00:00:00 39t t975/04/t7 06:00:00 t975/04/t8 t5:00:00 - 392 t990/02/04 t3:00:00 t990/02/05 20:00:00- 393 t996/0t/3t 06:00:00 t996/02/04 09:00:00 394 1991/10/27 02:00:00 1991/10/2815:00:00 395 2005/12/3t 18:00:00 2006/01/04 04:00:00 ~~ -~~~~~~~;~~~= --; ----~-~-~----r_-- 398 1957/12/1511:00:00 --r 1957/12/1813:00:00 l 399 -2oosto312o o5:oo:oo 2oo6t63122 68:oo:oo -,-- 4oo 1951/t2/t9 to:oo:oo 195-1tt2tio 1s:oo:oo ----+- 4ot 19soto112s 21:oo:oo + 19soto1t27 o5:oo:oo -~--1969/01/t4 02:00:00 ------t969/0t/t5 20:00:00 --403 --'1987/02/t3 22:00:00 -+-t987/02/t6 00:00:00 404 t957to2123 o8:oo:oo t9s7io2t24 ts:oo:oo- ____ 405 -2007/02/28 07:00:00 2007/03/0t 2t :00:00 406 t983/02/06 t4:00:00 : t983/02/09 tt:OO:OO _ 4oi _ ___: --~~11_:QQ:()()_ _ j__ t 985/0t tos o8:oo:oo --l j 408 j. 1996/12/06 01:00:00 1996/12/07 13:00c00 --:-~~ :~~~ --_--_---~~~~;~~;~ ~~:~~~~g 1~~~;~~;~; ~::~~:~~ - 411 t987/tt/0421:00:00 t987/tt/06is:-oo:oo -- 4t2 t993/t2/tt t9:00:00 t993/t2/13 07:00:00 ----413-t984/t2/t0 22:00:00 1984ii2113 16:00:00 414 t990/0t/3t 03:00:00-t990762)6t 06:00:00 11/3/2015 9:28 AM Duration 35 32 40 93 --- 39 31 39 33 32 63 34 51 -83---31-- 53 34 30 107 36 65 40 -29 3t 34 32 tOO 38 83 -33 - 32 75 -52 31 33 43 51 33 39 70 44 37 29 -30--- 44 37 67 28 peakFiowStatisticsPostMitigated.txt Peak Frequency Return Period 0.26 45.26% 0.2 0.26-45.39o7. 0.2 - - 0.26--45.5t% ~ ;g_-:-:-:=~~:_---~---- - -0.26 --45.s3'/; I 0.2 -0.'258 -45. 76o/: 10.2---- - 0.257 45.88% --~-- 0.255 -46.00% :0.2 ~0~.~2~5~2 iii . ·~0·.~2 --:---=-~--=------ 4s:49o/. 0.25 46.62% 0.2 0.249 +-----46.74% 0.2 - -0.248 ----~--46.86% ____ 02 ___ _ 6.247 46.99% -oT-- 0.246 47.11% 0.2 0.244 47.23% 0.2 -0.244___ 47.36% __ 1:52 ________ _ 0.243 47.4S0/~ --0.2--- 0.243 47.60% O.t - o:243 47.72% a. i -0.242 -------47.85% ---o:T 0.242 47.97% 0.1 6.239 48.09% 0. t 6.239 48.22% ·o.t o.239 48.34% ·a_T __ _ o.237 4s.4s% ·a-_,-- 0.236 48.59% 0. t 0.235 - -48.71% 0.1 6.235 48.83-·/; -,~-------- - -------- -0.234 48.95% 0.1 0.234 - --49-.o-8·-v. - -o.T - --0.233 --------- -49.20% - 0.233 49.32% 0.233 0.233 --0.231 -- 0.231 0.23 0.229- 0.229 -0.228 - 0.227 0.227 0.226 6.225 ---0.224- 49.45% 49.57% --49.69% 49.82% 49.94% -----50.06% so.1so/. -50.3t% ---- 50.43% -50.55%--.0.1 50.68% 10.1 50.80% ~Q.i -50.92% ------;~----------- 9/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank 1 S1art 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% -*t-- -!~~ -+= ~~~~~~~~~~:gg:gg nn1~~~~~~~~~:gg:gg _-,;r ---n~~~ --~~:FsF=-k-=~-===--~-n 418 1983/12I0919:oo:oo 1983/12110 2o:oo:oo 26 --o.22 51.41% 1 0.1 419-2001103/0616:00:00-2001/03/0818:00:00 -51 0.22 -51.54% :0.1 420 1964/11/0915:00:00 1964/11/12 09:00:00 1 67 0.219 51.66% 0.1 421 1989/05/14 09:00:00 1989/05/1610:00:00 --~ -----so 0.219--~--ST78%-f~0-~1_-_------------------l 422 -1994/11/10 {3:00:00 1994/11/1116:00:00 I 28 0.219 51.91% f0.1 423-1980/03/2112:oo:oo i98oto3t2302:oo:oo ------~------o.21.85 ~2"'.o~3:co•;."'.----t:o"-_,o-------------- l----i-42"'4~------o-19;o;8o;21c;;:o;;;9';0t1~5~o~9:~oo",:~oo 1982/09/1814:00:00 -78-0.218 r 52.15% -'~J. 425 1991/03/1516:oo:oo 1991/03/1617:oo:oo 26 1 o.218 52.28% o.1 426 -~' 1958/03/1103:00:00 _ 1958/03/1~0():QO:()_Q__~----46 ____ f-_ _{Jg1l_ ____ 52.40"1., ~c.:C1 ____________ _ 427 -1965701ia1 oo:oo:oo _ !9_s~o11o2 o2:oo:oo t' __ ___'fl___ _ __ o.211 52.52% o.1 ---428 1978/01/30 13:oo:oo 1978/02/01 o4:oo:oo 40 o.217 5"'2~.64~%'-------+~o.-o-,------------- 429 -1964t11t1311:oo:oo 1984t11/1412:oo:oo T-__ 26_____ 6.211 _52.77% ____ rr-------- 430 -1992/03/27 08:00:00 1992/03/28 09:00:00 26 0.217 52.89% -Q.1 ------- ___ 431 1998/04/1116:00:00 __ j9!!_8[0~/14QO:OO:OO _ ----~---0.217 53.01% ___ ~-------------- 432 i97oto1t1s 19:oo:oo 197oto1t18 oo:oo:oo 3o a21s 53.14% o.1 ---433 ' -1985/02/0205:00:00 1985/02/0417:00:00----___ 61_____ 0.216 -53.26% -01·------------- 434 -1989to21o2 o9:oo:oo 1989702Tos-2ii·:oo:OO ------84 _____ ----0216 -53.38% 0.1------==---===- -435 1954/01@~ 13:oo:oo =---:-1954/01_126 Q5:Q0:i:)o ~~--=~~= 41~-== ::_~::__Q,213 53~51% 0.1 --436 1973/02/0605:00:00 I 1973/02/0807:00:00 51 I 0.213 53.63% _____ 'oT _____________ _ 437 2007/0211114:oo:oo 2007/0211416:00:00 75 I 0.212 , 53.75% l' . 438-1956to1t3112:oo:QQ___ 1956t02I0113:oo:oQ _ 26 ____ · _ o2Tf=:~53.87%--,..;., ________________ _ --!!~ ~~~~f~4 ~--Ws~~~j~H~:gg:gg -~' ---~~ ----%~;,, · ~l~~~ -0.1 ---------- ---44-, --197-6/11/12 03:00:00 19i6/11)13 09:00:00--------_31 ____ , --0.21 54.24% -_---a-T ____________ - 442 1992103/08 04:00:00 1992/03/09 13:00:00 34 0.21 54.37% "QJ 443 1953/10/2209:00:00 ---1953/10/2311:00:00 -~-___ j 0.209 54.49% 0.1 !!~ ~~~;;~~;~~6~:gg:gg -~g~~;~~;~~~-c-----¥s--t---~:~~~ J_JH{~; _::_1~:i-=-----==--- 446-I 1951/12/0502:00:00 1951/12/0609:00:00 -32 O.W 54.86% 0.1 ----- 447 1 1963/03/2813:00:00 1963/03/2914:00:00 26 0.207 54.98% 10.1 ------ l----o-44~8c---------t--1982/01/1022:00:00 1982/01/1211:00:00 -----~--~-----~----55.10% r\1·,-~1 ______________ _ -444590 - -I Hl8.5/01/28 f7:00:00 1985/01/30 06:00:09 38 ---_QgQL_ ___ --55.23% 0.1 ---------- l 1989/02/0917:00:00 1989/02/11 10:00:00 f----4382----00 .. 220045 55.35% 0.1 ------ 451 --1955t11t17o8:oo:oo +-1955t1it1821:oo:oo ---55.47% ~--===----------452 1996To1t21 21 :oo:oo -1996to1t231oi>o'oo ----38----o.2o4 55:so% o.1 -~------1989/03/0212:00:00 1989/03/0321:00:00 34---0.202 55.72% 0.1 454 ' 1997/12/18 16:00:00 1997/12/19 22:00:00 31 0 202 55.84% --rn-0.-i-1 __________ _ f--455 -=1--2001/03/10 Hl:OO:OO 2001/03/1123:00:00 ___ 38 --c---5~262 55.97%-~ __________ _ f--____§§__-1 1972/10/19 05:00:00 1972/10/21 04:00:00 48 0.201 56.09% 0.1 4 45587 -=r 1981/04/18 23:00;00 ---1981/04/20 08:00:00 :34 ---0.201 ----56.21% ~ _::::::__ __ 1963102114 12:oo:oo. 1963io2tf512:50:00 -25---5.199 56.33% 0.1 459 1979/01/0913:00:00 1979/01/1016:00:00 28 -: 0-'-1~ ---~--56.46% __ ~J - 4 4 s 6 o 1 --I 1994/12/25 03:oo:oo 1994/12/26 07:00:00 29 · 0.199 56.58% 0.1 1997to1to2 o7:oo:oo r---19977o1/o4 f4:oo:oo 56 ---+ -G.i98 -· 56.'7oo;. to:i ____________ _ ------~------------------------------------------------------------------------------------------------------------~-----~ 11/3/2015 9:28AM 10/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak I Frequency 462 2006/t2/27 tO:OO:OO 2006/t2/28 08:00:00 23 463 ---19567o2123t8:oo:oo ---1956702/25 H:OO:OO-42 464 t964/t0/t5t4:00:o6 t964/t0/t6t3:00:00 24 465----t97tit2764 o4:oo:oo t -t97tit2/0S03:oo:oo 24-466--t976/07i27 o2:oo:oo ----1 --t976/07i28 ot :oa:oo ---24 467 t998/0t/09t9:00:00 t998/0t/ttt8:00:00 48 lJii ---J_ _ _-JH~t 6.195 t-;;:;~~: ~:~ 0.195 57.44% 0.1 ----468---t979/t2/2t 08:00:00 t979/t2/2214:00:00 --:lt -----0.194 57.56% 0.1- 469--1984712/03t0:00:00 ____ ---"1984/t2/0411:0~ 26 -O.t94-------57~69°/o 0.1 470 --t9921-t2itif04:o0:00-----t992/l-2/t9 02:00:00 -23-O.t93 ------57.81% 0.1 47t ------200iio2/20 ts:oo:oo --20017o2/2t it :00:00----31 o.t93 ______ 57.93% o:r- 472 2003/tt/t2 08:00:00 2003/tt/t3 t8:00:00 35 -O:-t93 58.06% __ Q.T _______ - 473 2007/02/t9 05:00:00 2007/02/20 09:00:00 29 O.t92 58.t8% O.t 474 t975/03/22tt :60:00 t975/03/23 tO:OO:OO 24 0.191 58.30% ---0:1------ 475 ---t957/04/t8 04:00:00 t957/04/t9 04:00:00 25 O.t89 --58.43% -Q:T--- 476 1999706702 64:00:00 -----t999/06/05 00:00:-00 - -69 0. ttl9 -s8.s5% -·a-_-,-- 477 t967/tt/262t:OO:OO t967/tt/27t8:00:00 22 6.t88 ---58.67%--~()"".!" 478 t985/t0/22 02:00:00 t985/t0/22 23:00:00 22 479 -t990/0tit3 t3:oo:oo t990/0t/t5 t3:oo:oo -49 -480 ---t--1956if2!0605:oa:oo ___ - -1956i12io7 o4:<fo:OO _______ -24 -~~~~ ;~:~;~--~-------- 6.187 --------59.04% 41ft -1-t987i03/05 22:00:00 t987i03/07 t7:oo:oo 44 ------0.187___ 59.t6% 482 t978/04/t5 22:00:00 -t978/04/t6 20:00:00 2:3 0.186 59~29% 483 --t987/03it5tt:o(Foo t987/03it6 09:oo:oo 23 0:186-59.41% 484 t995/t2/23 t2:00:00 t995/t2/24 09:00:00 22 0.186 59.53% 485 t996/03/04 20:00:00 t996/03/05 23:00:00 28 ----------O.t86 59.66% 486 t954/0t/t2t7:00:00 -t954/0t/t3 t9:00:00 27 487 -t995/0t/2t 05:00:00 t995/0t/22 05:00:00 25 0.185 59.78% _Jl-1_ ________ _ "O:t84 59.90% 0.1 488----t995/06/t6 oo:oo:Oo t995/06it7 t7:oo:oo 42 o.t82 60.02% ____ OT ______ _ 489 2005/09/20 07:00:00 2005/09/2t 04:00:00 22 0.18 60.t5% 0.1 490 t978/04/07 04:00:00 t978/04/09 t7:00:00 62 6.179 60~27%--_0.1 _____ _ 491 t977/03/t6 t5:00:6o t977/03/23 08:00:00 t62 6.1 is ' 60.39% ·aT --------- 492 200t/tt/29t7:00:00 200t/tt/30 t9:00:00 2.7 --493 --+--t95t/t_Q/07 09:60:-60 t95t/t0/09 OS:OO:OO 45- 494 ! t958/05/tt t2:00:00 - -t958/05112 t2:00:6o 25 495 ! t985/03/27 09:00:00 t985/03/29 08:00:00 48 496----2o077o212223:00:00 --2007/o2723 t9:o6·oo 21 497 ' t982/03/28 22:00:00 jt982/03/30 Ot :00.00 28 __ 498 r---t98§/o_9/_fBt4.00:00 __ _ _ _ __ t985/09/t9 _tt:OO.()() 22 _ 499 t962/02/25 00:00:00 t962/02/27 00:00:00 49 500 t977/02/24 t7·oo·oo t977/02/25 2t :oo·oo 29 w----199a703713t9 oo oo t998/03/ts t8:oo oo 4s -502 --t969/0t/t9 01 oo·oo --1969/o1J22 16.oo oo -a8 so:l t98776372500:00:00 -t987/03/26 18:oo.oo 43 504 t958/02/t3 05:00:00 1958/02/14 04:60:00 24 o.t78 t 6o.s2% --D:T---o.t77 60.64% --o.-r-------- o.t77 60 76% -_0.1 ___ - --&m-----~~i~~~J:i ~~--- O.t75 6t.25% O.t O.t73 I 61.38% TOT-- O.t73 61.50% !O.t ~:~~ ---~::~;~: t ---------- - O.t7 61.87% O.t 0.169 6(99% - -"0.1 _____ --- 50s 1977/02/22 o4:oo:oo 1977/oi/23 o2:oo:oo 23 506 1988/t2/28 Ot:OO:OO 1988/t2/29 08:00:00 32 507--1--19517f0711 02:66:60 1951/t0/12 08:00:00 3t 508 t955/0t/31 01:00:00 1955/02/0t 05:00:00 29 0.169 62.t2% jo.T - 1 O.t68 62.24% lQ,! I __ ~:~; _ .t ~:!;~ o.1 11/3/2015 9:28AM 11/18 Excel Engineering pea kF lowStatisti csPost Mitigated. txt Rank ! Start Date End Date I, Duratoon Peak Frequency I Return Period ;~~ I f~~~6~~~ ~~:~~:~~ ~~~~6~~; ~~:~~·~~ I ~~ -----~-~~:~~~: t&f ~~~=-----=---==--=---=- 511 1 1978/03/2217:oo:oo 1978/03/241o:oo.oo -42-----o.166 62.85% 0.1 ---5f2~-1990701702os:oo:aa· 199oto1to3o8:oo.oo 24 1 o.166__ 62.98% o~1 ---------r--~--~ 1995/1211306:00:00 199S/1211408:0o:oo ---27 1 -0.166 ----63.10% -----;0,1---------------- 514 2005/03/0412:oo:oo 2005/03/0601:oo·oo ~-~--___ _QJ§_s__ 63.22% ---E'oc-c.1'------- 515 1965/1212203:00:00 1965/12/2305:00:00 27 0.165 ; __ 63.35% --!0.1 _____ -------- 516 1969/03/13 04:00:00 -1969/03/14 01:00:00 22 0:165 I 63.47% 0.1 -------51"7_ 1975/1211218:00:00 . -1975/12/1314:00:00 -21 0.165 63.59% 0.1 __ _§_til___ 1983/08/181o:oo:oo 1983/08/19 o8:oo:oo 23 o:Tss _,_ 63.71% o.1 519 1987/07/1711:00:00 1987/07/18 09:00:00 23 --0.165 63.84% 0.1 520 ---l 1987/1212914:00:00 1987/12/31 01:00:00 36 0.165 63.96% 0.1 --521 _ 1 -1988/11/1014:oo:oo 1988/11/12o5:oo:oo t-4o o.iss 84.08% _gJ__ _ _________ _ ~-i 1991/1211806:00:00 1991/12/2007:00:00 1---= 5o --1-----0.165_ 84.21% --+O;-·_c1 ______ _ 523 I 2002103/17 23:00:00 2002103/19 01:00:00 __ t' 27 +--___ 0.165 -------84.33% 0.1 _______ _ 524 -~-1981/04/02 07:oo:oo 1981/04/03 06:0o:oo 24 o.164 64.45% o.1 _ 525 1983/10/0711:oo:oo 1983/10/0_!l~il_Q.:QQ _ ______E_ __ l_o.164 _6458% _ _g,_t ______________ _ 526 : 2006/1211623:00:00 -+-2006/12/1802:00:00 28 I 0.164 6470% 0.1 ------- 527 _____ 1 1964/03/02 11 :oo:oo 1964/03/03 o9:oo:oo -~3--T-_ _Q_,163 -___:__ 64.82% _ _g,_1_ _ _______ _ ----528 ___ --r 198oto4t2818:oo:oo 198oto4t3o o5:oo:oo 36 o.163 64.94% o.1 529-1993/1211419:oo:oo 1993/1211518:oo:oo 24 o.163 -s5.o7% o.i 530 -1985/10/06 09:00":00 1985/10/08 05:00:00 45 ------~ S~9o/o 0.1 531 1951/10/14 12:00:00 1951/10/16 05:00:00 42 0.161 65.31% it ---532--1969/12109 02:00:00 1969/12109 21:00:00 26 6.161 65.44% 1- 533 -1971/01/12 22:00:00 1971/01/1319:00:00 22 _ L 0.161 -65.56% - - 534 1973/02103 23:oo:oo 1973/02/0418:oo:oo 2o o.161 65.68% -0.1 --- ----------- ------------- 535-1975/03/14 o4:oo:oo 1975/03/14 23:oo:oo 20 -: --o.161 -65.81% 'o.i 536 1980to5t0813:oo:oo 198oto5t1108:oo:oo 68 I o.161 65.93% 0.1 -------s37-1987to21o514:oo:oo 1987/02/06 o7:oo:oo 1s - -o.161 66.05% "o.i 538 2ooot1111610:00:00___ 2ooot11112o4:oo:aa --~----ill-,-66:17% __ -:o:T ___ _ 539 2000/11130 11:00:00 2000/12/01 04:00:00 18 0.161 66.30% 0.1 ------------1 540 I 1951/1112004:00:00 -1951/11/2116:00:00 37 ---~--;--66.42'/o ____ Q,., 541 -1989/01/0718:00:00 1989/01/0813:00:00 20 ----~-----66.54%-0.1 ------------- -~---l--_1999_/_09/1~_19:00:00 1999/09/1912:00:00 18 ~_1_6-+---66.67% ll"l1 ----- -----543 1954/1210401:00:00 1954/12/0419:00:00 19 -_Q.t_!j9 J _66.79% --0.1 544 1995to1t1613:oo:oo 1995lo1t1711:oo:oo _ 1 , ~------o.159 1. ____ 66.!!1% o.1 ________________ _ -;:r---~gn~:~~i~~ ~~~~~~;~;66:~~:~~ ~~ -----~:~;~ -~1:~~ ~:1------------------- i 547 1977/07/1411:oo:oo _ -1---1977/07/16 1o:oo:oo 48 o.158 rl 67.28% ~---___ _ 548-1979/1212512:00:00 tl 1979/12/2605:00:00 18 0.158 67.40% 10.1 549--1974to11o1 o7:oo:oo 1974to1to2o4:oo:oo 22 ----~----=--67.53•;~ D.i -----~=-=---=-~=---- 550 , 1983/1211917:00:00 1983/12/20 10:00:00 1S 0.157 67.65o/o 0.1 -551-----,--19927o3T3T 17:oo:oo 1992104/o11o:OO:oo ----1-8--_-0.157 _____ 67.77% o.1 -552 I -1998/11/28 09:00:00 l998/11/29 22:00:00 ---JS 0.157 Si.96o/~ 0.1 ------553 195211211709:00:00 1952112/1811:00:00 27 0.156 68.02% 0.1 554 ~--197770172904:00:00 ____ -1977/o1t2923:0o:oo ---20 -o.1S6 68.14% -M ------sss---+---19s47i1t1617:oo:oo 1984/111171o:oo:oo -----,-a--o.iss 68.27% o.1 --~~~~~~~~~----------------------------------------------------------------------------------------------~~~---·· 11/3/2015 9:28AM 12/18 Excel Engineering Rank Start Date End Date Duration 556 t989/0t/23 22:00:00 1989/01/24 17:00:00 20 --~ 1992/03J2915:oo:oa-1992/03/30 o8:oo:oo 18 558 1955/04/2613:oo:oo 1955Rl4727o7:oo:oo ---------__ 19 ___ ---- ~----1962/03/23ot:ob:oo 1962I03/2318:oo:oo-18 ----560 -1977112/2306:00:00___ -1977/12723 22:00:00 17 561 1959/10/01 06:00:00 1959/10/02 01:00:00 20 562 -------196i70372aos:Oo:oo 1961 Jo3J29 11 :oo:oo 31 +- 563 1987/11/18 oo:oo:oo 198771 {lis 1s:oo:oo ---11 --~ -- n!--~~~ -m~1~~1r~n~m~ ~~!*~~Hi:~~-:~t===~~-=~~-t~ -=--~~~-- 568_ ----=i=-19_83/03i£81o:oo:oo __ 1983/03/29 o2:oo:oo r --,7 569 1983/1211516:00:00 t983/12/1608:00:00 ~ 17 576-- -1962105/14 2o:oo:oo i9627o571519:oo:oo ---1 ---24 571 -1977/07/2214:00:00 1977!67!23 06:00:00 ___ r---17-- 572 . 1982104/04 14:00:00 1982104/05 06:00:00 17 573 --1983/11/1802:00:00 i983iHH8f8:00:00 _______ 17- ----574-1987112/11 08:oo:oo 1987/12/12 oo:oo:oo 17 . --575--. 1989/12/oi 13:00:00-+-1989/12/02 os:oo:o-o 17 576-2oo711 o113 11 :oo:oo 2667J1oi14 o4:oo:oo -18 STl ----+--1988/04/18 07:00:00 i988704/1B 23'00:00 --17 578 1965/09/16 20:00:00 1965/09/18 06:00:00 35 579 1977/05/12 12:00:00 19777657i304:00:00--17 580 1980/05/02 13:00:00 1980/05/03 04:00:00 -16---~-it--198170371415:00:00 1981/03/15 07:00:00 17 582 1984/01/1519:00:00 1984/01/17 02:00:00--32 583 1999/04/06 23:00:00 1999/04/09 02:00:00 52 -584-19647o2729o7:oo:oo -------1964J03Jo1 oo:oo:oo 18 ---~ ---585-1971/03/13 Tocoo:oo -r 1971/03/14 o2:oo:oo Ti -- ---~ ---1982702/ii 04:00:00 . 1982/02/1719:00:00 16 587 1986/02123 09:00:0() -198670272400:00:00-----i6 ---588-------1986763161 10:06:60 1986/03/02 01 :00:00 16 589 1953/01/06 20:00:00 1953/01/08 17:00:00 46 --~ ---1960/03/28-o-4:oo:oa 1960/03/29 oo:oo:oo -21 ---~-199na2/1023:oa:oo-1997~o211117:oo:oo -L--19 592_____ 1981/03/1020:00:00 1981/03/1111:00:00 --,6- 593 --1987/10/28 03:00:00 i987iiOi2818:oo:oo--i6 594 1996/10/0113:00:00 1996/10/03 21:00:00 57 595 19997047lfi18:60:0il-199970-4702 13:00:00 20 --~ 1953/11/o511:oo:oo 1953/11/061o:oo:oo 24 597-1978/12101 21:00:00 1978/12/0212:00:00 16 598 1993/02126 21 :oo:oo 1993Jo2J2716:oa:oo -2o 599-1996/01/16 22:00:00 1996/01/17 16:00:00 19 600 2008/01/23 22:00:00 2008/01/24 22:00:00 25 601------2002102/17 20:00:00 I 2002102/1814:00:00 19 so2 1957iiiit419:oo:oo -----1957/11/17TI:oa:oo ss 11/3/2015 9:28AM Peak 0.156 0.156 0.155 o.i55 0.155-- 0.154 0.154 -0.154 0~154 0.153 0.153 0.153 -0.153 0.153- -0.152 -Q.T52 0.152 -0.152 0.152 6:152 -0:152 -o-:151 0.15 -0.15 0.15 0.15 -0.15 0.15 0.149 . -0:149 0.149 0:149 0.149 0.148 0.148 0.148 -0.147 0.147 0.147 6:i47 0.146 6.146 0.146 - 0.146 0.146 0.145 o:144 peakFiowStatisticsPostMitigated.txt Frequency Return Period 68.39% [0.1 68.51% 10.1 68.63% --o:T - --68.76% ---o:-1 68.-88-0/o -a: 1 ------------- 69.00% 69.13% 69.25%-- 69.37% 69.50°/o - 69:62°/~ 0.1 69.74% 0.1 69.86% o:-1 ------69.99%----o-:-1 70.11% 0.1 70.23% o:1 70.36% 0.1 1o .48% oT --- ~g~~~ -=** ~E I!: ~ ---- 71.34% ----*------71.46% ---a.-,------ 71.59% ·o.1 71.71% 0.1 71.83%-------roT- 71.96% -o_-,-------- }~:~-~~.--i+-=~-==~-------- 72.32% ,0.1 72.45% 10.1 72.57% -~~=~=::_---_::::_~- 72.69% ',0.1 n-.-82% 'o.1 72.94% ·o.1 73.06% '0.1 73.19% --0.1 73.31% ---0.-1----------- - --73_.4_3°-Yo ·o:i 73.55%. -_)Q.1 ;~.!~~ *-+ ----- 74.05% !0.1 13/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank ! S1art Date End Date Duration ! Peak ' Frequency ! Return Period 603 --+---1~4f?310:_Q_Q:OO _ 1960/04/2416:00:00 -~--r______QJ_4±_ __ ~' ~ ~1_1"1· __ 10~0_.:_1_~1 ________________ _ 604 1967/12108 02:00:00 1967/12/09 03:00:00 . 26 --. . .. 0.144 ' 74.29% . 605 1983/05/0611 :OO':ilO 1983/65!67 oi:oiEoo 15 - --OT44 ___ r----74.42% 606 1973/12I0121:oo:oo 1973712io211:oo:oo---~ K --~_ ~~-f-----74.54% 607 , 1977/09/10 oo:oo:oo 1977Ri9/1o 14:oo:oo -15 o.143 74.66% --,aT _________ ---- 608 1981/05/0114:00:00 1981/05/02 04:00:00 15 0.143 74.78% '0.1 6o9 1983/01/17 08:oo:oo 1983/01/20 03:oo:oo -------sa -. (['1_43 ---74.91% --~----------======--------1 610 1955/12104 09:00:00 1955/12/05 03:00:00 ---~_1!l__ --0.142---t-75.03% ;0.1 611 1956/05/1 o o2:oo:oo 1956/05/1 o 16:oo:oo --~-_____1§_ _ Q.~ ___ 1-_-~7~5'-'.1~5.~Y.'-------I.coo'c:-_1---~--__ --:_-_-_-_-_-_-_-_-_-_ ----612 1960/1210306:00:00 1960/12/0320:00:00 15 0.142 t-75.28% '0.1 613 1973/03126 o9:oo:oo 1973/03/26 23:o0:oo 15 --T o.142 ~--~75oc.4~o"'·;.".--~---+;, oc-c.1:---------~ 614 1976/04/04 06:oo:oo 1976/04/05 13:oo:oo 32 ~I--o.142 75.52% ---+-::co-'-c:-.1 ______ _ ~----1987111114 o4:oo:oo 1987111/J~ 18:ooj50 j i5 _ -+-o.142 75.65% _ &l------------- 616 2006/1212213:00:00 2006/12/2303:00:00 ---15 j _ _Q._1_~ --75.77%-0.1 ---~--- f---_____§_11__ __ 1960/03/13 o7:oo:oo 196o/o3/13 21 :oo:oo 15 o.141 75.89% -o:1 618 195371276412:00:00 ____ -1953/1210502:00:00 15 0.14 76.01% --r-o.-r---------~------ 619 1975/04/2510:00:00 1975/04/2601:00:00 __ f-16 I 0.14 76.14% 0.1 f---620 1971/04/26 07:00:00 ' 1971/04/26 22:00:00 ---16 ---5.139 ----76.26.% --f-Q.j---------------- 621 1971/12107 04:00:00 -:------1971/1210718:00:00 -f---15 . 0.139 --76.38%--ro.-,-----~---- - -622 19ilo!04/01 18:oo:oo , 1_~80/04/02 08:oo:oo _ ___ - -15 --0.139 ----76.51% 0.1 ---~~ 623 ___ i',-1981101/11 09:00:00 1981/01_/13 03:00:00 --43 ~ ----0.139 --76.63'1. '6.1 624 1957/01/2020:oo:oo 1957/01/21fo:00:6o 15------o.137 76.75"/~ :o.1 625 1963/10/1612:00:00 1963/10/1914:00:00 --75 0.137 76.88% i0.1 626 1970/01/10 04:00:00-1970/01/12 12:00:00 ---~-~-o:137 77.00% -=i,_oo_ .. _f1 -__: 627 1977/07/20 12:oo:oo 1977/07/21 o1:oo:oo 14 -o.i:i7 77.12% 628 1994104/24 oi:Oo:Oo 1994104127 23:oo:oo -~~~--; -oT37 77.24% ,o.1 629 1998/12119 21:00:00 1998/12/20 12:00:00 -----1 ----1-6--t-0.137 77.37% 6.1 630 1999/03/1513:00:00 j ~~16 02:QO:QO l±_ ___ t _ _____QJE _____ ~~ ()_,_! 631 1969/03/09 05:00:00 1969/03/11 11:00:00 --55 Q_13_6_ t 77 61% ---lW- 632 1996/04/1805:00:00-'-1996/04/1822:00:00 18 0.136 7774% 0.1 63:3 2001/12120 20:00:00 2001/12/2210:00:00---~-39 I 0.136 -:__ 77.86% 0.1 634 -i952704/08 01:00:00 --+ 1952/04/08 23:00:00 23 0.134 77.98% 0.1 635 -1955/01/02 01 :oo:oo -1955/01/0219:6o:oo 19 -o 134 --7811%-+o~ . ..c1 _______ _ 636 1965/04/13 02:oo:oo I 1965/04/13 17:oo:oo 16 o 134 78 23% o 1 637 1969/04/0308:00:00 --1969/04/0400:00:00 17 --0.134 78.35% __ 0:1 ____ _ _ __ _ 638 , 19_62105/27 14:oo:oo 1962io5/28 04:oo:oo __ 1s _ - ---0:133-----78.47% aT - - ---__:___ _______ _ 639 I 1971/12113 08:00:00 1971/12113 22:00:00 f-___ _1§____ O.J3~ 78.60% 0.1 640 2006/03/07 03:00:00~---2006/03/07 17:00:00 - ' 15 0.132 78.72% 10.1 641 +-1963/11/0617:00:00 1963/11/07 07:00:00 15 _0,1:3_! 78.84% j0.1 -------s42----illii5i727 15:50:00----1977/07/28 04:oo:oo ' 14 o.131 ~7:.o8"'.9~7ce%:'--+-o:,o~.1----------------~ 643 j 1985/0212022:oo:oo 1985/0212111:oo:oo ---+ 14 o.131 ~7~9-~0~9·~Y·_-_-_j_TO~-..c1_-----~------~--------644 -+--1993/11/23 02:00:00 --1993/11/2319:00:00 ---16--0.131 79.21% ,0.1 645 i 2004/03/2611:00:00 2004/03/27 04:00:00 18-0.131 ______ 79.34°/;_ '0.1 - 646 1999/03/1115:00:00 1999/03/1206:00:00 ------,6 0.13 ! 79.46% ---Q.1-~----- 647 1980/03/1819:00:00 1980/03/19 08:00:00 14 ----+-__ o 0 .. _1 1 2 2 9 9 _ ~-r: ___ 7 7 9 9 ._5 7 8 0 :.-o 0 _-_1 1 __ 648__::::::-__ 1995/Q5/Q_1_ 15:00:00 _ 1995/05/02 04:00:00 ---,,( ,. ----------------1 649 ' 1996/0211216:oo:oo 1996/02113 04:oo:oo 13 I o.129 79.83% --0:1- ... -------- --~-----~--- -- ""' --~~~~~~~~~------------------------------------------------------------------------------------------------~-----'·' 11/3/2015 9:28AM 14/18 Excel Engineering Rank Start Date End Date 650 1999/01/31 13:00:00 1999/02/01 02:00:00 . ----651 --2004/02/1819:00:00 2004/02/19 08:00:00 652 2004/04/17 16:00:00 2004704718 05:00:00 - 6s3 -1956/04/27 o5:6o:oo . -1956/04/27 23:oo:oo -654-1957/i1Jo214:aa:oa 1957/11/os 21:oo:oo 655 1958/11/11 08:00:00 1958/11/1119:00:00 656-1965/03/07 01 :00:00 1965/03/07 13:00:00. 657 1981/04/26 20:00:00 ' 198176472707:00:00 658 1982/04/11 22:60:60 I 1982/04/12 1 0:00:00 . -:_ ~~~ --:~~~;~~;6~ ~~:~~:~~ -=~r~---~~~~j~~~6~:~n~ 661 1998/05/06 20:00:00 1 1998/05/07 09:00:00 662 1999102109 22:oo:oo · 1999/02110 o9:oo:oo 663 2000/09/23 02:00:00 ' 2000/09/23 15:00:00 664 2001104121 11 :oo:oo I 200i704722 o2:oo:oo-665----20017i1712 20:00:00 f .. 2001/11/14 06:00:00- 666 2003/05/03 20:00:00 I 2003/05/04 10:00:00 -667--2005/03/19 05:00:00 2665103/20 11:00:00 668 2oo6/04/14 16:00:00 . 2o06/04!15 22:oo:oo 669 2006/11/27 13:00:00 20067ft728 02:00:00-- -670 2008/02/1417:00:00 2008/02/15 04:00:00 -·--.6 6 7 72 1 ----r-1953/11/20 09:00:00 -. -1953111/20 21:00:00 1963/12/10 02:00:00 1963/12/10 12:00:00 673 1964/02/15 10:00:00 1964/02/16 00:00:00 6i4 1966101/20 o2:oo:oo 1966/o172o 1:Eoo:6o sis 1967103129 o9:oo:oo 196770372919:0o:oo -676 -1970/04/17 0-1:00:00 1970/04/17 11:00:00 677 1970/04/27 13:00:00 1970/04/27 23:00:00 678--1971/05/07 22:00:00 1971705708 11:00:00 679 1972101/6911 :oO:oo 1972/01/09 21 :oo:oo 680 1973/01710 03:00:00 1973/01/1012:00:00 -~---. 1976/05/07 o3:oo:oo -1976!05!07 13:66:60 -682-- - -i976/06/o1 11 :oo:oo ---1976/06/01 21 :oO:oo 683 1976/06/1012:00:00 1976/06/10 22:00:00 -. 684 ----f97S/06/30 19:00:00 r--1976)67/01 OS:oo:oo 685 1976/11/2713:00:00 '1' 1976/1112723:00:00 686 1977/01/26 03:00:00 ·-_-1977/0i/2613:00:06 687 1977/09/05 09:00:00 1977/09/0519:00:00 688 1977/10/05 21:00:00 1977/10/06 07:00:00 ··-689-~------,mio4/2s 19:oo:oo 1978/04/26 os:oo:oo 696 1978/09/16 14:00:00 1978/09/llOO:OO:OO - -691-----1979/01/2517:00:00 ---1979/01/26 03:00:00 692 1979/05/07 13:00:00 I 197970570723:00:00 -693 1979/08719 f7:0oi>o 1979/08/20 03:oo:oo 694 1979/10/05 01:00:00 1979/10/05 11:00:00 --~ ~1iosof'oo:oo 1979/11/0S11:oo:oo -- 696 1980/01/0i io:6o:oo f98o701/07 2o:oo:oo 11/3/2015 9:28AM Duration 14 14 14 19 80 12 13 12 13 12 13 14 --12 i4 T6 :ls 15 31 31 14 12 13 11 15 11 1i 11 11 i4 11 ia 11 11 11 11 H 11 11 11 11 11 it H- 11 11 11-- ii Peak 0.129 ----0.129 -- -6:129 0.128 6.128 0.128 o.i28 ---0.128 -0.128 6:128- 0.128 0.128 --0.128 aT28 -OT28 0.128 0.128 0.128 -·-·--0:128 a:12a 0.128 0.127 0.127 o:127- 0.127 -0.127 0:127 0.127 6.127 0.127 0.127 0.127 0.127 0.127 o:127 -· -0.127 0.127 . --0.127 0.127 0:127 0.127 6.127 ----0.127 - 0.127 0.127 0:127 -Ti27 -+ peakFiowStatisticsPostMitigated.txt Frequency Return Period ~~~~~: ---@}---- -· -·-80.20% ---',0.1-- ~-~ ~~:!~f -]~:~ 80.57% '0.1 ao:69o/o . 0. 1 80.81% Jl.T----- 80.93% --;o.T --- 81:06'/o [ (). 1 81.18% 0.1 81.30% 0.1 ·81.43%·-Q.j-- -81.55% __ G.T ___ _ ·-81.67% --G.T- 81.80% - -'QT 81.92% 0.1 ~~:~~f.. m~N ·------- -82.29% ---0. ,-- ___ 82.41%---il.T·- --82.53% 0. i 82.66% 82~78% 82.90% 83.03% 83.15% 83.27% 83.39% ----83.52%- -83.64% -83.76°7. -------83.89% 84.01% 84.13% 84.26% 84.38% 84.50% 84.62% 84.75% 84.87% 84.99% 85.12% -85.24% --- 85.36% 85.49% 85:sw.; 15/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date I Duration ! Peak 1 Frequency I Return Period 697 1981/10/11 09:00:00 1----1981/10/11_1JI:OO.OO j !1 j1 ____QJ_gZ_ 85.73% 0.1 698 1981/11/1615:00:00 J 1981/11/1701.0000 11 0.127 8585% 0.1 6ss 1981/12/21 o4:oo:oo f9s171272114.oO:oo ------,-,-----~ o.127 -;--85.98% -----j~o~_,-_-__________ _ --700--1982/0570616:00:00---1982/05/07 02:00:00 ---11 0.127 -r-86.10% 0.1 761 t, ---1982/06/1715:00:00 1982/06/1801:00.00 11 D.f~-~ 86.22% --to:1' 702 1982/10/26 09:00:00 1982/10/2619:00'00 11 0.127 86 35% 0.1 1-703 I 1983/01/0511:oo:oo 1983_/Q1_/()~~-!lo_()o_ _ _J= 11 ~--t--o:127 ___ 86.47% _ ~-- 704 . 1983/08/06 07:00:00 1983/08/0617:00:00 ! --!!_ --~---__ 86 59% -,;QJ_ -- 705 1984to1t0418:oo:oo 1984to1tos04:oo:oo 11 o.127 86 72% o.1 706 1984/02/1007:00:00 "1984/027i()f7:00:00 i--_--11-=--= -----o:127---=-8684% ~-Q-! 707 1984/07/15 17:00:00 1984707i16 03:00:00 11 0 127 86 96% 0 1 I-- 7 7 0 o 9 8 _ __ _ 1 1_ 9 L__ 8 84 51 t 0 1 4 1 1 t 2 o8 1 __ 2 os 0 ___ :0()0o~_:_0o0o 1984/11/08 19:oo:oo 1 __ _1_1___ __ o 1£7' ___ c--_ 87.08•1: .iL_ __ _ 1985/04/22 06:00:00 11 0 127 87 21% 0.1 -?10 -----1986/04/0111:oo:oo 1986/04/0121:oo:oo ~~ 1 ..;o"'.1~2~7---l---8~7~3~3~%~.-~o~.1:-------------l 711 --i"" 1986/11/0515:00:00 -1986/11/06 01:00:00 11 ' 0.127 ~.45% loT----------~T 1987t01/281o:oo:oo 1987to1t282<Eoo:oo --11---:---0.127 87.58% lo.1 713 1 1987/02/031s:oo:oo ___ 1987/02/0401:oo:oo 11 o.127 87.70% o.1 714 I 1s87to8t14 12:oo:o0-1987to8114 22:oo:o0 ----1-1-----0.127 ats2o;. oJ _ _ _ _ ;~~ _ I ~~:~;~~;~~ ~~:~~:~~ ~~::;~~;~~ ~~:~~~---=-== ~~ -==~)~~L-=b :~:~~;. ~---==~===----=-=-- 717 I 1988/05/29 09:00:00 1988/05/2919:00:00-11 0.127 ' 88.19% 0.1 71S 1 1989/01/05 21:00:00 1989/01/06 07:00:00 i1 0.127 I 88.31% to.1------------- 719 I 1989/06/04 09:00:00 1989/06/0419:00:00 11 0.127 ___ 1 __ 88.44% __ g __________ _ ---720 -I 1ilii9Tf1726T:l:OO:OO ---1989/11/26 23:00:00 11 0.127 88.56% 0.1 l---721--· 1s90761i22 f:loooo----1ssoto1122 23:oo:oo T--11 D.127---t--88.68% --t-o:1 722 1, -1990/05/13 1s:oo:oo --+-1990/05/14 os:oo:oo 11 o.127 r-------88.81% ---to:T·---------------723---1990/08/lS10:00:00 ----;-1990/08/15 20:00:00 11 0.127 -88.93%----;o:-,---------------- ., -- 724 1990/12/2010:00:00 1990/12/2020:00:00 11 0.127 __ 89.05% __ jQJ__ 725 1991/01/0400:00:00 1991/01/0410:00:00 --,-, ----"'D.i27 89.18% 0.1 --------------.. 726 ' 1991/07/3114:00:00 1991/08/01 00:00:00 -11 0.127 89.30% ~----------------- -727 ----t 1991/12/0913:00:00 1991/12/0923:00:00 11 0.127 89.42% 0.1 728 I 1992/05/06 02:00:00 1992/05/0612:00:00-11 . 0.127 -89.54%---ro.,--- 729 1992/05/17 20:00:00 1992/05/18 os:oo:oo ---Tl----~-------o:T27 89.67%' 0.1 730 1992/12/0406:00:00 1992/12/0422:00:00 17 0.127 --~ 89.79% &-1------------------- 1---731 1998/01/0320:oo:oo 1998/01/osoo·oo·oo 2s ---o.T27 1 89.91% o.1 732 -1998704Tf520:00:00-1998/04/16 o7:oo:oo ~---12 o.m ____ so.04%--r-o:--r- 733 -1999/01/20 17:oo:oo -=1~99"'s07to"'1"'/2"'1""o"'6-"':o~o"':o~o----,-_-_--_-_1o-o4c-------------~o,.,"'12;o;7 ___ -90.16% -_g.J_ ---~::_ __ _ 734 2002/12/29 20:00:00 2002/12/30 08:00:00 13 0.127 90.28% 0.1 -------- 735_-I-2003/11/1603:00:00 2003/11/1621:00:00 19 0.127 90.41% 01 736 2007/09/2213:00:00 2007/09/23 02:00:00 -14 -~0"'.1"'27~-+--c9~0;-'-;.5"'3:;c%c-----~0:_11~ ---_-_:-__ --- -_ _::-___:_ - 737 1955/11/2118:00:00 1955/11/2204:00:00 11 0.126 90.65% 738 T 1sss1121o7 o2:oo:oo 1ssst121o71s:oo:oo 14 o.126 90.77% 10.1 __ 7 74 39 0 _ 1 1 2oo1i12114 2o:oo:oo 2001/121_1_506:oo:oo ___ 11 -----o;o'.~1~2~----t---~9"'o"'.9"'o•~v.----,,-;;-().'<1---------_--_-_______ __ 1968/01/2802:00:00 1968/01/2813:00:00 12 0.116 91.02% 10.1 741 I 1s6oto3t2312:oo:oo 1s6oto3t23 2o:oo:oo 9 o.111 91.14% ----~~"'o.,_,1 ______________ -J 742 , iss7Tf071113:oo-:oo --, 1957/10/12 oo:oo:oo -Ti-o.HJ7 ---91.27% & 0 ._! 1 1 __ -~-~ --1994/11/1612:oo:oo --~1s"'sc-.4t'"1-::--1/'"'1"6--o-19~:-;;-oo"':o~o~-l-------'8~--+----0.107 91:39o7. 10.1 -~:=-=:::-:-=-~~~-----------------------------------::-;:-;:~-·~· 11/3/2015 9:28AM 16/18 Excel Engineering Rank Start Date End Date 7 44 ---f----2oo21o4126 15:oo:oo ~o~2LQ4t27 oo:oo:oo __ --L 745 I 1975/02/14 06:00:00 1975/02/14 17:00:00 746 r 1951/12/02 04:00:00 ~--1951/12/0gi3:oo:oo __ _ 747 1964/03/13 02:00:00 1964/03/13 11:00:00 l48 1993761/02 iO:OO:OO--• --1993/01/03 02:00:00 749 2001/01/0819:00:00 2001/01/09 05:00:00 756 26657i2R>3 63:0o~oo--2005t12to3 i!EoO:oo ~-1968/12/2013:00:00 1968/12/20 23:00:00 752 1965/07/30 00:00:00 1 --19El5/07/30 09:00:00 ---753 1963104/oil 68:6o:o6 T 1963/04/0819:00:00 ---754--1966to3to21o:oo:oo--: 19s6to3to2 i7:oo:OO 755 2003/03/22 20:00:00 --_)_.. -2003/03/23-05--:00:0-0 --756 --i966/6272so3:oa:oa 1966to2t2514:oo:oo 757 --19697ff71521:00:00 -1969/11/16 05:00:00 - -758 -1963/osiii 16:06:65------1963/06/11 23:o0:6o ----759 ----2ooaio2if6-2o:oo:o6 ---2oooto2118 o2:oo:oo 760 2001/12/30 20:00:00 2001/12/31 04:00:00 761 2003/11/03 20:00:00 -------2003/11/04 06:00:00 - -762 -2oiistoit22 o7:0o:oo 1 ---2oo8to1t22Ts:Oo:oo ---763 --1955/12/01 22:00:00 ! 195571210206:00:00- --~--2002/04/24 16:00:00 2002/04/24 22:00:00 765 2003/11/01 12:00:00 2003/11/01 19:00:00 766 1961/03/15 14:00:00 1961/03/15 22:00:00 767 2006/03/17 23:00:00 2006/03/18 14:00:00 768 1972/10/17 07:00:00 1972/10/17 i 3:00:00--~ 1998/1l/1i 12:00:00 --1998/11112 ()3:00:00 -770--1992/10/3021:00:00 1992/10/31 04:00:00 771 2002/09/29 20:00:00 2002109/30 04:00:00 ------n2 T969i05i0514:oo:oo ---1969/05to6 i?:oo:oo 773 1963to4t1419:oo:oo 1963to4;Tso1 :oo:oo-- 774 1952/o9/1917:oo:oo 1952to9/20-oa:oa:oo 775 --1998/08/31 23:oo:oo fs98to9/oi os:oa:oo 776 1999/07/1813:00:00 1999/07/18 19:00:00 777 2004/08/30 23:00:00 2004/08/31 05:00:00 778--2005/01/28 18:00:00 2665/0T;2900:00:00-- 779 --1964/04/0112:00:00 1964/04/01 r7:00:00----- 78il___ 1963;o3115 oToo:oo----1963703i15 14:6o:oo --781--1961/1oto8T9:60:oo --1961110/69 oo:oo:oo 782 1953/03/20 10:00:00 1953/03/20 17:00:00 Y83 1969i02/f6oO:OO:OO-1969/02/16 05:00:00-- 2oooto2128 20 :oo:Oo 2oooto2128 23 :oo :oo 2002/047f512:00:00 2602/04/15 15:00:00 1994/11118 o8:oo:66 -1994/1f)i810:0o:oo---- 1998/09/03 11 :oo:oo 1 998to9To3 13:oo:oo 1964/01/18 21:00:00 1964/01/19 02:00:00 1996/01/25 16:oo:oo --1996toi/25 2o:oo:oo 1971/11/1212:00:00 ----1971/11/1214:00:00 11/3/2015 9:28AM Duration 10 12 TO io 17 11 8 11 io i2 8 10 12 9 8 31 9 Ti 9 9 -T 8 9 16 7 --16 8 9 28 7 8 7 7 7 7 6 8 --6 8 6 4 4 3 3 6 5 3 peakFiowStatisticsPostMitigated.txt Peak 0.106 0.104 0.102 0.102 0.097 0.097 0.094 92.25% 0.693 ________ 92.37% -- 0.092 92~50°/o 0.085 ----·----92.62% 0.084 9274% 0.083 92.87% 0.08 ----i -92.99% -0.075----:----93.11% 0.071 ~ 93.23% D.07i--93.36% 0.071 93.48% 0.068 93.60o/o -0.066 93.73% 0.065 93.85% -0.064 93.97% 0.064----9-4.-1-0o/.-. ---0.1 0.062 l 94.22% 0.1 --o.o59 94.34% :o.1 0.057 94.46% 0.1 5.657 94.59% iQ.T - - - 6.053 --94.71%-0 1 ~.~;~ ~::~~~: *fft----6.05 -95.08% 1 0.048 95.20% - 1 o.o48 :~~-95.33% 1 0.048 . -95.45% --([f 0.048 [' 95.57% 0.1 lf04_B ___ -___ 95.69% __ _j_J 0.045 95.82% -j.g4_ - 0.043 95.94% 10.1 o.o39 96:os% lo.T -- ~.~~~ -j -~~.~~~: --.~0 .. ~,-~--- 0.03 96.43% lli± 0.029 96.56% '0.1 o.o27 96.68% -a., 6.025 96.80% ----o:T- 0.024 96.92% :0.1 o.o23 97.05% 'o.1 o.o21 97.17% a.i 17/18 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date I, Duration Peak Frequency Return Period 791 1995/12116 03:oo:oo__ 1995/12/16 o5:oo oo _ t~--3 _____ _{),021 ______ !JU9% -~-- 792 1951/11/13o5:oo:oo 1951/11/1307:oo:oo 3 o_og_ -~-97.42% __ ~ 793 ---1962703/29 11 :00:00 -1962103/29 13:60:00---3--0.02 97.54% 0.1 f---794 ---2oo2I05/21 o1:oo:oo -~/05/21 03:oo:oo ---3 ------o:Di9 97.66% ~>oc-;.1;-------- 795 1969/02128 23:oo:oo --1969/03/01 o1:o~ -3--o:Oi7--T 97.79% 0.1 796 1974/02119 21 :oo:oo 1974/02119 22:oo·oo I 2 o.o16 ! 97.91% 0.1 797 1956/ii4/1114:oo:oo c=--1956/o471116:oo:oo • __ --3----o.o15 -98.03% __ a.i ~-=== ~ ~-===--= 798 1967/1211617:00:00 1967/12116 21:00:00 ---5-().()~ I --98.15% 0.1 799 1968/1211112:oo:oo 1968/1211113:oo:oo -' ---2----(J.()u-'-98.28%-o:1 __ _ c--·soo 1975/01/30 18:oo:oo -~i3o21:oo:oo -----4-o.o13 98.40% o.1 ----- so-1 1962106/15o5:oo:oo 1962106/15-16:oo:oo --12 -o.oo9 98.52% o:1______ ------- 110• c---802 1966/0211020:00:00 1966/0211021:00:00 2 0.009 98.65% --~ 803 1996/12131 i9:oo:oo 1996/1213119:o6:oo 1 o.oos---98.77% 0.1 804 1954/07113 08:00:00 -1954/07/13 08:00:00 -+----=-1 ---_ _1__:__ Q,Q0_3 -____ ---98&9% -~ ~----:------ 805 1995/11/01 23:00:00 ---1995/11/01 23:00:00 ' 1 ! 0.003 99.02% 0.1 806___ 2003/1210803:oo:oo r· -2003/12/0803:oo:oo -r T --. o.oo3 ____ 99.14% 0.1 807 1 1975/1o/o711:oo:oo -~'--1975/1o/o711:oo:oo ____ f-_ 1 o.oo2 99.26% o.1 808 1 1966/01/2712:oo:oo ' 196s/o1/2716:oo:oo 5-------a.om 99.38% o.1 f-----~~ _ -J ___ _1!lZ?f09/06 08:oo:oo _ --f _ 197210_9/06 09:0o:oo -2--o.oo1 99.51% 0.1 810 -i 1987/0211820:00:00 1987/02/1820:00:QQ____ 1 -----0.001 ----99.63% ___ .;.gJ -- ----_131! 1 __ 1992112112 00:00:00 ---1992112/12 00:00:00 1 0.001 t-99.75% ~-------- 812 1993/12119 07:oo:oo · 1993/12/19 o7:oo:oo --1 -o.oof· ! 99.88% 0.1 -End of Data----------------- ---- -- 11/3/2015 9:28AM 18/18 I I Excel Engineering Flow Duration Curves --Pre Developement Post Developement Un-Mitigated --Post Developement Mitigated 10 ~ 010 (11.971cfs) 0. 0 ••••• 0 ••••••••••• . . . . .................... 0 ••••••• 0 ••••••••• ~ Qlf (0.7866cfs) -~ (,) -Q) 5 -CIS 0:: ~ .2 LL. . . . . . • ••• 0 ••• . . . . .. •• 0 •••••••• 0 •• 0 ••• 0 ••••••••••••• 0 0 ••• 0 ••••• 0 ••••••••••• 0 •••••••••••• . . . .~ 0 I I 0 ~ ~ .. "' "' .... 0 0 0 Flow Duration PreDevelopement=365(days)x24(hrlday)x0.304(%)=26.6(hours/year) Flow Duration Unmitigated PostDevelopement=365(days)x24(hr/day)x0.718(%)=62.9(hours/year) Flow Duration Mitigated Post evelopementa365(days)x24(hr/day)x0.240(%)•21.0(hours/year) I 0.0 0.5 1.0 1.5 2.0 (%) Percent Time Exceedance I I I Excel Engineering ompare Post·Developement Curve to Pre·Developement Curve post-developementSWMMiile: 0:1141141 oo\GPJPIGP1 ISWMMIOutFall A 1141 oo-Mrf-A.out post=develOpemeliitimeSfamp:ffi2;2o154:o9:54PM-----------··· · ·-· - compare"dTo: ----------- - - - - - pre-developemenfSWMMfire: Q:\f4\14fOOIGPTP\GP1\SWMM\Oi.itF-all Al141oo:PRE:A.out ere_:di3_Veloe_elll_eJ11 tim~ S!a!Tl!J:. 1()/19/~0_15_~:~5:Q_5_£'1\,1 .,o e,<>O I '" <>"' +" ~'*' '-" <v"" <y+G I o\~ ,_<Q. «-'~~' o\o o\o 1 ,_ v_'..0~ """ ,_,, <Q.o<> """ <(0 ,._<::i 'V <Q.oc; <Q.'" o\~+ 0 0.00 7.65 2.38 FALSE 1 ·· o-:-oo -7.6i i25 FALSE 2 -· o.ao 7.57 2.22 FALSE --:f-_ j_ ol!o 7.54 i20 FALSE 4 0.01 "?.sf 2.17 FALSE 5 0.01 7.49 2.11 FALSE 6 0.01 7.47 2.10 FALSE -7 0.01 -1-7.45 2.09 FAlSE 8 - -O:o1 ·I--7.41--2ll9 FAlSE 9-- -I O.oT 7.36 2.08-FALSE 1o I 0.01 7:-32 2.06 FALSE- 11 I 0.01 7.28 2.06 FALSE -12--o:o1 7.24 (94 FALSE -13--O.o1 7.19 1.87 FAlSE --14--0.02 ··r 7.14 1:-87 FALSE -15--O.o2 --~-7.10 .. 1~85 FALSE 16 0.02 7.06 1.75 FALSE 17 0.02 7.01 1.74 FALSE -_1f~ L 0.62 6~96 U4 FALSE _IJ_ --1 -o:Oi -1 6.91 -1.64 FALSE 0.02-· r ---6:87 -i-:-63 FALSE 20 -i---21-.. 0.62 1 6~82 1.63 FALSE- 22 0.02 I 6.77 1.63 FALSE 23--0.02-- r --6)1-.. 1.63 --FALSE--L --24-0:03--1 6.67 1.6i FALSE -25-l ·-6:03 6.62 1.60 FALSE -26-0.63. 6.57 1.59 FALSE 27 0.03 6.51 1.59 FALSE 28 0.03 6.47 1.59 FALSE 29 ~03 -t -642 1:59 FALSE 3o o-:-o3 6.37 1.59 FALSE 31 -0.63 6.31 -1:-59 FALSE 11/3/2015 9:28AM flowDurationPassFaiiMitigated.TXT "' <" «' I +« o\~+ o\~ o\o ~~ ,_., ..._<:5 " I ,_,<> o<> 1 s'..., <Q.'~~' +« o\~ I -\-<f I o\~ I -FALSE TRUE I f'_a~-_ggost £3e1Q.w£1c>w(;()f1trQ1Ihr.eg,QI_d . FALSE TRUE . lf'asS: Qp~t_l3elo\'.'r=lc>I'I_CQnrroiTJlrE!SilolcJ FALSE TRUE J P_<ls§_-Qe.os.t_~QV>' f'IDI¥ QOJ1!'QI lh.'E'sllolcJ -~ FALSE TRUE _lf'_a§._s:_Qeo_st ~ei<>I"_FJQw_Contr_ol_TJlrE!ShQid _ FALSE -TRUE I Pass-Qpost Below Flow Control Threshold FALSE TRUE 1 Pass-Qpost Below Flow Control Threshold FALSE TRUE JP~S: Qp.QSt~eloi\IFIQ>V_ CQ.n!'ol "ftlrE!ShQicj FALSE TRUE if' ass.:. Qp~t ~el.ol\1 Fl.o\\1. Qo11trol Ihf"E!sll_olcJ . -FALSE J TRUE-___ jP_'!as~Qe.ost_ BE!Ic>w.f'IQVJ_Qo_rlt'Qil_hf"E!sJl.olcJ FALSE J TRUE J f'aas·_9e.ost £3eiQVJ £1Cl\V Qo_rlt'Qil.hresllolcl FALSE TRUE i Pass-Qpost Below Flow Control Threshold FALSE TRUE lf'asS: Qp~tE!eloi'.'FJQI\IC.Qntr.olJ_t)r!lS_hQid_ FALSE TRUE JP~S: Qp.QSt_Belo\\1. FIQI\1 C.o.ntrol_ Ttlr"E!Sh<lld_ FALSE ! TRUE )!'.§S.S: Qp.QSt_B~ol\1 Fl_o\\1. Qon!rol. "ftlrE!shQicj FALSE I TRUE 1 f'aas·.9e.ost f3E!IQVJ .f'IOIV Qot1lrol_ Ihf"E!s_holcj FALSE -TRUE 1 Pass-Qpost Below Flow Control Threshold FALSE TRUE 1 Pass-Qpost Below Flow Control Threshold FALSE TRUE _j f'a.as-_Oe.ost £3elc>w_fiQIY.C:()f1t'QI Ihresllold FALSE TRUE tfas.S: Qp.QSt_Ele_lc>;v_FIQw_Gontro!Jf1r_e~h_<>ld . FALSE TRUE-_[P~S:_ Qp.QSt_l3Eliol\l Flol\1 Qorl!rol_ Ttlf"E!Si1olcf -FALSE -TRUE J f'a~-9ec>st f3E!I!li'I£10\V Qo11!r.ol ]"h((!s_holcJ . FALSE -TRUE 1 Pass-Qpost Below Flow Control Threshold FALSE TRUE ~ f'aas·_Oe.ost £leiQVJ £1QVJ Qomr.ol I_hr!!s_h_olcf __ FALSE-TFfUE--~ f'<lss-OJl.o.st ~IQVJ _f'IQVJ QOJ1!(()1 lhre~oJd FALSE-TRUE 1 f'_aas-.9~>QS1B~oll\l FIQ\oll_ Cc>ntrol Jh_l"es_h_ol_cl FALSE TRUE-jP~s_s::Qp_c>Sl_B<!Iovv f'lollll Q()flt'QI "[hr!!sllolcJ FALSE TRUE. , Pass-Qpost Below Flow Control Threshold FALSE TRUE ., Pass-Qpost Below Flow Control Threshold FALSE TRUE J'ass.:. Oeost ~ICl\V_flcl_w.C:()f1troiJf1reshold . FALSE TRUE -, P~SS: QpQ<>tEleiQI\1 Flo\111 Q.ot1lrQI "[hr_E)StJolcj -FALSE TRUE ~ass.:_ Qp~ £3eJQ;v_F_IQ;v_ C_c>n!'ol TJlre~hQid FALSE TR-UE Pass-Q ost Below Flow Control Threshold 1/39 Excel Engineering 32 0.03 6.27 1.58 33 0.03 6.23 1.57 34 0.04 1 6.18 1.54 -;~ --~ ~:~: --t ~:6~ --~ :;~ 37 - -T----~+--6.04 ----1.52 38 0.04 --5.99------1:48 39 0.04 5.94 1.48 40 0.04 5.89 1.48 -41-----""""D.64-5.84 1.48 --42 -------0.04 - . "5.!!0-j .48 43 o.o4--5.75 ---·n7 44 0.05 5)1 1:47 45 0.05 5.67 1.47 46 0.05 5.63 1.42 47 0~05 --5.58 --1A1 48 o.os-----5.54-- - --w 49 6:05--~---5.50---1.41 so . o.o5 5.46 1 .4o ----;~ -+---~:~; -~:~~ ~ :;~ 53 1 o.os-t-·-5.34------os 54 -,---0.56 j 5.30 1.34 55---0.06 5.26 1.33 56 0.06 5.22 1.33 57 0.06 5.18 1.31 --;~~-~---~I~--Ni: ~:;6 ---60-~-;-------o:os---5.06-- -1.30 -6T -o.o6 ----5.63 -1.3o 62 0.06 5.00 1.30 s3 o.o6 ---4.95-- -·uo 64 o.oi -4.92 ·1-:so 65 o.ot -4.86 T.3o ss -o~ot 4.83 uo 67 0.07 4.79 1.30 68 0.07 4.76 1.30 ----69___ -D.O? 4.72 1.30 7o om---4.69 -no 71 -0.07 4.65 1.30 11/3/2015 9:28AM FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FAL~fE FALSE --FALSE FALSE FALSE -FALSE FALSE FALSE FALSE FALSE FALSE-- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE ---- FALSE FALSE FALSE FALSE FALSE - - -FALSE--- FALSE FAlSE FALSE FALSE FALSE ---- FALSE FALSE FALSE FALSE ___ _ --FALSE FALSE --- FALSE FALSE FALSE FALSE ------ FALSE- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALsE FAlsE FALSE FALSE FALSE FALSE FALSE FALSE FALSE flowDurationPassFaiiMitigated.TXT TRUE -TRUE TRUE TRUE TRUE TRUE TRUE --~Pass-OPost Below Flow Control Threshold --- ·Pass-Qpost Below Flow Control Threshold -TRUE-- TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE - TRUE- TRUE TRUE TRUE TRUE-- TRUE-- TRUE TRUE TRUE TFfUE TRUE TRUE TRUE TRUE TRUE -TRUE- TRUE TRUE TRUE TRUE TRUE TRUE- i Pass-Qpost Below Flow Control Threshold I Pass-Qpost Below Flow Control Threshol_d Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold -Pass~ Qpost Below FlOw Control Threshold - Pass: Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow ControTrhreshold Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold Pass-Qpost Below FlOw Con-trol Threshold Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold i Pass~ dpost BelowFiow Control Threshold Pass~ Opost -Befow Flow Control Threshold Pass: QposiBeTow Flow Control Threshold Pass-Qpost Below Flow Contro-l Threshold Pass-Qpost Below Flow Control Threshold -'Pass-Qpost Below Flow Control ThreshOld 'Pass-·apost Below Flow Control Threshold Pass-Qpost Below Flow ContrOl Threshold --- Pass-Qpost Below Flow Control Threshold - Pass-Qpost Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold --1 Pass-Qpost Below Flow Control Threshold -J Pass-Qpost Below Flow Control Threshold -j Pass-Qpost Below Flow Control Thresh()@ I Pass-Qpost Below Flow Control Threshold I Pass-Qpost Below Flow Control Threshold Pass: Qpost Below Flow Control Threslioicj Pass~ Qpost Below Flow Control Threshold Pass-Qposi Below Flow Control Threshold Pass-Qpost Below Flow Control Threshold i Pass-Qpost Below Flow Control Threshold I Pass-Qpost Below Flow Control Threshold 1 Pass-Qpost Below Flow Control Threshold , Pass-Qpost Below Flow Control Threshold -PaSS-Q st Below Flow -Control Threshold 2/39 Excel Engineering flowDurationPassFaiiMitigated.TXT c,,_;l" 0J> I + <t0 '-+ <t0 ,,'<Y+ <:i'01 '<")' «l; ! o\~ o\¥ o\o ~ o\O o\o ~J., ':'<... "7 "-"(:5 $- 0.. r-0"" c"' c"' ,._.., : ~,., "~ 0v +<:i +<i c"> I ~c"> ~' o\~ o\~ ; +<i 1 -72 -----t--o.o7 + 4.62 ----TID - -F.i\CSE---F~SE----fj ~~~ ---}HUE =--1 Pass~ Qpost Below Flow ControlnirestiOld---- ----73-0.07 : 4.59 ----1.30-T-FALSE FALSE THUE Pass-Qpost Below Flow Control Threshold I 74 I 0.08 4.56 1.30 FALSE FALSE THUE Pass-Qpost Below Flow Control Threshold 75 0.08 4.52 ----~ 1 FALSE _ FALSE THUE 'Pass-Qpost Below Flow Control Threshold 76 , 0.08 4.48 1.24 1 FALSE--- -FALSE ---T-RUE 'Pass-Qpost Below Flow Control Threshold 77 1 0.08 4.45 -_--~-l-~ ~ --_F_~LS_!: ----=~ROE 1 Pass-Qpost Below Flow Control Threshold ~~--7-8--r-0 08 4.43 ---~--I' FALSE FALSE THUE 'Pass-Qpost Below Flow Control Threshold -------?S-~-0.08 --r------4.39 1.24 FALSE FALSE --------rHuE --:Pass-Qpost Below Flow Control Threshold -- -~-0.08 4.33 ___ -~ ~ ---FALSE--------rHuE 'Pass-QpostBelowFiowControiThreshold ~--- 80 , 0.08 4~35 11 .. 2244 -~+~-__ ~~----~ -~ FFAALLSSEE FALSE THUE Pass-Qpost Below Flow Control Threshold ----a2---l 0.08 _:___ 4.30 -=--1.23 FALSE ____::_FALSE--~-=---_Tffi)E__ (Pass-Qpost Below Flow Control Threshold _ 8 8 3 4 -__ o 0 ._o 0 8 9 --4.27-1.23 ---FALSE __ -__ FAL~E --+--THU_E IPass-QpostBelowFiowControiThreshold ~==--= 85 0.09 4.23 123----FALSE-FALSE 1 THUE 1 Pass-Qpost Below Flow Control Threshold 4.20 1.23 1 FALSE FALSE THUE 'Pass-Qpost Below Flow Control Threshold r-:L~ ~:~~ __ ---:::~ ~-~-::~~ ~~ ~~-~-~~t~t -i i:~~ -l~~~::g~:: ~::~:~:~:g~~:;~:i~;::~~:~ __ _ _ _l!__ 8 8 9 J, _o 0 _.o 0 9 9 4.12 _ 1.23 -j_ FALSE ___ -_-FALSE :--TRUE --Pass-Qj)ostBelowFiowControiThreshold __ ~ 1.23---FALSE --FALSE ---TRU-E. Pass-Qpost ·Below Flow Control Threshold ~-O;".~O;c9:o--+---~ 4.67 ---123 FALSE~ FALSE i --THUE -Pass-Qpost Below Flow Control Threshold 91 0.09 4.05 1.23 FALSE FALSE THUE Pass-Qpost Below Flow Control Threshold --~-0.09 4.02--1.23 ---,-----y,A.LsE -= _--=FALSE _:_:-_IRUE __ Pass-Qpost Below Flow Control Threshold ____ _ -~-0.09 3.~-1.23 f----FALSE _____ FAL$E _ __ THUE Pass-Qpost Below Flow Control Threshold __ _ ---~-0.10 3.96 -1.23 ---FALSE FALSE THUE Pass-Qpost Below Flow Control Threshold 95____ 0.10 ~ f:22--r-~SE ----FALSE -TRIJE ____ ~QpostBelowFiowControiTtlr="e~shc"o'i'ld'.----- ~~ - j ~:: ~ ! ;:~! : :~~ ~~~~~ -~~~~~ - -i_=~~ __ ;~~:: ~=:~: ~:~: g~~:;~: i~;::~~:~ _____QL_ 0.10 1 -~ 3.86 _ 1.22 FALSE ==~= FALSE ~ THUE Pass-Qpost Below Flow Control Threshold 99 -~0 .. 1 1 0 0 ---T~-3 3 .. 6 6 4 1 1.22 FALSE FAL~-~ -THUE Pass-QpostBelowFiowControiThreshold 100 _ ---~~~ 1.21 FAi::SE _____ FALSE --THUE Pass-Qpost Below Flow Control Threshold 101 -~-0.10 --~ 3.79 ---1.21---FALSE FALSE--------rHUE ____ Pass-QpostBelowFiowControiThreshold --~______: --r--~ :~ ;:;~ ---: :~: ~~~~~ ~~~~~ --f~-~ ~:::: ~:: ~=:~: ~:~: g~~:;~: i~;::~~:~ ~ 104 0.11 ~-3.73 ~---1.21 ~-r---£!'-_l.SE -__ F~SE -THUE _:_::-Pass-QpostBelowFiowControiThreshold ~ __ ~~-1 1 0 0 5 6 --i-0 0 .. 1 1 1 1 _ - 3 3 __ . 6 7 9 1 _ 1.20 FAL~----fAL~---_ I_Fli,JL__~-gpostBelowFiowControiThr_E>shold ___ _ 1.20 FALSE FALSE --THUE Pass-Qpost Below Flow Control Threshold f---J-10 111 0.11 ' 3.67 1.20 FALSE FALSE I TRUE Pass-Qpost Below Flow Control Threshold 0.11 3.65 1.20 1 _fALSE_____ FALSE ---} _I_~----j>~s_s-Qpost Below Flow Control Threshold 0 0 .. 1 1 1 1 _ _j_ __ ~-3:63-1.19 1 _ FALSE FALSE I THUE Pass-QpostBelowFiowControiThreshold I 3.61 ________ 1.19 -FALSE --FALSE-1 --T-RUE Pass-QpostB81owFiowControiThreshold ------~--~0.~11 t--~3"'.5~9 -_T.T9 ___ ·-FALSE ~-FALSE -! 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0 00 0 02 TRUE FALSE FALSE Pass: Post Duration< Pre Duration ffit---~~-~+ g:~~ --~--~=~~ -~ ---~~~~~ ~:::: ~~:: g~~:::~~: ~~= g~~:::~~ 1517 3.45 ' oJJO-0.02 - -'(Ri.JE FALSE FALSE _ -~~: f'ostDuratfOrl<Pre~-------I---:C15:0C1~8 3.52 0.00 -0.02 -----~----FA-LSE___ --FALSE I Pass: Post Duration< Pre Duration 1519 1 3.66 --0.00 -----Q.02-- 1 -TRUE FALSE --FALSE Pass: Post Duration< Pre Duration -~1 _ 3.95 0.00 0.02 TRUE FALSE 1 FALSE Pass: Post Duration< Pre Duration 1521 1 -.4:()9 0.00-----0.02 -• TRUE ----FALSE FALSE I Pass: Post Duration< Pre Duration 1522 -4.25 0.00 0.62_ ---= TRUE-FALSE ~~=~--F!-L§.E '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----------o:o:~--~-----TRUE ----FALSE -FALSE Pass:PostDuration<PreDuration ------- --1528 ----==-= 7.89 ___ 1_ 0.00 0.01 ----~ TRUE ___ --------FALSE 11 _ FALSE Pass: Post Duration< Pre-Duration ------- 1529 8.14 0.00 001 -t TRUE ----------FALSE-FALSE Pass:PostDuration<Preburation ----- 1530 ----~---0.00 -----o.-oo---TRU-E ------FALSE--FALSE -Pass-QpostAboveFiowControli..JpirerLimit 1531 17.66 0.00 0.00 TRUE FALSE FALSE Pass-Qoost Above Flow Control Upper Limit 11/3/2015 9:28AM 39/39 Excel Engineering USGS9217dPre.txt _Qllratior1 Table Summary(ltProle~t Disc~rge Point file name: Q:\14\14100\GPIP\GP1\SWMM\OutFall A\14100-PRE-A.out ti_me st~p: 1 01'19/2015~~25:05 PM DISCHA-RGE r--Jumber_of periods when disc_h~rge v.tas equal to or gr~ater th.§.rl_DISCf:I~RGf:_colu~but le~!) ! ~"'0., ?::f'c o<o ~<Q i.:~ <Q<zj <Q<zj «:-'li' ~<zj <v+c; <Q<v+Cj 0 ~<:$ d-oeo -<.:~ 0' e' ;._,o <:!){j ~'Q ~<zj ~ ~-<> ~ vq, "'~ q_'<J" - - 0.000 491063 503047 100.0000 ----------·- 0.001 646 11984 2.3823 0.002 176 11338 2.2539 0.003 L 112 11162 2.2189 0.004 134 11050 2.1966 0.005 297 10916 i 2.1700 0.006 53 10619 t-2.1109 0.007 28 10566 2.1004 0.008 19 10538 i 2.0948 ------- 10519 ---1 2.0911 0.009 34 0.010 98 10485 -I 2.0843 0.011 15 I 10387 2.0648 I-0.012 592 10372 2.0618 0.013 380 9780 j 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 I ·- 0.023 9 8186 1.6273 ----- 0.024 6 8177 1.6255 . --106 8171 1.6243 0.025 r ·----. 55 8065 1.6032 0.026 ------ 0.027 5 8010 1.5923 --0.028 6 I 8005 I 1.5913 !---0.029 9 7999 1.5901 0.030 8 7990 1.5883 0.031 7 7982 i 1.5867 -l ----- 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 i 14 7461 --f 1.4832 0.040 t 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 i 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 ___ J 119 6946 1.3808 0.053 ! 46 6827 1.3571 11/3/2015 9:28AM 1/23 Excel Engineering 0.054 64 6781 -----0.055 10 6717 -nr -· ·1' ~=I = ::-iiff ----l--0.059 6 . 6570 --r~~~ ----_ T~~-----=---J--~;~~ 0.062 1 . 6558 0.063 4 6557 ----0.064 3 6553 ---------------0.065 4 6550 ----- 0.066 3 6546 I L -+----~ ----1- USGS9217dPre.txt 1.3480 ---- 1.3353 ------1.3333 ------ 1.3313 -----1.3072 --i _1.3060 -- ~-~---·---=-~ :~~:t= -= -1.3037 ---- ~-__ ___, 1.3035 --------1.3027 ----------1.3021 --1.3013 ----------==-t---lg~~---r·· . --~ --~--= WJ 1.3007 ---1.3005 -------1.3001 -------____:_---~:~~~-----. ---__ -f2 -=----=~ -+--~-~;~~ 0.076 293 6515 -~~;~ ~-~~-t-~ --_--T ~;~~ 0.080 2 + 6217 ---Ui-=~~-~ t -~ im- -~:~:~ -=t ~ _, -~-J~~-~ ----=J:~:~ ~-l -+ ~~ ~~ __ _Q.089 _-_!___ 6197 0.090 2 6196 -----0.091 2 6194 -----0.092 1 6192 -~:~~! + -; . ~~:~-- -----0:095 60 ----~~=-------6186 __ --__-_ --Hit~--~--~----~ -~-~ :_ --i~~~ -- 0.100 13 6114 ------------ __ _Q.1Q_1__ -i-----1!L__ ------6101 --t.~~~ -~ -------t---~~~~ _ _Q,_1o_1__ _ 7 __ ___ L ___ 6071 0.105 3 6064 --0.106 5 6061 --=-K~~~-_ -L --=-; _ __ ~~~}-- 0.109 47 6046 ----{ ~ w--------- -__ 1d __ -----~-t _--;~~~ 0.112 -1----5 5983 -----------0.113 1 5978 -------0.114 2 5977 ------- 0.115 7 5975 0.116 3 5968 ---------+ _ _g, 1_11_ 5 + 5965 0.118 3 j_ 5960 0.119 8 5957 11/3/2015 9:28AM 1.2999 -----t----- - --------- 1.2995 --·----1.2951 ---1.2369 ---------- 1.2361 -----------1.2359 --------1.2355 -------------- 1.2351 --- 1.2347 -+- -+ -------1.2345 ----------1.2337 1.2327 ------1.2323 1.2321 ------1.2319 ---1.2317 -----1.2313 ----1.2309 -------- 1.2307 1.2303 -------------- 1.2297 ------------1.2178 --- 1.2166 ---1.2162 ------ 1.2154 ------1.2128 --1.2092 ------1.2078 -1-_.__ --1.2068 = 1.2055 ----1.2049 --·-1.2039 -------- 1.2033 ------------- 1.2019 ----------1.1925 ---------1.1903 ---- 1.1894 ----------1.1884 -----------1.1882 ----- 1.1878 -------1.1864 ---1.1858 -----1.1848 -----1.1842 2/23 Excel Engineering USGS9217dPre.txt ts~O:, "'0 ?:>"' "'~ -:-."' i.:~ "'<zj vrz; «-~ ~<zj +0 <v-'<' "' ?:>"'«; ~<:$ ~ "' ~ "'' i-.'0 -<.:~ ~ ~"' ~ ()~ ~v~ ~ v"' '\~ ~"'" 0.120 9 5949 1.1826 0.121 44 5940 --I 1.1808 I I 0.122 146 5896 1.1721 0.123 11 5750 1.1430 0.124 -----1 12 5739 1.1408 0.125 7 5727 1.1385 --------0.126 11 5720 1.1371 0.127 j 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 r -----------0.132 6 5531 -I 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 I 1.0931 L -------0.141 3 5497 1.0927 0.142 2 5494 1.0921 0.145 1 5492 1.0917 --------------t 0.146 I 1 I 5491 1.0915 0.148 1 5490 1.0913 I -------- 0.151 t 1 5489 1.0912 ---------------0.157 1 5488 1.0910 0.158 1 I 5487 -1 1.0908 ------------- 0.161 1 5486 1.0906 0.163 1 5485 1.0904 0.165 4 5484 1.0902 ------------1.0894 0.166 1 I 5480 j --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 I 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 l 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 t 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 9:28AM 3/23 Excel Engineering USGS9217dPre.txt 0.198 60 5295 1.0526 ------------0.199 19 5235 1.0407 ·-------------------· 0.200 16 5216 1.0369 ---.----------------0.201 8 5200 1.0337 0.202 4 5192 1.0321 ··------------------· ------0.203 40 5188 1.0313 ---~J~~ ---=~-±~ ~ ~~ ==--~=--=-~i~t------u;~: ---0.206 -· --l ----4 5105 --1-1.0148__ · ~:~~f-------~ - -I ~~~! -t--~:~~~~ .-0.209-----~ ---2 - -t -5094 - . . 1.0126- ---D:21o-------=r---~--1 ---i 5092 ----Tom-- ---·1:~~~---=---; ---i --. i~ii-===--~i --------= ~:~~!~ ~: n ~:~~~ n ::== --+-=--=i ·= >-~~~~ m----=-J:~~~~ 0.216 1 5077 1.0092 --------------0.218 1 5076 1.0091 ~--. -~:~~~-=----=-±=-~ -~~~ --+~~~~ --- 0.223 4 5073 1.0085 -----·-··---0.226 2 5069 1.0077 . ~~:: ~ i -~.:_ r u~ -~ -~~~f ~- 0.232 1 5061 1.0061 -·-·· -----o:2~ ---5---· --1--~--~-5()60_ -1.0059 ----0.236 -· -I - . --T --1 _ _ ___ 50~_ _ __ 1.0049 ~- _----0.237 -=----=:J-=-_____ 2·=---=-_§()§4__ _ _ __1_.00£.. . ().239_ --~ 1 5052 I ____ 1,0043 _ · . ~:~!~ --==--r=-------i · i~~i=----~:~~~~ -- 0.246 +-__ 2____ ---I 5046-1.0031 -=().247. = _J_ --6------=: ~~l--~.!-·--1.0027 -~ .---__ 0_.2~ --~· -_1_ ----. 5038 --1.0015 0.249 7 5037 --1.0013 . -----~:~~~----c-~---r------~~~~----~::::; -- --o.252 ---' 7 ---· -5023___ --o:9985- --: -:-.. ~:~;~ ---_:=---~---.. ~~ ---1----~--~~~; . ~:~~~r- 0.255 12 4985 0.9910 -----+ --·-· -_ ~:ii!_: ----F----=f -=-~------L=--=-__ _ !i~~--L---~:iiii 0.259 2 4962 0.9864 --------------------------------___ -~:~~~ ~; I -:~:~ ~::~;~- 0 262 -r 22 4925 -----o.979o o:263 -+ -----28-------4963--6.9747 ~:~~~ ---+ ~6 ---_::~~--==--l--~:~~;~ ·- 0.266 ---1 1' 1j_ 4855-! 0.9651 0.268 --2 4844 0.9629 ·----------------------- 0.269 10 4842 0.9625 ~:~i~--=-2~ :~~; ~ .-~:~~~~ . 11/3/2015 9:28AM 4/23 Excel Engineering USGS9217dPre.txt ~~0; <Qo ~'lJ oeo 'lJJ3 i.? 'lJ'lJ <;;-'l:f ~'lJ ;-0 «.l 'lJ oeov; ~<:$ d-'lJ ~ 'lJ'-!...,o -<..~ <>~ ~ ~'lJ ~ ~v ~ c,'lJ "'~ ~'lJ" 0.272 14 4805 0.9552 --------... ----. 0.273 48 4791 0.9524 0.274 24 4743 0.9429 0.275 33 I 4719 0.9381 0.276 66 j --4686 0.9315 0.277 22 4620 0.9184 0.278 I 29 4598 0.9140 0.279 I 48 4569 0.9083 0.280 ---! 45 4521 0.8987 - 0.281 73 4476 0.8898 0.282 51 4403 0.8753 -0.283 I 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 1-0.8538 0.288 4 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 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 i 4219 0.8387 0.308 ! -------1 4217 0.8383 .. ____ 0.309 2 4216 0.8381 0.312 1 4214 t 0.8377 0.315 1 4213 0.8375 0.316 1 4212 I ------ 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 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 I 4147 0.8244 0.341 1 --j-4142 0.8234 0.343 1 4141 0.8232 ·---- 0.345 6 4140 0.8230 0.346 3 4134 0.8218 ' . - 0.347 I 1 4131 0.8212 0.348 I 5 4130 0.8210 11/3/2015 9:28AM 5/23 Excel Engineering USGS9217dPre.txt ~~<>;, IQIQ <v+c; o"' i..,o .1. -<_d-~q_IQ _j ~4~-34 I. _11~5-__ ~--0.8200 0.350 9 4091 0.8132 -.------------- 0.351 16 4082 0.8115 -~_:;;~ ~ -=-~---1; 1=--:g~~ + g::g:~ --().354 ---+--16 --+ 4048 0.8047 ---. 0.355 ·--· -~ 19 ! -4032 -.. 0.8()1.§._ 0.356 9 4013 0.7977 _ _---__ _Q.357--=--~:-=---12 ---4004 ·--··t ·-------0 7959 o 358 13 3992 --t-_-.=_~=-o:79~§ __ _ --. g:;~~ ~=-= --t_----~ --~---~~i~ . -~ ~:i~~~ -- ·~----~-----~ ----l--=---Hi~ ---~ i -~---l~ii; -_--_- --__ 0.364 ---==---+=-----1 --3958 ---_t --0.7868 --- 0.365 3 3957 0.7866 ----------· -· ~~ ~:~i~ r =t=-~ii~ --.-1·.-Hiii 0.370 1 3950 0.7852 ---0.371-1 3949 --~ -0.7850- -·-----· --------0.375 1 ' 3948 0.7848 .-·-0.376 ----2 --t· -3947 ---1 --·----o.-7846-- -· ----o:J-ir·----=+ --1 ----=~-· 39~5_.::_ ---=:-__ j -= -=Ql?42 -_ --g:;:~ --+ ~ -;~~~ ---%: i:~~---· ·--·---+ ---------- __ Q.3~ ·----.!__ -~-3942 _j----0.783~ ---~-= Hii---~t ~~----t-----t--ii~~ -I ---~:~ii~ --- 0.398 1 3938 0. 7828 -----0~3--gg-_1___ -~r------------3937 ---, ---0.7826 ·-· -0.4~ ~--2 -----3936 --J--0.7824 ---. 0.402----+--· ---3 --· . . --3934 -----6.7820 -- --_-_-6.404 --~-~---~~-6 -~---~ -=-----_-3931___ - - -~781_! _:_ -~·~~~-]_--~J --~~---J~!~--t~ _Jml• 0.409 ! 2 3916 0. 7785 -0.410 ------3 3914 ------0 7781 ---=-~m -t -; 1:~~ 1 ---:m: -~ ---------------------------0.414 4 3902 0.7757 --__ .• f:~~ ---_-; _1:~t __ ---i--~ -g:~i~~=-=---- 0.419 22 3891 0.7735 -E~ ---±-~~-1---1 ~--~-~~~ -~ J.t- -----o:-42-;r---3 3861 0.7675 -··------------------------g::~~ .. 2i -f ;:~: ----~--g:i~~~ ---K:~;--=--. ~--+ ·-;:;~ . ----t g:i:~~ 0.429 5 3820 ~-o.7594 0.430 11 -3815 --0.7584 ______ _ 11/3/2015 9:28AM 6/23 Excel Engineering USGS9217dPre.txt 1:>~ &~0., l:>l> ~q, i..'o &"' q,"' «:-'b' ~"' <v""' <v+CJ q, ~(;$ d-1:>~ q, G" r<>' i..'o -<.:~ Q'ca ~ ~q, ~ ~v ~ vq, "<S ~q,<:. 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 1 3761 0.7476 0.436 1 3760 0.7474 0.437 6 3759 0.7472 -· 1 --·-- 0.439 2 3753 0.7461 0.440 -j -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 I 0.7439 .. I --·-- 0.465 1 3741 0.7437 --------. 0.466 1 -i 3740 0.7435 ·---· 0.472 I 1 3739 0.7433 0.473 -1 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 i 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 I 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 i 9 3664 0.7284 0.505 4 ~--3655 0.7266 I 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 i 3 3615 0.7186 0.513 . - 3612 0.7180 I 1 I 0.514 t. 1 3611 , .. 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 9:28AM 7/23 Excel Engineering USGS9217dPre.txt beo fQ<Q <v+G fQ -<.:~ ~ c,0 <l.e"_ 0.548 1 3566 0. 7089 · ~liir---~~t--! ---1 --~------iii~~~--r~-~~ Hr.i- . o.553 -1 r-355a -----a. 7673 ~-Q~554 -t--3 --t 3557 --0. 70Z_1_ ---~.;~~=--! ; I= ~;~: ----~:~~~}- ----_ __Q,§5_Z__ 3 _j_ 354:4 -_ _Q.7045 =-~=-K;;: -=--= ____r -~-4 . __ 3541. + o.7039 _ 0.560 I ~ --t-~;~~ -j ----~:;~{}-- -__ ·· 0.561 .---· :--·· -___ 1_ ----=._-j -~5213_---~~= -_ 0.7013. ---- ~ :;s~-=--=t--i - -. - -:;~~ --l --~:;~~; --- ~--~--~liii -_-__ j ---_¥-_-----_J~------ii~; ---~ -~-~:ii~! -~---- --H~~-f Y --f -=-~ -~!~-1=~-~ -=f:ii~i · --0.575-4 ---3465 ------o:6888 ·--. -~--~:;;; ~= ----t -·· 198 --~~--~-----r:~~ -t _ -~ -~::::~ -~-- -==~=!~~ -I {; -~-... -i:-~~ == 1 -------~-:il=!i=- 0.581 _ t----8 3387 · --T ---=--· 0.6733 -=---___QJ)~ ~---23 337_~ _)___ 0.6717 -- 0.583 11 3356 0.6671 -------· -----------Hit --r --~ ~~!i ---L~ -_ HU!-__ ··-·-~:;~~-! 156 ~--£-_:_-~ --~~~~-----t.~;;~ ----=-_:_0.589 ---=--=----=--4 =----= -.. --3269----=--= -f-=-0.6498 . 0.590 --l .. 4 3265 0.6490 --0.591 ----1 ---4 --+, .. 3261 -~=J =-0.6482 ---· -----o.592---~ -+--3257 ---0.6475 ---· ~:iii ---~ r -iii~-==---t-=---=-=~:i:i~---=--=-- -0.596-2 --= F . = 323:3 =--0.6427 Q.597 _.!__ -----3~ --·· 0.6423 0.599 4 3230 0.6421 -0.601 --__ __1 -----j-_-_:_ -= 3226-_-~ 0.641i__ -~::~~-----I -----~ --r ---~~~~ ----=---r----· --g:::~;----__ ~::~~ -----,---;6 ~-+,. -~~~~ ~::;~~ o.so7 ---r---2 --t ---3143--o:-s24s ------r-1 ---------3141_=-= 1 =---o.624L -____ _9.608 ---::I ·-------------~::~~ --,---~ ~~~~ --~~:~:g -- -0.61"6 1 3138 ---0.6238 ---___ ------- 0.624 1 3137 0.6236 __ Q.625__ ::::-=-! 1 --~== 3136 -~0.6234 0.627 2 I 3135 0.6232 ---- 0.631 2 3133 0.6228 --------------·-0.632 1 3131 0.6224 11/3/2015 9:28AM 8/23 Excel Engineering USGS9217dPre.txt &~0; 00 1\.0 o<:> 0~ i..'o 0ei c,'Zi <(;-q; ~0 <v+G <v""' 0 ~<:$ c-or, 0 cJ' 0' i..,o "'.{:i' Q'<:; ~ ~0 ~ ~.s ~ ve. "'~ _<5_0" 0.633 1 3130 0.6222 0.634 ----1 1 3129 0.6220 0.635 2 3128 i 0.6218 ----0.637 1 3126 ' 0.6214 r =- 0 ------ 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 l 1 3108 0.6178 0.650 1 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 I 3 3073 0.6109 I ----- 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 t----0.5982 I 0.682 12 3008 0.5980 0.684 ~ -·· 1 2996 0.5956 ---------------·-·- 0.685 1 2995 0.5954 0.698 5 j-2994 0.5952 --------0.699 8 ! 2989 0.5942 0.701 I 1 2981 0.5926 0.702 2 2980 0.5924 0.703 L 5 -+ 2978 0.5920 0.704 8 I 2973 0.5910 ------ 0.705 15 2965 0.5894 0.707 2 2950 I 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 1 0.5719 i -- 0.713 1 2876 0.5717 0.715 2 2875 0.5715 0.716 3 2873 0.5711 0.717 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 9:28AM 9/23 Excel Engineering USGS9217dPre.txt o<Qo fQq; <v+G fQ "'~ ~ v0 ~~<;------ ___QJ2!__ t-4 -+ ~613_L_ _ ___ Q.5339 ---0. 725 ' 2 +--2682 . --_ _Q_,~~:g_ ----§j~; ---; .------j -----;~~~ ~:;~;~ - 0.728 13 ----2674--j ----0.5316 - 0.729 ---6-j=· . 2661 --1 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-_ __g6 ---~ 2472 --0.4914 -- ~:;~~ -~~;0~--~ --~--L=-=-~~~~-== ~::~~~ ~==--- 0.737 56 2273 0.4518 __ Q.738 :-_§ __ _ __ +,-____ ----~21? --__ ----___ 0.4407 :__=-- 0.739 7 2209 0.4391 ------o:74()----4 - --2202-·---·------0.4377 - ------~:;:~ ===1 __ -~=-_--=~r------ -~~:~ -~=--_f _-~::~~~-== -- 0.743 26 2105 0.4184 --------------0.744 5 2079 0.4133 ---------------·---0.745 1 2074 0.4123 ------------- __ 0._74_6 -5 --2073 _0._41_21 __ 0.747 8 I 2068 0.4111 0.748 4 ___ 2060 _ r 0.4095 = ---.--g~~ -= --+ -% ---~~;~ -f--~::~:~ -- ~:;;; --·-----+ ---i ;~;6 ---I ----~~1~;~ - o.754 ---25 - -I -2o49 o.4o73 --~:;;~ = + 1d --i ---~~~~ -==-I =-= --= ~:!~~~ ____ -lf758 - --+-_ _j4L_ _ -~---_ -2oo4 __ ---' -----o.3984 ---~:i~~ --I ~ ---1 -------~;~~ -----f-----§:~6~~ ---- 0.761 -~---1 1556------0.3093 - 0.764 __ ---~~---61 ---=-------=t--=----1555 ·--------·· 0.3091 = 0. 767 1554 0.3089 -r~1----= I~~~-~ =1 =--!E-_-_J--~~Hm ~~ ----~:;;~ --t-~ ---------1;~~ -==--T----~-~:~~~~ ---- ~:;~~ --i --~---1-=----~~-~;~~ -=--j --~:!~;~------- 0.781 ----1---· -~ ----1533 ---6.3047 - ------------------------------------------0.783 3 1532 0.3045 ~:;:~ -=-~ --r ---~;~~ ---~:~~;;= - 0.789 --1 -= ---~1527 --r 0.3036 · ~m--t -t_ --ii~ -+ ~!~t~ o.795 1 152o I o.3o22 0.796 2-1519 ----0.3020 ------o.799--4--1517 0.3016 ____ - ------------0.801 2 1513 0.3008 0.802 ~,----~-------1511-----------0.3004- 11/3/2015 9:28AM 10/23 Excel Engineering USGS9217dPre.txt b,., '{y~O; b00 ~0 0(Q 0(Q «:-'lf i..'o «,+G «,+G 0 ~(Q ~(;$ d-b,., 0 ~ 0'-i..,o -<.,.s:' ~{.> ~ ~0 ~ ~v ~ c,0 "'~ ~0"_ 0.803 1 1510 0.3002 0.804 14 1509 0.3000 0.805 2 1495 0.2972 0.806 -r 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 I 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 1 1465 0.2912 -1 --------0.819 f 1 1464 0.2910 0.821 I 2 I 1463 0.2908 0.822 2 1461 0.2904 0.832 1 1459 0.2900 0.834 I 6 1458 f-0.2898 0.835 f-1 1452 I 0.2886 0.838 1 1451 0.2884 0.839 1 1450 0.2882 0.840 1 1449 0.2880 ----- 0.847 1 1448 0.2878 -------- 0.850 1 1447 0.2876 0.854 1 1446 0.2874 0.859 j 3 1445 0.2872 --------. 0.860 4 1442 I 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 I 1399 0.2781 0.877 i 3 I 1397 0.2777 t---.. I !-0.879 I 5 1394 0.2771 0.880 I 5 1389 0.2761 I 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 I 1289 0.893 2 i 0.2562 0.894 3 1287 I 0.2558 0.895 i 4 1284 0.2552 I 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 9:28AM 11/23 Excel Engineering USGS9217dPre.txt 0.902 ------- 0.903 __ _Q.~l06___ --~-: ____ ~ 0.907 0.908 0.910 0.912 0.913 ----0.914 0.927 -------- 0.929 ------0.932 0.933 0.935 1 2 3 1 1 30 2 2 1 1 1 2 1 1 -~:~~: _--=r ---~ 0.939 --~ 1 0.942 I 1 0.943 --,-4 0.944 2 ~:-~:-~ --=l~--=--~=--~ -------~-~- O.M8 2 ~-0.949 --~ 2 ~---~o:~-;--~-~-_ ~~ ~ _--t_ -~ 0.952 1 -------0.953 1 0.955 ---r-3 _l o.956 _--c-I 1 o.957 I 2 0.958 3 ------------------ 0.959 1 _f __ I -- 1270 1269 1267 1264 1263 1262 1232 1230 ------1228 1227 1226 1225 ---1223 1222 1221 -------~ 1220 ~-~---1217 ------- 1216 1215 --t.-1211 -------------------- 1209 1206 ~------~ I ~~--~---~---1205 1203 ---------1201 -----1200 1199 1198 1197 1194 ------------1193 ----- 1191 1188 ~------1187 ------- 1184 0.2525 -------- 0.2523 --· --------0.2519 ----~ 0.2513 --- 0.2511 0.2509 ---------- 0.2449 --------0.2445 --0.2441 -- -0.2439- -----0.2437 -------0.2435 0.2431 ------0.2429 -------- 0.2427 -------------- -------t---0.2425 --02419-___ --------- 0.2417 --------0.2415 1 ------0.2407 ~----- 0.2403 ------- 0.2397 --~----0.2395 --------- 0.2391 ~----- --j --§:~~:~--+ ---D.2383 __ _ -------~ 0.2381 0.2379 I = -=~:~~~~ I 0.2368 -----0.2362 __ _ -~---~~-:~:-~---F-~ 0.962 . 1 1182 r=-----~:~~~~-- -' ---0.235Q -_-~ 0.2348 --o.963 -----r ~-~------3------1181 --- 0.965 ------. ------1 ------~--1178 • 0.966 -----=-----:~----=-----2 ----:-_-=----:-=_ 1-n-11_77_ 0.968--1--_3 ___ J 1175 0.970 . 3 1172 --------_r~-_ ~i~~~ ~ 0.2330 -----0.971 2 . 1169 0.2324 --I~~: ---r--~ ---------0.982 1 ---j -~--__ !_167----j_-r -----=-0.2320 -- 1166 0.2318 ---------------------------. 1165 0.2316 --------- 0.983 1 ----------0.984 1 ~---~ ----- 0.986 6 ---- 0.987 1 1164 0.2314 ~--1163 ' 0.2312 ----~ ~ ~~ +~ -__ --~:~~~~ ----~ --- --- -- ~--------------------------------------------- --~~ ~:~~~ ------t-}-- -----1.007__:__ -=-:=-1 ~~ 1155 0.2296 --------------- 1154 0.2294 ------------ 1152 0.2290 --------- 1.009 1 1151 0.2288 -----------·---·-------- _1.0_1_Q_ --~--_1__ 1150 0.2286 --------1.011 I 3 1.013 -j-1-1149 0.2284 --------1146 0.2278 --------~ --------1.014 1 1145 0.2276 --------------~-~ 1.018 1 1144 0.2274 ----------------- 1.019 1 1143 0.2272 ------- 1.020 2 -1142--6.2270 11/3/2015 9:28AM 12/23 Excel Engineering 1.021 1.022 1.024 1.026 1.030 1.031 1.032 1.034 1.035 1.036 1.037 1.038 1.039 1.040 1.042 1.043 1.045 1.046 ------ 1.058 1.061 1.078 1.079 1.080 1.085 1.087 1.089 1.093 1.095 1.096 1.097 1.099 1.105 1.107 1.109 1.110 1.111 1.112 1.113 1.115 1.117 1.118 1.119 1.120 1.121 1.125 1.134 1.136 1.137 1.144 1.158 1.160 1.163 1.165 1.166 1.167 1.170 1.171 1.172 1.175 1.176 11/3/2015 9:28AM I 1 I I t I ~ZJ' ,f> ~.;:; c~ ;._,o ~<zj & 1 1 1 1 2 6 2 4 1 1 2 2 3 5 1 1 2 1 2 4 1 1 1 1 1 1 1 2 1 1 4 2 5 1 4 2 4 3 3 3 2 1 2 4 1 1 1 5 1 2 1 2 1 2 1 4 3 1 5 &-(;-0; 0<zj x,+G c~ i..'o ~0 ~ L ,.._0' i 1140 1139 1138 1137 1136 j 1134 1128 1126 1122 1121 1120 1118 t 1116 1113 1108 1107 1106 1104 1103 1101 ! 1097 1096 1095 1094 1093 1092 1091 i 1090 I 1088 1087 1086 1082 1080 1075 i 1074 I 1070 1068 1064 1061 1058 1055 1053 1052 1050 1046 1045 1044 1043 1038 1037 1035 1034 1032 1031 1029 1028 1024 1021 1020 1015 USGS9217dPre.txt 000 0<zj x,+G 0 -<.~ ~ v0 <{l'" 0.2266 0.2264 0.2262 0.2260 0.2258 0.2254 0.2242 0.2238 ------- 0.2230 ------0.2228 0.2226 0.2222 ---0.2218 0.2213 ------ 0.2203 0.2201 ---. 0.2199 0.2195 0.2193 0.2189 ------ 0.2181 0.2179 t 0.2177 ·-· ------ 0.2175 L -----0.2173 0.2171 -------- 1 0.2169 ---------0.2167 0.2163 0.2161 r 0.2159 -·-- 0.2151 0.2147 -0.2137 -1 0.2135 I 0.2127 0.2123 0.2115 0.2109 -------- 0.2103 ---· 0.2097 ----- 0.2093 0.2091 0.2087 0.2079 0.2077 ---------- 0.2075 -----0.2073 0.2063 ---0.2061 -------- 0.2057 0.2055 -----0.2051 r 0.2050 I 0.2046 0.2044 0.2036 -------- 0.2030 ----- 0.2028 0.2018 13/23 Excel Engineering USGS9217dPre.txt {S~¢1:, brl> 0'li 0'li +o «l be,«; 0 i..,o -<..~ ~0 ~ ~ v0 "'-~ I ~0". 1.179 1 1014 \ 0.2016 1.181 1 1013 I -------0.2014 ----------1.183 5 1012 0.2012 ~:~~r=--+--=-~-~~ ' ~~~~ I -~:~~~~ - ----1.186 ----o 5 t -1003 Q.Tg94 -~~~~ii~ _:_---f=-----! 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' ·----. -___ --.. ·-~-t 909-_l 0.18c:l7 -I __ _ __ 9o8 _ __ 1 __ o.18o5 -___!.?~ ---· ----____g__ ----1---907 _ _Q~1803- 1241 1 ----1--999g0.~3_--~--_ --·-~o:_~1·.i7~9~5. -_--~:~:~ =1-= -~-~ _::_ - 1 .246 2 902 0.1793 --·---~----------+~1~---+=. . ~ -=-t~------:~~ ~=J-=~--~: ~ i~; - -1.252:::_ -::::1 -~ ---897 __ Q.1783 -- ~1c.-~2;5~9---.1 __ . ___ ---·__ . ~1 . 896 0.1781 __ _ -=--1=----~ ~~t-~: _ --i ~~l;;r 1.261 1 893 0.1775 -----_ ~:~:%--~L-_-_ ~ -__ [--::_--~ fg~---_-t-= ---1:~;~~ -- 1_266 _ _-----~---T-888 _::=-_:::-__ _-_-0.1765 _-_-_ ----J~~~6---L=---~ ~~~ --t----· -%g:~ 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 -----------~ :~~~ ------I ---t ~;~ -~: ~ ;~~ 11/3/2015 9:28 AM 14/23 Excel Engineering USGS9217dPre.txt ?:Y"'o., r::f'0 0f(i 0f(i «,+G 0«,+G o"' -<..~ i-.'0 ~0 ~ ~ c,'<i j "'~ q__0~_- :-..0 o"' «:-'b' ;._,o 0 ~0 ~~ d- G" 0' Q{a ~ ~.;;} 1.314 1 I 874 0.1737 873 0.1735 L 871 0.1731 1-868 -·1 0.1725 ----1-867 0.1723 1.318 I 2 1.322 1 3 1.327 1 1.330 1 866 0.1722 862 I 0.1714 1.334 i 4 1.335 j 1 1.336 1 861 T 0.1712 1.338 2 860 0.1710 1.341 1 858 0.1706 t-857 t 0.1704 856 0.1702 854 0.1698 1.342 1 1.346 2 1.353 1 1.355 1 853 0.1696 r- 852 i 0.1694 -----851 1-0.1692 849 0.1688 1.359 1 1.360 2 1.375 1 848 0.1686 1 847 0.1684 -------- 846 0.1682 ·-- 1.392 I 1 1.397 1 1.403 1 1.406 2 845 0.1680 1.409 1 843 0.1676 -I 842 ·--0.1674 840 I 0.1670 ----! 839 0.1668 1.410 2 1.411 1 1.412 1 1.413 1 838 0.1666 837 0.1664 835 -----I 0.1660 834 .1. 0.1658 j 1.415 2 1.417 1 1.419 1 1.422 1 833 0.1656 832 0.1654 ------- 830 0.1650 l 828 -· 0.1646 827 0.1644 1.423 i 2 1.424 2 1.427 1 1.432 1 1.441 1 826 0.1642 --------- I 825 0.1640 I. I 824 0.1638 1.443 1 1.455 1 1.456 1 823 0.1636 ··---· 1.457 822 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 808 0.1606 807 0.1604 1.468 .. I 1 1.469 l ---2 1.470 1 805 0.1600 804 -+--0.1598 799 I 0.1588 773 ! 0.1537 759 0.1509 1.473 5 1.475 t ------26 1.476 14 1.477 t 5 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 9:28AM 15/23 Excel Engineering USGS9217dPre.txt 1.490 10 724 0.1439 1.491 ____ ---6 714 _J _Q.141!3_ _ ___'L~!g_ 14 708 - - \ .. -~! 4QZ__ 1.493 1 694 0.1380 ------------------1.494 18 693 0.1378 -~::~r~=-~ =~ ~~~--+ -r~;~~- -1.498---21 --658___ --t--0.1308 --- -----------------1.499 7 637 0.1266 ----- =ti~! ----y -i!~ ---I -~:~~;~ --· ----------------- 1.505 4 609 0.1211 ----------------------·----------- ----~:;~~ ----t --~-~ -=---~· . -~ ~= ~~;. -~-__ 1: ~ ~~~ _ ___ 1.508 ______ j__ 1 ___ _ ____ §QO___ __ 0.1193 1.509 ' 1 599 0.1191 --·--------1.511 2 598 0.1189 ___ -HH --__ -f -=-! t= iH --1tiii 1.515 2 578 ' 0.1149 iJii--=-'; -+ Aii--J-~l:g~~- 1.520 1 523 0.1040 -------------------------- --· -1.524 ----··t' ---1 -522 --0.1038 _____ 1.s2s __ ____ _ __ _-__ _3 _ _ s21 ----o~ 1o3s -- 1.527 I 3 518 0.1030 ----TI29------------1 --515 • -o.1o2<r ___ ----_ -rr:~-j -~ ~ ~->~~ m~~~~-=-_ m~ = --t~l -± -·-~ -t~ =-~i = -r-:-.=_mLt --_ JrE-_ ~--=r=-~ -=~--r~ = ~ 1 =-_ i~m ~ _- 1.563 2 498 0.0990 ~-Ui! --t ----~~ !~~ -_ Hii~ -~- --------------------------------------1.570 1 493 0.0980 ~-~ :~i; --+ ----j :~~ -----~:~~-i~- -1.575 ------__ 1 -· ---490 t--0.0974 ----~:;~~ ----t ~ ---- 1 · -:~~ +-~:~~i~--- ___ 1.584 ----I --1 ---I 484 -----o.o962 -- ----------------1.585 1 483 0.0960 ------- 1.588 2 482 0.0958 ----1.592 -2 -t 480 -_-0.0954 - 1.595 1 478 0.0950 ------------ 1.606 1 477 0.0948 - -1._608 --1 476 l, -__ -0.0946 1.617 1 475 0.0944 11/3/2015 9:28AM 16/23 Excel Engineering USGS9217dPre.txt ?s<::-0; '<>0 b"' 0?$ 1-..'<> i .. :fi 0((j v((j «:-'lj ~((j v.,+c:; v_,-f 0 ~OJ o-b"' '<> ~ 0<.. ;._,o "'~ ~{3 ~ ~0 ~ ~.;;; ~ v'<> ~~ ~'<>" 1.634 474 0.0942 ~ ~ --------------- 1.637 1 473 0.0940 ----------- 1.638 1 472 0.0938 1.640 1 471 0.0936 1.645 1 470 0.0934 1.646 1 469 ~ 0.0932 1.647 1 468 0.0930 1.648 -i 1 467 0.0928 1.649 1 466 0.0926 1.651 1 465 0.0924 1.652 1 464 0.0922 1.658 1 463 I 0.0920 1.668 2 462 ~-0.0918 1.669 ' 1 460 0.0914 -~ I 1 459 0.0912 1.688 1.693 1 458 0.0910 1.697 1 457 0.0908 1.698 1 456 0.0906 -------- 1.700 1 455 0.0904 1.705 1 454 0.0903 1.710 1 453 0.0901 1.714 2 452 0.0899 1.716 1 450 -j 0.0895 1.717 1 449 0.0893 1.721 3 448 0.0891 1.725 1 445 0.0885 1.726 1 444 0.0883 ------ 1.727 1 443 0.0881 1.735 ~---1 442 0.0879 1.738 1 441 4 0.0877 1.744 3 440 I 0.0875 -~ f 1.752 1 437 0.0869 ------ 1.768 1 436 0.0867 1.769 1 435 0.0865 1.771 1 434 0.0863 --------- 1.773 3 433 0.0861 1.776 2 430 0.0855 1.777 4 428 0.0851 1.778 1 424 0.0843 1.780 I 1 423 0.0841 1.782 -I 1 422 0.0839 1.783 i 1 421 0.0837 1.786 2 420 0.0835 1.787 1 418 0.0831 1.789 --r-1 417 0.0829 1.790 I 1 416 0.0827 ----- 1.792 2 415 0.0825 1.793 1 413 0.0821 1.794 1 412 0.0819 1.795 1 411 0.0817 --------- 1.796 1 410 0.0815 1.797 2 409 0.0813 r--~- 1.798 1 407 I 0.0809 -I 1.800 1 406 0.0807 1.802 2 405 0.0805 -------------- 1.803 1 403 0.0801 1.805 t-2 402 0.0799 1.807 -l 1 400 0.0795 1.809 1 399 0.0793 1.810 1 398 0.0791 11/3/2015 9:28AM 17/23 Excel Engineering USGS9217dPre.txt 1.812 1.813 1.816 ------1.818 -----------1.819 ------------ 1.820 ----1.822 ----------- 1.825 ------ 1.828 --1:8~- ------ I ?s~O; o"'o ~ ~ ~ ~<a «,+G «,+G d-~::>"' "' ~' ;._,o -<..~ ~~ , !~-.... <~·· ,.7 L_ •"'"'~:_,789 ----1 396 0.0787 ~ ----~~L -~-~ii=-l-~~~ =~:~;:~ ------ 2 392 ----().07~-- i = _~~t:-:iii.:-~-t.:-jmr 1 387 0.0769 -----------------Hii-__ r -~~ _t --~--~i-~ ~=-__ --t __ ---H~i~- --___ 1.860-.---1 __ -+__ --382 ---0.0759 ___ _ 1.865 1 381 . 0.0757 -= --= ~ :~~r=-__ t---_ 2 -~-~ _:__~----sao--l = _ 0.0755 _ --------1----~ -------~;~ . - -~:~i~~ -------1.872_ --'--------------------- 1·873 1 376 0.0747 -· ----------- ---= ~:iE --=f--~ --i-----~;~ ----=+--~ -=-~:~;:~ -~== --=---1.891 --=----=---1 -~72_ _ __ _Q.OZ1_L 1.892 1 371 0.0738 -~--} ~i~;--~-T :~--~ -~ -~ii --i-=%~;~~ - -----------------1.928 1 367 0.0730 --==T~~; ~ f---~-~ -I --~:~-l = -{~i~~ ---1.946--.-- 1 ---------3~ i -0.0724 -----------------------1.947 1 363 0.0722 1.950 --· _1___ -. __ --_--~62 ---~--~-__ --_ 0.0720 . ----- ~:~;;__ _ ___ t-=. ~1=----~~~-~=--=: --+ ---_ ~:~i~Z --- 1.959 1 ' 357 0.0710 r~ _ 1~ --~._ --=--:-_~-~ =-~i~ -= [-~ i!m - =--H~~ ~ ----! J -~~1;~------t ~ --~:~ii~-- 2.043 1 347 0.0690 ---2.0~-1 -----346---o:o688 __ ~~~~;--= =1 =~ ~ ---l =--__ -r:r= J___ -K~~~: 2.074 1 343 0.0682 --------.------.. 1 ---- - -Hi~___:__=-t~= -= ~ --~-r-~ _ill---t----_ ~Ji~i __ - - -~:~~~ --~ ~~~ -1--=-----~:~~;~ ---~:~~~----~ ~ --_ -~~~ I ---~~~~~~ - -2-:100 2 334 0.0664 2.101 1 332-~~ -o.osw 2.102 +' 1 -_331 __ T o.o6ss __ _ 2.103 --2 _330 ----0.0656 2.104 3 328 0.0652 11/3/2015 9:28AM 18/23 Excel Engineering USGS9217dPre.txt o"' ~~~ 000 ~0 ~._,o IQ'l! 0'l! «:-'tj ~0 «.P <v+Cj 0 ~C$ d-o"' 0 (5:' f<J' ~._,o -<_-f' ~{a ~'Q ~0 ~ ~"' ~ c,0 ,<.._~ . _q_0" 2.107 1 325 0.0646 2.108 2 324 0.0644 2.110 1 322 0.0640 r ------2.111 2 321 0.0638 I ·-------- 2.123 5 319 0.0634 ----------2.127 1-1 314 0.0624 2.135 1 313 0.0622 ·------ 2.146 1 312 0.0620 -----2.151 1 311 0.0618 2.156 1 310 0.0616 2.157 1 309 0.0614 -------- 2.166 1 308 0.0612 2.167 + 2 ' 307 0.0610 ! -2.172 1 305 0.0606 2.174 r-1 304 0.0604 2.175 1 303 0.0602 2.180 1 302 0.0600 2.199 I 1 301 0.0598 2.214 j·· 1 300 0.0596 I -t 2.215 299 0.0594 2.221 i 1 298 0.0592 2.225 3 297 -0.0590 ··-I 2.232 1 294 0.0584 ------2.234 5 293 0.0582 2.235 6 288 0.0573 ------2.237 1 282 0.0561 2.243 1 281 0.0559 ·---· 2.244 1 280 0.0557 2.246 1 279 0.0555 ----· 2.247 4 278 0.0553 ---- 2.249 1 274 0.0545 2.250 1 273 0.0543 2.251 1 272 0.0541 ··------- 2.252 2 271 0.0539 -----2.253 1 269 0.0535 2.256 1 i 268 0.0533 -·------ 2.257 9 267 0.0531 2.258 1 258 t·· 0.0513 2.261 1 257 0.0511 2.262 1 256 0.0509 2.263 1 255 0.0507 2.264 1 254 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 r-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 1 216 0.0429 2.405 2 215 0.0427 11/3/2015 9:28AM 19/23 Excel Engineering USGS9217dPre.txt 2.414 1 213 0.0423 -------- 2.421 1 212 _ I _____ 0.04?_1__ __ 2126 __ 5 211 .. _ 1--__ _Q,O~_ __ -2.431_____ . ----1 206 ... ---_Q.0410 ---- 2.472 1 205 0.0408 ---~----------~::;~ -~--i -~ 5----l-= · .. -~:~:~~ - 2.487 1 . 201 . 0.0400 --~:~;~----· ~ -~--l-~~~ . --=~:~;~:-~-. ~:;:~ ---1-~ L-~~~ ~:~;~1=~ --- -----~:;:}----~ -t --~ ~~ -~:~;~~ --1iH _---~~-----1 I -i~ -=f _::_ • = ----·· -----2.634 1 190 0.0378 -------------------· -2.691 • 1 189 . 0 0376 -~-701--~-+----------1 188 ----l----=--~ ___ _():0374 --2 . .?..11_ __ , -1 187 ---· __ _Q.0372 2.722 2 186 0.0370 ----------~:i;~ -----t--~ ---~:~-_t ----~:~;~~ 2.751 __ -T~-1 182 1 ___ o.o362_ g:b ----~ ~ --t -=--~:~ -~:~;~~ ==-~::~~ -----t-· ~ + ... ~ i~ ~ -=----~:~;;~ ~ 2.901 --+------1 177 +-0.0352 _ --~ H!~ -~-!-·· --~ -~-~--f~~-~~~ ----~ --Hi:r-=- -~:~~~ -----~-=----=-~ -= --= ------H~-----l"-----g:~~:: ---=-------~~ ---.. 2.97?_. ··--]=~ --_--= ··.! ____ -== -_ -j---= ----.-17 ____ 1 ----------f-·-_ .. ·0.0340 .. -----_-----____ 2.982 .--. --___ 1 ___ .--·· -"-·---1_Z()__ -1.-_ _Q.0338 ---2.983 1 . 169 0.0336 ------~-;:~~~--=-----,--=-= ~ ~·--~1 -= --=r~~ ----I ----%:~;;~-= -- 2.993 t - -2 I --166 - -I --.. 0.033<l -3.001 -~--1 164--j --0.0326---3.oo2____ ' 2 r___ -__ -163 ----0:0324 . ---· 3.005 -1 r 161 o.o32o---;:~~~-~ ~-= l_ -~ _ 1--; ~~ --£-~:~;~ t-=---- - ... 3.009 1 158 0.0314 Hif . f --1 -=m -~ ::._ ~t:Ei -~ --~-Q!Z_ 4 __ i, ~=-153__ - -0.0304 ___ -- ---;:~~~ ~ -~:~ -~ ----~~~~~ - ·3.021 --+___ 1 -146 ---0.0290 - - 3.027 1 ---145 -------o:o288 ---- 3.028 _ -~ 1 _ _1_44 -----ifo286 -_ 3.031 I 3 143 0.0284 --3.033 - -j --------1 140 0.0278- 3.041 r -t --139 o:o276 11/3/2015 9:28AM 20/23 Excel Engineering 3.046 3.049 3.081 3.085 3.102 3.146 3.182 3.200 3.218 3.224 3.228 3.236 3.270 3.275 3.284 3.293 3.299 3.309 ------- 3.322 3.336 3.354 3.418 3.456 3.512 3.541 3.597 3.611 3.702 3.751 3.764 3.770 3.791 3.805 3.814 3.883 3.901 3.906 3.998 4.060 4.069 4.072 4.079 4.147 4.154 4.219 4.335 4.418 4.526 4.542 4.600 4.649 4.663 4.668 4.747 4.748 4.797 4.802 4.810 4.813 4.818 11/3/2015 9:28AM ---- t l 1 2 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1-i t-- r 138 137 135 134 133 132 131 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 113 112 111 110 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 86 85 84 83 82 81 80 79 78 77 76 75 I -- -.. I i - USGS9217dPre.txt 0.0274 0.0272 0.0268 0.0266 0.0264 0.0262 --.-·-· 0.0260 0.0256 0.0254 0.0252 0.0250 0.0248 -----" ---- 0.0246 0.0245 -------0.0243 0.0241 0.0239 ·------0.0237 0.0235 0.0233 0.0231 0.0229 0.0225 0.0223 0.0221 0.0219 -----0.0217 ---------- 0.0215 0.0213 0.0211 0.0209 0.0207 0.0205 0.0203 ---·-- 0.0201 0.0199 0.0197 0.0195 ·--·-0.0193 0.0191 0.0189 0.0187 0.0185 0.0183 0.0181 0.0179 0.0177 0.0175 0.0171 0.0169 0.0167 --------0.0165 0.0163 0.0161 0.0159 0.0157 0.0155 0.0153 0.0151 0.0149 21/23 Excel Engineering USGS9217dPre.txt ~~~ roe; +v b<ov; i..,o ~ro tS- --_L "'~ -----~:9_0-;_~------L ~ L_ ~~ -~-:~_~:-~ -- 5.034 1 72 0.0143 -------j ------------5.045 i 1 71 0.0141 -!:-~i-r ~_:: -, -i : t --~-:-~--=-~-~-~-------- --5.-058____ r---T -67 --o.o1_3_3 - _5_.06_2_ ---_-_1_ -----_-_2 --66 --0:_-0-13-1 --- --_-!_-:-~_1 :-9-_i--~~----~=~ ---~------r: -~-~ --=-~---:-~~~-l-_-i ___ -_--- 5.127 1 61 ! 0.0121 -------------------i:-i~=~-~-----~ -----t --ii ~~---%-:~~-~=~=~ ;:~~~ -= =-t ------~ ==---------;r-= 1:~-~-~-=-~=- --5.629 -~ -: ~=-1 -=~ =~] --55 --_-_0-.=0!_09=== ---~-~~=-~~------~ !i ----~ -+--~~ ---~:-~~-~-~- ------_--=!=:-i~ii_-=_--_. t -1-=-:: _:r:-=-~-:=~-~=-i-i-_---~--- ~-:~-~-~ -~ ! --:~ -----1----%:~-~-~~------ ----------------------- ----=-=-i=:i=i_i---=----J,__-=~ -1~ ~ .. =--~=-:-~=-~=ii==. 6.916 1 . 42 0.0083 ---------------------- _7_.0_66___ 1 41 __ 0_.0_08£__ ---- ~-=-=~:5!=-~== ~=--1 =----=t 40 +~ =~:=~~=;=i-_-__ ---f~: j i --_ E _{ _____ 0_.0_07_4 ______ _ - -~:;~~ _-----1 -----1------~----- -_---~-:~=~-~=-~=-------- -~:~~~ --j_ -=_~ --=--_-_ --=-~-~ -t ----=-~-:~-o_o-~-~--=- 7.866 1 32 0.0064 ------ 7.895 1 31 0.0062 -~:~~-~--+ ----;~ ----r-~:~~~~ 8.724 1 28 0.0056 --' -------------------i-:i~~-·------~---~ ~~ ~~i ~i --I ----~1~-!-~--_9_._o~7-___ -__ ~------1 24 _t o-.o-o4_a_ ---- 9.387 1 23 0.0046 ------------------·~----ti~-~---+----~---~~ t -~--~:-~~-:~ ---- 9.620 ------' 1 19 -o:oo3_8 __ -__ -_ --t~-~:-2g_5_~--== =J = i ~ I i~ -H-~1~ ---- 10.687 . 1 15 0.0030 ---~~-:~---~;=----~ -+~-~~ -~:~~-~-~ --- 11/3/2015 9:28AM 22/23 Excel Engineering 11.355 11.682 l - 11.771 11.805 j 11.837 11.915 12.272 12.616 12.968 I - 13.372 14.450 17.838 ::_: ________ End of Data-----=-=--==------ 11/3/2015 9:28AM 12 11 10 9 8 7 6 5 4 3 2 1 _) +--1 USGS9217dPre.txt 0.0024 ------0.0022 0.0020 0.0018 0.0016 0.0014 ---------- 0.0012 0.0010 0.0008 0.0006 ---------0.0004 0.0002 23/23 Excel Engineering USGS9217dPostMitigated.txt file name: 0:\14\14foo\GPfP\GP1\SWMM\OutFafl A\14100-MIT-A.ol.lt DISCHARGE Nwnber of periods when discharge was equ-al to or greaferlfian DISCHARGE colUmn but less ---------I ----------;;~ ---1 ------OJ>-- ~ ; * . * «:-'lf q_0' +CJ <v+CJ o.,0 <3-~«; . 0 # ~ # I ~ r.,,ca ~ q_0 ~ v ~ ~ & ----- --·-···· "'~ I g._t/i -- 0.000 464546 503047 100.0000 -------· ------------------- --------0.001 227 38501 7.6536 -~:~~;-_·----i~t__ -~~~~: :~ _]--· -~i~~~~ ---- 0.004 131 37931 7.5402 ·-------- 0.005 123 37800 7.5142 ----&~~L-----1~:~~-~~~~~----I--·-J:~~~ ~ 0.008 194 37475 7.4496 ---------------------------0.009 262 37281 7.4110 -lm -----1 :--1~ -I ~~-:t;~ --= -1-•~---iE3- --------------- 0.013 -248 -1. 36435.. _7.242_9 -- 0.014 _ 1 1 .. 253 .. 361_8?_. --_ f _ 7.1936 0.015 215 35934 7.1433 O.D16 215 35719 7.1005 ----------0.017 234 35504 7.0578 ---~:~~~ --_ __:_~ f-~~~ --t ~;~~~ ---_J -----~:~~~r~-- 0.020 227 34762 6.9103 0.021 ---217 -----34535 --------6.8652 . -----------------------------~:~~; ~-~~----~--~H --i~~~! ---=i--___ --i:~~!~ --=---~ ---0.025____ --~-- --225-33537 --. -----6.6668 -- . ~-~~~:~~~. ~==--= --~----~2~1667 _r----~3-~2--~7331~9. -----~~+_ ----!6:.~5-~028711__ =---_. _-_ 0.028 ·--__ l-----t 0.029 226 32523 -------6.4652___ -- --~g:~ir---~--~-----~i;--=-] ~--lffi~-~-1----ii!E -_ ----0.033 - -:----230 ---31550 6.2718 --~~!i--=-r--il~ •· I !m: l i-m:- --:=-~:~ii -j!~ __ J __ j~~;t _ ~ --~F --t~ii~ 0.040 283 29893 I 5.9424 . 0.041_ -~= I 215 --2961_L= --·-----5.8861_ . ~:~:; . .. ~~~ ---~~~-~~ --t -;::6~: .. 0.044 --, ___ 19L_ _ __ 28943 ~53~ 0.045 221 28744 5.7140 --o.646 t 203 28523 -· · I' 5.6700 · 0.047 . -,---23Q 1.~3~Q_ ===-.:: 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 0.054 0.055 0.056 0.057 0.058 0.059 0.060 0.061 0.062 0.063 0.064 0.065 0.066 0.067 0.068 0.069 0.070 0.071 0.072 0.073 0.074 0.075 0.076 0.077 0.078 0.079 0.080 0.081 0.082 0.083 0.084 0.085 0.086 0.087 0.088 0.089 I r I --t ----------------------- 0.090 0.091 0.092 0.093 0.094 0.095 0.096 0.097 0.098 0.099 0.100 0.101 0.102 0.103 0.104 0.105 0.106 0.107 0.108 0.109 0.110 0.111 0.112 0.113 11/3/2015 9:28AM --T 198 228 197 189 178 226 186 161 170 221 186 258 164 226 156 163 165 214 161 141 139 212 181 150 135 183 175 125 140 174 176 144 106 139 157 151 116 122 143 138 151 118 136 119 118 122 130 111 104 108 110 90 111 100 84 114 83 95 73 85 I - i I 26869 26671 26443 26246 26057 25879 25653 25467 25306 25136 24915 24729 24471 24307 24081 23925 23762 23597 23383 23222 23081 22942 22730 22549 22399 22264 22081 21906 21781 21641 21467 21291 21147 21041 20902 20745 20594 20478 20356 20213 20075 19924 19806 19670 19551 19433 19311 19181 19070 18966 18858 18748 18658 18547 18447 18363 18249 18166 18071 17998 -1 USGS9217dPostMitigated.txt 5.3413 5.3019 5.2566 5.2174 5.1798 5.1444 5.0995 ----------5.0625 5.0305 4.9967 ----------4.9528 4.9158 -----------4.8646 4.8320 4.7870 4.7560 --------.. 4.7236 4.6908 4.6483 4.6163 ·----- 4.5882 ------· 4.5606 4.5185 4.4825 4.4527 4.4258 4.3895 4.3547 4.3298 4.3020 ------------4.2674 4.2324 ------- 4.2038 -------4.1827 4.1551 4.1239 4.0939 -----··-4.0708 4.0465 -------· 4.0181 3.9907 3.9607 3.9372 --------------3.9102 3.8865 3.8631 ---------3.8388 ------------3.8130 ----- 3.7909 3.7702 -------- 3.7488 3.7269 -----· 3.7090 3.6869 3.6671 3.6504 ---------3.6277 3.6112 3.5923 3.5778 2/26 Excel Engineering USGS9217dPostMitigated.txt 0.114 80 17913 3.5609 0.115 -~--91 17833 3.5450 0.116 ---------t----104 -1'774-2 ---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 ---~:~~~-_ ~~-_1 -~ __::li~~ _ ~--,I ----__ r~~~~ --_ - --~:~~~ ---t~~ --__ f~~--~!iii-_ ----· _-_ H~~~ --~ m -~-·-m-~--+-_~ ---_-!i!_~ __ --_=_--_ -t_ -_ ~ um_-_ ~ ---- 0.133------123--1 15865 --L 3.1538 --------------0.134 128 15742 3.1293 ___ 0._135 -~=-=--1 __ _ ___ 12~_ _j5614 --r-== _ 3.1039-_ __ QJ~L 1 __ 1Qi_ 15485 _ +-~.Q782 _ 0.137 114 15381 I 3.0576 --0.138---105-15267 -t-3.0349- ---------- 0.139 116 15162 3.0140 •. -gm -=-c ·-~Y: T--mn = =J=~=-~m~-- 0.143 102 14731 2.9284 --··----------------------------~:~:~---------+--.. :~ -----· --_---~_:~~: . ----f_-_---i:~~~~ - -<f146--. 1 --89 --. --1 ----· f4455 --- -2.8735 -----o.-14?--91 -------14366---I ------ul~ -----------·-- 0.148 73 14275 2.8377 -g ~;: ~ 1 .--~~ -± = ---~ :~g~ __::__ __ 11, -=-=---~::~!~ ___ QJ_§_1___ -----__ .Z_8 ----~ .----14038_ .--.. ---2.7906 __ 0.152 ----85 1---·· 13960. . . --2.7751 0.153 74 13875 2.7582 --------------------· --~:~;~------t-:~ + ~~~~1----1 ---~:~~~~ - o.156 t__ 79 I _ _13631 _ _ --t ___ 2.7097 0.157 71 t-13552 2.6940 0.158 84 13481 2.6799 -- ----I ---------~: ~ ~~ ___ --:---==-~-:~ ---1 ~ ~~~~ i--------=: ~:~:;; -· --0.161____ ---------~ ---13226 -I ---.£.6292 -- 0.162 70 13147 2.6135 ----~:~~!----+-=---_-:8_:7_ ___ --t------~---~~~~~--------T--------~:;:~~ --------~ __ 0.165 _ 1==. I ___ _ 1291~ . 2.5674 0.166 79 12828 2.5501 ----------------- ___ _Q.16l_ 73 -----12749 -~--~5344- 0.168 70 12676 t 2.5198 --~:~~~---~~ -~~~~~ --__ ~:~~~~ -o:1if---?1 --~475 r ---2.47gg- 0.172 ~---70 :-12404 2.4658 ---------------------. - 0.173 79 12334 2.4519 11/3/2015 9:28AM 3/26 Excel Engineering USGS9217dPostMitigated.txt ~~0;, rz,o 1-..'lJ c"" <Q~ i--'0 rz,'b v0 0'lf ~0 +G <v-'r 'lJ c""v; ~<:$ & 'lJ ~ rz,' i--,o -<..~ <::>~ ~ ~<Q ~ ~-0 ~ vrz, "'~ <s_rz," 0.174 61 12255 2.4362 0.175 73 i -12194 -t-2.4240 0.176 56 12121 2.4095 0.177 1 61 12065 2.3984 0.178 I ---70 12004 ' 2.3863 --I 0.179 i 59 11934 2.3723 0.180 {-62 11875 2.3606 0.181 l_ 75 11813 l 2.3483 --0.182 77 11738 2.3334 0.183 j -11661 ---------74 2.3181 0.184 70 11587 2.3034 ----0.185 77 11517 I 2.2894 0.186 11440 ---------74 2.2741 0.187 65 11366 2.2594 --------0.188 64 11301 2.2465 0.189 l 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 I 77 10729 ---------- i -i 2.1328 0.198 -----1 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 I - - - 62 10332 t-2.0539 ---------0.204 I 65 10270 ! 2.0416 0.205 10205 ---------60 2.0286 0.206 66 10145 2.0167 0.207 I 70 I 10079 2.0036 0.208 ! --51 10009 1.9897 0.209 9958 ---------------66 1.9795 ----------0.210 58 9892 1.9664 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 i 1.8939 0.218 54 9470 ' 1.8825 0.219 52 9416 1.8718 0.220 54 9364 i 1.8615 0.221 53 9310 - I 1.8507 0.222 42 9257 I 1.8402 0.223 41 9215 1.8318 0.224 55 9174 1.8237 0.225 66 9119 --+ 1.8128 i ! 0.226 49 9053 I 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 9:28AM 4/26 Excel Engineering USGS9217d PostMitigated. txt 0.234 45 8653 1.7201 ---·------------------0.235 38 8608 1.7112 ~~~ ---~:i~!------~~ --~~ --:~i!-~---=---~----u~;~~---- -------------------"---- 0.239 46 8425 ' 1.6748 -K~:~: ----~~ =---_-:~~~---=-L-= l::~~~ =- 0.242 44 8286 I 1.6472 ------------------------0.243 53 8242 1.6384 -~:i:i --= -----+~--=-:r--=-= --·ii:I -_l= -ti!~!---- -------o:-247 ~-----34---1 -----=-_8044_---=--_ 1 -1.5991 -----"li:~ -~--i--~~----~: . -• _---_ --~ -~~i~~ __ -~-:::_ -~--~:ii~~- -~--~:~;~--~--_--~~----~: :----+-:-3~! --:_ ~ ~-_l:t_ --=----_ -~3 ---f_ --47 -----' ----7815 ---------1.5535 --~:iit--=-~i ---=-J-= --~~i~ -+ :::::: -Hii~ ----------------+ -----0.257 37 7632 1.5172 ---:-o.2sa_~--~ I'. _ --:3_g---_-:::_ -t=--___ ~ 7s9~_ -__ -1~--__ 1.5098 __ - _ ---~:~~b---~~ --_J_ ---~~~~---r-----~ :~~~~ ----_--~:iii --_---=i ---~! ---=-~=i _----!:~i ~~--~=1 ~t:~~~--- 0.264 - -t ----38 --------.--------~73------+----1.4657 -- --------------------------------.~E =-=t~---:_1~--1 -= -~m-+-~ -=lilit ~- =-----=~:~~~ = =~ ---!~-=+-= --;{:~--= f-~ . ~::~~~ -~- ~-----~:~~~-=-t=-= --;~ ----==-r-----~~+g--=---~~------l:~:~ ~--~--- -~~-~:~;~ -_----:t~-----~~----=----=------_j_:_ ~-:::-~~*-::::::: + ·-== . --~:~~~}---=--- ----0.275 ------- -36 --------6971 --------1.3858 ------~:~~~----l~~ ;: --~-=~ -!:~~ --__ ---r-~= ::: ~:~~~~ __ 0.278 35 6868 ' 1.3653 -----------------------~:iil= -r----:::: -ii----i~~~ ---t---~:i~!~~~ -----o.282 ------31 -r----6732--o3~ - ---~:~:~ ---;~---1 ------i~~; _------t -=----{~~~~ --- --------------------------- -----~:~:~ ;~ ~~ ::~~ -[-~:~~~~ -0.287--32--t --6591 ----\--1.3102 0.288 40 -6559--1.3039 -0.289 --26 --------6519 1.2959 ---~:~~~---__ 3 -;; -;::1---~=~-I -_l :;:~~-- 0.292 25 6431 1.2784 ----------------0.293 34 6406 1.2734 11/3/2015 9:28AM 5/26 Excel Engineering 0.294 0.295 0.296 0.297 0.298 0.299 0.300 0.301 0.302 0.303 0.304 0.305 0.306 0.307 0.308 0.309 0.310 0.311 0.312 0.313 0.314 0.315 0.316 0.317 0.318 0.319 ---------- 0.320 0.321 0.322 0.323 0.324 0.325 0.326 0.327 0.328 0.329 0.330 0.331 0.332 0.333 0.334 0.335 0.336 0.337 0.338 0.339 0.340 0.341 0.342 0.343 0.344 0.345 0.346 0.347 0.348 0.349 0.350 0.351 0.352 0.353 11/3/2015 9:28AM -j I - I I - j 39 28 33 38 33 30 41 32 40 23 33 34 28 23 31 22 35 28 25 21 24 25 29 32 33 29 40 25 34 24 26 23 20 29 28 39 22 26 35 26 25 25 25 30 26 22 27 29 27 26 34 33 28 20 30 12 27 26 25 23 i I --I 6372 6333 6305 6272 6234 6201 6171 6130 6098 6058 6035 6002 5968 5940 5917 5886 5864 5829 5801 5776 5755 5731 5706 5677 5645 5612 5583 5543 5518 5484 5460 5434 5411 5391 5362 5334 5295 5273 5247 5212 5186 5161 5136 5111 5081 5055 5033 5006 4977 4950 4924 4890 4857 4829 4809 4779 4767 4740 4714 4689 ~ -- ------! L I t USGS9217 d PostM itigated. txt 1.2667 -------1.2589 -------1.2534 1.2468 1.2392 1.2327 -------1.2267 1.2186 -------1.2122 ----1.2043 1.1997 1.1931 1.1864 --------1.1808 1.1762 1.1701 1.1657 1.1587 1.1532 1.1482 1.1440 1.1393 1.1343 ---------1.1285 1.1222 1.1156 1.1098 1.1019 1.0969 1.0902 1.0854 1.0802 1.0756 1.0717 1.0659 ----------- 1.0603 1.0526 ------------1.0482 1.0430 1.0361 1.0309 1.0259 1.0210 1.0160 1.0100 1.0049 1.0005 0.9951 0.9894 0.9840 0.9788 -----------0.9721 0.9655 ------- 0.9600 0.9560 0.9500 --------0.9476 0.9423 0.9371 0.9321 6/26 Excel Engineering USGS9217d PostMitigated. txt 11/3/2015 9:28AM 7/26 Excel Engineering 0.414 0.415 0.416 0.417 0.418 0.419 0.420 0.421 0.422 0.423 0.424 ---------- 0.425 0.426 0.427 0.428 0.429 0.430 0.431 0.432 0.433 0.434 0.435 --------- 0.436 0.437 0.438 0.439 0.440 0.441 ---~­___ i -------------- 0.442 ---------0.443 0.444 0.445 0.446 0.447 0.448 -------0.449 ----------- 0.450 0.451 0.452 0.453 0.454 0.455 0.456 0.457 0.458 ----------0.459 0.460 0.461 0.462 0.463 0.464 0.465 0.466 0.467 0.468 0.469 0.470 0.471 0.472 0.473 11/3/2015 9:28AM i --1 14 11 10 16 18 16 10 12 8 19 9 14 12 18 14 12 13 13 13 14 16 9 11 14 9 6 13 15 10 13 13 11 11 9 5 17 5 9 13 10 7 7 10 6 14 13 12 15 8 14 7 10 10 9 10 7 10 10 15 7 j I - -~ I 3537 3523 3512 3502 3486 -----3468 3452 3442 3430 3422 3403 3394 3380 3368 3350 3336 3324 3311 3298 3285 3271 3255 3246 3235 3221 3212 3206 3193 3178 3168 3155 3142 3131 3120 3111 3106 3089 3084 3075 3062 3052 3045 3038 3028 3022 3008 2995 2983 2968 2960 2946 2939 2929 2919 2910 2900 2893 2883 2873 2858 T j l i 1 - t --+-- t ! USGS9217dPostMitigated.txt 0.7031 0.7003 0.6981 0.6962 0.6930 0.6894 0.6862 ----- 0.6842 0.6818 0.6803 -----0.6765 -------0.6747 ------------- 0.6719 0.6695 0.6659 ----- 0.6632 0.6608 0.6582 ---- 0.6556 ----0.6530 0.6502 0.6471 -----0.6453 0.6431 ------------- -0.6403 0.6385 ------------ 0.6373 ----------- ---0.6347 0.6318 0.6298 0.6272 0.6246 ----------- 0.6224 0.6202 0.6184 ---------0.6174 --------0.6141 0.6131 0.6113 -------0.6087 0.6067 ----------- 0.6053 0.6039 ------0.6019 ------ 0.6007 ----------0.5980 0.5954 ------0.5930 0.5900 0.5884 ---------- 0.5856 0.5842 0.5823 0.5803 0.5785 -------- 0.5765 0.5751 0.5731 0.5711 0.5681 8/26 Excel Engineering USGS9 217 d PostM itigated. txt 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--+-------------------K1~~ -~ -----~;~~---t ----~:;:~~ !~-i _ i ---r---_ ~m --; r-1~r- ___ --------------- 0.492 7 2672 0.5312 ----------------0.493 6 2665 0.5298 ----------0.494 10 2659 0.5286 _-0.49~= -----! 14 _2649 _0.5266 -0.4§1§__ ------+-3 -2635 0.5238 --l1ii ~ ----1 ~ u-=~~i~i -----L-----H~~~ ---- ------_ ____j ---------------- 0.500 11 2607 0.5182 --- .... 0.501 6 2596 0.5161 ~;~.~E=--~1~ --~ r---~i~! -nm =-- -~0~--. 7 I _ 2558 +--_ _ 0.5085_ 0.507 5 ---. 2551 0.5071 _-iE~ ~ 1 --=-\=~ ~ffi--=-i --~El ----~:;~; 1__-_---::-__ 15Q_ -----~;~~-~:;~~~ --~Jm-=--t ~-~-=J-_--~--=!Ei<=--r ~-~rill~- 0.518 8 ---2485 ,-0.4940 -0.519 2 2477 0.4924 ---------------------------------------0.520 2 2475 0.4920 ----------- ~:i~i --\-----y ---i!it---i --~::iii - 0.524 ===t --5 --2448 ____ , ----0.4866 0.525 ' 14 2443 0.4856 ------------------·-------------------- 0.526 3 2429 0.4829 -------------------0.527 6 2426 0.4823 ----------------------_ ~:!!~ ~ --~--;_ ~~i--}.:~H 0.531 9 --2396 - -;----------o:4763-- --0.53_2_ 12 2387-0.4745 ------o.-533 ____ --a 2375 o.4721 .... 11/3/2015 9:28AM 9/26 Excel Engineering ~e. «:-'b' e. ~<:$ §' ~{3 0.534 0.535 0.536 -------- 0.537 0.538 0.539 0.540 I 0.541 0.542 ------- 0.543 0.544 ---------0.545 0.546 0.547 0.548 0.549 0.550 0.551 0.552 -----------I 0.553 0.554 0.555 0.556 .. ~ 0.557 I I 0.558 0.559 0.560 -~ 0.561 0.562 0.563 0.564 0.565 0.566 0.567 --------0.568 0.569 0.570 0.571 0.572 0.573 0.574 -------0.575 0.576 0.577 0.578 0.579 0.580 + 0.581 ! 0.582 0.583 0.584 0.585 0.586 0.587 0.588 ----···---0.589 0.590 0.591 0.592 0.593 11/3/2015 9:28AM ?:>"" ;._,o ~e. ~ e.' ~ ~-s 7 9 5 10 5 7 5 5 5 8 9 5 8 6 8 7 4 4 4 8 7 7 4 6 5 9 5 3 2 5 10 5 4 8 5 7 9 3 4 4 2 9 5 5 4 5 7 4 6 7 5 5 6 4 2 5 6 12 7 6 l I I i I .. ! 2367 2360 2351 2346 2336 2331 2324 2319 2314 2309 2301 2292 2287 2279 2273 2265 2258 2254 2250 2246 2238 2231 2224 2220 2214 2209 2200 2195 2192 2190 2185 2175 2170 2166 2158 2153 2146 2137 2134 2130 2126 2124 2115 2110 2105 2101 2096 2089 2085 2079 2072 2067 2062 2056 2052 2050 2045 2039 2027 2020 i j L USGS9217dPostMitigated.txt 0.4705 --------- 0.4691 ------------0.4674 0.4664 0.4644 0.4634 0.4620 0.4610 0.4600 0.4590 0.4574 ------·-. 0.4556 0.4546 0.4530 -----------0.4518 0.4503 ----------- 0.4489 0.4481 ------ 0.4473 0.4465 0.4449 --------0.4435 0.4421 ----------0.4413 0.4401 ------------ 0.4391 0.4373 0.4363 0.4357 ---------·-0.4353 0.4344 0.4324 ------------0.4314 0.4306 0.4290 ·-·-0.4280 0.4266 0.4248 0.4242 --- 0.4234 0.4226 0.4222 0.4204 0.4194 0.4184 0.4177 0.4167 0.4153 0.4145 0.4133 0.4119 0.4109 0.4099 0.4087 0.4079 ------------0.4075 0.4065 0.4053 0.4029 0.4016 10/26 Excel Engineering USGS9217d PostMitigated. txt oe,o e,Q:j <v+G e, ~~ ~ v0 ~e,<; 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- -~:~~~ - -16 ~~:~ --__ -t--K~~~-__ 0.601 1 1978 0.3932 -------- ---------=--%:~~~-~ _1. ~ ~i~ ---_t -~:~~;~ 0.604 2 1964 I 0.3904 ---- ------------~:~~~+' _------~55 -----~-----_111~9556742 ----_---~---_ ---~000 ... 333~898004~----o.6oi___ _ T -0.608 ------3 ---1949 ----~----0.3874 ____ - gm = i - - ---_iiE =1 =HE~~ - 0.612 4 1927 0.3831 --H~r-----±--~ ~Hi -------~~ ---lii~i ~---- ------------- 0.616 1 1906 0.3789 0.617 ~---3 1905 0.3787-- <>.618-------:--8 -i 1902 --0.3781 - --0.619 -------7----i 1894 -0.3765--------0620 ___ ----4 -----j --1887 ---------0.3751 _--~:~~~ = --=i ~ ~ = ~ --f ~:~ ----~~ -t -=~-~:~i~f =- 0.623--3 -j ---1876 ---~ ---0.3729 ---------o.624----8 ---- --18if----;--0.3723 - -----~:-~~~ ---1 -----~5--------~1 ~ ----~:~; -= -_:=r -~~~ _-~:~;~~ - --0.627 -1860 ---_;:___ ---0.3697--- =0.628 --=-~--------5-_--1855 t--0.3688 -----H~~-=~~-~-=---~ ~-------~_I---~ -~ -~!:~-~-i~--__ Hii~ --~---__ -_-Hi! __ ~---~ :___~-}--=-:I_--::-=l:! -=~--.. 1 HE - Hii -± ----?~--~ l!i~ +--~:ii!! ----------··-------- --=rEt~ ~1= --~ -= -~ ~-~i~-~ -1 = --rre-~ -=-----=------0.6~:3 __ -----, - 5 ----_177!!_ ----------+ -----=--_Q.3534 _-- 0.644 8 1773 . 0.3525 0.645 j 3 ---1765 -------0.3_~0!)_ ------0.646 I 2 1762 -----: 0.3503 -_ ---------0.647 ----!_-i?6Q __ --____:::---+-------::~ 0.3~99 ---- 0.648 3 1756 . 0.3491 0.649 -2 1753 ----0.3485 ----~:!ir~ ~I ----j ~Hi -~ H:~i ~ ------o.6s3 ----+ 7 -1742 -----o.3463 11/3/2015 9:28AM 11/26 ,,, Excel Engineering 0.654 -------- 0.655 0.656 0.657 0.658 0.659 --------0.660 0.661 ------- 0.662 ---------0.663 0.664 0.665 0.666 ···--.. 0.667 -------0.668 ------ 0.669 -------------0.670 -----0.671 -------- 0.672 0.673 0.674 0.675 ----------- 0.676 -·---0.677 ------0.678 0.679 ------0.680 0.681 0.682 0.683 0.684 --------- 0.685 ·----.. 0.686 0.687 0.688 ·----. 0.689 0.690 0.691 -----------0.692 --------·-0.693 ---------0.694 0.695 -0.696 0.697 ---... 0.698 0.699 0.700 0.701 --------0.702 ------------0.703 --------- 0.705 0.706 0.707 0.708 0.709 0.710 -------- - 0.711 0.712 0.713 0.714 11/3/2015 9:28AM 1- I t - 1735 1730 1726 1717 1709 1708 1706 1702 1700 1696 1693 1686 1682 1679 1675 1670 1667 1664 1659 1655 1651 1647 1643 1636 1633 1627 1619 1615 1609 1606 1601 1598 1590 1588 1583 1578 1576 1572 1569 1565 1560 1558 1551 1549 1544 1540 1537 1534 1528 1523 1522 1516 1514 1513 1511 1508 1505 1501 1496 1488 t-! -----+- USGS9217dPostMitigated.txt 0.3449 0.3439 ------0.3431 0.3413 0.3397 -----------0.3395 0.3391 0.3383 0.3379 0.3371 0.3365 0.3352 0.3344 0.3338 ----------0.3330 0.3320 ------0.3314 ------0.3308 ---------0.3298 --------- 0.3290 0.3282 0.3274 0.3266 0.3252 0.3246 0.3234 0.3218 ------- 0.3210 0.3199 0.3193 ----- 0.3183 0.3177 0.3161 0.3157 0.3147 ------0.3137 0.3133 ·--- 0.3125 ----0.3119 --------0.3111 0.3101 0.3097 0.3083 0.3079 0.3069 0.3061 ----0.3055 0.3049 -------0.3037 0.3028 ------ 0.3026 0.3014 0.3010 0.3008 ·--·· 0.3004 0.2998 0.2992 0.2984 0.2974 0.2958 12/26 Excel Engineering USGS9217dPostMitigated.txt 0.715 ---,_ ------ 0.716 0.717 0.718 0.719 ------· 0.720 0.721 ---------·· 0.722 ---------0.723 -··--0.724 0.725 --·-0.726 -=-1 ----1 ! 0.727 ' _ -----Q-728 ···---=r -~----0.730 --·---------- 0.731 ----------------. ---__Q."7:3?. __ ' - 0.733 -------· 0.734 0.735 -------0.736 0.737 0.738 0.739 ---------- -i-- ' --r _0.740---+ 0.741 : ----H1}-----f~-- ----------·· ---, __ _ 0.745 0.746 --------------0.747 --.-- 0.748 ------- 0.749 .-· --· 0.750 ------a:? 51 __ . ------t-· -· -- --------· _j ~ ----___ -~ _ n;1_ .. ___ --1~ii~ -· 2 1472 0.2926 --- 4 1470 0.2922 .---2 1466 0.2914 ! 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Excel Engineering 0.776 0.777 0.778 0.779 0.780 0.781 0.782 0.783 0.784 0.785 0.786 0.787 0.788 0.789 0.790 0.791 0.792 0.793 0.794 0.795 0.796 0.797 0.798 0.800 0.801 0.802 0.803 0.804 -------- 0.805 0.806 0.807 0.809 0.810 0.811 0.812 0.813 0.814 0.815 0.816 ----------0.817 0.818 ------------ 0.819 0.820 0.821 0.822 0.823 0.824 0.825 0.826 0.827 0.829 0.830 0.831 0.832 0.834 0.835 0.836 0.837 0.838 0.839 11/3/2015 9:28AM -i ' ---t I I 1-· 1 3 2 4 2 4 6 4 5 5 1 2 4 3 1 2 2 1 6 1 4 1 2 1 3 3 4 3 5 5 1 3 1 1 2 3 2 7 1 3 1 1 2 1 1 1 1 3 3 4 4 3 2 2 1 6 4 1 6 2 1243 1242 1239 1237 1233 1231 1227 1221 1217 1212 1207 1206 1204 1200 1197 1196 1194 1192 1191 1185 1184 1180 1179 1177 1176 1173 1170 1166 1163 1158 1153 1152 1149 1148 1147 1145 1142 1140 1133 1132 1129 1128 1127 1125 1124 1123 1122 1121 1118 1115 1111 1107 1104 1102 1100 1099 1093 1089 1088 1082 -I T . ---t j USGS9217dPostMitigated.txt 00 0~ o0 «,"'<' 0 -<.,.f:' ~ o0 «..~" 0.2471 0.2469 0.2463 0.2459 0.2451 .. _ -- 0.2447 0.2439 --------0.2427 --------0.2419 0.2409 ----------- 0.2399 0.2397 0.2393 0.2385 0.2379 0.2378 0.2374 ------------0.2370 0.2368 -----· .. 0.2356 0.2354 0.2346 ------------- 0.2344 0.2340 0.2338 0.2332 0.2326 0.2318 0.2312 0.2302 0.2292 0.2290 0.2284 __ .. 0.2282 ·--· -· 0.2280 0.2276 0.2270 ---------0.2266 0.2252 0.2250 0.2244 0.2242 --·-0.2240 ------ 0.2236 0.2234 0.2232 0.2230 0.2228 ------__ .. 0.2222 ----- 0.2216 0.2209 --------------0.2201 0.2195 0.2191 0.2187 0.2185 0.2173 0.2165 0.2163 0.2151 14/26 Excel Engineering 0.840 1 ------------ 0.841 4 0.842 3 -----0.843 3 ------------ 0.844 2 0.845 3 0.846 1 0.847 1 ----------__ -~1~= ~=j ~ ---0.853----' 2 --------- 0.854 4 __ 0.857 ---_L _1 ~--§:~;~ -=------=--_l_ ----~--~ ----- --::0=.8:-=,60 --! ___ _1 -- 0.862 3 ---------- 0.863 2 --- 0.864 2 ---------0.865 2 0.866 3 ------ 0.867 2 -------0.868 5 ----------- 0.869 5 ---0.870___ --j 1 o.a?T--1 4 ---I 0.872 3 ----0.873 5 ----0.874 1 --=-~:~i~ --_--_-_--{ __ ----=--~ ---- 0.877 I 2 . 0.878 --~--=--r 2 0.879 2 ------- __ 0.1313_1 --__ j __ 0.881___ --1 0.884 1--- 0.885 ' ------- 0.886 0~888 i - _ ____::_ 0.889-=--_ __:-_-t 0.890 ' ------~- 0.891 -----0.892 ------+ 0.893 0.895 i --------o:89Y----1 0.898 0.900 0.901 0.903 0.904 0.905- 0.906 0.907 0.910 --------0.911 ---- 0.912 ----------- 0.913 11/3/2015 9:28AM 2 --------1 3 1 5 1 1 1 4 3 2 2 2 3 --------- 2 3 4 2 2 1 1 2 4 4 1 == 1-~~- 1080 1079 1075 1072 --------- 1069 1067 1064 1063 1062 1060 1056 1053 1051 1047 1046 --- 1043 1039 ----------1035 ------ 1032 1030 1028 1026 1023 1021 1016 1011 1010 1006 1003 998 997 -------------993 991 989 987 985 983 982 ----------979 -~ ------------- T 978 973 972 971 970 966 963 961 -------- 959 957 954 ----------952 949 945 943 -------941 940 939 937 933 929 --.1'_ -- USGS9217dPostMitigated.txt 0.2147 0.2145 --------0.2137 0.2131 0.2125 0.2121 ----··---0.2115 0.2113 0.2111 0.2107 0.2099 0.2093 0.2089 ------- 0.2081 ------0.2079 ---·-- 0.2073 ----- 0.2065 ---------------0.2057 -------- 0.2051 ------ 0.2048 0.2044 ----- 0.2040 0.2034 0.2030 0.2020 0.2010 0.2008 0.2000 0.1994 ------ 0.1984 -----0.1982 ------------- 0.1974 ------- 0.1970 -------0.1966 ------------0.1962 --------0.1958 ------------0.1954 ---------0.1952 ------0.1946 ----------0.1944 0.1934 ---0.1932 0.1930 0.1928 0.1920 ------- 0.1914 --·---- 0.1910 ----------0.1906 ---- 0.1902 0.1896 --------0.1892 0.1887 0.1879 0.1875 0.1871 0.1869 0.1867 0.1863 ---- 0.1855 0.1847 15/26 .... Excel Engineering 0.914 0.915 0.917 0.919 0.920 ---------- 0.921 0.923 ----0.924 0.927 0.928 0.929 0.930 0.932 0.933 0.934 0.935 0.936 0.937 ---- 0.939 ------0.940 -------- 0.941 -------- ------0.942 0.943 0.945 0.946 0.948 0.949 0.950 0.951 ------ 0.952 ------- 0.953 0.955 0.956 0.957 0.958 0.959 0.960 ---------0.961 0.962 0.965 0.966 0.967 0.968 0.969 0.970 0.971 0.972 0.975 0.976 0.977 0.978 0.979 0.980 0.981 0.983 -0.984 0.985 0.986 0.987 0.988 11/3/2015 9:28AM I j- ' [ 1 2 1 3 2 2 4 3 4 3 1 2 3 1 3 1 4 3 3 3 1 1 1 4 4 1 1 2 2 2 1 1 4 2 2 1 1 1 2 1 1 1 2 5 3 1 1 1 2 1 2 2 1 3 2 1 1 2 1 3 3 928 926 925 922 920 918 914 911 907 904 903 901 898 897 894 893 889 886 883 880 879 878 877 873 869 868 867 865 863 861 860 859 855 853 851 850 849 848 846 845 844 843 841 836 833 832 831 830 828 827 825 823 822 819 817 816 815 813 812 809 t ' -~ ' USGS9217dPostMitigated.txt 0.1845 0.1841 0.1839 ------- 0.1833 -------0.1829 0.1825 ---------- 0.1817 0.1811 0.1803 0.1797 0.1795 --------0.1791 0.1785 0.1783 0.1777 0.1775 0.1767 0.1761 0.1755 0.1749 0.1747 0.1745 0.1743 0.1735 0.1727 0.1725 0.1723 0.1720 0.1716 0.1712 ---------- 0.1710 0.1708 0.1700 0.1696 --------0.1692 0.1690 0.1688 0.1686 -------0.1682 0.1680 0.1678 0.1676 0.1672 0.1662 0.1656 0.1654 -----------0.1652 0.1650 0.1646 0.1644 0.1640 0.1636 0.1634 0.1628 ------------ 0.1624 0.1622 0.1620 0.1616 0.1614 0.1608 16/26 Excel Engineering USGS9217d PostMitigated. txt ,.., 11/3/2015 9:28 AM 17/26 Excel Engineering 1.072 1.073 1.074 ----------1.075 --------------- 1.076 -·----·-1.077 1.079 --_1._08_1_-=---] __ ·- 1.082 -l 1.083 1.085 --·--1.090 1.091 1.093 1.095 1.096 1.100 --------------------1.101 ---------------- 1.102 ---·-1.103 1.104 1.105 1.107 1.108 1.109 1.111 -------- 1.112 1.113 1.114 -------------- 1.116 ------- 1.118 1.119 1.123 ---------1.124 --------1.125 1.127 1.130 1.132 1.134 1.135 1.136 1.137 1.140 -------1.141 1.143 -----1.145 1.147 1.150 1.151 1.152 1.153 1.154 ----------------1.155 1.156 1.157 ------·· 1.160 1.162 1.163 1.164 1.166 11/3/2015 9:28 AM t- I 1 3 2 2 3 3 3 3 2 1 1 4 5 3 3 1 1 1 4 1 2 1 1 1 2 2 1 3 1 1 2 1 --------2 2 1 2 2 2 1 2 1 2 2 3 3 2 2 1 1 3 2 1 1 2 1 4 1 1 1 1 682 681 678 676 674 671 668 665 662 660 659 658 ---------- 654 649 646 643 642 641 640 636 635 633 632 631 ------------- 630 628 626 625 622 621 ------ 620 618 617 615 613 612 610 608 606 605 603 602 600 598 595 592 590 588 -------- 587 586 583 ----------- 581 580 --------579 577 576 572 571 570 569 U SGS9217 d PostM itigated. txt 0.1356 ------------ 0.1354 ------------0.1348 ·--------------- 0.1344 ---------0.1340 0.1334 0.1328 0.1322 0.1316 0.1312 0.1310 ·---·· 0.1308 0.1300 ---· 0.1290 0.1284 ·--·- 0.1278 0.1276 -------0.1274 --·-· 0.1272 0.1264 -------- 0.1262 0.1258 0.1256 0.1254 0.1252 0.1248 0.1244 0.1242 0.1236 ------- 0.1234 0.1232 0.1229 ·----· 0.1227 ·---·--0.1223 ------- 0.1219 --------------0.1217 ----------0.1213 0.1209 0.1205 0.1203 0.1199 0.1197 0.1193 0.1189 0.1183 --------0.1177 0.1173 0.1169 0.1167 0.1165 0.1159 0.1155 ----0.1153 0.1151 0.1147 0.1145 0.1137 0.1135 0.1133 0.1131 18/26 Excel Engineering USGS9217dPostMitigated.txt 1.167 1 568 0.1129 ---------------- ___ 1._16_8 ------1 -•---~~-~~ 567 ____ Q-!127 1.169 2 ' 566 0.1125 ----------~-----------------------~--- 1.1_7_0 ___ -1 --~ 564 Q._11_2_1_ 1 .172 4 563 0.1119 ----------------1 .173 1 559 0.1111 ----- 1.174 1 558 0.1109 ---------------------____ UZ? _ __1 _ ---+---557 _ ____ o.11 07 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 ~:~~~-~----~~ --~-----~~--=t-------;:~=-~-------~:~~:~----------------~--------------+--------------------------1.189 I 2 1 545 0.1083 --l~~~--__ ----~r-__ -=-~~ _r~=-~=-==~t-_ -~ -~-~---~:-~g-~g 1.191 _____ I 1 ---t-54o_ o.1o73 __ _ !-~---~---~~ ___ _ I ______ 539 -----~:-~~~~ ~-=~~:~~~~ ==~= __ -_----~32--_ ~~-r-------§55333~2 ~--0.1062 --1.199 _ __t ~ 0.1058 1.200 i 2 529 0.1052 --Tio1 ____ 1 2 ---------52-7 --o-.1-0-48--~ ---~--~~-~-:_~~=-~-;_-~_--_ --:-~--_-_I-~------1 --___ ;-~-r ~--L---_ --~=~-:-~=~-:=-~--- -----1.204 1 ~~~-__ I _ _ _ 521 o.1 o36 1.205 1 520 0.1 034 ------------------------------1.207 2 519 0.1032 ----~-1.208 2 517 0.1028 ------ 1.211 2 515 0.1024 ------------------------~ 1.213 1 - --___ _§_!~ ----• __ 0_.1_0_20_ 1.216 1 512 0.1018 ----------------1.218 1 511 0.1016 ----------------------1.219 1 510 0.1014 ----~------------509 0.1012 ___ ---=-!)-o-6-_________ -r_-o.1,__o._...o~6-----1 505 __ I ___ _ Q. 1004 503 0.1000 ------------------------ 502 0.099.,._8 __ _ -----::--- -1.225 --+---3 1.231 1 -~--~ ~in-------~ ~-t -- 501 0.0996 -~--- 499 0.0992 1.237 I 2 ---1.238 -t----1 ----- 498 0.0990 ~--L=~----------496 ________ o_.o_gas ____ _ 1.~--·~~ ' ~~·-----·~ 2 ---------1.240 1 ----------------~~ --495 0.0984 1.241 1 ------------------------1.243 1 494 0.0982 ------ 1.244 1 493 0.0980 --------------------1.245 1 492 0.0978 ----------491 0.0976 ----1~24ff_________ --------1-- ---------------------------------------- 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 ---------------------r--------479 0.0952 --------------------1.259 -L___ 3 ------ 476 0.0946 ---------------------475 0.0944 -------1.26:3_ ___ ---i -----__ ! 1.264 . 2 ------------- 473 0.0940 --------1.265 _______ r 2 11/3/2015 9:28AM 19/26 Excel Engineering 1.266 1.267 1.268 1.269 -----------------1.272 1.273 1.276 1.277 1.278 1.279 ----------- 1.281 1.282 1.284 1.285 1.286 1.287 1.289 1.294 ----1.296 ----------------------+-- 1.297 -------------+----1.299 1.300 -------------- 1.301 ---------------1.302 ------- 1.304 ----------------1.309 1.312 ---------------- 1.313 1.314 1.316 1.319 1.320 1.323 1.327 f32_8 -j -- ~~~-~~ -+--- --I _!.339 I 1.340 1 1.341 1.343 1.345 1.348 1.353 ----- 1.356 1.360 ------1.363 1.364 ------------- 1.370 1.372 1.375 1.376 1.377 1.378 1.379 11/3/2015 9:28AM 1 1 2 2 1 2 1 1 3 1 2 1 1 1 1 1 2 1 2 1 2 3 1 1 1 1 1 2 1 1 2 1 1 1 1 1 2 3 2 1 1 1 1 1 2 1 1 1 1 3 2 1 1 1 2 2 1 1 1 2 471 470 469 467 465 464 462 ---------461 460 457 456 454 453 452 451 450 449 447 446 444 443 441 438 437 436 435 434 433 431 430 429 427 426 425 424 423 422 420 ------------ 417 415 414 413 412 411 410 408 407 406 405 404 401 399 398 397 396 394 392 391 390 389 -t- j I ------+------ USGS9217dPostMitigated.txt 0.0936 0.0934 0.0932 ----------- 0.0928 ---- 0.0924 0.0922 0.0918 --------0.0916 -------------- 0.0914 0.0908 ----0.0906 ------------ 0.0903 -----0.0901 ----------------- 0.0899 0.0897 -------0.0895 ------------0.0893 0.0889 ---------0.0887 0.0883 0.0881 0.0877 0.0871 0.0869 0.0867 0.0865 0.0863 0.0861 ------------- 0.0857 0.0855 0.0853 ---------- 0.0849 --------------0.0847 -------------- 0.0845 ------ 0.0843 0.0841 0.0839 0.0835 0.0829 ---------0.0825 0.0823 0.0821 0.0819 0.0817 0.0815 0.0811 0.0809 0.0807 ----0.0805 0.0803 ------0.0797 ------0.0793 0.0791 0.0789 ------------0.0787 0.0783 ----------- 0.0779 0.0777 0.0775 0.0773 20/26 Excel Engineering USGS9217 d PostM itigated. txt 1.380 1 387 0.0769 1.382---1 -~----~~: _____ ~§_ ----------0.076? 1.384 2 385 0.0765 -----TI85 ----3 383 ----o:om-- ___ ------~ -----------1.38~-----2 -380--0.0755 1.387 1 378 0.0751 --------~:~ii t :~~--:~-2 ~-~=~-~:---~~~ =-~~~=~ ~:~~!i 1.396 ------t----------2 -----------------373 0.0741 -----=, :398 ----t----2 ---- - -. --371 -- - ----D.0738- = ==J!--~+=~--;r--~~=-~~ ---~ru --==f!·_-__ --~:..:...::~~-=-~ ---=1=== ~ ;~; --------=-_ __:1..:....4:-c::2-=-0 _ _: ______ - 2 361 0.0718 1.421 1 359 0.0714 -------------------------1A24 1 358 0.0712 -----------------------------. 1.426 1 357 0.0710 ------------- 1.428 1 356 0.0708 -----·----------~--L~! m -j --~o~.-~o0~6L9~~oi ---- ---1.444 1 34 7 -------------- 1.445 1 -----346--L-----0.0688 -iill____ _ _________ __g_ -----------345 --------+-----0.068~------------ 1.450 1 343 __ ____ L' 0.0682 1.451 2 342 0.0680 --------1.452_______ 1 ---------340 ---------0.0676 -------1~454 ---------------1 -------------339 0.0674 ··----------t---1.457 1 338 0.0672 1--------'1~458 ,---1 ------337 ------~--o:o670 --------------------1.460 1 336 0.0668 j~~ ~=-~ == + ~--t---= f-=-i --- i A 7_8 _____ --2 I ------327 ----· · -o:o65o ____ _ 1.482 ______ --. 1 325 0.0646 ---1:483 ---------1 -----~-c---+-1 324 -~ T---=~------(}.06i4 -----··· 1.489 1 323 0.0642 1------~E~-~-----l ~~=--r-----=! __ _li[ 1.505-----------__ 1_ j___ 317 0.0630 ~:~~~--------"---~ -----j .. ;~~ ~--··· ~:~~~~ ---''-"=C.:... -~ -----1.509 1 -t 312 0.0620 J.510---====-~ 1 __ __]_1J_ ~~=~--0.0618 1.513 2 310 ---0.0616 _1:51_4____ ----T 308 0.0612 ------------------1.515 1 307 0.0610 ---------- 1.516 1 306 0.0608 11/3/2015 9:28AM 21/26 Excel Engineering 1.519 1.520 1.523 1.524 1.525 1.526 1.535 1.542 1.544 1.547 1.553 1.554 1.555 1.557 1.564 1.565 1.566 -------1.569 1.570 1.574 1.577 1.580 1.581 1.584 1.586 1.589 1.591 1.594 1.596 1.597 1.598 1.600 -------1.611 1.618 1.620 1.623 ------------------1.624 ----------- 1.625 -------1.626 1.627 1.629 1.631 1.632 1.633 1.634 1.635 1.638 1.639 1.641 1.642 1.643 1.644 1.646 1.647 1.649 1.650 1.655 1.658 1.659 1.664 11/3/2015 9:28 AM i 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 1 1 2 1 2 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 305 304 303 302 301 300 299 298 297 296 292 291 290 289 288 287 286 285 283 282 281 280 279 278 277 275 274 273 271 270 268 267 266 265 264 263 261 260 259 257 256 255 254 253 252 ....... , 251 250 249 248 247 246 245 244 243 242 241 240 239 238 237 USGS9217dPostMitigated.txt 0.0606 ------0.0604 0.0602 ---------0.0600 0.0598 ---------- 0.0596 --------0.0594 -----------0.0592 -------- 0.0590 ---------0.0588 0.0580 ----------- 0.0578 ------0.0576 ------ 0.0574 --------- 0.0573 0.0571 ----- 0.0569 0.0567 0.0563 -----0.0561 ------- 0.0559 -------------0.0557 0.0555 0.0553 0.0551 0.0547 0.0545 0.0543 -------------- 0.0539 0.0537 0.0533 ----------- 0.0531 ------- 0.0529 ------------0.0527 ----- 0.0525 0.0523 --------0.0519 -------------0.0517 0.0515 -------------0.0511 -----0.0509 0.0507 0.0505 ----------0.0503 0.0501 0.0499 0.0497 0.0495 ----- 0.0493 ------0.0491 ----0.0489 0.0487 ---------- 0.0485 0.0483 ------- 0.0481 ----- 0.0479 0.0477 ---------0.0475 0.0473 0.0471 22/26 Excel Engineering USGS9217 d PostM itigated. txt ~~~ (:l) ;..·~;o~ e.e; e.e; ~e. v.,+G v.,+G ~ ~ # ~ ~ ~ ~~ ~e. ~ ~v ~ ~ --------"'~ _____ _j_ ___ ~e."_. 1.671 1 236 I 0.0469 ---------------- 1.673 1 ---+-------.. --~~ 0.0467 - ----- 1.674 3 234 0.0465 --------1.677 1 231 0.0459 ------------------------------ 1.679 1 230 0.0457 1.680 -----------t---------2--------229 --0.0455 ----- 1.682 1 227 0.0451 1.688 -----+-1 - -226 -. 0.0449 (694 + ------2---225----t-----0.0447 -___ 1~697 ____ J 1 --------~---_____ 223------~-------0.0443- 1.699 1 222 0.0441 ------GOO _______ ____:____.=I-:-=-----j _ 221-_:--~-:_-~-:::_~----o.o439 __ __ilii -1 J :-=--=t=-m -=---gt; 1.711 T _ 1 +-------~16 ___ 0.0429 _ 1.714 1 I 215 0.0427 1.717 ----j__ - ---! --=-~-=~~-----~~-_g_1_4----------0.0425 -- -1.721 ---i 1 -----------213 0.0423- 1.731 --+ 1 __ _j_ ________ n2 _Q.o421 __ ___ _!.739 ---1 ----~---------L 1 211 ____________ o.o419 i---~=--l_ --~t--1F-==--~~=-!El;=- H!t-=-~ ===-i ~t-=-~! · ---~E!;~ ---------1:768--: 2 1------202-o:o4o2 -- 1.781 T 1 2oo -----o.o398- ----T784 ---r= 1 ------199 0.0396 ___ l~~~ ==--r=----~--=--------------~~~-~:~;~~ ~:~~~ t-=-==----~---. -~~~ ~=-~:~~~ - -~1 ----=----~~~ ~:~;~~ 1.799 -+ 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 ------~~::~ -~ ~~~ _________ i______ ~:~;;t ~lir--+ ~ -~-----=~!L_J_ I _ _ ____ 1.867 ____ --~ r ------1-__ , ___ _ ~ -----j ~ -.:.==-= ==---~ i~ ---------------~- 1,875 ! -____ 1--~-------- -0.0336 1.878 1 1~_fl ---------_____ 0.0334_ . 1.880 1 167 0.0332 11/3/2015 9:28AM 23/26 Excel Engineering 1.890 1.894 ----------- 1.896 1.903 1.907 -----------1.913 1.918 1.921 --------1.923 1.924 1.925 1.934 1.938 1.941 1.948 1.952 1.954 1.958 1.971 1.972 1.973 1.987 1.990 ---------- 1.992 -------1.993 ---------------- 1.998 2.000 2.003 2.016 2.024 2.026 2.051 2.056 2.064 2.069 ---------------2.094 2.099 2.103 ---------- -2.113 2.121 -------------2.125 2.134 2.135 2.136 2.139 2.151 2.152 2.155 2.181 2.183 2.189 2.195 2.202 2.204 2.222 2.225 2.231 2.243 2.246 2.247 11/3/2015 9:28AM - - t ! I -I + L r ---; o"' ~..~ ~cu o-rz.' ~ ~v 1 3 1 2 2 1 1 1 1 1 1 1 1 1 I j 1 1 1 1 1 1 1 I - I 2 1 1 1 1 1 1 1 1 1 I ! 1 1 1 1 1 1 1 I I 1 1 1 2 1 USGS9217dPostMitigated.txt &-<::-0;, l> cu~ cz;CU vcu <v+G <v-'r o"' cu i..,o "'~ ~cu ~ ~ vcu "'~ q___cu" 166 0.0330 165 i -0.0328 162 0.0322 161 0.0320 159 0.0316 157 0.0312 156 0.0310 -----155 0.0308 154 0.0306 153 0.0304 152 0.0302 151 i 0.0300 I - 150 0.0298 ------149 0.0296 148 I 0.0294 147 0.0292 - + 146 0.0290 145 0.0288 144 0.0286 143 0.0284 142 0.0282 ----------141 0.0280 139 0.0276 138 0.0274 --------137 0.0272 136 0.0270 ------- 135 0.0268 --------134 0.0266 133 I 0.0264 r ---132 0.0262 ----131 0.0260 ------ 130 0.0258 129 __ j 0.0256 128 0.0254 127 0.0252 126 i 0.0250 125 0.0248 ----- 124 0.0246 --·----123 0.0245 122 0.0243 121 0.0241 120 0.0239 119 0.0237 118 0.0235 117 0.0233 116 0.0231 114 0.0227 113 0.0225 112 0.0223 -------111 I 0.0221 110 I 0.0219 - j 109 0.0217 108 0.0215 107 0.0213 106 0.0211 105 0.0209 104 0.0207 103 0.0205 ------- 102 0.0203 101 0.0201 24/26 Excel Engineering USGS9217dPostMitigated.txt oe.o e,'li ~+o e. -<.:s:' ~ c,0 ~~--2.248 1 100 0.0199 =~:~~~ . ----~ ---f ~~ ~~~:~~~~- 2.274 1 97 0.0193 .. ---------·-------2.275 1 96 0.0191 ---------- 2.279 1 95 0.0189 --- .. ~:~:~ --=-_:_~1-~-~ ~~ t---~:~~:~--= --;~-. ~ ~-~~ -_:_-: :~ . gg~gt- --~:~~~=-~----~ ---. -------· ~~ --1 --. ~:~~~~ -----· -~E ~~~ ~ -~ ----L----fi --+ _ _:_ n1~~ - __ ___ __ ___ _ __ __ _ -~ _ . _ --t_ _Q.()167 Hi--T=~ j _t_-_ ~ -l ~ Hli! -2.43o-· I --1 ----79 _j o.o157 -~;~ •. 1-i -~ :::._ ;~ J=-~ ~igi~ 2.475 1 75 0.0149 ----------------... ----.. ~.Hi~ _ -~---_-i-_ _ ;~ I _ =--=gim __ --....£4~---~----1 ---t--7L_ ------.-·· 0.0141___ ---·--~:gg: ~ -----f---~%------1 --~:~~~~------~:;~~-=r ---f---t--68 ------. --0.0135 - -· i ~!-~ 1 -i ---I ---=~~ -_ 4 = _-: ~m~ -~ ----;:;~: ~----~----~-------f---__ ~~ -L -~:~~~~ -- - -2.601 --_j_ ---1__ - ---59 . __ 0.0117 -- 2.634 1 58 0.0115 =-J:~:~ -r----__ 1 --=--c-=---;~ ~ --___ ~-j-. -~:~~ ~-~ ·-· --- 2.694 _] _____ -__ -t ___ --I ··-55 --+ o.o1o9 _A;::-r_:_ ~ -i . =-=-1-_ J~ =-_ -~~-_---Hm ~:- 2.753 1 51 0.0101 --~ ~:i~~=----~----~ --1_----=-------~~ . ~T-__ ---~K~~~~ -_ 2.806 1 48 ' 0.0095 ·----------------. ~i*~~-= j-_-:--+-= • ·-= 1 -=--~ -1--1~m 2.859 ' 1 43 0.0085 -2.87_Q_ ------- 1 t---42 _:_ 0.00~~-= ~::~~ --1 -~ :~ ~:~~:~- 11/3/2015 9:28 AM 25/26 - Excel Engineering 2.905 2.910 2.917 2.939 2.952 2.958 2.989 2.991 2.992 3.025 3.063 3.066 3.069 3.119 3.133 3.166 3.178 3.184 3.210 3.224 3.231 3.239 3.251 3.264 3.448 3.519 3.663 3.954 4.089 4.253 4.486 4.819 4.929 6.045 6.358 7.893 8.140 12.712 17.664 i I. j - ·-. j I - ! ------------End of Data----------------- 11/3/2015 9:28 AM ---+ - J j - 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 - ! I j - j --- 1 t ----- USGS9217dPostMitigated.txt 00 0~ vi(; <v""' 0 -<.,.f:' ~ c,0 q__0~ 0.0078 0.0076 0.0074 0.0072 0.0070 0.0068 0.0066 0.0064 0.0062 0.0060 ------ 0.0058 0.0056 0.0054 0.0052 0.0050 0.0048 0.0046 0.0044 0.0042 -- ------0.0040 0.0038 0.0036 0.0034 0.0032 0.0030 0.0028 0.0026 ------- 0.0024 0.0022 0.0020 0.0018 0.0016 0.0014 0.0012 0.0010 0.0008 ------- 0.0006 0.0004 0.0002 26/26 Excel Engineering END OF REPORT <( 1-uo 0 z <( STATISTICS ANALYSIS C)F THE SWMM FILES FOR: 14100\GPIP\GP2\SWMM,OUTFALL B 16.01.12 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\GP2\SWMM\Outfall 8_16.01.12\14100-PRE-8.out SWMM file time stamp: 6/30/2015 12:34:18 PM Selected Node to Analyze: Outfall-8 POST-DEVELOPEMENT UN-MITIGATED SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP2\SWMM\Outfall 8_16.01.12\14100-POST-8.out SWMM file time stamp: 6/30/201512:34:59 PM Selected Node to Analyze: Outfall-8 POST-DEVELOPEMENT MITIGATED SWMM FILE SWMM file name: Q:\14\14100\GPIP\GP2\SWMM\Outfall 8_16.01.12\14100-MIT-8.out SWMM file time stamp: 1/12/2016 10:04:53 AM Selected Node to Analyze: Outfall-8 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 (Q10), 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 8_16.01.12\Reports\ \Outfall 8_16.01.12-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 (Qif). 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 (Qif 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 Qlf to Q5 that the post-development peak flow rate exceeded the pre-development flow rates. If any number of points from Qlf to Q5 exceed pre-development values (at all), the study fails. Since there are 2 points that failed (ie more than 0), the unmitigated conditions peak flow requirements have NOT been met. Q:\14\14100\GPIP\GP2\SWMM\Outfall 8_16.01.12\Reports\\Outfall 8_16.01.12-Results.pdf 1/13/2016 1:45:41 PM software version: 1.0.5233.35970 Excel Engineering 2.5 2.0 ~ -~ 1.5 .2 LL ..-:: "' :. 1.0 0.5 0.0 Peak Flow Frequency Curves o o o o o o o o o o o0 o o o • o o o o o o o o o lo o o o • • o o 0 o o o o I o o o o o o o o o o o o o I o o o o o o o . . . . I -Pre Developement -Post Developement Un-Mitigated -Post Developement Mitigated . . . . •••••••••••••••••••••••••••••••• 0. 0. 0 •• 0 0 ••• . . . . -..... 010 (1.828cfs) -..... as (1.722cfs) w--------;. _____ _;_ ____ ~-----_;_---l-.-02 (1.360cfs) -..... Ott (0.1360cfs) 0 10 20 30 40 50 60 Return Period (Years) I I Excel Engineering Compare Post-Developement Curve to Pre-Developement Curve -----------post~lopement SWMM file: Q:I141141001GPIPIGP21SWMM\Outfall 8_16.01.12114100-MIT-B.out post-developement time stamp: 1/12/2016 1 0:04:53-i\IJ---------- ----------- Compared to: ----------------- pre-=-developement SWMM file: 0:114\ 141001GPIPIGP21SWMMIOutlall B _16.01.121 14100-P-RE-B.out pre-develope men! time stamp: _6/:30/2015 12:34:1_fl_PM <'I< ,<;;--0 ,<f' 0~ 0~ .,, ~~ ,<J ~o <(><:-~o" 0 ji 58.00 2.04 -, 29.00 --~ 1.36 ---t --,~ iH~ -n~ - 5 --9.70-! 1.09 -6-8.30 --r---1.09 =-~1~1:0;1~~ __ -_jl !! =t;l5- 4.50 0.94-- 4.10 0.93 14--1 3.90 --~ 15 -3.60--0.90 16 -3.40 -0.89 17 --~ 6.89 _!§_ _____ ,_ 3.10 0.89 19 I 2.90 --0.85- 2201 -----t --2.80 -0.85 2.60 ---0.80 - 22 ' --2.50----0.79 23 2.40 - - --0.78- 2.52 2:13 1.96 1:93- 1.87 1.82 1.82 1.80 t.i!l i.74 1.74 1.71 1.70 1.70 1.66 1.66 1.65- 1:52 1.52 i.50 i .49 1.48 ----1.47 1.47 -)1 - ---- FALSE TRUE TRUE TRUE TRUE TRUE- TRUE TRUE TRUE TRUE TRUE -TRUE TRUE TRUE TRUE -_; ~ ~}-i~ ~t Hi~- 28 . 1.90 . 0.69 1.47 1.47---- 1.41 1.36 1-:32 1.32 TRUE TRUE TRUE TRUE TRUE TRUE- TRUE TRUE TRUE TRUE -TRUE TRUE TRUE TRUE TRUE TRUE 29 1.90 0.64 JI--::~t ~J~ -~:~~ -- 32 1 . 70 -----o.so 33 --1:60--0.57 1/13/2016 1:45 PM -,-,26- 1.23 (23 --120 L---TRUE 1 TRUE 1 TRUE o4'0 -.."' o<xo'j FALSE FALSE- FALSE FALSE FALSE - FALSE FALSE FALSE -FALSE- FALSE -FALSE -FALSE-- FALSE FALSE FALSE FALSE-- FALSE FALSE-- FALSE FALSE FALSE FALSC FALSE-- FALSE FALSE FALSE FALSE-- FALSE FALSE FALSE FALSE -FALSE FALSE FALSE peakFiowPassFaiiMitigated.TXT 0~\0 olo ...... <:; '"' o" 0~ --FALSE ---t1 Pass: Qpo§iAboveFTow Contr()l Upper Limit -FALSE---Pass-Qpost < Qpre FALSE Pass-Qpost < Qpre FALSE---PaSs-Qpost < Opre - FALSE Pass-Opost < Qpre _FALSE --~s-Opost < Opre _-_--- FALSE Pass-Qpost < Qpre FALSE Pass-Qpost < Qpre FALSE :::__:::_ Pass-Qpost ~ Qpre ~-_ FALSE . Pass-Qpost < Qpre f:I\_LSE =-==-~ j Pass-gpost ~ Qpre -_ FALSE Pass-Q ost < Qpre FALSE --Pass-Opost < Opre -- FALSE Pass-Qpost < Qpre --FALSE Pass-Q ost < Qpre FALSE Pass-Qposi < Qpre FALSE Pass~ o ost < Opre FALS-E - ----Pass-Qpost < Qpre - FALSE I Pass-Qpost < Qpre --FALSE 'Pass~ Opost < Qpre EALSE =-~ -_Pass-Qpost ..:_ Qpre- FALSE Pass-Q st < Qpre , FALSE Pass-Qpost < Qpre ---- li FALSE Pass-Opost < Qpre __ _ __ FALSE P~S_S:: Qpost < Qllre FALSE . Pass-Qpost < Qpre 1 FALSE --Pass-QpoSt-;;-Qpre- ---FALSE 'Piss-QpOsi~ Qpre FALSE ; Pass--Qpost < Qpre FALSE I Pass-Qpost < Qpre FALSE 1 Pass~ Opost < Opre FALSE-=-f'_ass-Opos:t;Opre FALSE Pass-Q ost < Qpre FALSE Pass-Q osi < Q re 1/3 Excel Engineering peakFiowPassFaiiMitigated.TXT ,o/. 0 0 ,e ,e o<~.'"' "~ e"" e"" 1.-o<i. o<l. ,<31° ~"' '-<:> <J ,} ,__.., '· ~ ,.,o<> ,.,,e ,....,_o o" ,._.., ~ ~ ~ ~ & ~ _ 3 34 5 _____ ~--- 1 1_6 5 0 0 _ ~o0_:55-31 _ 1 1._2 16 0_ __l_TRRUUEE_ ------FALSE o'i FALSE -l>a_ss:ap()st<C~Jlti-, ---FALSE ~--FALSE--PaSS-QOSt;, Qpre ---~ __ l,§ll -+--Q:48 _ 1.1 L_:::l l TRUE ::_____ FALS~ -~.~ FALSE Pass-Q~ost < Qpre ----:ff'-, 1.40 ' -0.48 1.15 TRUE FALSE FALSE Pass-Qpost < Qpre 38 1 1 40 0.47 1 15 TRUE FALSE FALSE Pass-Qpost < Qpre ~ · -Oo . --QA? --115 --TRUE-__ _:::_ FALSE-__ FAL_SI:_ Pas~Qp()st;:-Qpre-__ ----., ·1 ,:,., 0.«-1~---TRUE _ ___ FALSE __ FALSE ---fuass_.. Qpost <C:lpre_ __ ~ 1~---i :~~--f -%:~ -=-i :}t _----~~~! ----~~~!!-r--{~t!! ---'~i~; g:::: i ~----- 44 j' 1.10_ f 0.39 1.03 TRUE FAL§E FALSE Pass-Q ost < Qpre ~----""T1T +------o37 --1.03 TRUE _ ::__::~FA[~--FAL§.E: _ Pass-Qpost<Opre_- 46 ___ 1_1_0-1------o:Jl> -j 03 ----1-TRUE _ FALSE _ . -_ FALSE _ Pass-Q ost<_ Qpre :~-;-=-~:~g_f_g:~; ---'b:g}--:_J i=~~ -----~~~~----~------}~t~~ --. ~=_~~·g~~~::g_~~~ 49 1 00 0 32 0 97 TRUE FALSE FALSE Pass-Qpost < Qpre _25Q1-t -01..0900 -_oQ_ .. 32_o9 ____ _:_Qo'_-9975 _-_-_ TTRRUUEE_--FALSE - -FALSE-Pass-OJ>ost~-_ __::_~_:_-:-FAi.SE--=--__ -:___EALS_I:_ _.:£_ass_.. -Qpost < g_pre_ ____ _:: _ 52 0.90 0.28 0.95 1 --TRUE FALSE I FALSE :Pass-Q ost < Qpre ------s3 --().9(>--0~ o:95 ,-----TRUE ---FALSE_ -FALSE_-Pass-Qpos!<Qi)re-- 54--+=-0.90 ------o.25 ---6.95-TRUE FALSE --FALSE-Pass-Qpost < Qpre ---- --~ _ Q.80 -~-0 25 _ 0.91 TRUE FALSE FALSE Pass-~~< Qpre 56 0.80 o 24 -0.91 ---TRUE --_ FALSE ~. _FALSE -Pass-Qpost <_ Qpre _ --57 ------0.80 --().23----0.91--TRUE___ FALSE FALSE Pass-Qpost < Qpre . ~~ -~-g.~g --1 _-g:~_; ---~.~~ i=~~ =-= ~~~~g.=--~~~~ -~=~~· g~~~:: g~f~ --- 60 1 0.70 0.21 0.85 TRUE ___ £ALSE __ -~SE 1Pass-_Qpgst < Qpre ____ _ 6t -~ -Q.2T 0-.82 TRUE ____ _ FALSE _ _ _F_I\L?E ~ss-Qpost < qer-e_ -62 ------o:so 1 0.20 -0.82 ---TRUE __ EALg_ -~SE Pass~ O!lo.§! < Qpre 63 ----0.60 --~ f -------o:T9 -0.82_____ TRUE FALSE l __ _FALSE ___£liss-OJJOSI < Qpre ~ , D.50 Q.19 0. 70 -TRUE FALSE ' FALSE 'Pass-Qpost < Qpre 65--' ~-(}.18 -----o.70 i--TR~-FALSE FALSE-Pass-Qposl-;:-apre- ~---~.~~ -~:g -~.~~ i=~~ ~~-t~~ _: t·=~ ~~±~L.::: ~=~~:g~~~::g~;: __ _ -----s8 -------o:4Q --. --0-.16 0.65 --TRUE FALSE FALSE _ Pass-Qpost < ~ 69-0.4()_ T _ 0.15 _ -o:ss ---TRUE--FALSE -FALSE ___ Pass-Qpost<Opre -_-- --70 0.30 0.15 -0.55 --TRUE--FALSE ---FALSE--Pass-Qpost_;,i::jj)re ___ _ 71 0.30 0.14 0.55 TRUE FALSE _ ___ F~SE_ _ :Pass-Qpost :< ~--__ _ i2_____ 0~30---0.13---0.5!) ____ j__ --FALSE-FALSE ___ L _£A_l,SE __ •Pass-Qpost Below Fi2_w Control T_l1reshold ___ ""73 0.30 ----0:12 0.55 _ t' __ FALSE _ ---~LSE:_ _FALSE Pass_.. Qpost Below Flow Control Threshold _ -"'74---------o:3Q ------Q.Ti --0.55 FALSE FALSE FALSE Pass-QJ)ost BelowFiow Control Threshold 7-5--o~--0.10 --0.55 --TAL~ --FALSE -FALSE-Pass-Q ostBelowFiowControiThresfioid __ _ .... --~~~~~~~~77-------------------------------------------------------------------------------------------------------=~----·~ 1/13/2016 1:45 PM 2/3 Excel Engineering I ~~~ --76 0.20 -----77 0.20 -__ --- ---78 ~0.20 -79 -0.20- 80 0.20 81---~-o.2o 82 - -~-~ --62o 83 -------0.1-0 ---84 0.10 ~~ 85 0.10 86 0~ 10 1/13/2016 1:45 PM o.fo o.33 1 0.09 --0.33 1~ 0.08 ---0.33- 0.07 -~ --0.33 I 0.06 0.33 -0.05-0~33--- 0.04-----0.33 --· ~ o.o4 - --~ _lniir1ity--j 0.03 ~Infinity I 0~02 Infinity 0.01 Infinity , .. o<~ <} o<lo /.- FALSE ~FALSE ~~ FALSE -~- -FALSE FALSE FALSE FAL-SE FALSE- FALSE FALSE FALSE peakFiowPassFaiiMitigated.TXT ! , .. I , .. o<~ o<~ o\o ~ ,.., "" ~ " ' '"''"' o<f'"' "-"' ;«~ o'"' - -~ ------~ ~ -------d~ FALSE --FALSE Pass-Qpostf3elow Flow Control Threshold __ FALSE FALSE Pass-Qpost Below Flow Control Thresh~old-__ ~ --FALSE -FALSE Pass-Qpost Below Flow Control Threshold __ ~ FALSE -------FALSE Pass-Qpost Below Flow Control Threshold FALSE FALSE ____ !'_ass-Qpost Below Flow Control Threshold FALSE ~ ~ FALSE ~~: 9J>OSt Below Flow Control Threshold FALSE FALSE--Pass-Qpost Below Flow Control Threshold FAL§_E -~~~~ --~ FALSE--~Qpo~ ~Below Flow C-ontrol Jhreshold ~--FALSE FALSE Pass-Qpost Below Flow Control Thres_l1ol(j FALSE -~ FALSE Pass-Qpost Below Flow Control Threshold FALSE FALSE 'Pass-Qpost Below Flow Control Threshold 3/3 Excel Engineering peakFiowStatisticsPre.txt SWMM.out file name: 0:\ 14\t 41 00\GPI PIGP2\SWMM\Outfall B 16.01.12\141 00-PRE-B.out S'l\{~ time stamp: 6/30/2015 12:34:18 Pf\.1 _____ - 010: 1.828-o5:T722- 02: 1.360 Peak Flow Statistics Ta_t>le Values Rank ---1 -------start ~------E-nci" Date Duration Peak 1 'I 1995/01/0415:oo:oo 1995/01/04 21:oo:o0 7 2.s2 ---2-2003/0212514:00:00-2003/02/2520:00:00-----7 ---2.13 -3---+-1958/o21o319:oo:oo f9s8/o21o4o5:oo:oa____ 11 ---o1~.9~s-- _4_ r 1969102124 oo:oo:oo 1969/0212519:oo:oo --44 -T93 -5---l 2000/10/29 22:00:00 2000/10/29 23:00:00 2 ---r---1.8-i 6 1993/01/13 21:00:00 1993/01/14 04:00:00 8 1.82 7 2005/02118 06:00:00 2005/02/18 22:00:00 17 I 1 82 8 --2004/10/2702:00:00 2004il0/2708:00:00 --7--~ 1:8 --2.50% ------ -9___ 1980/021201-9:00:00 1980/02/21 06:00:00 12 --1.79 ---2.8_1"1. --J4-------w 1958/04/0115:00:00 -1958/04/01 20:00:00-6 --1.74 3.13% 15.8 --1-1 ---1982103/17 11:00:00 1 -1982103!18 03:00:00 -17 - -1 74 -. '«% i 12 1952101/16 08:00:00 1952101/16 15:00:00 8 l 1 71 3 75•;: 4 8 --13 ---1978/01/04 1s:oo:oo --1978/01/04 i7:oo:oo 2---1.7 --4-os·lo -4:s - ~ I -1978/0212819:00:00--1978703701" 07:00:00---. 13------TI ------4 38°/; 4.1 - -15 T~i1/1513:oo:oo 1952111iiS14:oo:oo __ ~--2 ·:_:_--T6s _::.:::::-=-4.69% -=-=-3.9-~ -T~i2119 o2:oo:6o ----197oii2119 22:oo:oo 21 1 1 .ss , 5.ooo;. .3.6 17 1 1979/01/15 13:oo:oo 1979/01/15 13:oo:oo 1 · 1 .ss 5-.3.1% _ i3.4 18 -t= 1998/0210315:00:00 1998/02/03 19:00:00 5 1.52 5.63% 3.2 _1~ _ __ 200S/01/27 oo:oo:oo -2008/01/27 2o:oo:6b ---21 1.52 5.94%---3.1 2Q ------t--1978/02110 02:00:00 --~2110 05:00:00 -----4--1.5---6.25o/.-----=-,2,9 - 21 1983/0212716:00:00 1983/0212716:00:00 i 1.49 6.56% '2.8 22-----+-1980/03/0221:00:00 1980/03/03-10:06:00 --------14 1.48 6.88%---2.6 ------ 23 1965/11/2212:00:00 1965/11/23 03:00:00 16 1.47 2.5 24 ==--1980/0211618:00:00 1980/02/1620:00:06 3 ---i 1:47 2.4 25 1991/121291s:oo:oo 1991/12/3oOO:oo:oo io ~ 2.3 --26 2004/10/2o o9:oo'oo ------;-~4116/20 14:oo:oo ----6 --1:47 2.2 ----v-1998/0212216:00:00 1998/02/2:319:00:00 --.28 ---~ 2.1 28 1983/01/29 00:00:00 1983/01/29 01:00:00 2 1.4 2.1 29 1985/11/11 09:00:00 1985/11/11 11:00:00 3 1.36 2 30 199S/02!1716:oo:oo 1998/02/171S:oo:OO ---------3 1.32 _ ---1-------~~~ ~ ------- 31 _ 1994/0210323:00:00 + -~64 iO:OQ:O_Q_~_ 12 ----1~31 __ i _ 9.69% 1.!)_ ____ _ -~ 1961/1210201:00:00 ' 1961/1210208:00:00 ' 8 -~ 10.00% i1.8 33----1995/03/11 o2·oo:oo -----r--1995/o3T11 23·oo oo ---~ 1.24 fo.31% ---rs ~-1993/01/18 09-00:00 -r _1993/()1/1814:00·oo 6 1.23 ---\----10.63% 1.7 35 1978/01/16 19 00:00 1978/01/16 23:00 00 ------5 1 2 10 94% 1 7 36 --2oo8/o11os o7·oo:oo 2oo81011o7 oo:oo oo --42 · - _ 1:2 _ -+------j_i:2sa;;--:1 :_s_:__ ____ _ ~ ,-1993/0211812:00:00 ' 1993/02/1812:00:00--,--1.17 '1.6 -~~ 1981/03/1920:00:00 -~.-19iJ1/03fi921:00:00 -2 --,:is -1:5 ----~~------------------------------------------------------------------------------------------------------------~~---··· 1/13/2016 1:45 PM 1/7 Excel Engineering Rank Start Date End Date 39 1986/02/1<1.23:.00:00 -.t·---1986/02/15 05:00:00 40 1998/02/14 16:00:00 1998/02/14 18:00:00 -41 ----r -1980!01/28 21:~---1980701/291B:OO:OO ·· -42 , 1991/02/27 18:oo:oo ' 1991/03/01 1o:oo:o6---r-43 ---i 2008702122 02:00:00 . --2608/02)22 08:00:00 44 i' 1986/03/15 22:00:00 1986/03/15 23:00:00 45 1992/02/1217:oo:oo · 1992/02/13 o6:oo:oo 46 - ---1969/62/06 OB:OO:OO --j----1969702106 14:00:00 - . 47 -t-1993/02/08 01:00:00 -i. -.1993/02/08 10:00:00 48 1963/03/17 00:00:06____ ---1963/03/1]02:00:QO __ _ 49 2002/11/0816:00:00 2002/11/0818:00:00 50 2003/02/11 17:00:00 . 2003/02/12 18:00:00 51-i983t10/01 o1:oo:oo-1983/1070fo2:oo:oo 52 ------1977708717 o2:oo:oo--~--1977708117 o3:oo:oo - --53 1960/04/27 08:00:00 1960/04/27 10:00:00 -54-2004/12/3114:00:00--2004/127:3115:00:00 55 . 1963/09/18 18:00:00 1963/09/18 21:00:00 56 1 1972to1t16 21'00:00-: 1972/01/16 22:oo:6o ------1980/02117 22:00:00 I 1980/02/1 9 08:0000 ;~ -1· . -1982/12/2223:00:00____ -1982/12/22 23:00:00 - -~ __ ·---.1993/02/1919:oo:oo ___ 1993/02/192D:Oo:Q.O 60 1 2005/01/11 01:00:00 2005/01/11 04:00:00 61 ' 2005/02/21 03:00:00 2005/02/23 03:00:00 62 2005t04/28 o8:oo:oo------r -2005t04t28 o8:oo:oo ---63 1958/02/19 12:00:00 1958/02/19 14:00:00 -64-1977712129 06:00:00 1977/12729 06:00:00 65--2061t02t1317:oo:oo ~--2oo1to2t14 18:oo:oo 66 2003/03/15 17:00:00 2003/03/16 17:aa:aa 1 . -67-1991/03/27 02:00:00 1991/63727-05:00:00 68----j 1978/01114 19:00:00 1978/01/15 05:00:06 . -( ---69-! 1988t1212421:oo:oo T988t12t242:3:oo:oo --70-198o/o1t1o 23:oo:oo 191lot61/12 08:oo:oo 71 1983/03/01 13:00:00 -1983/03/04 05:00:00 72 2007/01/30 23:00:00 2007/01/30 23:00:00 73 1971/12/24 07:00:00 -197m2124 22:00:00 74 1988/11/25 o8:oo:oo -i _ 1988t111J!5 16:oo:oo-- ----ys--I __ 196Q/Q_1_/1J Q2:QQ;QQ --+-__ 196Q/Q1/12 Q7;QQ:QQ 76 ----rl-1978/09/0518:00:00 . 1978/09/0519:00:00 ---]7 1997/01/1216"00:00 11997/01/13 05:00:00 78 1979/01/06 00 00:00 1979/01/06 05:00:00 79 --1983/01/27 08 00:00 1983/01/27 11:00:00 -·---r so I 1983/12124 18.00:00 1983/12/2510:00:00 -81-- 1 1993to1t15 12:oo:oo - -199:lio1t16 21:oo:oo ~--. 2oosto1to9 o4·oo:oo - -20657o1to9 2Foo:05- 83 I 1952/03/15 20 oo.oo 1952103/16 04:oo:oo 84 ] 1968/03/08 05 00.00 1968/03/08 10:00:00-85 --' T999t61t26 22:oo:oo -~---1999!01/26 22:oo:oo 1/13/2016 1:45 PM Duration 7 :3 22 41 ---7 2 14 7- 10 3 3 26 2 2 3 2 4 2 35 T 2 4 49 T 3 1 --26 25 4 11 3 34 -65 1 -,6 3 6 2 14 6 4 17 -34 18 9 6 T I I peakFiowStatisticsPre.txt Peak Frequency Return Period 1.16 12.19% 1.5 1.1s -r --12.50%. u--------- H~ 1 1 -1;:~~~ =frl__ ;:~; - ' -~~:i~~ 1·~1:_~3 ·--__ -·.-_ -·-· 1.12 14.06% -:rn·-----14.38o/. ,1.3 1.11 --14.69% ·---1.2 --- 1.07 iS.OO% -T2 1.05 15.31% '1.2 1.04 15.63% :1.2 1.03 15.94•1.. -[.1 --1____ -16.25%. 1:1 ----- 0.99 16.56% -1.1 --- o:99 16.88% 1 1.1 -- o.98 17.19% .1.1 0.97 17.50% - -. ---,--- 0.96 17.81% ---:r--0.96----+------=-18.13%_ ~i --------- 0.96 ! 18.44Y.o. __ .1L ~:; 1-i~:~~~ ~9 6.94 c 19.6~o/o.-,0.9 0.94 20.00% ---o:s 0.94-20.31% o:s--- 0.94 20.63% 0.9 0.9-3 20.94o/: --:.&Jl. - - -o.92 -2ns% ~9 -%0.9.991 ~~ :~~~: ~-~o:_~8 ~ - 22.19% 0.9 22.50% ,0.8_ 0.89 ---22.81% :0.8 o.89 23.13% -·· ·o:s 0.88 23:44%----o.s 0.88 .23.75•io --:o.a-- ~~~ _jg~~-~'---.-~ 0.85 24.69% 1?·7 0.85 -25.00% 0.7 o.85 --25.31o/~ · o.7 o.85 25.63% ·aT 0.84 25.94% .Q.7 o.84 ·-26.25%-lo.7 o:S4 26.56% o:t 2/7 Excel Engineering Rank Start Date End Date Duration Peak 86 __ 1973/11/2_223:00:00 -+-_1973/11/2301:0<tQQ__4 __ 3___ 0.83 ~ ----1983/11/2423:00:00 -1983/11/2-4?3:00:00-; ___ 1__ 0.83-- 88 1992/0211513:oo:oo -__ 1992/02115 14:0o:oo _ _ ___ __g ---+-o.83 _ - 90 I 1965/12/10 08:00:00 1965/12/10 09:00:00 -.--2 o:B2 !l1__ 1 ___ _1_1lru>/(J1_/Q!!__g:QQ:()Q_ 1980/01/09 11:oo·oo 6 o 81 -93_ ---t--1962101/20 15:oo:oo -1962/01/20 19.oo-oo -5--------o79 -- -~±_-------' -1967/12/18.1.7:00:00 - -1967/12/1~ 10:00.00 _-__ -_18 ---=-0.79-=- Frequency 26.88% 27.19% 27.50% 27.81% 28.13% - ~------:-+-·j -1995/01/10 20:00:00 1995/01/1214:00:00 43 f 0.83 92 1975/04/08 08:00:00 1975/04/09 00:00 00 t-i7 ---o.a - 95 1991/03/25 06:00:00 -1991/03/25 08:00:00 - - 3 --+ -0.78 -,-------"~ 96 -1959/02111 o9:oo:oo 1959/02/11 11 :oo·oo 3 o 77 1959/12/2412:00:00 1959/12/24 13:00 00 2 0 77 1"966/12/05 02:00:00 1966/12/05 13:00:00 -:-~' --~ -~ 1994/03/2422:00:00 ~03/2501:00:00 ' 4 -0.73 - -1995/01/2609:60:00 --1995701/26 09:00:00 ----t---1-----0.73 101 1995/03/0507:00:00 1 1995/03/05-21:00:00 -i ------15 0~ --102 --+-1990/02/1718:00:00 .. 1990/02/1718:00:00 ---1 __ 1_072 103 1 2001/01/26 16 00:00 2001/01/2616:00•00 1 0 72 ~ 2007/11f30iJB:OO:OO ----2007/11/30 20:00 00 -I 13-----0 71 --32.50% __ 105 _. __ -1 __ ----1-9521-,,,,,,. r "'""""-01 :00:00 _ --1--_ _ (),7 __ 32.81% _ 1 06 . 1954/01/19 16:00:00 1954/01/19 21 :00:00 ---6 0. 7 -33.13% 107 -,-1958/03/16 06:00:00 -1958/03116 10:00:00 ---5 0.7 -33.44%- 108 1967/03/13 20:00:00 1967/03/13 21:00:00 2 0.7 33.75% ---109 ----m-1711/2803:aa:oa --1981/11/2821:0o:ao ---~---19----~--o.7--_~-r 34.06%--- --110 ---1957/0212820:oo:oo t--~7/03/011-o-:oo:oo--:_+---15 ____ 069 --1---~-3_8% 111 1966/02/07 22:00:00 . 1966/02/07 23:00.00 £.7 __ 1 _ 00.6699 __ [33 4 5·_6 00 9 0°;,0 0 -Ti2 ' 1967/01/22 17:00:00 -~--19€17/01/22 23:00:00 " 113 : 1972/11/1611:00:00 . 1972/11/1706:00:00 20 069 3531% --------n4 -t11986/11/18o3:o~-· 1986m7iso4:00:00 ---2 --o69-35 63% 115-2o04/o2126il4:00:0o--~--2004/02/26 o8:oo:oo ---5---o:~ 3594%- --115_--_~-__ :-:2oo5/01/03-Q8:oo:oo ---t-_ 2005-/01/031o:oo:oo-----3 -0:69-36.25% _ _1_1Z_ t 2006/10/1401:00:00---2006/10/1401;00:00 - -f---------o:69 - -36.56% 118 . 1954/02/1319:00:00 1954/02/1321:00:00 --3----068___ 3688% - 119 1957/01/13 04:00:00 1957/01/13 07:00:00 4 _J____ O"SZ_ 3719% --i~-. 1960/02101 23:oo:oo-1960/02102 M:oo:oo---3 0.67 ', _ 37.50% __ -~ -. 1978/02/12 2T:OO:OO--1978/02113 23:00:00 27 D.67 37.81% ---122 • 1965/1 i/16 10:00:00 . -1965/11/1617:00:00 _8 ____ . --0.66 --~: --3-8.13%- ~-; 2001/02/2517:oo:oo --r--20ai/02/2617:0o:oo-__ 2_5 ___ · -0.66 --~4% 124 I 2002/12/20 17:00:00 . 2002/12/20 17:00:00 125 -:---------2Q047i2128 09:00:00 ------2004/12/29 09:00:00 ~ ' 1958/01/25 04:00:00-. -:--1958/01/25 04:00:00 127 . -1967/11/3016:oo:oo-T 1967/11)30~ 128 1982101/01 09:00:00 ---+--1982/01/01 10:00:00 ___ _ 129-1988/04/20 09:00:00--1988/04)21 04:00:00--t--- 130 2003/04/1415:00:00 2003/04/14 20:00:00 I ----,-31 -1963/11/2oo7:oo:oo 1963/11/21 o6:oo:oo __ _ ~-1978/0l/0919:00:00 1978/01/10 18:00:00 6 ~- 24 peakFiowStatisticsPre.txt ----~~--~--------------------------------------------------------------------------------------------------------~~---·~ 1/13/2016 1:45 PM 3/7 Excel Engineering Rank Start Date End Date 133 I 2001/01/11 05:00:00 -~ 2001/01/11 07:00:00 . __11i_ -+-1958/03/21 19:00:00 1958/03/22 05:60:00 -~;~ --t 1980/03/05 23:00:00 1980/03/06 10:00:00 1981/01/29 18:00:00 ... 1 -·1981/01i2919:o-o:oo 137 -•··. 1988/01/17 11:00:00 ··t 1988/01/1711:00:00 138 1998/01/29 17:00:00 I 1998/01/29 17:00:00 .139 2005/01/07 14:00:00 -2oos1o1 lrrf 1 9:oo:oo .. --140--2006/03/11 07:00:00 -1 2006/03/11.07:00:00 14i f976io9/1 o os:oo:oo i97670911o os:oo oo -.142 1977/01/03 04:00:06 1977/01/03 04:00:00 143 1988/12/21 04:00:00 1988/12/21 06:00:00 144 1996/11/21 16:00:00 1996/11/22 02:00:00 145 1987/12/16 18:o(J:oo 1987/12/17 07:0000 146 1992/03/20 23:00:00 1-992/0:3/20 23:00:00 147 1997/01/15 16:00:00 r9977617i 5 Ts:oooo 148 1960/03/01 os :OO:oo 1960/03/01 05:00:00 149 1965/04/08 14:00:00 1965/04/09 00:00:00 150 1956i04H3 i2:oo:o6-i .. 1956/04/13 17:00:00 ill-1957/05/11 01 :00:00 1957/05/11 02:00:00 . . 152-· .. 1985/11/29 07:00:00 t -·1985/11/29.13:00:00 . 153-· 2004/10/18 07:00:00 2004/10/18 07:00:00 154 i9687i212519:00:00 1968712!25 1 e:oo 00 155 1970/12/21 08:00:00 1970/12/21 08:00:00 156 1983/03/24 o3 :oo:-6o 1983/03/24 03:00 00 157 1983704/20 03:00:00 -. 1983/04/26()5:00:00 158 1998/0210717:00:00 -1998io2To8 f?:Oo:oo -·-··-159·-1964/11/17 16:00:00 .. 1964/11/1717:00:00 160 1960/01/1418:00:00 +-·-1960/01/14 20:00:00 16f-1967/11/19 08:00:00 1967/11/1916:00:00 162 i972111Ti414:oo:Oo I 1972/11/14 iS:oo:Oo +---163--1958/01/26 09:00:00 l 1958/01/26 09:00:00 164 1958/04/03 10:00:00-195876470311:00:00 165 1969/01/24 09:00:00 1969/01/25 15:00:00 166 1979/03/19 03:00:00 I 1979/03/20 03:00:00 167 1980/02/14 01 :00:00 198o/o2;1 s o1 :a6:oo 1 ·-·1957/01/29. o7:oo:Oo 168 1957/01/29 00:00:00 --···~---1986/09/25 05:00:00 1986/09/25 05:00:00 ---,70-1991/03/19 00:00:00 1991/03/19 02:00:00 171 1952/03/07 14:00:00 1952/03/08 09:00:00 172---1965/04/03 05:00:00 1965/04/03 05:00:00 i 978/03/30 15:00:00 1978/03/31 05:60:00 1993703/28 02:00:00 1993/03/28 03:00:00 2000/03/05 17:06:00 2000/03/05 17:60:00 20011i 2io9 i 7:oo:oo · 2oo1112io!l 17:oa:oo I_ 1956/01/26 20:00:00 1956/01/27 03:00:00 . 1995/04/18 10:00:00 -1995/04/18 n:oo:oo 2001/04/0717:00:00 2001/04/07 17:00:00 1/13/2016 1:45 PM Duration 3 11 12 -2 -· 1 1 6 1 1 1 3 11 14 1 3 1 11 6 2 7 1 1 1 1 3 25 2 3 9 -2 1 2 31 25 25 8 1 3- 20 1 is 2 1 peakFiowStatisticsPre.txt Peak 0.64 o:63- 0.63 ·· o:s3 -0.63 --- 0.63 0.63 -0.63-- 0.62 0.62 6.62 0.62 0.61 0.61 0.61 0.6 0.6 0.59 . 0.59 ___ _ 0.59 Frequency 41.56% 41.88% 42.19% 42.50% --42.81% ·- 43.13% 43.44% 43:75'!. 44.06o/. 44.38% Return Period 0.4 -OT- 0.4 0.4 ~-------·-··· i0.4 ~~ !0.4 0.4 . 0.4 44.69% 0.4 45.00% 0.4 45.31% '6:4- 45.63% --M·- 45.94% ·-o:;r-· - 46.25% .0.4 46.56% ;0.4 :~ ~~~:--=iit~-------- 47:sa% o.4 -0.59·-.... 47.81%-· Y4--- 0.58 0.58 0.58 0.58 0.58 0.57 0.56 0.56 __ _ o:ss · 0.55 - 6.55 0.55 0.55 0~55 0.54 0~ ·o:53- 4S 1 3•/. . 6.4 48.44% 0.4 48. 75o/. . 0.4 49.06% -·--o:;r---· 49.38% ·-0.4" -. · 49.69% o:4 50.00% 0.4 50.31%--~-- . 50.63% o:4 -50.94·;;-··o:4---·· 51.25% . ·-0.4··- 5156% ·:o:;~ 51.88% *'0.3 52.19% · ·-· y 0 _.3 3 · · 52.50% · · s2.8i% ·· 'o-:-3- 531 3o/. :0.3 0.52 53.44% ,0.3 0.52 .. -53.75% '0:3. 0.52 54.06% ... o:3 0.52 54.38% --·-"'0:3--· 6.52 54.69°/~ 0.3 --· 6.52 55.00% -0.3 . 0.51 55.31% 0.3 . 0.51 -... 55.63°/o 0.3 -0.51 ______ -----55-.9-4-% 0.3 ------------------ 4/7 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date ! Duration Peak Frequency , Return Period 180 1954/11/11 O?_:OO:OO_~, __ _!!j!j4/11/11 02:00:00 ~~~I 1 0.5 56.25% 0.3 -------:r81-1955/01/1816:00:00 1955/01/1818:00:00 _ -3-0.5 ---SS.WJo +(f3--------~----~--_-__ ----- --182 -1985/11/25 o4:oo:oo --+---_1985!11125 04:0o:oo ~ 1 ~~~ ~!; ___ __-_ _ !5~.88% -t~~o."""3 ___ _ 183 1987/10/1210:00:00 I ~ 1987/10/1215:00:00 1 '.1 6 0.5 57.19% ---+0~.3;;--- is4-1973/03/20 o8:oo:oo 1973/03/20 o9:oo:oo ---2 o.49 ----57.5o% 1 o.3 185 1987/02125 01 :00:00 =t-1987/02/25 01:00:00 ! 1 0.49 57.81% 0.3 186 2004/0212207:00:00 2004/02/2221:00:00 t -~ -jl,i!l__ _ _:_ SB.f3%--~0-.3---~ 187 1970/02128 16:00:00 --1970/03/02 03:00:00 --36-0.48 58.44% ~ -~ ~-188 1990/01/17 00:00:00 I~~~ 1990/01/17 02:00:00 ~---~~~ --S~~ -------o:48-~-58.75% ·0.3 ----189 1992112107i5:00:00-~-f992112/0715:00:00 -1-OAB ---59.66% ~-- 190 1952101/17 22:00:00 1952101/18 07:00:00 10 0.47--59.38% 0.3 ~~------- 191 1958/04/07 03:00:00 1958/04/0714:00:00 12 0.47 59.69% 0.3 192 1~982112107 23:00:00 ' --1982112/()~f! 00:00~00 -----2 ------o.47 60.00% ~~~ 193 1993/01/06 05:00:00 ~ ' __ 1993/01/07 02:00:00 I 22 --L~ _Q.1L___ -60.3T% 0.3 194 1969/01/2618:00:00 ---:_ 1969/01/2§_19:00:00 --+--2 ~ 0.46 60.63% 0.3 195--~-1973/02113 oo:oo:oo 1973/02/13 02:00:00 I 3 -+------oA6 ---60.94% -o.3 ~-~ ~~~~;~~~~ ~;:~~:~~ ~~~~;~~;~~ ~~:~~:~~ t k---K~ ~~-~ ~~:~~~: to~~:;c------ 198 ~1952111/3oo1:oo:oo ----1952l11/3oo3:oo:oo -:_ 3 ___ T ___ o45 61.88% aT ___ _ --~-1955/01/1010:00:00 ~/01/10 10:00:00 ' -1-------r----0.45 62.19% 0 3 2oo ' 196771ii2113:oo:oo 1967/11/2113:oo:oo ,---1 · --0.45 1 62.50% --~=---~ ___ ------~---~-c-~ 1951/11/2305:00:00 --1951/11/2305:00:00-1 ~-~~------o.43 1 62.81% 0.3 202 1966/1210619:00:00 1966/12106 20:00:00 i -_2__ l ~-0.43 --~ f33, 13%_ -~---~~~ m~;~~;~~ ~;:~~:~~ ~~~~;~~;~~ ~;:~~:~~ -t-1f ____l_ __ z~~ t~ ~;:;~~: K; ~----------::-_-::: 205 2003/1212518:00:00 2003/12/25 18:00:00 -~~-1 ____Q& I 64.06% -~-~-_____ _ 206 1967/04/11 08:00:00 1967/04/11 10:00:00 ~ 3 0.42 64.38% 0.3 -----~--- ~---- 207 I 1979/11/0718:00:00 1979/11/0718:00:00 1 0.42 -64.69% M~ ------ 2o8 1 1963/02110 2o:oo:oo ~ -1963/o2Ho 2o:oo:oo -~----------o.41 65.oo% ~ ~ 209 -t 19Y3/03i1112:oo:oo ~-1973703711~2o:oO:oo____ 9 ---, ------o:41 r--~--eN --===-=--- 210 1997/01/25 22:00:00 1997/01/26 05:00:00 8---~----r-----~ 0.41 --~+---65.63% 0.3 -~------ 211 ~~~ 1974/12104 o9:oo:oo-~1121o4 o9:oo:oo 1 o:4 ' 65.94% o.3 r---2i2-+ 1979/03/1705:oo:oo -1979/03/1705:0o:oo ~-1----D.4----t 66.25% F-o."""3____ ~--~---~~ 21s I 2002112/1617:oo:oo 2ao2112/16 17:oo:oo , o.4 ss.ss% o.s 1---::0:21~4---T 2007/04/2o 15:oo:oo---~-2007/04/2o 15:oo:oo 1 0.4 ________ 66.88o/~ +o~.~3---~ ------~----~~.~- 215 1951/12129 23:oo:oo---1 --1951/12130 07:00:Q()_ 9 0.39 -67.19% 0.3 216 1 ~ 1969/02120 o4:oo:oo 1969/02120 04:0o:oo -+-___ i ~ : _(U!l___~ 67.50% +>o;c;.3;----- 217 1 1975/04/17 o8:oo:oo -1975/04/17 o8:<io:oo j 1 o.39 I 67.81% o.3 218 -it-1977/01/0519:00:00 -1977/01/06 21:00:00 ___ 2_7 _______ Q39 +--68.13% 0~~ ----~-219---1985/12111 o4:oo:QQ__ ~~!12111 o5:oo:oo 1-2 o.39 I ~ 68.44% o.3 _ ------~ --~ 220 1992101/05 09:00:00 -~ 1992101/05 :!?:<JO:OO --1---~--14 ______ __()dL_~ 1 ~ 68.75% --~-_________ _ 221-1981/03/01 .!! :()Q:OO --f--1981/03/0212:00:00 ' 26 0.38 69.06% 0.3 ____ _ 222 1978/03/1121:00:00 1978/03/1210:00:00 14 --~------~:E-69.380fo g_----:::------- 223 1992101/0719:00:00 -1992101/0722:00:00 ---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% ---~-~ -~---~1976/07/2211:00:00 1976/07/2213:00:00 ~~-~ -3 --~r--0.35--70.31% 0.3 226 2ooo1o212o 17:oo:oo ---2ooo1o212117:oo:oo -~ 1 o.35 --7o.63% aT __ _ --- 1/13/2016 1:45 PM 5/7 Excel Engineering Rank Start Date End Date 227 1957/12/17 05:00:00 1957/12/17 05:00:00 228 ---r 1965/12/29 19:oo:oo __ 1 i965Ji2!29 1s:oo:oo 22s=t 1994/02/17 12:00:00 -i994!627i7ii:OO:oo __ 230 __ ~---1995i01i0719:o<J:oo I 1995!01108 o5:oo:oo 231 ' 1964701/22lf8:00:00 --t 1964/01/22 08:00:00 232 1973/03/0813:00:00 ' 1973/03/08 13:00:00 233 1975Jo3Jo8 o9:oo:oo ----1·----1975J03/08 o9:oa:oo 234 1979/03/28 o9:oo:oo 1979/03/28 09:00:00 ----235-1ss4712T1s22:oo:oa 1984/12119 18:oo:oo ---236-1984712727TS:oa:oo-----1984/12/27 18:oo:oo 237 1992103/2216:00:00 -t 1992103/23 03:00:00 238 1966/1210315:oo:oo I! 1966/12103 16:oo:oo 239 1957/01/0714:oo:oo . 1957/01/o7 17:oo:oo 240 1971/04/1411:00:00 -r-1971/04/1411:00:00 --~ 197aTo3JM14:oo:oo I 197!!/o37o4 15:oo:oo 242 - ---1995/01/24 oo:oo:oo ---T--1995/01/24 oo:oo:oo 243 1996/12111 09:00:00 I 1996/12/11 16:00:00 244--1998/11/08 08:00:00 ' 1998!11/08 OB:OO:OO -~-1954/03/16 22:00:00 1954/03/16 22:00:00 246 1957/10/14 05:00:00 1957/10/14 05:00:00 --~-19s2i6fJo5 a9:60:ll0 1982101/05 1o:oo:oo 248 1983/02126 13:00:00 1983/02/26 13:00:00 249 1997/12106 17:00:00 : 1997/12/06 17:00:00 --250 --1998/01/0917:00:00 --: 1998/01/09 17:00:00 251 1974/03/08 01:00:00 1974/03/08 08:00:00 252 1976/07/08 13:00:00 1976/07/0814:00:00 253 ______ --1996/1210918:00:00 --1996/12109 18:00:00 254 1954/03/22 13:00:00 1954/03/23 10:00:00 - - -255-197o/o3/os oo:oo:oo + 1970/03io5 oo:66:66 256 : 1976/02110 07:00:00 I 1976/02/10 07:00:00 - -~--r 1s7a/a2/os12:oo:oo _ ;___ 1978/02/06 o9:oo:oo 258 -: 1976/07/15 15:oo:oo ' --1976/07/1S15:oo:oo ~--+ 1981/03/05 05:00:00 1981/03/05 06:00:00 260 1982104/01 09:00:00 1982104/01 10:00:00 --261 ! 1983/11/12 19:oo:oo 1983/Hii2 19:0-ti:oo -~~r L ~:~:~~~~~b~:~~:~~--r 1 . =~~6I~~:~~ 264 -t 1978/02108 20:00:00 -1978/02/08 20:00:00 -265··· _--_!998/03/25 !7:00:00. . 1998/03/25 17:00:00 266 1998/03/31 17:00:00 1998/03/31 17:00:00 267---------1977/03/25 o1 :oo:oo f977J63725 o3:00oo 2GB ---1978/0210717:00:00 --I -1978/02/0718:00:00 269 1982/03/14 23:00:00 -! 1982/03/14 23:00:00 --270-1954103125 o2:oo:oo 1954763/25-o2:oo'oo 271 I 1962102108 16:00:00 1962102/08 16:00:00 272 ------195370370122:00:00 1953/03/01 22:00:00 27:3'--1 1965/12116 06:00:00 1965112116 os:oo:oo 1/13/2016 1:45 PM +-I Duration 1 1 1 11 -,--- 1 1 1 -21 - 3 12 2 4 1 2 1 8 1 1 j 2 1 1 1 8 2 1 22 1 1 22 T 2 2 j j 2 3 2 ,-- j 1 1 3 peakFiowStatisticsPre.txt Peak Frequency Return Period (),34 --~-70.94% -0.3 0.34 ----i----71.25% ___ 0.3- 0.34 71.56% 0.3 -0.34 -71.88% --0,3 - 0.33 72.f9% 0.3' ~:~} •• --;~~~~: m ~~:~ • ----- 0.33 73.13·/o--,0.2 0.33 73.44% . 0.2 0.:33 73.75% ~ 0.33 74.06% :0.2 %331 - --;::~~~---_ -r-~ _-_--6.3 --75.00%--0.2 -- --0.3 ---75.3_!'/o--;0.2 - 0.3 75.63% '0.2 0.3 75.94% 0.2 -0.3 ---76.25% :g- --0.29-76.56% -~ -0.29 -76.88% -10.~ 0.29 77.19°/o :0.2 0.29 - -77.50% --'<).2 0.29 77.81% 0.2 0.29 78.13% 0.2 0.28 78.44% 0.2 6.28 78.75% · 0.2 0.28 79.06% '0.2 0.27 -79.38%---j_Qg_ -0.27--79.69% 10.2 ~:~; ---:~:~~~: ---1~:~ -.. --------- -o:2s sO.S3% o.2 0.25 80.94% 0.24 81.25% -0.24 81.56% - ---0.23 81.88% - 0.23 82.19% 0.23 82.50% 0.22 0.22- 0.21 0.21 6.21 0.2 0.2 o~f9- o:19 82.81% -83.13%- 83.44% 83~75oJ. '84.06%- 84.38% -- 84.69% 6/7 Excel Engineering peakFiowStatisticsPre.txt Rank Start Date End Date Duration Peak Frequency :Return Period 274 1976/0210819:00:00 1976/02108 22:00:00 4 0.19 85.63% 10.2 275 t999to2io417:oo:oo 1999/02I0417:oo:oo ----1-o.19 85.94% --to_c:;2-----"' --~--1999/04/1201:00:00 1999/04/12-03:0():0Q ____ -==:_3 ------o:T9--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 , 1994to21o714:oo:oo 1994to21o715:oo:oo 2-·o.ia 86.88% o.i----- 279 I 1998112106 06:00:00 1998/12106 06:00:00 1 0.18 87.19% 0.2 280 200111112417:oo:oo --+ -2<io1/11/2417:oo:oo T------i:i.18 87.50% --+o;;c_~2 _____ _ 1---oo28;:;-:1;--1966102!06 14:oo:oo __ j-1966/02IOG14:oo:oo 1 ___ --:----O:T7 --87.81% 0.2 ---::_-:__-__ ---1 282 1993/02123 20:00:00 -+ 1993/02123 20:00:00 -------1 0.17 . 88.13%_g_ ---- f---283 __ 1994/03/07 o2:oo:oo 1994/03/07 o2:oo:oo ,----------o:16---88.44% 0.2 284 1957/04/2016:00:00 1957/64/2017:00:00 2 ----0.15____ ... 88.75% 0.2 285 I 1957/01126 07:00:00 I 1957/01/26 07:00:00 1 0.13 89.06% ~-----_ ---286 . 1967/0112419:00:00 =r---_ 19§.?~01/2422:00·:-00 _-. __ 4______ 0.13 89.38% 0.2 --------- 287-1 1977to5to9 o2:oo:oo 1977/o5/o9 o2:oo:oo 1 -o-:13 89.69% --+.o~.2::;-------_.1llL __ f__ 1965/0210621:00:00 - -. 1965/0210621:00:00 -1 -0.12 --~·OOoJo _ _,Q.L_ ___ _ ____ _ 289 1 1969/0211814:00:00 -1969/0211814:00:00-----T 0.12 90.31% '0.2 290 I 1969/11107 09:00:00 t--1969/11/07 09:00:00 1 Q_ 1J ------90 63% 0.2 291 1954/01124 11 :00:00 1 1954/01/24 12:00:00 ---_2 ___ ---0.11 90.94% +:0~.2::;--------- 292 1973/021f5 11:00:00 l 1973/02115 11:00:00 _1_ 011 ----9125% 0.2 -293 1966/1110715.oo:oo 1 1966/11/0716:oo.oo 2 o.1 ~1,56% __:::_R=-::------~~-- 294 1975/03/10 22:00:00 + 1975/03/10 23:00:00 :..-=---=-=:.. 2 :-_0:_1__ 91.88% --~ 295 1952101/13 o7 oo:oo 1952101/13 08:oo:oo f 2 -o.o9 92.19% ,o.2 296 1952104/10 16 00:00 1952104/10 18:00.00 3 0.09 92.50% '0.2 1--~29~7,_ I 1972101118 23 00:00 ~Oi/19 03:00·00 5 ----0.69 ------s2.8f% iQ.2 -------- 298 1982I01/2oo6.oo:oo -19821o1J2oo6:o0.00 --_-:=-_T _ o.o9 93.13% o.2 -------- --299--2000/02113 17:00:00 2000/02113 17:00 00 1 ------o:o9 -~-= ~ __ :__:__~-::_---: ----- ----3oo-2oo5102111 23:oo:oo 2oo51o2111 23:oo:oo ,------o:os· 93.75% o.2 '"" 301 1_966/01130 18:00:0() 1966/01/30 18:00:00 ~--0.08 94.06% .. .. 0.2 302 2006/01/0213:00:00 2006/01/0213:00:00 ----0.08 ___ 94.38% 0.2 -303---. 1962102121 06:00:00 1962102121 06:00:00 -------0.07 -94.69% -&~ 304 1959/0211619:00:00 1959/02i1619:00:00 j-1 -----0.06--~ 0.2 ------1--3~0~5 1962103/19 oo:oo:oo 1962103/19 oo:oo:oo 1 ifos 95.31% :o:2_________ --- "'" 366-1993111130 04:00:00 1993/11/30 04:00:00 1-----0.00 95.63% 02-------·· ~-1994/03/2006:00:00 1994/03/2006:00:00 1 _Q:.<>§._ __ f---95.94% --~--- 308 1960/11/05 2o:oo:oo 1960ii1J05 2o:oo:gg__r------ 1 _ ---o.o5 96.25% o.2 1---~3~0~9-1993/06/0513:00:00 1993/06/0513:00:00 1 0.05 96.56% 0.2 ..... 310 1975/11/2816:00:00 1975111/2816:0():00 ___ :_ _ _:_,__----0.64 96.88% 0,2---------------- . -~-1993/01/31 00:00:00 1993/01/31 00:00:00 1 0.04 97.-19% 0.2 --------- 312 1976/02107 09:00:00 1976/02/07 09:00:00 1 0.03 97.50% 0.2 r---3i3 1985/0210911:00:00--1985/02/0912:00:00 2------6.()3 97.81% ::00,.~2 _______ _ ~-31~-I 1987/1210421:oo:oo 1987/12/o421:oo:oo ----1--~--: __ o.o2~ _98.13% __ &-~ 315 1954/03/3004:00:00 j' 1954/03/3()04:00:00 --- 1 ' 0.01 98._44% __ g ____ _ f----3Tif 1958/0212508:00:00 -+-1958/02/2508:60:00--r---1---0.01 98.75% 0.2 317 1961/11/25 19:oo:oo --19-sii11/2s 2o:oo:oo 2---~---o.o1 --99.06% rr-·-------- 318 _ 1991/01/0914:00:00 1991/01/09 14:00:00 1--1 1 0.01 _ 99.38% 0.2 ~§_ -:--_!996/02101 08:oo:oo 1996/0210! oB:OO:OO---1 _ __J_:_=o.Jl1 99.69%---r--·o:.:.:.2::__ ___ _ -End of Data-----------------__ j ----- ----~~~~~~~~------------------------------------------------------------------------------------------------~~---·· 1/13/2016 1:45PM 7/7 Excel Engineering SWMM.out file name: 0:\14\14100\GPIP\GP2\SWMM\Outfall 8_16.01.12114100-MIT-B.out SW~M.out tin1El stamp: 1_112/2016 1 0:04:5:! JI.M 010: 1.098 os:o.976 -- 02: 0.700-- P9ak Flow StatistiCs Table Values Rank Start Date 1 1995/01/03 07:00:00 2-2003/02125 05:00:00 3 1958/02103 05:00:00 --4 1969/02123 20:00:00 -- 5 2004/t0/27 02:00:00 6 2000/10/29 21 :00:00 7 2005/02118 04:00:00 8 -----1978/02127 06:00:00 --9--f980/03/02 26:00:00 10 -1980/02it312:00:00 ----- 11 ---t993ti:!1ti2 t9:oo:oo-',_ -± '""'"" ""'"' 13 1952/01/16 08:00:00 t4 ---1978/02/0511:00:00 15 ----1978/01/0318:00:00 16 --' --1970/12116 23:00:00 17 1952111/14 15:00:00 18 1958/04/01 07:00:00 19 I -1979/01/1419:00:00---- 20 r --1980/01/27 23:00:00 -21 --r 2008/02/20 10:00:00 22 --1998/02/03 07:00:00 - 23 ! 1991/02127 19:00:00 24--1965/11/22 64:00:00 -- 25 ---1985/11111 05:00:00-_26 ___ 1991/12129 16:00:00 --27 --1983/02126 o7:oo:oo - -: 28 2004/10/17 06:00:00 -i 29 ' 1998/02122 06:00:00 _______ _J_ 30 ! 2008/01/2701:00:00-----31-t977to8tt6 16:oo:oo-.-32 ------1983/01/29 00:00:00 33 --1993/02Jt812:00:00 - I 34 I 1998/02116 08:00:00 35 --19il6f02/t4 23:00:00 --36 -1 1994/0210:3 21 :00:00-37-1963/03/16 23:00:00 38 -T96tii 2101 2o:oo:oo 1/13/2016 1:45 PM End Date Duration 1995/01/05 05:00:00 47 2003/02/2802:00:00 io f 958/02/0419:00:00 -39 1969/02/26 02:00:00 55 2oo411 o128 t3:oo:oo -36 2000/10/31 03:00:00 31 2005/02/19 13:00:00 34 1978/03765 06:00:00 145 1980/03/03 20:00:00 25 1980/02/21 Ti:OO:OO 192 1993/0ttta 22:0o:oo 148 1982103/19 02:00:00 47 1952101/1619:00:00 12 -t978to2tt4 o3:oo:oo--209 --1978/01/06 21:00:00-76 --1970/12/20 02:00:00 76 1952/11/1614:00:00 48 1958/04/04 12:00:00 78 t979/0t/t6 06:o6:oo 36 t980tot i3o 2o:oo:oo -7o 2008/02/22 16:00:00 55 1998/02/04 21:00:00 -39 1991/03/01 16:00:00 46 t965Tf t/23 09 :oo :oo 30 1985/11712 12:00:00 32 1991/12130 07:00:00--t6 1983/03/05 05:00:00 167 2004/1 0/20 23:00:00 90 1998/02/25 02:00:00 69 2008/01/28 01:00:00 25 t977to8tt8 o4:oo:oa 3i 1983/0t/29 15:00:00 16 1993/02/20 16:00:00 53 1998/02/18 04:00:00 45 1986/02/15 13:00:00 15 t994/02to5 04:oo:oo :32 1963/03/17 17:00:00 19 --1961/12/03 06:00:00-35 peakFiowStatisticsPostMitigated.txt Peak Frequency -r;:tumPimocJ __ 2.04 0.10% 1.36-0.21% ___ ,29 T.2 0.31% [t!l:-3---== -fi7 --0.42°/o '14.5 1.14 0.52% --11.6-- 1.09 0.63% 9.7 1.09 0.73% 1~: --1.06 o:S4% t.oT 0.94% 6.4 ----,----1.05%-5.8 j -u5% 5.3 - 0.96 1.26% 4.8 0.94 136°/~ -~-~ 0.93 1.47% '4.1 0.91 1.57% 3.9 0.9 1.68% -3.6-- 0.89 1.78% 3.4 0.89 1.88% 3.2 0.89-1.99% 3.1 0.85 2.09% 2.9-- 0.85-2.20%----2.8 0:8 ---23oo;; 2.6 0.79 2.41% 2.5 6.78 -----2.4 2.51% 0.78 ----f--- 2.62% ___ 21. __ 0.78-2.72% \2"2 0.71' 2.83%--:2.1 0.71 2.93% #-~ 0.7 3.04% o-:-69 3.14%-.9 0.64 3.25% bJ! 6.62 3.35%-11.8 0:62 3.46% [t.8 0.62 3.56% ,1.7---0.6 3:66% '1.7 0.57 3.77% 't.6 0.53 3.87% -1.6 0.51 3.98<>;;---~- 1/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank 39 40 Start Date End Date I Duration I Peak Frequency I Return Period ~~~~;~~;~~ ~~:~~:~~ -,---~~~~;~~;~6 ~~:~~:~~ ···1-----lt-----·t·· -~·~~ ---j-::~~~----~.~ 11 ~~~~~t~---~--=;~~;>;=-:---~; -==---~·:t --t-::~~~: 1 ~:1- 43 2005/04/28 08:00:00 2005/04/28 14:00:00 I -7 0.47 ---T 4.50% -1:3 45 1998/02114 07:00:00. 1998/02/15 04:00:00 22 0 46 ~ ---4.71% 1.3 -· ----- ------44 1986/03/1522:00:00 1!,186/.03/17 06:00:00 ·~---~:3 ,. 0.46 . 4.61% 1.3 46 2008/01/05 03:00:00 -. 2008/01/07 09:00:00 ------55 a"4s r·. . 4.82% 1.3 ----:: ---L -~~:~~~~~~~:~~:~~ nn~~~~;~----¥a~--n n ():45 n m 4.92% 11.2 nn --------- " I ,,,.,.,, ,, .. ,.. ,,,., ,,.,,., ---" ~--g-:: ---i:~ r-------- 5Q • 2QQ7/Q1/3Q 13:QQ:QQ 2007/01/31 Q8:QQ:QO ' 20 0.4 I 5.24% 1.2 -51 1978/09/0517:00:00 1978/09/0S1S:o0:00···-·1·· --24. -.. -·.1' -0.39 -_ S-34°1. -01'.";'-1 ------------- 52 1979/01/05 o8:oo:oo 1979/01/os18:oo:oo 35 o.37 ' 5.45% 1.1 -- 5534 -.. -1965704727-04:00:00 ___ .) 1960/04/2716:00:00. 13 - -0.36 --5.55% -11.1 -----=-----=--~- 1969702106 08:00:00 L 1969/02106 22:00:00 15-- ---0.36 5.65% 1.1 55 1963/09/1705:00:00 1963/09/1903:00:00 47 035 5.76% 1.1 l--~5~6:--+---i-2~oo~210i.1S1"i/o"'8-"1"0-1~:o*o:'*o*"o--2oo2111/0921:oo:oo ---35 o.33 ---586% -~---· --l---~57:o--+--2001/01/26 12:00:00 -. 26oi701/27 20:00:00 ·-r· ---33 o.32 5 97% 1 -----------t---:5~8;----+---o;2~00~3:-c/0~21~1'"0"1-:1-o;2"':o~o:COOO~-2oo3Jo2/14 o2:oo:oo ----·s3 · 6.32 -6.07% 1 ------------ -~~-~~~~~~; ~~:~~:~~ ---+-~~~~;~~;~~ ~;:~~~~~----.~~ ·-. -~-l ---~~:F-.-==---~~----~:~;.-·1 - ------- 61 2QQ5/Q2121 Q3:QO:QQ 2005/02123 1 Q:OQ:QQ I 56 J 0.3 6.39% I 1 62 1972io1/f619:oo:oo ---19721o1t1711:oo:oo · w----~----o.29 ----6.49% lo-.9 ----------- 1--.---:~~!~---.. -+-l--::-~~~~~~~;~~~~~-o;:-:~"':"':~~~:co~~~-~~;~~;~~ ~~~~ i _-~~ ·_-_ _'_ __ -~.~~ __ j_ ~.~~~: ~&~ ------_-_ --_--:------ 1--65 1988/11/240o:oo:oo --1988/11/2516:oo·oo ~--41 -o.2? 6.81% --o.9 ---- 66 1971/1212407:00:00 _1 ____ 1971/1212601:00:00 ---~----i 0.2~-_16.91% 10~!,1 67 1978/01/14 15:00:00 1978/01/15 09.00.00 19 0.25 7.02% 0.9 ss 19a87i212420:00:60 - 1 -1988/12125 o5:oo:oo 1o --a 25----7.12% -;o.g 1---69 2004/12128 o7:oo:oo t 2004/12/30 13:oo:oo ----55 6 25 -7.23% ---o.s---------- ;~ ~~~;;~~~i ~~:~~:~~ -_--~:~~~~~ ~!:~~:~~ -+1 =-~ ~:l ; :~-l:! --------- 72 2003/03/1511:00:00 2003/03/17 02:00:00 40 0.24 - 7 54% 0.8 --------- 73 2005/01/07 07:00:00 2005/01/111!;()0.00_---l 101 0.24 7 64% 0.8 -74--1952103/1519:00:00 1952103/16 21:00:00 . 27 0.23 -7.75% -1M-------- 1-r---__ --_--:7~5_-_-__,..-1962101/2012:00:00 1962101/23 00:00:00 . 61 0.23 7.85% 0.8 ----- 76 .1965/12109 oa:OO:oo .. 1965/12110 14:00:00 f 31 -0.23 ! 7.96% -jo~iJ ---------- 77 I 1966/12103 os:oo:oo 1966/12107 o2:oo·oo 94 o.23 I 8.06% '0.8 r-----j~ --~--~==:-~~~;;~~;}~~~-_ __:_~_ ·-~.~; ·1~~~:---~-------------- ---80-----1 2006/10/14 00:00:00 2006/10/14 07:00:00 ---8--0.23 tj -~-.0.7 -----l---:8~1--t--'Oc19~7"'7c.:;/1~21',;;2ci;8~0~2:coaa"':~OO 1977/12/30 os:oo:oo --53 o 0 -.. 2 2 2 2 ~--=--_ 8.48% D.7 _____ _ ~~ ~~=~;~~;~; ~= +-l . ~~~~;~~;~; ~~:~~.:~~ L_ . ~6 0.22 ·~--~.~~;: ~~:; ~----~8~4_. -___ _.19~9~0~/0~2117 09:00:00 -1990702119 a2:ao:ao I -42 -0.22 8.80%--.-a_-7 ____ · 8s 1954/02113 is:ao:oo -1954/02114 18:oo:oo 28 o-:2,-----8.9o% io.7 ------ ,,.. .. --~~~~~~~~--------------------------------------------------------------------------------------------~------· 1/13/2016 1:45 PM 2/21 Excel Engineering pea kF lowStati sticsPostM itigated. txt Rank Start Date End Date Duration Peak Frequency 86 1965i11i1419:oo:oo 1965i11i1819:oo:oo 97 I _o~1 j _9.ot% __ _ ----87--~-1973/03/2008:00:00 1973/03/2015:00:00 8 l 021 911°1. ----~-1973/11/2223:00:00 -----1973/11/23oa:oo:oo-10 ----· -----0:21 ----r----9:21·1:- 89 199210211513:60:oo 1992!62ii615:6o:oo 27 ---_t:::::-=o.21 -=-~-=~==~932%~- 9o 1997/01/1214:oo:oo i997io1/14 64:oo:oo -39--I 0.21 1 9.42% 91 2004/02126 00:00:00 2004/02/27 12:00:00 37 . 0.21 9.53% 92 1957/05/1 i 00:00:00-1957/05/1113:00:00-14 0.2 9.63·7. 93 1959/02111 ()13:00:00 . 1959/02112 o9:oo:oo 26 6.2 9.74% 94 19s9H2124 o8:oo:oo - r 19597f2i242o:oo:oo 13 o.2 9.s4"7o 95 1960/01112 o2:oo:oo T----19607617i211 :oo:oo - 1 o o.2 9.95% -----96-----1960/0210119:00:00 f 1960/02/0207:00:00 --1 13 0.2 10.05% ____ _ 97 1967/01/22 16:00:00 ' 1967/01/23 06:00:00 j 15 0.2 10.16% ------gs-----~---1967/03/1310:00:00 1967/03/1410:00:00 --' 25 0.2 10.26% 99 1968/1212517:00:00 ___ t--1968/12/2614:00:00 -~------22 --0.2----10.37%- ioo 1975/04/06 oo:06:oo j 1 19i5i04io9 i2:oo:oo 85 -0.2 - ----10.47%- 16'1 1995/01/1o14:oo:oo 199-5701712 23:oo:oo -sa o.2 10.58% ---110032 ------+-----1995/03/0311:00:00 r! 1995/03/0608:00:00 __ j __ -70 0.2 ___co10~.6:28~0/.o_o __ ---I"C~ 1999/01/25 05:00:00 -----1999/01/27 08:00:00 I 52 -0.2 10.79% 104 -2007/11i:3():o?·oo:oo _1 2oa7/12/0-1 04:00:00 22 ---o.2 ----10.89% - 105 1957/0212817 00:00 1957/03/0115:00:00 23 0.19 10.99% 1o6 ----1958/01/25o3oo:oo -1958io1/27os:oo:oo 52---D.T9 11.1o% 107 . 1958/03715 15•00:00 1958/03)16 15:00:00 25 ill --"11.20% 108 t 1981/11/262100:00 1981/11/2905:00:00 57 0.19 11.31% --159--1983/01/270800:00 --1983i01/2717:oo:o6 -Til O.T9 -11.41% __ _ 110 _ 1985/11/29o6.oo:oo -1985/11/29 is:O!Foo -TI -D.i9 11.52% 111 1988/1212023.00:00 19S8it2i211i:OO:OO -13------0.19--11.62% i12 1992103/2018:00:00 1992103/2318:00:00 73 - ------o.,-g-----11.73% 113 1996/11/2116:00:00 1996/11/2210:00:00 19 0.19 11.83% -------,;r--2001/01/10 2o:oo:oo 2001101/1215:00:00 44 0.19 1T94% -115---r 1952112102 01:00:00 1952112/02 06:00:00 6 -Q.is 12.04% 116 1957/01/13 o3:oo:oo 1957i01i1313:oo:oo IT ---ill----12.15% --- 117 1963/11/2002:00:00 1963/11/2110:00:00 -3:3---Q.iS --12.25% 118 -, 1967/11/3016:00:00 1967/11/3021:00:00 6 0.18 12.3S0/o 119 i 1976/09/10 00:00:00 1976/09/11 09:00:00 34 0.18 12.46% --120 _:_l_ 1979/11/0719:00:00 1979/11/0808:00:00 14 0.18 12.57";. 121 I 1988/04/20 00:00:00 1988/04/2314:00:00 87 0.18 12.67% ~122 ___ 1r-199s1o1;23 23:oo:oo 1995/o1;26U:oo:oo --64 , ---D.TB------12.77% - 123 2002112120 o8:oo:oo 2002112/22o1:oO:oo --42 ---+ - - -0.18 -12.88% -- 124 2005/01/03 06:00:00 2005/01/05 00:00:00 43 0.18 12.98% -125---' -1954/11/10 23:oo:oo 1954711112 fFoo:oo -37 ----0.17 -13.09% ----------- 126 1958/03/2018:00:00 1958i03/2214:00:00 45 ----Q.il---~---13.19%-0.5------------- 127 . 1960/01/1417:00:00 19S0/01/151i:OO:OO 19---0.17 ---13.30% ·a:s· -------"'128 _____ 1964/11/1713:00:00 1964/11/1722:00:00 10 0.17 13.40%--__ 0,5 ______ _ 129 f966io21o611:oo:oo 1966/02/o8o4:oo:oo 42 o.11 13.51% ·o.-4 130 j' 1972111/1609:00:00 1972111/1716:00:00 32 0.17 13.61% 10.4 -~;~ --, ~;~ 66:~~:~~ ~;~;~~~~ ~~:~~:~~ -~; ~:g ~;:~~~ --·~::----------- 1/13/2016 1:45 PM 3/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank ! S1art Date End Date , Duration Peak Frequency ! Return Period 133 +---1987/1211612:00:00 1987/12/1713:00:00 1 26 0.17 _;_ 13.93% --~-------- 134 u -~--1991703719 01:00:00 1991/03/21 13:00:00 -61 -6:11 =~t' -_-14.63% 0.4 ---- --135 I 2001/0212508:00:00 2001/02/2823:00:00 _ _-s 4 s 1 _ 0.17 _i~-14% -=--~-- 136 . 2oo41o21211s:oo:oo ___ -+ --2oo4/02/231o:oo:oo o-.--17--- _ 14.24% __ ~---___ -_~-"' '""''"' "'"'""' ' """''"" "'"'"' 1 "-.,.----! "'" ... 138 ' 1956/04/1221:00:00 _I_ 1956/04/1321:00:00 5 016 ' 14.45% 0.4 _________ _ _ ias-I 1960/0212s1s:oo:oo _196o/o3/0111:oo:oo __g_=--_ o16 j 14.ss% o.4 _______ _ 140 ___ 1_ 1967/11/1908:00:00 1967/11/2007:00:00 4 016 14.66% 0.4 [--_c14"1'--1969/01/24 08:00:00 1969/01/26 23:00:00 -4 -----------o.TS -14.76% 6.4 ---------1--~14~2'" ____ 1 1970/0212B14:oo:oo-__ 1970/03i6268:oo:oo--3 -0.16 I 14.87% o:4 __ _:_-___ _ 143 197211-1/1414:00:00 1972111/1420:00:00 [ ---7---~ 14.97% 0.4 144 1977/01/02 22:00:00 -j 1977/01/03 09:00:00 -___1_g___ ~--l -15.08% 0.4 145 ~ 1978/01/0915:00:00 1978/01/11 03:00:00 __ __J__ ___ 37 0.16 ' 15.18% 0.4 146 _ 1979/03/17 03:00:00 -_1979/03/1712:00:00 : ____ 1_0___ Q.1_L_-=-r--15.2907. o.4 ------__________ _ 147 ' 1980/03/0523:00:00 -+--19·8-0/03/0616:00:00 _1_1!__ __()._1_§__t' 15.39% 0.4 ----------148 --1 1981/01728 06:00:00 1981/01/3015:00:00 1 sa 0.16 15.50% .0.4 149 i 1981/12130 07:00:00 ___J_ __ _1_982101/0213:00:00 t 7J_ 0.16 ----15.60% _.!.Q.!__ _____ _ 1so -1982112107 22:oo:o0 +-1982112/0B os:oo:oo _a --o.16 15:710;~ ,o.4 ---~-=~ 1sf-1 19BS/11/241S:oo:oo 19BS/11/2519:0o:oo 1 29 __ o-16___ 15.81% ____ ~--- f-152 r 1987/Hl/1111:00:00 c 1-987/10/1300:00:00 38__ o.f6---,t. 15.92% --~--------- -153 -~171704:00:00 1988/01/1801:00:00 -----22 0.1_§=-= -1~02% -~-------- -154 -1992112107 os·oo:oo 1992112/0B os:oo:oo ---22--o.16 1613% o 4 -------- 155 1997/01/1515 oo·oo 1997/01/15 22:oo:oo , a o 16 t_' 16 23•;. o 4 --""""""156-2006/03/10 16.00:-@ ' --2006/03/1119:00 00 -=t -:-28 --=-c----=~ _Q_16 --1_6_ 3~;. i-1 ------=--=-=-:----- f----___1§Z --F--2007/04/2Q ~.00:00 -----+----2007/04/20 20:00.00 - - 7 0 16 16 44% 0.4 158 1952111/3001:00:00 1952111/3009:00.00 9 -0.{5-=-= 16.54o/~ 10.4 - --------- -159-1956/01/2516.00:00 ~ 1956/01/2711:00:00 44 015 16.65% 0.4 _ 160 fi1957/01/2802·00:00 _ 1957/01/2923:00·00 46__ 01_§___ 1675% ---M---_________ _ 161 1958/04/0618:00:00 1958/04/0719:00 00 -"""26 0 15 16 86% 0.4 162" 1965/04/07 04:00:00 -1965/04/10 03:00 00 __ 7_2_ "()i"S-16 96% 0.4 -------- 163 -1970/12121 04:00:00 197071272207:00.00 28 ----------o.TS --17.07%--i0.4 ------- 164 , 1973/02111 o7:oo:oo 1973102/13 o1:oo:oo 49 --1 ------a~----17.17% ---:o.4 - l--1'"'6"'"s -I 1974/12104 o7:oo:oo 1974/12/04 16:oo:oo w--1 0.15 -----i7.2!W. -joA----------- I---~1-cc66=--1 __ 1979/03/18 22:00:00 1979/03/21 10:00:00 61 I 0.15 _ __ 17.38% ·o.3 167 + 1983/03/24 03:00:00 ' 1983/03/25 g:()():Q()__ ____ 34 . 0.15 17.49% r:·0.3 --------- --1§8 ---1 1983/04/2004:00:00 1983/04/2114:00:00 _ _:l§__t __ .. 0._1_§_ ___ 1-17.59% -(jj ---~~~ l ~~~~;~~~~ ~~:~~:~~ --,~--~~~~~~;~~~~:~~:~~ :6 ----%.~ -~~:~~~ --~~~ 171 2001/04/0715:00:00 2001/04/08 01:00:00 I 11 0.15 17.91% 0.3 112 1 1ss1112129 o4:oo:oo -t 1 • 1951/12/30 11:oo:oo ---------:38----~-1s.o1% 'o.3 _ -----_----==::::_= 173 1952103/07 07:oo:oo ---1952103/08 14:0o:oo ---32--· 0:-14--r--18.12% 0.3 174 1954/03/16 22:00:00 1954/03/17 23:00:00 ~------~ __ __Q._1_!_ --r-----18:22•/o -r:-3 . -----=-:::-__:____::____ 175 -· 1965/04/03 06:00:00 1965/04/05 01:00:00 44 0.14 18.32% 0.3 ---~-1965/1212918:00:00 1965/1213000:00:00 --7 0.14-18.43% ___ 0.3 - ---------- 177 1975/03/08 07:00:00 1975/03/09 01:00:00 19 0.14 18.53% 0.3 r-------,-yg--1976/02104 06:oo:oo __ 1976/02/10 1s:oo:oo 154 _ ------o.i4 _ -~ o.3 -.. ------- 179 1985/12111 03:oo:oo 1985/12/1113:00:00 --11-o14 -18.74% 0.3 '""' 1/13/2016 1:45 PM 4/21 Excel Engineering Rank Start Date ISO 1.99 .. 5/04/.1S. 10:00:00 ·. t' tsi-t99Stott29 t7:oo:oo 182-2000/03/04 1S:OO:OO - -1S3 -200i7i2to9 iO:OO:OO--, - End Date 1995/04/1S 20:00:00 ---1998761/29 22:00:00 2000/03/0S 21:00:00 '2601/12i10 04:00:00 -2oo3t12t25 23:oo:oo 1955/01/11 03:00:00 1963/02/11 '11:00:66 1967/04/11 20:00:00 1976712701 04:00:66 19S1/03/03 o5:oo:6o 19S7/02126 02:00:()6 1990/01/17 10:00:00 is4 2003/12124 23:00:00 • 1S5 1955/01/10 04:00:00 ----186 1963/02109 16:00:00 1S7 1967/04/11 OS:OO:OO - iss 1970/11/2S 21 :oo:oo is9 19S1/0212S 12:00:00 '196 i9S7/02123 15:00:00 191 1990/01/17 00:00:00 192 1993/03/2S 02:00:00 ---199376372s OS :00:00 . - -193 1993/11/30 04:oo:oo ---194--1994i02117 09:00:00 195 - -1998/t itoa o7:oo:oo--- 1993/11/3015:00:00 1994/02/19 04:00:00 -199S/11l0B17:00:00 2002/12/17 20:00:00 196 2002112116 14:00:00 197 ------2003704/14 06:00:00 19S t--.19§1/11/22 23:00:00 199 1952101/17 20:00:00 -200 ---'195570it1Si5:00:00 201 1967/11/21 13:00:00 202 1969/0211S 07:00:00 263 1971/04/14 11:00:00 2o4 --197sto7t22 11 :oa:oo 265 1977/03/24 22:00:00 2os i 9S6/03/1 o os:oo:oo 207 1993/01/06 01:00:00 20S 1997/01/25 19:00:00 '269 1997/12/06 14:00:00 210 199stost12 11:oo:oo 211 1953/03/01 02:00:00 212 1965/02/05 23:00:00 213 1973/02115 12:00:00 214 1973/03/11 05:00:00 -___ lli _____ 1975704ti7 06:00:00 21s I 197sto7tos1o:oo:oo --217---~---1978io3i1i 1s:oo:oo 21S 19S1/03/05 02:00:00 219 1992/01/05 09:00:00 220 -2000/02120 1 0:00:00 - -221 2001/11/24 15:00:00 222 1957/12/15 os:oo:oo 223 1959/02/21 10:00:00 224 1962/03/tS 17:00:00 225 1964/01/21 07:00:00 -226 -1966/11/0713:00:00 1/13/2016 1:45 PM -2063/04!15 20:00:00- 1 , .. -'T951711!23 09:60:00 1952to1t1s1T6o:oo - --1955/01719 10:00:00 1967/11/22 06:06:00 1969/02/20 09 :oo :00 ---1971to47141s:oo:oo --'1976/07/22 1S:OO:OO i 977/03/25-is:oo:oo 19S6/03/11 0-7:00:00 1993/01/09 OS:OO:OO --1997/01/27 69:00:00 i 997/12/07 23:00:00 19987657f 3 20:00:00 - 1953/03/02 04:00:66 --1965/02/07 02 :oo :00 1973/02/15 17:00:00 1973/03/12 i 2:00:00 ----1975/04/17' 13:00:00 --1976/07/0S19:60:00' "'1978/03/12 15:00:00 19S1/03/06 00:00:00 1992/01/0S13'66:00 2000/02124 20:60:00 2oo11t1t25 o4:oo:oo 1957/12117 10:00:00 1959/02/22 03:00:00 1962/03/19 07:00:00 1964/01/22 20:00:00 1966/11/0BOO:OO:OO Duration 11 6 ioo 19 25 24 44 fj 56 66 60 11 7 12 44 n 31 39 11 fs 20 1S 51 6 s 21 26 so 39 - 34 2S 27 2S 6 32 8 10 22 23 71 107 14 50 18 15 38 f2 peakFiowStatisticsPostMitigated.txt Peak Frequency Return Period 0.14 18.S5% -~ 0.14 1S.95% 0.3 -0.14 --------19.os% ___ --~o.s--------- 0.14 19.16% 1o.3 -Q.14---19.27% --i.3 . -- 0.13 _____ _J_ 19.3_]!o__ ___ 0.3 -- ~~~--=--.+---i!_ii~o_-~. ~:~ -==- 0.13--J 19.79%---0.3--- o:13---, 19~90% ---o:s--- 0.13 20.00% '0.3 ·m --""' -~-' o:T3 ----20.21% -0.3 --- 6.13 -~ --_ 20.31% o:3 -- 0.13 I 20.42% 0.3 0.13 20.52%-i 0.3 0.13 20.63% __ J(},:3_ ---oT2 20 73% o.3 a:12-----20.s4% ~-- 6.12--r--20.94';0 ·o.3 ----- 0.12 21.05% -----;o.J 0.12 21.15% 0.3 o:w 21.26% 0.3 012 21.36% 0 3 Iit ~ ... )._ E!~~ H 6.12 21.78% ,6:3 a.f2 21.s8% -0.3----- 0.12 2l.99%---0-.3--· -- Q.Tf ! 22.09% _D.3 ____ _ --o:rr-22.20% 0.3 0.11 22.30% 0.3 611 22.41% 0.3 0. 1 1 --~------n5fo/o 0 j ~: l f-__ ---_-.. -.·J._-::_·_ ~~:!~~ n o.TI 22.93% 0.3-------- gn --~n:~--·~. -. -=::.-.~-- 6:1 23.25%-~.g,~---6.1 23.35% ;0.:3 ------ 0.1 23.46% i 0.3 0.1 -]_ 23.56% __ 0.3 ____ _ 0.1 ---23.66°/o :o.3 5/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date Duration Peak Frequency Return Period 227 I 1969/11/06 18:00:00 t 1969/11/07 14:00:00 21 0 1 ~ -~3 77% ~0.3 --228-t ---1970703704 22:00:00--1970/03/05 05:00:00 --8 01 ---23 87% --0 3 --- 229--,--1S73/03/0811:00:00 1973/03/0818:00:00~ -8-0.1 = __ g3.98% -.Q,3 23Q_ _____ 1974/03/08 OO:OO:OQ_ ----+----1974/03/08 16:00:00 -+ -----,y--1 ___ _QJ _ 24.08% _---+g1 231 1976/07/1512:00:00 1976/07/1520:00:00 i 9 i 0.1 24.19% 1~.3 232 1977/01/0514:00:00 1977/01/0710:00:00 I 45 0.1 __ g~!j% ~ 233-1982101/os os:oo:oii 1982101105 2o:oo:oo --16-----OT 24.40% •0.2 234 1982/01/2oo3:oo:oo . · i9827017211s:oo:oo ---38---o.i --~---24.so%-:o.2 ~ 1983/11/1118:6~--1983/11/13 o4:oo:oo --35.-.--o.i ----24~61% --o.2 -------236---1984/12118 o7:oo:oo --------,ga;m2)2o o7:oo:oo ---49 - -o-.-1---24.71% -6.2------ -~ 1984/12/2614:00:00--1984/12/2BOO:OO:OO ---~ .. ---6.1 24.82%--()2 ------- 238 1987/12/04 21:00:00 1987/12/05 05:00:00 ~ 9 0.1 24.92% 0.2 -----·. -~ _ 1991/01/09 13:oo:oo -1991/0116919:00:00 _ _____J__-_--T _ ______QJ_~ 25.03%--o.2 1994/02/07 03:00:00 -~J94/02/08 ~_:00:00 --31 • ---_Q.1 --~3% 0.2 I 1995/01/0712:00:00 1995/01/0813:00:00 -~--0.1 -~.24% 0.2 . 1996/12/0915:00:00 . 1996/12/12 06:00:00 64 --~-6.1-25.34% ,0.2 1998/03/31 13:oo:oo 1998/04/02 2o:oo:oo ss 0.1 25.45% ,o,g _____ _ 1954/03/2010:00:00 1954/03/2!) 13:00:00 124 0.09 _, 25.55%-0.2 1957/10/14 o2:oo:oo 1957/10/14 1o:oo:oo 9 ----;--· o.o9 2s.6s% ·o.2 ____ _ 1960/11/052E60:50 ~11/0615:00:00 19 ---t --0.09 . -25.76% --D:2- 1969/02122o3:00:00 . -1969/0212214:0o:oo --12 t o~---25.86%-·o.2 248 ---r-1977/05/07 22:00:00 -~--19-ii/05/0912:00'60 ___ --39 0.09 25.97% --D:2 249 ~! 1979/03/27 04:00:00 1979/03/28 14:00:00 35 0.09 26.07% '0.2 -250 1985102109 os:oo:oo -1985102/os 16:oo:oo. ---12 --__:_ o 09 1 26 18% -0.2 · ~ · 1994103106 12:oo:oo --~Joi11Ji0:00 ---24 --o.o9 --~ 26.28% ---0.2 ~~ 1998/03125 17:oo:oo -1998/03/29.-21.:0o:oo. . . --11)1. ,_ __ o-09-=-__ :g6.39% -_:-~_ 0.2 253 2000/02/11 18:00:00 2000/02/14 22:00:00 ----77-0.09 26.49% 0.2 254 ! __ 1957/01/07 14:00:(}Q____ 1957/01/07 22:00:00 ___ i 9 . ___ _Q 08 __ ______g§._E)0°/~ __ 0.2 255---+---1957/04/20 15:00:00 1957/04/21 06:00:00 ' --16-0 08 26 70% 0.2 -256-1962/02/072o:oo:oo 1962/02/o907:0o:o!l -~---36 -~ 26.81% o2 ~ 1965/03/3113:00:00----1965/04/0123:00:00-----35 ----· --0.08--26.91% 0.2 258 1965/12/1416:00:00 -1965712716 12:00:00 •--45 1 0.08 ---27.02% -0.2 --2s9 1966/01/30 o8:oo:oo 1966/01/30 23:oo:oo r--1s ~ j ifos--· 27.12% -·a.2 _____ _ 260 . 1968/.04/01 21.:00:00. . 1968/04/02 12:00:00 -__ ' -~~-~ . -27.23% .. i 0 ... 22 -261 --~ 1976/03/01 14:00:00 1976/03/01 23:00.00 10 0 08 27 33% -----roT 262 . 1981/ov2s2o:oo:oo . 1981/02/26o3:oo:oo 1 _, ___ 8 - -~--27.43% :o:2 ____ - 263 198V03/1413:oo:oo - _ j 1982103i1504:0o.oo _ _:--.:-16 -0.08 1 -27.54% ~__-_._ __ 1982/04/0110:00:00 1982/04/01 21:00:00 12 0.08 ' 27.64% 0.2 1983/09/29 1o:oo:oo 1983/10/01 1s:oo·oo 54 o 08 27.75% 0.2 1998/01/0918:00:00 1998/01/1021:0000 28---008 ------vBS% 0.2- 2005/12/3116:00:00 · -2006/01/03os:oooo ---62 --ooa ---2796%--o.2 2006/04/04 17:oo:oo -----26ii670470510:-oo.oo ----18---0.58 - -~so;~ 0.2 1954/12/09 22:00:00 1954/12/10 ~3:00:00 ----!.§. __ ----0.07--213.17% -----10.2- 1958/02/25 07:00:00 1958/02/25 13:00:00 ! 7 0.07 2'82lo!o 0.2 1969/03/21 12:00:00 1969/03/22 00:00:00 13 0.07 28.38% 0.2 1971/02/16 22:00:00 --1971/02/1715:00:00---18'----0:07 ~% ---o.2 ----o-;19"'7"'6/~12730 14:oo:oo ~12i3113:00:oo 2_4 ___ r ---0.67-28.59% -oT 1/13/2016 1:45 PM 6/21 Excel Engineering Rank 1 Start Date End Date 274 + 1978/03/09 t7:00:00 1978/03/09 21:00:00 2?S -----197s/12i1s23:oo:oo-. 1978t121i92o:Oo:oo 276 1982/02/09 19:66:00 . -1982702110 23:00:00 277--1982/11/09 15:00:00 --. 1982711711 02:00:00 -_ 278 1983/04/29 06:00:00 -r .... -1983/04/:30-05:00:00 279 1984111/24 16:00:00 1984111125 00:00:00 ~:~ t+ ::;~: ~;~r~~ == -~~:~;~~~:~~ 282 1988/11114 07:00:00 I -fS88/111i412:00:00 283 -1989/03/25 10:00:00 t - -1989/03/26 09:00:00- 284 1993/01131 00:00:00 --1993/01)31 04:00:00 - 285 1993/02/23 17:00:00 1993/02/24 10:00:00 -28s 1994/03119 03:oo:oo , -1994to3t26 1 o:oo:oo 287 t -1995/04/1607:0():00 .~ -1--1995704117 07:00:00 - 288--1998/12/04 01:00:00 1998/12/06 10:00:00 289--1999/02/04 10:00:00---. 1999702/05 09:06:00 290 1999/04/11 20:00:00 1999/04112 07:00:00 291 __ _J_ -2o"04io4to1 22:oo:oo · 2004t04/02 o2:0o:oo 292 2oo5to2111 o2:oo:<>o____ 2oo5to21131o:oo:oo 293 ---· 26os!12lf0 01 :oo:oo 200SI12!11o<l:oo:oo ___ -294 _ I 1951108/28 08:00:00 ... l951108/29 07:00]0 295 ' 1951112/11 23:00:00 -1951112/12 14:00:00 296 J 1952111123 01:00:00 1952/11/23 14:00:00 -297 1952/12/30 20:00:00 -1952112/3113:00:00 ·298 1954to3t3o o4:oo:6o -1954to3t36 1 o:oo:oo 299 -, ---1955/o2/2s ,, :oo:oo -t955to2t28 oo:oo:oo .. 300 .. -1957/03116 10:00:00 1957/03ii6t6:00:00 301 1957112/05 03:00:00 1957112/05 23:00:00 -302------1958to9t23 22:oo:oo t958t09724 o9:6o:oo-- 303 --~--1959702!16 03:00:00--1959/02117 02:00:66 - 304--~· 1959/04/26 05:00:00 1959/04/26 11:00:00 - -305 19!59lf271060:00:00 -1959112/10 09:00:00 306 1959112/21 00:00:00 ---1959!12/21 13:00:00 307 1960/09/1103:00:00 1960/09/11 11:00:00 3o8 1961101126 o8:oo:oo ' i9s11ofi26 18:oo:oo -309-1963/04/26 03:00:00 --1963764726 11:00:00 - ~--=--=-+~--11 99s6.34t111~211T2t57_01s7:,o0_()0:,o0o0 1963111115 23:oo:oo ---r 311 t964i12t2.8 t8:oo:oo. .·j 312 1979/0113018:00:00 1979/02/02 22:00:00 313 1979/03/01 08:00:00 1979/03/01 21:00:00 3t4 1980/03110 ts:oo:oo --"'r!f8oto3!1621:oo:oo 315----,986to3t25 22:oO:oo-1986to3t2s o4:0o:oo 3-16 1980/04/22 11:00:00 1980/04/23 08:00:00 - -317--t98ol1ot16 os:oo:oo-t980110t161o:oo:06 - 318 1983/03117 02:00:00 1983/03119 04:00:00 3t9 1983104118 o2:o6:oo -1983to4tf8t2:oo:oo -320 ___ -1983/12/0315:00:00 1983112/04 00:00:00 1/13/2016 1:45 PM Duration 5 76 29 36 24 9 fs -IT 6 24 5 18 32 25 58 24 12 5 57 28 24 is 14 is 7 38 7 21 12 24 7 10 14 9 11 9 8 36 77 14 7 7 22 6 51 T1 10 I --+ Peak 0.07 0.07- 6.07 -0.07 0~07 -- 0.07 0.07 0.07-- 0.07 0.07 0.07 0.07 0.07 o.o7 0.07 0.07- 0.07 0.67 ow 0.07 o:os 0.06 0.06 6:06 a :as --0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 n1--1 --0.06 t 0.06 0.66 0.06 0.06 0.06 0.06 0.06 o.os 0.06 peakFiowStatisticsPostMitigated.txt Frequency Return Period 28.69% 10.2 28.80%·-~0.2 28.90% 0.2-- 29.01% 0.2 29.11% --0:2- 29.21% 0.2 :~r 29.53% -0.2 --- 29.63% ~--- 29.74% ~rr----- 29.84% -~- 29.95% 0.2 30.05% -0.2--- ;~~~~~ -=--1%0:_~2- 30.37% [ii: 30.47% '0.2 30.58°/o ---0.2 3o.s8% -·a.T----- 30.79% --0.2 30.89% )62 ___ - 30.99% '0.2 -~u~~ -=!=----- 31.41% ----ro.2 31.52% 'o.2 -31.62% OT-- 31.73% 1o.2 31.83% _JIT0 .. 22_~=~ 31.94% ~- 32.04% 10.2 32.15% 10.2 32.25% :o.2 32.36% -~ 32.46% 0.2-- 32.57% -·-0.2- 32.67% 0.2 ---32.7'7% 0.2 32.88% 32.98%- 33.09% 33.19% 33.30% 33.40% 33.51% 7/21 Excel Engineering pea kFI owStati sti csPostM itigated. txt --~~~~~~~~~-----------------------------------------------------------------------------------------------~~~---·~ 1/13/2016 1:45 PM 8/21 Excel Engineering Rank Start Date End Date Duration 368 1986/01/30 03:00:00 1986/01/30 16:00:00 1 , 14 369-----:----1988112/15 o9:oo:oo 1988t12t1618:oa:oo---_-34 ~-,-1992/02106 07:00:00 ---1992102/0715:00:00-33 ~ • 1992/03/2706:oo:oo 1992I03i2759:00:Q6 -4 -372 r-1992/12127 19:o0:00___ 1992112/28 06:00:00 --12-- 373 I 1995/03/21 11:00:00 1995/03/21 18:00:00 8 374--1996/01/31 04:00:00 ; -1996/02102 02:00:00-47 375 ---1996/02120 oi:oo:oo -1--1996to2722 03:oo:oo 45 376 - ---1996To2/25 09:00:00--1996702/28 01 :oo:oo ---65 -377 --' . 2000/10/26 09:00:00 ---_-. --2000710/27. 13:00:00 i 29 378 t ---2008/02/24 07:00:00 ---2008702/24 15:00:00 l--___ -----:9:~ 379 1952101/13 04:00:00 1952101/13 16:00:00 -3.80 -_ .. 1· 19.52·/-01/25 04:66:60---1952101/2514:00:00---381-1952103/12 22:oo:o0 ' --195270371312:oo:ljo __ _ jjj2 ___ - -f9S3/0212J10:00:00 1953/02/23 23:00:00-I -f4 383___ ----19"53/11/1416:00:00 i953/11/151i:OO:OO 20 384 I 1954/01/12 17:oo:oo 1954/01/13 o4:oo:oo 12 385 --1955/01/16 o8:6o:oo ----1955/0171619:00:00 -12 386 --t---1955/03/1102:00:00--1955/03/11 07:00:00 --6 387 ----1955/04722 o5:oo:oo-1955/04/22 13:oo:oo -9- 388----,t---1955/11!1407:00:00-195-5/11/1412:00:00 -6 389 - - -1957/05721 03:00:00 ---195-7705/21 10:0-0:00 8 390 1957/10/31 01:00:00 1957/10/31 06:00:00 6 -39i I -1958/03/27 14 oo:oo-----1958/03/27 18 :oo oo 5 392----1-1960/01/1010:00:00 1_1960/01/1021:00.00 -12 393 1960/11/2617.00.00 1960/11/2700:00.00 8 394 --1961/11/2016:00:00 -1961/11/20 23:00:00 ---8 395 1961/11/25 03"00:00 1961/11/25 23:00:00 21 -396 1962/0211519oo·oo ----1962/02/1622:oo·oo 28 --397 1962103/06 07 00.00 - -1962103/07 00:00 00 18 -398 1963/04/17 05.00:00 ------,-963/04/1714:00.00-10 399 r---1963/09/04 08:oo:oo -t 1963/09/0416:00 oo 9 400 r--1964/12/31 22·oo·oo 1965/01/01 01·0000 4 401 1965/03/12 15 00 00 1965/03/13 23:00 00 33 402 1967/01/2414 00 00---1967/01/25 02:00 00 13 403 --_ 1.967/03/311.1:00:00 ___ l _______ -_1967. /03/3116:00:00 -6 404 1967/04/21 21 :00:00 1967/04/22 05:00:00 9 -:~~-~~~~;~~~; ~::~~:~~ -~~~~;~;;~; 6~:~~:~~ -! ~ 407 --1971/12122 06:00:00 ~-4 -1971/12/23 01:00:00 -tl 20 408 1971/1212715:oo:oo -~2T2B17:oo:oo --27 -409 -1973/02128 02:00:00 -------1973/02128 1 1:00:00 -10 ~ --1973/11/1704:00:00 19i3111/1901:00:00 46 411 1974/10/2810:00:00 1974710/29 14:00:00 29 412 1974/12128 07:00:00 1974/12/29 12:00:00 30 -413--1975/02103 08:00:00 -1975/02/0503:00:00 - -j 44 414 --1975/02109 06:00:00 1975102/10 03:00:00 22 1/13/2016 1:45 PM peakFiowStatisticsPostMitigated.txt Peak Frequency Return Period ~ ~; -__ -_--11 - -~~:~~~: --: ~~ --0~05 . 38.74% -___ -_ 10.2 o:o5 38.85% 0.2 -0.05 3-8.95% 0.2 0.05 39.06% .0.2 0.05 -3916% ---o:2--o-:o5 39.27% --02 --0.05--39.37% . 0.2 o:o5-39.48% --:D:2-- -1E-iHi~ -~-iiL---~--- 0.04 39.90% ;D:~ ----------0:04 40.00% ;0.2 -0.04 40.10% I 0.2 0.04 40.21% 0.2 o.o4 40.31% o:2 --0.04---40.42% -0.2 --_-~:~ }~:~;~ ~-~ -j~: ~ -0.04 40:73% -0.1 0.04 ~.84% JQJ_ --- 0.04 40.94% t0.1 -0.04 ____ i.LQ_5% &---~ 0.04 41.15% :0.1 o.o4 41.26% ___ o:T __ _ 0.04 41.36% 0.1 0.04 41 470);------:o:T-- o.o4 41:57% 0.1 o.04 -ills% 0.1 6.54 41.78%-0.1 0.04 41.88% 0.1 0.04 41.99% 0.1 0.04 --o:o4 -o:o4 ---0.04 0.04 0.04 0.04 0.04 --0.04 0.04 0.04 o:o4 0.04 --42.09% 10.1 --42.20%--·a:r-------- 1! --42.30%-:o.i ------ 42.41%---;Q_j 42.51% !o.1 -+--42.62% -]0.1 ==:..~==-- 42.72% 1~-1 -42.83%-jg-J ___ - - --42.93% 01 43.04% ~o: i - 43.14% 0.1 43.25%---~1 --- 43.35% 10.1 9/21 Excel Engineering peakFiowStatisticsPostMitigated.txt ~~~k 1975/~~~~7°~~~00:00 1975/~~~~~~~00 00 _t! __ Du;~': __ t! _ ~e;: F~3q~~~~y __ ~.~turn Period __ 416 1977/05/24 05:00:06 1977/05/2412:00 00 8 0.04 43.56% 0.1 4ii 1977/12/18 oo:oo:oo , t977/t2/t8to:oo:oo ----rr -o~64 43:ss% o.i --------- 418 --+-----1977/12/2517:00:00 ,[, · 1977ii212io1:0o:oo 33 a~04 -r--43.77% 0.1 419 ' 1978/11/24 09:00:00 1978/11/2416:00:00 ---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 t---4;o;2~1 1979/10/20 02:00:00 1979/10/20 19:00 00 --' 18 - -0.04 -----i4~4.~0;:c8,:7V,-. __ ---;.O~.-i-1---------·--------- 422 _1980/01/1719:00:00 ----1980/01/19 05:00:00--35 0.04 44.19% !0.1 --------------- 42:3 1980/03/21 10:00:00 1980/03/22 02:00:00 I' n17-- - ---o.o4n 44.29"/o . 1!_oo~_.1, ----424----198o/12To411:00:00 1980/12/0512:oo:oo . -~--_;______ o.o4 _;:: __ 44.40"/~ _ 425 1982/01/1020:00:00 1982/01/1108:00:00 13 0.04 44.50% --:o:1 __ _ 426 1982/11/2911:00:00 1982/11/3017:00:00 1 31 -+ 0.04 -1--44.61% ___ 0._1 __ , ___ , _____ _ 427 1982/12/29 19:00:00-1982/12/30 00:00:00 ---- 6 0 04 44 71 °/. 0 1 428 1983/02/02 15:00:00 1983/02/03 20:00:00 --30--~----.-·~---~. _· --. 44:82':. .. _:_-::U------------=-=== 429 1983/04/12 07:00:00-1983/04/1312:00:00 -30--0 04 44 92'/. 01 43o t983111/2008:oo:oo-t983!1112o23:oo:oo is -· -o:04-----f---45:03';.-o:, ·------- 431 1984/04/27 22:00:00 ' 1984/04/28 02:00:00 5 0.04 45.13%.--&J---------------- 4:32 i984/11/1309:oo:oo -----r--1984/t17i312:oo:oo -4 1 Q.Q<I -r---4~5~.2;;-;4c;.%c---tooec.1:-------------------433 -1984/12/to 2o:oo:oo 1984i12Ti1-as:oa:60 14 , o 04 45 34o/. o, 434 t985/o2/o2 o3:oo:oo t985/o2!o2 t5:oo:oo --,-3----+-------o:o4 1, 4s:4s"': a:, 435 l985/10/22 OO:OO:OO_r--1985/10/22 03:00:00 4 0.04 _ 45.55% _ &J_ = -=-===~.::_--=-__::_-_:::_=-- 436 1985/12/0211:00:00 1985/12/0303:00:00 -i7 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/o2/o722:oo:oo --·,986/02/0817:oo:oo ---20------~ , --45.86% ~to',,· 439 1986/02/13 08:00:00. 1986/02/13 16:00:00 --9-------;--------o.o4------T 45.97% ---44o--+---198sio3/0816:oo:oo ~-----1986/03/0903:oo:oo 12 ·---t---004-1 4sw% 441 1986/03/1319:00:00 1986/03/1406:00:00 r----1124 _, __ ,t_ -00~.0044 ' 46.18'/: 0.1 ::~ 1986/04/06 01:00:00 1986/04/06 14:00:00 --f----46.28% f<?4- 444 ~~:~;~~~~ ~~:~~:~~ -r +~~~~;6~ ~i:~~:~~--2\ -~-__ _:::_ ~-~ ___ :: --= ==1[----=--====-=---=---~ 1987/11/0419:0o:oo --J-198ii11/0514:oo:oo _____ 26 _ -----():_0<1______ 46:6ocl. _ ~--__ _____ .4444-76 -+ 1199.8888//012/2/0201:0000:00 1988/02/0220:00:00 -!-----20--().04 1§:70% (),_1 1813: :00 1988/12/18 23:00:00 11 ' 0.04 46.81% 0.1 448 I t989/o2/o3 22:oo:oo t989/o2/o4 2o:oo:oo 23 o.o4 46.91% o.1 449 L t989!o21o9 t5:oo:oo t989/021to o8:oo:oo t8 ~---o.04 _ 47:02% __ ~---450 -----_r 1990/01/3101:00:00 1996!01!31 o5:oo:oo 5 . -0.64 47.12% 0.1 ------------1 451 , 1990/04/16 21 :oo:oo 1990/04/17 17:oo:oo -----21 --o.o4 47.23% 10.1 ~---~ 1990/05/2806:00:00 1----1990/05/2817:00:00 .,2 0.04 47.33% ----,~~0.-i-1------·---- 4:-~~35..... -1990/06/0914:00:00 1990/06/1017:00:00 28 0.04 47.43% 0.1 1991/to/27 oo:oo:oo 1991/to/27 t5:oo:oo 16----r----D.04 - -47:54'/~ o.i 1991!1212802:00:50 1991/12/28 o7:oo:oo 6 o.o4 47.84% -o-:r --456 t992/03/o8 o2:oo:oo 1992Jo31osi4:oa:oo 13 o.o4 -----4~7~.7~5:o.%:---~o"C_,c----------------- _ ___§Z_ __ + 1992112/18 o2:oo:oo 199g/12/1.s 05:QQ:Q() 4 ---0.64 47.85% --+o"'.o-, ----------- 458 I 1994/01/24 23:00:00 1994/01/26 08:00:00 34 0.04 47.96% o: i t----i:~~~:.--+'----o-~~~~O;:~C;0;~~~~;~"'~-;;6~~';:;:~~~:c;:o~~;:;-~~~~;~~;~~6~:~~:~~ ~------~.~ :::~~~ -1~:~---------·----·- 461 1995/02/14 01:00:00 1995/02/14 23:00:00 23 --0.64-48:27% 10.1 1/13/2016 1:45 PM 10/21 Excel Engineering Rank Start Date End Date 462 I 1995/03/23 Q9:QQ:QQ 1995/03/23 2Q:QQ:QQ -463 ~---1996/12127 16 00:00 1996/12/28 08 00 00 - 464 -1998/02119 08 00:00 1998/02/20 04.00.00--- 465 _-_-1998/04/1_117.oo:oo-1998/04t1122.oo.oo-:::-_ ~~- 466 1998/12101 16:00:00 1998/12/01 21:00 00 467 1999/03/25 14 ·oo :oo _f _1_ 999/03/25 £2 :oo oo _ ~ 468 -2000/04/17 18:00:00 2000/04/18 12:00 00 469-- -200i/03/0617:00:00 2001/03/07 22:0000-- 470----~ 2001/03t1o 15:oo:oo -~ _.£O.Q1to3/11 o~:Oo.oo ~ 1 471 2004/03/02 00:00:00 2004/03/02 07:00:00 -472 ----2004/1270414:00:00 2004/12/05 20:00:00 - 473 2005/03/22 20:00:00 2005/03/23 01 :00:00 -474 ~--~716 1B:OO:OO ·-···· 2005/10/1813:00:00 -475 2oo6to2118 o6:oa:oo____ 2oo6to2119 13:oo:oo -· 476 ~=--2oo6io3t2Q o3:o():oo --_ i' 2006to3t21 07:oo:oo 477-. 2006/12/27 08:00:00 ' 2006/12/27 11:00:00 478 - -..... 2007./02/28. 05:00:00 .=1--' ----£007/03_1()1 03:00:00 -479-2007/12/07 05:00:00 2007/12/09 04:00:00 ----480 .. -2008/02103 07:()([00-2008/02/04 07:00:00 481 ---195it12tf9 08:00:00--. 1951/12/1915:00:00 482 1952!63/10 08:00:00 -1952103/11 10:00:00 483 -T ---1952/i 2128 as :oo :oo 1952112/28 2o:()o :oo 484 L -. _1_.953/04/.~7'22:00:00 1953/04/28 Q~:OO:OO 4135 _j_ 1953/10/22 07:00:00 1953/10/22 12:00:00 486 ----' - -1954/01/2411:00:00 1954/01/25 12:00:00 4137 -----1955t11tT708:00:00-1955/11/17 2o:oo:oo 488 -1956/01/31 10:00:00 1956/01/3114:00:00 489 1957/01/26 05:00:00 1957/01/26 11:00:00 490---1957/02123 06:oo:o6 --1957/02123 13:oo:oo -- ~-.1957/06/10 03:00:00 1-957/0S/W08:00:00 - -492 , --1959i02io8 o3:oo:oo -i959702i0906:00:0o 493 l 196oto21o8 22:o<Eoo--~ 196oto2t1o 1o:oo:oo 494 ---1962101/13 01:00:00--1962101/13 04:00:00 495_ -1963/0211410:00:0_Q ----1963/02/14_14:00:00. 496 -I ... -._1_.963/0.31£1!.11 :00:00 .--I 1963/03/28 15:00:00 497 f 1964/10/1512:00:00 1964/10/1515:00:00 498 ---1965/01/24 06:00:00 1965701724 ii:oo:oo 499----1965iiit25o8:oo:oo-I 1965t11t2515:oo:oo 500 ' 1966/10/10 13:00:00 1966/10/10 18:00:00 w-----1967t11t2619:oo:oo · ---1967li172622:oo:oo __ _ 5o2 i9697o1/14 o2:oo:oo -1969101714 i5:oo:66 ~~ ---r---.-~~~~;~;~~ ~~:~.~:~~ ·.-.-.. ·J' ~~;~~;~~. ~~:~~: --· -5o5 c ---197oto1t16 17:6o:oo -· 197oioTi16 22:oo:oo 506 1971/10/16 11 :00:00 1971/10/17 11 :00:00 -507---1972112107 06:00:00---. 1972112/08 15:00:00 508 1973/02/06 04:0iJ:oo --T973t02t0-7 oa:oo:oo 1/13/2016 1:45 PM Duration 12 17 21 6 6 9 f9 30 12 8 31 6 44 -32 29 4 23 48 25 8 27 13 5 6 26 13 5 7 8 6 28 37 4 5 5 ---4 6 8 6 4 14 --21 8 6 25 34 29 L peakFiowStatisticsPostMitigated.txt Peak 0.04 -0.04 --0~04 -.. 0.04 ·-o.o4 0.04 0.04 0.04 0.04 0.04 0.04 0.04 o:D4 0.04 ___ _ 0.04. 0.04 0.04 0.04 1 Frequency -t~-:~:~~~ 48.59% ' --48.69o/~ Return Period ,0,_1 __ _ 0.1 aT ___ _ aT ___ _ 48.80% 0.1 48.90% 0.1 -49.01% ,0]--=::_ , ---· 49.11% 0.1 ~---49.21% -j_Q.1___ - - --"1,, ---49.32% 0.1 49.42% -0.1 49.53% 0.1 49.63% o.i 49.74% 0.1 49.84% 0.1 49.95% -o.i 50.05% 0.1 -50.16% 0.1-- ~:~~---r -D.03 I 50.26% -JJ 50.37% ;0.1 --50.47% 0 1 50~58% - -~-'0.1 003 0.03 0.03 - 0.03 o.oJ o.o3 0.03 0.03 0.03 0.63- 0.03 0.03 0.03 0.03 0.03- D.03 0.03- 0.03 0.03 -0.03 0.03 0.03 0.03 0.03 0.03 0.03 50.68% 0.1 50.79% · o.i 50.89% -0.1 50.99% --o.i --51.10% 0.1 51.20% 0.1 --51.3io/o Q.T---- 51.41% -Q.T-- 51.52% --_;QJ._::_ -51.62% _ _gg 0 o .. 1 1 ·-·- 51.73% ~~-; 51.83% 0.1 ---51~94% iQ.t-- 52.04% ----o.1 --52.15% ----0.1 52.25% - -·o~ 1 52.36% :0.1 ---52.46% -0.1 --------- -·-52.57%- 52.67% 52.77%. 52.138% 52.98% __ -SJ.09Jo 53.19% 11/21 Excel Engineering pea kFiowStatisticsPostMitigated. txt Rank Start Date End Date ! Duration Peak Frequency ! Return Penod 509 1974/03/02 09:00:00 !_ 1 9 9 7 7 4 4 t 1 o 0 3 5 t 1 o 1 3 9 1 1 4 1 ::o 0 o 0 .. o 0 o 0 _ _)__ _ 3 3 0 _=+_ _l __ 0 0 .0 0 3 3 _ l 5 5 3 3 _34.Q_ 0 ',;,•, [0 0 _,_.11 _____ _ ---~---19747ost19 o9:oo:oo -1---" s11 19i571212o14:oo:oo 197St12t2022:oo:oo----9----o.ro 5351% ---ro.r--------- 512 1976/03/03 01:00:00 1976703/03 05:00.00 ------5----------Q.03'--53.61% 0.1 ------ r--551143-1 1976to4t13oo:oo:oo 1976·t·o·4/·1·3·1··s·:·oo.:oo .I··· 16 o.o3 .. , --53 ... 72% .... 0.1. --------1979to1t1711:oo:oo . __ 19Z!!/01f19 06:()o:oo ~---+-__ _Q,QL __ ' __ 53.82% __ &~ ______ _ 515 1979/02123 02:00:00 1979/02123 08:00:00 7 0.03 53.93% 0.1 516 1981/04/1821:00:00 1981/04/19.09:00:00 --13 0.03 -,----54.0':3-o/~ 0.1 ------=--=--==- 517 1982I01/2817:oo:oo 1982101/29 04:oo:oo ---12 6~63 ----54.14% 1o.1 ____________ _ 518 1982103/25 21:oo:oo -1982103726 o8:o6:6o -12 o.o3 54.24% _ ~ f--519 ---+--1982111/19 oo:oo:oo 1982111i2o 13:oo:oa· 38 o.o3 54.35% o.1 520 1983/02124 00:00:00 1983/02/25 02:00:00 ' 27 0.03 54.45% 0.1 --521 - -T984i12io3 o8:06:oo • 1984/12/03 13:oo:oo [_6 ___ -·· ------o.o3 ·· 54.55% o.1 m ::::m:~ Ae~!":: .• ~~t~~~l:=--!!!-=, -ttl!E= r: --~---=-- -i~~ 1 . im;~!;~HH~:~~ J Iiiiii!£g -=-:8 : --=-=t=· ... i!=t=-~iii-~i~ ----=-~====--=-=---;~~ . ~~~~~~~: ~~:~:~~ . . ~::~;~~~: ~~:~~:~~ --r-1=~ ~J --~:~~ - -;;:~~;. --H--------= =~=---- ---530---+-----o1~99~30'cto'"'1~/1~0-c1-;o2~:o"'o"':o~o--±.,-1993/01/10-16:oo'Oo 5 --------0.63 55.50% tr·-- 531 1993/1211117:00:00 ---1993/1211_g03:()0_:00 . -.!1_ ___ --+---0.03 ___ +----55.60% _(),1 --------------;~~ -~::~;~~~; ~~:~~:~~ ±. ~::~;~~~~ ~~:~~.:~~ -lo ------=t-=---= ~:~~ ---~--,-§+ ------------ 534 1995/1212310:00:00 1995/12/2313:00:00 ' 4 t 0.03 55.92% 0.1 t-----;5"'3~5---+l-~1"'9~96~to;:c1"'t2~1c-c1;-;9~:o"'o~:o"'o-· ---1996/01722-To:oo:oo 16--o.o3 56.02% ·-IQ.l--------- 536 i 1996/03/1217:00:00 1996/03/1401:00:00 33 0.03 56.13% 0.1 537 ~::;;~~~;~~:~~:~~ + ~~~~ 1,--~ ~~=-=-~:~~----;:~ %.+-~~: 1997/1211817:oo:oo -i---1997112119 o2:oo:oo -10 I o.o3 56.44% 0.1 -540--_TJ __ 1~9~98~t~03-;-t~13;-1~8~:o~o~:o~o'-_ 1998to3t1423:oo:oo 3.0. --t ___ 6~63 56.54% &J------541-1998/11/28 o7:oo:oo 1998/11/29 o3:oo:oo · 21 o.o3 I' 56.65% 10.1 542 ! 1999/09/1817:00:00 1999/09/1819:00:00 3 0.03 56.75% f0.1 543 .. )_1_~20~0""0'"'/1~1/~3~0"'09~:~00"':~00~-----'2:20~0~0/"'1~1/~30-;-oc11"':0~0~:0~0. '3 ·---0.03 56.86% 0 1 . 544 2001/02120 17:00:00 2001/02/21 02:00:00 10 i 0.03 _)_ 56.96% 0.1 545 2001/0212314:00:00 +-·· 26lH702/2401:00:00 -l 12 0.03 -57.07'7~ 0.1 t--~54~6::--------~2o"'o;-o1',;/1co1~/2917:oo:oo-·· 2o61t11/3001:oo:oo 1 9 o.o3 57.17% 0.1 - 547 2001/1210320:00:00 2001/1210423:00:00 -~-----~---~ . 57.28% --.&L------ 548 --2o04!1172i a7~oo:oo 2oo4t11/211o:oo:oo F 4 +. o o3 · s1 38'/. o 1 -;~T -~~~~;~;;~~ ~;:~~:~~ . -~~~~;~~~~ ~~:~~:~~ -, -1.---:. _ ~--¥oi-~=f --;;.~:~ ---~1 ---------- 551 2oo1to2111 12:oo:oo 2o07to211204'DO:oo 11 . , _ o.o3 _ ,---'[noo;. ]Q,1 _ ------· t--~55"-2::-----t----"'2o"'o"'7"'/o"'21~""22 21:00:00 ~-t-2007/.02/23 0 .. 1:00:.00 r 5 0.03 ' 57.80% 10.1 553 2007/12118 22:00:00 2007/12119 17:00:00 20 i 0.03 57.91% _itt--1 554 1951/10/0808:oo:oo -· 1951/10/0811:oo:oo -4-----t-o.o2 58.01% ---o 0 :_1 1 ... ··· ~~=-====- 555 1951/10/11 oo:oo:oo -1951t1o/T1 o3:oo:oo 4 o.o2 s8.12% _____ _,_ 1/13/2016 1:45 PM 12/21 Excel Engineering Rank Start Date End Date Duration 556 1951/10/15 10:00:00 I 1951/10/15 13:00:00 ~;~.=-t·· . __ 11~~~~~~-.. ---~~;~m;~~ g~~~g~g.L 559 1952104/07 23:00:00 1952/04/08 07:00:00 560-. 1952/12/06 05:00:00 1952112/06 08:00:00-- 4 23 i() 9 4 561 . 1952/12117 08:00:00 1' 1952112/17 18:00:00 562 --~--1953701706 2o:oo:oo ___ -1953/01/os o5:oo:oo -- -~~! t··-.-. ~~~~;~ ... 4.1;~.~ ~~:~~:g~-~.-. =~ ~~~~;~~;~~ ~;:gg:gg. -565 --1954T12to3 23:oo:oo ---, 1954/12704ci2:oO:OO 566-----1955/01!:i623:00:00 -· 1955/01/31 10:00:00 567 1955/12104 10:00:00 1955/12/04 13:00:00 568-. ---1956/02123 2~1 1956/0272415:00:00 --569 .--~l-1956/05/10 oo:oo:oo -~-1956/05/10 02.00,()0 570 1956/12106 03:00:00 1956/12/06 08.00.00 571--. 1957/01/10 00:00:00 1957/01/10 09:00:00 ~-. l 1957/01/20 18:oo:oo . 1957/01/20 21:oo·oo 573 1957/04/18 02:00:00 1957/04/1812:00 00 574 --, --1957io472212:oo:oo ---r 1957/o4722 15:oo:oo 11 34 T 22 4 12- 4 20 3 6 10 4 11 4 -----575 1957/05/19 09:oo:oo-----1957/05f1912:oo:oo--4 -576 ----1957)10/21 04:00:00 -1957/10/2108:00:00 5 577 1 195711 11o3 o2:oo:oo --------1957/i 1164 09:oo:oo- 578 + 1958/02113 03:00:00 i 1958/02/13 09:00:00 ~~~ -~ ---.1~. r .. ~;.~.~~} ~=--=r ~~~~;gl~~~ 581-----;---1958!11/11 06:00:00 j 1958/11/1108:00:00 582----,--T959/1o/o1 o5:oo:oo --· 1959!16101 o9:oo:oo 32 7 33 9 3 5 583 1960/03/13 05:00:00 1960/03/13 07:00:00 3 -584 1960/03/28 o3:oo:oo 1960/03/28 o8:oo:oo----6 -----sas 1960/1 1/03 20:00:00 . 1960/1 1/04 00:00:00 ____ --- -586 _ 1960/12103 04:00:00 1 ·--1960/12/03 07:00:00 ___ r 5.87---196.1/0.3/28.05:00:00 ... -. 19.61/03/28.19:00:00 ----588 1962102111 05:00:00 196210211 1 08:00:00 589 1962/02124 22:00:00 1962/02/25 02:00:00 590 ----,---1962/03/22 23:00:00 ---. 1962103/23 03:00:00 ---- 591 , 1962105/14 iil:oo:oo --------19s2/o5Jis o6:oo:oo--, ·- --_592 =~ -1!)64/03/~1 1 :00:00__ -1964/03/02 16:00:00 -· 593 . 1964/11/0913:00:00 1964/11/1021:00:00 5 4 15 4 5 5 -,-3 6 33 594 1965/12112 19:00:00 1965/12/1 3 14:00:00 I - -595___ i965t12122 01 :oo:oo -1965112122 13:oo:oo _ 1 .• - 596 1965/12131 o9:oo:oo ----1966701io1 o3:oo:oo- -597 ' 1966/01/20 oo:oo:oo 1966/01/20 o2:oo:oo - 598------1968/1Vf418:oo:o6 1968/11/15 1b:oo:oo -- -599 1969/01/1S23:oo:oo--1969i01i2212:oo:oo 600 I 1969/03/13 02:00:00 1969/03/13 07:00:00 601--1969/6470306:(j()]jQ-1969/04/03TI:OO:oo -- ---602 I 1969/12109 00:00:00 --1969/12/0S 04:00:00- 20 13 19 3 17 86 6 6 5 1/13/2016 1:45 PM Peak 0.02 0.02 0.02 0.02- 0.02 0.02 0.02 0.02 o:o2- 0.02 ·- 0.02 - 0.02 (j]j2 0.02 - 0.02 0.02 0.02 0.02 0.02 0.02 -----0.02 0.02 0.02 0.02 0.02- 0.02 0.02- 0.02 0.02 0.02 0.02 6.02 0.02 0.02 0.02 -0.02 0.02 0.0-2 0.02 6.62 0.02 0.02 0.02 0.02 0.02 0.02 0.02 peakFiowStatisticsPostMitigated.txt Frequency Return Period I 58.22% '0.1 ----58.32o/o -Q.1-- 58.43% 0.1 -------- 58.53% 0.1 ----58.64°/~ ~- 58.74% 0.1 58.85o/o 0.1 5B.95°f~ £_1__ _ 59.06% 0.1 59.1G0fo -----:o:T- ~i:~i~ ~~.· ~~.. . -59.69% o.,----- 59.79% ---,0.1 ------- 60.21% 60.31% -60.42% 60.52% 60.63% 0.1 0.1 ----- 61.15% ·0.1 ------- -----__ s1.2s%__ ~o~-----==~--- 61.36% --. 10···1 61.47% 0.1 61.57% --0.1 61.68% 0.1 61.78%-·o.1- 61.S8% ---:o:T j!E io:.i1 ---- 62.30% ' 62.41% •0.1 ---r 62.51% 0:1--- 62.62% -;oT-~:H~ *·~ --~ -- -63.04% ·a.1 ------- 13/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Start Date End Date Duration Peak Frequency Return Period 1970/01/1()02:00:00 _ _I _ 1970/01/1011:00:00 10 0.02 63.14% jQJ__ 1971/01/12 20:00:00 ______r-1971/01/13 10:00:00 - -15------0.02-63.25% j.gJ__ 1971/03/1308:oo:oo 1971703i1311:oo:oo -[-4----1---oo2 ____ t 63.35% o.1 --- _6()6 _J-1971/1210402:00:00 _ _;__1971/12/0406:00:00 ---~ 35:57==_==1,--00.0022 =--::_ 6_3.46% [Q.1 __ _ :::: ::;;;::; g; :::::: ::;;;::: :~:: . : :;; :; ::~ r _ . 6o9.-· . 1973701716 01 :oo:oo 1973/01/1 o o3:0o:oo---o.o2 ---63.77% -6.1--------610 1973/02/0321:00:00 --197370270401:00:00 ---r---6:3:87% -0.1_____ ----- ~ -~/03/2607:00:00-1973/03/2609:00:00 3 0.62--: -63.98% . 0.1 ---------612--1974/01/01 05:00:00 -197470170110:00:00 -----6-----6.()2--i --64.08% --0.1 -------- -----s13 -. --1975/03/1402:00:00 1975/03/1406:00:00-J --5 ----;-002 -h 64.f9%--o:1 ---- 614 1975/03/22 09:00:00 1975/03/2213:00.00 5 i 0.02 64 29% ~ 615 1975/12/12 16:00:00 -1975/12/1221:0000 - ----6---0~ -64 40% --!~·} ------si6 ~ 1976/04/04 04:00:00=-1 1976/04/()5 04:00.00 -_--~--__ 0.0.>_~ <i<SO% -f: --~ 1976/07/27 00.00:00 1976/07/27 04:00.00 5 I 0 02 64 61% 0.1 618 --,-1976/11/1201:00:00--1976/11/1209:00:00 -9-~--0~-' -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 l-1977/0212202.oo.oo 1977/0212208:oo:oo ----7---o.o2--64.92% o.1 -----s21 - -1977/02/24 15 ~ 1977/02/25 02:00:00 ___ f --12 0.02 i ·-----ss.o3o/~ -io:T 622 -1977/03/16 13:00:00----1977/0~/2216:00:00 :_::_:_--148 ------0.02 1---65.13% 0.1 623 1977/05/12 10:00:00 1977/05/1212:00:00 3 0.02 65.24% 0.1 624 -. --1977/07/151s·oo:oo 1 .19. 77/0711517:oo:o .. o -. --_3-o-:o2 -65.·3·.·4·% 0.1. 625 --1-1977112123 o4:oo:oo ___ _____12Z?L12i23 o6:oo:oo_ __ l ___ _l_ __ ____ o.o2 f----_ __6_5.45% ___ 0.1 ------s26 ~ 1978/01/3()_11:00:00 -__ 1978/01/31 02:00:00 -: ___ 16 0.02--~' __ .§_5 . .55% ()_1_ ------s27 1978/03/2215:00:00 ' 1978/03/2317:00:00 27 0.02 65.65% 0.1 . ... -628 --197870470219:-oO:OO--:_:_ __ 197876470221N.oo-i __:_--3 o.o2 __ :_:--_---65:76% _ 0.1 ------s29 1 1978/04/07 o2:oo:oo 1978/04/07 04:oo:oo } 3 t o.o2 : 65.86% -~ +--1978/04/081£:00:00 -. ______1_!lZ!!!04108 20:00"0()__ __9 ---0.02 r-.§_5.97o/o_ 631 1978/04/15 20·00:00 1978/04/16 OO:OO·oo 5 0.02 -66.07% -632 --1978/04/251700:00 -~~978/04/2519:00~ -3 --0.02 -----66.18% -633-----~ 1978/11/10 16.00:0()__ 1978/11/1213:00.00 :__ _-_ 46 -~----0~ , -66.28o/o --- 634 1978/11/1321:00:00 1978/11/1400:00:00 j 4 -----0.~--66.39% --635-1978/11/1510:00:00-~1/1513:00:00 --, --4 0.02 66.49% -~ ~. 1979/01/0911:00:00 ___ 19.79j()1/09.17:0·0·:00 _' -.. -. -.7. --j __ 0.02 ··--~ 66.60% 0.1 --63Z____ j -1979/11/12 12:00:00 -' __ 1979/11/1214:00:00 ---'----3 -0.02 66.70% 0.1 ~ I 1979/12121 o6:oo:oo _ 1979/12/2115:oo:oo _ -+--_ _1Q_ ____ o.cg__ -,-------ss-.81% 0.1 639 ' 1979/12/2510:00:00 1979/12/2512:00:00 ! 3 0.02 --66.91%-0:1 --640 ~-1980/01/1401:00:0i-O-L 1980/01/1403:00:00 --3---I --Q.02 -----67~ 0.1 _ _§it__ j--1980/04/2816:00:00 . 1980/04/2912:00:00. ___ 21 -_---0.02 ·--_§_7.12% 0,1 --------- 642 , 1980/os;o2 11 :oo:oo 198o/os/o2 13:oo:oo 3 o 02 67 23% 1o.1 __ :..s_43_ ___ j _ 1980/05/08 11:00:00 _ : 1985755/iO ~6:00:00 _ L--_ 54 ==--~--0 02--_ _ 67.33%-__lQT-__ -----__ --_ 644 1981/01/1211:00:00 1981/01/1213:00:00 3 0.02 67.43% 0.1 ------s45 ----1981/03/1o 18:oo:oo --· -----,-gaif63;1o 2o:oo:6o-----3 -002 ----67.5~ o.1 ------- 646 --~)03/14 13:00:00 --., --1981/03/1415:00:00 [;_ 3-----0-02 67 64% 0-.1------ 647 1981/03/18 17:00:00 += 1981/03/1819:00:00 3 0 02 67 75% 0.1 648--1981/04io2 o5:oo:oo ---i981/04/0213:oo:oo ------9 --o 02 67 85% ~ ---- 649 1981/04/2618:00:00 ·---1981/04/26 20:00:00 ' 3----0.02 67.96% 0-.1- 1/13/2016 1:45 PM 14/21 Excel Engineering Rank Start Date End Date 65() __ i ___ 1981/Q5/01 12:00:00 ____ ~1/05/011_4:00:00 ! 651 ---1981/10/1_.1 07:00:00 ___ t·-1981/10/1.1_09:00:0_Q _____ · 652 . 1982102117 02:00:00 1982102/17 04:00:00 t -653 ----t-1982103/28 20:00:00 - -1982103/29 05:00:00 - -654 ! 1982104/04 12:00:00 --1982/04/04 14:00:00 - ~ _ _!982109/16 11·oo:oo l-__ _1!.!821_Q9/17 16:oo·oo • __ 656 :_____ J 1982110/26 07 oo·oo 1982110/26 09:oo oo ~ 657=--f 1983/01/18 11 00:00 --1983/01/19 12:00 60 - 658 1983/0172215.00:00 --1983/01/23 15:00.00 659___ -1983/01/24 19:00:00 -1983/01/2519:00:00 6-so_ ---l----1983103/2-8 08:oo:oo -i 19_8--3/03i281o:oo'oo 1· 661 1983/05/01 09:00:00 1983/05/02 11:00:00 -662 -1983/0S/OS 09:00:00 HlS3/05/06 11:00:00 ---663--. -1983t08to6 o5:oo:oo -~--1983/08106 o7:oo:oo ~~~ -T-~::;;~~;~~ ~~:~~:~~ ---=-~:;;~~;~: t1~:~~:~~--1. 666 1983/11/18 00:00:00 1983/11/18 02:00:00 -~~~ f--= 1~:;;~~~~1~:~~:~~ _-I -~~;;~~;1~t~:~~:~~ ) ~~~ --=--~ -~:~~n;1~ ~~:~~:~r-=r-1:~:;ar1T~~:~~:~r---t 671 +-1985/01/07i1:00:00-: 1985/01/0S05:00:00 . 672 1985/01/28 15:00:00 i 1985/01/29 05:00:00 673 1985/02103 22:00:00 • --1985/02/04 01:00:00 674 ---.. ~5/03/27 07:00:00 --1985/03/2815:00:00-- --==-~;r=t= -1~:;;~~;6~ 1~:~~:~~ -r==-1~;;~~;~~ 1~:~~:~~ 677 1986/02117 os:oo:oo I 1986to2t17 o9:oo:oo -678--1986/02123 07:00:00 ---1986/02123 09:00:00 --679 1986to3t6T 08:oo:oo 1986/03/01 1 o:oo:oo -:_ _ S8Q---:i 1986/10/Ti_ 0_8:00:00 1986/10/1111:00:00 681 ----r--1987/0210512:00:00 1987/02/0515:00:00 - -682 -- 1 --f987/03/05 2o:oo:oo ----T987/03t061i:oo:oo 683 1987/03/15 09:00:00 1987/03/1513:00:00 :_ ···::~.·-. 1:~i7~~:gf-} . 1::;;~~)~~ ~~:~~:!-___ -[ 686 1987/11/02 05:00:00 1987/11/02 08:00:00 ---687 --1987/11/1722:00:00 ---1987/11/1800:00:00 -r 688 --1-1987/12111 06:00:00 _ I 1987/12/11 08:00:00 -= 689 . =+--J987/1211919:00:00 :___ . _ _!987/12/19 22:00:00 690 ' 1987/1212912:00:00 1987/12/30 08:00:00 _-691 _ -i=.J988/04/180S:OO:OO -_ ---T98B/04/1807:o6:00- 692 ' 1988/05/29 07:00:00 1988/05729 09:00:00 693____ 1988/11/1012:00:00 i988li1i1112:00:00 694 ' 1988/12122 23:00:00 1988/12/23 03:00:00 i '695 ---+-1988/12127 23:00:00 1988/12/2814:00:00 - ----696___ -1989/0110716:00:00 1989/01/0719:00:00 1/13/2016 1:45 PM Duration 3 3 3 TO 3 30 23~=--i 25 -t 25 -3 27 3 3- 7 22 3 3 3 3 '4 -,9 15 4- ---33 --5 4 4 3 3 4 4 22 5 27- 7 4 3 3 4 21 3 3 25 5 16' .r -I -I -+- peakFiowStatisticsPostMitigated.txt Peak Frequency Return Period 0.02 68.06% 1&0 1 · o.o2 68.17% · o:1 '002 j 68.27%-0.1 -- a:02 __ ! --68.3~ o.1 0.02 68.48% ---;o:1 0.02 68.59% ~ --= f:~~ -t ~:::~~: [t'---=--- 0.02-I --68.90% -'6.1___ --- Q.Q2. 69.01-.;;-10. i - 0.02 -~--69.1~ -0.1--- 0.02 69.21% 0.1 ----0.02 69.32% --~ -0.02 69.42% ~ -----0.02 . 69.53% . ~ ---o:-62 69.63% 0.1- 0.02 69.74% 0.1 0.02 -69.84% -jQ]__ -a:-62 -1-69.95% 10.1__ o.o2 I, 7o.o5%-o-.1- o.62 -7ll:'fs';~ --o:1 0.02 70.26% ----o.-1 0.02 ' 7. 0.37% -~0.1 ----0.02 -1--70.47% 0.1 0.02 ! 70.58% - -0.1---- 0.02------70.68% ___ 0.1 0.02 -70.79°/o -v.{ 0.02 ___ _7"()_,89~ __ _JQ,1 0.02 -70.99% 0.1 6.02---71.10% ---0.1 0.02 71.20% ----:o.1 ~:~~ ---;~:!~~-=foi 0.02 71.52% i 0.1 ~:~~ -~}~;~ . . li 1 - 0.02 -71.83%----,0.1 -- o:02 71.94% --o.1 - ~:~ ~~:~gif. j%. ~-== o.o2 1 72.25% o.1 0.02 72.36°/o &! -- -0.02 . 72.46% ---~ 0.02 72.57% 0.1 0.02 72.67% 0.1 o.o2 n.n% 'aT 0.02 72.88% 0.1 15/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date , End Date Duration Peak Frequency Return Period 697 1989/01/23 20:00:00 -+--1989/01/23 23:00:0Q __ I 4 _QJJ2 _ 1 ___ ]2.98% _j.gJ ·-__ 698 --1989702!o2 o7:oo:oo 1989/02/0212:0o:oo -6 __ Q,0_2_ .~··· 73.09°/o__ :o_.1_ .. ·--__ _ 699------t-1989/05/14o7oooo i·--1989/05ifsiO:oo:oo-,-28 oo2 ( 7319% '01 -----mo --+ --1990/01to2oiooioo ; -------1_99oto1/0213:oo:oo _ t-7 --o~02-~--73:3o';;--ili~r-_ --.- -----ro1 -----1990/01/1311:00:00 ~ 1990/01/1414:00:00 -28 1 ---iJ.o-2--. -73.40% -'0.1 --------- -· ?()£__ I _ _1990/01/1814:00:00 ---1990/01/~:00:00 --+--3 ,_ Q.02 ·y -73.51o/o__IQJ_ _ __ ]0~--l ~1/03/1_320:00:QQ__ . __ 1991/03/1322:00:00-_;-3 0.02 73.61% 10.1 704 1991/03/1514:oo:oo 1991/03/1518.oo·oo 5 -1-o 02---73.72o/;---o-.1-- 705-·--1991707/3112:00:00--t-1991/07/3114:00:00 ~-_ ___1 - -0.02 -~ -73.82°/;-.---o:-1-- -7os _ --+----1991/1_211911 :oo:oo J= 1991/12119 14:oo:oo 4 --:_-o.o2 _ _ -73.93% --_JJ.1_ __ 707 I 1992101/03 09:oo:oo 1992101/04 os:oo·oo --~ o.o2 1 74.03% ~0.1 --ZQ!l__ _j____ 1992/02/10 01:00:00 1992/02/10 09:00 00 9 ' 0.02 + 74.14% 0.1 709 1992/03/2913:00:00 ~--199270372915:0000 ~ 3 ~-F -D.02 --, -74.240;;;--o::r-ffO 1992/03/3115:00:00 _ ~2/03/3117:00:00__ _;! _-0.02-----=----______?4.35o/o -~·0.1 -_-__ ---- --yfl 1993/02/26 19:00:00 1993/02/27 00:00.00 6 0.02 I 74.45% 0.1 --712 1993/12/1417:00:00 1993/12/1510:00:00 ---18 -+ -0:52--74.55% t·1 --- 713 1994/02/20 12:00:00 ~ -1994/02/21 09:00:0_0 -+ 22 0 02 74 66% 0.1 714 1994/11/1011:00:00 1994/11/1016:00"00 -6--002 ---7476% 0.1 -715 1995/01/21 03:00:~ -1995/01/2108:00:00 ----6 - -0.02 7487%--~--- ---7~ -1995/05/0113:00:00 ---1995i05/011S:OO:OO ---3 0.02 -74~97°;. --iii--=-= ~- ~ 1995iT2713oG:OO:OO 1995t12/1312:oo:oo- 1 __ r --o.o2 _ _75.08% _J.9J. __ _ _ 718 1996/01/16 20:00:00 ~96/01/17 01:00:00--' 6 --0:02 75.18% 0.1 719 , 1996/02/0312:00:00 1996/02/0315:00:00 I 4 0.02 75.29% 0 1 720 1-1996/02/1214:00:00 1996/02/1216:00:00 ----1-3 0.02 -. -t 75.39% lff~·:·1~ =. -_ -721----;--i996703i0418:oo:oo f 199sto3to5-o2:oo:oo 9 E o:o2 --r_ ?S:5o% 722 _ ·-1996/04/18 03:oo:oo _ _ _ 1996/04/18 07:00:00 _ _:::_r 5 _ 0.02 _ 75.60%_-~ 723 1996/1oto111:oo:oo 1996/1oto113:oo:oo 1 3 · o.o2 75.71% o.1 724 1996/10/02 20:00:00 1996/10/0318:00:00 23 ---~· 0.02 I 75 81% l(j 1 -725-------1 1997/01/0205:00:00 -1997/01/0314:00:00 ---34 0.02 ~ 7592% 'j:Q:,1 726 1999/01/3111:00:06 ---1999/01/3113:00:~ t-3 -0.02___ 76.02% 0.1 --727___ 1999/04/0116:00:00--_ _1999/04/01 22:00:00 7 0.02 --76.13%--0.1-- -728-i -----:r999/04/0621:00:00-1999/04/0713:00:00 --17 _ o 0 .o 0 2 2 -__ tr--7 7 6 6 .2 3 3 40 ::-o --~00.11 --_ -729-jl--1999/06/02 02:06:00-+-1999/06/02 1 i :00:00 --10 J' " 730 1999/06/04 00:00:00 1999/06/04 03:00 00 4 _ _ _ _Q,O~---76.44% _ ____,Q, 1 __ 731 ·--2ooot11i1oos:oo:oo 2000/11/12oo:oo·oo -t-41-__ _g0._o022 _ 7766._5645°0~.00 . Jlo·._11 .. 732-~.L2001'04710is:oa:oo , 2001/04/1021:00:00 _ 4 ,. 733 2001/12/20 20:00:00 2001/12/21 22:00.00 2.7--F-0.02 76.75% 0.1 ~ 2002/0211718:00:00 -L 2002102/1800:00:00 --7---· -0.02 76.86% --;0.1 -- 735 2002103/17 21:00:00 2002103/18 05:00:00 + 9 0.02 76.96% 0.1 736 _ _ 2003/11/12 os:oo_:QQ_ _ -20537H713o?:oo:oo __ -· _· 26 , 0:02 , -7. 7.o'Fx;--_~·o:1-_:_- 737 2004/04/17 14:oo:oo , 2004/04/1716:oo:oo --3 -r~~_:o0._o022__ ---r 77.17% o.1 --738--' -2004/12/0805:00:00 -I 2004/12/0811:00:00 ----7 I . --=Z?-28% ,,,Q,_1_, ~= --739--·--2005/03/0410:00:00-~ '2005/03/0S06:00:00-L--2-1--,----0:02 _____ , 77.38% -w0.1 -~ ---2006/03/03 15:oo:oo-· -2oo6to:l1o3 18:0o:oo I " o.o2 77.49% o.1 _____H1 ---+ _2006/12/1621:00:00 -L-2006/12/1706:oooa___ 1Q _ L 0.02 77.59% 0.1 742 2006/12/2211:00:00 2006/12/2213:00 00 3 L__ -Q.02 --77.70%-Q.f--743 ~--2007/02713 08:6o:oo-2007/02114 00:00:00 --17--0.02--77.86';~ b~ .... 1/13/2016 1:45 PM 16/21 Excel Engineering Rank Start Date End Date 744 2007/02/19 03:00:00 L_ __ -2007/02/19 11:00:00 745----2007/04/23 00:00:00 2007/04/23 03:00:00 2008/01/23 20:00:00 2008/01/24 22:00:00 748 2008/02/14 15:00:00 --2008/02/14 17:00:00 -]_7-44 __ 76 -='-j-2007/l0/13 09:00:06---_ f---211'07110/13 .!_2:00:()()_ 774509 -I 1951/10/07 07:00:00 ---1951/10/07 07:00:00 __ I ---i952J04/281o:oo:oo 1952/04/281o:oo:oo 1 -751 --~ -19521o9J19 15:oo:oo 1952io9J19 1 S:oo:oo-- --752 t 1953/03/2010:00:00 1953703/20 10:00:06 -753--1953/04/22 00:00:00 1953/04/22 00:00:00 754-1953/04/30 oo:oo:oo --~-------1953/04J3o oO:oo:oo 755 -r· _ 1953./11/200.7:00:00 1953/11/2010:00:00 756 1953/12/04 10:00:00 1953/12/04 13:00:00 -757 ---1955/01/01 23:00:00 Hl55/01/02 03:00:00 758 --' -1955/04/2611 :00:00 ----1955/04/26 14:00:00 759 1955/11/2116:00:00 . 1955/11/2119:00:0_0_ . 1 76 60 1 _I__ 1955/12/01 2o:oo:oo 1 __ .. 1955/12/01 23:oo:oo t 1955/12/07 02:00:00 1955/12/07 05:00:00 . 762 .. 1956/04/11 14:00:00---1956/04/11 15:00:00 763 j --1956/04/27 63:oo:oo -----:r956/041271 i:oo:oo- 764--1957t10/1111:oo:oo----1957i167TI14:oo:oo- -765 1957/11/0518:00:06 1957!Ti!OS19:oo:oo 766 1957/11/1417:00:00 1957/11/1421:00:00 7 7 6 6 7 8 -___ I_ ----,g57i11/1602:00:00----19S7/11/170f:OO:OO l 1958/03/31 oo:oo:oo -1958Jo3/31 o2:oo:oo -769 1960/03/2310:00:00 -='+ 1960/03/2312:00:00- -770 r-1960/041:23 08:00:00 . --1960/04/24 09:00:00--- 771 1961/03/15 14:00:00 1961/03/1515:00:00 .. 772 1961/10/08 17:00:00 1961/10/08 17:00:00 773 ---I ------,g62/02/26 12:00:00 -I --1962/02/26 14:00:00 j L i -774 i -1962103/20 o8:oo:oo --1 19627o3J2o o8:0o:Cio--- 775------,.962!05/2712:00:00 l962/05/2l15:00:00 r 776 --I---T962l06/15 15:oo:oo -T962106/15 15:oo:oo- 777 I 1963/03/15 05:00:00 1963/03/15 07:00:00 778----1963/04/0811:00:00 --1963/04/0811:00:00 l.- 779 -~-1963/06/11 14:oo:oo-1963/o6i1114:oo:oo 1 -780 1963/10/16 10:00:00 r --1_963/10/16 14:00:00 781 ----1963/10/18 64:00:00 . 1963/10/19 03:00:00 782 I 1963i11io618:oo:oo , 1963i11i0619:oo:oo 1 -783 -1 -1963/12110 oo:o-o:oo-~: ·.-._-~. 6.3. 712J1oo;,:o_o:oo )_ 784 --196.:iroi71s19:oo:oo--1964to1t18 21 :oo:oo ---785 1964/0211511:oo:oo -1964/02/1513:oo:oo -----yas ----1964/02/29 06:00:00 ,---1964/02/29 08:00:00 787 788 789 790 1964/03/13 00:00:00-. -1964/03/13 02:00:00 1965/03/06 23:00:00 1965/03/07 01:00:00 1965/04/13 00:00:00 -j --i 965/04/13 03:00:00 1965/07/30 01:00:00 1965/07/36 01:00:00 1/13/2016 1:45 PM Duration 9 4 4 27 3 1 --1 1 1 1 i 4 4 5 4 4 4 4 2 9 4 2 5 -24 3-- 3 26 2 1 3 r 4 1 3 1 1 5 24 2 3 3 3 3 3 3 4 1 peakFiowStatisticsPostMitigated.txt Peak Frequency ·Return Period J 0.02 77.91% ~1- 0.02 78.01% fu 0.02 ' 78.12% 0.1 I - -K~~ ~--~ i~:;~~~-1~:1 = 0.01 78.43% -~,1 - . -. ~0:.~0+1 --j ~7~8~:.7~4~;0° ~: ~ - 1 -M1 78.85;o ----+&1 --- ~ ~~ -__ l___ ;::~~~: -To:1 0.01 79.16% :i- 0.01 ·t-. 79.27% ·--0.01 79.37% '0.1 --0.01 ---y§,41.l% 0.1 0.01 79.58% 10 1 om 79.69% jQj: ~~ 0.01 79.79% 0.1 ~:§t ~~~~~~: -~r -~=--o:o1 - 1 80.10% 0.1 ~:~~ --c :~:;~~: ---~000 .. 111. --- 0.01 80.42%- 0.01 1. -!!0.52% 0.1 0.01 80.63% ---0.1 0.01 80.73% _ _10.1 -o.-o1 80.84% o.1 -l~i T--iHi~-iT-~ ·- 0.01 81.26% 0.1 I 0.01 --j -81.36% -~0· .1 0.01 81.47% 0.1 ---0.01 ------sT.-57°/o -0.1- -0.01 -81.6S0/. ---0.1 ---- Q0-1 81.78% -m.1 0.01 81 88% 0.1 0.01 81 99% 0.1-t.g~ --= i :~ ~~~ --W:l-- ---0.01---82.30% 0.1 -------- 0.01 -82.41o/o i{)'f 0.01 82.51% _jQj__ 0.01 82.62% fn} -0.01 82.72% -o.1 17/21 Excel Engineering pea kFiowStatisticsPostM itigated. txt Rank Start Date End Date , Duration Peak Frequency Return Period 791 t--1965/09/1618:00:00 -~ ___ 1965/09/1712:00:00 t-.~ ---+· _ _.2:()1__ ·r· .. 82.83'&__ ~·o.1 792 1966/01127 09:00:00 1966/01127 09:00:00 1 0.01 . 82.93% 0.1 793 _____, ~6/02!10 19.oo:oo-_f-196670211o 2o:oo:oo 2 --·----G.01 ------s3.04% --0.1 -794____ ~670272501:00:00 1966/02/2501:00:00 ----,-t o.01 ·-I --83.14%--0.1 795 -- 1 · 1966/03/02 11 :oo:oo -, ~6/03/02 11 :oo:oo --~ --1 -o:01 ----83.25% -w.,------- 796 1967/03/29 o7·oo:oo 1967/03/29 o9:oo.oo _ 3___ o.o1 I ~35% WJ ___ _ -797 ___ 1967112/0800.00:00 1967/12/0811:00:00-12 0.01 --t-83.46% 0.1 798 ---1967112/16 17 00:00 -1967/12/1617:00·oo·---·F--1 --+,--001 --+ ------s3 56%-O.i ---------- -799 r:-196B/01/2Boo.oo:oo ~8/0i72803:00:0o--=-1.:.::::-_ ~o.0!=-::-+=-1 B3.6s~_::_---rn-1o.1-----=-~ _--= BOO --+--_ 1968/12/20 14:00:00 1968/12/20 14:00:00 1 0.01 83.77% 0.1 801 -I 1969/02/2823:00:00_G_1969/02/2B23:00:00 -1 -~ -0~~ 83.87% ___ o:-r-------- 802 1 1969/03/09 03:00:00 1969/03/09 03:00:00 I 1 l= 0 01 83 98% 0.1 -. 803_-=-=. 1 19697037100S:OO:oo--1969/.03/1021.00.00 ==t. _ .-1_7 -.=-.. --~ 001 .-=.r-84.08% fo:T. ----. ---804 1969/05/05 12:00:00 1969/05/0512:00.00 1 0.01 84.19% _][T -----aos--· 1969/05/0614:00:00 1969/05/0614:00:00 ---1 ---0.61 --84.29% 0.1 .-80S---1969111/1521:00:00 -1-_. 1969/11/1523:00:()()---3------- 1 o.o,--84.40% ---;a,--------- -ao1. _ . 1970/04/16 23:oo:oo 197o/o.4/17 o1·:oo:oo =t· .· ~ -. _ o~()1__ t a4.so% __ 1~ 1 ~~---:::r ____I_[Z0/04/2711:00:00. 1970/04/2713:00:00 - _ _3 --' ---Q,Q1_ -__M_61% ~1 __ - ------- 809 1971/04/26 05:00:00 -+--1971/04/26 08:00:00 4 0.01 84 71% 0.1 =]~~ i-~:~~;~~~~ ~~:~~:~~ -·· _+ .. --~:_~~;~~~~ ~!:~~.:~[= .1· .. _-l=--t -~:~~ ~--= tJ_-__ :::~~~:-~-i~ ----:-__-=-- 812 I 1972/01/09 09:00:00 I 1972/0110911:00:00 3 0.01 85.03% 01 813 1972/10/17 07:00:00 L _ _____1jl72/10/1707:00:()Q___ ' --1___ __.2:0_! ---8513% __ IQJ_ ---------814-1973/03/04 04:00:00 1973/03/04 06:00:00 . 3 0.01 85.24% j.1 815 --T 1973/03/21 22:oo:oo -·--1973703T2200:0o:OO --:----3 o.o1 -------a5.34%-0.1 ------:Jf ____ !_~:~~;~~~!~~:~~:~~ ---+-_ ... ~:~~;~~;~!~~:~~:~~--=-tr --~ . ~:~1 ==~---r-:;::;~~-~+=----=------- 818 1975/01/30 1a·oo:oo _ 1975/01/30 19:oo:oo_ 2 +-__ o.o1 -.-. I -.-. a5.65%_ ... ~o.1__ __ _ 819 I 1975/02/1407"00:00 1975/02/1409:00:00 3' I 0.01 t 85.76% 0.1 --a2il-t---1975/04/2509:oo:oo 1975/04/2511:oooo -1 3 1-Q.Oi --·---ss:as% 0.1 --· --- --8~------1-976/05/0701:06:00 . ~ 1976/05/0703:00.00-3 0.01 -'---s5.97%-0.1 ··-· ---.- '----a22--; 1976/06/01 09:oo:oo I 1976/06/01 11:00:00 -__ 3 -i-_ _-_Q,oi_-::::-::-__ 86.07% -~~o.,__--_~ _ --823-1976/06/1010:00:00 T 1976/06/10 12:00:00 3 I 0.01 ~ 86 18% 0 1 ___ 824 ~_1976/06/3017:00:00 -~ .1976/06/3019:00:00 _ -~--~-0.()1_ __ 8628°1o__ QJ_ ________ _ 825 1976/11/2711:00:00 ' 197611112713:00:00 -r--3 0.01 86.39% 0.1 ----:---+--===-=r -~~:~~:~~ _-r_--. ~ --J-~-~~ ----==r· :~::~~ =-J~:~ ----=---~ --=-- ~--~-1977/07/20 10:00:00 -1977/07/20 12:00:00 --1 3 .--. --0~51 --86.70% lo:-r---- - 829 • 1977/07/2212:00:00 I 1977/07/22 14:00:00 3 o 01 86 81% 0.1 ----s3o ____ -----,g?7707/2713:QO:oo---1977/07/2715:00:00 -·-3 --=. r 001 --I ----a691% ~-1 - - - - -831 --. 1977/09/0507:oo:oo . . 1977/09/0509:0o:oo---3 -~ -oo-1---8702%-6T 832 =1 . 19l7/09/0922:0Q:00 ------=-i9777091f000:00.00 + -----=-_3 . -. -0.01 -=r-87.12o/;--OJ. .. ~ 1977/10/0519:00:00 --t ___ _1277/10/05 21:00:00 __ j --3_ 0.01 --__ ___!!Z.23% __,.Q.1 __ _ 834 1978/09/16 12:00:00 1978/09/1614:00:00 ' 3 0.01 ' 87.33% 10.1 _ _I!:JL .. -1.978112/01_19:00:00_ 1978/12/0121:00:00 l 0.01 -~. -.87.43%_ jQJ 836 1979/01/2515:00:00 1979/01/2517:00:00 3 0.01 87.54% 0.1 837 1979/05/0711:00:00 --------=r979/05/07-13:00:00 --3 ---0.01 ---87.64% -~6.1 ____ ----- ... --~~~~~~~~~----------------------------------------------------------------------------------------------~~~---·· 1/13/2016 1:45 PM 18/21 Excel Engineering Rank Start Date i End Date 838 1979/08/19 15:00:00 -1 1979/08119 17:00:00 -~9-1--1979110/04 23:00:00 --1979110/05 01:00:00 840 1979ii1104 23:00:00 197911116501:00:00 ____ 841 __ __r-19Soto1767 os:oo:oo 1980/01107 1o:oo:oo s42 19soto3/1s17:oo:oo 19soto3!1819:oo:oo 843 1980/04/01 16:00:00 1980/04/01 18:00:00 -844 · 1980/04/21 03:-oo:oo [ ---1 1 9 9 s 8 o 1 t 1 _o 0 4 1 1 1 2 1 i 1 o 0 5 9 ::o 0 0 0 _:: __ o 0 _Q 0 _ - 1 .-_ -845 1981161111 o7:oo:oo- -846 [ -l981111it-613:00:_o_o_·---=r----~ -19811fi7161S:OO:OO ---847___ ---19'81112121-02:00:00 -198111272104:00:00 848 --1982102/0S13:oo:oo---1982102tos15:oo:oo- 849 :± 1982104/11 20:00:00-1982104111 22:00:00 -85o 19s21o5tos 14:oo:oo ) -1ila21o5to6T6:oooo- _8s_1 ---1982106117 13:00:00 --1'982106117 15:00:00 -852 _J_ 1982109115 07:00~ --1982109115 09:00:00 853 I 1983/0l/05 09:00:00 1 -wa3/01!05 11 :oo:oo-- 854 ____ • 1983/01117 06:00:00 1983/01117 08:00:00 j 855 ~4)01104 1S:OO:OO 1984/0110418:00:00 s 8 5 5 s 7 -~-__ 1 1 9 9 .s 8 4 4 t 1 o 021 11 1 1 0 5 0 1 5 1.:·o 0 -o 0 -::o 0 o 0 ~-=-i· --T984to1i1610:0o:oo t 1984/02110 07:00:00 -j s 8 5 5 s 9 ____ -__ 1 -_ 1199s844-t1o171t10158 -01~7::o0o0::o0o0 _ -·--i984/07t15T7:oo:oo -,--~ -1984111108 OS:OO:OO 860 1984/11123 06:00:00 1984/11123 08:00:00 ssT-----19s5t02120 2o:oo:oo ----1985/02/20 22:oo:oo I ---862 1985/04/2118:00:00 -1985/04/21 20:00:00- ---~~! --r-~~:~;~~;~~ ~§:~~:~~---1 --~~:~;~~;~~ ~~:~~:~~ -~ 865 198611110513:00:00 1986/1110515:00:00 --~~~ : __ r-~~:~;~~~~ ~~:~~:~~ -1 ~~:;;~~~~ ~~:~~§g - --ass -i--1987to21152o:oo:oo-1987t0211S22:oo:oo -869 1987to21i818:oo:oo-----19s7t021182o:oo:oo- 870--j -19s7t08114 io:oo:oo--i-1987tosl1412:oo:oo -j 871 1987/10/23 07:00:00 1987110/23 09:00:00 __ 87.?__-:_j -T9s711 0/28 _o1 :oo:oo 19B?ti 0/28 o3:oo:oo -873 ---1---198711 !114 02:00:00 -i 98711171404:00:00 874 --1--1988/02129 22:00:00 T9ssto3/01 oo:oO:oo -----s75 - -1989/01105 19:oo:oo -i9s9to11o5 21 :oo:oo ~ . j-____ 1989/06/04 Q7:00:00 1989/06/04 09:00:00 -!, 877 1989111126 11 :00:00 -1989/11126 13:00:00 8713---, ~1t210111:oo:oo 1989112/0113:0o:oo _ _:_ 8 s 8 7 0 9 1 1 9 9 9 9 0 ot 10 o 5 1 1 12 1 _ 3 2 1 1 7 1.:·_ 0 o 0 6 .. ·. 0 o_ 0 o ____ :_ 1 --199oto1122 i3:oo:o6- -1990/05/13 19:00:00 ss1 199otost15 os:oo:oa --1990tost15 16:oo:oo 882 1990/12120 08:00:00 1990/12/20 10:00:00 -883--1991/01103 22:00:00 __ L 1991701/04 00:00:00 -884 1991103111 03:00:00 I 1991103/11 05:00:00 1/13/2016 1:45 PM Duration 3 3 3 3 3 3 3 3 3 3 3 3 3 3- 3 3 3 3 is 3 3 3 3 3 3 3 3 3 3 3 3 :3 3 3 3 - 3 3 3 3 3 3 3 3 3 3 3 3 1 I Peak 0.01 0.01 0.01 o.OT o.oi 0.01 0.01 0~01 iJ.OT 0.01 -o.oi 0.01 0.01 0.01 0.01 0~ 0.01 0.01 0.01 6.01 0.01 -0.01 0.01 o.oi o.oi 0.01- o.oi 0.01 0.01 0.01 0.01 -0.01 0.01- 0.01 o.Di o.oT 0.01 -0~01 0.01 6~01 0.01 0~61 0.01 0.61 0.01 0.01 o:oi- peakFiowStatisticsPostMitigated.txt Frequency Return Period -~;i;;. --@± - 87.96% '0.1 88.17%-sa.os% - 1 o 0 .. 1 1 - ---1--~~H~~!-_:__ : ~:l__::_ :::~~;. -t~:i ----1 aa:69% -IT--t-ss.so% -· 1 0.-1-- 88.90% 0.1 ---+_-_ -89.01% --Q.T- ~ :~:~1~: _:__:__l~:t-=_:_ -r --s9.32';. --io.1 - 89.42% 0.1 -----:~:~~;. ~_]i--_ j -__ 89.74% _ _Q.1 __fl!l._84~_ t1 -89.95% 1 90.05% 1 --'90.16% -0.1 90.26% jQ.1-----r---: _ _90.37% -J_(j.t_ ----::_:__ - 90.47% 10.1 90.58% 0.1 r 90.68% 0.1 -~~:~~;. -ro±-_:_--._-_:_~---= ----, -90.99%-0.1 t ---9TI6o/, ---,0 1 __ 91.20% __ jo:1_ I' -_9911 .. 4311'~,' 0.1 " --lo:T ----~~ :~~;. 'fB:: --=---= j_-~~:~;~ -=JK~ -=- 91.94% -0.1 + 92.04% 10 1 92.15% -To: 1 -- ---92.25% 0.1 92.36% lQJ. -92.46% -JQJ_-1 - 92.57% 0.1 19/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date , End Date Duration Peak Frequency Return Period -=--=--_~8~8~675 -~--~t ~::~;~~~:~l:~~:~~-j-1::~;~~~:~~:~~:~~ --+-+: ~-1 ~:~~-= c :~:;;~: _--i~:~~-_----=--:~ __ t992105/06 00:00:00 -,~ --t992105/06 02:00:00 ·==--r--3 0.01 -+ -92.88% --+0.1 888 1992105/17 iB:OO:oo-t~-~ 1992705717 20:00:oo---~ --~3 ---o.ill --92.98% --_10.1--------- -889 -1 1992110/3022:00:00 -1992/10/3022:00:00 ---,------ll.Of --~--93.09oJ~ -Q.1- 890 ----199211210406:00:0Q__ L_ 1992112/0412:00:00 =r· -7~-~ --_ _Q()I__ -~3.19% ~-1_ -~ 891 ' 1992112111 22.00:00 1992112/12 00:00:00 3 ; 0 01 ' 93 30% 0.1 -=-~892-i 1993/01/0208:0o:oo + _t993/01/0215:0o:oo--= 8 -1 -=._oo1 =1"_93.40%-=0.1~~=-=- 893 1993111/23 o2.oo:oo --i 1993/11123 o6:oo.oo 5 I o.o1 93.51% o.1 -~894 -1993/1211905:00:00 -tl993/12/1907:00:00 -~t -3 ~-· -~ 0.01 - -§3.610;. --10.1 - -~ --1994/04/24 o5·oo:oo 1994/04/24 09:0o:oo l--5-1 o ill -93.72% -0.1 - 896-i'-1994/04/2521:00:00_ 1991f04/2720:00·0Q___ --~8 --~ -~01_ --+-~82% __ 10-1__ - 897 1994/11/1612.00:00 1994/11/1612:00.00 f 1 0.01 ' 93.93% 0.1 -~898--_:-1994/11/18o6.oo:oo __ 1_ 1~94/1171808:00:00 _ _:_-_ 3_-="i = o.o1 ~= t· __ -94.o3%=,o.1_ --- --899 ---+ __1995/11/0123:00:00 ---=-r_ 1995/11/0123:00:00 -·-_1_ ~-~ •~-_QJ)1 __ ~ ~4% -_;QJ_ ~-- 900 1995/12116 01:00:00 1995/12/16 03:00:00 ~ 3 ' 0.01 94.24% 1~-~ ~Q1__ __ 1996/01/2514:00:00-'I __ 1.996/01/2517:0-0:00 __ __i_ _ 1 , O_,QI_ __ _ 9435•1o__ j.g4 _ 902 1996/1213117:oo:oo I 1996/1213119:oo:oo . 3 0.01 1-94.45% 0.1 -~~r -t :~~~~~= _ ---=--::~~~~;~~~~:gg:g~ -~----~-~-~-~ -g:~t---+-~~ -~ig:t--- 905 --·-1997io4J0318:oo:oo -+ 1997704703 21:oo:oo - - ---4--om -, -94.76%-o:1 ----906 1 -1998/-01/0318:0o:_o_o -_-f-__ 1998/01/042o:oo:oo-~-~27 -0.01 ~-~ T ~.87% -lO_,-~-- 907 1998/04/13 20:00:00 1998/04/13 20:00:00 + 1 0 01 l 94 97% -1~·1 ~ --~~~---+= ::;g~!:::~r----r:-: :::~;~~;~~~~:~~:~~ --= ;-=+ =--~-~: =t. :;:~~~: -,~:~ ~=~ --= -910 · -199870873f2i.oo:oo -~· -~199870873121:00:00 -L-T -=-~ O.Q1 _:_-95.29% ~ 10:1_-_-_ 911 1998/09/03 11 :aa:aa 1998/09/03 11 :aa:aa 1 -1 r a.a1 95.39% 10:1 912 1998/11/111o·oo:oo 1998/11/1123:oo·oo 14 j o.o1 _ 95.50% _ 0.1 913 __ 199871271919·00:00 -~-1998/12/1922:00:00 -1-~ 4 -~-_ _Q.01 ___ l -95.60% t0,1· -_-__ 914 1999/01/20 11:oo:oo £ 1999/01/20 19:oo·oo 9 -+ o.o1 · 95.71% --t;;:; ~;~-=-!-=~ =~=~r-~~~;:~~:~~ j ~ ~ -----'-_ K~: ~~1 =~~~:~~~! -=-j~:i _ -=----=~ 917 --1-1999/03/11 l3:0o:oo-_-~--1999/03/1. 1 17:00:00-----5--, --_ o:or_ ---96.o2•io -_lo.f-- - 918 1999/03/1511:00:00 1999/03/1513:00:00 :l__ __j 0.01 +=-96.13% 0.1 919 ~--1999704709~00:00:00~ ___J_ -1999/04/09 02:00:00 -=r~ ----~ 3_ __ -0.01_=~ 96.23!• __ --~o.i _ 920 ---r--1999/07/1811:00:00 1999/07/1811:00:00 1 j 0.01 96.34% 0.1 921 --. -2000/02116 20:00:00 ----t--+----2000702117 21:00:00 -26 ---0.01 -;--96.44~-D.T - 922 ~_--_ ~-2-ooo1o2128 2o:oo:oo --2ooo1o2/28 2o:oo:oo -- --_ -1 --o.o1 -I 96.54% -1.1 - 923 ' 2000/09/23 00:00:00 2000/09/23 03:00:00 -~1 4 0 01 J -96 65% 0.1 --924 ___ ---_-_ 2001/01/08 17:oo:oo --+~-200170170820:00:00 -=.j =-__± =--T-=._ o 01 _-=96.75% o_,_C~ 925 I 2001104121 o9:oo:oo 2001i04/2115:oo:oo 7 I -o.o1 96.86% o.1 --~~ :~~-~-~-~~=;~;-----+= ~gg;;:¥tHr~-r--~-J __ r---~-g:~}~ ---~ ~~;~;~ -~~~~-----=-= -_-__ 928 ' 2002103/24 00:00:00 2002103/24 00:00:00 1 ' 0.01 97.17% 0.1 929 2002104/15 1o:oo:oo 2002104/15 12:oo:oo j 3 o.o1 97.28% lo.1 _ 93o-t=-2oo21o4/2414:oo:oo_:_ t-2oo270472416:00:iio-~ _.3 1-----o.o1-------97.38% _ ~- 931 2002104/2614:00:00 ' 2002104/2616:00:00 3 ' 0.01 97.49% 0.1 '!J.IP ,.., ,,., ----~~~~~~~------------------------------------------------------------------------------------------------~~~---·~ 1/13/2016 1:45 PM 20/21 Excel Engineering peakFiowStatisticsPostMitigated.txt Rank Start Date End Date I Duration Peak Frequency Return Period 932 l ___ __g(J(J2fa5/2a ~:()a:O() -----2aa2/a5/2a 23:aa:aa ! t a.at 97.59% a.t -933 2aa21a9/29 t8:aa:aa 20a2/a9/29 t8:a_O:OO_ -T----o.at 97.7a% D.T 934 j-~021t2129 20:06:aa ---~ 2aa21t2/29 22:aa:aa -3 ---o.at 97.8a% ·~ ·~·. -=!-~~ ---_ • ~~~~;~~;~~ ~~:~~:~~ ----1 -2aa3/a5Ja3 2a:aa:aa-3 a.at 97.9t% 2aa3/tt)at t2:aa:aa -1 a.at 98.at% a.t 937 ----i= 2aa3/tt/a3 2a:aa:aa 2aa3/tt/a4 a2:aa:aa 7 a.at 98.t2% a.t ~= ~:3l! _ gaa3Jtt/t6 a(oo:aa - -~-2aa3/t1)t6 1t:aa:aa· Tt a.at 98.22°/o -a.t-- 939 ! 2aa3/t21a8 a3:aa:aa -2aa3/t210B a3:aa:aa t a.oT 98.32% ---rr -94a --., -2aa4Jaiia3 aa:aa:aa ·-20a4Jai Ja3 oa:a6:aa t a.Oi 98:43o/o ------s41--. -2aa47021t8 t7:aa:aa f -2oa4;a2Jt8 2a:oa:aa 4 o:oT 98.53%-a.t -942 r-~04/a3/26 a9:oa'oo ___ -2aa4/a3/26 t4:06'06 6 -I ·a.-at 98.64% a.1 943 2aa4/a8/3a 2t :aa:aa 2aa4/a8/3a 2t :aa:aa t ~-a.at 98.74% ]0.1 944 -~5/at/28 t6:0a:ao --t 2a05/at/2S t6:ao:Oo t o:o1 98.85% a.t 945 ___ --2aa5/a212S a8:aa:aa . --2aa5/a2125 t a:aa:ao --3 a.ai 98.95% OT- --94§_=-------+-2aa5/a3/t9 a5.ao:aa 2oa5J03J2a a6 :a-o:oo 26-c.-at 99.a6% w.F----947 2aa5/t21a3 at :aa:aa 2aa5/t2/a3 a3:aa:aa -3 a.at 99.t6% t 948 2aa6/a3/a7 at :aa:aa 2aa6Ja3Ja7 a4:aa:aa 4 t a.at 99.27% ,a.t 949 I -2aa6/a3/t7 2t :aa:aO· -2606/a3/t8 ta:aa:-aa t4 a.at 99.37% OT--- --950 f~ -~aQ_6Ja4Jt4 t4~oa:oo __ 2a06/a4/tS i 2:aa:ao 23 a.a1 99.48% -O.t 95t 2aa6/tt /27 tt :aa:aa 2aa6/tt )27 t4:00:aa 4-o~at 99.58%-~ --952 2aa7/a9/22 11 :aa:aa -2aa7/a9/22 t6:aa:ao 6 a.at 99.69% ---953---2aa8Jat122 a5:oa:a6 -., 2a68/at/22 a8:aa:ao 4 o-:of 99.79'/~ 954 j__ 2aa8/at/29 a2:aa:aa ;>aa8/at/29 ();>:aa:aa t a.at 99.9a% -~~ -End of Data----------------- 1/13/2016 1:45 PM 21/21 Excel Engineering ~ CJ -! ra 0:: ~ 0 u:: 2.0 1.5 1.0 0.5 0.0 -0.5 Flow Duration Curves Pre Developement Post Developement Un·M~igated Post Developement Mitigated ~ 010 (1.828cfs) •••••. • • •• • ••• • • ••• • •.•••••••.• •............ • • • • • • • . . . ~ Olf(0.1360cfs) Flow Duration PreDevelopement=365(days)x24(hr/day)x0.144(%)=12.6(hours/year) Flow Duration Unmitigated PostDevelopement=365(days)x24(hr/day)x0.262(%)=23.0(hourslyear) Flow Duration Mitigated Post evelopement=365(days)x24(hr/day)x0.074(%)=6.5(hours/year) 0.00 0.05 0.10 0.15 (%} Percent Time Exceedance ........ 0.20 I I I I Excel Engineering Compare Post-Developement Curve to Pre-Developement Curve post-developement SWMMfife:Cf\141141 OOIGPiPIGP2\SWMM\OutfaTI B_16.01.121141 00-MIT-B.out post-developemenltime stamp: 1/12/201610:04:53 AM ---------ComparedtO:---------------------- pre-developement SWMM file: Q:li41141 OO\GPIPIGP21SWMMIOutfaTfB_16.01. 12\141 00-PRE:B:Out p_re-developementtime stamp: 6/30/2015 12:34:18 P~ -----r .,o ""' ~% ~ ~ ,.,_<l. <[P' o\o q_o"' '<'o~ ,_,_<::>"'_. I q_o"' ~ -~t-~~~ --~:~~ 2 ' 0.03 ----0.78 -3--· ~-o53 -- ~ ------~--~:~~ t' --~:;;_ -- 6 0.07 0.20 7 --0.08 -0.17 s_ _---:1=---::-QJJs --o.14 9 ' 0.10 0.12 10 0.11 ----0.11 ~~ -,-----_(JJ_g_ . i---0.09---13 +-~:i~ ----~:~t~~ 14 1 0.15 0.06 ---15 ; o.T6--0.05 16 0.17 ' 0.04 17 0.18 0.04 18 ----0.19 D.03 - - -=!! -~T~-!-1 -g~ --- --23 1 0.24 0.02 -;~ --·j ~:~~----=-~:~; -26 0.27 --0.02 27 0.28 0.02 -;~ ~:;~ + g:~ 30---0.32 -~ ---0.01 :IT -~-0.33 --o:oi 1/13/2016 1:45 PM 0.21 0.21 -- 0.20- o.2o 6.20 0.19 0.18 0.18 ()~17 0.16' 0.16 0.15 0.15- 0.14 0.14 0.14 0.14 0.13 0.13 0.13 -0.12 -- 0.12 0.12 0.12 ill' o.H - 6.11 0.11 0.11 0.10 0:10' 0.69 FALSE FALSE- FALSE --FALSE FALSE FALSE FALSE TRUE - TRLfE TRUE TRUE - TRUE TRUE TRUE TRUE -TRUE TRUE TRUE TRUE TRUE TRUE- TRUE TRUE TRUE TRUE TRUE tRUE TRUE TRUE TRUE -TRUE TRUE FALSE FALSE FALSE -FALSE FALSE- FALSE TRUE FALSE -FALSE FALSE- FALSE FALSE FALSE --FALSE FALSE FALSE- FALSE FALSE FALSE FALSE FAlSE FALSE- FALSE FALSE--- FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE flowDurationPassFaiiMitigated.TXT TRUE Pass-Qpost Below Flow Control Threshold TRUE -Pass~ Qpost Below Flow Control Threshold __ _ TRUE ----;pass~ Qpost Below Flow Control Threshold __ _ --TRUE i Pass-Qpost Below Flow Control Threshold TRUE-Pass-Qpost Below Flow Contrclf Threshold -- TRUE Pass-Qpost Below Flow Control Threshold FALSE Pass-Qpost Below Flow Control Threshold FALSE Pass: Qp6st Below Flow Control Threshold FALSE --Pass-Qposi BeiOW Flow Control ThreshOld-- FALSE ____ -TF,-ass-Opost Below Flow Control Threshold FALSE ----'Pass-OJ)ost Below Flow Control Threshold FALSE Pass-Qpost Below Flow Control Threshold FALSE ---, Pass--Qposi Below Flow Control Threshold -- -FALSE 1Pass: Post Duration< Pre~--- FALSE Pass: Post Duration< Pre Duration FALSE --Pass: Post Duration< Pre Durailon-- FALSE Pass: Post Duration< Pre Duration FALSE Pass: Post Duration< Pre Duration --FALSE , Pass: Post Duration< Pre Duration - ---FALSE . fia.sS:POStollration < i='reoura.tlOrl FALSE Pass: Post Duration< Pre Duration -FALSE Pass: PostDuratlOri::: Pre ot..iration- c"'~ __ §-' Oo_s_t_ -Duration < Pre Duration _ FALSE Pass: Post Duration< Pre Duration FALSE -PasS: Post Duration< Pre Duration FALSE Pass: Post Duration< f'ire Duration FALSE Pass: Post Duration< Pre Duration FALSE Pass: Post Duration< Pre Duration FALSE Pass: Post Duration< Pre Durat'1on FALSE ---Pass: Post Duration < Pre Duration - FALSE -·Pass: Post Durall0i1<Pii!Duration FALSE I Pass: Post Duration < Pre Duration 1/3 Excel Engineering flowDurationPassFaiiMitigated.TXT __ 32-~-~-o~,~~~--ff--_ -~0~.0~1_ 0.09 ~-----FALSE FALg: I Pass: Post Duration< Pre Duration 33 0.35 1 0.01 0.09 TRUE FALSE FALSE Pass: Post Duration< Pre Duration 34 0.36 1 0.01 0.08 TRUE FALSE , FALSE Pass: Post Duration< Pre Duration 35 0.37 0.01 0.08 TRUE FAL·S· E .. -.-~_ FALSE. .-.. 'Pass: Post D.u. ration< Pre Duration 36 0.39 6 01 0.08 TRUE FALSE FALSE 1 Pass: Post Duration< Pre Duration 37 0.40 ~~, --o:o1 6.67 -TRUE FALSE ----~LSE ----Pass: Post Duration < Pre Duration -38 0.43 --,-0.01 0.07 fRUE FALSE . FALSE. Pass: Post Duration< Pre Duration 39 0.45 o.oi -0.06 --TRUE-FAlSE-----FALSE --Pass: Posi Duration< Pre Duration 40 0.46 0.01 0.06 TRUE FALSE ~ALSE I Pass: Post Duration< Pre Duration ------;rr---0.47 -0.01--_----o.66___ TRUE FALSE FALSE Pass: Post Duration< Pre Duration 0° I '0 00 '0 '0 +~ "0 c,0 ' +~ +~ o\<f' w0 <v""' <v""' o\<f' o\<f' o\o ~ ~«:' o\o o\o /.-,._., ,c:s ' J< 0"" 0"" ,.} o" " '«."'" '<'0 ,._., ,._<J <J ~0 +~ o" q_o" «-'"' o\~+ o\<f' <y+~ I o\o ----.w-0.48 0.01 ----o.os-TRUy-----~--FALSE-·Pass: Post Duration< Pre Duration ---43___ o:49 __ Q.Of___ 0.06 -TRUE FALSE FALSE 1fiass: 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 --t-FAUfE Pass· Post Duration< Pre Di.miiiOn --------- 48 0.57 0.01 _ _Q.OS tl -TRUE _____ FALSE - ---= F·A. LSE. __ ---Pass: Post Duration< Pre Du.@.\1_011 ______ _ 49 -0.60 0 01 0.04 TRUE FALSE j FALSE Pass. Post Durat1on < Pre Durat1on 50 0:62 -~-~-----. 0.04-----TRU-E FALSE ·I FALSE IPa.ss: Post Duration< Pre Duration 51 0.01 0.04 TRUE FALSE ' FALSE Pass: Post Duration < Pre Duration ---s2 J, -~--0.03 TRUE ---FALSE--FALSE Pass: Post Duration< Pre Duration 53-0.01 -Q.03---... TRUE FALSE FALSE Pass: Post Duration< Pre Duration 54 -O~Oi 0.03 TRUE . - - - -FALSE ------r-----FALSE --Pa$s; Post Duration< Pre Duration ·55 ----o:o1 - -·· -0.03 --i TRUE----FALSE· I -FALSE I Pass: Post Duration < Pre Duration 56 0.01 0.02 TRUE FALSE FALSE Pass: Post Duration < Pre Duration 57 0.01 0.02 TRUE FALSE , FALSE Pass: Post Duration< Pre Duration 58 6.01 -0.02 · -----rRDE FALSE ' FALSE Pass: Posi Duration < Pre Duration 0.01 ----Q.02 -TRUE -~-~-~LSE -Pass: Post Duration< Pre Duration 0.00 0.02 TRUE FALSE u---FALSE ·Pass: Post Duration< Pre Duration 61 I --0.00 0.02 3=-TRUE-·----f'ALSE-FALSE 'Pass: Post Duration< Pre Duration 62 1 I t=-1 00._o0o0 . ___ . 00._0022 -. _ __ TTRRUUEE_ FFAALLSSEE _ FF_AALL~SEE_ _ Pass: Post Duration < Pre Duration 63 i ----+--~~-Pass: Post Duration< Pre Duration --'60'4o---+-~c-?o-o.oo ~-0.02 - ---_ TRU~ _ FALSE ----+ __ FJ\L~I:::-Pass: Post Duration< Pre Duration --65 -. 0 00 0 01 TRUE FALSE FALSE -Pass: Post Duration< Pre Duration - -66 ----o:oo ---------o:o1·---TRUE. FALSE. 1 FALSE -- -Pass: Post Duration< Pre Duration ... 67 0.00 0.01 TRUE FALSE I FALSE Pass: Post Duration< Pre Duration !! +-~~c._-+--~:~~ ____ Ul ii---~~~~L~~ _j--~~ ~~i---~:::. ~~!l g~;:::t~i~t--------·~7':'-1--+-0.00 0.01 TRUE FALSE , FALSE Pass: Post Duration< Pre Duration --~~~~~~~~~------------------------------------------------------------------------------------------------~~---"" 1/13/2016 1:45 PM 2/3 Excel Engineering l> I l>: ~ .. ""' ""' w0 «f <v-'t' ,._<l. ~«:' ,,, ,,, <l.o"' «.'0 I ~0~ 0~ ~ <} <J.'0 ().0 72 ----1.20 ~--~o:oo 0.01 --73 --1.36 --0~00 o.lff 74 1.54 I 0.00 0.00 75 2.04 0.00 0.00 1/13/2016 1:45 PM '0 ,0 +~ ty+~ ,,~ ,,, ,._t-,__.., o"' o"' +~ +~ ,,~ ,,~ TRUE-FALSE TRUE--FALSE TRUE FALSE TRUE FALSE ,.., '0 +~ ,,~ ,,, ,<:s ' flowDurationPassFaiiMitigated.TXT o'> +~ o\~ -FJ\Lsi: FALSE FALSE FALSE Pass: Post Duration <Pre Duration ----~ass: Post Duration < Pre Duration Pass: Post Duration < Pre Duration Pass-Qoost Above Flow Control Uooer Limit 3/3 Excel Engineering USGS9217dPre.txt file name: Q:\14\141 OO\GPIP\GP2\SWMM\Outfall 8_16.01.12\14100-PRE-B.out tirrliSt~~p: 6/~_Q!201512:34~~-~ PM ____ ------------------~~------ ------DISCHARGE -----' Number of periods when dischargewas equal to or greaterthan DISCHARGE column but less- ----------------------------I -------------------------------- b"' "&-~<:;; J><Qo ~IQ i...~ IQIQ v<Q !lJ«:-'li o~q_IQ .,._c,«l IQ<v-'r-# u ~ r._{?o:' ~'QIQ<.. q_IQ.._,o l ~ -<.."- v ~ ~ ~ ·----------~~-------~ ----- 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 ___ I 14 995 0,_1_980 _ -----~ .... :~'"'~ --L---_-_ !~ -_--__ --------1-- 1 -__ ------~-i~! _------i-~--~---:~ii~ ---___ _ 0.08 -+-48 892 ---------0.1770 -JJL_=-:1 ~~=)i --t~ -~ ~F~~=--t~ li--= -=~~ -~----t~ . ---370 . f1~ --~--+=-----~~ ~ :~~ =~-- ------0.1~ -____ .L___ !§_______ _ _____ 705--=i------_Q.140_Q _____ _ 0.16 _ _1_!___ .. ________ 690 --~-------0.1:370_ 0.17 --+--9 679 0.1350 0.18 --------=+-------18-==-- -------~~-670----_______ QJ330 --- 0.19 +--~ - -------652 -_().1300 0.20 7 627 0.1250 ------·· -------------------------~ r-----~~:-=~--+-----=t---~J--~m~ -- ~:~~ ---~t----~-t=~------;~~---1---==--=-~:~~~~ -=== ---K~~ --------9----------------~ --=-=--~j~~ ~~~ ----=-~~= o.~---~,-~--------537 0.1070 0.30 _J -------30 ----------520 --_ -1 -0.1030- ----~--L_=---_ _ ~o __ -=-~---1--::~ ----+--------=_--_ ~:~~~ ~------------~:;~ ----=r---*--------:~; ·--+--~:~~~~ - ------6:35--_____ -_--22-~~Q---===-----t-___ ...Q.91EQ _____ _ 0.36 15 418 . 0.0830 ---------------------------------------··-·· -----!1! ---~--.. -f-k-.-~--=-------·--~==---__ !-!---=~~---_-= r--~----mE ----=--~ 0.42 6 335 0.0670 -=~---~::~ ---_ ~-1 __ -~ -:---------+----~ ~~--i!L~~------=~----l~ii~ ~=--=~ -0.46--5 - --307 . ---------0.061_Q ___ ----- 0.47 7 302 0.0600 ---~::~ : ----~~~~:r---=-~--f~==-~:~;~~ =------ ___ 0.50 7 279 -~--.. ----0.05-50 ------------------------------------------- 0.51 --~------_!:}_______ 272 0.0540 ----0.52 -----t 14 --------263 ------~05~Q _______ _ 0.53 3 249 0.0490 1/13/2016 1:46PM 1/3 Excel Engineering ~(0 b"' ~._,o «:-'li ~0 (0 ~Oj <} o:' q,'-~ Q'c; ~§ 0.54 2 0.55 8 0.56 I 9 0.57 4 0.58 t 11 0.59 7 0.60 6 0.61 5 0.62 l 4 0.63 14 0.64 6 0.65 6 0.66 6 0.67 r 6 0.68 -! 4 0.69 9 0.70 6 0.71 3 0.72 ·-' 6 0.73 I 4 0.74 2 0.75 1 0.77 I 2 0.78 1 0.79 j 3 0.80 2 0.81 1 0.82 2 0.83 4 0.84 3 0.85 6 0.87 1 ', : ----1 0.88 I 3 0.89 2 0.90 4 0.91 2 [ 0.92 1 0.93 4 ----------0.94 4 0.95 5 0.96 4 0.97 1 0.98 1 0.99 2 -1.00 1 1.03 1 1.04 1 1.05 I 3 + 1.07 1 1.11 3 1.12 1 1.13 1 1.15 3 1.16 3 1.17 1 1.19 2 1.20 2 1.23 1 1.24 1 1.26 1/13/2016 1:46PM ~~0:, q,Q:j +v b"'v; ~._,o ~0 ~ "'~ 246 244 236 227 223 212 205 199 194 i 190 l 176 170 164 158 i I -152 ! 148 139 133 130 124 120 118 117 -1-115 I 114 ' 111 109 108 106 102 99 93 -j_ 92 I 89 87 83 81 80 76 - -72 67 63 62 61 59 j 58 J 57 56 53 --" 52 i 4 ·-49 48 47 44 41 40 38 36 35 34 USGS9217dPre.txt 0.0490 -------0.0490 0.0470 0.0450 0.0440 --- 0.0420 0.0410 ------0.0400 0.0390 ---- 0.0380 0.0350 0.0340 0.0330 0.0310 0.0300 0.0290 ----0.0280 0.0260 0.0260 0.0250 0.0240 0.0230 0.0230 0.0230 0.0230 -----0.0220 0.0220 ---- 0.0210 0.0210 0.0200 0.0200 0.0180 ---· 0.0180 -------0.0180 0.0170 0.0160 0.0160 0.0160 0.0150 -------0.0140 0.0130 0.0130 -------0.0120 0.0120 0.0120 0.0120 0.0110 0.0110 0.0110 ------- 0.0100 0.0100 0.0100 ------ 0.0090 0.0090 0.0080 0.0080 0.0080 0.0070 0.0070 0.0070 2/3 Excel Engineering USGS9217dPre.txt ·~~ 0.~ ~ ;._,o rz,lli ~lli ~+0 d-0.~ e:' ;._,o ~ i ~lli _ _ _ ________ ~v _ j __ ~cl __ 1.31 1 33 ---------------r------------------------- 1.32 _____ I 1 ____ ___1£ __ ___,_1.~3..._6 ---------1 31 I +---- 0.0070 ----------0.0060 --------- 0.0060 ----------1.~ 1 ~ 0.0060 ------------------------1.41 1 29 0.0060 -----------------------------1.47 4 28 0.0060 ------------- 1.48 2 24 0.0050 ---=:!--~i_ -~~:t ------~ii--==t-~ 1.65 1 18 0.0040 1.66 -------------2---- --17-0.0030 ~ :;~ --=~---j -=-~ ---. = --=-~ ~ -~~~~----~ ~-==-¥o§~g -1~ --~~~-~t ~--~~-4----+~-----11 -TI?---~ _____ -------l _ __ F----§ _:---~= __ o.o61o ul:!---• __ I -=---~~~ • ••••--•!•-=-~~---tun --+-~-----t~i~_------ ------------End o~·~~ta-----------~~---------1 +=~=~=-1 --===~ 0.0000 1/13/2016 1:46 PM 3/3 Excel Engineering USGS9217dPostMitigated.txt [)_lJ~ration Ta~I~Sllr:nmary ~!Project l:)isc_harge Poif11 _ fife name: Q:\14\141 OO\GPIP\GP2\SWMM\Outfall 8_16.01.12\141 00-MIT-B.out time~~rT!p: 1/12!201~_1Q:04:53AM - DISCHARGE t--Jumber of perioc:Js when disc~h!i'"ge wasequi!l to orgreC!tEll" !han DI§)_(;HARGEc;()ll.Jrnn but less 0.00 ----~ 0.01 0.02 0.03 0.04 --------0.05 0.06 0.07 -~-- 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18 0.19 0.20 0.21 0.22 0.23 0.24 ------- 0.25 0.26 0.27 0.28 0.29 0.30 0.32 ~----- 0.33 0.34 0.35 0.36 0.37 0.39 0.40 0.43 0.45 0.46 0.47 0.48 0.49 -------- 0.51 0.52 0.53 0.54 0.57 0.60 0.62 0.64- 0.67 1/13/2016 1:46 PM f I I i i -i o"' ;._,o ~0 d-e' ~ ~v 492034 4046 r 3070 ----1218 841 561 271 168 I 116 I 110 I ~-~ 85 68 - 56 52 44 40 49 24 25 15 21 13 11 12 6 5 3 3 3 1 4 2 1 t 1 1 2 1 2 4 1 3 2 2 1 2 1 1 2 1 1 3 1 ~~c., ol> 0q; rz,l?i <v+o e,<v+o o"' -<..~ i..,o ~q; ~ <b> ve, "'~ ~rz,<:. 503047 100.0000 ---- 11013 2.1890 6967 1.3850 3897 0.7750 2679 0.5330 1838 0.3650 1277 0.2540 1006 0.2000 838 0.1670 ---~ 722 0.1440 ~----- 612 0.1220 . ~ - 527 0.1050 459 0.0910 403 0.0800 351 0.0700 -~-- 307 0.0610 267 0.0530 ------218 0.0430 194 j 0.0390 169 0.0340 154 I 0.0310 133 0.0260 120 0.0240 109 .I 0.0220 97 ! 0.0190 L 91 I 0.0180 86 0.0170 83 0.0160 80 0.0160 77 0.0150 76 + 0.0150 ----72 0.0140 --------------70 0.0140 69 0.0140 68 0.0140 - 67 0.0130 65 0.0130 64 0.0130 62 0.0120 61 0.0120 57 0.0110 56 0.0110 53 I 0.0110 --+--51 0.0100 49 0.0100 48 0.0100 --------46 0.0090 45 0.0090 44 0.0090 42 0.0080 -------- 41 0.0080 40 0.0080 37 0.0070 36 0.0070 1/2 Excel Engineering USGS9217d PostMitigated. txt ~~CI.J !Qqj «l b~ i..'o ~qj ~ "'~ -----. --j .. ------------ __ Oc0-.~69:--\ 2 35 0.0070 0.70 2 33 0.0070 -------i ----------~ ------ii----==---+ -;;-=------1 o.ao ----T------' -24 ------o.oo5o -!----=r--=!-=-~l~J=--=--r~ -lt __ * ______ ---.. ~ t -----~~ -" --:~:-:~::-:~=-";-::-~------l ===Ji -----~----1 -~----__ 1, ---~--====r=---~!- ~:~ 2 -T -----.--___ 00020 -------nr~~==~ T -~ -~ =----==~-=--! ---1 --~~-~ ~:~~~r----- ~ :;~ =r -~ ---r--------; r --~:~~~~ ----- --_ 2.04 --~--~= ~-=-~~~=T·-==-==J -~--=::_-:-_:_ ___ Q,QOOO ------------End of Data-----------------! 1/13/2016 1:46PM 2/2 Excel Engineering END OF REPORT 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 I 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 PONDING NO INERTIAL DAMPING PARTIAL VARIABLE STEP 0 . 7 5 LENGTHENING STEP 0 MIN SURFAREA 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 DRY ONLY NO [RAINGAGES] ;; ; ;Name Rain Type Time Snow Data Intrvl Catch Source --------------'' Oceanside INTENSITY 1 '00 1 0 FILE [SUBCATCHMENTS] ;; ; ;Name Raing age Outlet 232 254 . 25 207 .167 119 09 "R: \Rain gage dat\ALERT station at Oceanside (Sensor ID 67) .dat" Oceanside IN Total Pent. Pent Curb Snow Area Imperv Width Slope Length Pack ;; ----------------------------------------------Basin-A3-1 Oceanside Basin-A3-3 287 235 50 Basin-A3-2 Oceanside IMP-3 0 171 454 50 Basin-A3-3 Oceanside IMP-3 3 475 42 357 1.5 Basin-AS-1 Oceanside Basin-AS-2 .209 0 329 50 Page 1 of 8 Basin-AS-2 Basin-A3-4 Basin-A6-1 Basin-A6-2 Basin-A6-3 Basin-A2-2 Basin-A2-3 Basin-AS-1 Basin-A2-1 IMP-2 IMP-S IMP-8 Bioswale-6 IMP-3 [SUBAREAS] ;;Subcatchment ;, -------------- Basin-AJ-1 Basin-A3-2 Basin-A3-3 Basin-AS-! Basin-A 5-2 Basin-A3-4 Basin-A6-1 Basin-A6-2 Basin-A6-3 Basin-A2-2 Basin-A2-3 Basin-AS-1 Basin-A2-1 IMP-2 IMP-S IMP-S Bioswale-6 IMP-3 [INFILTRATION] ;;Subcatchment ;;-------------- Basin-A3-1 Basin-A3-2 Basin-A3-3 Basin-AS-1 Basin-AS-2 Basin-A3-4 Basin-A6-1 Basin-A6-2 Basin-A6-3 Basin-A2-2 Oceanside IMP-S Oceanside IMP-3 Oceanside Bioswale-6 Oceanside Bioswale-6 Oceanside Bioswale-6 Oceanside IMP-2 Oceanside IMP-2 Oceanside IMP-8 Oceanside Basin-A2-2 Oceanside Divider-IMP-2 Oceanside Divider-IMP-S oceanside Divider-IMP-S Oceanside 7 Oceanside Divider-IMP-3 N-Imperv N-Perv S-Impelv ---------- ---------- ---------- .012 1S 0 012 15 0. 012 0 15 .012 0 15 012 1.5 012 15 012 .15 012 .15 .012 0. 15 012 15 012 1.5 012 15 012 0. 15 .012 15 .012 15 012 15 012 0. 15 012 .05 Suction HydCon 0.2 0.2 . 2 OS OS .05 .05 OS 05 .05 .OS 0. OS 05 OS 05 05 05 .05 05 OS 05 IMDmax 31 31 31 .31 31 0.31 .31 31 31 31 0 956 78 . 1 980 0.3S7 0 233 4S 11 026 71 10214 1 5 1. 968 7 6 1224 40 43S 0 1176 40 2 .007 92 2093 .539 1357 45 529 65. 90 1 5 0. 392 34 0 50 0 084 72 .032 70 0 009 25 301 17 .75 0.066 28 0 S-Perv Pet Zeta Route To PctRouted -------------------- -------------------- 10 25 OUTLET 10 25 OUTLET 10 25 OUTLET 10 2S OUTLET 10 25 OUTLET 10 25 OUTLET .10 25 OUTLET .1 0 25 OUTLET .1 0 zs OUTLET 10 2S OUTLET 10 25 OUTLET 10 25 OUTLET 10 25 OUTLET 10 2S OUTLET 0. 10 25 OUTLET 10 25 OUTLET 10 25 OUTLET 25 OUTLET Page 2 of 8 Bas n-A2-3 Bas n-A8-l Bas n-A2-1 IMP-2 IMP-5 IMP-8 Bioswale-6 IMP-3 [LID CONTROLS] - '' -------------- Bioswale-6 Bioswale-6 Bioswale-6 Bioswale-6 Bioswale-6 IMP-2 IMP-2 IMP-2 IMP-2 IMP-2 IMP-3 IMP-3 IMP-3 IMP-3 IMP-3 IMP-5 IMP-5 IMP-5 IMP-5 IMP-S IMP-8 IMP-S IMP-8 IMP-8 IMP-8 [LID USAGE] ;;Subcatchment IMP-2 IMP-5 IMP-8 Bioswale-6 IMP-3 . 2 0 . 31 .2 .31 .2 .31 31 0. 31 2 31 . 2 .31 0. .31 Type/Layer Parameters -------------------- BC SURFACE 0.0 SOIL 18 STORAGE 18 0. 67 DRAIN 1016 0 5 BC SURFACE 0.0 SOIL 18 . 4 STORAGE 18 0 67 DRAIN 0 3628 0 5 BC SURFACE 0.0 SOIL 18 . 4 STORAGE 18 0. 67 DRAIN 0 25878 0 5 BC SURFACE 0.0 SOIL 18 STORAGE 18 67 DRAIN 0 51137 0 5 BC SURFACE 4 0 0 SOIL 18 . 4 STORAGE 18 0 67 DRAIN 0 86709 0 5 LID Process Number Area IMP-2 IMP-5 IMP-8 Bioswale-6 IMP-3 3659.04 1393 92 392 04 13111 56 2874 96 .1 . 2 . 2 0. 0. 0 Width .0 .1 .1 .1 0. 0 0 0. 1.5 1 5 1.5 1.5 1 5 InitSatur Fromlmprv ToPerv Report File Page 3 of 8 [JUNCTIONS] ii Invert Max I nit Depth Surcharge Depth Ponded Area ; ;Name Elev. Depth ;;-------------- [OUTFALLS] ii ; ;Name Outfall-.r.,_ [DIVIDERS] ; ;Name Invert Elev. Invert Elev. Divider-IMP-2 Divider-Bioswale-6 Divider-IMP-3 0 Divider-IMP-S 0 Divider-IMP-S [STORAGE] ; ;Name Invert Elev Outfall Type FREE Diverted Link Stage/Table Time Series Divider Type Tide Gate NO Parameters Bypass-IMP-2 CUTOFF 1271 Bypass-Bioswale-6 CUTOFF 1271 Bypass-IMP-3 CUTOFF 0 1271 Bypass-IMP-S CUTOFF 1271 Bypass-IMP-S CUTOFF 1271 Max Depth I nit Depth Storage Curve Curve Params TABULAR Store-Curve-IMP-2 Storage-IMP-2 Storage-Bloswale-6 Storage-IMP-3 0 Storage-IMP-S Storage-IMP-S TABULAR Store-Curve-Bioswale-6 [CONDUITS] ; ;Name ;;-------------- Bypass-IMP-2 3 TABULAR Store-Curve-IMP-3 TABULAR Store-Curve-IMP-S TABULAR Store-Curve-IMP-S Inlet Out let Manning Node Node Length N Divider-IMP-2 2 Storage-IMP-2 7 Underdrain-IMP-2 Divider-IMP-2 400 400 400 01 .01 01 Underdrain-Bioswale-6 Divider-Bioswale-6 Outfall-A 400 01 Bypass-Bioswale-6 Dlvide~-Bioswale-6 Storage-Bioswale-6 400 01 Bypass-IMP-3 Divlder-IMP-3 Storage-IMP-3 400 0.01 Inlet Offset Ponded Area Outlet Offset Evap Frac. In1t Flow Infiltration Parameters Max Flow Page 4 of 8 Underdraln-IMP-3 Divider-IMP-3 400 01 6 3 400 .01 400 .01 400 .01 Bypass-IMP-S Divider-IMP-S Storage-IMP-S 400 .01 Underdrain-IMP-5 Divlder-IMP-5 3 400 .01 12 7 Oivider-Bioswale-6 400 0 01 13 14 15 Underdrain-IMP-8 Bypass-IMP-8 [OUTLETS] ;; ; ;Name --------------'' 8 Divlder-IMP-8 Divider-IMP-S Inlet Node Outlet-IMP-2 Storage-IMP-2 2 Storage-IMP-S Outlet Node Outlet-Bioswale-6 Storage-Bioswale-6 Outfall-A Outlet-IMP-3 Storage-IMP-3 1 Outlet-IMP-S Storage-IMP-S Outlet-IMP-S Storage-IMP-S [XSECTIONS] ; ; Link ;;-------------- Bypass-IMP-2 3 Shape DUMMY DUMMY Underdrain-IMP-2 DUMMY Underdrain-Bioswale-6 DUMMY Bypass-Bioswale-6 DUMMY Bypass-IMP-3 DUMMY Underdrain-IMP-3 DUMMY 6 DUMMY Bypass-IMP-S DUMMY DUMMY DUMMY Underdrain-IMP-5 DUMMY 12 DUMMY 13 DUMMY 14 15 DUMMY DUMMY Underdraln-IMP-8 DUMMY Bypass-IMP-8 DUMMY Geoml [LOSSES] ; ; Link Inlet Outlet [CURVES] Average 400 .05 400 400 400 Outflow Height .01 01 01 0. 01 01 Outlet Type Qcoeff/ QTab1e TABULAR/DEPTH IMP-2 TABULAR/DEPTH Bioswctle-6 TABULAR/DEPTH IMP-3 TABULAR/HEAD TABULAR/DEPTH IMP-5 IMP-S Geom2 Geom3 Geom4 Barrels Flap Gate Qexpon Flap Gate NO NO NO NO NO Page 5 of 8 ; ;Name Type X-Value ;;-------------- IMP-2 IMP-2 Bioswale-6 Bioswale-6 Bioswale-6 Bioswale-6 Bioswale-6 Bioswale-6 IMP-3 IMP-3 IMP-5 IMP-5 IMP-8 IMP-8 Rating Rating Ratlng Rating Rating Store-Curve-IMP-2 Storage Store-Curve-IMP-2 Store-Curve-IMP-2 Store-Curve-IMP-2 1 2 4 75 75 .75 75 75 1 2. Store-Curve-Bioswale-6 Storage Store-Curve-Bioswale-6 Store-Curve-IMP-3 Storage Store-Curve-IMP-3 Store-Curve-IMP-3 Store-Curve-IMP-3 Store-Curve-IMP-S Storage StoL-e-Curve-IMP-S Store-Curve-IMP-S Store-Curve-IMP-8 Storage Store-Curve-IMP-S [REPORT] INPUT NO CONTROLS NO SUBCATCHMENTS ALL NODES ALL LINKS ALL .5 .8 Y-Value 24 69 1 77 3.14 45 92 123 19 17 07 96 96 3671 4047 4835 5613 10342 18042 2895 3178 3788 4441 1593 2285 2903 500 750 Page 6 of 8 Subcatchment Runoff Total Precip Run on Evap Infil Runoff Runoff Runoff Runoff Subcatchment Coeff 10A6 in in in in in 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 15 97 4 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 Total Evap lnfil Surface Drain Initial Final Inflow Loss Loss Outflow Outflow Storage Storage Error Subcatchment LID Control in in in in in in in % Bioswale-6 Bioswale-6 16643.61 1366.77 0 410S.42 11178.06 1.8 2.96 -O.OS IMP-2 IMP-2 13901.19 1316.73 0 1274.64 11316.12 1.8 2.78 -O.OS IMP-3 IMP-3 14196.47 1308.0S 0 2010.49 10884.26 1.8 2.7 -O.OS IMP-S IMP-S 14631.81 1322.02 0 12S6.46 120S9.94 1.8 2.84 -O.OS IMP-8 IMP-8 23071.S7 1362.21 0 4428.62 17293.61 1.8 3.33 -0.06 Storage Volume Average Average Evap Exfil Maximum Maximum Day of Hour of Maximum Volume Percent Percent Percent Volume Percent Maximum Maximum Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full Volume Volume CFS Storage-IMP-2 0 0 1 0 2.017 10 16072 6:0S 2.1S Storage-Bioswa I e-6 0.088 0 2 0 41.181 73 16072 6:03 17.77 Storage-IMP-3 0 0 0 0 1.09S 16 16072 6:02 3.11 Storage-IMP-S 0 0 1 0 0.166 4 16072 6:02 0.81 Storage-IMP-8 0 0 0 0 0.041 2 16072 6:01 0.32 Page 8 of 8 Pre-Development Input ;;Project Title/Notes [OPTIONS] ;;Option FLOW_UNITS INFILTRATION FLOW_ROUTING LINK_OFFSETS MIN_SLOPE ALLOW_PONDING SKIP_STEADY_STATE START_DATE START_TIME REPORT_START_DATE REPORT_START_TIME END_DATE END_ TIME SWEEP_START SWEEP_END DRY_DAYS REPORT_STEP WET_STEP DRY_STEP ROUTING STEP INERTIAL_DAMPING NORMAL_FLOW_LIMITED FORCE_MAIN_EQUATION VARIABLE STEP LENGTHENING_STEP MIN_SURFAREA MAX_ TRIALS HEAD_TOLERANCE SYS_FLOW_TOL LAT_FLOW_TOL Value CFS GREEN_AMPT KINWAVE DEPTH NO NO 01/03/1951 16:00:00 01/03/1951 16:00:00 05/23/2008 23:00:00 01/01 12/31 0 01:00:00 01:00:00 01:00:00 0:01:00 PARTIAL BOTH H-W 0.75 0 12.557 8 0.005 [EVAPORATION] ; ; Evap Data Parameters ;;-------------- MONTHLY DRY_ONLY .94 NO .115 .168 .202 [RAINGAGES] ; ;Gage Format Interval SCF ;;-------------- Oceanside IN INTENSITY 1:00 1.0 .225 .232 .254 .25 .207 .167 .119 .09 Source FILE "R:\Rain gage dat ALERT station at Oceanside {Sensor ID 67) .dat" oceanside Page 1 of 5 ... [ SUBCATCHMENTS] ;;Subcatchment '' -------------- Basin-84-2 Basin-84-3 IMP-4 IMP-1 Basin-Bl-1 [SUBAREAS] ;;Subcatchment ;; -------------- Basin-84-2 Basin-84-3 IMP-4 IMP-1 Basin-81-1 [INFILTRATION] ;;Subcatchment --------------,, Basin-84-2 Basin-84-3 IMP-4 IMP-1 Basin-Bl-1 [LID_CONTROLS] '' --------------'' IMP-4 IMP-4 IMP-4 IMP-4 IMP-4 IMP-1 IMP-1 IMP-1 IMP-! IMP-1 [LID_USAGE] ;;Subcatchment --------------,, IMP-1 Rain Gage Outlet -------------------------------- Oceanside IMP-4 Oceanside IMP-4 Oceanside Divider-IMP-4 Oceanside Divider-IMP-1 Oceanside IMP-! N-Imperv N-Perv S-Imperv ------------------------------ . 011 .025 .05 . 011 .025 .05 .Oll .025 .05 .Oll .025 .05 . 011 .025 .05 Suction HydCon IMDmax ------------------------------ 3.5 .052 .346 3.5 .052 .346 3.5 .052 .346 3.5 .052 .346 3.5 .052 .346 Type/Layer Parameters -------------------- BC SURFACE 0.0 0.0 SOIL 18 . 4 STORAGE 18 . 55 DRAIN .2954 0.5 BC SURFACE 0.0 0.0 SOIL 18 . 4 STORAGE 18 .65 DRAIN .1529 0.5 LID Process Number Area 3876.84 Area %Imperv Width %Slope CurbLen Snow Pack ---------------- .147 77.7 547 . 312 0 519 45 .010 10 0.5 .089 20 0.5 1. 723 53 1131 S-Pet-v Pet Zero RouteTo PctRouted ---------------------------------------- .1 25 OUTLET .1 25 OUTLET .1 25 OUTLET . 1 25 OUTLET .1 25 OUTLET 0 .1 1.0 .1 04 .047 2.41 2.22 0 0 0 .1 1.0 . 104 .047 2.41 0 Width InitSatur Fromimprv ToPerv Page 2 of 5 [JUNCTIONS I ; ; Junction ;;-------------- [OUTFALLS] ; ;Outfall ;;-------------- Outfall-B Invert Dmax Invert Type FREE Din it Dsurch Aponded Stage Data Gated NO [DIVIDERS] ; ;Divider Invert Diverted Link Type Parameters Divider-IMP-4 Divider-IMP-1 [STORAGE] ;;Storage Node ;;--------------Invert Underdraln-IMP-4 CUTOFF Underdrain-IMP-1 CUTOFF Dmax Dinit Curve .0081 .0322 Name/Params Storage-IMP-4 Storage-IMP-1 TABULAR TABULAR Store-Curve-IMP-4 Store-Curve-IMP-1 [CONDUITS] ;;Conduit Underdrain-IMP-4 Bypass-IMP-4 1 2 From Node Divider-IMP-4 Divider-IMP-4 2 6 Bypass-IMP-1 Divider-IMP-1 Underdrain-IMP-1 Divider-IMP-1 4 5 To Node Storage-IMP-4 3 Outfall-B Storage-IMP-! 5 Length Roughness -------------------- 400 0.01 400 0.01 400 0.01 400 0.01 400 0.01 400 0.01 400 0.01 .08 0.01 Aponded Fevap InOffset OutOffset InitFlow ---------- [OUTLETS] ;;Outlet From Node To Node CrestHt Type QTable/Qcoeff Qexpon ;;-------------- Outlet-IMP-4 Outlet-IMP-1 Storage-IMP-4 Storage-IMP-! TABULAR/HEAD TABULAR/DEPTH IMP-4 IMP-1 SeepRate MaxFlow Gated NO NO Page 3 of 5 [XSECTIONS] ; ; Link Shape Underdrain-IMP-4 DUMMY Bypass-H1P-4 DUMMY 1 DUMMY 2 DUMMY Bypass-IMP-1 DUMMY Underdrain-IMP-1 DUMMY 4 DUMMY I LOSSES I ;;Link [CURVES] ; ;Curve IMP-4 IMP-4 IMP-1 IMP-1 DUMMY Kin Type Rating Rating Store-Curve-IMP-4 Storage Store-Curve-IMP-4 Store-Curve-IMP-1 Storage Store-Curve-IMP-1 [REPORT[ ;;Reporting Options INPUT NO CONTROLS NO SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] Geoml Kout X-Value Kavg Y-Value 7. 19 7.19 301 451 2178 3894 DIMENSIONS -1166.098 0.000 11166.098 10000.000 Units None [BACKDROP] Geom2 Geom3 Geom4 Flap Gate SeepRate FILE "Q:\14\14100\Prelimgp\Prelimgp2\swmm\14100-POST-Backgound.wmf" DIMENSIONS -1166.098 1651.913 11166.098 8348.087 Barrels Page 4 of 5 Subcatchment Runoff Total Total Total Total Total Total Peak Percip Runon Evap lnfil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10116 gal CFS Coeff Basin-A-l 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-S 670.07 0 1.75 650.28 29.34 0.35 0.33 0.044 Page 5 of 5 Subcatchment Runoff TOTAL Subcatchment Precip Runon Evap lnfil Runoff Runoff Peak Runoff Runoff (in) (in) (in) (in) (in) (10"6 gal) (CFS) Coeff Basin-B4-2 670.07 0 80.58 122.13 S08.52 4.34 0.29 0.759 Basin-B4-3 670.07 0 32.95 547.67 134.08 1.14 0.27 0.2 IMP-4 670.07 20121.35 1002.78 8035.03 11751.81 3.19 0.54 0.565 IMP-1 670.07 8134.39 949.37 S312.74 2541.14 6.14 1.5 0.289 Basin-B1-1 670.07 0 68.38 257.71 387.04 19.67 1.7 0.578 LID Performance LID Total lnfil Loss Surface Drain Initial Storage Subcatchment Inflow Evap Loss Outflow Outflow Control (in) (in) (in) Final Storage Error% (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 8804.46 949.4 5312.94 734.13 1807.1 0.85 1.7 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-I M P-1 0 0 4 0 0.019 0 7660 8:53 0.03 ~ 0::::: 0 o_ w 0::::: 0 w u 0::::: => "'" I 0 c: (/) w 0::::: ()) _j 0 ,.., E (/) ~ 0 ...c ~ (/) => u u (/) 0 u ,. 0::::: z <( 0 (/) => I I I I I I 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 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 users 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, on site investigation is needed to supplement this information in some cases. Examples include soil quality assessments {http://www.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:// offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist {http://www.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 activiti<es 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 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TOO). 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 (TOO). USDA is an equal opportunity provider and employer. 3 Contents Preface .................................................................................................................... 2 How Soil Surveys Are Made .................................................................................. 5 Soil Map .................................................................................................................. ? Soil Map ................................................................................................................ 8 Legend .................................................................................................................. 9 Map Unit Legend ................................................................................................ 10 Map Unit Descriptions ........................................................................................ 1 0 San Diego County Area, California ................................................................. 12 CbS-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 landforms 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 landforms 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. 6 ... Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 33" 8'8"N 33"746"N 470650 ~ Iii !!l ~ N A 470730 Custom Soil Resource Report Soil Map 470810 47CH70 Map Salle: 1:3,260 l pWed a1 A partial {8.5" X 11 "} sheet 0-------4~5======~~------------1~00============~2~ 0~-----1~~====~300~------------&o~============?.~~ Map projedion: 'M!b MEro!tDr Comer CXXJI"di"OO!s: WGS84 Edge tics: UTM Zone 11N WGS84 8 I I I I I I I 33" 7 46"N I 471050 471130 ~ !:l !!l ~ I Custom Soil Resource Report Map Unit Legend San Diego County Area, California (CA638) Map Unit Symbol Map Unit Name Acres inAOI Percent of AOI CbB Carlsbad gravelly loamy sand, 2 8.4 to 5 percent slopes LeE Las Flores loamy fine sand, 15 to 0.4 30 percent slopes MIC Marina loamy coarse sand, 2 to 18.8 9 percent slopes Totals for Area of Interest 27.6 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 10 30.5% 1.5% 68.0% 100.0% I I I I Custom Soil Resource Report MAP LEGEND Area of Interest (AOI) D Area of Interest (AOI) Solis Soil Map Unit Polygons Soil Map Unit Lines D Soil Map Unit Points Special Point Features w Blowout ~ Borrow Pit • Clay Spot 0 Closed Depression ;x; Gravel Pit . Gravelly Spot .. 0 Landfill A Lava Flow • Marsh or swamp ~ Mine or Quarry 0 Miscellaneous Water 0 Perennial Water y Rock Outcrop + Saline Spot .. Sandy Spot . . . Severely Eroded Spot 0 Sinkhole ~ Slide or Slip II SodicSpot ~ Spoil Area 0 Stony Spot Gl Very Stony Spot ~ Wet Spot 6 Other .. Special Line Features Water Features Streams and Canals Transportation +++ Rails ,_, Interstate Highways ,.,., US Routes Major Roads Local Roads Background • Aerial Photography 9 MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,0 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 placement. The maps do not show the small areas of contrastir 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:l/websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercatc projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as th• Albers equal-area conic projection, should be used if more accur calculations of distance or area are required. This product is generated from the USDA-NRCS certified data a the version date(s) listed below. Soil Survey Area: Survey Area Data: San Diego County Area, California Version 8, Sep 17, 2014 Soil map units are labeled (as space allows) for map scales 1:50,1 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 shifl of map unit boundaries may be evident. - 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: 1 0 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 transects 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 H1 -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 duripan 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) (R019XD035CA) 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 flares 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 H1-0 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) (R019XD061CA) 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 H1 -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 FWS/OBS-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 hydric 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://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/soils/?cid=nrcs 142p2_ 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://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs 142p2_ 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=n res 142p2 _ 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=stel prdb 1 043084 16 .. .. .... IIIII .. .. .... 111111 .. .. -IIIII .. .. 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=nrcs 142p2 _ 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=nrcs 142p2 _ 053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/lnternet/FSE_DOCUMENTS/nrcs142p2_052290.pdf 17 "'' ·tl~! i Ji --p.di·h ; /':.4J. :-;l)()li ( December 9, 2011 (H n af 1i l n cti ' riaJ• .. \ ' ¥ H 1 )<.} .::. ~ ~ ~ ; < lflh,· Grand Pacific Resorts, Inc. Project No. 1916-B08 Log No. 11-1452 11111 fn 1 i.l! 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 '~' I r i I :-.qtldl r 5.\7 . .\9'1'1 \ s~~ : .. n .wvo ' I \ lr l "· \ n~l'!t·.; I \.' ltil':l ('«lllll\ H 'thidl' I San B. rnardinn Attention: Subject: Mr. Houston Arnold Percolation Test MarBrisa Phase II Carlsbad, California Dear Mr. Arnold: In accordance with your request and authorization, we have completed a percolation test at the Carlsbad Ranch, Planning Area 5, Marbrisa Resort Phase 2. The percolation test was performed at one location shown in the attached Figure-1. The test hole consist of 6-inch diameter and 48" deep with a 4" diameter perforated standpipe. Soil 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. l..,t;IH.' lli; . .:fn1 d 1 r Gravel was placed at the bottom and around the standpipe then the hole was filled completely with water for the pre-soaking phase overnight. The following day, the test hole was again filled with water to let the soil rehydrate. Test hole was refilled with water after at least 20 minutes. Then the water drop at every 15 minutes was measured and at the same time the hole was refilled with water such that a minimum of 6 inches of water remains in the test hole. The test measurement was continued until the drop rates remain constant. The percolation rate was calculated based upon the last reading, a percolation rate of 27 minutes per inch. [\!t ; l :,j ·L If you have any questions regarding this letter, please do not hesitate to contact our office. Respectfully submitted, MTGL, Inc. Senior Engineer ' Attachment: Figure I -Percolation Location Plan DRIVE i .. \ Approximate Location of Percolation Test ... PERCOLATION LOCATION PLAN MARBRISA RESORT, PHASE 2 Project No. 1916-BOS Date: DEC. 2011 FIGURE 1 /\ BMP SITE PLAN _,// SIWP Nq 15-19 ' '- \ \ "-- ' \ \ \ \ ' \ \ ' ' ' ' \ ' ' ' I l; . . \ \ ,i l; ) \ ' ·. \ ' : . ' \ \ --\ ' i'. ' ' SCALE: ! "=30' ~I r 0 30 ------------------ I 60 \ . \ I I 90 120 ------------------ ------ --------------------------, ______ _ I I I I I I I I DATE INITIAL ENGINEER OF WORK SWMPNO. PARTY RESPONSIBLE FOR MA/NlEVANCE NAAIE BAlJIEE OEf,fl OPAIENT INC. CONTACT: SCOTT AIERRY AOOIIESS.· P. a sox 3711 LA JOLLA CA 92038 PfiONENa 706.717.0815 PLAN PREPARED BY.' NAAIE ROBERT OEN11NO COAIPANT: &Ctz ENC!NEERINC AOORESS.-440 SlA!EPL ESCONOIOQ CA 92029 PfiONENQ 706.745.8188 CERllflCA710N.-R.C.£ 15629 BIIIP NOTES: 1. THESE BI.IPS ARE AIANOATORY 1/J BE /NS7:4Ll£l) PER AIANUFACTIJRER's RECOAIM'ENOAllONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BAIPS ON !HIS SHEET llfTHOUT PRIOR APPROVAL FROAI THE CITY ENC.Will?. 3. NO SUBS1111/110NS 1/J THE MA lFRIAL OR TYPES OR PLANllNC TYPES lltTHOUT PRIOR APPIIOVAL FROAI THE CITY ENC.WE£11. 4. NO OCCUPANCY llfLL BE C!IAN!EO UN11L THE CITY .WSPEC710N SlAff HAS /NSPECT£0 !HIS PROJECT FOR APPROPR!A!E BAIP CONS1l?L!C110N ANO INSTALLA llON. 5. IlEFER TO MAIN!ENANCE ACREEYENT OOC//MENT. 6. SEE PROJECT SWOMP FOR AOOillONAL /NFORAIA llON. S/QVA 11/IIE BMPTABLE ' ' BMP# BMPTYPE SYMBOL CASQA# Ot/AN77TY DRAWING# SHEET#{$} INSPECTION MAINTENANCE FHEOt/ENCY FHEOt/ENCY HYOROAfOOIFICATION & THEA TAlENT CONTROL 0 BIOF!L IRA 110N AREA SVtcMr-i:: I S0-20 !2,269 SF -Q{IA!I!ERL y S£1.11-ANM/ALL Y TREATMENT CONTROL _, 8 PERWOIIS ~ PAYEJ.IENT 50-20 9_386 SF -QUAR!ERLY S£111-ANM/ALL Y SOURCE CONTROL 0 S!ENC/L NA TC-50 !2EA. -ANNUALLY ANNUALLY 0 LANOSCAPE NPJ TC-50 12EA. QUAR!ERLY QUAR!ERLY PLANNINC - 0 S1l?EET,/PARK!NC NA TC-50 12EA. -lfEEKLY lfEEKLY SIIEFPINC 0 SJENC/L NPJ TC-50 12EA. -QUAR!ERLY QUAR!ERLY LECENO IZOJY O/REC110N I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT SINGLE SHEET BMP SITE PLAN MARBRISA PHASE Ill RECORD COPY I PROJECT NO. I I DRAWING NO. I DATE INiliAL DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL INillAL DATE · BMP SITE SWMP NO . 15-19 BAIP 10 / BAIP TiP£ SYAIBOL /AlP-! /AIP-2 /AIP-3 /AIP-4 /AIP-5 /AIP-7 14/P-8 0 0 0 0 BIOR£1EN170N PONO BIOR£1EN170N PONO ' / / 8/0R£1EN170N /////. PONO ·//. /. 8/0R£1EN170N . // PONO . · . 8/0R£1EN170N PONO 8/0R£1EN170N PONO BIOR£1EN1/0N PONO SlENC/LS LANOSCAP£ PLANNING STR££1/PARK/ NC SM"£PING TRASH £NCLOSI/R£ PLAN BAIP TABLE CASOA NO OtJAN11TY ORA/IfNG NO SH££T NO(S) H!1JROAIOOIRCA170N & TR£AlY£NT CONTROL TC-32 2;178 SF 180 C12 TC-32 3,337 SF 180 C12 TC-32 4,508 SF 180 C!2 TC-32 451 SF 180 C!2 TC-32 !,404 SF 180 C!2 TC-32 241 SF 180 C/3 TC-32 750 SF 180 C12 S0-13 1 £A 180 S0-10 13, 4!9 SF 180 SC-#3 !9,000 SF 180 SD-32 1 £A 180 /NSP£C 170N AlAIN !ENANC£ FR£0t/£NCY FR£0tJ£NCY Ot/AR !ERL Y S£AII-ANNtJALL Y Ot/AR !ERL Y S£AII-ANNtJALL Y Ot/AR !ERL Y S£411-ANNI/ALL Y Ot/AR !ERL Y S£Afi-ANNI/ALL Y Ot/AR !ERL Y S£Afi-ANNI/ALL Y Ot/AR lERLY S£Afi-ANNtJALL Y Ot/AR lERL Y S£Afi-ANNI/ALL Y ANNI/ALL Y ANNtJALl Y Ot/AR lERL Y Ot/AR lERL Y lf!II(L y HEEKLY Ot/AR!ERLY Ot/AR!ERLY CHOOSE F1?041 lH£ LIST 8£/.0W FOR COAIPL£17NG lH£ R£LOS IN lH£ INSPECTIONS ANO AIAIN!ENANC£ FR£01/ENCY COLI/AINS: BIAION!HLY q~pol~ M"£KLY ! 17Af£ PER ~R 2 17AIES PER YEAR 3 17Af£S PER YEAR 4 1741ES PER YEAR I i I I J I L I I I I II I ~ ) I l ., \ ., " ... .', SCALE 1": 80' ------0 i1LLA / VILLA 60 VILLA 61 VILLA 62 i1LLA 63 VILLA 64 80 OLOROOF AREA (SF} 7342 7602 7602 7606 5926 !60 SYAIBOL 240 NEW ROOF AREA (SF} 7570 7570 1!004 7570 7570 .120 S'r1.1BOL OLO NEW LANOSCAP£ LANf)SCAP£ AREA (SF) AREA (SF} 5!901 46695 OVA AREA SIZE FACTOR AIIN AREA (SF} f)£CR£AS£ IN INCREASE TOTAL 3607B 41284.00. P£RI.I. AREA 5206 IN IAIP£RI.I. 5206 5.153.94 0.04 206.16 · AREA lH£ BIOSWAL£ YAIP 6 WAS PR£VIOI/SLY SIZ£0 TO HANOL£ lH£ R£0/JIR£0 TR£ATY£NT FZOIKS FOR VILLAS 60-64. SINCE !HIS AREA IS B£1NG R£0£5/GN£0. '£PER411T!EO FOR PHASE Ill, 14/P-7 WAS !)£SIGN£[} TO TREAT lH£ INCREASE IN I!.IP£RAI£ABL£ AREA AS SHOHN IN lH£ TABLE ABOVE !HE O£CR£AS£ IN LANDSCAPE AREA WAS 41UL17PLI£0 BY.O! ANO !HEN BY#% T. !HIS VALt/£ WAS THEN SI/BTRAC!EO FROV lH£ INCREASE IN /AIPERAI£ABLE AREA !.II/L17PLI£0 BY A SIZING FACTOR OF 4% TORNO lH£ R£01/IR£0 SIZ£ OF lH£ BASIN R£WIR£f) TO TREAT !H£ NEW 81//LOING LA IVI.IT. PROP. AREA (SF} 241 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 PLA N PREPARED BY: ~P z;:L£ NAME: ROBERT D. DENTINO /~GNATURE COMPANY: EXCEL ENGINEERING ADDRESS: 440 STATE PLACE ESCONDIDO, CA 92029 PHONE NO. 760-745-8118 OAIA NAAI£ OAIA TiP£ SC-23 LANDSCAPE SC-53 DRIVEWAY SC-25 SIDEWALK SC-28 BI/ILOING SC-27 BI/ILOING SC-28 SIDEWALK SC-31 LANOSCAP£ OAIA NA!.I£ OVA TYPE <::r-.. 44 sr-~n Rl 11/IJ/Nr. 1>1111 l)fNIC <::r-.4? e>rvt= """n sc !8 t<Y~N~OT sc 47 vtrm ~for sc 17 '"A;~or sc !9 I<YAN~OT SC-54 LANOSCAP£ 0/JA NA!.I£ OVA TYPE SC-6! LANDSCAPE SC-62 LANDSCAPE SC-65 SIDEWALK/ FZATHORK SC-67 LANDSCAPE SC-! DRIVEWAY /SIANO SC-2 DRIVEWAY SC-3 PARKING LOT /SLANO SC-7 POOL SC-10 PA110/POOL AREA SC-15 BUILDING SC-37 PARKING LOT ISLAND SC-38 DRIVEWAY SC-39 LANOSCAP£ SC-69 SIO£WALK / FZATHORK SC-5B LANOSCAP£ 0/JA NAAI£ 0/JA TYP£ SC--15 LANOSCAP£ f}IJA NAV£ f}IJA TYP£ SC -60 SIDEWALK 0/JA NAV£ OAIA TYP£ SC-4 HAROSCAP£ SC-6 BI/ILOING SC-64 WT 81//Lf)/NG SC-58 LANDSCAPING SC -70 SIO£WALK StJRFAC£ AlA !ERIAL TIJRF AC CONCR£1E ROOF ROOF CONCR£1E TIJRF SURFACE !.lA !ERlAL ll./1?[ ROOF ROOF :rc LANOSCAP£ AC LANOSCAP£ LANOSCAP£ TIJRF SURFACE !.lA !ERlAL TIJRF TIJRF CONCR£1E TIJRF LANSCAP£ AC LANOSCAP£ WATER CONCR£1E ROOF LANDSCAPING P£RAI PAVERS TIJRF CONCR£1E TIJRF SURFACE TIJRF CONCR£1E St/RFAC£ AlA !ERIAL CONCR£1E ROOF ROOF TlJRF CONCR£1E CERTIFICATION: RCE 45629 AREA (SF) StJRF TiP£ RtJNOFF C 498t P£RVIOtJS 01006 274ft IAIP£RVIWS 1.06 386{, IAIPERVIWS 1.06 1085 !AIPERVIWS 1.06 7.J8i !AIP£RVIWS 1.0C 187< !AIP£RVIWS 1.06 2259t P£RVIOIIS otc 78937.0{, TOTAL: AREA (SF) SURF TiP£ RI/NOFF C I 27U !IS otr- I 7601; /MI" !.Ol 748~ !.OL 442c !.OL !70~ PERVIOUS 0. !L IAIP£RVIWS I.OL 238~ PERVIOUS Ofl 1766] PERVIOUS 0. !L P£RVIOI/S OIL we TOTAL: AREA (SF} SURF TYPE RUNOFF C 23691; PERVIOUS O.fl 978~ PERVIOUS 0. IL 625~ 141P£RV!WS 1.0L 483!. P£RVIOI/S OIL 269.3 PERVIOUS OIL 5924 !41P£RVIWS 1.0L 460~ PERVIOUS Ofl 385{, NA O.OL 12816 !41P£RVIWS !.OC 2013~ !41P£RVIWS t.OL 492.t. P£RVIOtJS OIL 8#1 P£RVIOI/S O.!C !J92C PERVIOUS O.!t #27. !41P£RVIWS !.(){, !!foe /AIP£RV/WS Ott !90609.0/. TOTAL: AREA (SF) SI/RF TYP£ RI/NOFF C 3045 P£RVIOI/S TOTAL: AREA (SF} SURF TIP£ RUNOFF C /AIPERI1WS 3898 141P£RV!WS TOTAL: AREA (SF) SIIRF TYPE RI/NOFF C 8248 1/JPERVIWS 86!6 I!.IP£RVIWS 816 I!.IP£RVIWS 3B/4 P£RVIWS 3231 I!.IP£RVIWS 20725.00 TOTAL: !MIA MAINS TO IN!ECRAlBJ AIANACDIENT PHAC71CES BAIP NOTES: T. 1H£S£ BVPS AR£ VANOATORY TO 8£ INSTALLED PER 4/ANI/FACTIJRER's R£C04141£NOA1/0NS OR 1H£S£ PLANS 2 NO CHANGES TO lH£ PROPOS£0 BVPS ON !HIS SH££T HflHOI/T PRIOR APPROVAL FROAI lH£ CITY £NCIN££R. 3. NO SI/BS17Tl/170NS TO lH£ VA !ERIAL OR TrP£S OR PLAN11NG T'rP£S HflHOI/T PRIOR APPROVAL FROAI lH£ CITY ENGINEER. 4. NO OCCI/PANCY HfLL 8£ GRAN!EO tJN17L lH£ CITY /NSP£C170N STAff HAS INSPEC!EO !HIS PROLCT FRO APPROPRIA!E BAIP CONSTRtJC170N ANO INSTALLA110N. 5. REFER TO VAIN!ENANC£ AGR££Af£NT OOCtJAI£NT. 6. S££ PROLCT SliMP FOR A00/170NAL INFORAIA170N. SOIL TYP£ /AlP NAAIE OAIAxC 8 I /AlP I I II 498.()(, 27,416.0{, 3,860.0{, 10,85/.0t 7,364.0{, !,876.0{, 2;259. ()(, 54124.0{, OAIAxC 2;713.3t 7.808.oc 7,489.0C 4,423.0C 170.2£ 58,336.0C 238.2C !76.8C 2;265.8C ~9C OAIAxC 2;369.8t 978.9C 0,252 ()(, 483.5(, 269.5C 59,241. ()(, 460.5t 0.()(, 12; 816. ()(, 20, 139. (){, 4922C 8-f.!.!C !,392 (){, 4,2 71. {}(, !, !!6.5t If 1123. {}(, OAIAxC OAIAxC SIZE AIIN AREA (SF) PROP. AREA (SF) FACTOR o.o4 1 2;164.98 I 2;178 SOIL TYP£ /AlP NAVE fi l I _SI([ AIIN AREA (SF} PROP. AREA (SF} rA,.IUI!' 0.04 1 3.336.80 1 3,671 SOIL TiP£ /AlP NAAI£ B I /AlP 3 I SIZ£ AIIN AREA (SF) PROP. AREA (SF) FACTOR oo-t. I 4,4#92 I 4,508 SOIL TiP£ /AlP NAVE SIZ£ FACTOR AIIN AREA (SF} PROP. AREA (SF) 41/N AREA (SF) PROP. AREA (SF} I!.IP-8 " AIIN AREA (SF} PROP. AREA (SF} 691.70 750 I I I I RI/NOFF FROAII!.IP£RVIWS OR PAR17ALLY P£RVIWS AREAS CAN B£ AIANAG£0 BY ROU17NG IT TO L/0 AREAS FOR P£RVIOI/S AREAS StJCH AS LANOSCAP£0 AREAS !HAT ORAIN TO AN 1/JP AREA A FACTOR OF .! IS AIUL 17PLI£0 BY lH£ 0/JA AREA. lH£ AI/N/AII/1.1 AREA OF 8/0R£1EN170N FAC/L/17£5 IS !HE SI/AIAIA 170N OF TH£ CONTRIBU170NS OF EACH TR/8/JTARY OAIA ANO !.lt/L 17PL YlNC BY !HE AOJt/SlEO SIZING FACTOR OF 004.