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MONTAVA - PHASE E - TOWN CENTER RESIDENTIAL - BDR220003 - MONTAVA SUBMITTAL DOCUMENTS - ROUND 2 - STORMWATER-RELATED DOCUMENTS
Montava – Phase E Outfall & Detention System Final Drainage Report Fort Collins, Colorado Martin/Martin, Inc. Project No.: 19.1354 November 30, 2022 Prepared For: HF2M Colorado 430 North College Avenue, Suite 410 Fort Collins, Colorado 80524 512.507.5570 Attn: Max Moss Prepared By: MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 303.431.6100 Principal-in-Charge: Jeff White Project Manager: Ryan Byrne Project Engineer: Josh Dickerson Project Engineer: Evan Bednar Project Engineer: George Kiraly TABLE OF CONTENTS Compliance Statement.........................................................................................................................................1 I. General Location and Existing Site Information...........................................................................................2 A. General Description .................................................................................................................................2 B. Location ....................................................................................................................................................2 C. Existing Facilities ......................................................................................................................................3 II. Master Drainage Basin Description..............................................................................................................4 A. Cooper Slough Watershed .......................................................................................................................4 B. Nearby Masterplan improvements ..........................................................................................................5 III. Floodplain Information ................................................................................................................................6 IV. Proposed Drainage Facilities ........................................................................................................................7 A. Drainage Plan ...........................................................................................................................................7 B. Detention .................................................................................................................................................7 C. Low Impact Development (LID) ...............................................................................................................8 D. Ownership and Maintenance ...................................................................................................................8 V. Drainage Design Criteria ..............................................................................................................................8 A. Previous studies .......................................................................................................................................8 B. MDCIA “Four Step Process” .....................................................................................................................8 C. Hydrologic Criteria ...................................................................................................................................9 D. Hydraulic Criteria .................................................................................................................................. 10 VI. Variance Requests ..................................................................................................................................... 10 VII. Erosion Control ......................................................................................................................................... 10 VIII. Conclusion ................................................................................................................................................. 10 A. Compliance ........................................................................................................................................... 10 B. Drainage Concept .................................................................................................................................. 10 REFERENCES ...................................................................................................................................................... 11 APPENDICES A- Supporting Documents B- Hydrologic Calculations C- Hydraulic Calculations D- Drainage Plans Compliance Statement I hereby attest that this report for the final drainage design for the Montava Phase E Major Storm Infrastructure was prepared by me or under my direct supervision, in accordance with the provisions of the Fort Collins Stormwater Criteria Manual. I understand that the City of Fort Collins does not and will not assume liability for drainage facilities designed by others. __________________________________ Ryan D. Byrne, PE, CFM PE Registration: 45903, CO Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 2 | 10 I. General Location and Existing Site Information A. General Description The Montava Subdivision Phase E project site contains approximately 48 acres consisting of Multi-Family, Mixed-Use, and Open Space. The Montava Subdivision Phase E Phase E: Town Center is currently zoned as Low-Density Mixed-Use Neighborhood District Zone (LMN). The intent of this report is to outline the major drainage infrastructure outfall system specific to Phase E, including the open channel conveyance system, sub-regional flood control and water quality, and interim flood control to reduce discharges to existing conditions prior to being conveyed to the Cooper Slough drainageway. B. Location The Montava Subdivision Phase E project site is located in Section 32, Township 8 North, Range 68 West of the 6th Principal Meridian, within the City of Fort Collins, Larimer County, Colorado. The proposed site is bounded on the north by farmland and Future Montava Subdivision phases, on the east by farmland, N. Giddings Road, and Future Montava Subdivision phases, on the south by Mountain Vista Drive and farmland, on the west by the Number 8 Outlet Ditch and Montava Subdivision Phase G and Future Montava Subdivision phases. A vicinity map illustrating the project location is provided in Figure 1. Figure 1: Montava Phase G Vicinity Map Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 3 | 10 C. Existing Facilities The existing Phase E site is undeveloped farmland located within the Cooper Slough watershed. The land currently consists of native grasses, bare ground, and crops. Runoff from the undeveloped site has two flow paths, split by a ridge. The northerly flow paths convey surface runoff to the existing inadvertent detention pond northwest of Mountain Vista Drive and Giddings Road. Once Mountain Vista Drive is overtopped, runoff continues southeast to the existing Cooper Slough inadvertent detention Pond 426 located upstream of the Colorado & Southern Railroad (CSRR) tracks that run along the Larimer & Weld Canal (L&W) northwest of the existing Waterglen Subidivions. Construction of the CSRR and L&W cut off the historic drainage path at this location. As a result, 240 acre-ft of inadvertent detention was created upstream of the railroad embankment and storm flows are forced to pond until they overtop the CSRR and then proceed into the L&W Canal. The southerly flow path, southwest of the existing ridge, sheet flows southwest into the No. 8 Ditch and ultimately to the Larimer and Weld Canal. The existing Phase E site does not have any improved drainage facilities. The upstream offsite tributary area has been cut off by the No. 8 Ditch, which is being improved as part of Montava Phase G. The improvements include a major flow diversion into the Montava development north of Phase E, where major storm runoff enters an inadvertent detention pond impounded west of Giddings Rd. Two-dimensional flow modeling of the diversion has verified that there is no downstream discharge because of the inadvertent detention, and therefore there are no impacts to Phase E. Ultimately, Channel No. 2, identified in the Montava Master Drainage Study, will convey the flow diversion to the regional Copper Slough improvements along the easterly boundary of the overall Montava development. The types of soils found on the Montava Subdivision Phase E site consist of: Caruso Clay Loam (22) - 0 to 1 percent slope. Fort Collins Loam (35) – 0 to 3 percent slopes. Kim loam (54) – 3 to 5 percent slopes. Satanta loam (94) – 0 to 1 percent slopes. Satanta Variant clay loam (98) – 0 to 3 percent slopes. Stoneham loam (101) – 1 to 3 percent slopes. Stoneham loam (102) – 3 to 5 percent slopes. Stoneham Loam (103) – 5 to 9 percent slopes. The characteristics of the soil found on the project site include: Moderate infiltration rate when thoroughly wet. Moderately fine texture to moderately coarse texture. Moderate rate of water transmission. Majority of the site has a wind erodibility rating of 6 (8 being the least susceptible) Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 4 | 10 These soils consist of the following hydrologic soil groups as defined in the United States Department of Agriculture (USDA), Web Soil Survey. Hydrologic Soil Group B and C soils have a relatively slow infiltration rate when thoroughly wet. Group B – 15.90%. Group C – 22.10%. Group D – 62.00%. The USDA web soil survey report is included in Appendix C. According to the Preliminary Subsurface Exploration Report for the overall Montava Development, by Earth Engineering Consultants, LLC, groundwater depths on and adjacent to the site are greater than 10 feet. II. Master Drainage Basin Description A. Cooper Slough Watershed The Development is located within the lower portion of the Cooper Slough Watershed. The Cooper Slough drainage basin resides in northeast Fort Collins and unincorporated Larimer County, Colorado. It is a long and slender watershed, flowing from north to south, comprising 28 square miles which are tributary to Box Elder Creek and the Cache La Poudre River. The watershed begins at the confluence with Box Elder Creek (about one-half mile south of Mulberry Street and slightly west of I-25) and proceeds north for 20-miles to Larimer County Road 80 at a location northwest of the Town of Wellington. The basin has a maximum width of 3.9-miles at a location just south of Wellington. Predominant land uses are characterized by farmland and open space, with development occurring mainly in the southern portion of the watershed, near northeast Fort Collins. The Cooper Slough watershed can be divided into upper and lower portions by the Larimer & Weld Canal (L&W Canal) which transects the basin from west to east and intercepts natural and man-made drainages. Upper Cooper Slough is significantly larger than the Lower Cooper basin, at 26.4 sq.-miles and 2.3 sq.-miles respectively. There are three primary drainage paths in Upper Copper Slough, which flow from north to south. The westernmost flow path is the Number 8 Outlet Ditch (No. 8 Ditch) which carries both storm and irrigation flows and receives a small southwesterly portion of Montava Phase E. It has been noted in previous studies that the capacity of this ditch is “severely limited” (ACE 2006) and is in need of improvements, which will be implemented for the reach of the No. 8 Ditch through The Development as part of the Phase G improvements. In addition to the irrigation and drainage ditches, four (4) significant irrigation reservoirs exist in the upper watershed. These include the North Poudre Reservoirs Nos. 2, 5, and 6 and the Windsor Reservoir No. 8. Since the L&W Canal captures flows from the entire upper watershed there are multiple locations, in multiple watersheds, where storm flows will spill from the canal. In the Cooper Slough basin, the most notable spill is in the Waterglen development area at the upper end of Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 5 | 10 the historic Cooper Slough channel. This side spill is located at the primary outfall location from The Development. A vicinity map of the Cooper Slough watershed is provided in Figure 2. Figure 2: Cooper Slough Watershed Vicinity Map B. Nearby Masterplan improvements The Upper Cooper Slough Selected Plan was developed in 2021 by ICON Engineering, Inc. (ICON). Prior to the 2021 report, an alternative analysis update on the Upper Cooper Slough basin was also performed by ICON (Cooper Slough, Alternative Analysis Update, 2017). The alternative analysis recommended drainage improvements and development criteria for the Upper Cooper Slough Basin. The purpose of the 2021 Selected Plan report was to summarize the recommendations in the alternative analysis study and to update the previous Selected Plan for the basin (Anderson Consulting Engineers, 2006). The improvements recommended in the 2006 Selected Plan were modified in 2017 to reflect updates in hydrology and upcoming development; however, the main goals for the improvements were not changed. The 2021 Selected Plan improvement recommendations included: 1. North Poudre Reservoir No. 6 – Outlet Sill 2. Sonders and Sonders East Developments Selected Plan Improvements 3. Sod Farm Detention Pond and No. 8 Outlet Ditch Spill 4. Montava Development Selected Plan Improvements: a. Mountain Vista Diversion on No. 8 Outlet Ditch (to C&S Pond) Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 6 | 10 b. Removal of C&S RR Flow Split (C&S RR Diversion) c. Crumb and C&S RR Regional Detention Pond d. AB Detention Pond Improvements e. On-Site Detention Improvements 5. Improvements Downstream of Mulberry: a. Mulberry Street (SH-14) Crossing b. Lake Canal Crossing c. Gateway at Prospect Stream Improvements d. Regional Pedestrian Trail Identification 6. Other Culvert Improvements: a. Vine Drive Crossing b. Mountain Vista Culvert – West flow path 7. Bank and Habitat Improvements In addition to including the selected plan improvements, site specific development criteria for the Mountain Vista and Anheuser Busch (Montava) areas were recommended. Since the creation of the selected plan there have been several potential developments forthcoming in the Upper Cooper Slough Basin. These developments are in areas that have potential impacts to the selected plan improvements. The No. 8 Ditch runs south through the Cooper Slough watershed. It is modeled in EPA SWMM as a constant flow hydrograph. The 2017 Selected Plan utilized a constant decreed flow of 125cfs for the No. 8 Ditch. Following a meeting on March 11, 2020, the Larimer and Weld Irrigation Company (LWIC), who represents both the No. 8 Ditch and LWC, have updated the decreed/maximum flows for both the Larimer and Weld and the No. 8 Ditch to be considered with the selected plan updates. The LWIC determined that the following two scenarios would need to be considered in planning and collaboration with the ongoing development: A. No. 8 Ditch maximum flow of 250cfs with a maximum flow of 675cfs in the LWC; and: B. LWC conveying a decreed flow of 800cfs, with the No. 8 Ditch not contributing. These changes in flow have shown to impact the improvements proposed in the 2017 Selected Plan and subsequent development collaboration. ICON subsequently updated the Cooper Slough EPA SWMM model to incorporate the updated decreed flows within the No. 8 Ditch and LWC. The model was revised by Martin/Martin, Inc. as it relates to the Montava development and was used as the basis for analysis of the Phase E interim conditions Master Plan as defined in this report. III. Floodplain Information A FEMA regulatory Floodplain has not been mapped for the Cooper Slough drainageway through the Montava development. As a result, coordination with FEMA through the Letter of Map Change process is not required as a condition of development within Montava, including Phase E. Although a Special Flood Hazard Area (SFHA) has not been identified, there is the potential for surface Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 7 | 10 flooding along the No. 8 Ditch corridor, which will be considered in the design of Phase E to verify there a no adverse impacts to existing or proposed insurable structures or adjacent properties. IV. Proposed Drainage Facilities A. Drainage Plan The purpose of this report is to outline the outfall system improvements in support of Montava Phase E, which include two ultimate condition detention facilities, Ponds D and F, and an interim detention facility, Pond 427, as well as the connecting conveyance infrastructure. These facilities will provide major flood control detention for Phase E as well as a portion of the surrounding development phases, including Phase D and Phase H. The outfall detention and conveyance system runs from northwest to southeast along the northerly boundary between Phase E and future Phases D and F, which also represents future Tealbrook Drive. Beginning north of the future intersection of Timberline Road and Country Club Road and terminating northwest of the intersection of Mountain Vista Drive and Giddings Road. The proposed conveyance system is made of up both open channel and closed conduit storm sewer systems as outlined in the approved Montava PUD Master Drainage Study, by Martin/Martin, Inc., dated January 23, 2019. B. Detention Pond D represents the most upstream detention facility, which is also being utilized as a non- potable water irrigation storage facility, as outlined in the Non-Potable Irrigation System Report for Montava Subdivision, by TST, Inc. Consulting Engineers, dated November 14, 2022. The non- potable water pond is located upstream of Phase E just north of the future intersection of Timberline Road and County Club Road, east of the No. 8 Ditch improvements proposed with Phase G. The pond has been sized to accept stormwater runoff above what is required for irrigation, with an outlet structure elevated above the irrigation/aesthetics water surface. The outlet structure has been sized to limit major 100-year storm discharges to approximately 8 cfs. Pond D will be connected to the next downstream detention facility, Pond F, via a closed conduit storm sewer main, which has also been sized to accept on-site discharges within Phase E. Pond F will serve as a flow control detention pond to minimize downstream stormwater infrastructure and is located within the future recreation center parcel at the downstream, southeasterly end of Phase E, between Montava Drive and County Club Road. Pond F will accept treated stormwater from Phase E at the northwest end of the facility and convey flows to the proposed outlet at the southeast end of the facility. The outlet has been sized to limit major 100-year storm discharges to approximately 10 cfs. Pond F will be connected to the next downstream detention facility, Pond 427, via an open channel. Pond 427 will provide interim detention for Montava Phases D, E, and H. Located northwest of the intersection of Mountain Vista Drive and Giddings Road, the flood control facility will attenuate storm runoff to existing conditions from the overall tributary basin, generally west of Giddings Road to the No. 8 Ditch and north of Mountain Vista Drive to the existing ridge that Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 8 | 10 divides the quarter section in a northwest to southeast direction. The facility essentially formalizes the existing inadvertent detention pond in the same location. The outlet has been sized to limit major 100-year discharges to approximately 8 cfs. The outlet structure will be piped under Mountain Vista Road to an existing roadside ditch, which conveys storm runoff southeast through an existing corn field to the existing inadvertent detention pond located northwest of the Larimer and Weld Canal and Colorado & Southern Railroad. Once the ultimate regional detention and conveyance improvements are completed along the Cooper Slough drainageway, Pond 427 can effectively be removed. Note that future developed phases west of Giddings Road tributary to Pond 427 will require expansion of the interim detention facility to maintain existing conditions discharges prior to the construction of the ultimate regional stormwater infrastructure, as proposed in the Montava Master Drainage Study. C. Low Impact Development (LID) LID treatment is being provided for Montava Phase E by others prior to discharging into the proposed outfall detention pond system. See the Final Drainage Report for Montava Subdivision Phase E: Town Center, by TST, Inc. Consulting Engineers, dated November 30, 2022 for the specific LID treatment approach. D. Ownership and Maintenance The proposed sub-regional detention and conveyance systems outlined in this study will be located in common tracts owned and maintained by the Montava Metropolitan District. V. Drainage Design Criteria A. Previous studies The proposed Phase E improvements have been analyzed and designed to be in compliance with the Montava Planned Unit Development (PUD) Master Drainage Study, by Martin/Martin, Inc., dated January 23, 2019, as well as the City of Fort Collins Upper Cooper Slough Basin Selected Plan of Improvements, by ICON Engineering, Inc., dated May 2021. B. MDCIA “Four Step Process” Step 1 – Employ Runoff Reduction Practices As discussed, LID treatment is being provided for Montava Phase E by others prior to discharging into the proposed outfall detention pond system. See the Final Drainage Report for Montava Subdivision Phase E: Town Center, by TST, Inc. Consulting Engineers, dated November 30, 2022 for the specific LID treatment approach. Step 2 – Implement BMPs That Provide a WQCV with Slow Release A portion of the Phase E improvements not tributary to LID features will be treated through traditional water quality control volume extended detention basins designed to release the water quality event in a minimum of 40 hours. Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 9 | 10 Step 3 – Stabilize Streams The Phase E outfall conveyance and detention system has been designed to meet hydraulic criteria resulting in a stable storm sewer system and open channel corridor. Major storm discharges will be attenuated at or below existing conditions and verification of no adverse impacts to adjacent properties or the downstream receiving drainageway has been provided. Step 4 – Implement Site Specific and Other Source Control BMPs The following practices suggested by City of Fort Collins criteria will be employed throughout the design and construction process. Being a single family development, trash receptacles will be dispersed throughout the neighborhood and likely be enclosed containers that minimize concentrated and polluted runoff from entering the storm sewer system or receiving drainageway prior to being treated. The future single-family parcel shall locate trash collection or enclosure areas away from storm drainage or LID facilities. Any proposed or future dog parks shall be located in areas away from detention basins and educational opportunities to reinforce pick-up practices for dog owners shall be employed. Phase E of Montava does not include any community gardens. But, future community gardens shall be located in areas that are outside of detention basins to prevent chemical and sediment loading. Construction Best Management Practices (BMPs) will be employed to located material storage away from drainage facilities. C. Hydrologic Criteria To stay consistent with the Montava PUD Master Drainage Plan, detention volumes were calculated using EPA SWMM with stage-storage-discharge relationships based on design grades and outlet configuration. Based on the Montava Master Drainage Study historic 100-year release rates were targeted as the maximum discharge for the interim 100-year storm event, which does not impact the downstream inadvertent detention at the Colorado & South Railroad. The City of Fort Collins Intensity-Duration-Frequency Curves for SWMM were used for the baseline SWMM model by ICON Engineering and the Phase E interim conditions model. The interim conditions SWMM model tributary basin inflow hydrographs were developed based on composite imperviousness values provided by TST, Inc. A drainage schematic and summary of SWMM output is included in Appendix D. SWMM input and output data is included in Appendix B. The interim conditions SWMM model verifies that there are no adverse impacts to adjacent properties and the downstream receiving drainageway. Montava – Phase E Outfall & Detention System November 30, 2022 P a g e 10 | 10 D. Hydraulic Criteria Per City of Fort Collins stormwater criteria, the 2-year and 100-year recurrence interval storms were analyzed for the minor and major events, respectively. Closed conduit storm sewer system hydraulic analysis for the Phase E outfall system were prepared using Bentley OpenFlows StormCAD to verify capacity, hydraulic grade, energy grade, and velocity. Storm sewer systems were sized to maintain the HGL and EGL a minimum of 1-foot below proposed grade, with a maximum velocity of 20 fps. Tailwater conditions for outfalls into the proposed rain gardens and detention facilities is based on the resulting 2-year and 100-year water surface elevations modeled in SWMM, at the time of peak inflow. The open channel segments of the outfall system have been hydraulically analyzed using Manning’s equation to determine peak flow velocity, Froude number, and depth. The proposed open channel segments are sloped at a stable 0.2% slope, which results in velocities less than 5.0 ft/s and Froude numbers less than 0.7, which presents low risk for erosion. VI. Variance Requests No drainage variances are being requested at this time. VII. Erosion Control Montava Phase E has been designed to follow the City of Fort Collins Erosion Control Criteria. A separate Stormwater Management Plan has been provided with the Final Development Plan submittal in support of the final erosion control plans. VIII. Conclusion A. Compliance This final drainage report has been prepared in accordance with the City of Fort Collins Stormwater Criteria Manual for a Final Development Plan (FP) submittal. The FP plans have also been prepared to be in compliance with city’s current drainage criteria. B. Drainage Concept In general, the proposed drainage approach is to provide a sub-regional outfall conveyance and detention system in support of Montava E, G, and H. The flood control system will accept developed flows and attenuate peak discharges at or below existing 100-year rates. Due to the ultimate Cooper Slough regional detention system not being in place at the time of development of Phase E, an interim detention approach will be implemented to mimic existing conditions downstream of the proposed development improvements. REFERENCES 1. Fort Collins Stormwater Criteria Manual, as adopted by the City Council of Fort Collins, as referenced ins Section 26-500 of the Code of the City of Fort Collins, November 2017. 2. City of Fort Collins Cooper Slough Alternatives Analysis Update, prepared for City of Fort Collins Department of Utilities, prepared by ICON Engineering, Inc., October 2017. 3. City of Fort Collins Upper Cooper Slough Basin Selected Plan of Improvements, prepared for the City of Fort Collins Department of Utilities, prepared by ICON Engineering, Inc., May 2021 4. Impacts from the No. 8 and L&W Ditch Flows on the Selected Plan and Development Memorandum , prepared for the City of Fort Collins, prepared by ICON Engineering, Inc., July 17, 2020. 5. Non-Potable Irrigation System Report for Montava Subdivision, by TST, Inc. Consulting Engineers, November 14, 2022. 6. Final Drainage Report for Montava Subdivision Phase E: Town Center, by TST, Inc. Consulting Engineers, November 30, 2022. 7. Montava Planned Unit Development Master Drainage Study, by Martin/Martin, Inc., dated January 23, 2019 Montava – Phase E Outfall & Detention System November 30, 2022 A-Supporting Documents FUTURE FILING DFUTURE FILING FFUTURE FILING CFUTURE FILING KFUTURE GIDDINGS FILING 1FUTURE FILING HFUTURE PARK FILINGFUTURE POND FILINGFUTURE FILING I-WTIMBERLINE FILING FUTURE P.S.D. E.S. FILINGFUTURE FILING AFUTURE FILING BFUTURE FILING MFUTURE FARM FILINGFUTURE FILING MFUTURE NORTH PRESERVE FILINGFUTURE FILING I-EFUTURE FILING JFUTURE MOUNTAIN VISTA FILING 2FUTURE MOUNTAIN VISTA FILING 3FUTURE GIDDINGS FILING 2 FUTURE P.S.D. H.S. FILINGFUTURE P.S.D. M.S. FILINGFUTURE SOUTH PRESERVE FILINGFUTURE FILING NFUTURE FILING OFUTUREFILINGG-01FUTUREFILINGE-01FUTUREFILINGE-02OUTPARCELFUTUREFILINGE-03FILING GMOUNTAIN VISTA FILING 1FUTURE COUNTRY CLUB FILINGFILING EMONTAVA OVERALL PHASING PLAN United States Department of Agriculture 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 Larimer County Area, ColoradoNatural Resources Conservation Service March 25, 2022 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, onsite 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 (https://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 activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 Larimer County Area, Colorado......................................................................14 5—Aquepts, loamy......................................................................................14 22—Caruso clay loam, 0 to 1 percent slope...............................................15 35—Fort Collins loam, 0 to 3 percent slopes..............................................16 53—Kim loam, 1 to 3 percent slopes..........................................................17 54—Kim loam, 3 to 5 percent slopes..........................................................19 94—Satanta loam, 0 to 1 percent slopes....................................................20 95—Satanta loam, 1 to 3 percent slopes....................................................21 98—Satanta Variant clay loam, 0 to 3 percent slopes.................................23 101—Stoneham loam, 1 to 3 percent slopes..............................................24 102—Stoneham loam, 3 to 5 percent slopes..............................................25 103—Stoneham loam, 5 to 9 percent slopes..............................................27 References............................................................................................................29 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 5 scientists classified and named the soils in the survey area, they compared the 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 Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 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. 8 9 Custom Soil Resource Report Soil Map 449550044956004495700449580044959004496000449610044962004496300449550044956004495700449580044959004496000449610044962004496300497200 497300 497400 497500 497600 497700 497800 497900 498000 498100 498200 498300 498400 498500 498600 497200 497300 497400 497500 497600 497700 497800 497900 498000 498100 498200 498300 498400 498500 498600 40° 37' 5'' N 105° 2' 1'' W40° 37' 5'' N105° 0' 56'' W40° 36' 34'' N 105° 2' 1'' W40° 36' 34'' N 105° 0' 56'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 300 600 1200 1800 Feet 0 100 200 400 600 Meters Map Scale: 1:6,950 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 16, Sep 2, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 19, 2018—Aug 10, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 5 Aquepts, loamy 4.8 2.9% 22 Caruso clay loam, 0 to 1 percent slope 25.4 15.2% 35 Fort Collins loam, 0 to 3 percent slopes 48.9 29.3% 53 Kim loam, 1 to 3 percent slopes 0.0 0.0% 54 Kim loam, 3 to 5 percent slopes 0.3 0.2% 94 Satanta loam, 0 to 1 percent slopes 2.3 1.4% 95 Satanta loam, 1 to 3 percent slopes 0.0 0.0% 98 Satanta Variant clay loam, 0 to 3 percent slopes 57.6 34.6% 101 Stoneham loam, 1 to 3 percent slopes 15.6 9.4% 102 Stoneham loam, 3 to 5 percent slopes 5.3 3.2% 103 Stoneham loam, 5 to 9 percent slopes 6.5 3.9% Totals for Area of Interest 166.6 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties Custom Soil Resource Report 11 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 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. Custom Soil Resource Report 12 Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 13 Larimer County Area, Colorado 5—Aquepts, loamy Map Unit Setting National map unit symbol: jpws Elevation: 4,500 to 6,700 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 39 to 50 degrees F Frost-free period: 80 to 140 days Farmland classification: Not prime farmland Map Unit Composition Aquepts and similar soils:80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Aquepts Setting Landform:Stream terraces, depressions, draws Landform position (three-dimensional):Base slope, tread, dip Down-slope shape:Linear Across-slope shape:Linear Parent material:Loamy alluvium Typical profile H1 - 0 to 60 inches: variable Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Very poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very high (0.60 to 99.90 in/hr) Depth to water table:About 6 to 18 inches Frequency of flooding:NoneRare Frequency of ponding:None Interpretive groups Land capability classification (irrigated): 5w Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site: R067BY073CO - Riparian Hydric soil rating: Yes Minor Components Nunn Percent of map unit:5 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Stoneham Percent of map unit:5 percent Custom Soil Resource Report 14 Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Kim Percent of map unit:5 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Fort collins Percent of map unit:5 percent Ecological site:R067BZ008CO - Loamy Slopes Hydric soil rating: No 22—Caruso clay loam, 0 to 1 percent slope Map Unit Setting National map unit symbol: jpvt Elevation: 4,800 to 5,500 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Caruso and similar soils:85 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Caruso Setting Landform:Flood-plain steps, stream terraces Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium Typical profile H1 - 0 to 35 inches: clay loam H2 - 35 to 44 inches: fine sandy loam H3 - 44 to 60 inches: gravelly sand Properties and qualities Slope:0 to 1 percent Depth to restrictive feature:More than 80 inches Drainage class:Somewhat poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 24 to 48 inches Frequency of flooding:NoneOccasional Custom Soil Resource Report 15 Frequency of ponding:None Calcium carbonate, maximum content:5 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.4 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability classification (nonirrigated): 5w Hydrologic Soil Group: D Ecological site: R067BY036CO - Overflow Hydric soil rating: No Minor Components Loveland Percent of map unit:9 percent Landform:Terraces Ecological site:R067BY036CO - Overflow Hydric soil rating: Yes Fluvaquents Percent of map unit:6 percent Landform:Terraces Hydric soil rating: Yes 35—Fort Collins loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2tlnc Elevation: 4,020 to 6,730 feet Mean annual precipitation: 14 to 16 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Fort collins and similar soils:85 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Fort Collins Setting Landform:Interfluves, stream terraces Landform position (three-dimensional):Interfluve, tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Pleistocene or older alluvium and/or eolian deposits Typical profile Ap - 0 to 4 inches: loam Custom Soil Resource Report 16 Bt1 - 4 to 9 inches: clay loam Bt2 - 9 to 16 inches: clay loam Bk1 - 16 to 29 inches: loam Bk2 - 29 to 80 inches: loam Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:12 percent Maximum salinity:Nonsaline to very slightly saline (0.1 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.1 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C Ecological site: R067BY002CO - Loamy Plains Hydric soil rating: No Minor Components Nunn Percent of map unit:10 percent Landform:Stream terraces Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Ecological site:R067BY002CO - Loamy Plains Hydric soil rating: No Vona Percent of map unit:5 percent Landform:Interfluves Landform position (three-dimensional):Side slope, interfluve Down-slope shape:Linear Across-slope shape:Linear Ecological site:R067BY024CO - Sandy Plains Hydric soil rating: No 53—Kim loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: jpwx Elevation: 4,800 to 5,600 feet Custom Soil Resource Report 17 Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Kim and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform:Fans Landform position (three-dimensional):Base slope Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium Typical profile H1 - 0 to 7 inches: loam H2 - 7 to 60 inches: clay loam Properties and qualities Slope:1 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:15 percent Maximum salinity:Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: R067BZ902CO - Loamy Plains Hydric soil rating: No Minor Components Fort collins Percent of map unit:6 percent Ecological site:R067BZ008CO - Loamy Slopes Hydric soil rating: No Stoneham Percent of map unit:3 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Aquic haplustolls Percent of map unit:1 percent Custom Soil Resource Report 18 Landform:Swales Hydric soil rating: Yes 54—Kim loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: jpwy Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Farmland of statewide importance Map Unit Composition Kim and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform:Fans Landform position (three-dimensional):Base slope Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium Typical profile H1 - 0 to 7 inches: loam H2 - 7 to 60 inches: clay loam Properties and qualities Slope:3 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:15 percent Maximum salinity:Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: R067BZ902CO - Loamy Plains Hydric soil rating: No Custom Soil Resource Report 19 Minor Components Thedalund Percent of map unit:4 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Stoneham Percent of map unit:3 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Fort collins Percent of map unit:2 percent Ecological site:R067BZ008CO - Loamy Slopes Hydric soil rating: No Aquic haplustolls Percent of map unit:1 percent Landform:Swales Hydric soil rating: Yes 94—Satanta loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 2wz89 Elevation: 3,670 to 5,410 feet Mean annual precipitation: 10 to 23 inches Mean annual air temperature: 45 to 52 degrees F Frost-free period: 105 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Satanta and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Satanta Setting Landform:Alluvial fans Landform position (two-dimensional):Backslope Landform position (three-dimensional):Head slope Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium Typical profile Ap - 0 to 10 inches: loam Bt - 10 to 17 inches: clay loam C - 17 to 79 inches: loam Custom Soil Resource Report 20 Properties and qualities Slope:0 to 1 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:10 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Very high (about 12.3 inches) Interpretive groups Land capability classification (irrigated): 1 Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C Ecological site: R072XY111KS - Sandy Plains Hydric soil rating: No Minor Components Nunn Percent of map unit:5 percent Landform:Terraces Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Ecological site:R072XY108KS - Loamy Lowland Hydric soil rating: No Fort collins Percent of map unit:5 percent Landform:Alluvial fans Landform position (two-dimensional):Backslope Landform position (three-dimensional):Head slope Down-slope shape:Linear Across-slope shape:Linear Ecological site:R072XY111KS - Sandy Plains Hydric soil rating: No 95—Satanta loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 2w5f3 Elevation: 3,670 to 5,410 feet Mean annual precipitation: 14 to 23 inches Mean annual air temperature: 46 to 54 degrees F Frost-free period: 130 to 163 days Custom Soil Resource Report 21 Farmland classification: Prime farmland if irrigated Map Unit Composition Satanta and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Satanta Setting Landform:Paleoterraces Landform position (two-dimensional):Backslope Landform position (three-dimensional):Head slope Down-slope shape:Linear Across-slope shape:Linear Parent material:Eolian sands Typical profile Ap - 0 to 9 inches: loam Bt - 9 to 18 inches: clay loam C - 18 to 79 inches: loam Properties and qualities Slope:1 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:10 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Very high (about 12.2 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C Ecological site: R067BY024CO - Sandy Plains Hydric soil rating: No Minor Components Nunn Percent of map unit:5 percent Landform:Terraces Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Ecological site:R067BY002CO - Loamy Plains Hydric soil rating: No Fort collins Percent of map unit:5 percent Landform:Alluvial fans Custom Soil Resource Report 22 Landform position (two-dimensional):Backslope Landform position (three-dimensional):Head slope Down-slope shape:Linear Across-slope shape:Linear Ecological site:R067BY024CO - Sandy Plains Hydric soil rating: No 98—Satanta Variant clay loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: jpyh Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Satanta variant and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Satanta Variant Setting Landform:Terraces Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium Typical profile H1 - 0 to 9 inches: clay loam H2 - 9 to 22 inches: clay loam H3 - 22 to 60 inches: loam Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Somewhat poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 24 to 48 inches Frequency of flooding:NoneOccasional Frequency of ponding:None Calcium carbonate, maximum content:15 percent Gypsum, maximum content:10 percent Maximum salinity:Very slightly saline to slightly saline (2.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.7 inches) Custom Soil Resource Report 23 Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: D Ecological site: R067BY036CO - Overflow Hydric soil rating: No Minor Components Nunn Percent of map unit:5 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Caruso Percent of map unit:3 percent Ecological site:R067BY036CO - Overflow Hydric soil rating: No Loveland Percent of map unit:2 percent Ecological site:R067BY036CO - Overflow Hydric soil rating: No 101—Stoneham loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: jptt Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Stoneham and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Stoneham Setting Landform:Terraces, benches Landform position (three-dimensional):Base slope, tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium and/or eolian deposits Typical profile H1 - 0 to 4 inches: loam H2 - 4 to 10 inches: sandy clay loam Custom Soil Resource Report 24 H3 - 10 to 60 inches: clay loam Properties and qualities Slope:1 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:15 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Ecological site: R067BZ902CO - Loamy Plains Hydric soil rating: No Minor Components Kim Percent of map unit:5 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Fort collins Percent of map unit:5 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No 102—Stoneham loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 2x0j1 Elevation: 3,500 to 6,500 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 46 to 54 degrees F Frost-free period: 115 to 155 days Farmland classification: Prime farmland if irrigated Map Unit Composition Stoneham and similar soils:85 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 25 Description of Stoneham Setting Landform:Interfluves, low hills Landform position (two-dimensional):Summit Landform position (three-dimensional):Interfluve Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvial and/or eolian tertiary aged pedisediment Typical profile Ap - 0 to 4 inches: loam Bt - 4 to 9 inches: clay loam Btk - 9 to 13 inches: clay loam Bk1 - 13 to 18 inches: loam Bk2 - 18 to 34 inches: loam C - 34 to 80 inches: loam Properties and qualities Slope:3 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:12 percent Maximum salinity:Nonsaline to very slightly saline (0.1 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:0.5 Available water supply, 0 to 60 inches: High (about 9.1 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4c Hydrologic Soil Group: C Ecological site: R067BY002CO - Loamy Plains Hydric soil rating: No Minor Components Satanta Percent of map unit:5 percent Landform:Interfluves Landform position (two-dimensional):Summit Landform position (three-dimensional):Interfluve Down-slope shape:Linear Across-slope shape:Linear Ecological site:R067BY002CO - Loamy Plains Hydric soil rating: No Weld Percent of map unit:5 percent Landform:Interfluves Landform position (two-dimensional):Summit Custom Soil Resource Report 26 Landform position (three-dimensional):Interfluve Down-slope shape:Linear Across-slope shape:Linear Ecological site:R067BY002CO - Loamy Plains Hydric soil rating: No Kimst Percent of map unit:5 percent Landform:Low hills, interfluves Landform position (two-dimensional):Backslope, shoulder Landform position (three-dimensional):Side slope Down-slope shape:Convex Across-slope shape:Convex Ecological site:R067BY002CO - Loamy Plains Hydric soil rating: No 103—Stoneham loam, 5 to 9 percent slopes Map Unit Setting National map unit symbol: jptw Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Farmland of local importance Map Unit Composition Stoneham and similar soils:85 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Stoneham Setting Landform:Terraces, benches Landform position (three-dimensional):Side slope, tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium and/or eolian deposits Typical profile H1 - 0 to 3 inches: loam H2 - 3 to 9 inches: clay loam H3 - 9 to 60 inches: clay loam Properties and qualities Slope:5 to 9 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Custom Soil Resource Report 27 Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:15 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: R067BZ902CO - Loamy Plains Hydric soil rating: No Minor Components Kim Percent of map unit:8 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Larimer Percent of map unit:5 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Fort collins Percent of map unit:2 percent Ecological site:R067BZ902CO - Loamy Plains Hydric soil rating: No Custom Soil Resource Report 28 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=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 29 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 30 CITY OF FORT COLLINS UPPER COOPER SLOUGH BASIN SELECTED PLAN OF IMPROVEMENTS May 2021 Prepared for: Department of Utilities 700 Wood Street Fort Collins, CO 80522 (970) 221-6589 Prepared by: 7000 S. Yosemite Street, Suite 120 Centennial CO 80112 (303) 221-0802 www.iconeng.com Cooper Slough 3 Selected Plan February 2021 Figure 2: Mountain Vista and Anheuser Busch Property ANHEUSER BUSCH (AB)PLANT Sod Farm DiversionQ diverted = 752 cfs Proposed Sod Farm PondS = 164 AFMax WSE = 5033.2 ftBerm along southern end at 5037.0 ft Sod Farm Pond Outlet Pipeinto No. 8 Outlet Ditch36" R CP with a 33.6" OrificeQ = 54 cfs Mountain Vista DiversionFrom No8 Outlet Ditch Q = 250 cfsQ = 89 cfs Assume Full Developmentof AB Lands with 100yr ->2yr Detention (On-Site) Mountain Vista DiversionMay Be Conveyed InOpen Channel or Pipe throughMontava Development Proposed C&S/ Crumb Detention Pond (426)S = 193 AF WSE = 4987.0 ftQin = 903 cfs New AB Pond OutfallOverflow Flume Discharges into Cooper SloughQ = 304 cfs Existing AB 425 Pond Outlet Remains Connected to L&W CanalQ = 385 cfs Existing AB Pond 425 S = 47 AF Max WSE = 4983.5Qin = 732 cfs Remove Existing Flow Spill At CSRR Provide Open Channel to ConveyFlows on West Side of RR Combined Outlow FromC&S/ Crumb and L&W Canal SpillQ = 639 cfs Proposed E. Vine Dr. Culverts(3) 8' x 4' RCBCQ = 678 cfs Proposed E. Mulberry St. Culverts(2) 6' x 11' RCBCQ = 1050 cfsCOOPER SLOUGHCanal Spill to Dry CreekQ = 0 cfs Canal SpillQ = 421 cfsQ = 778 cfsQ = 357 cfsQ = 229 cfsQ = 339 cfsQ = 1002 cf sQ = 374 cfsNO. 8 OUTLET DITCHLARIMERCOLORADO & SOUTHERN RAILROADBOXELDE DRY CREEK WATERSHED COOPER SLOUGH WATERSHED BLACK H OLLOW OUTFALL CHANNELIMPROVEMENTS FROM 2006 MASTERPLAN NOT INC LUDED IN 2021 UPDATE Q = 250 cfs N. Poudre Reservoir No. 6Add 8-inch Iron Sill Plate toSpillwayQ = 547 cfsS = 679 AFMax WSE = 5163.2' Proposed (2) 6'x11' RCBCto Lake C anal SH-14 Proposed Channelto Box Elder Creek Channel and Bank Improvementsalong Cooper Slough Pond AS = 82 AFMax WSE = 5019.6 ftQout = 778 cfs Montava SwaleQ = 778 cfs Q = 149 cfsOverflow PondS = 20.3 AFWSE = 4980.2 ftQin = 112 cfs Proposed C&S/ Crumb Outfalls:42" R CP to AB Pond = 102 cfs3ft x 13.5ft RCBC to AB Pond (3ft above Pond inv) = 331 cfsSpill to Overflow Pond = 112cfs Overflow Pond Outfallinto L&W Canal48" R CP with a 44.4" OrificeQout = 103 cfs Proposed (3) 3'x15' RCBCunder Lake Canal Proposed Channel Proposed culvertsfor local drainage MONTAVADEVELOPMEN T MT VISTA AND TIMBERLINE ROADMIXED-USED DEVELOPMENT SONDERSDEVELOPMENT COUNTRY CLUB RESERVEDEVELOPMEN T Existing 24-in CulvertCapaity = 21cfs Culvert Crossing(3) 10'X3' RCBCQ = 888cfs Proposed Channel Formalize Spill from Lake Canal SONDERS EASTDEVELOPMENT SOD FARM E VINE DR INTERSTATE 25 SBE MULBERRY ST GIDDINGS RDTURNBERRY RDRICHARDS LAKE RD MOUNTAIN VISTA DR E LINCOLN AVE S TIM BE R LIN E R D COUNTRY CLUB RD E COUNTY ROAD 48 §¨¦25 §¨¦25 Cooper Slough Selected Plan (2021)Figure 3: Selected Plan Projects $ 0 0.5Miles Legend swaleOverflow_PondPond_AC&S_PondAB_PondCRUMB_OUTLETSod Farm PondProposed_ChannelProposed Culvert Montava Dev BoundaryWaters Edge Dev BoundaryCooper Slough Basin BoundaryMtVista !!!!!Anheuser Busch Property !!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! !!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!ANHEUSER BUSCH (AB)PLANT BOXELDER CREEKNO. 8 OUTLET DITCHLARIMER & WELD CANALCOLORADO & SOUTHERN RAILROADBOXELDER WATER SHED DRY CREEK WATERSHED COOPER SLOUGH WATERSHED SH-14 INTERSTATE 25 SBINTERSTATE 25 NBN COUNTY ROAD 15N COUNTY ROAD 9WELD COUNTY ROAD 19N HIGHWAY 1N COUNTY ROAD 17N COUNTY ROAD 1E VINE DR N COUNTY ROAD 3E HIGHWAY 14 E PROSPECT RD WELD COUNTY ROAD 15N COUNTY ROAD 7E COUNTY ROAD 70 E COUNTY ROAD 66 N SHIELDS STE DOUGLAS RDN COUNTY ROAD 19E COUNTY ROAD 58 WELD COUNTY ROAD 17E COUNTY ROAD 64N COUNTY ROAD 11E COUNTY ROAD 48 E COUNTY ROAD 60 E COUNTY ROAD 56 N HIGHWAY 287 E COUNTY ROAD 62 GIDDINGS RDLAPORTE AVE E MU LBERRY ST E LINCOLN AVE WELD COUNTY ROAD 84 RIVERSIDE AVE WELD COUNTY ROAD 110 WE L D C O U N T Y R O A D 9 6 N COLLEGE AVETURNBERRY RDWE L D C O U N T Y R O A D 9 0 W MULBERRY ST W PROSPECT RD WELD COUNTY ROAD 100 S SHIELDS STCOUNTRY CLUB RD E COUNTY ROAD 74 REMINGTON STTERRY LAKE RDE COUNTY ROAD 50 E CO UNT Y RO AD 72 E COUNTY ROAD 52 E COUNTY ROAD 76 W COUNTY ROAD 68 W COUNTY ROAD 70 W COUNTY ROAD 66 MOUNTAIN VISTA DR W VINE DR HACKAMORE RD LINDENMEIER RDN COUNTY ROAD 5S COUNTY ROAD 1E WILLOX LN WE LD CO UNTY RO AD 80N COUNTY ROAD 13GREGORY RD W WILLOX LN W LAUREL ST S COUNTY ROAD 3E COUNTY ROAD 66E LABRADOR LN E COUNTY ROAD 62E W DOUGLAS RD S 6TH STN 6TH STW MOUNTAIN AVE E COUNTY ROAD 54 E COUNTY ROAD 44 E COUNTY ROAD 68 W COUNTY ROAD 60 W COUNTY ROAD 78 W COUNTY ROAD 64 WE LD CO UNTY RO AD 88 WELD COUNTY ROAD 102 WELD COUNTY ROAD 80.5 S COUNTY ROAD 5N COUNTY ROAD 17N COUNTY ROAD 9N COUNTY ROAD 11E COUNTY ROAD 56 E COUNTY ROAD 64 E COUNTY ROAD 62N COUNTY ROAD 11WELD COUNTY ROAD 15§¨¦25 §¨¦25 Coo per Slough Selected Plan (2021)Figur e 4: Upper Coo per Slough Model Extents$ 0 1Miles Legend Cooper Slough Basin Boundary Cooper Slough Boxelder Creek Irrigation Canal !!!!!!Drainage Paths !!!!!Anheuser Busch Property Upper Model Limits Middle Model Limits Lower Model Limits Proposed Improvements C&S Pond Sod Farm Pond Cooper Slough Box Elder Creek Pond A AB Pond Cooper Slough 20 Selected Plan February 2021 Figure 11: C&S/Crumb Detention Pond and Overflow Pond Improvements ANHEUSER BUSCH (AB)PLANT Sod Farm DiversionQ diverted = 752 cfs Proposed Sod Farm PondS = 164 AFMax WSE = 5033.2 ftBerm along southern end at 5037.0 ft Sod Farm Pond Outlet Pipeinto No. 8 Outlet Ditch36" R CP with a 33.6" OrificeQ = 54 cfs Mountain Vista DiversionFrom No8 Outlet Ditch Q = 250 cfsQ = 89 cfs Mountain Vista DiversionMay Be Conveyed InOpen Channel or Pipe throughMontava Development Proposed C&S/ Crumb Detention Pond (426)S = 193 AF WSE = 4987.0 ftQin = 903 cfs New AB Pond OutfallOverflow Flume Discharges into Cooper SloughQ = 304 cfs Existing AB 425 Pond Outlet Remains Connected to L&W CanalQ = 385 cfs Existing AB Pond 425 S = 47 AF Max WSE = 4983.5Qin = 732 cfs Remove Existing Flow Spill At CSRR Provide Open Channel to ConveyFlows on West Side of RR Proposed E. Vine Dr. Culverts(3) 8' x 4' RCBCQ = 678 cfs Proposed E. Mulberry St. Culverts(2) 6' x 11' RCBCQ = 1050 cfsCOOPER SLOUGHCanal SpillQ = 421 cfsQ = 778 cfsQ = 357 cfsQ = 229 cfsQ = 339 cfsQ = 1002 cf sQ = 374 cfsNO. 8 OUTLET DITCHLARIMERCOLORADO & SOUTHERN RAILROADBOXELDE DRY CREEK WATERSHED COOPER SLOUGH WATERSHED BLACK H OLLOW OUTFALL CHANNELIMPROVEMENTS FROM 2006 MASTERPLAN NOT INC LUDED IN 2021 UPDATE Q = 250 cfs N. Poudre Reservoir No. 6Add 8-inch Iron Sill Plate toSpillwayQ = 547 cfsS = 679 AFMax WSE = 5163.2' Proposed (2) 6'x11' RCBCto Lake C anal SH-14 Proposed Channelto Box Elder Creek Channel and Bank Improvementsalong Cooper Slough Pond AS = 82 AFMax WSE = 5019.6 ftQout = 778 cfs Montava SwaleQ = 778 cfs Q = 149 cfsOverflow PondS = 20.3 AFWSE = 4980.2 ftQin = 112 cfs Proposed C&S/ Crumb Outfalls:42" R CP to AB Pond = 102 cfs3ft x 13.5ft RCBC to AB Pond (3ft above Pond inv) = 331 cfsSpill to Overflow Pond = 112cfs Overflow Pond Outfallinto L&W Canal48" R CP with a 44.4" OrificeQout = 103 cfs Proposed (3) 3'x15' RCBCunder Lake Canal Proposed Channel Proposed culvertsfor local drainage MONTAVADEVELOPMEN T MT VISTA AND TIMBERLINE ROADMIXED-USED DEVELOPMENT SONDERSDEVELOPMENT COUNTRY CLUB RESERVEDEVELOPMENT Existing 24-in CulvertCapaity = 21cfs Culvert Crossing(3) 10'X3' RCBCQ = 888cfs Proposed Channel Formalize Spill from Lake Canal Group 1Item 6 Group 1Item 1 Group 1Item 3 Group 1Item 2 Group 1Item 4 Group 1Item 5Group 1Item 7 Group 1Item 7 Group 2Item 1 Group 2Item 2 Group 3Item 3 Group 3Item 4 Group 3Item 5 Group 3Item 3 Group 3Item 1 Group 3Item 2 Group 3Item 4 Group 3Item 1 Group 3Item 4 Group 3Item 2 Group 3Item 2 Group 4Item 2 Group 4Item 1 Group 5Item 1 Group 5Item 2 Group 5Item 2 Group 5Item 3 Group 5Item 1 SONDERS EASTDEVELOPMENT SOD FARM E VINE DR INTERSTATE 25 SBE MULBERRY ST GIDDINGS RDTURNBERRY RDRICHARDS LAKE RD MOUNTAIN VISTA DR N TIMBERLINE RDE LINCOLN AVE S TIMBERLINE RDCOUNTRY CLUB RD E COUNTY ROAD 48 §¨¦25 §¨¦25 Cooper Slough Selected Plan (2021)Figure 17: Prioritization of Selected Plan Components ANHEUSER BUSCH (AB)PLANT Sod Farm DiversionQ diverted = 752 cfs Proposed Sod Farm PondS = 164 AFMax WSE = 5033.2 ftBerm along southern end at 5037.0 ft Sod Farm Pond Outlet Pipeinto No. 8 Outlet Ditch36" R CP with a 33.6" OrificeQ = 54 cfs Mountain Vista DiversionFrom No8 Outlet Ditch Q = 250 cfsQ = 89 cfs Assume Full Developmentof AB Lands with 100yr ->2yr Detention (On-Site) Mountain Vista DiversionMay Be Conveyed InOpen Channel or Pipe throughMontava Development Proposed C&S/ Crumb Detention Pond (426)S = 193 AF WSE = 4987.0 ftQin = 903 cfs New AB Pond OutfallOverflow Flume Discharges into Cooper SloughQ = 304 cfs Existing AB 425 Pond Outlet Remains Connected to L&W CanalQ = 385 cfs Existing AB Pond 425 S = 47 AF Max WSE = 4983.5Qin = 732 cfs Remove Existing Flow Spill At CSRR Provide Open Channel to ConveyFlows on West Side of RR Combined Outlow FromC&S/ Crumb and L&W Canal SpillQ = 639 cfs Proposed E. Vine Dr. Culverts(3) 8' x 4' RCBCQ = 678 cfs Proposed E. Mulberry St. Culverts(2) 6' x 11' RCBCQ = 1050 cfsCOOPER SLOUGHCanal Spill to Dry CreekQ = 0 cfs Canal SpillQ = 421 cfsQ = 778 cfsQ = 357 cfsQ = 229 cfsQ = 339 cfsQ = 1002 cf sQ = 374 cfsNO. 8 OUTLET DITCHLARIMERCOLORADO & SOUTHERN RAILROADBOXELDE DRY CREEK WATERSHED COOPER SLOUGH WATERSHED BLACK H OLLOW OUTFALL CHANNELIMPROVEMENTS FROM 2006 MASTERPLAN NOT INC LUDED IN 2021 UPDATE Q = 250 cfs N. Poudre Reservoir No. 6Add 8-inch Iron Sill Plate toSpillwayQ = 547 cfsS = 679 AFMax WSE = 5163.2' Proposed (2) 6'x11' RCBCto Lake C anal SH-14 Proposed Channelto Box Elder Creek Channel and Bank Improvementsalong Cooper Slough Pond AS = 82 AFMax WSE = 5019.6 ftQout = 778 cfs Montava SwaleQ = 778 cfs Q = 149 cfsOverflow PondS = 20.3 AFWSE = 4980.2 ftQin = 112 cfs Proposed C&S/ Crumb Outfalls:42" R CP to AB Pond = 102 cfs3ft x 13.5ft RCBC to AB Pond (3ft above Pond inv) = 331 cfsSpill to Overflow Pond = 112cfs Overflow Pond Outfallinto L&W Canal48" R CP with a 44.4" OrificeQout = 103 cfs Proposed (3) 3'x15' RCBCunder Lake Canal Proposed Channel Proposed culvertsfor local drainage MONTAVADEVELOPMEN T MT VISTA AND TIMBERLINE ROADMIXED-USED DEVELOPMENT SONDERSDEVELOPMENT COUNTRY CLUB RESERVEDEVELOPMEN T Existing 24-in CulvertCapaity = 21cfs Culvert Crossing(3) 10'X3' RCBCQ = 888cfs Proposed Channel Formalize Spill from Lake Canal SONDERS EASTDEVELOPMENT SOD FARM E VINE DR INTERSTATE 25 SBE MULBERRY ST GIDDINGS RDTURNBERRY RDRICHARDS LAKE RD MOUNTAIN VISTA DR E LINCOLN AVE S TIM BE R LIN E R D COUNTRY CLUB RD E COUNTY ROAD 48 §¨¦25 §¨¦25 Cooper Slough Selected Plan (2021)Figure 3: Selected Plan Projects $ 0 0.5Miles Legend swaleOverflow_PondPond_AC&S_PondAB_PondCRUMB_OUTLETSod Farm PondProposed_ChannelProposed Culvert Montava Dev BoundaryWaters Edge Dev BoundaryCooper Slough Basin BoundaryMtVista !!!!!Anheuser Busch Property Larimer & Weld Canal No. 8 Outlet Ditch Sod Farm Pond COOPER SLOUGH WATERSHED BOX INTERSTATE HWY 25C&S/ Crumb Pond AB Pond 425 C&S Railroad ANHEUSER BUSCH (AB)PLANT Mountain VistaDiversion Sod FarmDiversion DRY CREEKWATERSHED Pond A Water's EdgeDevelopment Country ClubReserve MontavaDevelopment Mt Vista and Timberline RdMixed-Use Development C&S/ Crumb PondOverflow SB38 SB29 SB51 SB50 SB46 SB41 SB18 SB_L SB40 SB_NSB19 SB20_3 SB33.3 SB_G1 SB_I1 SB45 SB42 SB_K2 SB_H SB_M SB43 SB24 SB30 SB_P SB20_2 SB_I2 SB33.4 SB33.2 SB_OS-1 SB200 SB33.1 SB21 SB_C1 SB_K1 SB39 SB_B SB20_4 SB_A2 7 51 50 46 45 43 42 38 31 21 19 18 16 15 891 857856855 850 845 844 843 842 841 839 834 833 831 829822 819 730 729 442 439 431 428 427 7456 7446 7441 7436 7435 7430 7251 7240 7437 31.2 31.1 833.1 427.2 427.1 907 904 903 902 901 900 443 909a F E D C B A A2 A1 446 441 440 438 433 430 429 426 425 424 Storage_18 Storeage_21 Storeage_19 Storage_20_3 Storage_20_2 Storage_20_1 426_OVERFLOW 29344179 28 26 317724 51 7523522507387 71251 240723 8 7427 23143 2170 2427846 42 25218 30 26.1 31.2 229451831.1 26.2 23 74a73076 153 819834D442D 891 223 Cooper Slough Alternatives Analysis (2021)SWMM Model Routing Map - Middle Model $0 0.5Miles Legend Irrigation Canal SWMM Routing SWMM Junction X SWMM Flow Divider #*SWMM Outfall "SWMM Detention COOPER SLOUGH COOPER SLOUGHLarimer & Weld Canal No. 8 Outlet Ditch Sod Farm Pond COOPER SLOUGH WATERSHEDBOXELDER WATERSHEDINTERSTATE HWY 25C&S/ Crumb Pond AB Pond 425 C&S Railroad ANHEUSER BUSCH (AB)PLANT CR 4 CR 5 CR 52 Country ClubReserve Water's EdgeDevelopment MontavaDevelopment Mt Vista and Timberline RoadMixed-Used Development E VINE DR INTERSTATE 25 SBINTERSTATE 25 NBE DOUGLAS RD E COUNTY ROAD 56 GIDDINGS RDTURNBERRY RDRICHAR DS LAKE RD MOUN TAIN VISTA DR LINDENMEIER RDN TIMBERLINE RDCOUNTRY CLUB RD N COUNTY ROAD 9N COUNTY ROAD 11N LEMAY AVEGREGORY RDN COUNTY ROAD 13!*SB38 292.4 5%AC !*SB29 268.8 29%AC !*SB51 267.8 5%AC !*SB50 167.7 5%AC !*SB46 135.8 18%AC !*SB41 132.6 29%AC !*SB18 137.6 75%AC !*SB_L 110.5 60%AC !*SB40 110.7 53%AC !*SB20_3 96.1 75%AC !*SB_N 95.2 80%AC !*SB33.3 84.0 53%AC !*SB19 82.0 75%AC !*SB_G1 80.4 80%AC !*SB_I1 58.2 10%AC !*SB_K2 60.0 60%AC !*SB45 54.3 5%AC !*SB42 54.0 5%AC !*SB_H 45.6 10%AC !*SB20_2 45.6 45%AC !*SB33.4 41.7 53%AC !*SB24 33.7 45%AC !*SB33.1 33.9 8%AC !*SB200 33.6 5%AC !*SB30 33.5 49%AC !*SB_OS-1 45.0 20%AC !*SB_M 42.0 2%AC !*SB33.2 38.0 58%AC !*SB43 37.8 40%AC !*SB_I2 34.8 2%AC !*SB_P 30.2 2%AC !*SB_C1 27.6 50%AC !*SB21 22.6 75%AC !*SB_K1 22.8 60%AC !*SB_J1 20.5 50%AC !*SB20_4 19.9 25%AC !*SB_B 16.6 50%AC !*SB39 17.1 5%AC !*SB_A2 13.3 80%AC Cooper Slough Alternatives Analysis (2021)Subbasin Map - Middle Model $ 0 2,500Feet Legend SWMM Model Routing Cooper Slough Channel Irrigation Canal Subbasin Boundary !*Subbasin LabelSubbasinName Area(Ac)% Impv. Montava – Phase E Outfall & Detention System November 30, 2022 B-Hydrologic Calculations [TITLE] ;;Project Title/Notes Model 2 of 3 ...................................... Selected Plan Improvements: Sod Farm (Detention 438) C&S/Crumb Pond (Detention 426) AB Pond (Detention 425) No8 Outlet Ditch Spill (link 855D) Remove RR Overflow (node 7436) ...................................... Inflows from Upper model: Nodes: 7456, 7437, 7436, 7435 ...................................... Outflows into L&W Model: 900, 903, 901, 902, 904, 907 ...................................... Outflows in Lower Model: 909a [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION HORTON FLOW_ROUTING DYNWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING YES SKIP_STEADY_STATE NO START_DATE 01/28/2013 START_TIME 00:00:00 REPORT_START_DATE 01/28/2013 REPORT_START_TIME 00:00:00 END_DATE 02/01/2013 END_TIME 00:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 00:01:00 WET_STEP 00:01:00 DRY_STEP 01:00:00 ROUTING_STEP 0:00:05 RULE_STEP 00:00:00 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION D-W VARIABLE_STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- CONSTANT 0 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- 1 INTENSITY 0:05 1 TIMESERIES 1-100yr 2 INTENSITY 0:05 1 TIMESERIES 2 3 INTENSITY 0:05 1 TIMESERIES 3 WQ INTENSITY 0:05 1.0 TIMESERIES WQ [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- SB_A1 1 822.1 18.26 60.0 624 0.76 0 SB_A2 1 A2 14.73 69.1 568 1.3 0 SB_D 1 D 44.09 60 845 0.85 0 SB_E 1 E_Park 15.38 71.3 303 1.1 0 SB_F_Phase_D 1 F 34.64 60 933 0.5 0 SB_F_Phase_E 1 F 21.11 60 447 0.5 0 SB_G1 1 427 33.52 80 553 0.7 0 SB_G1_EX 1 427 39.9 5 805 0.7 0 SB_G2 1 G2 8.31 80 432 0.5 0 SB_OS-1 1 28 45 20 560 0.5 0 SB17 1 417 52.3 5 4140 3.9 0 SB18 1 Storage_18 137.6 75 5994 1 0 SB19 1 Storeage_19 82 75 3570 2.5 0 SB20_2 1 Storage_20_3 45.61 45 7250 0.5 0 SB20_3 1 Storage_20_1 96.1 75 14080 2 0 SB20_4 1 Storage_20_2 19.9 25 3560 0.5 0 SB200 1 826 33.6 5 1460 1.6 0 SB201 1 437 14.8 5 3220 2 0 SB21 1 421 22.6 5 2190 2.9 0 SB24 1 424 33.7 45 9790 3.3 0 SB25 1 725 129.1 5 5630 0.7 0 SB26 1 726 155.1 5 6756 2 0 SB28 1 POND_E_IN 82.4 10 1588 1.2 0 SB29 1 729 268.8 29 21290 0.6 0 SB30 1 430 33.5 49 4870 1.5 0 SB31 1 31 184.5 7 8040 2.1 0 SB32 1 432 119.95 6 1506 1.5 0 SB33.1 1 433 33.9 8 1480 2.1 0 SB33.2 1 433 38 58 5520 2.1 0 SB33.3 1 433 84 53 12200 2.1 0 SB33.4 1 433 41.7 53 6050 2.1 0 SB34 1 834 128.5 9 6220 1 0 SB37 1 37 34.6 23 3770 1.8 0 SB38 1 38 290.7 5 12660 2.8 0 SB39 1 839 17.1 5 2480 30.8 0 SB40 1 440 110.7 53 16070 2.7 0 SB41 1 441 132.6 29 38510 1.7 0 SB42 1 42 54 5 2350 1.3 0 SB43 1 43 37.8 40 2060 1.9 0 SB45 1 45 54.3 5 2370 1 0 SB46 1 46 135.8 18 5920 3.6 0 SB50 2 50 167.7 5 7310 1.9 0 SB51 2 51 267.8 5 11670 4.6 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- SB_A1 0.016 0.25 0.1 0.3 1 OUTLET SB_A2 0.016 0.25 0.1 0.3 1 OUTLET SB_D 0.016 0.25 0.1 0.3 1 OUTLET SB_E 0.016 0.25 0.1 0.3 1 OUTLET SB_F_Phase_D 0.016 0.25 0.1 0.3 1 OUTLET SB_F_Phase_E 0.016 0.25 0.1 0.3 1 OUTLET SB_G1 0.016 0.25 0.1 0.3 1 OUTLET SB_G1_EX 0.016 0.25 0.1 0.3 1 OUTLET SB_G2 0.016 0.25 0.1 0.3 1 OUTLET SB_OS-1 0.016 0.25 0.1 0.3 1 OUTLET SB17 0.016 0.25 0.1 0.3 1 OUTLET SB18 0.016 0.25 0.1 0.3 1 OUTLET SB19 0.016 0.25 0.1 0.3 1 OUTLET SB20_2 0.016 0.25 0.1 0.3 1 OUTLET SB20_3 0.016 0.25 0.1 0.3 1 OUTLET SB20_4 0.016 0.25 0.1 0.3 1 OUTLET SB200 0.016 0.25 0.1 0.3 1 OUTLET SB201 0.016 0.25 0.1 0.3 1 OUTLET SB21 0.016 0.25 0.1 0.3 1 OUTLET SB24 0.016 0.25 0.1 0.3 1 OUTLET SB25 0.016 0.25 0.1 0.3 1 OUTLET SB26 0.016 0.25 0.1 0.3 1 OUTLET SB28 0.016 0.25 0.1 0.3 1 OUTLET SB29 0.016 0.25 0.1 0.3 1 OUTLET SB30 0.016 0.25 0.1 0.3 1 OUTLET SB31 0.016 0.25 0.1 0.3 1 OUTLET SB32 0.016 0.25 0.1 0.3 1 OUTLET SB33.1 0.016 0.25 0.1 0.3 1 OUTLET SB33.2 0.016 0.25 0.1 0.3 1 OUTLET SB33.3 0.016 0.25 0.1 0.3 1 OUTLET SB33.4 0.016 0.25 0.1 0.3 1 OUTLET SB34 0.016 0.25 0.1 0.3 1 OUTLET SB37 0.016 0.25 0.1 0.3 1 OUTLET SB38 0.016 0.25 0.1 0.3 1 OUTLET SB39 0.016 0.25 0.1 0.3 1 OUTLET SB40 0.016 0.25 0.1 0.3 1 OUTLET SB41 0.016 0.25 0.1 0.3 1 OUTLET SB42 0.016 0.25 0.1 0.3 1 OUTLET SB43 0.016 0.25 0.1 0.3 1 OUTLET SB45 0.016 0.25 0.1 0.3 1 OUTLET SB46 0.016 0.25 0.1 0.3 1 OUTLET SB50 0.016 0.25 0.1 0.3 1 OUTLET SB51 0.016 0.25 0.1 0.3 1 OUTLET [INFILTRATION] ;;Subcatchment Param1 Param2 Param3 Param4 Param5 ;;-------------- ---------- ---------- ---------- ---------- ---------- SB_A1 0.51 0.5 6.48 7 0 SB_A2 0.51 0.5 6.48 7 0 SB_D 0.51 0.5 6.48 7 0 SB_E 0.51 0.5 6.48 7 0 SB_F_Phase_D 0.51 0.5 6.48 7 0 SB_F_Phase_E 0.51 0.5 6.48 7 0 SB_G1 0.51 0.5 6.48 7 0 SB_G1_EX 0.51 0.5 6.48 7 0 SB_G2 0.51 0.5 6.48 7 0 SB_OS-1 0.51 0.5 6.48 7 0 SB17 0.51 0.5 6.48 7 0 SB18 0.51 0.5 6.48 7 0 SB19 0.51 0.5 6.48 7 0 SB20_2 0.51 0.5 6.48 7 0 SB20_3 0.51 0.5 6.48 7 0 SB20_4 0.51 0.5 6.48 7 0 SB200 0.51 0.5 6.48 7 0 SB201 0.51 0.5 6.48 7 0 SB21 0.51 0.5 6.48 7 0 SB24 0.51 0.5 6.48 7 0 SB25 0.51 0.5 6.48 7 0 SB26 0.51 0.5 6.48 7 0 SB28 0.51 0.5 6.48 7 0 SB29 0.51 0.5 6.48 7 0 SB30 0.51 0.5 6.48 7 0 SB31 0.51 0.5 6.48 7 0 SB32 0.51 0.5 6.48 7 0 SB33.1 0.51 0.5 6.48 7 0 SB33.2 0.51 0.5 6.48 7 0 SB33.3 0.51 0.5 6.48 7 0 SB33.4 0.51 0.5 6.48 7 0 SB34 0.51 0.5 6.48 7 0 SB37 0.51 0.5 6.48 7 0 SB38 0.51 0.5 6.48 7 0 SB39 0.51 0.5 6.48 7 0 SB40 0.51 0.5 6.48 7 0 SB41 0.51 0.5 6.48 7 0 SB42 0.51 0.5 6.48 7 0 SB43 0.51 0.5 6.48 7 0 SB45 0.51 0.5 6.48 7 0 SB46 0.51 0.5 6.48 7 0 SB50 0.51 0.5 6.48 7 0 SB51 0.51 0.5 6.48 7 0 [JUNCTIONS] ;;Name Elevation MaxDepth InitDepth SurDepth Aponded ;;-------------- ---------- ---------- ---------- ---------- ---------- 7 5113 0 0 0 0 18 4990.22 0 0 0 0 19 5010 10 0 0 0 28 5028 0 0 0 0 31 4998.22 0 0 0 0 32 4995.37 0 0 0 0 37 5032.56 0 0 0 0 38 5037.85 0 0 0 0 42 5055.72 0 0 0 0 43 5094.93 0 0 0 0 45 5075.96 0 0 0 0 46 5083.14 0 0 0 0 50 5089.88 0 0 0 0 51 5088.52 0 0 0 0 427.1 4993.5 0 0 0 0 427.2 5000 0 0 0 0 725 4980.35 0 0 0 0 726 4984 0 0 0 0 729 5000.16 0 0 0 0 730 4989.47 0 0 0 0 819 4980 0 0 0 0 822.1 4986.29 0 0 0 0 822.2 4989.7 0 0 0 0 826 4986 0 0 0 0 828 4991.31 0 0 0 0 829 4984.74 0 0 0 0 831 4992.93 0 0 0 0 833.1 4994.22 0 0 0 0 833.2 4996.74 0 0 0 0 834 5019.03 0 0 0 0 839 5028.25 0 0 0 0 841 4999.29 0 0 0 0 842 5034.81 0 0 0 0 843 5032.85 0 0 0 0 844 5031.02 0 0 0 0 845 5048.19 0 0 0 0 850 5074.76 0 0 0 0 855 4983.94 0 0 0 0 856 4982.05 0 0 0 0 857 4982.05 0 0 0 0 940 5015.45 0 0 0 0 941 5008.4 0 0 0 0 942 5009.45 0 0 0 0 7240 5023 0 0 0 0 7244 5055.39 0 0 0 0 7251 5082.97 0 0 0 0 ;Invert elev. increased from 4992.90 to elev. 4995.95 to address SWMM Warning 10 7430 4992.90 0 0 0 0 7431 4991.94 0 0 0 0 7432 4993.9 0 0 0 0 7435 5028.27 0 0 0 0 ;Existing No. 6 Stage/Storage/Discharge 7436 5025.81 10 0 0 0 7437 5024.39 0 0 0 0 7441 5059.87 0 0 0 0 7446 5069.02 0 0 0 0 7456 5107.91 0 0 0 0 POND_E_IN 4996 0 0 0 0 [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- 417 4980.32 FREE NO ;NON-CONTRIBUTING AREA 421 4990 FREE NO ;non-tributary area 443 5072.27 FREE NO 900 4987 FREE NO ;Inflow into L&W Canal Model - xs20080 901 4974.02 FREE NO ;Inflow into L&W Canal Model - XS19405 to 17985 902 4973.21 FREE NO ;Inflow into L&W Canal Model - XS21990 to 20950 903 4977.40 FREE NO ;Inflow into L&W Canal Model - XS 15360 to XS 14550 904 4973.14 FREE NO ;Inflow into L&W Canal Model - XS 13415 907 4972.52 FREE NO [STORAGE] ;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD ;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- -------- -------- -------- ;STORYBROOK P.U.D. ON-SITE DETENTION POND 424 5010 8 0 TABULAR 424__Storage 0 0 425 4979 4.5 0 TABULAR 425__Storage 0 0 ;C&S RR DETENTION POND 426 4981 8.78 0 TABULAR 426_Storage 0 0 427 4989.22 6 0 TABULAR 427_Storage 0 0 ;ANHEUSER BUSCH ON-SITE DETENTION POND - Invert elev. incresed from 4992.90 to 4995.95 to address SWMM warning 10. 430 4992.90 5 0 TABULAR 430_Storage 0 0 432 4993.9 7.1 0 TABULAR 432_Storage 0 0 ;Maple Hill Ponds Combined 433 4999 7.51 3.05 TABULAR 433__Storage 0 0 437 5024.7 4.1 0 TABULAR 437_Storage 0 0 438 5027.5 5 0 TABULAR 438_Storage 0 0 ;Lind Development - Invert elev. increased from 5016 to elev. 5023 to address SWMM Warning 10 440 5025 8.85 1.76 TABULAR 440_Storage 0 0 ;RICHARD'S LAKE P.U.D. ON-SITE DETENTION POND 441 5061.76 8.7 0 TABULAR 441_Storage 0 0 446 5070 100 0 FUNCTIONAL 0 0 43560 0 0 A2 4999.69 8.5 0 TABULAR A2__Storage 0 0 D 5000 3 0 TABULAR D__Storage 0 0 E 4996 10.48 0 TABULAR E_Storage 0 0 F 4993.5 10.2 0 TABULAR F__Storage 0 0 G2 4989.98 7.5 0 TABULAR A2__Storage 0 0 Storage_18 4992 100 0 TABULAR onsite 0 0 Storage_20_1 4983 100 0 FUNCTIONAL 0 0 43560 0 0 Storage_20_2 5002 4 0 TABULAR Storage_SB_20_2 0 0 Storage_20_3 5009 9 0 TABULAR Storage_SB20_3 0 0 Storeage_19 4984 10 0 TABULAR onsite 0 0 E_Park 4996 10.48 0 TABULAR E_Storage 0 0 [CONDUITS] ;;Name From Node To Node Length Roughness InOffset OutOffset InitFlow MaxFlow ;;-------------- ---------------- ---------------- ---------- ---------- ---------- ---------- ---------- ---------- 18 18 819 695.6 0.04 0 0 0 0 22 Storage_20_2 900 1800 0.05 0 5 0 0 23 7 7456 50 0.035 0 5 0 0 25 725 425 1037.2 0.016 0 0 0 0 26 726 426 2114.1 0.035 0 0 0 0 26.1 427.1 427 1275 0.035 0 0 0 0 26.2 427.2 F 1600 0.035 0 0 0 0 28 28 POND_E_IN 2260 0.035 0 0 0 0 29 729 829 3322.3 0.035 0 0 0 0 30 730 829 1967.1 0.035 0 0 0 0 31 31 7431 2371.5 0.035 0 0 0 0 32.1 32 432 2162 0.035 0 0 0 0 32.2 833.2 32 1670 0.035 0 0 0 0 34 834 940 1764.8 0.035 0 0 0 0 37 37 437 1030.4 0.04 0 0 0 0 38 38 438 582.5 0.035 0 0 0 0 41 7441 841 3355.4 0.013 0 18.12 0 0 42 42 842 1275.7 0.04 0 0 0 0 43 43 443 1412.3 0.035 0 0 0 0 45 45 845 690.3 0.04 0 0 0 0 46 46 446 1763.13 0.035 0 0 0 0 50 50 850 1749.6 0.035 0 0 0 0 51 51 7251 1942.3 0.035 0 0 0 0 70 856 901 1380.3 0.035 0 0 0 0 71 822.1 855 1559.6 0.035 0 0 0 0 72.1 822.2 822.1 460 0.013 0 0 0 0 72.2 828 822.2 742 0.013 0 0 0 0 73.1 831 828 749 0.013 0 0 0 0 73.2 833.1 831 596 0.013 0 0 0 0 74.1 833.2 833.1 1260 0.035 0 0 0 250 74.2 841 833.2 1425 0.035 0 0 0 0 75 839 841 2027.9 0.035 0 0 0 0 76 844 839 505.4 0.035 0 0 0 0 77 845 842 2134.3 0.035 0 0 0 0 78 850 845 1440.1 0.035 0 0 0 0 79 7456 850 2859.4 0.035 0 0 0 0 153 19 822.1 1385 0.013 0 0 0 0 218 857 819 1522.9 0.04 0 0 0 0 227 826 726 1311.2 0.035 0 0 0 0 229 829 725 1117.8 0.016 0 0 0 0 231 7431 426 3227.2 0.04 0 0 0 0 232 7432 826 1794.4 0.035 0 0 0 0 234 942 7431 2396.1 0.035 0 0 0 0 235 7435 729 2906.9 0.035 0 0 0 0 236 7436 834 400 0.01 0 0 0 0 237 7437 834 1977.3 0.035 0 0 0 0 240 7240 833.1 2465.9 0.035 0 0 0 0 242 843 438 50 0.035 0 0 0 0 244 7244 437 3820.9 0.035 0 0 0 0 246 7446 845 680.3 0.013 0 0 0 0 251 7251 845 2547.2 0.035 0 0 0 0 730 7430 730 1967.1 0.035 0 0 0 0 819 819 902 625 0.013 0 0 0 0 ;SOD FARM SPILL FROM No. 8 OUTLET 842D 842 843 100 0.035 0 0 0 0 842L 842 844 250 0.035 0 0 0 391 855D 855 857 50 0.04 0 0 0 0 855L 855 856 50 0.035 0 0 0 0 940D 940 941 70 0.035 4.1 0 0 0 940L 940 942 564.5 0.035 0 0 0 1335 941 941 730 1870.1 0.035 0 0 0 0 POND_E_IN POND_E_IN E_Park 400 0.01 0 0 0 0 E_OUT E 831 21 0.015 0 2.965 0 0 E_OUT_Park E_Park 831 21 0.015 0 2.965 0 0 [ORIFICES] ;;Name From Node To Node Type Offset Qcoeff Gated CloseTime ;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- ---------- 446_OUT 446 7446 SIDE 0 0.65 NO 0 G2_OUT G2 822.1 SIDE 0 0.65 NO 0 427_OUT 427 826 SIDE 0 0.65 NO 0 F_OUT F 427.1 SIDE 0 0.65 NO 0 [WEIRS] ;;Name From Node To Node Type CrestHt Qcoeff Gated EndCon EndCoeff Surcharge RoadWidth RoadSurf Coeff. Curve ;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- -------- ---------- ---------- ---------- ---------- ---------------- 19 Storage_20_3 Storage_20_2 TRAPEZOIDAL 6 2.8 NO 0 0 YES [OUTLETS] ;;Name From Node To Node Offset Type QTable/Qcoeff Qexpon Gated ;;-------------- ---------------- ---------------- ---------- --------------- ---------------- ---------- -------- 1 Storage_20_1 903 0 FUNCTIONAL/DEPTH 14.1 0 NO 424_OUT 424 19 0 TABULAR/DEPTH 424__Out NO 425_OUT 425 907 0 TABULAR/DEPTH 425_Out NO 426_OUT 426 904 0 TABULAR/DEPTH 426_Out NO 430_OUT 430 7430 0 TABULAR/DEPTH 430_Out NO 432_OUT 432 7432 0 TABULAR/DEPTH 432_Out NO 433_OUT 433 833.1 0 TABULAR/DEPTH 433__Out NO 437_OUT 437 7437 0 TABULAR/DEPTH 437_Out NO 438_Out 438 437 0 TABULAR/DEPTH 438_Out NO ;Lind Drainage Report states maximum 3 cfs ;release rate (Page 7 of PDF) for Lind Pond 1 440_OUT 440 7240 0 TABULAR/DEPTH P40_Out NO 441_OUT 441 7441 0 TABULAR/DEPTH 441_Out NO 9 Storage_18 18 0 FUNCTIONAL/DEPTH 19.6 0 NO A2_OUT A2 822.2 0 TABULAR/DEPTH Pond_A2_Out YES D_OUT D 427.2 0 TABULAR/DEPTH D_Out NO OL1 Storeage_19 855 0 FUNCTIONAL/DEPTH 11.7 0 NO [XSECTIONS] ;;Link Shape Geom1 Geom2 Geom3 Geom4 Barrels Culvert ;;-------------- ------------ ---------------- ---------- ---------- ---------- ---------- ---------- 18 TRAPEZOIDAL 5 0 100 100 1 22 TRAPEZOIDAL 3 5 50 50 1 23 TRAPEZOIDAL 10 5 4 4 1 25 IRREGULAR 4:0:0:0.016:0.5:13:6:3:0.035:6 0 0 0 1 26 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 26.1 TRAPEZOIDAL 10 15 4 4 1 26.2 TRAPEZOIDAL 10 15 4 4 1 28 IRREGULAR 0:2:2:0.035:2:8:50:50:0.06:5 0 0 0 1 29 IRREGULAR 5:10:10:0.035:5:105:80:100:0.045:5 0 0 0 1 30 IRREGULAR 10:4:4:0.035:4:42:100:100:0.045:5 0 0 0 1 31 IRREGULAR 2:2:2:0.035:2:10:100:100:0.06:5 0 0 0 1 32.1 IRREGULAR 2:2:2:0.035:2:10:100:60:0.06:5 0 0 0 1 32.2 IRREGULAR 2:2:2:0.035:2:10:100:60:0.06:5 0 0 0 1 34 IRREGULAR 2:2:2:0.035:2:10:100:100:0.06:5 0 0 0 1 37 TRAPEZOIDAL 5 1 100 100 1 38 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 41 CIRCULAR 2 0 0 0 1 42 TRAPEZOIDAL 5 0 50 60 1 43 TRAPEZOIDAL 5 0 50 50 1 45 TRAPEZOIDAL 5 0 100 100 1 46 IRREGULAR 0:2:2:0.035:2:8:40:80:0.06:5 0 0 0 1 50 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 51 IRREGULAR 0:2:2:0.035:2:8:25:25:0.06:5 0 0 0 1 70 TRAPEZOIDAL 15 15 1.2 1.1 1 71 TRAPEZOIDAL 10 15 1.5 1.1 1 72.1 CIRCULAR 7 0 0 0 1 72.2 CIRCULAR 7 0 0 0 1 73.1 CIRCULAR 7 0 0 0 1 73.2 CIRCULAR 7 0 0 0 1 74.1 TRAPEZOIDAL 10 20 1.1 1.4 1 74.2 TRAPEZOIDAL 10 20 1.1 1.4 1 75 TRAPEZOIDAL 10 25 1.3 1.3 1 76 TRAPEZOIDAL 10 25 1.6 1.2 1 77 TRAPEZOIDAL 15 30 1.4 1.3 1 78 TRAPEZOIDAL 10 20 1.2 2.7 1 79 TRAPEZOIDAL 5 27 1.9 1.4 1 153 CIRCULAR 2 0 0 0 1 218 TRAPEZOIDAL 5 0 100 100 1 227 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 229 IRREGULAR 4:0:0:0.016:.5:13:6:3:0.035:5 0 0 0 1 231 IRREGULAR 2:2:2:0.035:2:10:50:100:0.06:10 0 0 0 1 232 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 234 IRREGULAR 2:2:2:0.035:2:10:5:10:0.06:10 0 0 0 1 235 IRREGULAR 5:10:10:0.035:5:105:80:100:0.045:5 0 0 0 1 236 DUMMY 0 0 0 0 1 237 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 240 IRREGULAR 0:2:2:0.035:2:8:80:100:0.06:5 0 0 0 1 242 IRREGULAR 0:2:2:0.035:2:8:100:100:0.06:5 0 0 0 1 244 TRAPEZOIDAL 5 5 4 4 1 246 CIRCULAR 2 0 0 0 1 251 IRREGULAR 0:2:2:0.035:2:8:1:50:0.06:5 0 0 0 1 730 IRREGULAR 10:4:4:0.035:4:42:100:100:0.045:5 0 0 0 1 819 DUMMY 0 0 0 0 1 842D TRAPEZOIDAL 7 20 6 6 1 842L TRAPEZOIDAL 10 25 1.6 1.2 1 855D TRAPEZOIDAL 5 15 20 20 1 855L TRAPEZOIDAL 15 15 1.2 1.1 1 940D IRREGULAR 2:2:2:0.035:2:10:5:10:0.06:10 0 0 0 1 940L IRREGULAR 2:2:2:0.035:2:10:5:10:0.06:10 0 0 0 1 941 IRREGULAR 2:2:2:0.035:2:10:5:10:0.06:10 0 0 0 1 POND_E_IN DUMMY 0 0 0 0 1 E_OUT CIRCULAR 0.5 0 0 0 1 E_OUT_Park CIRCULAR 0.5 0 0 0 1 446_OUT CIRCULAR 1.5 0 0 0 G2_OUT CIRCULAR 0.44 0 0 0 427_OUT CIRCULAR 0.93 0 0 0 F_OUT CIRCULAR 1 0 0 0 19 TRAPEZOIDAL 1 50 10 10 [TRANSECTS] ;;Transect Data in HEC-2 format ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:1:50:0.06:5 5 5 13 0.0 0.0 0 0 0 GR 100 0 95 5 93 9 95 13 100 263 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:100:100:0.06:5 5 500 508 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 95 508 100 1008 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:25:25:0.06:5 5 125 133 0.0 0.0 0 0 0 GR 100 0 95 125 93 129 95 133 100 258 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:40:20:0.06:6 5 240 248 0.0 0.0 0 0 0 GR 100 0 94 240 92 244 94 248 100 368 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:40:80:0.06:5 5 200 208 0.0 0.0 0 0 0 GR 100 0 95 200 93 204 95 208 100 608 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:40:90:0.06:5 5 200 208 0.0 0.0 0 0 0 GR 100 0 95 200 93 204 95 208 100 658 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:50:50:0.06:5 5 250 258 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 95 258 100 508 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:50:60:0.06:5 5 250 258 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 95 258 100 558 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:50:70:0.06:5 5 250 258 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 95 258 100 608 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:60:90:0.06:5 5 300 308 0.0 0.0 0 0 0 GR 100 0 95 300 93 304 95 308 100 758 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:80:100:0.06:5 5 400 408 0.0 0.0 0 0 0 GR 100 0 95 400 93 404 95 408 100 908 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:80:90:0.06:5 5 400 408 0.0 0.0 0 0 0 GR 100 0 95 400 93 404 95 408 100 858 ; NC 0.06 0.06 0.035 X1 0:2:2:0.035:2:8:90:90:0.06:5 5 450 458 0.0 0.0 0 0 0 GR 100 0 95 450 93 454 95 458 100 908 ; NC 0.04 0.04 0.016 X1 0:50:50:0.016:0.4:36:60:60:0.04:5 5 300 340 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 300 94.6 320 95 340 100 640 ; NC 0.02 0.02 0.016 X1 1:0:50:0.016:0.5:26:0:10:0.02:2 6 0.0 26 0.0 0.0 0.0 0.0 0.0 GR 100 0 98 0 97.5 0 97.5 1 98 26 GR 100 46 ; NC 0.06 0.06 0.045 X1 1:3:3:0.045:2:13:100:100:0.06:5 6 500 513 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 500 93 506 93 507 95 513 GR 100 1013 ; NC 0.01 0.01 0.016 X1 1:50:0:0.016:0.5 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GR 100 0 99.5 25 99.5 26 100 26 ; NC 0.02 0.02 0.016 X1 1:50:0:0.016:0.5:26:10:0:0.02:2 6 20 46 0.0 0.0 0.0 0.0 0.0 GR 100 0 98 20 97.5 45 97.5 46 98 46 GR 100 46 ; NC 0.045 0.045 0.035 X1 10:4:4:0.035:4:42:100:100:0.045:5 6 500 542 0.0 0.0 0 0 0 GR 100 0 95 500 91 516 91 526 95 542 GR 100 1042 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:100:100:0.016:10 6 1000 1010 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 1000 88 1004 88 1006 90 1010 GR 100 2010 ; NC 0.016 0.016 0.035 X1 2:2:2:0.035:2:10:100:100:0.016:5 6 500 510 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 1010 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:100:100:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 1010 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:100:50:0.06:10 6 1000 1010 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 1000 88 1004 88 1006 90 1010 GR 100 1510 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:100:60:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 810 ; NC 0.06 0.06 0.04 X1 2:2:2:0.035:2:10:100:70:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 860 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:20:20:0.06:5 6 100 110 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 100 93 104 93 106 95 110 GR 100 210 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:30:60:0.06:10 6 300 310 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 300 88 304 88 306 90 310 GR 100 910 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:5:10:0.06:10 6 50 60 0.0 0.0 0 0 0 GR 100 0 90 50 88 54 88 56 90 60 GR 100 160 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:50:100:0.06:10 6 500 510 0.0 0.0 0 0 0 GR 100 0 90 500 88 504 88 506 90 510 GR 100 1510 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:60:20:0.06:10 6 600 610 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 600 88 604 88 606 90 610 GR 100 810 ; NC 0.06 0.06 0.035 X1 2:2:2:0.035:2:10:80:5:0.06:10 6 800 810 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 800 88 804 88 806 90 810 GR 100 860 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:10:10:0.06:10 8 100 110 0.0 0.0 0 0 0 GR 100 0 90 100 90 100 88 104 88 106 GR 90 110 90 110 100 210 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:10:30:0.06:5 6 50 60 0.0 0.0 0 0 0 GR 100 0 95 50 93 54 93 56 95 60 GR 100 210 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:100:100:0.06:10 6 1000 1010 0.0 0.0 0 0 0 GR 100 0 90 1000 88 1004 88 1006 90 1010 GR 100 2010 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:100:100:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 1010 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:100:40:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 710 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:100:50:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 760 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:100:70:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 860 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:100:80:0.06:5 6 500 510 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 910 ; NC 0.06 0.04 0.04 X1 2:2:2:0.04:2:10:15:15:0.06:5 6 75 85 0.0 0.0 0 0 0 GR 100 0 95 75 93 79 93 81 95 85 GR 100 160 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:20:20:0.06:5 6 100 110 0.0 0.0 0 0 0 GR 100 0 95 100 93 104 93 106 95 110 GR 100 210 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:30:100:0.06:5 6 150 160 0.0 0.0 0 0 0 GR 100 0 95 150 93 154 93 156 95 160 GR 100 660 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:30:30:0.06:5 6 150 160 0.0 0.0 0 0 0 GR 100 0 95 150 93 154 93 156 95 160 GR 100 310 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:40:40:0.06:5 6 200 210 0.0 0.0 0 0 0 GR 100 0 95 200 93 204 93 206 95 210 GR 100 410 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:40:50:0.06:5 6 200 210 0.0 0.0 0 0 0 GR 100 0 95 200 93 204 93 206 95 210 GR 100 460 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:50:10:0.06:5 6 250 260 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 93 256 95 260 GR 100 310 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:50:100:0.06:5 6 250 260 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 93 256 95 260 GR 100 760 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:50:50:0.06:5 6 250 260 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 93 256 95 260 GR 100 510 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:60:100:0.06:10 6 600 610 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 600 88 604 88 606 90 610 GR 100 1610 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:80:80:0.06:10 6 900 910 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 900 88 904 88 906 90 910 GR 100 1410 ; NC 0.06 0.06 0.04 X1 2:2:2:0.04:2:10:80:80:0.06:5 6 400 410 0.0 0.0 0 0 0 GR 100 0 95 400 93 404 93 406 95 410 GR 100 810 ; NC 0.06 0.06 0.045 X1 2:2:2:0.045:2:10:100:100:0.06:5 6 500 510 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 500 93 504 93 506 95 510 GR 100 1010 ; NC 0.02 0.02 0.016 X1 2:50:50:0.016:0.5:50:10:10:0.02:2 6 20 72 0.0 0.0 0.0 0.0 0.0 GR 100 0 98 20 97.5 45 97.5 47 98 72 GR 100 92 ; NC 0.035 0.035 0.016 X1 4:0:0:0.016:0.5:13:6:3:0.035:6 8 40.5 44.5 0.0 0.0 0 0 0 GR 100 0 94 36 94 40.5 93.5 40.5 93.5 44.5 GR 94 44.5 94 49 100 67 ; NC 0.045 0.045 0.035 X1 5:10:10:0.035:5:105:80:100:0.045:5 6 400 505 0.0 0.0 0 0 0 GR 100 0 95 400 90 450 90 455 95 505 GR 100 1005 ; NC 0.06 0.06 0.04 X1 5:2:2:0.01:2:13:100:100:0.01:5 6 500 513 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 509 95 513 GR 100 1013 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:10:0.06:10 6 100 113 0.0 0.0 0 0 0 GR 100 0 90 100 88 104 88 109 90 113 GR 100 213 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:10:0.06:15 6 150 163 0.0 0.0 0.0 0.0 0.0 GR 100 0 85 150 83 154 83 159 85 163 GR 100 313 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:10:0.06:20 6 200 213 0.0 0.0 0.0 0.0 0.0 GR 100 0 80 200 78 204 78 209 80 213 GR 100 413 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:10:0.06:5 6 50 63 0.0 0.0 0 0 0 GR 100 0 95 50 93 54 93 59 95 63 GR 100 113 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:30:0.06:10 6 100 113 0.0 0.0 0 0 0 GR 100 0 90 100 88 104 88 109 90 113 GR 100 413 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:40:0.06:5 6 50 63 0.0 0.0 0 0 0 GR 100 0 95 50 93 54 93 59 95 63 GR 100 263 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:60:0.06:10 6 100 113 0.0 0.0 0 0 0 GR 100 0 90 100 88 104 88 109 90 113 GR 100 713 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:60:0.06:5 6 50 63 0.0 0.0 0 0 0 GR 100 0 95 50 93 54 93 59 95 63 GR 100 363 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:10:90:0.06:5 6 50 63 0.0 0.0 0 0 0 GR 100 0 95 50 93 54 93 59 95 63 GR 100 513 ; NC 0.04 0.04 0.035 X1 5:2:2:0.035:2:13:100:100:0.04:10 6 1000 1013 0.0 0.0 0.0 0.0 0.0 GR 100 0 90 1000 88 1004 88 1009 90 1013 GR 100 2013 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:100:100:0.06:10 6 1000 1013 0.0 0.0 0 0 0 GR 100 0 90 1000 88 1004 88 1009 90 1013 GR 100 2013 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:100:100:0.06:5 6 500 513 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 509 95 513 GR 100 1013 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:100:20:0.06:10 6 1000 1013 0.0 0.0 0 0 0 GR 100 0 90 1000 88 1004 88 1009 90 1013 GR 100 1213 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:100:20:0.06:5 6 500 513 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 509 95 513 GR 100 613 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:100:40:0.06:5 6 500 513 0.0 0.0 0 0 0 GR 100 0 95 500 93 504 93 509 95 513 GR 100 713 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:15:100:0.06:10 6 150 163 0.0 0.0 0 0 0 GR 100 0 90 150 88 154 88 159 90 163 GR 100 1163 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:15:100:0.06:5 6 75 88 0.0 0.0 0 0 0 GR 100 0 95 75 93 79 93 84 95 88 GR 100 588 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:15:15:0.06:10 6 150 163 0.0 0.0 0 0 0 GR 100 0 90 150 88 154 88 159 90 163 GR 100 313 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:15:15:0.06:5 6 75 88 0.0 0.0 0 0 0 GR 100 0 95 75 93 79 93 84 95 88 GR 100 163 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:15:20:0.06:5 6 75 88 0.0 0.0 0 0 0 GR 100 0 95 75 93 79 93 84 95 88 GR 100 188 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:20:10:0.06:5 6 100 113 0.0 0.0 0 0 0 GR 100 0 95 100 93 104 93 109 95 113 GR 100 163 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:20:100:0.06:10 8 200 213 0.0 0.0 0 0 0 GR 100 0 90 200 90 200 88 204 88 209 GR 90 213 90 213 100 1213 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:20:20:0.06:10 6 200 213 0.0 0.0 0 0 0 GR 100 0 90 200 88 204 88 209 90 213 GR 100 413 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:20:20:0.06:15 6 300 313 0.0 0.0 0 0 0 GR 100 0 85 300 83 304 83 309 85 313 GR 100 613 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:20:20:0.06:5 6 100 113 0.0 0.0 0 0 0 GR 100 0 95 100 93 104 93 109 95 113 GR 100 213 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:20:30:0.06:10 6 200 213 0.0 0.0 0 0 0 GR 100 0 90 200 88 204 88 209 90 213 GR 100 513 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:25:25:0.06:5 6 125 138 0.0 0.0 0 0 0 GR 100 0 95 125 93 129 93 134 95 138 GR 100 263 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:30:10:0.06:10 8 306.5 319.5 0.0 0.0 0 0 0 GR 100 0 90 300 90 306.5 88 310.5 88 315.5 GR 90 319.5 90 326 100 426 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:30:10:0.06:5 6 150 163 0.0 0.0 0 0 0 GR 100 0 95 150 93 154 93 159 95 163 GR 100 213 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:30:100:0.06:10 6 300 313 0.0 0.0 0 0 0 GR 100 0 90 300 88 304 88 309 90 313 GR 100 1313 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:30:30:0.06:10 6 300 313 0.0 0.0 0 0 0 GR 100 0 90 300 88 304 88 309 90 313 GR 100 613 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:30:30:0.06:5 6 150 163 0.0 0.0 0 0 0 GR 100 0 95 150 93 154 93 159 95 163 GR 100 313 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:35:35:0.06:5 6 175 188 0.0 0.0 0 0 0 GR 100 0 95 175 93 179 93 184 95 188 GR 100 363 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:40:10:0.06:10 6 400 413 0.0 0.0 0 0 0 GR 100 0 90 400 88 404 88 409 90 413 GR 100 513 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:40:10:0.06:5 6 200 213 0.0 0.0 0 0 0 GR 100 0 95 200 93 204 93 209 95 213 GR 100 263 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:40:100:0.06:10 6 400 413 0.0 0.0 0 0 0 GR 100 0 90 400 88 404 88 409 90 413 GR 100 1413 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:40:40:0.06:10 6 400 413 0.0 0.0 0 0 0 GR 100 0 90 400 88 404 88 409 90 413 GR 100 813 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:40:40:0.06:5 6 200 213 0.0 0.0 0 0 0 GR 100 0 95 200 93 204 93 209 95 213 GR 100 413 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:50:15:0.06:5 6 250 263 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 93 259 95 263 GR 100 338 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:50:30:0.06:5 6 250 263 0.0 0.0 0 0 0 GR 100 0 95 250 93 254 93 259 95 263 GR 100 413 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:60:10:0.06:10 6 600 613 0.0 0.0 0 0 0 GR 100 0 90 600 88 604 88 609 90 613 GR 100 713 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:60:60:0.06:5 6 300 313 0.0 0.0 0 0 0 GR 100 0 95 300 93 304 93 309 95 313 GR 100 613 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:80:100:0.06:10 6 800 813 0.0 0.0 0 0 0 GR 100 0 90 800 88 804 88 809 90 813 GR 100 1813 ; NC 0.06 0.06 0.035 X1 5:2:2:0.035:2:13:80:20:0.06:10 6 800 813 0.0 0.0 0 0 0 GR 100 0 90 800 88 804 88 809 90 813 GR 100 1013 ; NC 0.06 0.06 0.04 X1 5:2:2:0.04:2:13:40:100:0.06:10 6 400 413 0.0 0.0 0 0 0 GR 100 0 90 400 88 404 88 409 90 413 GR 100 1413 ; NC 0.06 0.06 0.035 X1 AB 8 40.5 44.5 0.0 0.0 0.0 0.0 0.0 GR 102 0 94 36 94 40.5 93.5 40.5 93.5 44.5 GR 94 44.5 94 49 102 67 ; NC 0.06 0.06 0.035 X1 AB2 8 34.5 38.5 0.0 0.0 0.0 0.0 0.0 GR 102 0 95 30 95 34.5 94.5 34.5 94.5 38.5 GR 95 38.5 95 43 102 58 ; ;Developed from Boxelder overflow as-built plans by Anderson Consulting Engineers NC .06 .06 .035 X1 BEOverflow_Lower 9 20 140 0.0 0.0 0.0 0.0 0.0 GR 102 0 100 0.1 95 20 94.5 75 93.5 80 GR 94.5 85 95 140 100 160 102 160.1 ; ;Taken from Anderson as-built plans NC .06 .06 .035 X1 BEOverflow_Upper 7 28 92 0.0 0.0 0.0 0.0 0.0 GR 100 0 93 28 92.5 55 91.5 60 92.5 65 GR 93 92 100 120 ; ;Revised transect 0:2:2:0.035:2:8:100:100:0.06:5 NC .06 .06 .035 X1 C203_revised 5 500 508 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 500 94.8 504 95 508 100 1008 ; ;Revised transect 5:2:2:0.035:2:13:20:20:0.06:15 NC .06 .06 .035 X1 C96_revised 6 300 313 0.0 0.0 0.0 0.0 0.0 GR 100 0 85 300 84.8 304 84.8 309 85 313 GR 100 613 ; NC 0.035 0.035 0.016 X1 4:0:0:0.016:.5:13:6:3:0.035:5 8 34.5 38.5 0.0 0.0 0.0 0.0 0.0 GR 100 0 95 30 95 34.5 94.5 34.5 94.5 38.5 GR 95 38.5 95 43 100 58 [LOSSES] ;;Link Kentry Kexit Kavg Flap Gate Seepage ;;-------------- ---------- ---------- ---------- ---------- ---------- E_OUT 0 0 0 YES 0 E_OUT_Park 0 0 0 YES 0 [INFLOWS] ;;Node Constituent Time Series Type Mfactor Sfactor Baseline Pattern ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- 7 FLOW DitchFlow250cfs FLOW 1.0 1.0 7244 FLOW Inflow7244 FLOW 1.0 1.0 7435 FLOW Inflow7435 FLOW 1.0 1.0 7436 FLOW Inflow7436 FLOW 1.0 1.0 7456 FLOW Inflow7456 FLOW 1.0 1.0 [CURVES] ;;Name Type X-Value Y-Value ;;-------------- ---------- ---------- ---------- 601_Diversion Diversion 0 0 601_Diversion 200 0 601_Diversion 400 115.34 601_Diversion 1200 863.02 601_Diversion 4400 3320.07 601_Diversion 5600 4188.42 601_Diversion 7000 5079.48 ; 602_Diversion Diversion 0 0 602_Diversion 2000 0 602_Diversion 2200 13.85 602_Diversion 2800 480.41 602_Diversion 6200 3445.86 602_Diversion 7000 4087.65 ; 608_Diversion Diversion 0 0 608_Diversion 1166.81 926.68 608_Diversion 1699.45 1312.47 608_Diversion 2048.7 1623.14 608_Diversion 4087.65 3514.13 ; 610_Diversion Diversion 0 0 610_Diversion 56 3.09 610_Diversion 448 62.97 610_Diversion 728 122.55 610_Diversion 1456 309.25 610_Diversion 2520 629.97 ; 613_Diversion Diversion 0 0 613_Diversion 56.02 55.99 613_Diversion 112.01 88.34 613_Diversion 168.02 104.46 613_Diversion 934.9 198.59 613_Diversion 2386.64 323.04 ; 615_Diversion Diversion 0 0 615_Diversion 145 2 615_Diversion 300 28 615_Diversion 400 53 615_Diversion 500 82 615_Diversion 652 129 615_Diversion 800 177 615_Diversion 2000 640 ; 616_Diversion Diversion 0 0 616_Diversion 15.55 0 616_Diversion 97.47 4.84 616_Diversion 204.7 22.33 616_Diversion 309.27 44.93 616_Diversion 454.67 82.02 616_Diversion 629.99 133.37 ; 617_Diversion Diversion 0 0 617_Diversion 78 0 617_Diversion 500 0 617_Diversion 1276 105 ; 618_Diversion Diversion 0 0 618_Diversion 74 0 618_Diversion 510 10 618_Diversion 1342 66 ; 630_Diversion Diversion 0 0 630_Diversion 5.9 5.8 630_Diversion 21.2 18 630_Diversion 50 42.5 ; 631_Diversion Diversion 0 0 631_Diversion 5.8 5.7 631_Diversion 20.9 17.8 631_Diversion 50 42.5 ; 632_Diversion Diversion 0 0 632_Diversion 8.2 7.9 632_Diversion 32.4 25.4 632_Diversion 50 39.2 ; 633_Diversion Diversion 0 0 633_Diversion 4.3 4.1 633_Diversion 22.7 15.8 633_Diversion 50 34.8 ; 634_Diverison Diversion 0 0 634_Diverison 30.2 19 634_Diverison 50 31.5 ; 804_Diversion Diversion 0 0 804_Diversion 130 0 804_Diversion 900 770 ; 812_Diversion Diversion 0 0 812_Diversion 800 0 812_Diversion 1000 1.4 812_Diversion 1200 10.2 812_Diversion 1400 25 812_Diversion 1600 50.1 812_Diversion 1800 92.3 812_Diversion 2000 143.9 812_Diversion 2200 201.2 812_Diversion 2400 264.1 812_Diversion 2600 324.1 812_Diversion 2800 372.3 ; 828__Diversion Diversion 0 0 828__Diversion 250 0 828__Diversion 300 0 828__Diversion 350 0 828__Diversion 400 0 828__Diversion 450 0 828__Diversion 500 0 828__Diversion 550 27.81 828__Diversion 600 68.75 828__Diversion 650 112.56 828__Diversion 700 157.56 828__Diversion 750 203.01 828__Diversion 800 248.82 828__Diversion 850 294.48 828__Diversion 900 340.25 828__Diversion 950 387.76 828__Diversion 1000 434.45 ; 828_Diversion Diversion 0 0 828_Diversion 250 0 828_Diversion 300 0 828_Diversion 350 0 828_Diversion 400 0 828_Diversion 450 0 828_Diversion 500 0 828_Diversion 550 27.81 828_Diversion 600 68.75 828_Diversion 650 112.56 828_Diversion 700 157.56 828_Diversion 750 203.01 828_Diversion 800 248.82 828_Diversion 850 294.48 828_Diversion 900 340.25 828_Diversion 950 387.76 828_Diversion 1000 434.45 ; ;Revised Mountain Vista Diversion for the 2014 Alternatives Analysis 828_Diversion_Revised Diversion 0 0 828_Diversion_Revised 250 0 828_Diversion_Revised 251 1 828_Diversion_Revised 1000 750 ; 835_Diversion Diversion 0 0 835_Diversion 440 0 835_Diversion 700 260 ; 842_Diversion Diversion 0 0 842_Diversion 100 0 842_Diversion 150 0 842_Diversion 200 0 842_Diversion 250 0 842_Diversion 300 0 842_Diversion 350 6.42 842_Diversion 400 38.2 842_Diversion 450 79.82 842_Diversion 500 127.8 842_Diversion 550 173.91 842_Diversion 600 216.2 842_Diversion 650 272.31 842_Diversion 700 319.17 842_Diversion 750 370.31 842_Diversion 800 416.39 842_Diversion 850 469.76 842_Diversion 900 518.83 842_Diversion 950 569.02 842_Diversion 1000 616.97 842_Diversion 1100 718.32 842_Diversion 1200 797.91 ; 855_Diversion Diversion 0 0 855_Diversion 250 208.87 855_Diversion 300 216.21 855_Diversion 350 221.7 855_Diversion 400 226.05 855_Diversion 450 229.87 855_Diversion 500 233.19 855_Diversion 522.44 234.43 855_Diversion 531.11 234.95 855_Diversion 537.4 235.46 855_Diversion 542.64 235.71 855_Diversion 547.23 235.96 855_Diversion 551.41 236.19 855_Diversion 555.26 236.44 855_Diversion 558.84 236.64 855_Diversion 562.31 236.94 855_Diversion 585.51 237.03 ; ;From HECRAS Optimized Junction BE_Overflow 885_Diversion Diversion 0 0 885_Diversion 893 418 885_Diversion 2418 1617 885_Diversion 3378 2427 885_Diversion 4000 3200 ; 888_Diversion Diversion 0 0 888_Diversion 90 0 888_Diversion 200 110 ; 893_Diversion Diversion 0 0 893_Diversion 18 0 893_Diversion 125 28 893_Diversion 516 241 893_Diversion 1266 756 893_Diversion 1815 1171 893_Diversion 2367 1628 ; ;Flows up to the 100-year event are kept in the main channel of Boxelder Creek after the construction of the East Side Detention Facility, elminating flooding south at this diversion. The 500-year flood event was not evaluated and may still cause water to flow to the south along this split. The final point in this curve is a placeholder for 500-year evaluation, the curve will need to be evaluated and rebuilt if the 500-year event is ever evaluated. 925_Diversion-PP Diversion 0 0 925_Diversion-PP 1104.3 0 925_Diversion-PP 1236.64 0 925_Diversion-PP 2296.6 0 925_Diversion-PP 4010.98 0 925_Diversion-PP 5843.61 4372.88 ; 928_Diversion Diversion 0 0 928_Diversion 200 24.4 928_Diversion 2800 2602 ; 937_Diversion Diversion 0 0 937_Diversion 366.24 0 937_Diversion 420.25 0.59 937_Diversion 501.58 17.45 937_Diversion 648.08 99.24 937_Diversion 1583.13 765.3 937_Diversion 1793.75 776.78 937_Diversion 1920.52 867.88 ; 940_Diversion Diversion 0 0 940_Diversion 100 0 940_Diversion 260 0.1 940_Diversion 700 97.8 940_Diversion 800 128.2 940_Diversion 1000 196.2 940_Diversion 1200 259.7 940_Diversion 1400 334.4 940_Diversion 1500 368.9 940_Diversion 1700 421.7 940_Diversion 1800 461.6 940_Diversion 2000 520.8 ; 401_Out Rating 0 0 401_Out 1 37 401_Out 2 85 401_Out 3 97 401_Out 4 107 ; 402_Out Rating 0 0 402_Out 0.5 34 402_Out 1 180 402_Out 1.5 395 402_Out 2 669 402_Out 2.5 1000 402_Out 3 1386 ; 403_Out Rating 0 0 403_Out 1 236 403_Out 2 872 403_Out 3 1802 403_Out 4 3118 403_Out 5 4662 403_Out 5.5 5494 ; 406_Out Rating 0 0 406_Out 7.6 191.4 406_Out 8.5 853.3 406_Out 11.08 1040 406_Out 11.31 1600 406_Out 11.45 2000 406_Out 11.53 2400 406_Out 11.64 2800 ; 4121.21_Out Rating 0 0 4121.21_Out 1 0 4121.21_Out 2 0 4121.21_Out 3 0 4121.21_Out 4 0 4121.21_Out 5 0 4121.21_Out 5.5 0 4121.21_Out 6 98.9 4121.21_Out 7 115 4121.21_Out 8 125.5 4121.21_Out 9 135.1 4121.21_Out 10 144.1 4121.21_Out 10.4 147.5 ; 4122.2_Out Rating 0 0 4122.2_Out 10 0 4122.2_Out 11 8 4122.2_Out 12 16.4 4122.2_Out 13 23.2 4122.2_Out 14 28.4 4122.2_Out 15 32.8 4122.2_Out 15.1 33.4 4122.2_Out 15.2 33.6 4122.2_Out 16 36.6 ; 4123.21_Out Rating 0 0 4123.21_Out 1 4.2 4123.21_Out 2 8.4 4123.21_Out 3 11.1 4123.21_Out 4 13.3 4123.21_Out 5 15.2 4123.21_Out 6.3 17.3 ; 4123.22_Out Rating 0 0 4123.22_Out 4.8 0 4123.22_Out 6 5.15 4123.22_Out 7 8.92 4123.22_Out 8 11.52 4123.22_Out 9 13.63 4123.22_Out 10 15.45 ; 4123.4_Out Rating 0 0 4123.4_Out 1 2.9 4123.4_Out 2 5 4123.4_Out 3 10.3 4123.4_Out 4 17.6 4123.4_Out 5 22.3 4123.4_Out 5.08 22.6 4123.4_Out 5.11 37.2 4123.4_Out 6 106.1 4123.4_Out 6.6 129.4 ; 4123.5_Out Rating 0 0 4123.5_Out 2 0 4123.5_Out 4 0 4123.5_Out 4.9 0 4123.5_Out 5 15.9 4123.5_Out 6 52.6 4123.5_Out 6.3 59.4 ; 413_Out Rating 0 0 413_Out 5.6 26.5 413_Out 5.8 100 413_Out 6.4 1000 413_Out 6.6 2000 413_Out 6.8 3000 413_Out 7 4000 413_Out 7.1 5000 413_Out 7.2 5750 ; 4141.2_Out Rating 0 0 4141.2_Out 1 4.6 4141.2_Out 2 10.3 4141.2_Out 4 16.6 4141.2_Out 6 21.1 4141.2_Out 7.6 24.1 4141.2_Out 8 28.2 4141.2_Out 8.4 35.2 ; ;Trailhead Development 415.4_Out Rating 0 0 415.4_Out 1 0 415.4_Out 2 0 415.4_Out 3 4.65 415.4_Out 4 5.81 415.4_Out 5 6.78 415.4_Out 6 7.65 415.4_Out 7 8.43 415.4_Out 8 9.15 415.4_Out 9 9.81 415.4_Out 10 10.43 415.4_Out 11 11.03 415.4_Out 12 11.59 ; 415_Out Rating 0 0 415_Out 1 0 415_Out 2 0 415_Out 3 3.37 415_Out 4 4.16 415_Out 5 4.83 415_Out 6 5.42 415_Out 7 5.95 415_Out 8 6.44 415_Out 9 6.89 415_Out 10 7.32 ; 416_Out Rating 0 0 416_Out 10 0 416_Out 10.1 40 416_Out 10.2 80 416_Out 10.25 120 416_Out 10.3 160 416_Out 10.34 200 416_Out 10.38 240 416_Out 10.42 280 ; 424__Out Rating 0 0 424__Out 0.7 1.6 424__Out 1.7 3.7 424__Out 2.7 5 424__Out 3.7 6 424__Out 4.7 6.8 424__Out 5.7 7.6 424__Out 6.7 8.3 424__Out 7.1 8.6 424__Out 7.7 36.9 ; 424_Out Rating 0 0 424_Out 0.7 1.6 424_Out 1.7 3.7 424_Out 2.7 5 424_Out 3.7 6 424_Out 4.7 6.8 424_Out 5.7 7.6 424_Out 6.7 8.3 424_Out 7.1 8.6 424_Out 7.7 36.9 ; 425_Out Rating 0 0 425_Out 1 28.7 425_Out 2 162.7 425_Out 3 272.6 425_Out 4 392 425_Out 6 738.78 ; 426_Out Rating 0 0 426_Out 4 15.2 426_Out 6 20.4 426_Out 7.8 124.2 426_Out 8 224.6 426_Out 8.1 324.8 426_Out 8.2 425 426_Out 8.3 525.1 426_Out 8.4 625.3 426_Out 8.5 725.4 426_Out 8.53 825.5 426_Out 8.6 925.6 426_Out 8.64 1025.7 426_Out 8.69 1125.8 426_Out 8.74 1225.9 426_Out 8.78 1326 ; ;18" RCP 427_Out Rating 0 0 427_Out 0.94 2.5 427_Out 1.42 5 427_Out 1.93 7.5 427_Out 2.72 10 427_Out 3.66 12.5 427_Out 4.75 15 427_Out 6.03 17.5 427_Out 7.48 20 427_Out 9.11 22.5 427_Out 10.94 25 ; 428_Out Rating 0 0 428_Out 2.8 0 428_Out 3 17.4 428_Out 3.2 51.4 428_Out 3.4 100.4 428_Out 3.6 154 428_Out 3.8 214.4 428_Out 4 281.8 428_Out 4.2 352.5 428_Out 4.4 427.4 ; 430_Out Rating 1.05 0.9 430_Out 2.25 1.1 430_Out 3.57 1.3 430_Out 4.18 1.4 430_Out 4.38 8.4 430_Out 4.74 29 ; 431_Out Rating 0 0 431_Out 2.94 8.1 431_Out 3.55 200 431_Out 3.74 400 431_Out 3.89 600 431_Out 4.02 800 431_Out 4.12 1000 431_Out 4.21 1200 431_Out 4.3 1400 431_Out 4.37 1600 431_Out 4.44 1800 ; 432_Out Rating 0 0 432_Out 5.02 0 432_Out 5.4 100 ; ;Final Drainage Report for Maple Hill ;states maximum release rate of 10 cfs for site. ;(Page 29 of PDF) 433__Out Rating 0 0 433__Out 3.05 0 433__Out 3.1 10 433__Out 7.51 10 ; ;Final Drainage Report for Maple Hill ;states maximum release rate of 10 cfs for site. ;(Page 29 of PDF) 433_Out Rating 0 0 433_Out 3.05 0 433_Out 3.1 10 433_Out 7.51 10 ; 435_Out Rating 0 0 435_Out 1.21 0 435_Out 3.21 29.1 435_Out 5.21 56.6 435_Out 5.61 100 435_Out 5.81 200 435_Out 5.91 300 435_Out 6.01 400 435_Out 6.21 500 ; 436_Out Rating 0 0 436_Out 3.9 13.3 436_Out 4.4 200 436_Out 4.6 400 436_Out 4.8 600 436_Out 4.9 800 436_Out 4.95 1000 436_Out 5 1200 436_Out 5.1 1400 436_Out 5.2 1600 436_Out 5.3 1800 ; 437_Out Rating 0 0 437_Out 3.3 5.5 437_Out 3.7 100 437_Out 3.9 200 437_Out 4 300 437_Out 4.1 400 ; 438_Out Rating 0 0 438_Out 4.63 0 438_Out 4.68 0.14 438_Out 4.71 0.43 438_Out 4.75 1.2 438_Out 4.78 3 438_Out 4.79 5.41 438_Out 4.8 6.84 438_Out 4.81 8.45 438_Out 4.82 10.18 438_Out 4.83 10.83 ; 441_Out Rating 0 0 441_Out 2.2 0 441_Out 2.9 0.4 441_Out 3 2.5 441_Out 4 3.2 441_Out 5 3.8 441_Out 6 4.2 441_Out 7 4.7 441_Out 8 5.1 441_Out 8.7 5.4 ; 446_Out Rating 0 0 446_Out 5.2 19.8 446_Out 5.5 100 446_Out 5.7 200 446_Out 5.8 300 446_Out 5.9 400 446_Out 5.96 500 446_Out 6 580 ; 456_Out Rating 0 0 456_Out 0.24 189 456_Out 0.74 368 456_Out 1.24 547 456_Out 1.74 789 456_Out 2.24 1030 456_Out 2.74 1327 456_Out 3.24 1623 ; 457_Out Rating 0 0 457_Out 0.25 3.8 457_Out 0.5 9.3 457_Out 0.75 30.8 457_Out 1 63.5 457_Out 2 328.7 457_Out 3 745.8 457_Out 4 1300.5 ; 458_Out Rating 0 0 458_Out 1 340 458_Out 2 1240 458_Out 3 2600 458_Out 4 4400 458_Out 5 6600 458_Out 6 9300 458_Out 6.51 11000 ; 459_Out Rating 0 0 459_Out 5 0 459_Out 5.1 1000 ; ;Curve begins at WQCV Elev: 4961 470_Out Rating 0 0 470_Out 1 0 470_Out 1.2 1.8 470_Out 3.2 1.8 470_Out 3.7 43.8 ; 471_Out Rating 0 0 471_Out 1.5 0 471_Out 2 1.5 471_Out 3.8 1.5 471_Out 4 16.8 ; 472_Out Rating 0 0 472_Out 1.2 0 472_Out 1.4 3 472_Out 4.7 3 472_Out 5.2 62.4 ; 473_Out Rating 0 0 473_Out 0.5 11.7 473_Out 4.4 11.7 473_Out 4.9 149.6 ; 474_Out Rating 0 0 474_Out 1.9 0 474_Out 4.6 43.5 474_Out 5.1 228.4 ; 475_Out Rating 0 0 475_Out 1 930 475_Out 2 2720 475_Out 3 5010 475_Out 4 7730 475_Out 5 10880 ; 476_Out Rating 0 0 476_Out 1 1050 476_Out 2 3000 476_Out 3 5458 476_Out 4 8405 476_Out 5 11748 476_Out 6 15446 ; 477_Out Rating 0 0 477_Out 0.1 100 477_Out 0.85 1000 477_Out 1.87 3000 477_Out 2.66 5000 477_Out 3.33 7000 477_Out 3.93 9000 477_Out 4.21 10000 477_Out 4.34 10500 477_Out 4.48 11000 477_Out 4.61 11500 477_Out 4.73 12000 477_Out 4.86 12500 ; ;Sunflower Pond 486.2_Out Rating 0 0 486.2_Out 1 0 486.2_Out 2 0 486.2_Out 3 23.2 486.2_Out 4 28.4 486.2_Out 4.8 32 ; ;Clydesdale Development 486.3_Out Rating 0 0 486.3_Out 1 8.2 486.3_Out 2 16.4 486.3_Out 3 23.2 486.3_Out 3.5 25.9 486.3_Out 4 49.6 486.3_Out 4.7 110.4 ; 490_Out Rating 0 0 490_Out 0.5 500 490_Out 1.5 1750 490_Out 2.5 3750 490_Out 3.5 6250 490_Out 4.5 8800 490_Out 5.5 12100 490_Out 6.5 16000 490_Out 7 18000 ; 491_Out Rating 0 90 491_Out 0.4 90 491_Out 0.9 90 491_Out 1.4 90 491_Out 1.9 90 491_Out 2.4 90 491_Out 2.5 90.4 491_Out 2.6 91.2 491_Out 2.7 92.2 491_Out 2.8 93.4 491_Out 2.9 94.7 491_Out 3 96.2 491_Out 3.1 97.8 491_Out 3.2 99.6 491_Out 3.3 101.4 491_Out 3.4 103.4 491_Out 3.5 130.3 491_Out 3.6 178 491_Out 3.7 239.2 491_Out 3.8 311.4 491_Out 3.9 393 491_Out 4.4 915.4 491_Out 4.9 1589.8 491_Out 5.4 2387.2 491_Out 5.9 3290.9 491_Out 6.4 4289.5 ; 492_Out Rating 0 0 492_Out 1 300 492_Out 2 1275 492_Out 3 2850 492_Out 4 4950 492_Out 5 7750 ; 493_Out Rating 0 0 493_Out 0.5 3.8 493_Out 1 53.7 493_Out 1.5 220.1 493_Out 1.85 421.9 ; 495_Out Rating 0 0 495_Out 0.5 8.5 495_Out 1 53.6 495_Out 1.5 161.8 495_Out 2 335.2 495_Out 2.5 576.7 495_Out 2.83 739.4 ; 496_Out Rating 0 0 496_Out 1.5 38.2 496_Out 2 44.2 496_Out 2.5 49.4 496_Out 3 54.1 ; ESDF-PondOutlet-AB Rating 0 0 ESDF-PondOutlet-AB 0.2 21 ESDF-PondOutlet-AB 1.2 114 ESDF-PondOutlet-AB 2.2 207 ESDF-PondOutlet-AB 3.2 305 ESDF-PondOutlet-AB 4.2 454 ESDF-PondOutlet-AB 5.2 604 ESDF-PondOutlet-AB 6.2 765 ESDF-PondOutlet-AB 7.2 922 ESDF-PondOutlet-AB 8.2 1071 ESDF-PondOutlet-AB 9.2 1212 ESDF-PondOutlet-AB 10.2 1339 ESDF-PondOutlet-AB 11.2 1464 ESDF-PondOutlet-AB 12.2 1571 ESDF-PondOutlet-AB 13.2 1679 ESDF-PondOutlet-AB 14.2 1780 ESDF-PondOutlet-AB 15.2 1871 ESDF-PondOutlet-AB 16.2 1962 ESDF-PondOutlet-AB 17.2 2049 ESDF-PondOutlet-AB 18.2 2120 ESDF-PondOutlet-AB 19.2 2192 ESDF-PondOutlet-AB 20.2 2263 ESDF-PondOutlet-AB 21.2 2332 ESDF-PondOutlet-AB 22.2 2393 ESDF-PondOutlet-AB 23.2 2453 ESDF-PondOutlet-AB 24.2 2514 ESDF-PondOutlet-AB 25.2 2574 ESDF-PondOutlet-AB 26.2 2633 ESDF-PondOutlet-AB 27.2 5126 ESDF-PondOutlet-AB 28.2 9640 ESDF-PondOutlet-AB 29.2 14583 ESDF-PondOutlet-AB 30.2 20955 ESDF-PondOutlet-AB 31.2 28193 ; ;18" RCP F_Out Rating 0 0 F_Out 0.94 2.5 F_Out 1.42 5 F_Out 1.93 7.5 F_Out 2.72 10 F_Out 3.66 12.5 F_Out 4.75 15 F_Out 6.03 17.5 F_Out 7.48 20 F_Out 9.11 22.5 F_Out 10.94 25 ; P40_Out Rating 0 0 P40_Out 1.76 0 P40_Out 2 3 P40_Out 8.85 3 ; Pond_A1_Out Rating 0 0 Pond_A1_Out 0.65 0.06 Pond_A1_Out 1.4 0.16 Pond_A1_Out 1.84 0.25 Pond_A1_Out 1.97 1.17 Pond_A1_Out 2.09 2.7 Pond_A1_Out 2.18 4.13 Pond_A1_Out 2.3 6.35 Pond_A1_Out 2.39 8.22 Pond_A1_Out 2.53 11.44 Pond_A1_Out 2.66 14.74 Pond_A1_Out 2.75 17.19 Pond_A1_Out 2.81 18.17 Pond_A1_Out 3.26 19.05 Pond_A1_Out 3.99 20.39 Pond_A1_Out 4.42 21.14 Pond_A1_Out 5 22.11 Pond_A1_Out 5.04 22.41 Pond_A1_Out 5.13 23.78 Pond_A1_Out 5.19 25.05 Pond_A1_Out 5.28 27.4 Pond_A1_Out 5.36 29.91 Pond_A1_Out 5.44 32.8 Pond_A1_Out 5.55 37.38 Pond_A1_Out 5.63 41.14 Pond_A1_Out 5.69 44.2 Pond_A1_Out 5.78 49.17 Pond_A1_Out 5.86 53.98 Pond_A1_Out 5.93 58.49 Pond_A1_Out 6 63.29 ; ;Water Quality Outlet Structure Pond_A2_Out Rating 0 0 Pond_A2_Out 1.2 0.07 Pond_A2_Out 3 0.27 Pond_A2_Out 3.08 0.71 Pond_A2_Out 3.21 2.15 Pond_A2_Out 3.4 5.21 Pond_A2_Out 3.54 8.01 Pond_A2_Out 3.75 12.93 Pond_A2_Out 3.91 17.19 Pond_A2_Out 3.98 18.25 Pond_A2_Out 4.79 19.49 Pond_A2_Out 5.76 20.87 Pond_A2_Out 6.24 21.52 Pond_A2_Out 7.18 22.73 Pond_A2_Out 7.21 23.87 Pond_A2_Out 7.25 26.72 Pond_A2_Out 7.3 31.66 Pond_A2_Out 7.38 41.94 Pond_A2_Out 7.44 51.23 Pond_A2_Out 7.49 59.88 Pond_A2_Out 7.57 75.28 Pond_A2_Out 7.63 87.99 Pond_A2_Out 7.7 104 Pond_A2_Out 7.77 121.2 Pond_A2_Out 7.82 134.19 Pond_A2_Out 7.9 156.15 Pond_A2_Out 7.99 182.49 Pond_A2_Out 8.06 204.15 Pond_A2_Out 8.1 216.97 Pond_A2_Out 8.18 243.56 ; Pond_E_Out Rating 0.00 0 Pond_E_Out 1.00 1.62 Pond_E_Out 2.00 2.58 Pond_E_Out 3.00 3.27 Pond_E_Out 4.00 3.83 Pond_E_Out 5.00 4.33 Pond_E_Out 6.00 4.77 Pond_E_Out 7.00 5.17 Pond_E_Out 8.00 5.55 ; ;18" RCP D_Out Rating 0 0 D_Out 0.94 2.5 D_Out 1.42 5 D_Out 1.93 7.5 D_Out 2.72 10 D_Out 3.66 12.5 D_Out 4.75 15 D_Out 6.03 17.5 D_Out 7.48 20 D_Out 9.11 22.5 D_Out 10.94 25 ; ;This Storage/Discharge curve was created from a site survey 401_Storage Storage 0 1160000 401_Storage 1 1170000 401_Storage 2 1176000 401_Storage 3 1176110 401_Storage 4 1176120 ; 402_Storage Storage 0 2874000 402_Storage 0.5 2874700 402_Storage 1 2874800 402_Storage 1.5 2874900 402_Storage 2 2874920 402_Storage 2.5 2874940 402_Storage 3 2874960 ; 403_Storage Storage 0 29664360 403_Storage 1 29969280 403_Storage 2 30274200 403_Storage 3 30579120 403_Storage 4 30884040 403_Storage 5 31188960 403_Storage 5.5 31319640 ; 406_Storage Storage 0 0 406_Storage 2 27181 406_Storage 4 103065 406_Storage 6 756448 406_Storage 8 2301476 406_Storage 10 4639781 ; 4121.21_Storage Storage 0 0 4121.21_Storage 1.2 42623 4121.21_Storage 3.2 79415 4121.21_Storage 5.2 93058 4121.21_Storage 7.2 113672 4121.21_Storage 9.2 145223 4121.21_Storage 11.2 317492 ; 4122.2_Storage Storage 0 15886 4122.2_Storage 2 19663 4122.2_Storage 4 22494 4122.2_Storage 6 25273 4122.2_Storage 8 29582 4122.2_Storage 10 34612 4122.2_Storage 12 45267 4122.2_Storage 14 64706 4122.2_Storage 16 64710 ; 4123.21_Storage Storage 0 0 4123.21_Storage 1.2 25237 4123.21_Storage 3.2 60169 4123.21_Storage 5.2 77650 4123.21_Storage 7.2 141309 ; 4123.22_Storage Storage 0 33935 4123.22_Storage 2 115364 4123.22_Storage 4 129120 4123.22_Storage 6 144644 4123.22_Storage 8 181071 ; 4123.4_Storage Storage 0 3429 4123.4_Storage 2 68709 4123.4_Storage 4 190536 4123.4_Storage 6 291906 4123.4_Storage 8 291910 ; ;Combination of WQCV Ponds in series 4123.5_Storage Storage 0 0 4123.5_Storage 1.3 25937 4123.5_Storage 3.3 105000 4123.5_Storage 5.3 295000 4123.5_Storage 7.3 425000 ; 413_Storage Storage 0 0 413_Storage 1.2 15381 413_Storage 3.2 297215 413_Storage 5.2 702785 413_Storage 7.2 1837858 ; 4141.2_Storage Storage 0 0 4141.2_Storage 1.4 40000 4141.2_Storage 3.4 98000 4141.2_Storage 5.4 116000 4141.2_Storage 7.4 138000 4141.2_Storage 9.4 190000 ; ;Pond A - Storage curve taken from Trailhead drainage report (Page 247 of PDF) 415.4_Storage Storage 0 0 415.4_Storage 1 18769 415.4_Storage 2 43083 415.4_Storage 3 49299 415.4_Storage 4 53657 415.4_Storage 5 58144 415.4_Storage 6 63344 415.4_Storage 7 70741 415.4_Storage 8 79189 415.4_Storage 9 87256 415.4_Storage 10 95335 415.4_Storage 11 103719 415.4_Storage 12 112170 ; ;Pond B - Storage curve taken from Trailhead drainage report (Page 248 of PDF) 415_Storage Storage 0 0 415_Storage 1 7461 415_Storage 2 42419 415_Storage 3 64912 415_Storage 4 69157 415_Storage 5 73510 415_Storage 6 77971 415_Storage 7 82540 415_Storage 8 87217 415_Storage 9 92002 415_Storage 10 96896 ; 416_Storage Storage 0 0 416_Storage 2 11988 416_Storage 4 25182 416_Storage 6 50575 416_Storage 8 73795 416_Storage 10 134834 416_Storage 12 200357 ; 424__Storage Storage 0 0 424__Storage 0.7 2744.44 424__Storage 1.7 10805.38 424__Storage 2.7 22826.45 424__Storage 3.7 33367.21 424__Storage 4.7 44807.97 424__Storage 5.7 53223.85 424__Storage 6.7 61639.74 424__Storage 7.1 65006.00 424__Storage 7.7 65006.09 ; 424_Storage Storage 0 0 424_Storage 0.7 2744.44 424_Storage 1.7 10805.38 424_Storage 2.7 22826.45 424_Storage 3.7 33367.21 424_Storage 4.7 44807.97 424_Storage 5.7 53223.85 424_Storage 6.7 61639.74 424_Storage 7.1 65006 424_Storage 7.7 65006.09 ; 425__Storage Storage 0 0 425__Storage 2 641537 425__Storage 4 871569 425__Storage 6 2674765 425__Storage 8 3813906 ; 425_Storage Storage 0 247154 425_Storage 2 641537 425_Storage 4 871569 425_Storage 6 2674765 425_Storage 8 3813906 ; 426_Storage Storage 0 46349 426_Storage 0.96 72062 426_Storage 2 99917 426_Storage 4 494645 426_Storage 6 2175575 426_Storage 8 3329651 426_Storage 10 5181839 ; 427_Storage Storage 0.00 0.0 427_Storage 0.28 2115.8 427_Storage 0.78 14812.2 427_Storage 1.28 37587.8 427_Storage 1.78 57079.2 427_Storage 2.28 74961.3 427_Storage 2.78 91025.4 427_Storage 3.28 105483.2 427_Storage 3.78 119132.8 427_Storage 4.28 131849.9 427_Storage 4.78 143117.9 427_Storage 5.28 152546.5 427_Storage 5.78 160428.3 427_Storage 6.28 165524.7 427_Storage 6.78 30786.1 427_Storage 7.28 30749.1 427_Storage 7.78 24877.6 427_Storage 8.28 18656.3 427_Storage 8.78 14228.6 427_Storage 9.28 7623.0 427_Storage 9.78 3704.8 427_Storage 10.28 2527.6 427_Storage 10.78 847.71 ; 428_Storage Storage 0.00 271.03 428_Storage 0.50 1797.75 428_Storage 1.00 7092.54 428_Storage 1.50 16352.08 428_Storage 2.00 28779.57 428_Storage 2.50 42436.27 428_Storage 3.00 54018.87 428_Storage 3.50 63047.04 428_Storage 4.00 70068.84 428_Storage 4.50 76052.63 428_Storage 5.00 80993.09 428_Storage 5.50 84657.87 428_Storage 6.00 87366.08 428_Storage 6.50 90060.89 428_Storage 7.00 92801.76 ; 429_Storege Storage 0 0 429_Storege 1 113626.9 429_Storege 2 239284.9 429_Storege 3 260187.7 429_Storege 4 281836.2 429_Storege 5 300000 ; 430_Storage Storage 0 0 430_Storage 1 21568 430_Storage 3 62954 430_Storage 5 109586 ; 431_Storage Storage 0 0 431_Storage 0.9 512 431_Storage 2.9 221224 431_Storage 4.9 1087222 431_Storage 6.9 2747558 ; 432_Storage Storage 0 0 432_Storage 1.1 126840 432_Storage 3.1 455010 432_Storage 5.1 1412631 432_Storage 7.1 2994305 ; ;Storage curve obtained from combination ;of small and large pond in Final Drainage Report ;for Maple Hill (Pages 51/52 of PDF) 433__Storage Storage 0 0 433__Storage 1 13068 433__Storage 2 57063.6 433__Storage 3 144183.6 433__Storage 4 341336.2 433__Storage 5 488220.5 433__Storage 6 533174.4 433__Storage 7 552515 433__Storage 7.51 560878.6 ; ;Storage curve obtained from combination ;of small and large pond in Final Drainage Report ;for Maple Hill (Pages 51/52 of PDF) 433_Storage Storage 0 0 433_Storage 1 13068 433_Storage 2 57063.6 433_Storage 3 144183.6 433_Storage 4 341336.2 433_Storage 5 488220.5 433_Storage 6 533174.4 433_Storage 7 552515 433_Storage 7.51 560878.6 ; 435_Storage Storage 0 0 435_Storage 1.21 455 435_Storage 3.21 40692 435_Storage 5.21 583672 435_Storage 7.21 1518829 ; 436_Storage Storage 0 0 436_Storage 1 477 436_Storage 3 86226 436_Storage 5 765528 436_Storage 7 1653960 ; 437_Storage Storage 0 0 437_Storage 2.3 59279 437_Storage 4.3 269100 437_Storage 6.3 584103 ; 438_Storage Storage 0.00 24379.098 438_Storage 0.50 103281.141 438_Storage 1.00 374411.998 438_Storage 1.50 709471.552 438_Storage 2.00 990819.508 438_Storage 2.50 1240405.728 438_Storage 3.00 1486142.46 438_Storage 3.50 1741287.156 438_Storage 4.00 1983710.496 438_Storage 4.50 2223783.145 438_Storage 5 2467201.1034 ; ;Lind Development 440_Storage Storage 0 8756 440_Storage 1 38700 440_Storage 2 132894 440_Storage 3 164700 440_Storage 4 170000 440_Storage 5 175400 440_Storage 6 180800 440_Storage 7 186300 440_Storage 7.85 191000 440_Storage 8.85 196700 ; 441_Storage Storage 0 2069 441_Storage 1 2983 441_Storage 2 36086 441_Storage 3 115071 441_Storage 4 196443 441_Storage 5 205315 441_Storage 6 214542 441_Storage 7 226677 441_Storage 8 241836 441_Storage 8.7 251090.7 ; 446_Storage Storage 0 348 446_Storage 2 57994 446_Storage 4 160384 446_Storage 6 509670 ; 456_Storage Storage 0 3745045 456_Storage 0.24 3884821 456_Storage 1.24 3984856 456_Storage 2.24 4084714 456_Storage 3.24 4259099 ; 457_Storage Storage 0 24872760 457_Storage 1 25319250 457_Storage 2 25766611.2 457_Storage 3 26245771.2 457_Storage 4 26692261.2 ; 458_Storage Storage 0 2157026.8 458_Storage 1 2157126.8 458_Storage 2 2157226.8 458_Storage 3 2157326.8 458_Storage 4 2157426.8 458_Storage 5 2157526.8 458_Storage 6 2157626.8 458_Storage 6.51 2157726.8 ; 459_Storage Storage 0 200548 459_Storage 5 1996164 459_Storage 5.1 1996184 ; 470_Storage Storage 0 16383 470_Storage 0.2 19554 470_Storage 1 32236 470_Storage 2 50783 470_Storage 3 61559 470_Storage 3.5 61569 ; 471_Storage Storage 0 434 471_Storage 1 9839 471_Storage 1.5 20427 471_Storage 2 31014 471_Storage 3 45458 471_Storage 3.8 51563 471_Storage 4 54179 ; ;Curve starts at WQCV Elev: 4963.8 472_Storage Storage 0 0 472_Storage 0.4 8239 472_Storage 1.2 28396 472_Storage 1.4 33435 472_Storage 2.4 37547 472_Storage 3.4 41758 472_Storage 4.4 46069 472_Storage 4.7 47279 472_Storage 5.4 50102 ; ;Taken from Waterglen Drainage Report 473_Storage Storage 0 50 473_Storage 0.9 23813 473_Storage 1.9 48523 473_Storage 2.9 62940 473_Storage 3.9 67890 473_Storage 4.8 71643 473_Storage 4.9 71653 ; ;Combination of Pond E and F Storage Curves from Waterglen Drainage Report. ;WQCV Elevation: 4955.2 474_Storage Storage 0 99514 474_Storage 0.8 157513 474_Storage 1.8 178722 474_Storage 2.8 204370 474_Storage 3.2 204400 ; ;N. Poudre #2 475_Storage Storage 0 11761200 475_Storage 1 12066120 475_Storage 2 12196800 475_Storage 3 12632400 475_Storage 4 13068000 475_Storage 5 13503600 ; ;N. Poudre rest #6 476_Storage Storage 0 20000000 476_Storage 1 27000000 476_Storage 2 27000001 476_Storage 3 27000002 476_Storage 4 27000003 476_Storage 5 27000004 476_Storage 6 27000005 ; ;N. Poudre #5 477_Storage Storage 0 19323216 477_Storage 0.1 19392912 477_Storage 0.85 19974438 477_Storage 1.87 19974897 477_Storage 2.66 19974793.5 477_Storage 3.33 19974739.5 477_Storage 3.93 19974708 477_Storage 4.21 19974564 477_Storage 4.34 19974496.5 477_Storage 4.48 19974501 477_Storage 4.61 19974496.5 477_Storage 4.73 19974492 477_Storage 4.86 19974496.5 ; ;Sunflower Pond combination 486.2_Storage Storage 0 0 486.2_Storage 1.5 15316 486.2_Storage 3.5 38611 486.2_Storage 4.5 250000 486.2_Storage 4.8 260000 ; ;Clydesdale Development 486.3_Storage Storage 0 0 486.3_Storage 2.9 215000 486.3_Storage 4.9 350000 ; 490_Storage Storage 0 6969500 490_Storage 0.5 6969600 490_Storage 1.5 7405200 490_Storage 2.5 7840800 490_Storage 3.5 7840801 490_Storage 4.5 7840802 490_Storage 5.5 7840803 490_Storage 6.5 7840804 490_Storage 7 7840805 ; 491_Storage Storage 0 4973339 491_Storage 0.4 5231290 491_Storage 0.9 5730117 491_Storage 1.4 5925392 491_Storage 1.9 7625820 491_Storage 2.4 8119216 491_Storage 2.5 8222452 491_Storage 2.6 8279268 491_Storage 2.7 8362273 491_Storage 2.8 8414369 491_Storage 2.9 8503059 491_Storage 3 8555186 491_Storage 3.1 8658582 491_Storage 3.2 8698369 491_Storage 3.3 8760678 491_Storage 3.4 8807927 491_Storage 3.9 9091839 491_Storage 4.4 9370993 491_Storage 4.9 9715246 491_Storage 5.4 10032072 491_Storage 5.9 10348607 491_Storage 6.4 10583484 ; 492_Storage Storage 0 8276400 492_Storage 1 8712000 492_Storage 2 9583200 492_Storage 3 10018800 492_Storage 4 10018801 492_Storage 5 10018802 ; 493_Storage Storage 0 8276400 493_Storage 1 8712000 493_Storage 2 9583200 493_Storage 3 10018800 493_Storage 4 10018801 493_Storage 5 10018802 ; 495_Storage Storage 0 1332000 495_Storage 1 1332900 495_Storage 2 1332930 495_Storage 2.83 1332936 ; 496_Storage Storage 0 842886 496_Storage 1.5 864666 496_Storage 2 886446 496_Storage 2.5 908226 496_Storage 3 930006 ; A1__Storage Storage 0.00 431.3 A1__Storage 1.00 5679.1 A1__Storage 2.00 14003.4 A1__Storage 3.00 20594.7 A1__Storage 4.00 27002.7 A1__Storage 5.00 32174.8 A1__Storage 6.00 38963.9 ; A2__Storage Storage 0.00 0.0 A2__Storage 0.31 276.0 A2__Storage 0.81 1494.0 A2__Storage 1.31 3802.4 A2__Storage 1.81 5927.4 A2__Storage 2.31 7895.2 A2__Storage 2.81 10241.0 A2__Storage 3.31 12991.0 A2__Storage 3.81 15313.8 A2__Storage 4.31 18113.0 A2__Storage 4.81 21631.1 A2__Storage 5.31 25364.1 A2__Storage 5.81 29235.3 A2__Storage 6.31 32627.0 A2__Storage 6.81 35495.3 A2__Storage 7.31 37481.8 A2__Storage 7.81 39449.2 A2__Storage 8.31 41472.3 ; B__Storage Storage 0 43560 B__Storage 1 43560 B__Storage 2 43560 B__Storage 3 43560 ; C__Storage Storage 0 87120 C__Storage 1 87120 C__Storage 2 87120 C__Storage 3 87120 ; D__Storage Storage 0 172364 D__Storage 1 173997 D__Storage 2 180591 ; E_Storage Storage 0.00 0.0 E_Storage 0.04 20.7 E_Storage 1.04 4913.4 E_Storage 2.04 17893.2 E_Storage 3.04 39034.8 E_Storage 4.04 66894.2 E_Storage 5.04 98488.4 E_Storage 6.04 136275.6 E_Storage 7.04 180638.1 E_Storage 8.04 231574.2 E_Storage 9.04 288912.7 E_Storage 10.04 347975.7 E_Storage 10.48 371893.5 ; ;Invert = 4986.8 ESDF-RatingCurve-AB Storage 0 0 ESDF-RatingCurve-AB 0.2 7.05 ESDF-RatingCurve-AB 1.2 1019.2 ESDF-RatingCurve-AB 2.2 7340.2 ESDF-RatingCurve-AB 3.2 28246.17 ESDF-RatingCurve-AB 4.2 47695.95 ESDF-RatingCurve-AB 5.2 73807.46 ESDF-RatingCurve-AB 6.2 156423.63 ESDF-RatingCurve-AB 7.2 288732.34 ESDF-RatingCurve-AB 8.2 387691.94 ESDF-RatingCurve-AB 9.2 545437.27 ESDF-RatingCurve-AB 10.2 823562.38 ESDF-RatingCurve-AB 11.2 1192520.22 ESDF-RatingCurve-AB 12.2 1516298.09 ESDF-RatingCurve-AB 13.2 1762762.44 ESDF-RatingCurve-AB 14.2 2116084.48 ESDF-RatingCurve-AB 15.2 2370434.86 ESDF-RatingCurve-AB 16.2 2645551.53 ESDF-RatingCurve-AB 17.2 2926197.02 ESDF-RatingCurve-AB 18.2 3213748.86 ESDF-RatingCurve-AB 19.2 3427961.96 ESDF-RatingCurve-AB 20.2 3677908.06 ESDF-RatingCurve-AB 21.2 3917720.6 ESDF-RatingCurve-AB 22.2 4176837.25 ESDF-RatingCurve-AB 23.2 4442998.96 ESDF-RatingCurve-AB 24.2 4702695.62 ESDF-RatingCurve-AB 25.2 4906360.59 ESDF-RatingCurve-AB 26.2 5143380.32 ESDF-RatingCurve-AB 27.2 5314328.69 ESDF-RatingCurve-AB 28.2 5532236.13 ESDF-RatingCurve-AB 29.2 5715245.3 ESDF-RatingCurve-AB 30.2 5881131.95 ESDF-RatingCurve-AB 31.2 6046551.52 ; F__Storage Storage 0.00 0.00 F__Storage 0.20 912.90 F__Storage 1.20 15895.14 F__Storage 2.20 32505.95 F__Storage 3.20 44309.77 F__Storage 4.20 52829.80 F__Storage 5.20 58001.43 F__Storage 6.20 63360.18 F__Storage 7.20 68926.35 F__Storage 8.20 74718.14 F__Storage 9.20 80755.13 F__Storage 10.20 87060.66 ; onsite Storage 0 0 onsite 1 10000 onsite 8 800000 ; POND__A_Storage Storage 0 0 POND__A_Storage 1 9862.8 POND__A_Storage 2 30236 POND__A_Storage 3 60287.8 POND__A_Storage 4 100027.2 POND__A_Storage 5 149423.1 POND__A_Storage 6 208489.4 POND__A_Storage 7 316962 POND__A_Storage 8 566800.5 POND__A_Storage 9 855098.8 POND__A_Storage 10 1124870.5 POND__A_Storage 11 1293656.1 POND__A_Storage 12 1430717.3 ; Pond__C_Overflow Storage 0 8640.6 Pond__C_Overflow 1 34553.6 Pond__C_Overflow 2 100166.3 Pond__C_Overflow 3 184967.9 Pond__C_Overflow 4 278176.1 Pond__C_Overflow 5 391725.8 Pond__C_Overflow 6 522955.3 Pond__C_Overflow 7 696434.3 Pond__C_Overflow 8 896072.2 Pond__C_Overflow 9 896072.2 ; POND__C_Storage Storage 0 0 POND__C_Storage 0.75 45009.1 POND__C_Storage 1.75 204638.3 POND__C_Storage 2.75 484052.9 POND__C_Storage 3.75 1693652.4 POND__C_Storage 4.75 2035665.3 POND__C_Storage 5.75 2250365.8 POND__C_Storage 6.75 2396591.2 POND__C_Storage 7.75 2523798.6 POND__C_Storage 8.75 2630271 POND__C_Storage 9 2630271 ; Storage_SB_20_2 Storage 0 55308 Storage_SB_20_2 1 63422 Storage_SB_20_2 2 63422 Storage_SB_20_2 3 63422 Storage_SB_20_2 4 63422 ; Storage_SB20_3 Storage 0 3454 Storage_SB20_3 1 10588 Storage_SB20_3 2 14098 Storage_SB20_3 3 19591 Storage_SB20_3 4 33706 Storage_SB20_3 5 54298 Storage_SB20_3 6 65249 Storage_SB20_3 7 65249 Storage_SB20_3 8 65249 Storage_SB20_3 9 65249 [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- ;100% of event 1-002yr 01/28/2013 6:00 0.00 1-002yr 6:05 0.29 1-002yr 6:10 0.33 1-002yr 6:15 0.38 1-002yr 6:20 0.64 1-002yr 6:25 0.81 1-002yr 6:30 1.57 1-002yr 6:35 2.85 1-002yr 6:40 1.18 1-002yr 6:45 0.71 1-002yr 6:50 0.42 1-002yr 6:55 0.35 1-002yr 7:00 0.30 1-002yr 7:05 0.20 1-002yr 7:10 0.19 1-002yr 7:15 0.18 1-002yr 7:20 0.17 1-002yr 7:25 0.17 1-002yr 7:30 0.16 1-002yr 7:35 0.15 1-002yr 7:40 0.15 1-002yr 7:45 0.14 1-002yr 7:50 0.14 1-002yr 7:55 0.13 1-002yr 8:00 0.13 ; ;100% event 1-100yr 01/28/2013 6:00 0 1-100yr 6:05 1 1-100yr 6:10 1.14 1-100yr 6:15 1.33 1-100yr 6:20 2.23 1-100yr 6:25 2.84 1-100yr 6:30 5.49 1-100yr 6:35 9.95 1-100yr 6:40 4.12 1-100yr 6:45 2.48 1-100yr 6:50 1.46 1-100yr 6:55 1.22 1-100yr 7:00 1.06 1-100yr 7:05 1 1-100yr 7:10 0.95 1-100yr 7:15 0.91 1-100yr 7:20 0.87 1-100yr 7:25 0.84 1-100yr 7:30 0.81 1-100yr 7:35 0.78 1-100yr 7:40 0.75 1-100yr 7:45 0.73 1-100yr 7:50 0.71 1-100yr 7:55 0.69 1-100yr 8:00 0.67 ; ;100% Event 1-10yr 01/28/2013 6:00 0 1-10yr 6:05 0.49 1-10yr 6:10 0.56 1-10yr 6:15 0.65 1-10yr 6:20 1.09 1-10yr 6:25 1.39 1-10yr 6:30 2.69 1-10yr 6:35 4.87 1-10yr 6:40 2.02 1-10yr 6:45 1.21 1-10yr 6:50 0.71 1-10yr 6:55 0.6 1-10yr 7:00 0.52 1-10yr 7:05 0.39 1-10yr 7:10 0.37 1-10yr 7:15 0.35 1-10yr 7:20 0.34 1-10yr 7:25 0.32 1-10yr 7:30 0.31 1-10yr 7:35 0.3 1-10yr 7:40 0.29 1-10yr 7:45 0.28 1-10yr 7:50 0.27 1-10yr 7:55 0.26 1-10yr 8:00 0.25 ; ;100% event 1-25yr 01/28/2013 6:00 0 1-25yr 6:05 0.63 1-25yr 6:10 0.72 1-25yr 6:15 0.84 1-25yr 6:20 1.41 1-25yr 6:25 1.8 1-25yr 6:30 3.48 1-25yr 6:35 6.3 1-25yr 6:40 2.61 1-25yr 6:45 1.57 1-25yr 6:50 0.92 1-25yr 6:55 0.77 1-25yr 7:00 0.67 1-25yr 7:05 0.62 1-25yr 7:10 0.59 1-25yr 7:15 0.56 1-25yr 7:20 0.54 1-25yr 7:25 0.52 1-25yr 7:30 0.5 1-25yr 7:35 0.48 1-25yr 7:40 0.47 1-25yr 7:45 0.45 1-25yr 7:50 0.44 1-25yr 7:55 0.42 1-25yr 8:00 0.41 ; ;100% event 1-50yr 01/28/2013 6:00 0 1-50yr 6:05 0.79 1-50yr 6:10 0.9 1-50yr 6:15 1.05 1-50yr 6:20 1.77 1-50yr 6:25 2.25 1-50yr 6:30 4.36 1-50yr 6:35 7.9 1-50yr 6:40 3.27 1-50yr 6:45 1.97 1-50yr 6:50 1.16 1-50yr 6:55 0.97 1-50yr 7:00 0.84 1-50yr 7:05 0.79 1-50yr 7:10 0.75 1-50yr 7:15 0.72 1-50yr 7:20 0.69 1-50yr 7:25 0.66 1-50yr 7:30 0.64 1-50yr 7:35 0.62 1-50yr 7:40 0.6 1-50yr 7:45 0.58 1-50yr 7:50 0.56 1-50yr 7:55 0.54 1-50yr 8:00 0.53 ; ;100% Event 1-5yr 01/28/2013 6:00 0 1-5yr 6:05 0.4 1-5yr 6:10 0.45 1-5yr 6:15 0.53 1-5yr 6:20 0.89 1-5yr 6:25 1.13 1-5yr 6:30 2.19 1-5yr 6:35 3.97 1-5yr 6:40 1.64 1-5yr 6:45 0.99 1-5yr 6:50 0.58 1-5yr 6:55 0.49 1-5yr 7:00 0.42 1-5yr 7:05 0.28 1-5yr 7:10 0.27 1-5yr 7:15 0.25 1-5yr 7:20 0.24 1-5yr 7:25 0.23 1-5yr 7:30 0.22 1-5yr 7:35 0.21 1-5yr 7:40 0.2 1-5yr 7:45 0.19 1-5yr 7:50 0.19 1-5yr 7:55 0.18 1-5yr 8:00 0.18 ; ;7% reduction 2 01/28/2013 6:00 0 2 6:05 0.93 2 6:10 1.06 2 6:15 1.24 2 6:20 2.07 2 6:25 2.64 2 6:30 5.11 2 6:35 9.25 2 6:40 3.83 2 6:45 2.31 2 6:50 1.36 2 6:55 1.13 2 7:00 0.99 2 7:05 0.93 2 7:10 0.88 2 7:15 0.85 2 7:20 0.81 2 7:25 0.78 2 7:30 0.75 2 7:35 0.73 2 7:40 0.7 2 7:45 0.68 2 7:50 0.66 2 7:55 0.64 2 8:00 0.62 ; ;7% reduction 2-10yr 01/28/2013 6:00 0 2-10yr 6:05 0.46 2-10yr 6:10 0.52 2-10yr 6:15 0.6 2-10yr 6:20 1.01 2-10yr 6:25 1.29 2-10yr 6:30 2.5 2-10yr 6:35 4.53 2-10yr 6:40 1.88 2-10yr 6:45 1.13 2-10yr 6:50 0.66 2-10yr 6:55 0.56 2-10yr 7:00 0.48 2-10yr 7:05 0.36 2-10yr 7:10 0.34 2-10yr 7:15 0.33 2-10yr 7:20 0.32 2-10yr 7:25 0.3 2-10yr 7:30 0.29 2-10yr 7:35 0.28 2-10yr 7:40 0.27 2-10yr 7:45 0.26 2-10yr 7:50 0.25 2-10yr 7:55 0.24 2-10yr 8:00 0.23 ; ;7% reduction 2-25yr 01/28/2013 6:00 0 2-25yr 6:05 0.59 2-25yr 6:10 0.67 2-25yr 6:15 0.78 2-25yr 6:20 1.31 2-25yr 6:25 1.67 2-25yr 6:30 3.24 2-25yr 6:35 5.86 2-25yr 6:40 2.43 2-25yr 6:45 1.46 2-25yr 6:50 0.86 2-25yr 6:55 0.72 2-25yr 7:00 0.62 2-25yr 7:05 0.58 2-25yr 7:10 0.55 2-25yr 7:15 0.52 2-25yr 7:20 0.50 2-25yr 7:25 0.48 2-25yr 7:30 0.47 2-25yr 7:35 0.45 2-25yr 7:40 0.44 2-25yr 7:45 0.42 2-25yr 7:50 0.41 2-25yr 7:55 0.39 2-25yr 8:00 0.38 ; ;25% reduction 3 01/28/2013 6:00 0 3 6:05 0.75 3 6:10 0.86 3 6:15 1 3 6:20 1.67 3 6:25 2.13 3 6:30 4.12 3 6:35 7.46 3 6:40 3.09 3 6:45 1.86 3 6:50 1.1 3 6:55 0.92 3 7:00 0.8 3 7:05 0.75 3 7:10 0.71 3 7:15 0.68 3 7:20 0.65 3 7:25 0.63 3 7:30 0.61 3 7:35 0.59 3 7:40 0.56 3 7:45 0.55 3 7:50 0.53 3 7:55 0.52 3 8:00 0.5 ; 250 0 250 250 480:0 250 ; ;7% reduction 2-50yr 01/28/2013 6:00 0 2-50yr 6:05 0.73 2-50yr 6:10 0.84 2-50yr 6:15 0.98 2-50yr 6:20 1.65 2-50yr 6:25 2.09 2-50yr 6:30 4.05 2-50yr 6:35 7.35 2-50yr 6:40 3.04 2-50yr 6:45 1.83 2-50yr 6:50 1.08 2-50yr 6:55 0.9 2-50yr 7:00 0.78 2-50yr 7:05 0.73 2-50yr 7:10 0.7 2-50yr 7:15 0.67 2-50yr 7:20 0.64 2-50yr 7:25 0.61 2-50yr 7:30 0.6 2-50yr 7:35 0.58 2-50yr 7:40 0.56 2-50yr 7:45 0.54 2-50yr 7:50 0.52 2-50yr 7:55 0.5 2-50yr 8:00 0.49 ; ;25% reduction 3-10yr 01/28/2013 6:00 0 3-10yr 6:05 0.37 3-10yr 6:10 0.42 3-10yr 6:15 0.49 3-10yr 6:20 0.82 3-10yr 6:25 1.04 3-10yr 6:30 2.02 3-10yr 6:35 3.65 3-10yr 6:40 1.52 3-10yr 6:45 0.91 3-10yr 6:50 0.53 3-10yr 6:55 0.45 3-10yr 7:00 0.39 3-10yr 7:05 0.29 3-10yr 7:10 0.28 3-10yr 7:15 0.26 3-10yr 7:20 0.26 3-10yr 7:25 0.24 3-10yr 7:30 0.23 3-10yr 7:35 0.23 3-10yr 7:40 0.22 3-10yr 7:45 0.21 3-10yr 7:50 0.2 3-10yr 7:55 0.2 3-10yr 8:00 0.19 ; ;25% Reduction 3-25yr 01/28/2013 6:00 0 3-25yr 6:05 0.44 3-25yr 6:10 0.50 3-25yr 6:15 0.59 3-25yr 6:20 0.98 3-25yr 6:25 1.26 3-25yr 6:30 2.43 3-25yr 6:35 4.39 3-25yr 6:40 1.82 3-25yr 6:45 1.10 3-25yr 6:50 0.64 3-25yr 6:55 0.54 3-25yr 7:00 0.47 3-25yr 7:05 0.43 3-25yr 7:10 0.41 3-25yr 7:15 0.39 3-25yr 7:20 0.38 3-25yr 7:25 0.36 3-25yr 7:30 0.35 3-25yr 7:35 0.33 3-25yr 7:40 0.33 3-25yr 7:45 0.31 3-25yr 7:50 0.31 3-25yr 7:55 0.29 3-25yr 8:00 0.29 ; ;25% reduction 3-50yr 01/28/2013 6:00 0 3-50yr 6:05 0.59 3-50yr 6:10 0.68 3-50yr 6:15 0.79 3-50yr 6:20 1.33 3-50yr 6:25 1.69 3-50yr 6:30 3.27 3-50yr 6:35 5.93 3-50yr 6:40 2.45 3-50yr 6:45 1.48 3-50yr 6:50 0.87 3-50yr 6:55 0.73 3-50yr 7:00 0.63 3-50yr 7:05 0.59 3-50yr 7:10 0.56 3-50yr 7:15 0.54 3-50yr 7:20 0.52 3-50yr 7:25 0.5 3-50yr 7:30 0.48 3-50yr 7:35 0.47 3-50yr 7:40 0.45 3-50yr 7:45 0.44 3-50yr 7:50 0.42 3-50yr 7:55 0.41 3-50yr 8:00 0.4 ; ;FROM HEC RAS STA 20703, Storeage Area H 905_AB_100yr 1/28/2013 0:00 0 905_AB_100yr 1/28/2013 0:01 0 905_AB_100yr 1/28/2013 0:02 0 905_AB_100yr 1/28/2013 0:03 0 905_AB_100yr 1/28/2013 0:04 0 EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.015) -------------------------------------------------------------- Model 2 of 3 ...................................... Selected Plan Improvements: WARNING 04: minimum elevation drop used for Conduit POND_E_IN ************* Element Count ************* Number of rain gages ...... 4 Number of subcatchments ... 43 Number of nodes ........... 88 Number of links ........... 83 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ 1 1-002yr INTENSITY 5 min. 2 2 INTENSITY 5 min. 3 3 INTENSITY 5 min. WQ WQ INTENSITY 5 min. ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ----------------------------------------------------------------------------------------------------------- SB_A1 18.26 624.00 60.00 0.7600 1 822.1 SB_A2 14.73 568.00 69.10 1.3000 1 A2 SB_D 44.09 845.00 60.00 0.8500 1 D SB_E 15.38 303.00 71.30 1.1000 1 E_Park SB_F_Phase_D 34.64 933.00 60.00 0.5000 1 F SB_F_Phase_E 21.11 447.00 60.00 0.5000 1 F SB_G1 33.52 553.00 80.00 0.7000 1 427 SB_G1_EX 39.90 805.00 5.00 0.7000 1 427 SB_G2 8.31 432.00 80.00 0.5000 1 G2 SB_OS-1 45.00 560.00 20.00 0.5000 1 28 SB17 52.30 4140.00 5.00 3.9000 1 417 SB18 137.60 5994.00 75.00 1.0000 1 Storage_18 SB19 82.00 3570.00 75.00 2.5000 1 Storeage_19 SB20_2 45.61 7250.00 45.00 0.5000 1 Storage_20_3 SB20_3 96.10 14080.00 75.00 2.0000 1 Storage_20_1 SB20_4 19.90 3560.00 25.00 0.5000 1 Storage_20_2 SB200 33.60 1460.00 5.00 1.6000 1 826 SB201 14.80 3220.00 5.00 2.0000 1 437 SB21 22.60 2190.00 5.00 2.9000 1 421 SB24 33.70 9790.00 45.00 3.3000 1 424 SB25 129.10 5630.00 5.00 0.7000 1 725 SB26 155.10 6756.00 5.00 2.0000 1 726 SB28 82.40 1588.00 10.00 1.2000 1 POND_E_IN SB29 268.80 21290.00 29.00 0.6000 1 729 SB30 33.50 4870.00 49.00 1.5000 1 430 SB31 184.50 8040.00 7.00 2.1000 1 31 SB32 119.95 1506.00 6.00 1.5000 1 432 SB33.1 33.90 1480.00 8.00 2.1000 1 433 SB33.2 38.00 5520.00 58.00 2.1000 1 433 SB33.3 84.00 12200.00 53.00 2.1000 1 433 SB33.4 41.70 6050.00 53.00 2.1000 1 433 SB34 128.50 6220.00 9.00 1.0000 1 834 SB37 34.60 3770.00 23.00 1.8000 1 37 SB38 290.70 12660.00 5.00 2.8000 1 38 SB39 17.10 2480.00 5.00 30.8000 1 839 SB40 110.70 16070.00 53.00 2.7000 1 440 SB41 132.60 38510.00 29.00 1.7000 1 441 SB42 54.00 2350.00 5.00 1.3000 1 42 SB43 37.80 2060.00 40.00 1.9000 1 43 SB45 54.30 2370.00 5.00 1.0000 1 45 SB46 135.80 5920.00 18.00 3.6000 1 46 SB50 167.70 7310.00 5.00 1.9000 2 50 SB51 267.80 11670.00 5.00 4.6000 2 51 ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- 7 JUNCTION 5113.00 10.00 0.0 Yes 18 JUNCTION 4990.22 5.00 0.0 19 JUNCTION 5010.00 10.00 0.0 28 JUNCTION 5028.00 7.00 0.0 31 JUNCTION 4998.22 7.00 0.0 32 JUNCTION 4995.37 7.00 0.0 37 JUNCTION 5032.56 5.00 0.0 38 JUNCTION 5037.85 7.00 0.0 42 JUNCTION 5055.72 5.00 0.0 43 JUNCTION 5094.93 5.00 0.0 45 JUNCTION 5075.96 5.00 0.0 46 JUNCTION 5083.14 7.00 0.0 50 JUNCTION 5089.88 7.00 0.0 51 JUNCTION 5088.52 7.00 0.0 427.1 JUNCTION 4993.50 10.00 0.0 427.2 JUNCTION 5000.00 10.00 0.0 725 JUNCTION 4980.35 6.50 0.0 726 JUNCTION 4984.00 7.00 0.0 729 JUNCTION 5000.16 10.00 0.0 730 JUNCTION 4989.47 12.00 0.0 819 JUNCTION 4980.00 5.00 0.0 822.1 JUNCTION 4986.29 10.00 0.0 822.2 JUNCTION 4989.70 7.00 0.0 826 JUNCTION 4986.00 7.00 0.0 828 JUNCTION 4991.31 7.00 0.0 829 JUNCTION 4984.74 10.00 0.0 831 JUNCTION 4992.93 7.00 0.0 833.1 JUNCTION 4994.22 10.00 0.0 833.2 JUNCTION 4996.74 10.00 0.0 834 JUNCTION 5019.03 7.00 0.0 839 JUNCTION 5028.25 10.00 0.0 841 JUNCTION 4999.29 20.12 0.0 842 JUNCTION 5034.81 15.00 0.0 843 JUNCTION 5032.85 7.00 0.0 844 JUNCTION 5031.02 10.00 0.0 845 JUNCTION 5048.19 15.00 0.0 850 JUNCTION 5074.76 10.00 0.0 855 JUNCTION 4983.94 15.00 0.0 856 JUNCTION 4982.05 15.00 0.0 857 JUNCTION 4982.05 5.00 0.0 940 JUNCTION 5015.45 16.10 0.0 941 JUNCTION 5008.40 12.00 0.0 942 JUNCTION 5009.45 12.00 0.0 7240 JUNCTION 5023.00 7.00 0.0 7244 JUNCTION 5055.39 5.00 0.0 Yes 7251 JUNCTION 5082.97 7.00 0.0 7430 JUNCTION 4992.90 9.00 0.0 7431 JUNCTION 4991.94 12.00 0.0 7432 JUNCTION 4993.90 7.00 0.0 7435 JUNCTION 5028.27 10.00 0.0 Yes 7436 JUNCTION 5025.81 10.00 0.0 Yes 7437 JUNCTION 5024.39 7.00 0.0 7441 JUNCTION 5059.87 2.00 0.0 7446 JUNCTION 5069.02 2.00 0.0 7456 JUNCTION 5107.91 15.00 0.0 Yes POND_E_IN JUNCTION 4996.00 7.00 0.0 417 OUTFALL 4980.32 0.00 0.0 421 OUTFALL 4990.00 0.00 0.0 443 OUTFALL 5072.27 5.00 0.0 900 OUTFALL 4987.00 8.00 0.0 901 OUTFALL 4974.02 15.00 0.0 902 OUTFALL 4973.21 0.00 0.0 903 OUTFALL 4977.40 0.00 0.0 904 OUTFALL 4973.14 0.00 0.0 907 OUTFALL 4972.52 0.00 0.0 424 STORAGE 5010.00 8.00 0.0 425 STORAGE 4979.00 4.50 0.0 426 STORAGE 4981.00 8.78 0.0 427 STORAGE 4989.22 6.00 0.0 430 STORAGE 4992.90 5.00 0.0 432 STORAGE 4993.90 7.10 0.0 433 STORAGE 4999.00 7.51 0.0 437 STORAGE 5024.70 4.10 0.0 438 STORAGE 5027.50 5.00 0.0 440 STORAGE 5025.00 8.85 0.0 441 STORAGE 5061.76 8.70 0.0 446 STORAGE 5070.00 100.00 0.0 A2 STORAGE 4999.69 8.50 0.0 D STORAGE 5000.00 3.00 0.0 E STORAGE 4996.00 10.48 0.0 F STORAGE 4993.50 10.20 0.0 G2 STORAGE 4989.98 7.50 0.0 Storage_18 STORAGE 4992.00 100.00 0.0 Storage_20_1 STORAGE 4983.00 100.00 0.0 Storage_20_2 STORAGE 5002.00 4.00 0.0 Storage_20_3 STORAGE 5009.00 9.00 0.0 Storeage_19 STORAGE 4984.00 10.00 0.0 E_Park STORAGE 4996.00 10.48 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- 18 18 819 CONDUIT 695.6 1.4694 0.0400 22 Storage_20_2 900 CONDUIT 1800.0 0.5556 0.0500 23 7 7456 CONDUIT 50.0 0.1800 0.0350 25 725 425 CONDUIT 1037.2 0.1302 0.0160 26 726 426 CONDUIT 2114.1 0.1419 0.0350 26.1 427.1 427 CONDUIT 1275.0 0.3357 0.0350 26.2 427.2 F CONDUIT 1600.0 0.4063 0.0350 28 28 POND_E_IN CONDUIT 2260.0 1.4161 0.0350 29 729 829 CONDUIT 3322.3 0.4641 0.0350 30 730 829 CONDUIT 1967.1 0.2405 0.0350 31 31 7431 CONDUIT 2371.5 0.2648 0.0350 32.1 32 432 CONDUIT 2162.0 0.0680 0.0350 32.2 833.2 32 CONDUIT 1670.0 0.0820 0.0350 34 834 940 CONDUIT 1764.8 0.2029 0.0350 37 37 437 CONDUIT 1030.4 0.7628 0.0400 38 38 438 CONDUIT 582.5 1.7771 0.0350 41 7441 841 CONDUIT 3355.4 1.2655 0.0130 42 42 842 CONDUIT 1275.7 1.6393 0.0400 43 43 443 CONDUIT 1412.3 1.6047 0.0350 45 45 845 CONDUIT 690.3 4.0261 0.0400 46 46 446 CONDUIT 1763.1 0.7453 0.0350 50 50 850 CONDUIT 1749.6 0.8642 0.0350 51 51 7251 CONDUIT 1942.3 0.2857 0.0350 70 856 901 CONDUIT 1380.3 0.5818 0.0350 71 822.1 855 CONDUIT 1559.6 0.1507 0.0350 72.1 822.2 822.1 CONDUIT 460.0 0.7413 0.0130 72.2 828 822.2 CONDUIT 742.0 0.2170 0.0130 73.1 831 828 CONDUIT 749.0 0.2163 0.0130 73.2 833.1 831 CONDUIT 596.0 0.2164 0.0130 74.1 833.2 833.1 CONDUIT 1260.0 0.2000 0.0350 74.2 841 833.2 CONDUIT 1425.0 0.1789 0.0350 75 839 841 CONDUIT 2027.9 1.4282 0.0350 76 844 839 CONDUIT 505.4 0.5481 0.0350 77 845 842 CONDUIT 2134.3 0.6269 0.0350 78 850 845 CONDUIT 1440.1 1.8453 0.0350 79 7456 850 CONDUIT 2859.4 1.1594 0.0350 153 19 822.1 CONDUIT 1385.0 1.7122 0.0130 218 857 819 CONDUIT 1522.9 0.1346 0.0400 227 826 726 CONDUIT 1311.2 0.1525 0.0350 229 829 725 CONDUIT 1117.8 0.3927 0.0160 231 7431 426 CONDUIT 3227.2 0.3390 0.0350 232 7432 826 CONDUIT 1794.4 0.4403 0.0350 234 942 7431 CONDUIT 2396.1 0.7308 0.0350 235 7435 729 CONDUIT 2906.9 0.9671 0.0350 236 7436 834 CONDUIT 400.0 1.6952 0.0100 237 7437 834 CONDUIT 1977.3 0.2711 0.0350 240 7240 833.1 CONDUIT 2465.9 1.1672 0.0350 242 843 438 CONDUIT 50.0 10.7618 0.0350 244 7244 437 CONDUIT 3820.9 0.8032 0.0350 246 7446 845 CONDUIT 680.3 3.0633 0.0130 251 7251 845 CONDUIT 2547.2 1.3655 0.0350 730 7430 730 CONDUIT 1967.1 0.1744 0.0350 819 819 902 CONDUIT 625.0 1.0865 0.0130 842D 842 843 CONDUIT 100.0 1.9604 0.0350 842L 842 844 CONDUIT 250.0 1.5162 0.0350 855D 855 857 CONDUIT 50.0 3.7827 0.0400 855L 855 856 CONDUIT 50.0 3.7827 0.0350 940D 940 941 CONDUIT 70.0 16.1346 0.0350 940L 940 942 CONDUIT 564.5 1.0629 0.0350 941 941 730 CONDUIT 1870.1 1.0123 0.0350 POND_E_IN POND_E_IN E_Park CONDUIT 400.0 0.0003 0.0100 E_OUT E 831 CONDUIT 21.0 0.5000 0.0150 E_OUT_Park E_Park 831 CONDUIT 21.0 0.5000 0.0150 446_OUT 446 7446 ORIFICE G2_OUT G2 822.1 ORIFICE 427_OUT 427 826 ORIFICE F_OUT F 427.1 ORIFICE 19 Storage_20_3 Storage_20_2 WEIR 1 Storage_20_1 903 OUTLET 424_OUT 424 19 OUTLET 425_OUT 425 907 OUTLET 426_OUT 426 904 OUTLET 430_OUT 430 7430 OUTLET 432_OUT 432 7432 OUTLET 433_OUT 433 833.1 OUTLET 437_OUT 437 7437 OUTLET 438_Out 438 437 OUTLET 440_OUT 440 7240 OUTLET 441_OUT 441 7441 OUTLET 9 Storage_18 18 OUTLET A2_OUT A2 822.2 OUTLET D_OUT D 427.2 OUTLET OL1 Storeage_19 855 OUTLET ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- 18 TRAPEZOIDAL 5.00 2500.00 2.50 1000.00 1 20737.04 22 TRAPEZOIDAL 3.00 465.00 1.52 305.00 1 1364.31 23 TRAPEZOIDAL 10.00 450.00 5.15 85.00 1 2415.80 25 4:0:0:0.016:0.5:13:6:3:0.035:6 6.50 242.00 1.37 67.00 1 999.81 26 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 4519.35 26.1 TRAPEZOIDAL 10.00 550.00 5.64 95.00 1 4288.44 26.2 TRAPEZOIDAL 10.00 550.00 5.64 95.00 1 4717.69 28 0:2:2:0.035:2:8:50:50:0.06:5 7.00 1298.00 1.23 508.00 1 7508.24 29 5:10:10:0.035:5:105:80:100:0.045:5 10.00 3050.00 2.96 1005.00 1 18206.28 30 10:4:4:0.035:4:42:100:100:0.045:5 9.00 2814.00 2.19 1042.00 1 9891.18 31 2:2:2:0.035:2:10:100:100:0.06:5 7.00 2562.00 1.19 1010.00 1 6282.45 32.1 2:2:2:0.035:2:10:100:60:0.06:5 7.00 2062.00 1.21 810.00 1 2590.17 32.2 2:2:2:0.035:2:10:100:60:0.06:5 7.00 2062.00 1.21 810.00 1 2845.12 34 2:2:2:0.035:2:10:100:100:0.06:5 7.00 2562.00 1.19 1010.00 1 5498.62 37 TRAPEZOIDAL 5.00 2505.00 2.50 1001.00 1 14981.29 38 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 15993.17 41 CIRCULAR 2.00 3.14 0.50 2.00 1 25.45 42 TRAPEZOIDAL 5.00 1375.00 2.50 550.00 1 12045.88 43 TRAPEZOIDAL 5.00 1250.00 2.50 500.00 1 12382.00 45 TRAPEZOIDAL 5.00 2500.00 2.50 1000.00 1 34325.95 46 0:2:2:0.035:2:8:40:80:0.06:5 7.00 1548.00 1.21 608.00 1 6429.00 50 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 11153.03 51 0:2:2:0.035:2:8:25:25:0.06:5 7.00 673.00 1.34 258.00 1 1852.28 70 TRAPEZOIDAL 15.00 483.75 7.97 49.50 1 6248.26 71 TRAPEZOIDAL 10.00 280.00 5.85 41.00 1 1497.58 72.1 CIRCULAR 7.00 38.48 1.75 7.00 1 550.04 72.2 CIRCULAR 7.00 38.48 1.75 7.00 1 297.58 73.1 CIRCULAR 7.00 38.48 1.75 7.00 1 297.10 73.2 CIRCULAR 7.00 38.48 1.75 7.00 1 297.21 74.1 TRAPEZOIDAL 10.00 325.00 6.24 45.00 1 2091.91 74.2 TRAPEZOIDAL 10.00 325.00 6.24 45.00 1 1978.75 75 TRAPEZOIDAL 10.00 380.00 6.57 51.00 1 6766.40 76 TRAPEZOIDAL 10.00 390.00 6.56 53.00 1 4294.00 77 TRAPEZOIDAL 15.00 753.75 9.37 70.50 1 11265.02 78 TRAPEZOIDAL 10.00 395.00 6.13 59.00 1 7632.51 79 TRAPEZOIDAL 5.00 176.25 3.80 43.50 1 1963.34 153 CIRCULAR 2.00 3.14 0.50 2.00 1 29.60 218 TRAPEZOIDAL 5.00 2500.00 2.50 1000.00 1 6276.52 227 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 4685.53 229 4:0:0:0.016:.5:13:6:3:0.035:5 5.50 179.50 1.21 58.00 1 1183.77 231 2:2:2:0.035:2:10:50:100:0.06:10 12.00 7612.00 2.31 1510.00 1 32837.73 232 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 7960.39 234 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 6511.30 235 5:10:10:0.035:5:105:80:100:0.045:5 10.00 3050.00 2.96 1005.00 1 26279.77 236 DUMMY 0.00 0.00 0.00 0.00 1 0.00 237 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 6246.33 240 0:2:2:0.035:2:8:80:100:0.06:5 7.00 2298.00 1.17 908.00 1 11732.44 242 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 39356.84 244 TRAPEZOIDAL 5.00 125.00 2.70 45.00 1 923.14 246 CIRCULAR 2.00 3.14 0.50 2.00 1 39.59 251 0:2:2:0.035:2:8:1:50:0.06:5 7.00 685.50 1.33 263.00 1 4103.30 730 10:4:4:0.035:4:42:100:100:0.045:5 9.00 2814.00 2.19 1042.00 1 8422.95 819 DUMMY 0.00 0.00 0.00 0.00 1 0.00 842D TRAPEZOIDAL 7.00 434.00 4.13 104.00 1 6638.04 842L TRAPEZOIDAL 10.00 390.00 6.56 53.00 1 7141.86 855D TRAPEZOIDAL 5.00 575.00 2.67 215.00 1 7998.55 855L TRAPEZOIDAL 15.00 483.75 7.97 49.50 1 15932.55 940D 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 30594.95 940L 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 7852.84 941 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 7663.46 POND_E_IN DUMMY 0.00 0.00 0.00 0.00 1 0.00 E_OUT CIRCULAR 0.50 0.20 0.13 0.50 1 0.34 E_OUT_Park CIRCULAR 0.50 0.20 0.13 0.50 1 0.34 **************** Transect Summary **************** Transect 0:2:2:0.035:2:8:1:50:0.06:5 Area: 0.0001 0.0002 0.0005 0.0009 0.0014 0.0021 0.0028 0.0037 0.0046 0.0057 0.0069 0.0082 0.0097 0.0112 0.0132 0.0166 0.0215 0.0278 0.0356 0.0448 0.0555 0.0677 0.0813 0.0963 0.1129 0.1309 0.1503 0.1712 0.1936 0.2174 0.2427 0.2694 0.2976 0.3272 0.3584 0.3909 0.4250 0.4604 0.4974 0.5358 0.5756 0.6170 0.6597 0.7040 0.7497 0.7968 0.8454 0.8955 0.9470 1.0000 Hrad: 0.0471 0.0941 0.1412 0.1882 0.2353 0.2823 0.3294 0.3764 0.4235 0.4706 0.2565 0.2622 0.2772 0.2958 0.3158 0.3363 0.3569 0.3774 0.3976 0.4175 0.4372 0.4565 0.4756 0.4944 0.5129 0.5311 0.5492 0.5670 0.5846 0.6020 0.6193 0.6363 0.6532 0.6700 0.6866 0.7031 0.7195 0.7358 0.7520 0.7680 0.7840 0.7999 0.8157 0.8314 0.8470 0.8626 0.8781 0.8935 0.9089 0.9242 0.9395 0.9547 0.9698 0.9849 1.0000 Width: 0.0690 0.0690 0.0690 0.0690 0.2319 0.2490 0.2660 0.2831 0.3002 0.3172 0.3343 0.3514 0.3684 0.3855 0.4026 0.4197 0.4367 0.4538 0.4709 0.4879 0.5050 0.5221 0.5391 0.5562 0.5733 0.5903 0.6074 0.6245 0.6416 0.6586 0.6757 0.6928 0.7098 0.7269 0.7440 0.7610 0.7781 0.7952 0.8122 0.8293 0.8464 0.8634 0.8805 0.8976 0.9147 0.9317 0.9488 0.9659 0.9829 1.0000 ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Surcharge Method ......... EXTRAN Starting Date ............ 01/28/2013 00:00:00 Ending Date .............. 02/01/2013 00:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:01:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 5.00 sec Variable Time Step ....... YES Maximum Trials ........... 8 Number of Threads ........ 1 Head Tolerance ........... 0.005000 ft ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 366.814 1.289 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 239.234 0.840 Surface Runoff ........... 120.638 0.424 Final Storage ............ 6.993 0.025 Continuity Error (%) ..... -0.014 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 120.679 39.325 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 3628.346 1182.351 External Outflow ......... 2480.940 808.451 Flooding Loss ............ 872.030 284.164 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 5.282 1.721 Final Stored Volume ...... 457.935 149.225 Continuity Error (%) ..... -1.508 ************************* Highest Continuity Errors ************************* Node 432 (24.00%) Node 18 (18.36%) Node 726 (13.54%) Node 437 (11.31%) Node 32 (10.95%) *************************** Time-Step Critical Elements *************************** Link 23 (94.87%) Link E_OUT_Park (3.46%) Link 242 (1.67%) ******************************** Highest Flow Instability Indexes ******************************** Link 855D (134) Link 855L (134) Link 71 (134) Link 18 (114) Link 819 (111) ************************* Routing Time Step Summary ************************* Minimum Time Step : 0.53 sec Average Time Step : 2.83 sec Maximum Time Step : 5.00 sec Percent in Steady State : 0.00 Average Iterations per Step : 2.06 Percent Not Converging : 0.03 Time Step Frequencies : 5.000 - 3.155 sec : 0.00 % 3.155 - 1.991 sec : 96.94 % 1.991 - 1.256 sec : 3.06 % 1.256 - 0.792 sec : 0.00 % 0.792 - 0.500 sec : 0.00 % *************************** Subcatchment Runoff Summary *************************** ------------------------------------------------------------------------------------------------------------------ ------------ Total Total Total Total Imperv Perv Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Runoff Runoff Coeff Subcatchment in in in in in in in 10^6 gal CFS ------------------------------------------------------------------------------------------------------------------ ------------ SB_A1 0.98 0.00 0.00 0.39 0.53 0.00 0.53 0.26 14.79 0.541 SB_A2 0.98 0.00 0.00 0.30 0.61 0.00 0.61 0.24 15.90 0.624 SB_D 0.98 0.00 0.00 0.39 0.53 0.00 0.53 0.63 26.90 0.540 SB_E 0.98 0.00 0.00 0.28 0.63 0.00 0.63 0.26 11.05 0.642 SB_F_Phase_D 0.98 0.00 0.00 0.39 0.53 0.00 0.53 0.50 22.00 0.540 SB_F_Phase_E 0.98 0.00 0.00 0.39 0.53 0.00 0.53 0.30 11.71 0.540 SB_G1 0.98 0.00 0.00 0.19 0.70 0.00 0.70 0.64 19.48 0.720 SB_G1_EX 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.05 5.31 0.046 SB_G2 0.98 0.00 0.00 0.19 0.70 0.00 0.71 0.16 8.55 0.721 SB_OS-1 0.98 0.00 0.00 0.78 0.18 0.00 0.18 0.22 11.25 0.180 SB17 0.98 0.00 0.00 0.92 0.04 0.01 0.05 0.07 7.65 0.054 SB18 0.98 0.00 0.00 0.24 0.66 0.00 0.66 2.47 153.08 0.677 SB19 0.98 0.00 0.00 0.24 0.66 0.00 0.66 1.48 115.30 0.678 SB20_2 0.98 0.00 0.00 0.53 0.40 0.01 0.40 0.50 52.20 0.411 SB20_3 0.98 0.00 0.00 0.24 0.66 0.01 0.67 1.74 186.51 0.683 SB20_4 0.98 0.00 0.00 0.73 0.22 0.01 0.23 0.12 13.80 0.232 SB200 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.04 4.83 0.048 SB201 0.98 0.00 0.00 0.91 0.04 0.02 0.06 0.02 2.20 0.061 SB21 0.98 0.00 0.00 0.92 0.04 0.01 0.05 0.03 3.31 0.054 SB24 0.98 0.00 0.00 0.52 0.40 0.02 0.42 0.38 43.63 0.424 SB25 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.16 18.29 0.047 SB26 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.20 22.34 0.049 SB28 0.98 0.00 0.00 0.88 0.09 0.00 0.09 0.20 20.27 0.091 SB29 0.98 0.00 0.00 0.69 0.26 0.00 0.26 1.89 191.82 0.264 SB30 0.98 0.00 0.00 0.49 0.43 0.01 0.44 0.40 44.12 0.450 SB31 0.98 0.00 0.00 0.91 0.06 0.00 0.07 0.33 36.90 0.067 SB32 0.98 0.00 0.00 0.92 0.05 0.00 0.05 0.18 18.39 0.055 SB33.1 0.98 0.00 0.00 0.90 0.07 0.00 0.07 0.07 7.71 0.076 SB33.2 0.98 0.00 0.00 0.40 0.51 0.01 0.52 0.54 59.23 0.531 SB33.3 0.98 0.00 0.00 0.45 0.47 0.01 0.48 1.09 120.83 0.487 SB33.4 0.98 0.00 0.00 0.45 0.47 0.01 0.48 0.54 59.98 0.487 SB34 0.98 0.00 0.00 0.89 0.08 0.00 0.08 0.29 32.21 0.084 SB37 0.98 0.00 0.00 0.75 0.20 0.01 0.21 0.20 22.40 0.215 SB38 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.38 42.00 0.049 SB39 0.98 0.00 0.00 0.90 0.04 0.03 0.07 0.03 2.72 0.076 SB40 0.98 0.00 0.00 0.45 0.47 0.01 0.48 1.43 161.16 0.488 SB41 0.98 0.00 0.00 0.68 0.26 0.02 0.27 0.98 110.89 0.278 SB42 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.07 7.74 0.048 SB43 0.98 0.00 0.00 0.58 0.35 0.00 0.36 0.37 36.20 0.364 SB45 0.98 0.00 0.00 0.93 0.04 0.00 0.05 0.07 7.75 0.048 SB46 0.98 0.00 0.00 0.80 0.16 0.00 0.16 0.60 67.26 0.167 SB50 3.41 0.00 0.00 1.89 0.17 1.35 1.52 6.92 210.28 0.446 SB51 3.41 0.00 0.00 1.72 0.17 1.52 1.68 12.25 443.48 0.494 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- 7 JUNCTION 2.92 2.97 5115.97 0 00:00 2.92 18 JUNCTION 0.23 0.47 4990.69 0 07:05 0.47 19 JUNCTION 0.02 0.57 5010.57 0 07:05 0.57 28 JUNCTION 0.07 1.53 5029.53 0 06:50 1.53 31 JUNCTION 0.05 2.24 5000.46 0 06:46 2.24 32 JUNCTION 3.08 3.49 4998.86 0 08:54 3.49 37 JUNCTION 0.03 0.46 5033.02 0 06:42 0.46 38 JUNCTION 0.10 1.69 5039.54 0 06:41 1.69 42 JUNCTION 0.02 0.20 5055.92 0 06:50 0.20 43 JUNCTION 0.01 0.52 5095.45 0 06:43 0.52 45 JUNCTION 0.01 0.12 5076.08 0 06:53 0.12 46 JUNCTION 0.05 2.66 5085.80 0 06:45 2.66 50 JUNCTION 0.11 3.15 5093.03 0 06:59 3.15 51 JUNCTION 0.14 5.54 5094.06 0 06:54 5.54 427.1 JUNCTION 0.06 0.31 4993.81 0 08:25 0.31 427.2 JUNCTION 0.04 0.11 5000.11 0 09:28 0.11 725 JUNCTION 0.51 5.39 4985.74 0 09:31 5.39 726 JUNCTION 3.91 5.43 4989.43 0 20:37 5.43 729 JUNCTION 0.19 2.99 5003.15 0 08:50 2.99 730 JUNCTION 0.29 3.40 4992.87 0 09:23 3.40 819 JUNCTION 0.00 0.00 4980.00 0 09:40 0.00 822.1 JUNCTION 3.56 5.02 4991.31 0 09:19 5.02 822.2 JUNCTION 2.27 3.39 4993.09 0 09:18 3.39 826 JUNCTION 2.09 3.43 4989.43 0 20:37 3.43 828 JUNCTION 2.97 4.26 4995.57 0 09:17 4.26 829 JUNCTION 0.36 4.17 4988.91 0 09:22 4.17 831 JUNCTION 3.12 4.60 4997.53 0 09:17 4.60 833.1 JUNCTION 3.14 4.67 4998.89 0 09:16 4.67 833.2 JUNCTION 2.01 3.54 5000.28 0 08:07 3.54 834 JUNCTION 2.50 5.09 5024.12 0 08:52 5.09 839 JUNCTION 1.02 1.95 5030.20 0 07:35 1.95 841 JUNCTION 2.22 4.30 5003.59 0 07:33 4.30 842 JUNCTION 1.00 2.13 5036.94 0 07:39 2.13 843 JUNCTION 2.14 2.79 5035.64 0 07:39 2.79 844 JUNCTION 1.51 2.72 5033.74 0 07:19 2.72 845 JUNCTION 2.09 4.02 5052.21 0 07:34 4.02 850 JUNCTION 1.61 2.71 5077.47 0 07:23 2.71 855 JUNCTION 0.61 0.90 4984.84 0 09:20 0.90 856 JUNCTION 1.31 1.84 4983.89 0 09:22 1.84 857 JUNCTION 1.64 2.16 4984.21 0 09:40 2.16 940 JUNCTION 2.16 6.30 5021.75 0 09:10 6.30 941 JUNCTION 0.38 3.80 5012.20 0 09:10 3.80 942 JUNCTION 2.45 7.44 5016.89 0 09:12 7.44 7240 JUNCTION 0.22 0.80 5023.80 0 18:55 0.80 7244 JUNCTION 0.08 3.38 5058.77 0 07:25 3.38 7251 JUNCTION 0.13 3.75 5086.72 0 07:10 3.75 7430 JUNCTION 0.04 0.27 4993.17 0 07:58 0.27 7431 JUNCTION 2.21 5.29 4997.23 0 09:15 5.29 7432 JUNCTION 0.00 0.00 4993.90 0 00:00 0.00 7435 JUNCTION 0.14 2.58 5030.85 0 08:42 2.58 7436 JUNCTION 0.00 0.00 5025.81 0 00:00 0.00 7437 JUNCTION 1.62 3.03 5027.42 0 08:58 3.03 7441 JUNCTION 0.12 0.43 5060.30 0 08:15 0.43 7446 JUNCTION 0.05 0.52 5069.54 0 07:23 0.52 7456 JUNCTION 1.56 2.26 5110.17 0 07:52 2.26 POND_E_IN JUNCTION 0.00 0.00 4996.00 0 06:50 0.00 417 OUTFALL 0.00 0.00 4980.32 0 00:00 0.00 421 OUTFALL 0.00 0.00 4990.00 0 00:00 0.00 443 OUTFALL 0.01 0.44 5072.71 0 06:43 0.44 900 OUTFALL 0.00 0.00 4987.00 0 00:00 0.00 901 OUTFALL 0.73 1.11 4975.13 0 09:22 1.11 902 OUTFALL 0.00 0.00 4973.21 0 00:00 0.00 903 OUTFALL 0.00 0.00 4977.40 0 00:00 0.00 904 OUTFALL 0.00 0.00 4973.14 0 00:00 0.00 907 OUTFALL 0.00 0.00 4972.52 0 00:00 0.00 424 STORAGE 0.08 2.93 5012.93 0 07:04 2.93 425 STORAGE 0.35 3.82 4982.82 0 10:29 3.82 426 STORAGE 6.59 8.43 4989.43 0 20:37 8.43 427 STORAGE 0.42 2.15 4991.37 0 11:20 2.15 430 STORAGE 0.23 2.07 4994.97 0 08:11 2.07 432 STORAGE 4.31 4.88 4998.78 2 06:43 4.88 433 STORAGE 3.10 3.99 5002.99 0 08:06 3.99 437 STORAGE 3.08 3.85 5028.55 0 08:27 3.85 438 STORAGE 4.78 5.00 5032.50 0 09:00 5.00 440 STORAGE 1.89 2.96 5027.96 0 08:12 2.96 441 STORAGE 2.37 3.17 5064.93 0 08:07 3.17 446 STORAGE 0.08 1.22 5071.22 0 07:22 1.22 A2 STORAGE 0.67 3.34 5003.03 0 07:10 3.34 D STORAGE 0.09 0.41 5000.41 0 09:05 0.41 E STORAGE 0.00 0.00 4996.00 0 00:00 0.00 F STORAGE 0.28 2.15 4995.65 0 08:17 2.15 G2 STORAGE 0.15 2.82 4992.80 0 08:05 2.82 Storage_18 STORAGE 0.10 2.69 4994.69 0 07:47 2.69 Storage_20_1 STORAGE 0.10 3.34 4986.34 0 07:22 3.34 Storage_20_2 STORAGE 0.04 0.18 5002.18 0 08:06 0.18 Storage_20_3 STORAGE 3.81 4.11 5013.11 4 00:00 4.11 Storeage_19 STORAGE 0.61 2.32 4986.32 0 07:38 2.32 E_Park STORAGE 0.51 3.66 4999.66 0 08:39 3.66 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent ------------------------------------------------------------------------------------------------- 7 JUNCTION 250.00 250.00 0 00:00 646 646 0.003 18 JUNCTION 0.00 19.60 0 06:27 0 11.6 22.485 19 JUNCTION 0.00 5.23 0 07:04 0 0.381 0.013 28 JUNCTION 11.25 11.25 0 06:40 0.216 0.216 0.036 31 JUNCTION 36.90 36.90 0 06:40 0.328 0.328 -29.416 32 JUNCTION 0.00 154.45 0 08:24 0 24.6 12.292 37 JUNCTION 22.40 22.40 0 06:40 0.198 0.198 -46.486 38 JUNCTION 42.00 42.00 0 06:40 0.382 0.382 -24.127 42 JUNCTION 7.74 7.74 0 06:40 0.0689 0.0689 -15.409 43 JUNCTION 36.20 36.20 0 06:40 0.366 0.366 -0.011 45 JUNCTION 7.75 7.75 0 06:40 0.0688 0.0688 -14.179 46 JUNCTION 67.26 67.26 0 06:40 0.602 0.602 -2.707 50 JUNCTION 210.28 210.28 0 06:40 6.93 6.93 -3.681 51 JUNCTION 443.48 443.48 0 06:45 12.3 12.3 -3.418 427.1 JUNCTION 0.00 5.26 0 08:17 0 1.42 -0.048 427.2 JUNCTION 0.00 1.10 0 09:05 0 0.624 0.210 725 JUNCTION 18.29 634.27 0 09:22 0.162 59.6 -0.115 726 JUNCTION 22.34 149.55 0 10:14 0.201 24 15.662 729 JUNCTION 191.82 415.53 0 08:42 1.89 32.4 -1.010 730 JUNCTION 0.00 282.74 0 09:13 0 27.1 0.418 819 JUNCTION 0.00 167.40 0 09:40 0 189 -0.005 822.1 JUNCTION 14.79 242.30 0 09:15 0.263 324 0.139 822.2 JUNCTION 0.00 238.18 0 09:18 0 324 0.015 826 JUNCTION 4.83 22.18 0 14:29 0.0432 3.95 -0.060 828 JUNCTION 0.00 237.76 0 09:17 0 323 0.027 829 JUNCTION 0.00 651.36 0 09:11 0 59.7 0.429 831 JUNCTION 0.00 237.76 0 09:16 0 323 0.026 833.1 JUNCTION 0.00 262.90 0 09:02 0 324 0.328 833.2 JUNCTION 0.00 397.77 0 07:43 0 345 0.065 834 JUNCTION 32.21 1655.44 0 08:39 0.287 488 -0.385 839 JUNCTION 2.72 391.36 0 07:19 0.0347 345 0.071 841 JUNCTION 0.00 393.72 0 08:05 0 345 0.200 842 JUNCTION 0.00 943.89 0 07:33 0 701 0.068 843 JUNCTION 0.00 547.10 0 07:39 0 356 0.005 844 JUNCTION 0.00 391.00 0 07:17 0 345 0.032 845 JUNCTION 0.00 1049.74 0 07:13 0 703 0.274 850 JUNCTION 0.00 664.30 0 07:13 0 691 0.141 855 JUNCTION 0.00 253.85 0 09:20 0 325 0.014 856 JUNCTION 0.00 104.00 0 09:20 0 144 0.080 857 JUNCTION 0.00 149.86 0 09:20 0 181 0.660 940 JUNCTION 0.00 1624.29 0 08:52 0 490 0.280 941 JUNCTION 0.00 280.72 0 09:10 0 26.6 -0.217 942 JUNCTION 0.00 1287.90 0 09:10 0 462 0.002 7240 JUNCTION 0.00 3.00 0 06:35 0 1.43 0.863 7244 JUNCTION 310.16 310.16 0 07:22 12.4 12.4 -2.159 7251 JUNCTION 0.00 427.12 0 07:01 0 12.7 1.384 7430 JUNCTION 0.00 1.07 0 08:11 0 0.399 -7.658 7431 JUNCTION 0.00 1288.41 0 09:13 0 462 -1.922 7432 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal 7435 JUNCTION 415.11 415.11 0 08:39 30.5 30.5 0.103 7436 JUNCTION 1546.86 1546.86 0 08:33 455 455 0.000 7437 JUNCTION 0.00 174.69 0 08:27 0 32.9 2.121 7441 JUNCTION 0.00 2.62 0 08:07 0 0.721 0.075 7446 JUNCTION 0.00 5.88 0 07:22 0 0.601 0.002 7456 JUNCTION 245.10 495.10 0 07:49 37.8 684 0.068 POND_E_IN JUNCTION 20.27 24.89 0 06:40 0.2 0.415 -0.001 417 OUTFALL 7.65 7.65 0 06:40 0.0748 0.0748 0.000 421 OUTFALL 3.31 3.31 0 06:40 0.0326 0.0326 0.000 443 OUTFALL 0.00 25.97 0 06:43 0 0.366 0.000 900 OUTFALL 0.00 0.50 0 08:06 0 0.117 0.000 901 OUTFALL 0.00 103.98 0 09:22 0 144 0.000 902 OUTFALL 0.00 167.40 0 09:40 0 189 0.000 903 OUTFALL 0.00 14.10 0 06:24 0 1.75 0.000 904 OUTFALL 0.00 659.19 0 20:37 0 413 0.000 907 OUTFALL 0.00 371.08 0 10:29 0 59.6 0.000 424 STORAGE 43.63 43.63 0 06:40 0.38 0.381 0.001 425 STORAGE 0.00 627.22 0 09:27 0 59.7 0.114 426 STORAGE 0.00 1622.33 0 09:37 0 490 6.560 427 STORAGE 22.42 22.84 0 06:45 0.69 2.11 0.162 430 STORAGE 44.12 44.12 0 06:40 0.4 0.401 0.339 432 STORAGE 18.39 116.38 0 09:14 0.175 21.9 31.576 433 STORAGE 247.74 247.74 0 06:40 2.23 3.35 0.001 437 STORAGE 2.20 318.09 0 07:31 0.0239 38.6 12.755 438 STORAGE 0.00 550.41 0 07:39 0 356 0.385 440 STORAGE 161.16 161.16 0 06:40 1.43 2.04 0.001 441 STORAGE 110.89 110.89 0 06:40 0.98 0.98 0.039 446 STORAGE 0.00 34.67 0 06:47 0 0.619 2.801 A2 STORAGE 15.90 15.90 0 06:40 0.244 0.244 0.004 D STORAGE 26.90 26.90 0 06:45 0.633 0.633 0.176 E STORAGE 0.00 0.00 0 00:00 0 0 0.000 gal F STORAGE 33.71 33.72 0 06:45 0.8 1.42 0.034 G2 STORAGE 8.55 8.55 0 06:40 0.159 0.159 0.005 Storage_18 STORAGE 153.08 153.08 0 06:40 2.47 2.47 -78.745 Storage_20_1 STORAGE 186.51 186.51 0 06:40 1.74 1.74 -0.486 Storage_20_2 STORAGE 13.80 13.80 0 06:40 0.123 0.123 0.740 Storage_20_3 STORAGE 52.20 52.20 0 06:40 0.498 0.498 0.004 Storeage_19 STORAGE 115.30 115.30 0 06:40 1.48 1.48 0.721 E_Park STORAGE 11.05 35.11 0 06:40 0.262 0.678 0.004 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- 7436 JUNCTION 96.00 0.000 10.000 ********************* Node Flooding Summary ********************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------- Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------- 438 86.99 298.10 0 09:00 284.144 0.000 ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------- 424 0.573 0 0 0 30.199 11 0 07:04 5.23 425 106.968 4 0 0 2003.712 74 0 10:29 371.08 426 6163.824 52 0 0 10448.021 89 0 20:37 659.19 427 6.993 1 0 0 64.827 12 0 11:20 4.60 430 3.747 1 0 0 45.755 17 0 08:11 1.07 432 1764.580 25 0 0 2214.947 32 2 06:43 1.18 433 160.898 8 0 0 380.204 18 0 08:06 10.00 437 170.963 50 0 0 285.941 83 0 08:27 174.69 438 5668.275 94 0 0 6049.552 100 0 09:00 10.83 440 97.737 7 0 0 251.003 19 0 08:12 3.00 441 51.591 4 0 0 118.083 9 0 08:07 2.62 446 3.427 0 0 0 53.275 1 0 07:22 5.88 A2 2.130 1 0 0 18.381 11 0 07:10 4.18 D 16.090 3 0 0 71.144 13 0 09:05 1.10 E 0.000 0 0 0 0.000 0 0 00:00 0.00 F 1.550 0 0 0 30.995 6 0 08:17 5.26 G2 0.477 0 0 0 12.370 10 0 08:05 1.25 Storage_18 5.355 0 0 0 183.618 0 0 07:47 19.60 Storage_20_1 4.183 0 0 0 145.532 3 0 07:22 14.10 Storage_20_2 2.175 1 0 0 9.942 4 0 08:06 0.50 Storage_20_3 61.631 17 0 0 66.588 18 4 00:00 0.00 Storeage_19 4.896 0 0 0 117.106 3 0 07:38 11.70 E_Park 6.377 0 0 0 71.620 5 0 08:39 1.83 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- 417 2.96 1.12 7.65 0.075 421 2.68 0.54 3.31 0.033 443 12.89 1.12 25.97 0.366 900 93.17 0.05 0.50 0.117 901 98.74 56.35 103.98 144.047 902 98.73 74.08 167.40 189.404 903 4.90 13.90 14.10 1.752 904 93.15 178.22 659.19 412.966 907 93.25 24.82 371.08 59.632 ----------------------------------------------------------- System 55.61 350.19 835.61 808.391 ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type CFS days hr:min ft/sec Flow Depth ----------------------------------------------------------------------------- 18 CONDUIT 19.60 0 07:50 3.51 0.00 0.05 22 CONDUIT 0.50 0 08:06 0.40 0.00 0.04 23 CONDUIT 255.04 0 00:00 5.94 0.11 0.27 25 CHANNEL 627.22 0 09:27 6.56 0.63 0.67 26 CHANNEL 144.99 0 10:14 1.53 0.03 0.89 26.1 CONDUIT 5.25 0 08:25 0.27 0.00 0.12 26.2 CONDUIT 1.09 0 09:28 0.16 0.00 0.11 28 CHANNEL 9.47 0 06:50 7.98 0.00 0.11 29 CHANNEL 412.63 0 08:50 3.93 0.02 0.35 30 CHANNEL 274.00 0 09:23 2.88 0.03 0.42 31 CHANNEL 19.97 0 06:59 2.21 0.00 0.40 32.1 CHANNEL 116.35 0 09:14 1.44 0.04 0.59 32.2 CHANNEL 154.45 0 08:24 1.37 0.05 0.49 34 CHANNEL 1624.29 0 08:52 3.46 0.30 0.81 37 CONDUIT 20.26 0 06:48 1.15 0.00 0.40 38 CHANNEL 26.86 0 06:41 0.60 0.00 0.39 41 CONDUIT 2.61 0 08:15 5.22 0.10 0.22 42 CONDUIT 2.25 0 06:50 0.09 0.00 0.23 43 CONDUIT 25.97 0 06:43 2.26 0.00 0.10 45 CONDUIT 1.79 0 06:53 0.01 0.00 0.41 46 CHANNEL 34.67 0 06:47 7.31 0.01 0.24 50 CHANNEL 189.62 0 07:08 4.17 0.02 0.41 51 CHANNEL 427.12 0 07:01 5.31 0.23 0.64 70 CONDUIT 103.98 0 09:22 4.22 0.02 0.10 71 CONDUIT 242.15 0 09:20 4.34 0.16 0.30 72.1 CONDUIT 238.19 0 09:18 13.25 0.43 0.60 72.2 CONDUIT 237.76 0 09:18 11.04 0.80 0.55 73.1 CONDUIT 237.76 0 09:17 9.26 0.80 0.63 73.2 CONDUIT 236.21 0 09:16 8.74 0.79 0.66 74.1 CONDUIT 250.00 0 07:27 3.08 0.12 0.40 74.2 CONDUIT 397.77 0 07:43 4.25 0.20 0.39 75 CONDUIT 391.14 0 07:35 4.51 0.06 0.31 76 CONDUIT 391.21 0 07:19 5.96 0.09 0.23 77 CONDUIT 942.81 0 07:33 9.08 0.08 0.20 78 CONDUIT 654.97 0 07:23 8.14 0.09 0.34 79 CONDUIT 495.06 0 07:52 6.69 0.25 0.49 153 CONDUIT 5.23 0 07:05 2.46 0.18 0.64 218 CONDUIT 147.80 0 09:40 1.26 0.02 0.22 227 CHANNEL 17.77 0 14:29 1.01 0.00 0.63 229 CHANNEL 634.26 0 09:22 4.67 0.54 0.87 231 CHANNEL 1622.33 0 09:37 4.62 0.05 0.52 232 CHANNEL 0.00 0 00:00 0.00 0.00 0.25 234 CHANNEL 1287.45 0 09:13 6.78 0.20 0.53 235 CHANNEL 414.41 0 08:42 4.87 0.02 0.28 236 DUMMY 1546.86 0 08:33 237 CHANNEL 140.33 0 08:58 1.84 0.02 0.58 240 CHANNEL 3.00 0 18:55 0.39 0.00 0.39 242 CHANNEL 547.10 0 07:39 23.79 0.01 0.54 244 CONDUIT 314.77 0 07:31 7.09 0.34 0.65 246 CONDUIT 5.88 0 07:23 2.82 0.15 0.63 251 CHANNEL 398.35 0 07:13 4.48 0.10 0.54 730 CHANNEL 1.89 0 08:21 0.67 0.00 0.20 819 DUMMY 167.40 0 09:40 842D CONDUIT 547.10 0 07:39 6.40 0.08 0.35 842L CONDUIT 391.00 0 07:17 5.99 0.05 0.24 855D CONDUIT 149.86 0 09:20 3.21 0.02 0.31 855L CONDUIT 104.00 0 09:20 4.58 0.01 0.09 940D CHANNEL 280.72 0 09:10 9.51 0.01 0.25 940L CHANNEL 1287.90 0 09:10 5.70 0.16 0.57 941 CHANNEL 281.59 0 09:13 8.65 0.04 0.30 POND_E_IN DUMMY 24.88 0 06:40 E_OUT CONDUIT 0.00 0 00:00 0.00 0.00 0.50 E_OUT_Park CONDUIT 1.83 0 07:20 9.31 5.32 1.00 446_OUT ORIFICE 5.88 0 07:22 0.82 G2_OUT ORIFICE 1.25 0 07:17 1.00 427_OUT ORIFICE 4.60 0 11:20 1.00 F_OUT ORIFICE 5.26 0 08:17 1.00 19 WEIR 0.00 0 00:00 0.00 1 DUMMY 14.10 0 06:24 424_OUT DUMMY 5.23 0 07:04 425_OUT DUMMY 371.08 0 10:29 426_OUT DUMMY 659.19 0 20:37 430_OUT DUMMY 1.07 0 08:11 432_OUT DUMMY 0.00 0 00:00 433_OUT DUMMY 10.00 0 06:28 437_OUT DUMMY 174.69 0 08:27 438_Out DUMMY 10.83 0 08:39 440_OUT DUMMY 3.00 0 06:35 441_OUT DUMMY 2.62 0 08:07 9 DUMMY 19.60 0 06:27 A2_OUT DUMMY 4.18 0 07:10 D_OUT DUMMY 1.10 0 09:05 OL1 DUMMY 11.70 0 01:12 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- 18 1.00 0.01 0.05 0.00 0.00 0.93 0.00 0.00 0.00 0.00 22 1.00 0.07 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 25 1.00 0.06 0.00 0.00 0.93 0.01 0.00 0.00 0.01 0.00 26 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.01 0.00 26.1 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 26.2 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 28 1.00 0.06 0.00 0.00 0.00 0.93 0.00 0.00 0.00 0.00 29 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.92 0.00 30 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.46 0.00 31 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.93 0.00 32.1 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.02 0.00 32.2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.31 0.00 34 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.27 0.00 37 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.93 0.00 38 1.00 0.00 0.06 0.00 0.94 0.00 0.00 0.00 0.94 0.00 41 1.00 0.07 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 42 1.00 0.00 0.06 0.00 0.93 0.00 0.00 0.00 0.94 0.00 43 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.00 0.00 45 1.00 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.93 0.00 46 1.00 0.06 0.00 0.00 0.70 0.23 0.00 0.00 0.49 0.00 50 1.00 0.00 0.06 0.00 0.93 0.00 0.00 0.00 0.92 0.00 51 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.91 0.00 70 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 71 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 72.1 1.00 0.01 0.00 0.00 0.99 0.01 0.00 0.00 0.01 0.00 72.2 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 73.1 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 73.2 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 74.1 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.95 0.00 74.2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 75 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 76 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 77 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 78 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 79 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 153 1.00 0.01 0.06 0.00 0.94 0.00 0.00 0.00 0.94 0.00 218 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 227 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.05 0.00 229 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 231 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.90 0.00 232 1.00 0.06 0.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 234 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.62 0.00 235 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 237 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 240 1.00 0.01 0.06 0.00 0.93 0.00 0.00 0.00 0.94 0.00 242 1.00 0.00 0.00 0.00 0.95 0.05 0.00 0.00 0.97 0.00 244 1.00 0.06 0.00 0.00 0.93 0.00 0.00 0.00 0.92 0.00 246 1.00 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.93 0.00 251 1.00 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.93 0.00 730 1.00 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.33 0.00 842D 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 842L 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 855D 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 855L 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 940D 1.00 0.09 0.70 0.00 0.04 0.17 0.00 0.00 0.91 0.00 940L 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.92 0.00 941 1.00 0.07 0.02 0.00 0.91 0.01 0.00 0.00 0.72 0.00 E_OUT 1.00 0.07 0.20 0.00 0.73 0.00 0.00 0.00 0.00 0.00 E_OUT_Park 1.00 0.06 0.00 0.00 0.80 0.00 0.00 0.14 0.22 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 26 0.01 0.01 50.44 0.01 0.01 153 0.01 0.01 89.90 0.01 0.01 246 0.01 0.01 89.55 0.01 0.01 E_OUT 0.01 0.01 5.84 0.01 0.01 E_OUT_Park 14.83 16.54 14.83 16.74 14.83 Analysis begun on: Tue Nov 29 11:06:17 2022 Analysis ended on: Tue Nov 29 11:06:24 2022 Total elapsed time: 00:00:07 EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.015) -------------------------------------------------------------- Model 2 of 3 ...................................... Selected Plan Improvements: WARNING 04: minimum elevation drop used for Conduit POND_E_IN ************* Element Count ************* Number of rain gages ...... 4 Number of subcatchments ... 43 Number of nodes ........... 88 Number of links ........... 83 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ 1 1-100yr INTENSITY 5 min. 2 2 INTENSITY 5 min. 3 3 INTENSITY 5 min. WQ WQ INTENSITY 5 min. ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ----------------------------------------------------------------------------------------------------------- SB_A1 18.26 624.00 60.00 0.7600 1 822.1 SB_A2 14.73 568.00 69.10 1.3000 1 A2 SB_D 44.09 845.00 60.00 0.8500 1 D SB_E 15.38 303.00 71.30 1.1000 1 E_Park SB_F_Phase_D 34.64 933.00 60.00 0.5000 1 F SB_F_Phase_E 21.11 447.00 60.00 0.5000 1 F SB_G1 33.52 553.00 80.00 0.7000 1 427 SB_G1_EX 39.90 805.00 5.00 0.7000 1 427 SB_G2 8.31 432.00 80.00 0.5000 1 G2 SB_OS-1 45.00 560.00 20.00 0.5000 1 28 SB17 52.30 4140.00 5.00 3.9000 1 417 SB18 137.60 5994.00 75.00 1.0000 1 Storage_18 SB19 82.00 3570.00 75.00 2.5000 1 Storeage_19 SB20_2 45.61 7250.00 45.00 0.5000 1 Storage_20_3 SB20_3 96.10 14080.00 75.00 2.0000 1 Storage_20_1 SB20_4 19.90 3560.00 25.00 0.5000 1 Storage_20_2 SB200 33.60 1460.00 5.00 1.6000 1 826 SB201 14.80 3220.00 5.00 2.0000 1 437 SB21 22.60 2190.00 5.00 2.9000 1 421 SB24 33.70 9790.00 45.00 3.3000 1 424 SB25 129.10 5630.00 5.00 0.7000 1 725 SB26 155.10 6756.00 5.00 2.0000 1 726 SB28 82.40 1588.00 10.00 1.2000 1 POND_E_IN SB29 268.80 21290.00 29.00 0.6000 1 729 SB30 33.50 4870.00 49.00 1.5000 1 430 SB31 184.50 8040.00 7.00 2.1000 1 31 SB32 119.95 1506.00 6.00 1.5000 1 432 SB33.1 33.90 1480.00 8.00 2.1000 1 433 SB33.2 38.00 5520.00 58.00 2.1000 1 433 SB33.3 84.00 12200.00 53.00 2.1000 1 433 SB33.4 41.70 6050.00 53.00 2.1000 1 433 SB34 128.50 6220.00 9.00 1.0000 1 834 SB37 34.60 3770.00 23.00 1.8000 1 37 SB38 290.70 12660.00 5.00 2.8000 1 38 SB39 17.10 2480.00 5.00 30.8000 1 839 SB40 110.70 16070.00 53.00 2.7000 1 440 SB41 132.60 38510.00 29.00 1.7000 1 441 SB42 54.00 2350.00 5.00 1.3000 1 42 SB43 37.80 2060.00 40.00 1.9000 1 43 SB45 54.30 2370.00 5.00 1.0000 1 45 SB46 135.80 5920.00 18.00 3.6000 1 46 SB50 167.70 7310.00 5.00 1.9000 2 50 SB51 267.80 11670.00 5.00 4.6000 2 51 ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- 7 JUNCTION 5113.00 10.00 0.0 Yes 18 JUNCTION 4990.22 5.00 0.0 19 JUNCTION 5010.00 10.00 0.0 28 JUNCTION 5028.00 7.00 0.0 31 JUNCTION 4998.22 7.00 0.0 32 JUNCTION 4995.37 7.00 0.0 37 JUNCTION 5032.56 5.00 0.0 38 JUNCTION 5037.85 7.00 0.0 42 JUNCTION 5055.72 5.00 0.0 43 JUNCTION 5094.93 5.00 0.0 45 JUNCTION 5075.96 5.00 0.0 46 JUNCTION 5083.14 7.00 0.0 50 JUNCTION 5089.88 7.00 0.0 51 JUNCTION 5088.52 7.00 0.0 427.1 JUNCTION 4993.50 10.00 0.0 427.2 JUNCTION 5000.00 10.00 0.0 725 JUNCTION 4980.35 6.50 0.0 726 JUNCTION 4984.00 7.00 0.0 729 JUNCTION 5000.16 10.00 0.0 730 JUNCTION 4989.47 12.00 0.0 819 JUNCTION 4980.00 5.00 0.0 822.1 JUNCTION 4986.29 10.00 0.0 822.2 JUNCTION 4989.70 7.00 0.0 826 JUNCTION 4986.00 7.00 0.0 828 JUNCTION 4991.31 7.00 0.0 829 JUNCTION 4984.74 10.00 0.0 831 JUNCTION 4992.93 7.00 0.0 833.1 JUNCTION 4994.22 10.00 0.0 833.2 JUNCTION 4996.74 10.00 0.0 834 JUNCTION 5019.03 7.00 0.0 839 JUNCTION 5028.25 10.00 0.0 841 JUNCTION 4999.29 20.12 0.0 842 JUNCTION 5034.81 15.00 0.0 843 JUNCTION 5032.85 7.00 0.0 844 JUNCTION 5031.02 10.00 0.0 845 JUNCTION 5048.19 15.00 0.0 850 JUNCTION 5074.76 10.00 0.0 855 JUNCTION 4983.94 15.00 0.0 856 JUNCTION 4982.05 15.00 0.0 857 JUNCTION 4982.05 5.00 0.0 940 JUNCTION 5015.45 16.10 0.0 941 JUNCTION 5008.40 12.00 0.0 942 JUNCTION 5009.45 12.00 0.0 7240 JUNCTION 5023.00 7.00 0.0 7244 JUNCTION 5055.39 5.00 0.0 Yes 7251 JUNCTION 5082.97 7.00 0.0 7430 JUNCTION 4992.90 9.00 0.0 7431 JUNCTION 4991.94 12.00 0.0 7432 JUNCTION 4993.90 7.00 0.0 7435 JUNCTION 5028.27 10.00 0.0 Yes 7436 JUNCTION 5025.81 10.00 0.0 Yes 7437 JUNCTION 5024.39 7.00 0.0 7441 JUNCTION 5059.87 2.00 0.0 7446 JUNCTION 5069.02 2.00 0.0 7456 JUNCTION 5107.91 15.00 0.0 Yes POND_E_IN JUNCTION 4996.00 7.00 0.0 417 OUTFALL 4980.32 0.00 0.0 421 OUTFALL 4990.00 0.00 0.0 443 OUTFALL 5072.27 5.00 0.0 900 OUTFALL 4987.00 8.00 0.0 901 OUTFALL 4974.02 15.00 0.0 902 OUTFALL 4973.21 0.00 0.0 903 OUTFALL 4977.40 0.00 0.0 904 OUTFALL 4973.14 0.00 0.0 907 OUTFALL 4972.52 0.00 0.0 424 STORAGE 5010.00 8.00 0.0 425 STORAGE 4979.00 4.50 0.0 426 STORAGE 4981.00 8.78 0.0 427 STORAGE 4989.22 6.00 0.0 430 STORAGE 4992.90 5.00 0.0 432 STORAGE 4993.90 7.10 0.0 433 STORAGE 4999.00 7.51 0.0 437 STORAGE 5024.70 4.10 0.0 438 STORAGE 5027.50 5.00 0.0 440 STORAGE 5025.00 8.85 0.0 441 STORAGE 5061.76 8.70 0.0 446 STORAGE 5070.00 100.00 0.0 A2 STORAGE 4999.69 8.50 0.0 D STORAGE 5000.00 3.00 0.0 E STORAGE 4996.00 10.48 0.0 F STORAGE 4993.50 10.20 0.0 G2 STORAGE 4989.98 7.50 0.0 Storage_18 STORAGE 4992.00 100.00 0.0 Storage_20_1 STORAGE 4983.00 100.00 0.0 Storage_20_2 STORAGE 5002.00 4.00 0.0 Storage_20_3 STORAGE 5009.00 9.00 0.0 Storeage_19 STORAGE 4984.00 10.00 0.0 E_Park STORAGE 4996.00 10.48 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- 18 18 819 CONDUIT 695.6 1.4694 0.0400 22 Storage_20_2 900 CONDUIT 1800.0 0.5556 0.0500 23 7 7456 CONDUIT 50.0 0.1800 0.0350 25 725 425 CONDUIT 1037.2 0.1302 0.0160 26 726 426 CONDUIT 2114.1 0.1419 0.0350 26.1 427.1 427 CONDUIT 1275.0 0.3357 0.0350 26.2 427.2 F CONDUIT 1600.0 0.4063 0.0350 28 28 POND_E_IN CONDUIT 2260.0 1.4161 0.0350 29 729 829 CONDUIT 3322.3 0.4641 0.0350 30 730 829 CONDUIT 1967.1 0.2405 0.0350 31 31 7431 CONDUIT 2371.5 0.2648 0.0350 32.1 32 432 CONDUIT 2162.0 0.0680 0.0350 32.2 833.2 32 CONDUIT 1670.0 0.0820 0.0350 34 834 940 CONDUIT 1764.8 0.2029 0.0350 37 37 437 CONDUIT 1030.4 0.7628 0.0400 38 38 438 CONDUIT 582.5 1.7771 0.0350 41 7441 841 CONDUIT 3355.4 1.2655 0.0130 42 42 842 CONDUIT 1275.7 1.6393 0.0400 43 43 443 CONDUIT 1412.3 1.6047 0.0350 45 45 845 CONDUIT 690.3 4.0261 0.0400 46 46 446 CONDUIT 1763.1 0.7453 0.0350 50 50 850 CONDUIT 1749.6 0.8642 0.0350 51 51 7251 CONDUIT 1942.3 0.2857 0.0350 70 856 901 CONDUIT 1380.3 0.5818 0.0350 71 822.1 855 CONDUIT 1559.6 0.1507 0.0350 72.1 822.2 822.1 CONDUIT 460.0 0.7413 0.0130 72.2 828 822.2 CONDUIT 742.0 0.2170 0.0130 73.1 831 828 CONDUIT 749.0 0.2163 0.0130 73.2 833.1 831 CONDUIT 596.0 0.2164 0.0130 74.1 833.2 833.1 CONDUIT 1260.0 0.2000 0.0350 74.2 841 833.2 CONDUIT 1425.0 0.1789 0.0350 75 839 841 CONDUIT 2027.9 1.4282 0.0350 76 844 839 CONDUIT 505.4 0.5481 0.0350 77 845 842 CONDUIT 2134.3 0.6269 0.0350 78 850 845 CONDUIT 1440.1 1.8453 0.0350 79 7456 850 CONDUIT 2859.4 1.1594 0.0350 153 19 822.1 CONDUIT 1385.0 1.7122 0.0130 218 857 819 CONDUIT 1522.9 0.1346 0.0400 227 826 726 CONDUIT 1311.2 0.1525 0.0350 229 829 725 CONDUIT 1117.8 0.3927 0.0160 231 7431 426 CONDUIT 3227.2 0.3390 0.0350 232 7432 826 CONDUIT 1794.4 0.4403 0.0350 234 942 7431 CONDUIT 2396.1 0.7308 0.0350 235 7435 729 CONDUIT 2906.9 0.9671 0.0350 236 7436 834 CONDUIT 400.0 1.6952 0.0100 237 7437 834 CONDUIT 1977.3 0.2711 0.0350 240 7240 833.1 CONDUIT 2465.9 1.1672 0.0350 242 843 438 CONDUIT 50.0 10.7618 0.0350 244 7244 437 CONDUIT 3820.9 0.8032 0.0350 246 7446 845 CONDUIT 680.3 3.0633 0.0130 251 7251 845 CONDUIT 2547.2 1.3655 0.0350 730 7430 730 CONDUIT 1967.1 0.1744 0.0350 819 819 902 CONDUIT 625.0 1.0865 0.0130 842D 842 843 CONDUIT 100.0 1.9604 0.0350 842L 842 844 CONDUIT 250.0 1.5162 0.0350 855D 855 857 CONDUIT 50.0 3.7827 0.0400 855L 855 856 CONDUIT 50.0 3.7827 0.0350 940D 940 941 CONDUIT 70.0 16.1346 0.0350 940L 940 942 CONDUIT 564.5 1.0629 0.0350 941 941 730 CONDUIT 1870.1 1.0123 0.0350 POND_E_IN POND_E_IN E_Park CONDUIT 400.0 0.0003 0.0100 E_OUT E 831 CONDUIT 21.0 0.5000 0.0150 E_OUT_Park E_Park 831 CONDUIT 21.0 0.5000 0.0150 446_OUT 446 7446 ORIFICE G2_OUT G2 822.1 ORIFICE 427_OUT 427 826 ORIFICE F_OUT F 427.1 ORIFICE 19 Storage_20_3 Storage_20_2 WEIR 1 Storage_20_1 903 OUTLET 424_OUT 424 19 OUTLET 425_OUT 425 907 OUTLET 426_OUT 426 904 OUTLET 430_OUT 430 7430 OUTLET 432_OUT 432 7432 OUTLET 433_OUT 433 833.1 OUTLET 437_OUT 437 7437 OUTLET 438_Out 438 437 OUTLET 440_OUT 440 7240 OUTLET 441_OUT 441 7441 OUTLET 9 Storage_18 18 OUTLET A2_OUT A2 822.2 OUTLET D_OUT D 427.2 OUTLET OL1 Storeage_19 855 OUTLET ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- 18 TRAPEZOIDAL 5.00 2500.00 2.50 1000.00 1 20737.04 22 TRAPEZOIDAL 3.00 465.00 1.52 305.00 1 1364.31 23 TRAPEZOIDAL 10.00 450.00 5.15 85.00 1 2415.80 25 4:0:0:0.016:0.5:13:6:3:0.035:6 6.50 242.00 1.37 67.00 1 999.81 26 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 4519.35 26.1 TRAPEZOIDAL 10.00 550.00 5.64 95.00 1 4288.44 26.2 TRAPEZOIDAL 10.00 550.00 5.64 95.00 1 4717.69 28 0:2:2:0.035:2:8:50:50:0.06:5 7.00 1298.00 1.23 508.00 1 7508.24 29 5:10:10:0.035:5:105:80:100:0.045:5 10.00 3050.00 2.96 1005.00 1 18206.28 30 10:4:4:0.035:4:42:100:100:0.045:5 9.00 2814.00 2.19 1042.00 1 9891.18 31 2:2:2:0.035:2:10:100:100:0.06:5 7.00 2562.00 1.19 1010.00 1 6282.45 32.1 2:2:2:0.035:2:10:100:60:0.06:5 7.00 2062.00 1.21 810.00 1 2590.17 32.2 2:2:2:0.035:2:10:100:60:0.06:5 7.00 2062.00 1.21 810.00 1 2845.12 34 2:2:2:0.035:2:10:100:100:0.06:5 7.00 2562.00 1.19 1010.00 1 5498.62 37 TRAPEZOIDAL 5.00 2505.00 2.50 1001.00 1 14981.29 38 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 15993.17 41 CIRCULAR 2.00 3.14 0.50 2.00 1 25.45 42 TRAPEZOIDAL 5.00 1375.00 2.50 550.00 1 12045.88 43 TRAPEZOIDAL 5.00 1250.00 2.50 500.00 1 12382.00 45 TRAPEZOIDAL 5.00 2500.00 2.50 1000.00 1 34325.95 46 0:2:2:0.035:2:8:40:80:0.06:5 7.00 1548.00 1.21 608.00 1 6429.00 50 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 11153.03 51 0:2:2:0.035:2:8:25:25:0.06:5 7.00 673.00 1.34 258.00 1 1852.28 70 TRAPEZOIDAL 15.00 483.75 7.97 49.50 1 6248.26 71 TRAPEZOIDAL 10.00 280.00 5.85 41.00 1 1497.58 72.1 CIRCULAR 7.00 38.48 1.75 7.00 1 550.04 72.2 CIRCULAR 7.00 38.48 1.75 7.00 1 297.58 73.1 CIRCULAR 7.00 38.48 1.75 7.00 1 297.10 73.2 CIRCULAR 7.00 38.48 1.75 7.00 1 297.21 74.1 TRAPEZOIDAL 10.00 325.00 6.24 45.00 1 2091.91 74.2 TRAPEZOIDAL 10.00 325.00 6.24 45.00 1 1978.75 75 TRAPEZOIDAL 10.00 380.00 6.57 51.00 1 6766.40 76 TRAPEZOIDAL 10.00 390.00 6.56 53.00 1 4294.00 77 TRAPEZOIDAL 15.00 753.75 9.37 70.50 1 11265.02 78 TRAPEZOIDAL 10.00 395.00 6.13 59.00 1 7632.51 79 TRAPEZOIDAL 5.00 176.25 3.80 43.50 1 1963.34 153 CIRCULAR 2.00 3.14 0.50 2.00 1 29.60 218 TRAPEZOIDAL 5.00 2500.00 2.50 1000.00 1 6276.52 227 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 4685.53 229 4:0:0:0.016:.5:13:6:3:0.035:5 5.50 179.50 1.21 58.00 1 1183.77 231 2:2:2:0.035:2:10:50:100:0.06:10 12.00 7612.00 2.31 1510.00 1 32837.73 232 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 7960.39 234 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 6511.30 235 5:10:10:0.035:5:105:80:100:0.045:5 10.00 3050.00 2.96 1005.00 1 26279.77 236 DUMMY 0.00 0.00 0.00 0.00 1 0.00 237 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 6246.33 240 0:2:2:0.035:2:8:80:100:0.06:5 7.00 2298.00 1.17 908.00 1 11732.44 242 0:2:2:0.035:2:8:100:100:0.06:5 7.00 2548.00 1.17 1008.00 1 39356.84 244 TRAPEZOIDAL 5.00 125.00 2.70 45.00 1 923.14 246 CIRCULAR 2.00 3.14 0.50 2.00 1 39.59 251 0:2:2:0.035:2:8:1:50:0.06:5 7.00 685.50 1.33 263.00 1 4103.30 730 10:4:4:0.035:4:42:100:100:0.045:5 9.00 2814.00 2.19 1042.00 1 8422.95 819 DUMMY 0.00 0.00 0.00 0.00 1 0.00 842D TRAPEZOIDAL 7.00 434.00 4.13 104.00 1 6638.04 842L TRAPEZOIDAL 10.00 390.00 6.56 53.00 1 7141.86 855D TRAPEZOIDAL 5.00 575.00 2.67 215.00 1 7998.55 855L TRAPEZOIDAL 15.00 483.75 7.97 49.50 1 15932.55 940D 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 30594.95 940L 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 7852.84 941 2:2:2:0.035:2:10:5:10:0.06:10 12.00 862.00 3.00 160.00 1 7663.46 POND_E_IN DUMMY 0.00 0.00 0.00 0.00 1 0.00 E_OUT CIRCULAR 0.50 0.20 0.13 0.50 1 0.34 E_OUT_Park CIRCULAR 0.50 0.20 0.13 0.50 1 0.34 **************** Transect Summary **************** Transect 0:2:2:0.035:2:8:1:50:0.06:5 Area: 0.0001 0.0002 0.0005 0.0009 0.0014 0.0021 0.0028 0.0037 0.0046 0.0057 0.0069 0.0082 0.0097 0.0112 0.0132 0.0752 0.0874 0.1002 0.1136 0.1276 0.1422 0.1574 0.1732 0.1897 0.2067 0.2244 0.2426 0.2615 0.2809 0.3010 0.3217 0.3430 0.3649 0.3874 0.4105 0.4342 0.4585 0.4834 0.5090 0.5351 0.5619 0.5892 0.6172 0.6457 0.6749 0.7047 0.7351 0.7661 0.7977 0.8299 0.8627 0.8961 0.9301 0.9648 1.0000 Hrad: 0.0861 0.1637 0.2339 0.2978 0.2822 0.2565 0.2622 0.2772 0.2958 0.3158 0.3363 0.3569 0.3774 0.3976 0.4175 0.4372 0.4565 0.4756 0.4944 0.5129 0.5311 0.5492 0.5670 0.5846 0.6020 0.6193 0.6363 0.6532 0.6700 0.6866 0.7031 0.7195 0.7358 0.7520 0.7680 0.7840 0.7999 0.8157 0.8314 0.8470 0.8626 0.8781 0.8935 0.9089 0.9242 0.9395 0.9547 0.9698 0.9849 1.0000 Width: 0.0690 0.0690 0.0690 0.0690 0.2319 0.2490 0.2660 0.2831 0.3002 0.3172 0.3343 0.3514 0.3684 0.3855 0.4026 0.4197 0.4367 0.4538 0.4709 0.4879 0.5050 0.5221 0.5391 0.5562 0.5733 0.5903 0.6074 0.6245 0.6416 0.6586 0.6757 0.6928 0.7098 0.7269 0.7440 0.7610 0.7781 0.7952 0.8122 0.8293 0.8464 0.8634 0.8805 0.8976 0.9147 0.9317 0.9488 0.9659 0.9829 1.0000 ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Surcharge Method ......... EXTRAN Starting Date ............ 01/28/2013 00:00:00 Ending Date .............. 02/01/2013 00:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:01:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 5.00 sec Variable Time Step ....... YES Maximum Trials ........... 8 Number of Threads ........ 1 Head Tolerance ........... 0.005000 ft ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 1035.083 3.636 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 418.850 1.471 Surface Runoff ........... 609.446 2.141 Final Storage ............ 6.993 0.025 Continuity Error (%) ..... -0.020 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 609.474 198.606 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 3628.346 1182.351 External Outflow ......... 2886.883 940.734 Flooding Loss ............ 938.503 305.825 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 5.282 1.721 Final Stored Volume ...... 469.912 153.128 Continuity Error (%) ..... -1.230 ************************* Highest Continuity Errors ************************* Node 432 (22.89%) Node 446 (22.02%) Node 32 (12.30%) Node 437 (10.88%) Node 18 (9.57%) *************************** Time-Step Critical Elements *************************** Link 23 (98.06%) Link 242 (1.69%) ******************************** Highest Flow Instability Indexes ******************************** Link 855D (112) Link 855L (112) Link 71 (112) Link 18 (86) Link 819 (86) ************************* Routing Time Step Summary ************************* Minimum Time Step : 1.26 sec Average Time Step : 2.87 sec Maximum Time Step : 5.00 sec Percent in Steady State : 0.00 Average Iterations per Step : 2.01 Percent Not Converging : 0.03 Time Step Frequencies : 5.000 - 3.155 sec : 0.00 % 3.155 - 1.991 sec : 99.65 % 1.991 - 1.256 sec : 0.34 % 1.256 - 0.792 sec : 0.00 % 0.792 - 0.500 sec : 0.00 % *************************** Subcatchment Runoff Summary *************************** ------------------------------------------------------------------------------------------------------------ ------------------ Total Total Total Total Imperv Perv Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Runoff Runoff Coeff Subcatchment in in in in in in in 10^6 gal CFS ------------------------------------------------------------------------------------------------------------ ------------------ SB_A1 3.67 0.00 0.00 0.78 2.14 0.69 2.83 1.40 89.97 0.771 SB_A2 3.67 0.00 0.00 0.53 2.47 0.60 3.07 1.23 90.66 0.837 SB_D 3.67 0.00 0.00 0.88 2.14 0.59 2.73 3.27 173.51 0.745 SB_E 3.67 0.00 0.00 0.56 2.55 0.49 3.03 1.27 71.19 0.827 SB_F_Phase_D 3.67 0.00 0.00 0.86 2.14 0.61 2.75 2.59 141.34 0.749 SB_F_Phase_E 3.67 0.00 0.00 0.91 2.14 0.56 2.70 1.55 76.32 0.736 SB_G1 3.67 0.00 0.00 0.40 2.86 0.34 3.19 2.91 130.16 0.870 SB_G1_EX 3.67 0.00 0.00 2.53 0.18 0.96 1.14 1.23 30.71 0.310 SB_G2 3.67 0.00 0.00 0.33 2.86 0.41 3.26 0.74 52.45 0.889 SB_OS-1 3.67 0.00 0.00 2.32 0.71 0.62 1.33 1.62 70.95 0.362 SB17 3.67 0.00 0.00 1.59 0.18 1.90 2.08 2.95 139.52 0.566 SB18 3.67 0.00 0.00 0.41 2.68 0.50 3.18 11.89 888.12 0.867 SB19 3.67 0.00 0.00 0.39 2.68 0.53 3.21 7.14 603.74 0.875 SB20_2 3.67 0.00 0.00 0.89 1.61 1.13 2.74 3.39 267.98 0.746 SB20_3 3.67 0.00 0.00 0.35 2.68 0.57 3.24 8.47 862.13 0.884 SB20_4 3.67 0.00 0.00 1.25 0.89 1.50 2.40 1.30 84.34 0.653 SB200 3.67 0.00 0.00 1.96 0.18 1.53 1.71 1.56 45.65 0.465 SB201 3.67 0.00 0.00 1.44 0.18 2.04 2.22 0.89 61.16 0.606 SB21 3.67 0.00 0.00 1.57 0.18 1.91 2.09 1.28 62.49 0.570 SB24 3.67 0.00 0.00 0.77 1.61 1.25 2.86 2.62 280.13 0.779 SB25 3.67 0.00 0.00 2.15 0.18 1.34 1.52 5.32 139.79 0.413 SB26 3.67 0.00 0.00 1.91 0.18 1.58 1.75 7.39 225.58 0.478 SB28 3.67 0.00 0.00 2.26 0.36 1.04 1.39 3.12 107.61 0.380 SB29 3.67 0.00 0.00 1.34 1.04 1.26 2.30 16.78 999.81 0.627 SB30 3.67 0.00 0.00 0.77 1.75 1.10 2.85 2.60 231.26 0.778 SB31 3.67 0.00 0.00 1.85 0.25 1.56 1.81 9.07 309.06 0.494 SB32 3.67 0.00 0.00 2.54 0.21 0.91 1.12 3.65 100.40 0.306 SB33.1 3.67 0.00 0.00 1.83 0.29 1.55 1.84 1.69 60.20 0.500 SB33.2 3.67 0.00 0.00 0.61 2.07 0.93 3.00 3.10 298.79 0.818 SB33.3 3.67 0.00 0.00 0.69 1.89 1.03 2.93 6.68 628.35 0.798 SB33.4 3.67 0.00 0.00 0.69 1.89 1.03 2.93 3.31 311.86 0.798 SB34 3.67 0.00 0.00 1.91 0.32 1.43 1.75 6.10 213.00 0.476 SB37 3.67 0.00 0.00 1.26 0.82 1.57 2.39 2.25 147.82 0.651 SB38 3.67 0.00 0.00 1.84 0.18 1.64 1.82 14.39 469.06 0.497 SB39 3.67 0.00 0.00 1.34 0.18 2.15 2.33 1.08 115.30 0.635 SB40 3.67 0.00 0.00 0.68 1.89 1.04 2.93 8.82 848.72 0.800 SB41 3.67 0.00 0.00 1.03 1.04 1.58 2.61 9.41 878.27 0.712 SB42 3.67 0.00 0.00 2.00 0.18 1.48 1.66 2.43 69.13 0.452 SB43 3.67 0.00 0.00 1.05 1.43 1.15 2.58 2.65 185.32 0.702 SB45 3.67 0.00 0.00 2.06 0.18 1.42 1.60 2.36 64.69 0.436 SB46 3.67 0.00 0.00 1.50 0.64 1.51 2.15 7.93 410.22 0.586 SB50 3.41 0.00 0.00 1.89 0.17 1.35 1.52 6.92 210.28 0.446 SB51 3.41 0.00 0.00 1.72 0.17 1.52 1.68 12.25 443.48 0.494 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- 7 JUNCTION 2.92 2.97 5115.97 0 00:00 2.92 18 JUNCTION 0.27 0.47 4990.69 1 02:20 0.47 19 JUNCTION 0.09 1.45 5011.45 0 07:18 1.45 28 JUNCTION 0.11 2.72 5030.72 0 06:51 2.72 31 JUNCTION 0.18 3.76 5001.98 0 07:02 3.76 32 JUNCTION 3.23 3.48 4998.85 2 04:46 3.48 37 JUNCTION 0.04 0.86 5033.42 0 06:40 0.86 38 JUNCTION 0.17 3.15 5041.00 0 06:50 3.15 42 JUNCTION 0.03 0.69 5056.41 0 06:53 0.69 43 JUNCTION 0.02 0.98 5095.91 0 06:41 0.98 45 JUNCTION 0.02 0.46 5076.42 0 06:51 0.46 46 JUNCTION 0.18 3.88 5087.02 0 06:42 3.88 50 JUNCTION 0.10 3.15 5093.03 0 06:59 3.15 51 JUNCTION 0.14 5.55 5094.07 0 06:55 5.55 427.1 JUNCTION 0.47 1.41 4994.91 0 22:08 1.41 427.2 JUNCTION 0.10 0.58 5000.58 0 09:24 0.58 725 JUNCTION 0.66 5.59 4985.94 0 09:18 5.59 726 JUNCTION 4.00 5.46 4989.46 0 19:55 5.46 729 JUNCTION 0.22 3.97 5004.13 0 06:47 3.97 730 JUNCTION 0.35 3.61 4993.08 0 09:19 3.61 819 JUNCTION 0.00 0.00 4980.00 0 08:30 0.00 822.1 JUNCTION 3.80 5.27 4991.56 0 08:07 5.27 822.2 JUNCTION 2.44 3.44 4993.14 0 09:22 3.44 826 JUNCTION 2.17 3.46 4989.46 0 19:56 3.46 828 JUNCTION 3.16 4.33 4995.64 0 09:22 4.33 829 JUNCTION 0.43 4.32 4989.06 0 09:18 4.32 831 JUNCTION 3.33 4.68 4997.61 0 09:22 4.68 833.1 JUNCTION 3.34 4.75 4998.97 0 09:21 4.75 833.2 JUNCTION 2.08 3.61 5000.35 0 08:00 3.61 834 JUNCTION 2.49 5.16 5024.19 0 08:49 5.16 839 JUNCTION 1.03 1.99 5030.24 0 07:17 1.99 841 JUNCTION 2.25 4.37 5003.66 0 07:26 4.37 842 JUNCTION 1.01 2.33 5037.14 0 07:40 2.33 843 JUNCTION 2.14 2.86 5035.71 0 07:40 2.86 844 JUNCTION 1.52 2.72 5033.74 0 08:29 2.72 845 JUNCTION 2.10 4.17 5052.36 0 07:35 4.17 850 JUNCTION 1.61 2.71 5077.47 0 07:23 2.71 855 JUNCTION 0.66 0.94 4984.88 0 08:08 0.94 856 JUNCTION 1.40 1.92 4983.97 0 08:09 1.92 857 JUNCTION 1.73 2.22 4984.27 0 08:30 2.22 940 JUNCTION 2.14 6.39 5021.84 0 09:07 6.39 941 JUNCTION 0.36 3.95 5012.35 0 09:06 3.95 942 JUNCTION 2.43 7.60 5017.05 0 09:14 7.60 7240 JUNCTION 0.75 0.80 5023.80 3 15:29 0.80 7244 JUNCTION 0.08 3.19 5058.58 0 07:22 3.19 7251 JUNCTION 0.13 3.69 5086.66 0 07:11 3.69 7430 JUNCTION 0.13 1.62 4994.52 0 07:26 1.62 7431 JUNCTION 2.20 4.82 4996.76 0 09:31 4.82 7432 JUNCTION 0.00 0.00 4993.90 0 00:00 0.00 7435 JUNCTION 0.14 2.58 5030.85 0 08:42 2.58 7436 JUNCTION 0.00 0.00 5025.81 0 00:00 0.00 7437 JUNCTION 1.63 3.25 5027.64 0 08:31 3.25 7441 JUNCTION 0.47 0.62 5060.49 0 08:25 0.62 7446 JUNCTION 0.20 1.03 5070.05 0 09:11 1.03 7456 JUNCTION 1.56 2.26 5110.17 0 07:52 2.26 POND_E_IN JUNCTION 0.00 0.01 4996.01 0 06:51 0.01 417 OUTFALL 0.00 0.00 4980.32 0 00:00 0.00 421 OUTFALL 0.00 0.00 4990.00 0 00:00 0.00 443 OUTFALL 0.02 0.89 5073.16 0 06:41 0.89 900 OUTFALL 0.00 0.00 4987.00 0 00:00 0.00 901 OUTFALL 0.80 1.17 4975.19 0 08:10 1.17 902 OUTFALL 0.00 0.00 4973.21 0 00:00 0.00 903 OUTFALL 0.00 0.00 4977.40 0 00:00 0.00 904 OUTFALL 0.00 0.00 4973.14 0 00:00 0.00 907 OUTFALL 0.00 0.00 4972.52 0 00:00 0.00 424 STORAGE 0.59 7.47 5017.47 0 07:17 7.47 425 STORAGE 0.42 4.50 4983.50 0 09:56 4.50 426 STORAGE 6.67 8.46 4989.46 0 19:55 8.46 427 STORAGE 2.85 5.69 4994.91 0 22:09 5.69 430 STORAGE 1.39 4.74 4997.64 0 07:22 4.74 432 STORAGE 4.49 4.95 4998.85 2 04:46 4.95 433 STORAGE 4.47 7.32 5006.32 0 08:29 7.32 437 STORAGE 3.09 3.96 5028.66 0 08:06 3.96 438 STORAGE 4.79 5.00 5032.50 0 07:51 5.00 440 STORAGE 5.63 8.44 5033.44 0 08:21 8.44 441 STORAGE 5.00 8.44 5070.20 0 08:16 8.44 446 STORAGE 0.80 5.91 5075.91 0 09:10 5.91 A2 STORAGE 0.72 5.89 5005.58 0 07:06 5.89 D STORAGE 0.40 2.13 5002.13 0 08:40 2.13 E STORAGE 0.00 0.00 4996.00 0 00:00 0.00 F STORAGE 1.80 7.08 5000.58 0 09:29 7.08 G2 STORAGE 0.90 6.28 4996.26 0 08:23 6.28 Storage_18 STORAGE 1.00 5.88 4997.88 0 08:28 5.88 Storage_20_1 STORAGE 2.82 23.40 5006.40 0 08:12 23.40 Storage_20_2 STORAGE 0.09 1.22 5003.22 0 07:28 1.22 Storage_20_3 STORAGE 5.59 6.75 5015.75 0 06:55 6.75 Storeage_19 STORAGE 1.28 4.78 4988.78 0 08:21 4.78 E_Park STORAGE 5.62 8.46 5004.46 0 10:12 8.46 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent ------------------------------------------------------------------------------------------------- 7 JUNCTION 250.00 250.00 0 00:00 646 646 0.003 18 JUNCTION 0.00 19.60 0 06:14 0 19.2 10.580 19 JUNCTION 0.00 25.89 0 07:17 0 2.62 0.003 28 JUNCTION 70.95 70.95 0 06:40 1.62 1.62 0.005 31 JUNCTION 309.06 309.06 0 06:40 9.07 9.07 -26.156 32 JUNCTION 0.00 161.44 0 08:21 0 23.1 14.021 37 JUNCTION 147.82 147.82 0 06:40 2.25 2.25 -16.860 38 JUNCTION 469.06 469.06 0 06:40 14.4 14.4 -3.346 42 JUNCTION 69.13 69.13 0 06:40 2.43 2.43 -2.343 43 JUNCTION 185.32 185.32 0 06:40 2.65 2.65 -0.010 45 JUNCTION 64.69 64.69 0 06:40 2.36 2.36 -2.494 46 JUNCTION 410.22 410.22 0 06:40 7.93 7.93 -22.016 50 JUNCTION 210.28 210.28 0 06:40 6.93 6.93 -3.682 51 JUNCTION 443.48 443.48 0 06:45 12.2 12.2 -3.414 427.1 JUNCTION 0.00 10.18 0 08:19 0 7.38 -0.093 427.2 JUNCTION 0.00 8.12 0 08:40 0 3.25 0.137 725 JUNCTION 139.79 695.94 0 09:17 5.32 83.4 -0.119 726 JUNCTION 225.58 237.41 0 06:50 7.39 38.6 -0.566 729 JUNCTION 999.81 999.81 0 06:40 16.8 47.1 -1.548 730 JUNCTION 0.00 321.92 0 09:09 0 30.8 0.472 819 JUNCTION 0.00 180.35 0 08:30 0 228 -0.003 822.1 JUNCTION 89.97 267.25 0 08:05 1.4 370 0.125 822.2 JUNCTION 0.00 245.06 0 08:25 0 365 0.014 826 JUNCTION 45.65 49.61 0 06:40 1.56 14.2 -0.690 828 JUNCTION 0.00 244.16 0 09:22 0 364 0.025 829 JUNCTION 0.00 704.43 0 09:08 0 78.6 0.631 831 JUNCTION 0.00 244.15 0 09:21 0 364 0.024 833.1 JUNCTION 0.00 262.90 0 09:11 0 359 0.316 833.2 JUNCTION 0.00 409.05 0 07:33 0 359 0.057 834 JUNCTION 213.00 1787.66 0 08:31 6.1 497 -0.233 839 JUNCTION 115.30 404.66 0 07:12 1.08 350 0.070 841 JUNCTION 0.00 407.34 0 07:18 0 359 0.193 842 JUNCTION 0.00 1037.71 0 07:33 0 713 0.073 843 JUNCTION 0.00 638.24 0 07:40 0 363 0.005 844 JUNCTION 0.00 391.00 0 07:11 0 349 0.032 845 JUNCTION 0.00 1089.53 0 07:14 0 713 0.278 850 JUNCTION 0.00 664.29 0 07:13 0 691 0.141 855 JUNCTION 0.00 278.04 0 08:07 0 376 0.017 856 JUNCTION 0.00 112.51 0 08:08 0 164 0.071 857 JUNCTION 0.00 165.52 0 08:08 0 212 0.582 940 JUNCTION 0.00 1717.14 0 08:49 0 498 0.202 941 JUNCTION 0.00 314.47 0 09:07 0 28.2 -0.114 942 JUNCTION 0.00 1335.00 0 09:00 0 469 0.023 7240 JUNCTION 0.00 3.00 0 06:21 0 7.25 0.629 7244 JUNCTION 310.16 310.16 0 07:22 12.4 12.4 -1.523 7251 JUNCTION 0.00 423.69 0 07:01 0 12.7 1.343 7430 JUNCTION 0.00 28.74 0 07:22 0 2.59 -2.053 7431 JUNCTION 0.00 1376.55 0 09:06 0 481 -1.101 7432 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal 7435 JUNCTION 415.11 415.11 0 08:39 30.5 30.5 0.623 7436 JUNCTION 1546.86 1546.86 0 08:33 455 455 0.000 7437 JUNCTION 0.00 255.41 0 08:06 0 36 0.897 7441 JUNCTION 0.00 5.29 0 08:16 0 8.83 0.033 7446 JUNCTION 0.00 20.95 0 09:10 0 7.93 0.000 7456 JUNCTION 245.10 495.10 0 07:49 37.8 684 0.068 POND_E_IN JUNCTION 107.61 138.41 0 06:40 3.12 4.75 -0.000 417 OUTFALL 139.52 139.52 0 06:45 2.95 2.95 0.000 421 OUTFALL 62.49 62.49 0 06:40 1.28 1.28 0.000 443 OUTFALL 0.00 151.68 0 06:41 0 2.65 0.000 900 OUTFALL 0.00 62.08 0 07:28 0 3.43 0.000 901 OUTFALL 0.00 112.44 0 08:10 0 164 0.000 902 OUTFALL 0.00 180.35 0 08:30 0 228 0.000 903 OUTFALL 0.00 14.10 0 06:12 0 8.47 0.000 904 OUTFALL 0.00 682.09 0 19:55 0 447 0.000 907 OUTFALL 0.00 478.69 0 09:56 0 83.1 0.000 424 STORAGE 280.13 280.13 0 06:40 2.62 2.62 0.000 425 STORAGE 0.00 696.52 0 09:20 0 83.5 0.109 426 STORAGE 0.00 1383.47 0 09:26 0 524 6.795 427 STORAGE 160.87 163.36 0 06:40 4.14 11.5 0.118 430 STORAGE 231.26 231.26 0 06:40 2.6 2.6 0.053 432 STORAGE 100.40 153.12 0 08:50 3.65 22.7 29.686 433 STORAGE 1299.20 1299.20 0 06:40 14.8 15.9 0.000 437 STORAGE 61.16 369.30 0 07:24 0.893 42 12.211 438 STORAGE 0.00 883.23 0 07:32 0 378 0.462 440 STORAGE 848.72 848.72 0 06:40 8.82 9.42 0.000 441 STORAGE 878.27 878.27 0 06:40 9.41 9.41 0.005 446 STORAGE 0.00 402.77 0 06:57 0 10.2 28.233 A2 STORAGE 90.66 90.66 0 06:40 1.23 1.23 0.001 D STORAGE 173.51 173.51 0 06:40 3.27 3.27 0.003 E STORAGE 0.00 0.00 0 00:00 0 0 0.000 gal F STORAGE 217.66 217.74 0 06:40 4.13 7.38 0.041 G2 STORAGE 52.45 52.45 0 06:40 0.736 0.737 0.010 Storage_18 STORAGE 888.12 888.12 0 06:40 11.9 11.9 -38.166 Storage_20_1 STORAGE 862.13 862.13 0 06:40 8.47 8.47 -0.015 Storage_20_2 STORAGE 84.34 132.26 0 06:53 1.3 3.44 0.024 Storage_20_3 STORAGE 267.98 267.98 0 06:40 3.39 3.39 0.001 Storeage_19 STORAGE 603.74 603.74 0 06:40 7.15 7.15 -0.073 E_Park STORAGE 71.19 209.58 0 06:40 1.27 6.01 0.001 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- 7436 JUNCTION 96.00 0.000 10.000 ********************* Node Flooding Summary ********************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------- Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------- 425 0.23 86.85 0 09:56 0.272 0.000 438 88.14 812.65 0 07:51 305.532 0.000 ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------- 424 14.045 5 0 0 247.337 88 0 07:17 25.89 425 155.870 6 0 0 2703.127 100 0 09:56 478.69 426 6291.925 53 0 0 10533.623 89 0 19:55 682.09 427 207.789 38 0 0 489.622 91 0 22:09 8.10 430 46.944 18 0 0 239.666 89 0 07:22 28.74 432 1955.708 28 0 0 2306.158 33 2 04:46 2.98 433 697.589 33 0 0 2031.901 95 0 08:29 10.00 437 171.859 50 0 0 310.049 90 0 08:06 255.41 438 5683.298 94 0 0 6049.552 100 0 07:51 10.83 440 720.054 55 0 0 1234.715 94 0 08:21 3.00 441 514.346 40 0 0 1226.523 95 0 08:16 5.29 446 34.843 1 0 0 257.615 6 0 09:10 20.95 A2 2.962 2 0 0 71.102 43 0 07:06 21.04 D 69.147 13 0 0 373.223 70 0 08:40 8.12 E 0.000 0 0 0 0.000 0 0 00:00 0.00 F 55.726 10 0 0 293.443 55 0 09:29 10.18 G2 7.716 6 0 0 83.455 66 0 08:23 1.75 Storage_18 171.974 0 0 0 1396.162 0 0 08:28 19.60 Storage_20_1 122.747 3 0 0 1019.490 23 0 08:12 14.10 Storage_20_2 4.970 2 0 0 73.339 29 0 07:28 62.08 Storage_20_3 155.317 43 0 0 215.811 60 0 06:55 91.61 Storeage_19 106.313 2 0 0 850.138 18 0 08:21 11.70 E_Park 333.542 24 0 0 761.529 55 0 10:12 2.98 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- 417 3.05 37.45 139.52 2.950 421 2.92 17.03 62.49 1.284 443 13.39 7.66 151.68 2.646 900 93.29 1.42 62.08 3.434 901 98.72 64.18 112.44 164.015 902 98.71 89.28 180.35 228.205 903 23.29 14.08 14.10 8.469 904 93.27 184.62 682.09 446.542 907 93.34 34.34 478.69 83.121 ----------------------------------------------------------- System 57.77 450.07 922.71 940.664 ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type CFS days hr:min ft/sec Flow Depth ----------------------------------------------------------------------------- 18 CONDUIT 19.60 0 06:54 3.51 0.00 0.05 22 CONDUIT 62.08 0 07:28 1.38 0.05 0.30 23 CONDUIT 255.04 0 00:00 5.94 0.11 0.27 25 CHANNEL 696.52 0 09:20 8.94 0.70 0.75 26 CHANNEL 318.25 0 08:18 1.58 0.07 0.89 26.1 CONDUIT 9.92 0 07:56 0.18 0.00 0.35 26.2 CONDUIT 9.42 0 08:56 0.15 0.00 0.38 28 CHANNEL 41.79 0 06:51 11.27 0.01 0.19 29 CHANNEL 661.59 0 06:54 6.00 0.04 0.36 30 CHANNEL 312.02 0 09:19 3.04 0.03 0.44 31 CHANNEL 319.36 0 07:22 4.95 0.05 0.51 32.1 CHANNEL 131.82 0 08:57 1.44 0.05 0.60 32.2 CHANNEL 161.44 0 08:21 1.37 0.06 0.49 34 CHANNEL 1717.14 0 08:49 3.53 0.31 0.82 37 CONDUIT 135.80 0 06:41 1.84 0.01 0.44 38 CHANNEL 456.14 0 06:50 2.19 0.03 0.55 41 CONDUIT 5.28 0 08:25 6.39 0.21 0.31 42 CONDUIT 62.29 0 06:53 1.15 0.01 0.29 43 CONDUIT 151.68 0 06:41 3.45 0.01 0.19 45 CONDUIT 57.95 0 06:51 0.25 0.00 0.46 46 CHANNEL 402.77 0 06:57 9.35 0.06 0.59 50 CHANNEL 189.60 0 07:08 4.17 0.02 0.41 51 CHANNEL 423.69 0 07:01 5.30 0.23 0.64 70 CONDUIT 112.44 0 08:10 4.34 0.02 0.10 71 CONDUIT 266.34 0 08:07 4.50 0.18 0.31 72.1 CONDUIT 244.93 0 09:22 13.25 0.45 0.62 72.2 CONDUIT 244.17 0 09:23 11.13 0.82 0.56 73.1 CONDUIT 244.16 0 09:22 9.33 0.82 0.64 73.2 CONDUIT 241.39 0 09:21 8.76 0.81 0.67 74.1 CONDUIT 250.00 0 07:17 3.04 0.12 0.41 74.2 CONDUIT 409.05 0 07:33 4.29 0.21 0.39 75 CONDUIT 402.50 0 07:17 4.51 0.06 0.32 76 CONDUIT 391.27 0 07:13 5.92 0.09 0.24 77 CONDUIT 992.44 0 07:34 8.99 0.09 0.22 78 CONDUIT 654.96 0 07:23 7.96 0.09 0.34 79 CONDUIT 495.06 0 07:52 6.69 0.25 0.49 153 CONDUIT 25.88 0 07:18 8.98 0.87 0.86 218 CONDUIT 160.75 0 08:30 1.30 0.03 0.22 227 CHANNEL 32.68 0 07:39 0.74 0.01 0.64 229 CHANNEL 687.53 0 09:18 4.68 0.58 0.89 231 CHANNEL 1317.73 0 09:31 5.60 0.04 0.52 232 CHANNEL 0.00 0 00:00 0.00 0.00 0.25 234 CHANNEL 1333.71 0 09:14 7.28 0.20 0.52 235 CHANNEL 414.40 0 08:42 4.42 0.02 0.28 236 DUMMY 1546.86 0 08:33 237 CHANNEL 209.79 0 08:31 1.84 0.03 0.60 240 CHANNEL 3.00 1 01:08 0.36 0.00 0.40 242 CHANNEL 638.24 0 07:40 23.79 0.02 0.56 244 CONDUIT 317.48 0 07:24 5.67 0.34 0.68 246 CONDUIT 20.95 0 09:11 8.19 0.53 0.76 251 CHANNEL 378.24 0 07:11 4.24 0.09 0.55 730 CHANNEL 31.77 0 07:37 1.79 0.00 0.23 819 DUMMY 180.35 0 08:30 842D CONDUIT 638.24 0 07:40 6.91 0.10 0.37 842L CONDUIT 391.00 0 07:11 6.00 0.05 0.25 855D CONDUIT 165.52 0 08:08 3.21 0.02 0.32 855L CONDUIT 112.51 0 08:08 4.72 0.01 0.10 940D CHANNEL 314.47 0 09:07 9.65 0.01 0.26 940L CHANNEL 1335.00 0 09:00 5.79 0.17 0.58 941 CHANNEL 315.81 0 09:10 7.24 0.04 0.31 POND_E_IN DUMMY 138.39 0 06:40 E_OUT CONDUIT 0.00 0 00:00 0.00 0.00 0.50 E_OUT_Park CONDUIT 2.98 0 15:02 15.17 8.66 1.00 446_OUT ORIFICE 20.95 0 09:10 1.00 G2_OUT ORIFICE 1.75 0 12:37 1.00 427_OUT ORIFICE 8.10 0 22:09 1.00 F_OUT ORIFICE 10.18 0 08:19 1.00 19 WEIR 91.61 0 06:55 0.75 1 DUMMY 14.10 0 06:12 424_OUT DUMMY 25.89 0 07:17 425_OUT DUMMY 478.69 0 09:56 426_OUT DUMMY 682.09 0 19:55 430_OUT DUMMY 28.74 0 07:22 432_OUT DUMMY 0.00 0 00:00 433_OUT DUMMY 10.00 0 06:15 437_OUT DUMMY 255.41 0 08:06 438_Out DUMMY 10.83 0 07:43 440_OUT DUMMY 3.00 0 06:21 441_OUT DUMMY 5.29 0 08:16 9 DUMMY 19.60 0 06:14 A2_OUT DUMMY 21.04 0 07:06 D_OUT DUMMY 8.12 0 08:40 OL1 DUMMY 11.70 0 01:12 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- 18 1.00 0.01 0.05 0.00 0.00 0.93 0.00 0.00 0.00 0.00 22 1.00 0.07 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 25 1.00 0.07 0.00 0.00 0.93 0.01 0.00 0.00 0.01 0.00 26 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.01 0.00 26.1 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.54 0.00 26.2 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.88 0.00 28 1.00 0.07 0.00 0.00 0.00 0.93 0.00 0.00 0.00 0.00 29 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 30 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.42 0.00 31 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.92 0.00 32.1 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.04 0.00 32.2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.19 0.00 34 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.27 0.00 37 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 38 1.00 0.00 0.06 0.00 0.93 0.00 0.00 0.00 0.94 0.00 41 1.00 0.07 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 42 1.00 0.00 0.06 0.00 0.93 0.00 0.00 0.00 0.94 0.00 43 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.00 0.00 45 1.00 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.94 0.00 46 1.00 0.07 0.00 0.00 0.79 0.14 0.00 0.00 0.72 0.00 50 1.00 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.92 0.00 51 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.91 0.00 70 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 71 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 72.1 1.00 0.01 0.00 0.00 0.99 0.01 0.00 0.00 0.01 0.00 72.2 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 73.1 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 73.2 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.02 0.00 74.1 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.94 0.00 74.2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 75 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 76 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 77 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 78 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 79 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 153 1.00 0.01 0.06 0.00 0.92 0.01 0.00 0.00 0.94 0.00 218 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 227 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.05 0.00 229 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.94 0.00 231 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.91 0.00 232 1.00 0.07 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 234 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.63 0.00 235 1.00 0.07 0.01 0.00 0.93 0.00 0.00 0.00 0.93 0.00 237 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.94 0.00 240 1.00 0.01 0.06 0.00 0.93 0.00 0.00 0.00 0.94 0.00 242 1.00 0.00 0.00 0.00 0.95 0.05 0.00 0.00 0.97 0.00 244 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 246 1.00 0.00 0.07 0.00 0.82 0.12 0.00 0.00 0.93 0.00 251 1.00 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.93 0.00 730 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.34 0.00 842D 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 842L 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 855D 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 855L 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 940D 1.00 0.09 0.71 0.00 0.04 0.16 0.00 0.00 0.92 0.00 940L 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.93 0.00 941 1.00 0.07 0.02 0.00 0.91 0.01 0.00 0.00 0.72 0.00 E_OUT 1.00 0.07 0.00 0.00 0.93 0.00 0.00 0.00 0.00 0.00 E_OUT_Park 1.00 0.07 0.00 0.00 0.08 0.00 0.00 0.85 0.00 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 26 0.01 0.01 53.06 0.01 0.01 153 0.01 0.01 89.91 0.01 0.01 229 0.01 0.01 0.48 0.01 0.01 246 0.01 0.01 89.75 0.01 0.01 E_OUT 0.01 0.01 7.94 0.01 0.01 E_OUT_Park 89.61 89.74 89.61 89.76 89.61 Analysis begun on: Tue Nov 29 11:06:52 2022 Analysis ended on: Tue Nov 29 11:06:58 2022 Total elapsed time: 00:00:06 Montava – Phase E Outfall & Detention System November 30, 2022 C-Hydraulic Calculations HY-8 Analysis Results Crossing Summary Table Culvert Crossing: Phase E Culverts Headwater Elevation (ft) Total Discharge (cfs)Culvert 1 Discharge (cfs) Roadway Discharge (cfs) Iterations 4994.92 0.00 0.00 0.00 1 4995.86 2.50 2.50 0.00 1 4996.34 5.00 5.00 0.00 1 4996.85 7.50 7.50 0.00 1 4997.64 10.00 10.00 0.00 1 4998.58 12.50 12.50 0.00 1 4999.67 15.00 15.00 0.00 1 5000.95 17.50 17.50 0.00 1 5002.40 20.00 20.00 0.00 1 5004.03 22.50 22.50 0.00 1 5005.86 25.00 25.00 0.00 1 5005.92 25.08 25.08 0.00 Overtopping PROJECT INFORMATION PROJECT NAME: PROJECT #: POND NAME: DATE: Emergency Overflow Weir Type: 100-Year Weir C = 3.00 Q1 Z = 4 H = 0.50 (ft) Q = 0.8 (cfs) Q2 Z = 12 (ft) L = 152.08 (ft) Where: H = 0.50 (ft) Q = Discharge (cfs) Q = 161.3 (cfs) L = Horizontal Weir Length (ft)Q3 H = Head Above Weir Crest Excluding Velocity Head (ft) Z = 4.0 (ft) C = Broad-Crested Weir Coefficient (2.38-3.32) H1 =0.50 (ft) Z = Slope of the Weir Subsection (1 foot vertical: Z feet horizontal) Q = 0.8 (cfs) QTotal QTotal =163.0 (cfs) Undetained 100-Year Inflow = 163.0 (cfs) 100-Year Depth (H2) =0.50 (ft) Crest Elevation = 4995.59 Top of Pond Elevation = 4996.09 Sloping Broad-Crest Weir Montava - Phase E 19.1354 Pond 427 11/22/22 11/28/2022 8:06 AM Emergency Overflow G:\LOVATO\19.1354-Montava Phase 1a\ENG\DRAINAGE\PHASE E\EXCEL\PONDS\POND 427\Pond 427 Emergency_Spillway.xls POND WQCV 100 YR FLOW REQUIRED FOREBAY VOLUME (1) FOREBAY DEPTH (2) REQUIRED FOREBAY AREA (3) PROVIDED FOREBAY AREA FOREBAY RELEASE RATE (4) WEIR OPENING LENGTH (5) TRICKLE CHANNEL WIDTH *MAX TRICKLE CHANNEL DISCHARG E(6) AC-FT CFS CF IN SF SF CFS FT FT CFS Dandelion Draw Pond 0.92 130.0 1198 18 799 168 2.6 0.73 2 3.90 1) 3.0% OF WQCV WEIGHTED FOR THE AREA TRIBUTARY TO FOREBAY 2) SET FOREBAY DEPTH 3) REQUIRED SURFACE AREA OF FOREBAY BASED ON FOREBAY DEPTH [COLUMN 1 / (COLUMN 2 / 12)] 4) 2.0% OF 100-YEAR FLOW 5) RECTANGULAR WEIR FLOW CALCULATION TO DETERMINE FOREBAY NOTCH OPENING WIDTH 6) SIZE TRICKLE CHANNEL WIDTH SUCH THAT (6)>(5) 7) IN PLANS SIZE FOREBAY DIMENSIONS TO MEET REQUIRED FOREBAY AREA AND DEPTH * DISCHARGE AT MINIMUM LONGITUDINAL SLOPE OF 0.5% FOREBAY RELEASE RATE PERCENT OF 100-YR FLOW 2% FOREBAY VOLUME PERCENT OF WQCV 3% TRICKLE CHANNEL DEPTH (FT)0.5 TRICKLE CHANNEL LONGITUDINAL SLOPE (FT/FT) 0.005 TRICKLE CHANNEL ROUGHNESS 0.013 NUMBER OF CONTRACTIONS 2 WEIR COEFFICIENT 3.33 FOREBAY FOREBAY G1 - POND 427 FOREBAY DESIGN PER TABLE EDB-4 UDFCD VOLUME 3 PROJECT INFORMATION PROJECT NAME:MONTAVA PHASE E PROJECT #:19.1354 POND NAME:POND 427 DATE:11/23/22 Required Water Quality Volume = (ft³) (ac-ft) Water Quality Surface Elevation = Required 5-Year Volume = (ft³) (ac-ft) 5-Year Water Surface Elevation = Required 10-Year Volume = (ft³) (ac-ft) 10-Year Water Surface Elevation = Required 100-Year Volume = (ft³) (ac-ft) 100-Year Water Surface Elevation = Total Pond Volume =688153 (ft³) 15.798 (ac-ft) Incremental Volume= Contour Elevation Contour Area (ft²) Cumulative Volume (ft³) Cumulative Volume (acre-ft) 4989.22 0.0 0 0.00 4989.50 2115.8 197 0.00 4990.00 14812.2 3952 0.09 4990.50 37587.8 16618 0.38 4991.00 57079.2 40116 0.92 4991.50 74961.3 73024 1.68 4992.00 91025.4 114456 2.63 4992.50 105483.2 163539 3.75 4993.00 119132.8 219658 5.04 4993.50 131849.9 282377 6.48 4994.00 143117.9 351100 8.06 4994.50 152546.5 425003 9.76 4995.00 160428.3 503239 11.55 4995.50 165524.7 584724 13.42 4996.00 30786.1 629340 14.45 4996.50 30749.1 644723 14.80 4997.00 24877.6 658604 15.12 4997.50 18656.3 669450 15.37 4998.00 14228.6 677647 15.56 4998.50 7623.0 683024 15.68 4999.00 3704.8 685798 15.74 4999.50 2527.6 687347 15.78 5000.00 847.7 688153 15.80 Volume (ft³) 0 197 3754 1549 807 2774 62719 68723 73904 78235 81485 44616 15384 13881 10846 8196 5378 41432 49083 56119 12666 23498 32909 11/23/2022 8:08 AM Pond_WSEL G:\LOVATO\19.1354-Montava Phase 1a\ENG\DRAINAGE\PHASE E\EXCEL\PONDS\POND 427\Stage_Storage_POND 427.xlsm PROJECT INFORMATION PROJECT NAME: PROJECT #: POND NAME: DATE: Emergency Overflow Weir Type: 100-Year Weir C = 3.00 Q1 Z = 4 H = 0.50 (ft) Q = 0.8 (cfs) Q2 Z = 12 (ft) L = 203.93 (ft) Where: H = 0.50 (ft) Q = Discharge (cfs) Q = 216.3 (cfs) L = Horizontal Weir Length (ft)Q3 H = Head Above Weir Crest Excluding Velocity Head (ft) Z = 4.0 (ft) C = Broad-Crested Weir Coefficient (2.38-3.32) H1 =0.50 (ft) Z = Slope of the Weir Subsection (1 foot vertical: Z feet horizontal) Q = 0.8 (cfs) QTotal QTotal =218.0 (cfs) Undetained 100-Year Inflow = 218.0 (cfs) 100-Year Depth (H2) =0.50 (ft) Crest Elevation = 5001.55 Top of Pond Elevation = 5002.05 Sloping Broad-Crest Weir Montava - Phase E 19.1354 Pond F 11/22/22 11/28/2022 8:06 AM Emergency Overflow G:\LOVATO\19.1354-Montava Phase 1a\ENG\DRAINAGE\PHASE E\EXCEL\PONDS\POND F\Pond F Emergency_Spillway.xls PROJECT INFORMATION PROJECT NAME:MONTAVA PHASE E PROJECT #:19.1354 POND NAME:POND F DATE:11/21/22 Required Water Quality Volume = (ft³) (ac-ft) Water Quality Surface Elevation = Required 5-Year Volume = (ft³) (ac-ft) 5-Year Water Surface Elevation = Required 10-Year Volume = (ft³) (ac-ft) 10-Year Water Surface Elevation = Required 100-Year Volume = (ft³) (ac-ft) 100-Year Water Surface Elevation = Total Pond Volume =443130 (ft³) 10.173 (ac-ft) Incremental Volume= Contour Elevation Contour Area (ft²) Cumulative Volume (ft³) Cumulative Volume (acre-ft) 4991.80 0.0 0 0.00 4992.00 912.4 61 0.00 4992.50 10027.7 2388 0.05 4993.00 17944.3 9286 0.21 4993.50 25707.7 20141 0.46 4994.00 33243.2 34838 0.80 4994.50 39545.0 53013 1.22 4995.00 45162.0 74174 1.70 4995.50 50398.2 98052 2.25 4996.00 54547.0 124281 2.85 4996.50 57686.7 152336 3.50 4997.00 60886.6 181976 4.18 4997.50 64156.7 213233 4.90 4998.00 67503.6 246145 5.65 4998.50 70936.2 280751 6.45 4999.00 74466.6 317098 7.28 4999.50 78112.0 355239 8.16 5000.00 81909.9 395241 9.07 5000.50 28407.7 421667 9.68 5001.00 13092.8 431798 9.91 5001.50 2392.1 435311 9.99 5002.00 35325.1 443130 10.17 Volume (ft³) 0 61 2327 7818 3514 26229 28055 29640 31257 32912 34606 36347 38141 40002 26426 10131 18174 21161 23878 6898 10855 14697 11/21/2022 5:10 PM Pond_WSEL G:\LOVATO\19.1354-Montava Phase 1a\ENG\DRAINAGE\PHASE E\EXCEL\PONDS\POND F\Stage_Storage_POND F_.xlsm Montava Phase E.stsw FlexTable: Conduit Table 11/29/2022 Active Scenario: 2-YR Energy Grade Line (Out) (ft) Energy Grade Line (In) (ft) Hydraulic Grade Line (Out) (ft) Hydraulic Grade Line (In) (ft) Velocity (ft/s) Flow / Capacity (Design) (%) Capacity (Full Flow) (cfs) Flow (cfs) Length (Unified) (ft) Slope (Calculated) (ft/ft) Invert (Stop) (ft) Invert (Start) (ft) Conduit DescriptionStop NodeStart Node 4,989.434,989.584,989.094,989.274.4761.27.524.6029.20.0054,988.274,988.42Circle - 18.0 inMH 2OS POND 427 3 4,984.944,985.554,984.644,985.274.3864.47.154.60122.70.0054,983.974,984.58Ellipse - 1.9 x 1.2 ftO FES POND 427 1MH 2 4,991.624,991.744,991.374,991.494.0254.819.2910.5754.20.0024,990.054,990.17Circle - 30.0 inO FES POND 427 4 INLET POND 427 5 4,992.904,992.994,992.774,992.863.0556.59.315.2664.90.0024,991.634,991.74Circle - 24.0 inMH 7OS POND F 8 4,992.454,992.834,992.154,992.683.0856.09.405.26168.00.0024,991.344,991.63Circle - 24.0 inO FES POND F 6MH 7 4,994.674,994.904,994.064,994.435.4321.1193.4840.87100.60.0024,992.374,992.58Circle - 72.0 inO FES POND F 9MH 10 4,995.034,995.254,994.724,994.865.3621.5190.3040.87143.60.0024,992.584,992.87Circle - 72.0 inMH 10MH 11 4,995.224,995.274,995.174,995.194.1321.465.1713.97155.50.0024,992.874,993.19Circle - 48.0 inMH 11INLET 12 4,996.764,996.804,996.744,996.743.0414.67.511.1039.10.0054,996.024,996.22Circle - 18.0 inINLET 19MH 20 4,996.834,997.014,996.774,996.873.0014.97.401.1052.40.0054,996.224,996.48Circle - 18.0 inMH 20INLET POND D 21 4,995.964,995.974,995.904,995.894.1412.329.953.6815.00.0054,994.914,994.99Circle - 30.0 inINLET 17MH 18 4,996.804,996.844,996.584,996.643.5635.66.882.457.00.0044,995.994,996.02Circle - 18.0 inMH 18INLET 19 4,995.654,995.734,995.594,995.643.2318.230.065.46123.10.0024,994.324,994.57Circle - 36.0 inINLET 15INLET 16 4,995.304,995.474,995.234,995.324.1221.565.0413.97282.90.0024,993.194,993.77Circle - 48.0 inINLET 12INLET 13 4,995.574,995.654,995.494,995.533.5813.864.088.8795.50.0024,994.134,994.32Circle - 48.0 inINLET 14INLET 15 4,995.454,995.544,995.404,995.443.6213.665.098.87175.30.0024,993.774,994.13Circle - 48.0 inINLET 13INLET 14 4,995.254,995.254,995.174,995.166.938.3323.4426.9012.00.0064,992.574,992.64Circle - 72.0 inMH 11MH STUB 11.1 4,995.774,995.964,995.684,995.833.2318.230.075.46167.30.0024,994.574,994.91Circle - 36.0 inINLET 16INLET 17 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw FlexTable: Conduit Table 11/29/2022 Active Scenario: 100-YR Energy Grade Line (Out) (ft) Energy Grade Line (In) (ft) Hydraulic Grade Line (Out) (ft) Hydraulic Grade Line (In) (ft) Velocity (ft/s) Flow / Capacity (Design) (%) Capacity (Full Flow) (cfs) Flow (cfs) Length (Unified) (ft) Slope (Calculated) (ft/ft) Invert (Stop) (ft) Invert (Start) (ft) Conduit DescriptionStop NodeStart Node 4,989.904,990.094,989.384,989.674.60108.17.528.1329.20.0054,988.274,988.42Circle - 18.0 inMH 2OS POND 427 3 4,985.364,986.044,984.894,985.694.63113.87.158.13122.70.0054,983.974,984.58Ellipse - 1.9 x 1.2 ftO FES POND 427 1MH 2 4,993.734,994.344,992.404,993.089.01229.219.2944.2254.20.0024,990.054,990.17Circle - 30.0 inO FES POND 427 4 INLET POND 427 5 4,994.004,994.234,993.714,993.944.30145.19.3113.5164.90.0024,991.634,991.74Circle - 24.0 inMH 7OS POND F 8 4,993.254,993.834,992.664,993.534.30143.89.4013.51168.00.0024,991.344,991.63Circle - 24.0 inO FES POND F 6MH 7 4,998.054,998.384,996.324,997.08∞107.6193.48208.16100.60.0024,992.374,992.58Circle - 72.0 inO FES POND F 9MH 10 4,998.834,999.144,997.864,998.187.36109.4190.30208.16143.60.0024,992.584,992.87Circle - 72.0 inMH 10MH 11 4,999.404,999.754,998.954,999.305.42104.665.1768.16155.50.0024,992.874,993.19Circle - 48.0 inMH 11INLET 12 5,000.985,001.225,000.655,000.894.59108.17.518.1239.10.0054,996.024,996.22Circle - 18.0 inINLET 19MH 20 5,001.415,001.735,001.095,001.404.59109.77.408.1252.40.0054,996.224,996.48Circle - 18.0 inMH 20INLET POND D 21 5,000.195,000.224,999.954,999.983.9564.829.9519.4115.00.0054,994.914,994.99Circle - 30.0 inINLET 17MH 18 5,000.985,001.105,000.105,000.217.53193.46.8813.317.00.0044,995.994,996.02Circle - 18.0 inMH 18INLET 19 5,000.275,000.475,000.065,000.253.7287.430.0626.27123.10.0024,994.324,994.57Circle - 36.0 inINLET 15INLET 16 4,999.495,000.124,999.034,999.675.42104.865.0468.16282.90.0024,993.194,993.77Circle - 48.0 inINLET 12INLET 13 5,000.345,000.435,000.155,000.243.4768.064.0843.5995.50.0024,994.134,994.32Circle - 48.0 inINLET 14INLET 15 5,000.085,000.244,999.905,000.063.4767.065.0943.59175.30.0024,993.774,994.13Circle - 48.0 inINLET 13INLET 14 4,999.334,999.344,998.954,998.964.9543.3323.44140.0012.00.0064,992.574,992.64Circle - 72.0 inMH 11MH STUB 11.1 4,999.795,000.054,999.584,999.843.7287.430.0726.27167.30.0024,994.574,994.91Circle - 36.0 inINLET 16INLET 17 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Scenario: 100-YR 11/29/2022 Active Scenario: 100-YR Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 11/29/2022 StormCAD [10.03.03.44] Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - POND F TO TIMBERLINE (IRR. POND) (Montava Phase E.stsw) 11/29/2022 Active Scenario: 2-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 5,001.00 5,002.00 5,003.00 5,004.00 5,005.00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 Station (ft)Elevation (ft)MH 11 Rim: 5,000.37 ft Invert: 4,992.87 ft MH 10 Rim: 5,002.70 ft Invert: 4,992.58 ft MH 20 Rim: 5,001.39 ft Invert: 4,996.22 ft MH 18 Rim: 5,001.00 ft Invert: 4,994.99 ft INLET 15 Rim: 5,000.06 ft Invert: 4,994.32 ft INLET 13 Rim: 5,000.37 ft Invert: 4,993.77 ft INLET 14 Rim: 5,001.59 ft Invert: 4,994.13 ft INLET 12 Rim: 4,999.03 ft Invert: 4,993.19 ft INLET 16 Rim: 4,999.58 ft Invert: 4,994.57 ft INLET POND D 21 Rim: 4,998.75 ft Invert: 4,996.48 ft INLET 17 Rim: 5,001.23 ft Invert: 4,994.91 ft INLET 19 Rim: 5,001.23 ft Invert: 4,996.02 ft O FES POND F 9 Rim: 4,995.16 ft Invert: 4,992.37 ft PIPE 34: 282.9 ft @ 0.002 ft/ft Circle - 48.0 in PIPE 33: 123.1 ft @ 0.002 ft/ft Circle - 36.0 i n PIPE 32: 7.0 ft @ 0.004 ft/ftCircle - 18.0 in P I P E 3 1 : 1 5 .0 f t @ 0 .0 0 5 ft /f t C i r c l e - 3 0 .0 i n PIPE 27: 39.1 ft @ 0.0 05 ft/ft Circ le - 18.0 in PIPE 24: 1 55.5 ft @ 0.002 ft/ft Circle - 48.0 in PIPE 23: 143.6 ft @ 0.002 ft/ft Circle - 72.0 in PIPE 22: 100.6 ft @ 0.002 ft/ft Circ le - 72.0 in PIPE 36: 175.3 ft @ 0.002 ft/ft Circle - 48.0 in PIPE 35: 95.5 f t @ 0.002 ft/ft Circle - 48.0 in PIP E 28: 52.4 ft @ 0.005 ft/ft Circ le - 1 8.0 in PIPE 38: 167.3 ft @ 0.002 ft/ft Circle - 36.0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - MONTAVA DRIVE (SWALE) TO POND F (Montava Phase E.stsw) 11/29/2022 Active Scenario: 2-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 5,001.00 5,002.00 5,003.00 5,004.00 5,005.00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 Station (ft)Elevation (ft)MH 7 Rim: 5,001.18 ft Invert: 4,991.63 ft OS POND F 8 Rim: 4,994.12 ft Invert: 4,991.74 ft O FES POND F 6 Rim: 4,993.44 ft Invert: 4,991.34 ft PIPE 20: 168 .0 ft @ 0.002 ft /f t Circl e - 2 4.0 in PIPE 19: 64.9 ft @ 0.002 ft/ft Circl e - 24 .0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - POND 427 TO SWALE (Montava Phase E.stsw) 11/29/2022 Active Scenario: 2-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 -0+50 0+00 0+50 1+00 Station (ft)Elevation (ft)INLET POND 427 5 Rim: 4,993.29 ft Invert: 4,990.17 ft O FES POND 427 4 Rim: 4,992.63 ft Invert: 4,990.05 ft P I P E 1 8: 5 4 .2 f t @ 0 .0 0 2 f t /f t C ir c le - 3 0 .0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - MOUNTAIN VISTA (SWALE) TO POND 427 (Montava Phase E.stsw) 11/29/2022 Active Scenario: 2-YR 4,980.00 4,981.00 4,982.00 4,983.00 4,984.00 4,985.00 4,986.00 4,987.00 4,988.00 4,989.00 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 -0+50 0+00 0+50 1+00 1+50 2+00 Station (ft)Elevation (ft)MH 2 Rim: 4,995.61 ft Invert: 4,984.58 ft OS POND 427 3 Rim: 4,991.43 ft Invert: 4,988.42 ft O FES POND 427 1 Rim: 4,986.54 ft Invert: 4,983.97 ft P I P E 1 7 : 1 2 2 .7 f t @ 0 .0 0 5 f t /f t E l l i p s e - 1 .9 x 1 .2 f t P I P E 1 6 : 2 9 .2 f t @ 0 .0 0 5 f t /f t C i r c l e - 1 8 .0 i n Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - MH 11 STUB (TO PHASE D) (Montava Phase E.stsw) 11/29/2022 Active Scenario: 2-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 5,001.00 5,002.00 5,003.00 5,004.00 5,005.00 -0+50 0+00 0+50 Station (ft)Elevation (ft)MH STUB 11.1 Rim: 5,002.27 ft Invert: 4,992.64 ft MH 11 Rim: 5,000.37 ft Invert: 4,992.87 ft P I P E 3 7 : 1 2 .0 f t @ 0 .0 0 6 f t /f t C i r c l e - 7 2 .0 i n Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - POND F TO TIMBERLINE (IRR. POND) (Montava Phase E.stsw) 11/29/2022 Active Scenario: 100-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 5,001.00 5,002.00 5,003.00 5,004.00 5,005.00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 Station (ft)Elevation (ft)MH 11 Rim: 5,000.37 ft Invert: 4,992.87 ft MH 10 Rim: 5,002.70 ft Invert: 4,992.58 ft MH 20 Rim: 5,001.39 ft Invert: 4,996.22 ft MH 18 Rim: 5,001.00 ft Invert: 4,994.99 ft INLET 15 Rim: 5,000.06 ft Invert: 4,994.32 ft INLET 13 Rim: 5,000.37 ft Invert: 4,993.77 ft INLET 14 Rim: 5,001.59 ft Invert: 4,994.13 ft INLET 12 Rim: 4,999.03 ft Invert: 4,993.19 ft INLET 16 Rim: 4,999.58 ft Invert: 4,994.57 ft INLET POND D 21 Rim: 4,998.75 ft Invert: 4,996.48 ft INLET 17 Rim: 5,001.23 ft Invert: 4,994.91 ft INLET 19 Rim: 5,001.23 ft Invert: 4,996.02 ft O FES POND F 9 Rim: 4,995.16 ft Invert: 4,992.37 ft PIPE 34: 282.9 ft @ 0.002 ft/ft Circle - 48.0 in PIPE 33: 123.1 ft @ 0.002 ft/ft Circle - 36.0 i n PIPE 32: 7.0 ft @ 0.004 ft/ftCircle - 18.0 in P I P E 3 1 : 1 5 .0 f t @ 0 .0 0 5 ft /f t C i r c l e - 3 0 .0 i n PIPE 27: 39.1 ft @ 0.0 05 ft/ft Circ le - 18.0 in PIPE 24: 1 55.5 ft @ 0.002 ft/ft Circle - 48.0 in PIPE 23: 143.6 ft @ 0.002 ft/ft Circle - 72.0 in PIPE 22: 100.6 ft @ 0.002 ft/ft Circ le - 72.0 in PIPE 36: 175.3 ft @ 0.002 ft/ft Circle - 48.0 in PIPE 35: 95.5 f t @ 0.002 ft/ft Circle - 48.0 in PIP E 28: 52.4 ft @ 0.005 ft/ft Circ le - 1 8.0 in PIPE 38: 167.3 ft @ 0.002 ft/ft Circle - 36.0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - MONTAVA DRIVE (SWALE) TO POND F (Montava Phase E.stsw) 11/29/2022 Active Scenario: 100-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 5,001.00 5,002.00 5,003.00 5,004.00 5,005.00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 Station (ft)Elevation (ft)MH 7 Rim: 5,001.18 ft Invert: 4,991.63 ft OS POND F 8 Rim: 4,994.12 ft Invert: 4,991.74 ft O FES POND F 6 Rim: 4,993.44 ft Invert: 4,991.34 ft PIPE 20: 168 .0 ft @ 0.002 ft /f t Circl e - 2 4.0 in PIPE 19: 64.9 ft @ 0.002 ft/ft Circl e - 24 .0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - POND 427 TO SWALE (Montava Phase E.stsw) 11/29/2022 Active Scenario: 100-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 -0+50 0+00 0+50 1+00 Station (ft)Elevation (ft)INLET POND 427 5 Rim: 4,993.29 ft Invert: 4,990.17 ft O FES POND 427 4 Rim: 4,992.63 ft Invert: 4,990.05 ft P I P E 1 8: 5 4 .2 f t @ 0 .0 0 2 f t /f t C ir c le - 3 0 .0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - MOUNTAIN VISTA (SWALE) TO POND 427 (Montava Phase E.stsw) 11/29/2022 Active Scenario: 100-YR 4,980.00 4,981.00 4,982.00 4,983.00 4,984.00 4,985.00 4,986.00 4,987.00 4,988.00 4,989.00 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 -0+50 0+00 0+50 1+00 1+50 2+00 Station (ft)Elevation (ft)MH 2 Rim: 4,995.61 ft Invert: 4,984.58 ft OS POND 427 3 Rim: 4,991.43 ft Invert: 4,988.42 ft O FES POND 427 1 Rim: 4,986.54 ft Invert: 4,983.97 ft P I P E 1 7 : 1 2 2 .7 f t @ 0 .0 0 5 f t /f t E l l i p s e - 1 .9 x 1 .2 f t P I P E 1 6 : 2 9 .2 f t @ 0 .0 0 5 f t /f t C i r c l e - 1 8 .0 i n Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava Phase E.stsw Profile Report Engineering Profile - MH 11 STUB (TO PHASE D) (Montava Phase E.stsw) 11/29/2022 Active Scenario: 100-YR 4,990.00 4,991.00 4,992.00 4,993.00 4,994.00 4,995.00 4,996.00 4,997.00 4,998.00 4,999.00 5,000.00 5,001.00 5,002.00 5,003.00 5,004.00 5,005.00 -0+50 0+00 0+50 Station (ft)Elevation (ft)MH STUB 11.1 Rim: 5,002.27 ft Invert: 4,992.64 ft MH 11 Rim: 5,000.37 ft Invert: 4,992.87 ft P I P E 3 7 : 1 2 .0 f t @ 0 .0 0 6 f t /f t C i r c l e - 7 2 .0 i n Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166611/29/2022 StormCAD [10.03.03.44]Bentley Systems, Inc. Haestad Methods Solution CenterMontava Phase E.stsw Montava – Phase E Outfall & Detention System November 30, 2022 D-Drainage Plans 907904438POND A2426424430436435437POND D425432427MAPLE HILLSUBDIVISIONSTORYBOOKSUBDIVISIONSODFARMANHEUSERBUSCHWATERGLENSUBDIVISIONTRAIL HEADSUBDIVISIONL&W CANALNO. 8 DITCH L&W CANALN. GIDDINGS RD. C&S RAILROAD I-25 RICHARDS LAKE RD. (CR 52)MOUNTAIN VISTA DR. (CR 50)24274.274.1 7773.2 36 3523529 229 25 7572.2 2632.1941234 231 3423722723226.126.232730 303132833.17435729743172584189137822.19419428349407438726826833.2842829730831828822.272.1 POND G273.1 POND EPOND F14.0MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 12499 WEST COLFAX AVENUE, LAKEWOOD, COLORADO 80215 303.431.6100 MARTINMARTIN.COM NOT FOR CONSTRUCTION MONTAVA PHASE E STORMWATER INFRASTRUCTURE PLANS COOPER SLOUGH INTERIM DRAINAGE PLAN 15.0MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 12499 WEST COLFAX AVENUE, LAKEWOOD, COLORADO 80215 303.431.6100 MARTINMARTIN.COM NOT FOR CONSTRUCTION MONTAVA PHASE E STORMWATER INFRASTRUCTURE PLANS COOPER SLOUGH INTERIM DRAINAGE PLANPOND SUMMARYSWMMELEMENTEX. Q100 IN(CFS)INT. Q100 IN(CFS)EX. Q100OUT (CFS)INT. Q100OUT (CFS)EX. VOL.(AC-FT)INT. VOL.(AC-FT)424128028026266642516976974794796262426113841383681678242242427113712181677.24281236N/A60N/A17N/A4301231231292966432125615833245343713693692562557743819048831111139139A22N/A84N/A23N/A1.4D2N/A174N/A8N/A9E2N/A210N/A3N/A17.5F2N/A218N/A10N/A6.7G22N/A52N/A2N/A1.9BASIN SUMMARYBASIN IDAREA (AC)% IMPQ100 (CFS)17525140243445280251295140261555226288210108292692910003034492313118573093212061003412992133735231483829154692003454620115561A1155966A2146983D4460174E157171F_E216076F_D3560141G13480130G1_EX40531G288052CONVEYANCE SUMMARYSWMMELEMENTEX. Q100(CFS)INT. Q100(CFS)2410N/A24of13N/A256976972631832926.1N/A326.2N/A928N/A4229662662303123123131931932.125613132.22561623417181717371361363845645672.144824572.244824573.140024573.240024074.140325074.24034097540140376391391771001992227324122811N/A229688688231131813172320023413341334235414414236154715472372112102426506382443173177303232828D12N/A828L448N/A842D650638842L391391940D315314940L13351335941316316DESIGN POINT SUMMARYSWMMELEMENTEX. Q100(CFS)INT. Q100(CFS)3130930932300162371481483846946972352N/A725696696726237241727139N/A72910001000730322322822.1448267822.24482458264956828448245829705704831460245833.1416263833.2416409834178817888394034058414064078421047103884365063884439139190468167890747947994017181717941315314942133513357430292974311377137774354154157436154715477437256255