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HomeMy WebLinkAboutTechnical Report 4 - SWQMPApproved By: City of Chula Vista Date: (print Name & Sign) Otay Ranch Village 7, R-3, R-4 & R-8 TM 644-241-06, 07,08 & 644-241-10 TM 23-0001 N/A Alisa S. Vialpando 47945 Baldwin & Sons LLC & Otay Project, L.P. 20 Corporate Plaza Dr. Newport Beach, CA 92660 (949) 640-8300 Hunsaker & Associates, San Diego Inc. 9707 Waples Street San Diego, CA 92121 (858) 558-4500 07/25/2024 Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 07/25/2024 Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-8 & R-4 TM 23-0001 47945 12/31/23 Alisa S. Vialpando Hunsaker & Associates, San Diego Inc. Otay Ranch Village 7, R-3, R-4, & R-8 04/07/2023 07/25/2024 Addressed plan check comments Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 La Media Road and Santa Luna Street 745,217 Twenty nine (29) multi-family residential buildings, recreational and open space areas, associated roads, driveways, and sidewalks. One DG access road to the Vortac site 374,952 (858) 558-4500 TM 23-0001 644-241-06,07,08 & 644-241-10 818,811 Otay Ranch Village 7, R-3, R-4, & R-8 07/25/2024 AVialpando@HunsakerSD.com NOT APPLICABLE Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Please note that the no impervious area proposed per this permit . R-8 is to be mass graded with R-4 currently mass graded. Water quality, hydromodification, and minimum retention requirements for R-8 and R-4 do not have to be met within this SWQMP. However, the mass graded pads will be assumed to have 78% imperiousness so structural BMPs can be sized. Additional SWQMPs will be submitted to show compliance with this assumption and to cover minimum retention requirements. Imperiousness per this SWQMP: 7,432 SFT. Assumed imperiousness for R-8 and R-4: 367,520 SFT This area includes all three lots (R-3, R-4, and R-8) Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4 & R-8 North and South from intersection of La Media Road and Santa Luna Street 644-241-07, 644-241-08 & 644-241-10 TM 23-0001 18.80 818,811 17.05 745,217 8.61 374,952 8.44 370,265 49 Otay Ranch Village 7, R-3, R-4, & R-8 Lot R-8 is a vacant space with an asphalt access road through the site while lot R-4 is mass graded with a desilt basin on-site. R-3 is a slope with a portion of a mass graded pad. There's an existing asphalt access road. Almost 50% of the proposed area to be disturbed presents a vegetative cover, the other half is a non-vegetative pervious area Otay Ranch Village 7, R-3, R-4, & R-8 Lot R-8 is a 12.60-acre site that is currently vacant and composed of slopes, brow ditches, and an asphalt road that crosses the site and provides access to Vortac site from La Media Road. In existing conditions, runoff from R-8 site sheet-flows westerly and northwesterly towards La Media Road where is intercepted by brow ditches that slopes northwesterly to direct the flows to catch basins and storm drain system that discharges into the existing detention basin at node 850, immediately north of the project site. The existing graded slopes, brow ditches, road and storm drain were constructed per the Rough Grading Plans for Otay Ranch Village 7 (DWG 05017), prepared by Hunsaker and Associates, San Diego Inc. and dated 09-29-2005. The 50-year and 100-year storm events for the existing detention basin and storm drain were calculated in the Rough Grading Hydrology Study for Otay Ranch Village 7, prepared by Hunsaker and Associates, San Diego Inc. and dated 07-19-2005. The mentioned study and plans were used as the existing conditions for R-8 in this report. Lot R-4 is approximately 3.11 acres that has been mass graded as part of the Otay Ranch Village 8 West Mass Grading Plan DWG. 14011-07 prepared by hale Engineering and dated 11/13/2023. Runoff from the site sheet flows southwesterly to be captured and routed via brow ditches and swales to the existing sediment basin at the southwest corner of the lot, where sediment control is provided. The discharge from the sediment basin is routed through a 30” CMP riser to the existing 18” storm drain pipe before tying into the exiting 60” pipe along La Media Road that ultimately discharges into the existing Village 8 West Wolf Canyon basin. Lot R-3 is approximately 3.08 acres and consists of a slope and a portion of a mass-graded pad, which was graded as part of the Rough Grading Plans for Otay Ranch Village 7, DWG 05017. The site includes a vegetated slope adjacent to Magdalena Avenue, which slopes away from the street. The slope's runoff is directed to the pad either through brow ditches or surface flow. The flows from both the slope and the pad drain westerly, where they are captured and routed by the existing brow ditches. These flows then converge with runoff from the Vortac site, eventually discharging into the existing headwall at node 893. The project will be developed to be multi-family housing for both lots R-8 and R-4. The sites will include recreational areas, open space, roads, sidewalks, and underground utilities. Lot R-3 will remain in its current condition and no grading or improvement will occur under this permit. Otay Ranch Village 7 Neighborhood R-3 has been added to Tentative Map CVT 23-0001 in order to transfer residential units to this neighborhood for a future development. Any future development will need to process entitlements for a site plan and preliminary grading plan. The future site plan and preliminary grading plan will include a drainage report and SWQMP to comply with City requirements. Future development will not be required to process a tentative map. Imperiousness features include roofs from the attached buildings, sidewalks, and roads. Landscape areas and slopes. The project will create a triangular 7.97-acre pad draining southerly towards the intersection of La Media Road and Santa Luna Street for lot R-8. There will not be grading activities for lot R-4 under this permit. An access road will be provided for the Vortac site off Magdalena Avenue; grading will include ditches around the road, the road itself, slopes, and a biofiltration basin. Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 The Otay Ranch Village 7 R-8 site will be mass graded with 1.5% slope developed with 21 multi- family buildings, recreational area, landscaped area, associated parking areas, sidewalks and roads. This development will involve the removal of the road providing access to the Vortac Site off La Media Road. A new access road is being proposed as part of this project east of R-8 and connecting to Magdalena Avenue. This area is tributary to the basin within Village 8 West but it’s imperviousness was not accounted for. A flow-based proprietary biofiltration unit will be proposed adjacent to the road to meet water quality requirements. The road will be super elevated to the south and will include cuts to allow runoff generated from the road to disperse in the landscape adjacent to the road. The use of dispersion areas will help meet minimum retention for this segment of the project. Runoff from developed conditions of the project site will be captured via inlets, catch basins, area drains and will be routed by a proposed storm drain to the proprietary biofiltration BMPs located immediately north of the project site's entrance to address water quality requirements and routed again to the existing detention basin located immediately north of the project site to address hydromodification and detention requirements. Lot R-4 will also consist of multu-family buildings with associated open space areas, roads, and sidewalks. The run-off from the project will be conveyed on the streets to a low-point at the site’s entrance. Storm water generated on-site will leave in a 18” pipe and tie into the exisiting 60” pipe that runs on La Media Road. The drainage report for Village 8 West assumes a runoff coefficient of 0.78 which is consistent with the assumed imperviousness in this report. Therefore no increase in runoff is expected from this site. However, the approved SWQMP assumes the lot to be open space and pervious. Due to the increase in imperviousness, a MWS unit will be proposed downstream of the inlets to provide water quality measures associated with the development. The SWMM model prepared to address the imperviousness of the access road mentioned above will also include this lot as part of the analysis. Lot R-3 will remain in its current condition and no grading or improvement will occur under this permit. Otay Ranch Village 7, R-3, R-4, & R-8 The development will consist of multi-family residential units. The BMPs above reflect the proposed source control BMPs which are typically applicable to this type of development. The site will include inlet stenciling for public awareness of pollution concerns related to street pollutants. The use of pesticides for landscape use will be discouraged and designated refuse areas (where applicable) will be protected from stormwater. Not applicable since the MWS units are designed as proprietary biofiltration The runoff from the project has two POCs that discharge into the wolf canyon at different location and ultimately flow into the San Diego Bay. POC 1 is an existing detention basin that outlets into the Wolf canyon through a riser structure and underground storm drain. POC 2 is an existing clean out on La Media Road where the flows of Village 7 and R-4 commingle before entering the Village 8 West development. The storm water continues downstream in an existing 60" RCP pipe and eventually discharge into an existing biofiltration/hydromodification basin in Village 8 West. Similarly, the flows go through a riser and into underground storm drain that discharges into the Wolf Canyon. San Diego Bay PCBs, Mercuty, and PAHs Bacteria Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Point of compliance 1 (POC 1) is located northwest of R-8 and downstream of the existing Village 7 detention basin. Lot R-8 discharges into the existing detention basin and converges with other flows from the northern residential areas as well as runoff from La Media Road. An existing riser structure controls the peak flows and helps mitigate for the Village 7 existing development. The riser will be modified so that the impact of R-8 can also be mitigated for hydromodification and detention. Point of compliance 2 (POC 2) is being analyzed at the cleanout where the flows from Village 7 commingle with the runoff from lot R-4. This storm drain cleanout is tributary to a portion of the Olympian High school, as well as public roads, the Vortac site, lot R-3, and the access road proposed at Magdalena Avenue. Please see page 7 for additional information. Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4, & R-8 Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Project Name.: _______________________________________________________ Otay Ranch Village 7, R-3, R-4, & R-8 There are no impervious surfaces proposed under this permit. The access road will be decomposed granite or equivalent semi-pervious surface and will be considered a self retaining DMA.Impervious area dispersion will be incorporated into the site design by proposing roof downspouts that drain into adjacent landscaped areas. The typical locations of these downspouts will be shown on the DMA Exhibit. Project Name/Address/N ______________________________________________ Otay Ranch Village 7, R-3, R-4, & R-8 Treatment of onsite stormwater will be treated via the proposed proprietary biofiltration MWS units. This site design is not feasible for this project. Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 This site will include three Proprietary biofiltration MWS units at the downstream portion of the R-8, R-4, and the access road which will act to address pollution control. Two MWS units are sized and will be proposed as a flow-based units downstream R-8. R-4 will have a single MWS unit downstream of the site and of an underground storage unit. These BMPs are designed to address pollution and hydromodification control. Finally, there will be one flow-based Filterra located adjacent to the access road off Magdalena Avenue. In selection of the biofiltration BMP, the following steps were taken as presented in Section 5.1 of the BMP Design Manual. 1. Delineate the DMAs and identify the self-mitigating (5.2.1) and De minimis areas (per 5.2.2). 2. Estimated DCV for each remaining area using worksheet B.2.1 . 3. Harvest considered not feasible per Harvest and use feasibility checklist Form I-7 . 4. Infiltration considered not feasible per infiltration feasibility checklist FormC-4-1 . 5. Computed sizing requirements. 6. Design BMP for DCV per design criteria and considerations listed in the fact sheets. 7. Provide minimum retention requirements using the MWS units capabilities as well as dispersion areas with amended soils. Flow-based Proprietary Biofiltration Otay Ranch Village 7, R-3, R-4, & R-8 BF-3-1 N/A Alisa S. Vialpando , PE # 47945 Hunsaker & Associates SD, Inc. 9707 Waples St, San Diego,CA 92121 (858) 558-4500 Baldwin & Son LLC Baldwin & Son LLC Rent and fees to the Homeowners Association (HOA) Otay Ranch Village 7, R-3, R-4, & R-8 BF-3-1 N/A * 85th percentile 24-hr storm depth from iso map Figure B.1.1 is d =0.56 in *The area drains to the biofiltration Proprietary MWS unit is delineated A= 347,130 sf * Total impervious area is 270,761 sf, and pervious area is 76,369 sf *The weighted area runoff factor is calculated as a composite coefficient made of the different runoff factor for the surfaces of the DMA area per equation C ={( 0.9 * Impervious surfaces )+ (0.1 * pervious areas)} / (total area) C = {(0.9*347,130)+(0.1*76,369)}/ (645559)= 0.72 * Calculate DCV = 3630 x C x d x A = 3630 x 0.72 x 0.53 x (347,130/43560)= 11,100 cft 1.5 DCV = 16,650 cft *Water Quality Flow Rate = AF x (C x i x A) x 1.5 Q = 1(0.72 x 0.2 x 7.97) x 1.5 = 1.731 cfs *2-8 x 24 MWS w/treatment capacity of 0.870 will be proposed. 4 Flow-based Proprietary Biofiltration Otay Ranch Village 7, R-3, R-4, & R-8 BF-3-2 N/A Alisa S. Vialpando , PE # 47945 Hunsaker & Associates SD, Inc. 9707 Waples St, San Diego,CA 92121 (858) 558-4500 Otay Project, L.P. Otay Project, L.P. Rent and fees to the Homeowners Association (HOA) . Otay Ranch Village 7, R-3, R-4, & R-8 BF-3-2 N/A * 85th percentile 24-hr storm depth from iso map Figure B.1.1 is d =0.56 in *The area drains to the biofiltration Proprietary MWS unit is delineated A= 124,050 sf * Total impervious area is 96,759 sf, and pervious area is 27,291 sf *The weighted area runoff factor is calculated as a composite coefficient made of the different runoff factor for the surfaces of the DMA area per equation C ={( 0.9 * Impervious surfaces )+ (0.1 * pervious areas)} / (total area) C = {(0.9*96,759)+(0.1*27,291)}/ (124,050)= 0.72 * Calculate DCV = 3630 x C x d x A = 3630 x 0.72 x 0.53 x (124,050/43560)= 3,967 cft 1.5 DCV = 5,950 cft *Water Quality Flow Rate = AF x (C x i x A) x 1.5 Q = 1(0.72 x 0.2 x 2.85) x 1.5 = 0.619 cfs *1-8 x 24 MWS w/treatment capacity of 0.693 will be proposed. Otay Ranch Village 7, R-3, R-4, & R-8 HMP-1 N/A/ Alisa S. Vialpando , PE # 47945 Hunsaker & Associates SD, Inc. 9707 Waples St, San Diego,CA 92121 (858) 558-4500 Otay Project, L.P. Otay Project, L.P. Rent and fees to the Homeowners Association (HOA) Otay Ranch Village 7, R-3, R-4, & R-8 HMP-1 N/A/ Determine the required HMP volume using the BMP Sizing spread sheet V.3.1. SWMM was then used to properly sized an outflow structure, determine the height and the size of the unit. Please see HMP report on attachment 2. Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 ATTACHMENT 1a DMA EXHIBIT LA MEDIA ROAD SANTA LU NA STREET LOT A OPEN SPACE EXISTING DETENTION BASIN PER C.V.V. DWG. NO. 05017-15 FLEISHBEIN STREET KINCAID AVE DMA 1 SM-2 SM-1 DMA 2 BF-3-1 (MWS) BF-3-2 (MWS)HMP-1 STORAGE FACILITY SEE SHEET 01 OF 2 1 PREPARED BY: HUNSAKER& ASSOCIATES CITY OF CHULA VISTA, CALIFORNIA VILLAGE 7, R-3, R-4, & R-8 DMA MAP LEGEND: PROJECT BOUNDARY........................................................................................... DMA BOUNDARY.................................................................................................... DAYLIGHT............................................................................................................... PROPOSED STORM DRAIN.................................................................................. EXISTING STORM DRAIN...................................................................................... SUBAREA ACREAGE............................................................................................. DMA ICON............................................................................................................... R-8 (78% IMPERVIOUSNESS)............................................................................... R-4 (78% IMPERVIOUSNESS)................................................................................ IMPERVIOUS - ROAD............................................................................................. PERVIOUS - BIOFILTRATION BASIN.................................................................... PERVIOUS AREAS................................................................................................. SELF MITIGATING.................................................................................................. INLET...................................................................................................................... HYDROLOGIC SOIL TYPE..................................................................................... POINT OF COMPLIANCE....................................................................................... STRUCTURAL BMP\ MWS UNIT............................................................................ SYMBOL: DMA 1 SITE DESIGN BMPs: SD-1 MAINTAIN NATURAL HYDROLOGIC FEATURES SD-2 CONSERVE NATURAL AREAS, SOILS, VEGETATION SD-3 MINIMIZE IMPERVIOUS AREAS (FOR FUTURE PHASES) SD-4 MINIMIZE SOIL COMPACTION (FOR FUTURE PHASES) SD-5 IMPERVIOUS AREA DISPERSION SD-7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES (FOR FUTURE PHASES) SOURCE CONTROL BMPs: SC-1 PREVENTION OF ILLICIT DISCHARGES TO MS4 SC-2 STORM DRAIN STENCILING OR SIGNAGE (FOR FUTURE PHASES) SC-6 ADDITIONAL BMPS BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS SC-6A ON-SITE STORM DRAIN INLETS (FOR FUTURE PHASES) SC-6D NEED FOR FUTURE INDOOR & STRUCTURAL PEST CONTROL (FOR FUTURE PHASES) SC-6E LANDSCAPE/OUTDOOR PESTICIDE USE (FOR FUTURE PHASES) SC-6F POOLS, SPAS, PONDS, FOUNTAINS, AND OTHER WATER FEATURES (FOR FUTURE PHASES) SC-6O FIRE SPRINKLER TEST WATER (FOR FUTURE PHASES) SC-6P MISCELLANEOUS DRAIN OR WASH WATER (FOR FUTURE PHASES) SC-6Q PLAZAS, SIDEWALKS, AND PARKING LOTS (FOR FUTURE PHASES) UNDERLYING SOIL GROUP : C & D APPROXIMATE DEPTH TO GROUNDWATER > 20' NO CRITICAL COARSE AREAS REQUIRE PRESERVATION ATTACHMENT 1b TABULAR SUMMARY OF DMAs Project Name: _____________________________________________________ Tabular Summary of DMAs Worksheet B-1 DMA Unique Identifier Area (acres) Impervious Area (acres) % Imp HSG Area Weighted Runoff Coefficient DCV (Cubic feet) Treated by (BMP ID) Pollutant Control Type Drains to (POC ID) Summary of DMA Information (Must match Project description and SWQMP narrative) No. of DMAs Total DMA Area (acres) Total Impervious Area (acres) % Impervious Area Weighted Runoff Coefficient DCV (Cubic feet) Total Area Treated (acres) No. of POCs Otay Ranch Village 7, R-3, R-4, & R-8 DMA 1 7.97 6.22 78 D/C 16,650 16,650 Biofiltration 1 DMA 2 SR-1 2.85 0.34 11.16 2.22 0 3 78 0 76 D/C D/C 0.72 0.2 0.71 5,950 132 22,732 5,950 N/A 11.16 Biofiltration Self-retaining 2 2 28.44 0.72 VILLAGE 7, R-8 R-4 DMA CALCULATIONS Imp. RF Pervious RF % Imp DMA1 Fraction of Total Imp Area Pervious Area Summation RF x A DMA-2 Fraction of Total Imp Area Pervious Area Summation RF x A SR-1 Fraction of Total Imp Area Pervious Area Summation RF x A LANDSCAPE 0.90 0.10 0 76369 0.03 0 76369 7637 27291 0.03 0 27291 2729 7568 0.25 0 7568 757 MULTI-FAMILY 0.90 0.10 100 270761 0.97 270761 0 243685 96759 0.97 96759 0 87083 0 0.00 0 0 0 BASIN 0.90 0.10 0 0 0.00 0 0 0 0 0.00 0 0 0 0 0.00 0 0 0 SEMI-PERVIOUS ROAD 0.90 0.30 0 0 0.00 0 0 0 0 0.00 0 0 0 7432 0.75 0 7432 2230 ROAD 0.90 0.10 100 0 0.00 0 0 0 0 0.00 0 0 0 0 0.00 0 0 0 347130 1.00 270761 76369 251322 124050 1.00 96759 27291 89812 15000 1.00 0 15000 2986 %Imperv 78.00 Weighted C =0.72 78.00 Weighted C =0.72 49.55 Weighted C =0.20 Imp. RF Pervious RF % Imp SM-1 Fraction of Total Imp Area Pervious Area Summation RF x A SM-2 Fraction of Total Imp Area Pervious Area Summation RF x A SM-3 Fraction of Total Imp Area Pervious Area SQFT SQFT SQFT SQFT SQFT SQFT SQFT SQFT SQFT LANDSCAPE 0.90 0.10 0 129147 1.00 0 129147 12915 124304 1.00 0 124304.44 12430 3180 1.00 0 3180 318 129147 1.00 0 129147 12915 124304 1.00 0 124304 12430 3180 1.00 0 3180 318 %Imperv 0.00 Weighted C =0.10 0.00 Weighted C =0.10 0.00 Weighted C =0.10 7/30/2024 R:\1601\Hyd\SWQMP\TM\Calcs\Appendix B.5 Biofiltration BMP Sizing Worksheets .xlsx ATTACHMENT 1c FORM I-7, HARVEST AND USE FEASIBLITY SCREENING CHECKLIST Project Name: _____________________________________________________ Otay Ranch Village 7, R-4, R-4, & R-8 36 hour urinal and flushing demand = 9.3 gal/resident x 4 residents per unit x 243 units x 1.5 days = 13,559 gallons = 1812 cf Landscape Irrigation: 390 gals/ac x 8.44 ac = 3292 gals = 440 cf Total Volume = 2252 cf DCV = 16,650 + 5,950 = 22,600 0.25 DCV = 5,650 ATTACHMENT 1d FORM I-8, CATEGORIZATION OF INFILTRATION FEASIBILITY CONDITION Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4 & R-8 DMA 1 and 2 Planning Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4 & R-8 Geotechnical Reconnaissance report to be performed at a later date. Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4 & R-8 Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4 & R-8 Geotechnical Reconnaissance report to be performed at a later date. Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4 & R-8 DMA 1 and 2 Planning Geotechnical Reconnaissance report to be performed at a later date. Project Name: _____________________________________________________ Otay Ranch Village 7, R-3, R-4 & R-8 Project Name: _____________________________________________________ Project Name: _____________________________________________________ Geotechnical Reconnaissance report to be performed at a later date. Otay Ranch Village 7, R-3, R-4 & R-8 ATTACHMENT 1e POLLUTION CONTROL BMP DESIGN WORKSHEETS Appendix B: Storm Water Pollutant Control Hydrologic Calculations and Sizing Methods BMP Design Manual-Appendices B-6 March 2019 Update Figure B.1-1: 85th Percentile 24-hour Isopluvial Map Project Location 85th =0.53 in Appendix B: Storm Water Pollutant Control Hydrologic Calculations and Sizing Methods BMP Design Manual-Appendices B-45 August 2021 Update (b) The retention losses from the optimized biofiltration BMP are equal to or greater than the retention losses from the conventional biofiltration BMP. This second criterion is only applicable for partial infiltration condition. For drawdown times that are outside the range of values presented in Table B.5-5 below, the storage unit should be designed to discharge greater than 92% average annual capture to the downstream Biofiltration BMP. Table B.5-5: Storage required for different drawdown times Drawdown Time (hours) Storage requirement (below the overflow elevation, or below outlet elevation that bypass the biofiltration BMP) 12 0.85 DCV 24 1.25 DCV 36 1.50 DCV 48 1.80 DCV 72 2.20 DCV 96 2.60 DCV 120 2.80 DCV VILLAGE 7, R-8 R-4 DMA CALCULATIONS Imp. RF Pervious RF % Imp DMA1 Fraction of Total Imp Area Pervious Area Summation RF x A DMA-2 Fraction of Total Imp Area Pervious Area Summation RF x A SR-1 Fraction of Total Imp Area Pervious Area Summation RF x A LANDSCAPE 0.90 0.10 0 76369 0.03 0 76369 7637 27291 0.03 0 27291 2729 7568 0.25 0 7568 757 MULTI-FAMILY 0.90 0.10 100 270761 0.97 270761 0 243685 96759 0.97 96759 0 87083 0 0.00 0 0 0 BASIN 0.90 0.10 0 0 0.00 0 0 0 0 0.00 0 0 0 0 0.00 0 0 0 SEMI-PERVIOUS ROAD 0.90 0.30 0 0 0.00 0 0 0 0 0.00 0 0 0 7432 0.75 0 7432 2230 ROAD 0.90 0.10 100 0 0.00 0 0 0 0 0.00 0 0 0 0 0.00 0 0 0 347130 1.00 270761 76369 251322 124050 1.00 96759 27291 89812 15000 1.00 0 15000 2986 %Imperv 78.00 Weighted C =0.72 78.00 Weighted C =0.72 49.55 Weighted C =0.20 Imp. RF Pervious RF % Imp SM-1 Fraction of Total Imp Area Pervious Area Summation RF x A SM-2 Fraction of Total Imp Area Pervious Area Summation RF x A SM-3 Fraction of Total Imp Area Pervious Area SQFT SQFT SQFT SQFT SQFT SQFT SQFT SQFT SQFT LANDSCAPE 0.90 0.10 0 129147 1.00 0 129147 12915 124304 1.00 0 124304.44 12430 3180 1.00 0 3180 318 129147 1.00 0 129147 12915 124304 1.00 0 124304 12430 3180 1.00 0 3180 318 %Imperv 0.00 Weighted C =0.10 0.00 Weighted C =0.10 0.00 Weighted C =0.10 7/30/2024 R:\1601\Hyd\SWQMP\TM\Calcs\Appendix B.5 Biofiltration BMP Sizing Worksheets .xlsx VILLAGE 7, R-8 R-4 DCV CALCULATIONS 1 85th percentile 24-hr storm depth from Figure B.1-1 d=0.53 inches 2 Area tributary to BMP (s)A=7.97 acres Area tributary to BMP (s)A=347,130 s.f. 3 Area weighted runoff factor (estimate using Appendix B.1.1 and B.2.1)C=0.72 unitless 4 Street trees volume reduction TCV=0.00 cubic-feet 5 Rain barrels volume reduction RCV=0.00 cubic-feet 6 Calculate DCV= (3630 x C x d x A) - TCV - RCV DCV=11,100 cubic-feet 1.5 DCV=16,650 cubic-feet 1 85th percentile 24-hr storm depth from Figure B.1-1 d=0.53 inches 2 Area tributary to BMP (s)A=2.85 acres Area tributary to BMP (s)A=124,050 s.f. 3 Area weighted runoff factor (estimate using Appendix B.1.1 and B.2.1)C=0.72 unitless 4 Street trees volume reduction TCV=0.00 cubic-feet 5 Rain barrels volume reduction RCV=0.00 cubic-feet 6 Calculate DCV= (3630 x C x d x A) - TCV - RCV DCV=3,967 cubic-feet 1.5 DCV=5,950 cubic-feet 1 85th percentile 24-hr storm depth from Figure B.1-1 d=0.53 inches 2 Area tributary to BMP (s)A=0.34 acres Area tributary to BMP (s)A=15,000 s.f. 3 Area weighted runoff factor (estimate using Appendix B.1.1 and B.2.1)C=0.20 unitless 4 Street trees volume reduction TCV=0.00 cubic-feet 5 Rain barrels volume reduction RCV=0.00 cubic-feet 6 Calculate DCV= (3630 x C x d x A) - TCV - RCV DCV=132 cubic-feet DMA 1: Design Capture Volume Worksheet B-2.1 DMA 2: Design Capture Volume Worksheet B-2.1 SR-1 Design Capture Volume Worksheet B-2.1 7/30/2024 R:\1601\Hyd\SWQMP\TM\Calcs\Appendix B.5 Biofiltration BMP Sizing Worksheets .xlsx Project Name BMP ID 1 347,130 sq. ft. 2 0.72 3 0.53 inches 4 11100 cu. ft. 5 0 in/hr. 6 2 7 0 in/hr. 10 255 cu. ft. When Line 8 > 8% = 0.0000013 x Line 83 - 0.000057 x Line 82 + 0.0086 x Line 8 - 0.014 When Line 8 ≤ 8% = 0.023 Target volume retention [Line 9 x Line 4] Reliable infiltration rate, for biofiltration BMP sizing [Line 5 / Line 6] 8 Average annual volume reduction target (Figure B.5-2) 3.5 9 Fraction of DCV to be retained (Figure B.5-3) 0.023 %When Line 7 > 0.01 in/hr. = Minimum (40, 166.9 x Line 7 +6.62) When Line 7 ≤ 0.01 in/hr. = 3.5% Factor of safety Area draining to the BMP Otay Ranch Village 7, R-8 & R-4 BF-3-1 Sizing Method for Volume Retention Criteria Worksheet B.5-2 Adjusted runoff factor for drainage area (Refer to Appendix B.1 and B.2) 85th percentile 24-hour rainfall depth Design capture volume [Line 1 x Line 2 x (Line 3/12)] Volume Retention Requirement Measured infiltration rate in the DMA Note: When mapped hydrologic soil groups are used enter 0.10 for NRCS Type D soils and for NRCS Type C soils enter 0.30 When in no infiltration condition and the actual measured infiltration rate is unknown enter 0.0 if there are geotechnical and/or groundwater hazards identified in Appendix C or enter 0.05 Project Name BMP ID 1 sq. ft. 2 3 sq. ft. 4 sq. ft. 5 sq. ft. Identification 1 4 5 6 7 10 sq. ft. 11 sq. ft. 12 13 14 cu. ft. 15 cu. ft. Identification 1 cu. ft. 2 cu. ft. 3 cu. ft. 4 cu. ft. 5 cu. ft. cu. ft. 17 Is Line 16 ≥ Line 15?Implement Additional Site Design BMPs Volume retention required from other site design BMPs [(1-Line 13) x Line 14]255.3012251 Site Design BMP Site Design Type Credit 16 Sum of volume retention benefits from other site design BMPs (e.g. trees; rain barrels etc.). [sum of Line 16 Credits for Id’s 1 to 5] Provide documentation of how the site design credit is calculated in the PDP SWQMP. 0 Is Line 11 ≥Line 4?No, Proceed to Line 13 Fraction of the performance standard met through the BMP footprint and/or landscaping [Line 11/Line 4]0 Target Volume Retention [Line 10 from Worksheet B.5.2]255 Volume Retention Performance Standard 0.00 0.00[Line 7/Line 6] 9 Effective Credit Area 0 0 0 0 0If (Line 8 >1.5, Line 6, Line 7/1.5] Sum of Landscape area [sum of Line 9 Id’s 1 to 5]0 Provided footprint for evapotranspiration [Line 5 + Line 10]0 Impervious area draining to the landscape area (sq. ft.) 8 Impervious to Pervious Area ratio 0.00 0.00 0.00 Landscape area that meet the requirements in SD-B and SD-F Fact Sheet (sq. ft.) Adjusted runoff factor for drainage area (Refer to Appendix B.1 and B.2)0.72 Effective impervious area draining to the BMP [Line 1 x Line 2]251322 Required area for Evapotranspiration [Line 3 x 0.03]7540 Biofiltration BMP Footprint 0 Landscape Area (must be identified on DS-3247) 2 3 Area draining to the biofiltration BMP 347,130 Otay Ranch Village 7, R-8 & R-4 BF-3-1 Volume Retention for No Infiltration Condition Worksheet B.5-6 1 DCV DCV 11,100 cubic-feet 2 DCV Retained DCV Retained 0.00 cubic-feet 3 DCV Biofiltered DCV Biofiltered 0.00 cubic-feet 4 DCV requiring flow-thru (Line 1 - Line 2 - 0.67*Line 3)DCV flow-thru 11,100 cubic-feet 5 Adjustment Factor (Line 4 / Line1)AF=1.00 unitless 6 Design rainfall intensity i=0.2 in/hr 7 Area tributary to BMP(s)A=7.97 acres 8 Area-weighted runoff factor (estimate using Appendix B.2)C=0.72 unitless 9 Calculate Flow Rate = AF x (C x i x A) x1.5 Q=1.731 cfs 10 Flow Rate per 8x24 unit (High Capacity Model)Q=0.870 cfs 11 Number of units required 2 12 Design Flow Rate (Per Contech)Q=1.740 cfs 1) 2) 3) 4) Compact Biofiltration treatment control BMPs shall be sized to filter or treat the maximum flow rate of runoff produced from a rainfaill intensity of 0.2 inch of rainfall per hour, or each hour of every storm event DMA 1: Compact Biofiltration Design Flows Worksheet B.6-1 Adjustment factor shall be estimated considering only retention and biofiltration BMPs located upstream of Compact Biofiltration BMPs. That is, if the Compact Biofiltration BMP is upstream of the project's retention and biofiltration BMPs then the Compact Biofiltration BMP shall be sized using an adjustment factor of 1. Volume based (e.g., dry extended detention basin) Compact Biofiltration treatment control BMPs shall be sized to the volume in Line 4 and flow based (e.g., vegetated swales) shall be sized to flow rate in Line 9. Sand filter and media filter can be designed by either volume in :ie 4 or flow rate in Line 9 Propietary BMPs, if used, shall provide certified treatment capacity equal to or greater than the calculated flow rate in Line 9; certified treatment capacoty per unit shall be consistent with third party certifications. Project Name BMP ID 1 124,050 sq. ft. 2 0.72 3 0.53 inches 4 3967 cu. ft. 5 0 in/hr. 6 2 7 0 in/hr. 10 91 cu. ft. When Line 8 > 8% = 0.0000013 x Line 83 - 0.000057 x Line 82 + 0.0086 x Line 8 - 0.014 When Line 8 ≤ 8% = 0.023 Target volume retention [Line 9 x Line 4] Reliable infiltration rate, for biofiltration BMP sizing [Line 5 / Line 6] 8 Average annual volume reduction target (Figure B.5-2) 3.5 9 Fraction of DCV to be retained (Figure B.5-3) 0.023 %When Line 7 > 0.01 in/hr. = Minimum (40, 166.9 x Line 7 +6.62) When Line 7 ≤ 0.01 in/hr. = 3.5% Factor of safety Area draining to the BMP Otay Ranch Village 7, R-8 & R-4 BF-3-2 Sizing Method for Volume Retention Criteria Worksheet B.5-2 Adjusted runoff factor for drainage area (Refer to Appendix B.1 and B.2) 85th percentile 24-hour rainfall depth Design capture volume [Line 1 x Line 2 x (Line 3/12)] Volume Retention Requirement Measured infiltration rate in the DMA Note: When mapped hydrologic soil groups are used enter 0.10 for NRCS Type D soils and for NRCS Type C soils enter 0.30 When in no infiltration condition and the actual measured infiltration rate is unknown enter 0.0 if there are geotechnical and/or groundwater hazards identified in Appendix C or enter 0.05 Project Name BMP ID 1 sq. ft. 2 3 sq. ft. 4 sq. ft. 5 sq. ft. Identification 1 4 5 6 7 10 sq. ft. 11 sq. ft. 12 13 14 cu. ft. 15 cu. ft. Identification 1 cu. ft. 2 cu. ft. 3 cu. ft. 4 cu. ft. 5 cu. ft. cu. ft. 17 Is Line 16 ≥ Line 15?Implement Additional Site Design BMPs Volume retention required from other site design BMPs [(1-Line 13) x Line 14]91.23391761 Site Design BMP Site Design Type Credit 16 Sum of volume retention benefits from other site design BMPs (e.g. trees; rain barrels etc.). [sum of Line 16 Credits for Id’s 1 to 5] Provide documentation of how the site design credit is calculated in the PDP SWQMP. 0 Is Line 11 ≥Line 4?No, Proceed to Line 13 Fraction of the performance standard met through the BMP footprint and/or landscaping [Line 11/Line 4]0 Target Volume Retention [Line 10 from Worksheet B.5.2]91 Volume Retention Performance Standard 0.00 0.00[Line 7/Line 6] 9 Effective Credit Area 0 0 0 0 0If (Line 8 >1.5, Line 6, Line 7/1.5] Sum of Landscape area [sum of Line 9 Id’s 1 to 5]0 Provided footprint for evapotranspiration [Line 5 + Line 10]0 Impervious area draining to the landscape area (sq. ft.) 8 Impervious to Pervious Area ratio 0.00 0.00 0.00 Landscape area that meet the requirements in SD-B and SD-F Fact Sheet (sq. ft.) Adjusted runoff factor for drainage area (Refer to Appendix B.1 and B.2)0.72 Effective impervious area draining to the BMP [Line 1 x Line 2]89812 Required area for Evapotranspiration [Line 3 x 0.03]2694 Biofiltration BMP Footprint 0 Landscape Area (must be identified on DS-3247) 2 3 Area draining to the biofiltration BMP 124,050 Otay Ranch Village 7, R-8 & R-4 BF-3-2 Volume Retention for No Infiltration Condition Worksheet B.5-6 1 DCV DCV 5,950 cubic-feet 2 DCV Retained DCV Retained 0.00 cubic-feet 3 DCV Biofiltered DCV Biofiltered 0.00 cubic-feet 4 DCV requiring flow-thru (Line 1 - Line 2 - 0.67*Line 3)DCV flow-thru 5,950 cubic-feet 5 Adjustment Factor (Line 4 / Line1)AF=1.00 unitless 6 Design rainfall intensity i=0.2 in/hr 7 Area tributary to BMP(s)A=2.85 acres 8 Area-weighted runoff factor (estimate using Appendix B.2)C=0.72 unitless 9 Calculate Flow Rate = AF x (C x i x A) x1.5 Q=0.619 cfs 10 Flow Rate per 8x24 unit Q=0.693 cfs 11 Number of units required 1 12 Design Flow Rate (Per Contech)Q=0.693 cfs 1) 2) 3) 4) Compact Biofiltration treatment control BMPs shall be sized to filter or treat the maximum flow rate of runoff produced from a rainfaill intensity of 0.2 inch of rainfall per hour, or each hour of every storm event DMA 2: Compact Biofiltration Design Flows Worksheet B.6-1 Adjustment factor shall be estimated considering only retention and biofiltration BMPs located upstream of Compact Biofiltration BMPs. That is, if the Compact Biofiltration BMP is upstream of the project's retention and biofiltration BMPs then the Compact Biofiltration BMP shall be sized using an adjustment factor of 1. Volume based (e.g., dry extended detention basin) Compact Biofiltration treatment control BMPs shall be sized to the volume in Line 4 and flow based (e.g., vegetated swales) shall be sized to flow rate in Line 9. Sand filter and media filter can be designed by either volume in :ie 4 or flow rate in Line 9 Propietary BMPs, if used, shall provide certified treatment capacity equal to or greater than the calculated flow rate in Line 9; certified treatment capacoty per unit shall be consistent with third party certifications. R-4 unit R-8 unit will be deeper FOR MWS FLOW-BASED PROPRIETARY BIOFILTRATION UNITS for Future R-4 and R-8 August 2021 GENERAL USE LEVEL DESIGNATION FOR BASIC (TSS) ENHANCED AND PHOSPHORUS TREATMENT For MWS-Linear Modular Wetland Ecology’s Decision Based on Modular Wetland Systems, Inc, application submissions, including the Technical Evaluation Report, dated April 1, 2014, Ecology hereby issues the following use level designation: 1. General Use Level Designation (GULD) for the MWS-Linear Modular Wetland Stormwater Treatment System for Basic, Phosphorus, and Enhanced treatment  Sized at a hydraulic loading rate of:  1 gallon per minute (gpm) per square foot (sq ft) of Wetland Cell Surface Area  Prefilter box (approved at either 22 inches or 33 inches tall)  3.0 gpm/sq ft of prefilter box surface area for moderate pollutant loading rates (low to medium density residential basins).  2.1 gpm/sq ft of prefilter box surface area for high pollutant loading rates (commercial and industrial basins). 2. Ecology approves the MWS – Linear Modular Wetland Stormwater Treatment System units for Basic, Phosphorus, and Enhanced treatment at the hydraulic loading rate listed above. Designers shall calculate the water quality design flow rates using the following procedures:  Western Washington: For treatment installed upstream of detention or retention, the water quality design flow rate is the peak 15-minute water quality treatment design flow rate as calculated using the latest version of the Western Washington Hydrology Model or other Ecology- approved continuous runoff model.  Eastern Washington: For treatment installed upstream of detention or retention, the water quality design flow rate is the peak 15-minute water quality treatment design flow rate as calculated using one of the three methods described in Chapter 2.2.5 of the Stormwater Management Manual for Eastern Washington (SWMMEW) or local manual.  Entire State: For treatment installed downstream of detention, the water quality treatment design flow rate is the full 2-year release rate of the detention facility. 3. These use level designations have no expiration date but may be amended or revoked by Ecology, and are subject to the conditions specified below. Ecology’s Conditions of Use Applicants shall comply with the following conditions: 1) Design, assemble, install, operate, and maintain the MWS – Linear Modular Wetland Stormwater Treatment System units, in accordance with Modular Wetland Systems, Inc. applicable manuals and documents and the Ecology Decision. 2) Each site plan must undergo Modular Wetland Systems, Inc. review and approval before site installation. This ensures that site grading and slope are appropriate for use of a MWS – Linear Modular Wetland Stormwater Treatment System unit. 3) MSW – Linear Modular Wetland Stormwater Treatment System media shall conform to the specifications submitted to and approved by Ecology. 4) The applicant tested the MWS – Linear Modular Wetland Stormwater Treatment System with an external bypass weir. This weir limited the depth of water flowing through the media, and therefore the active treatment area, to below the root zone of the plants. This GULD applies to MWS – Linear Modular Wetland Stormwater Treatment Systems whether plants are included in the final product or not. 5) Maintenance: The required maintenance interval for stormwater treatment devices is often dependent upon the degree of pollutant loading from a particular drainage basin. Therefore, Ecology does not endorse or recommend a “one size fits all” maintenance cycle for a particular model/size of stormwater treatment technology.  Typically, Modular Wetland Systems, Inc. designs MWS – Linear Modular Wetland systems for a target prefilter media life of 6 to 12 months.  Indications of the need for maintenance include effluent flow decreasing to below the design flow rate or decrease in treatment below required levels.  Owners/operators must inspect MWS – Linear Modular Wetland systems for a minimum of twelve months from the start of post-construction operation to determine site-specific maintenance schedules and requirements. You must conduct inspections monthly during the wet season, and every other month during the dry season (According to the SWMMWW, the wet season in western Washington is October 1 to April 30. According to the SWMMEW, the wet season in eastern Washington is October 1 to June 30). After the first year of operation, owners/operators must conduct inspections based on the findings during the first year of inspections.  Conduct inspections by qualified personnel, follow manufacturer’s guidelines, and use methods capable fo determining either a decrease in treated effluent flowrate and/or a decrease in pollutant removal ability.  When inspections are performed, the following findings typically serve as maintenance triggers:  Standing water remains in the vault between rain events, or  Bypass occurs during storms smaller than the design storm.  If excessive floatables (trash and debris) are present (but no standing water or excessive sedimentation), perform a minor maintenance consisting of gross solids removal, not prefilter media replacement.  Additional data collection will be used to create a correlation between pretreatment chamber sediment depth and pre-filter clogging (see Issues to be Addressed by the Company section below) 6) Discharges from the MWS – Linear Modular Wetland Stormwater Treatment System units shall not cause or contribute to water quality standards violations in receiving waters. Applicant: Modular Wetland Systems, Inc. Applicant’s Address: 5796 Armada Drive, Suite 250 Carlsbad, CA 92008 Application Documents: Original Application for Conditional Use Level Designation, Modular Wetland System, Linear Stormwater Filtration System Modular Wetland Systems, Inc., January 2011 Quality Assurance Project Plan: Modular Wetland System – Linear Treatment System Performance Monitoring Project, draft, January 2011 Revised Application for Conditional Use Level Designation, Modular Wetland System, Linear Stormwater Filtration System Modular Wetland Systems, Inc., May 2011 Memorandum: Modular Wetland System-Linear GULD Application Supplementary Data, April 2014 Technical Evaluation Report: Modular Wetland System Stormwater Treatment System Performance Monitoring, April 2014 Applicant’s Use Level Request:  General Use Level Designation as a Basic, Enhanced, and Phosphorus treatment device in accordance with Ecology’s Guidance for Evaluating Emerging Stormwater Treatment Technologies Technology Assessment Protocol – Ecology (TAPE) January 2011 Revision. Applicant’s Performance Claims:  The MWS – Linear Modular wetland is capable of removing a minimum of 80-percent of TSS from stormwater with influent concentrations between 100 and 200 mg/L.  The MWS – Linear Modular wetland is capable of removing a minimum of 50-percent of total phosphorus from stormwater with influent concentrations between 0.1 and 0.5 mg/L.  The MWS – Linear Modular wetland is capable of removing a minimum 30-percent of dissolved copper from stormwater with influent concentrations between 0.005 and 0.020 mg/L.  The MWS – Linear Modular wetland is capable of removing a minimum 60-percent of dissolved zinc from stormwater with influent concentrations between 0.02 and 0.30 mg/L. Ecology’s Recommendations:  Modular Wetland System, Inc. has shown Ecology, through laboratory and field- testing, that the MWS – Linear Modular Wetland Stormwater Treatment System filter system is capable of attaining Ecology’s Basic, Phosphorus, and Enhanced treatment goals. Findings of Fact: Laboratory Testing The MWS-Linear Modular wetland has the:  Capability to remove 99 percent of total suspended solids (using Sil-Co-Sil 106) in a quarter-scale model with influent concentrations of 270 mg/L.  Capability to remove 91 percent of total suspended solids (using Sil-Co-Sil 106) in laboratory conditions with influent concentrations of 84.6 mg/L at a flow rate of 3.0 gpm per square foot of media.  Capability to remove 93 percent of dissolved Copper in a quarter-scale model with influent concentrations of 0.757 mg/L.  Capability to remove 79 percent of dissolved Copper in laboratory conditions with influent concentrations of 0.567 mg/L at a flow rate of 3.0 gpm per square foot of media.  Capability to remove 80.5-percent of dissolved Zinc in a quarter-scale model with influent concentrations of 0.95 mg/L at a flow rate of 3.0 gpm per square foot of media.  Capability to remove 78-percent of dissolved Zinc in laboratory conditions with influent concentrations of 0.75 mg/L at a flow rate of 3.0 gpm per square foot of media. Field Testing  Modular Wetland Systems, Inc. conducted monitoring of an MWS-Linear (Model # MWS-L-4-13) from April 2012 through May 2013, at a transportation maintenance facility in Portland, Oregon. The manufacturer collected flow-weighted composite samples of the system’s influent and effluent during 28 separate storm events. The system treated approximately 75 percent of the runoff from 53.5 inches of rainfall during the monitoring period. The applicant sized the system at 1 gpm/sq ft. (wetland media) and 3gpm/sq ft. (prefilter).  Influent TSS concentrations for qualifying sampled storm events ranged from 20 to 339 mg/L. Average TSS removal for influent concentrations greater than 100 mg/L (n=7) averaged 85 percent. For influent concentrations in the range of 20-100 mg/L (n=18), the upper 95 percent confidence interval about the mean effluent concentration was 12.8 mg/L.  Total phosphorus removal for 17 events with influent TP concentrations in the range of 0.1 to 0.5 mg/L averaged 65 percent. A bootstrap estimate of the lower 95 percent confidence limit (LCL95) of the mean total phosphorus reduction was 58 percent.  The lower 95 percent confidence limit of the mean percent removal was 60.5 percent for dissolved zinc for influent concentrations in the range of 0.02 to 0.3 mg/L (n=11). The lower 95 percent confidence limit of the mean percent removal was 32.5 percent for dissolved copper for influent concentrations in the range of 0.005 to 0.02 mg/L (n=14) at flow rates up to 28 gpm (design flow rate 41 gpm). Laboratory test data augmented the data set, showing dissolved copper removal at the design flow rate of 41 gpm (93 percent reduction in influent dissolved copper of 0.757 mg/L). Issues to be addressed by the Company: 1. Modular Wetland Systems, Inc. should collect maintenance and inspection data for the first year on all installations in the Northwest in order to assess standard maintenance requirements for various land uses in the region. Modular Wetland Systems, Inc. should use these data to establish required maintenance cycles. 2. Modular Wetland Systems, Inc. should collect pre-treatment chamber sediment depth data for the first year of operation for all installations in the Northwest. Modular Wetland Systems, Inc. will use these data to create a correlation between sediment depth and pre-filter clogging. Technology Description: Download at http://www.modularwetlands.com/ Contact Information: Applicant: Zach Kent BioClean A Forterra Company 5796 Armada Drive, Suite 250 Carlsbad, CA 92008 zach.kent@forterrabp.com Applicant website: http://www.modularwetlands.com/ Ecology web link: http://www.ecy.wa.gov/programs/wg/stormwater/newtech/index.html Ecology: Douglas C. Howie, P.E. Department of Ecology Water Quality Program (360) 870-0983 douglas.howie@ecy.wa.gov Revision History Date Revision June 2011 Original use-level-designation document September 2012 Revised dates for TER and expiration January 2013 Modified Design Storm Description, added Revision Table, added maintenance discussion, modified format in accordance with Ecology standard December 2013 Updated name of Applicant April 2014 Approved GULD designation for Basic, Phosphorus, and Enhanced treatment December 2015 Updated GULD to document the acceptance of MWS – Linear Modular Wetland installations with or without the inclusion of plants July 2017 Revised Manufacturer Contact Information (name, address, and email) December 2019 Revised Manufacturer Contact Address July 2021 Added additional prefilter sized at 33 inches August 2021 Changed “Prefilter” to “Prefilter box” Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 LA MEDIA ROAD SANTA LUNA STREET R-8 MAGDALENA AVE SANTA LUNA STREET W OLF CANYO N LO OP F L EIS H B EIN S T R E E T FLEISHBEIN STREET KINCAID AVE R-4 L A M E D I A P R W Y N O R T H LA MEDIA PRWY SOUTH MAIN STREET WEST MAIN STREET EAST VILLAGE 8WEST OLYMPIANHIGHSCHOOL ROCK MOUNTAIN ROAD OF 2 1 PREPARED BY: HUNSAKER& ASSOCIATES CITY OF CHULA VISTA, CALIFORNIA VILLAGE 7, R-3, R-4, & R-8 HYDROMODIFICATION MAP LEGEND: PROJECT BOUNDARY........................................................................................... DMA BOUNDARY.................................................................................................... PROPOSED STORM DRAIN.................................................................................. EXISTING STORM DRAIN...................................................................................... SUBAREA ACREAGE............................................................................................. DMA ICON............................................................................................................... AREA TRIBUTARY TO POC 1................................................................................ OTAY RANCH VILLAGE 7 R-8............................................................................... AREA TRIBUTARY TO POC 2............................................................................... VORTAC SITE ACCESS ROAD............................................................................. OTAY RANCH VILLAGE 7 R-4............................................................................... EXISTING DETENTION BASIN............................................................................... HYDROLOGIC SOIL TYPE..................................................................................... POINT OF COMPLIANCE....................................................................................... SYMBOL: DMA 1 EXISTING CONDIION A C C E S S R D . V O R T A C LA MEDIA ROAD SANTA LUNA STREET R-8 MAGDALENA AVE SANTA LUNA STREET W OLF CANYO N LO OP F L EIS H B EIN S T R E E T FLEISHBEIN STREET KINCAID AVE R-4 L A M E D I A P R W Y N O R T H LA MEDIA PRWY SOUTH MAIN STREET WEST MAIN STREET EAST VILLAGE 8WEST OLYMPIANHIGHSCHOOL ROCK MOUNTAIN ROAD OF 2 2 PREPARED BY: HUNSAKER& ASSOCIATES CITY OF CHULA VISTA, CALIFORNIA VILLAGE 7, R-3, R-4, & R-8 HYDROMODIFICATION MAP LEGEND: PROJECT BOUNDARY........................................................................................... DMA BOUNDARY.................................................................................................... PROPOSED STORM DRAIN.................................................................................. EXISTING STORM DRAIN...................................................................................... SUBAREA ACREAGE............................................................................................. DMA ICON............................................................................................................... AREA TRIBUTARY TO POC 1................................................................................ OTAY RANCH VILLAGE 7 R-8............................................................................... AREA TRIBUTARY TO POC 2............................................................................... VORTAC SITE ACCESS ROAD............................................................................. OTAY RANCH VILLAGE 7 R-4............................................................................... EXISTING DETENTION BASIN............................................................................... HYDROLOGIC SOIL TYPE..................................................................................... POINT OF COMPLIANCE....................................................................................... SYMBOL: DMA 1 DEVELOPED CONDIION ATTACHMENT 2a HYDROMODIFICATION MANAGEMENT EXHIBITS ATTACHMENT 2b MANAGEMENT OF CRITICAL COARSE SEDIMENT YIELD AREAS Catch Basin ATTACHMENT 2c GEOMORPHIC ASSESSMENT OF RECEIVING CHANNELS NOT PERFORMED FOR THIS PROJECT ATTACHMENT 2d FLOW CONTROL FACILITY DESIGN Hydromodification Management Plan (HMP) -Flow Control Facility Design This HMP report has been prepared in place of Attachment 2a of the Priority Development Project (PDP) SWQMP for Otay Village 7, R-8 & R-4 (April 2023)and has been prepared to be submitted concurrently with the SWQMP. SECTIONS 1.Introduction/Summary 2.Flow Duration Curve Analysis 3.Elevation vs. Discharge, Elevation vs Area Curves, Drawdown, SWMM Input Calculations 4.Basin Details 5.SWMM Input Data (Existing and Proposed Models) 6.Hydromodification Watershed Maps I.INTRODUCTION/SUMMARY This HMP report summarizes the approach used to model the proposed Otay Ranch Village 7 R- 8 & R-4 sites within City of Chula Vista, California using the Environmental Protection Agency (EPA) Storm Water Management Model 5.1 (SWMM). SWMM models were prepared for pre- and post- developed conditions at the project designated Point of Compliance (POC) in order to demonstrate that for flow rates ranging from pre- development (0.1Q2) to Q10 runoff event, the post-development discharge rates and durations, don't exceed the pre-development (not pre-project) rates and durations by more than 10% at the discharge point of the existing detention basin located immediately north of the project site. As a result, the stormwater discharge from the site will not cause any altered flow regimes or excessive downstream erosion in the receiving waters. Therefore, no additional BMPs need to be provided for flow control to meet the current HMP requirements from the Regional Water Quality Control Board (RWQCB). The runoff from the proposed project will be collected in inlets and will be conveyed through the onsite storm drain system. This system will be tie into existing drainage facilities which have anticipated these onsite flows and will ultimately reach the existing BMP basin located immediately north of the project site. Once runoff routes through the respective basin outlet structure, it exits the basin via one 36-in RCP outlet pipe. See Section 6 of this Report for HMP- related maps. Following are brief description of the POCs: POC 1: POC 1 is located at the discharge location from the riser that manages detention in the existing detention basin north of lot R-8 and adjacent to La Media Road. This POC encompasses the area of R-8, the exiting detention basin, the existing Otay Ranch Village 7 development, a portion of La Media Road and surrounding non-developed areas (Portion of the Vortac site), for a total of 152.73 acres in existing and 152.65 in proposed conditions. The difference in area is due to the R-8 development that cause minor changes to the drainage patterns. POC 2: POC 2 is located at near the Village 8 West development boundary. A clean out where the flows from R-4 commingle with the offsite flows before entering Village 8 West. This POC encompasses the area of the proposed Vortac site access road, a portion of the Vortac site, Santa Luna Street, a portion of Magdalena Avenue, the Olympian High school, and lot R-4. POC 2 has a total area of 89.63 acres in the existing condition and 89.71 in the proposed conditions. The difference reason is stated above as the area lost on POC 1 is gained on POC 2. SWMM MODEL DEVELOPMENT POC 1: The following will outline the typical model development. Two (2) SWMM models are prepared for the POC; one represents existing conditions and another represents proposed condition. The existing condition analysis was prepared by defining the area to the respective POC. Similarly, the proposed condition analysis was prepared by defining the areas to the respective POC. The Otay Ranch Village 7 R-8 site was modeled with 0% imperviousness in the pre-development condition, and 48% imperviousness in the post-development condition. The existing detention basin was modeled with 1.5% imperviousness for both, post and pre- development condition. The rest of the northern and eastern portions corresponding to existing development of Otay Ranch Village 7 that also discharge to the existing detention basin was modeled with 47% imperviousness in pre and post-development conditions. This was calculated as weighted percentage of imperviousness between the existing development of Otay Ranch Village 7 and the additional surrounding non-developed areas. For the existing developed area of Otay Ranch Village 7 (108.43 ac), a 60% of imperviousness was considered per the “Preliminary Water Quality Technical Report for Otay Ranch Village 7 Neighborhoods R-2” dated May, 2004. For the rest of the existing non-developed surrounding areas, a 0% of imperviousness was considered. For all SWMM models, flow duration curves were prepared to demonstrate that the existing basin footprint/volume and outlet structure will be sufficient to meet the current HMP requirements. The inputs required to develop SWMM models include rainfall, watershed characteristics, and BMP configurations. The Lower Otay Reservoir Rain Gage from the Project Clean Water website was used for this study since it is the most representative of the project site precipitation. Evaporation for the site was modeled using average monthly values from the San Diego County hourly dataset. The site was modeled with hydrologic group D soil. Other SWMM inputs for the subareas are discussed in the following sections of this document where the selection of parameters is further explained in detail. Existing Basin Discussion:Flow control at the basin is not achieved with the existing outlet and structure configuration (one orifice at the bottom of an 8’ x 8’ x 10.9’ concrete riser structure), therefore, a new orifice and height configuration is proposed for the existing outlet riser structure to achieve flow control at the existing basin. The size, number and location of the orifices along the height of the outlet structure for existing and proposed conditions are presented in the Tables below. Table 1 Existing Outlet Structure & Orifice Characteristics Bottom orifice diameter:30 in Number:1 Cg-low:0.61 invert elev:0.00 ft Emergency weir: Invert:10.90 ft Weir Length (ft)32.00 ft Riser Box LxW 8'X8' Table 2 Proposed Modified Outlet Structure & Orifice Characteristics 1 Orifice Stag diameter:10 in Number:1 Cg-low:0.61 invert elev:0.00 ft 2 Orifice Stag diameter:12 in number of orif:1 Cg-middle:0.61 invert elev:1.50 ft 3 Orifice Stag diameter:18 in Number:2 Cg-low:0.61 invert elev:3.00 ft 4 Orifice Stag diameter:24 in Number:2 Cg-low:0.61 invert elev:8.00 ft Emergency weir: Invert:11.90 ft Area 64 sq ft Weir Length 32 Riser Box LxW 8'x8' POC 2: The following will outline the typical model development. Two (3) SWMM models are prepared for the POC; one represents existing conditions, another one represents the mass graded condition with the access road developed, and the last one represents developed condition for both the access road and lot R-4. The existing condition analysis was prepared by defining the area to the respective POC. Similarly, the proposed condition analysis was prepared by defining the areas to the respective POC. The Otay Ranch Village 7 R-4 site was modeled with 0% imperviousness in the pre-development condition, 0% imperviousness in the mass graded condition, and 78% in the post-development condition. The Vortac access road off Magdalena Avenue was modeled with 0% imperviousness in the pre- development condition, and 49.5% in the mass graded and post-development condition. For all SWMM models, flow duration curves were prepared to demonstrate that the mass graded condition does not need any flood control structures to meet HMP requirements, while the post- development condition will need an underground storage unit. The inputs required to develop SWMM models include rainfall, watershed characteristics, and BMP configurations. The Lower Otay Reservoir Rain Gage from the Project Clean Water website was used for this study since it is the most representative of the project site precipitation. Evaporation for the site was modeled using average monthly values from the San Diego County hourly dataset. The site was modeled with hydrologic group D soil. Other SWMM inputs for the subareas are discussed in the following sections of this document where the selection of parameters is further explained in detail. Table 3 Proposed Outlet structure & Orifice Characteristics Bottom orifice diameter:1.922 in Emergency weir: Number:1 Invert:4.65 Cg-low:0.61 Weir Length (ft)5.75 ft invert elev:0.00 ft Riser Box LxW 3’x1.92’ft Middle orifice diameter: 2.5 in Number:2 Cg-low:0.61 invert elev:2.70 ft Top orifice diameter:3 in Number:4 Cg-low:0.61 invert elev:4.0 ft FLOW DURATION CURVE COMPARISON The Flow Duration Curves (FDC) for the site was calculated at the POC by exporting the hourly runoff time series results from SWMM to a spreadsheet. The FDC for the POC was compared between 10% of the existing condition Q2 ((based on accepting an assumption of high susceptibility for downstream channel erosion as required if no soils tests are completed) Up to the existing condition Q10. The Q2 and Q10 were determined using a partial duration statistical analysis of the runoff time series in an Excel spreadsheet. As the SWMM Model is a statistical analysis based on the Weibull Plotting Position Method, the Weibull Method was also used within the spreadsheet to ensure that the results were similar to those obtained by the SWMM Model. The range between 10% of Q2 and Q10 was divided into 100 equal time intervals; the number of hours that each flow rate was exceeded was counted from the hourly series. Additionally, the intermediate peaks with a return period “i” were obtained (Qi with i=3 to 9). For the purpose of the plot, the values were presented as a percentage of time that exceeded for each flow rate. Section 6 of this HMP Study provides detailed drainage exhibit for the post-developed conditions. As shown in Figures 1 and 2 in the succeeding section, the FDC for the proposed condition for the basin is within 110% of the curve for the existing condition. The additional runoff volume generated from developing the site will be released to the downstream storm drain at a flow rate below the 10% Q2 lower threshold. Additionally, the Proposed Project will not increase peak flow rates between the Q2 and the Q10, as shown in the graphics in Figure 3 and also in the Tables included in Section 1. Similar FDC comparison curves also were generated for the POC and included in the following Section 1 of this report. SUMMARY & CONCLUSION A summary of pre and post development conditions draining to the POC is shown in the table 2 below. The Existing Basin was recognized in the pre and post conditions. Table 4 POC Area Summary Existing (AC)Proposed (AC) POC 1 152.73 152.65 POC 2 89.63 89.71 Total 242.36 242.36 For both SWMM models, flow duration curves were prepared to demonstrate that the existing basin storage and footprints and the proposed modified outlet structure will be sufficient to meet the current HMP requirements for POC 1. Similarly the three SWMM models, for POC 2 had flow duration curves performed to demonstrate that there is no need for flood control structures in the mass graded conditions, and that an underground storage unit with an outlet structure will help meet HMP requirements in the post-developed condition. II.FLOW DURACTION CURVE ANALYSIS SECTION 1 - Flow Duration Curve Analysis, Plot & Table The FDCs shall not exceed the existing conditions by more than 10%, neither in peak flow nor duration. Figure 1 on the following page illustrates that the FDCs in post-development conditions, is not exceeding the existing FDC with more than 10%. The FDC table following the curve shows that if the interval 0.10Q2 – Q 10 is divided in 100 sub-intervals, then: a) the post development divided by pre-development durations are never larger than 110% (the permit allows up to 110%); and, b) there are no more than 3 intervals in the range 101%-110%, which would imply an excess over 10% of the length of the curve (the permit allows less than 10% of excesses measured as 101- 110%). Consequently, the design passes the hydromodification test. It is important to note that the FDCs can be expressed in the “x” axis as a percentage of time, hours per year, total number of hours, or any other similar time variable. As those variables only differ by multiplying a constant, their plot in logarithmic scale will appear exactly the same and compliance can be observed regardless of the variable selected. The selection of a logarithmic scale in lieu of the normal scale is preferred, as differences between the pre-development and post-development curves can be depicted more clearly in the entire range of analysis. Both graphics are presented for reference in Table 4 and Figure 1 below. For the “y” axis, the peak flow value is the variable of choice. As an additional analysis performed by H&A, not only the range of analysis is clearly depicted (10% of Q 2 to Q 10) but also all intermediate flows are shown (30% of Q 2, 50% of Q 2, Q 2, Q 3, Q 4, Q 5, Q 6, Q 7, Q 8 and Q 9) in order to demonstrate compliance at any range Q x – Q x+1. It must be pointed out that one of the limitations of both the SWMM and SDHM models is that the intermediate analysis is not performed (to obtain Q i from i = 2 to 10). H&A performed the analysis using the Cunnane Plotting Position Method (the preferred method in the HMP permit) from the “n” largest independent peak flows obtained from the continuous time series. 1 Otay Ranch Village 7 R-8 0.0%13.58 13.58 0.00 1 Otay Ranch Village Ranch 7 47.0%136.19 72.18 64.01 1 Detention Bain 1.5%2.96 2.91 0.04 1 Total Ex Basin 41.9%152.73 88.68 64.05 1-Direct Otay Ranch Village 7 R-8 48.0%13.82 7.19 6.63 1-Direct Otay Ranch Village Ranch 7 47.0%135.87 72.01 63.86 1-Direct Detention Bain 1.5%2.96 2.91 0.04 1-Total Total Ex Basin 46.2%152.65 82.11 70.54 Location (POC ID)% Imperviousness Pervious Area Otay Village 7, R-8, DMA Calculations Pre-Developed Condition POC Otay Village 7, R-8 - DMA Calculations Total AreaLocation (POC ID)POC Post-Developed Condition Impervious Area Pervious Area% Imperviousness Impervious Area Total Area L=3385 ft A=89.63 ac % Impervious 64.9% W=1190 ft US Elev=578 ft DS Elev=463 ft S=3.40% L=3385 ft A=89.63 ac % Impervious 65.1% W=1190 ft US Elev=578 ft DS Elev=463 ft S=3.40% L=3385 ft L=725 ft A=86.52 ac A=0.34 ac % Impervious 67.3%% Impervious 49.5% W=1190 ft W=675 ft US Elev=578 ft US Elev=561 ft DS Elev=463 ft DS Elev=540 ft S=3.40%S=2.90% L=800 ft A=2.85 ac % Impervious 78.0% W=155 ft US Elev=470 ft DS Elev=460 ft S=1.25% POC 2 -PR-UNMITIGATED (Access road developed) Watershed Parameters POC 2 -EX DMA 2 POC 2 -PR-MITIGATED (R-4, R-8 & Access road developed) Village 7 DMA 3 Flow Duration Curve Analysis, Plot & Table Figure 1 Peak Flow Frequency Curves - POC1 Peak Flow Frequency Summary Return Period Pre-project Qpeak (cfs) Post-project - Mitigated Q (cfs) Post-project - Mitigated Reduction Q (cfs) LF = 0.1xQ2 2.907 2.641 0.266 2-year 29.068 26.411 2.657 5-year 37.878 37.640 0.238 10-year 43.871 45.209 -1.338 R:\1601\Hyd\HMP\DR\POC 1 (Village 7)\1601-SWMM_Post Processing_POC 1 0.000 10.000 20.000 30.000 40.000 50.000 60.000 0 10 20 30 40 50 60 Pe a k F l o w i n c f s Return Period in Years Peak Flow Frequency Curves Pre-project Qpeak Post-project Unmitigated Qpeak Post-project Mitigated Qpeak Metropolitan Airpark J-15818-B 6/5/15 Basin600 Low-flow Threshold:10% 0.1xQ2 (Pre):2.941 cfs Q10 (Pre):44.379 cfs Ordinate #:100 Incremental Q (Pre):0.41439 cfs Total Hourly Data:495743 hours The proposed BMP:PASSED Interval Pre-project Flow (cfs)Pre-project Hours Pre-project % Time Exceeding Post-project Hours Post-project % Time Exceeding Percentage Pass/Fail 0 2.941 3017 6.09E-03 3088 6.23E-03 102%Pass 1 3.355 2649 5.34E-03 2629 5.30E-03 99%Pass 2 3.769 2319 4.68E-03 2299 4.64E-03 99%Pass 3 4.184 2052 4.14E-03 2048 4.13E-03 100%Pass 4 4.598 1847 3.73E-03 1844 3.72E-03 100%Pass 5 5.012 1678 3.38E-03 1669 3.37E-03 99%Pass 6 5.427 1510 3.05E-03 1523 3.07E-03 101%Pass 7 5.841 1387 2.80E-03 1403 2.83E-03 101%Pass 8 6.256 1274 2.57E-03 1302 2.63E-03 102%Pass 9 6.670 1183 2.39E-03 1209 2.44E-03 102%Pass 10 7.084 1080 2.18E-03 1087 2.19E-03 101%Pass 11 7.499 1001 2.02E-03 951 1.92E-03 95%Pass 12 7.913 924 1.86E-03 852 1.72E-03 92%Pass 13 8.328 844 1.70E-03 757 1.53E-03 90%Pass 14 8.742 791 1.60E-03 651 1.31E-03 82%Pass 15 9.156 726 1.46E-03 595 1.20E-03 82%Pass 16 9.571 682 1.38E-03 551 1.11E-03 81%Pass 17 9.985 638 1.29E-03 512 1.03E-03 80%Pass 18 10.399 605 1.22E-03 479 9.66E-04 79%Pass 19 10.814 564 1.14E-03 446 9.00E-04 79%Pass 20 11.228 525 1.06E-03 417 8.41E-04 79%Pass 21 11.643 483 9.74E-04 391 7.89E-04 81%Pass 22 12.057 448 9.04E-04 367 7.40E-04 82%Pass 23 12.471 419 8.45E-04 349 7.04E-04 83%Pass 24 12.886 391 7.89E-04 327 6.60E-04 84%Pass 25 13.300 369 7.44E-04 311 6.27E-04 84%Pass 26 13.715 346 6.98E-04 296 5.97E-04 86%Pass 27 14.129 326 6.58E-04 279 5.63E-04 86%Pass 28 14.543 304 6.13E-04 265 5.35E-04 87%Pass 29 14.958 290 5.85E-04 251 5.06E-04 87%Pass 30 15.372 273 5.51E-04 239 4.82E-04 88%Pass 31 15.786 260 5.24E-04 228 4.60E-04 88%Pass 32 16.201 246 4.96E-04 221 4.46E-04 90%Pass 33 16.615 227 4.58E-04 216 4.36E-04 95%Pass 34 17.030 217 4.38E-04 203 4.09E-04 94%Pass 35 17.444 207 4.18E-04 192 3.87E-04 93%Pass 36 17.858 203 4.09E-04 186 3.75E-04 92%Pass 37 18.273 197 3.97E-04 184 3.71E-04 93%Pass 38 18.687 193 3.89E-04 177 3.57E-04 92%Pass 39 19.102 180 3.63E-04 167 3.37E-04 93%Pass 40 19.516 171 3.45E-04 155 3.13E-04 91%Pass 41 19.930 163 3.29E-04 148 2.99E-04 91%Pass 42 20.345 147 2.97E-04 138 2.78E-04 94%Pass 43 20.759 141 2.84E-04 128 2.58E-04 91%Pass 44 21.174 133 2.68E-04 119 2.40E-04 89%Pass 45 21.588 125 2.52E-04 114 2.30E-04 91%Pass 46 22.002 117 2.36E-04 104 2.10E-04 89%Pass 47 22.417 112 2.26E-04 101 2.04E-04 90%Pass 48 22.831 109 2.20E-04 99 2.00E-04 91%Pass 49 23.245 103 2.08E-04 95 1.92E-04 92%Pass 50 23.660 101 2.04E-04 91 1.84E-04 90%Pass Metropolitan Airpark J-15818-B 6/5/15 Basin600 Interval Pre-project Flow (cfs)Pre-project Hours Pre-project % Time Exceeding Post-project Hours Post-project % Time Exceeding Percentage Pass/Fail 51 24.074 96 1.94E-04 89 1.80E-04 93%Pass 52 24.489 90 1.82E-04 85 1.71E-04 94%Pass 53 24.903 88 1.78E-04 81 1.63E-04 92%Pass 54 25.317 85 1.71E-04 76 1.53E-04 89%Pass 55 25.732 83 1.67E-04 76 1.53E-04 92%Pass 56 26.146 78 1.57E-04 71 1.43E-04 91%Pass 57 26.561 74 1.49E-04 68 1.37E-04 92%Pass 58 26.975 69 1.39E-04 66 1.33E-04 96%Pass 59 27.389 67 1.35E-04 62 1.25E-04 93%Pass 60 27.804 65 1.31E-04 58 1.17E-04 89%Pass 61 28.218 65 1.31E-04 56 1.13E-04 86%Pass 62 28.632 60 1.21E-04 52 1.05E-04 87%Pass 63 29.047 59 1.19E-04 51 1.03E-04 86%Pass 64 29.461 55 1.11E-04 48 9.68E-05 87%Pass 65 29.876 52 1.05E-04 42 8.47E-05 81%Pass 66 30.290 48 9.68E-05 41 8.27E-05 85%Pass 67 30.704 43 8.67E-05 40 8.07E-05 93%Pass 68 31.119 38 7.67E-05 37 7.46E-05 97%Pass 69 31.533 36 7.26E-05 33 6.66E-05 92%Pass 70 31.948 36 7.26E-05 32 6.45E-05 89%Pass 71 32.362 35 7.06E-05 31 6.25E-05 89%Pass 72 32.776 35 7.06E-05 30 6.05E-05 86%Pass 73 33.191 34 6.86E-05 29 5.85E-05 85%Pass 74 33.605 32 6.45E-05 24 4.84E-05 75%Pass 75 34.020 30 6.05E-05 24 4.84E-05 80%Pass 76 34.434 29 5.85E-05 24 4.84E-05 83%Pass 77 34.848 26 5.24E-05 22 4.44E-05 85%Pass 78 35.263 25 5.04E-05 22 4.44E-05 88%Pass 79 35.677 24 4.84E-05 19 3.83E-05 79%Pass 80 36.091 22 4.44E-05 18 3.63E-05 82%Pass 81 36.506 20 4.03E-05 18 3.63E-05 90%Pass 82 36.920 19 3.83E-05 17 3.43E-05 89%Pass 83 37.335 18 3.63E-05 17 3.43E-05 94%Pass 84 37.749 17 3.43E-05 14 2.82E-05 82%Pass 85 38.163 15 3.03E-05 13 2.62E-05 87%Pass 86 38.578 13 2.62E-05 13 2.62E-05 100%Pass 87 38.992 13 2.62E-05 12 2.42E-05 92%Pass 88 39.407 11 2.22E-05 11 2.22E-05 100%Pass 89 39.821 11 2.22E-05 10 2.02E-05 91%Pass 90 40.235 10 2.02E-05 9 1.82E-05 90%Pass 91 40.650 10 2.02E-05 9 1.82E-05 90%Pass 92 41.064 10 2.02E-05 9 1.82E-05 90%Pass 93 41.478 10 2.02E-05 8 1.61E-05 80%Pass 94 41.893 9 1.82E-05 8 1.61E-05 89%Pass 95 42.307 8 1.61E-05 8 1.61E-05 100%Pass 96 42.722 8 1.61E-05 7 1.41E-05 88%Pass 97 43.136 8 1.61E-05 6 1.21E-05 75%Pass 98 43.550 8 1.61E-05 6 1.21E-05 75%Pass 99 43.965 8 1.61E-05 6 1.21E-05 75%Pass 100 44.379 6 1.21E-05 6 1.21E-05 100%Pass 0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 1.0E-05 1.0E-04 1.0E-03 1.0E-02 Fl o w ( c f s ) % Time Exceeding Flow Duration Curve [Pre vs. Post (Mitigated)] Pre-project Q Post-project (Mitigated) Q Flow Duration Curve Analysis, Plot & Table Figure 2 Peak Flow Frequency Curves – POC2 Peak Flow Frequency Summary (POC 2) Return Period Pre-project Qpeak (cfs) Post-project - Unmitigated Q (R- 4 mass graded) (cfs) Post-project - Mitigated Q (R-4 developed) (cfs) Reduction Q (cfs) LF = 0.5xQ2 3.063 3.071 3.187 -0.124 2-year 30.632 30.706 31.867 -1.235 5-year 41.536 41.616 41.637 -0.101 10-year 51.299 51.385 51.617 -0.317 R:\1601\Hyd\HMP\TM\POC 2 (Village 8 West)\1601-SWMM_PostProcessing_POC2.xlsx 0.000 10.000 20.000 30.000 40.000 50.000 60.000 70.000 0 1 2 3 4 5 6 7 8 9 10 Pe a k F l o w i n c f s Return Period in Years Peak Flow Frequency Curves Pre-project Qpeak Post-project Unmitigated Qpeak Post-project Mitigated Qpeak Lower Flow Threshold:10% 0.1xQ2 (Pre):3.063 cfs Q10 (Pre):51.299 cfs # of Ordinates:100 Incremental Q (Pre):0.48236 cfs Total Hourly Data:495743 hours POC 2:PASSED Interval Pre-project Flow (cfs)Pre-project Hours Pre-project % Time Exceeding Post-project Hours Post-project % Time Exceeding Percentage Pass/Fail 0 3.063 3045 6.14E-03 3047 6.15E-03 100%Pass 1 3.546 2779 5.61E-03 2783 5.61E-03 100%Pass 2 4.028 2480 5.00E-03 2483 5.01E-03 100%Pass 3 4.510 2144 4.32E-03 2152 4.34E-03 100%Pass 4 4.993 1860 3.75E-03 1865 3.76E-03 100%Pass 5 5.475 1637 3.30E-03 1645 3.32E-03 100%Pass 6 5.957 1436 2.90E-03 1438 2.90E-03 100%Pass 7 6.440 1297 2.62E-03 1299 2.62E-03 100%Pass 8 6.922 1187 2.39E-03 1191 2.40E-03 100%Pass 9 7.404 1084 2.19E-03 1088 2.19E-03 100%Pass 10 7.887 1005 2.03E-03 1006 2.03E-03 100%Pass 11 8.369 941 1.90E-03 942 1.90E-03 100%Pass 12 8.852 831 1.68E-03 833 1.68E-03 100%Pass 13 9.334 758 1.53E-03 762 1.54E-03 101%Pass 14 9.816 698 1.41E-03 702 1.42E-03 101%Pass 15 10.299 631 1.27E-03 633 1.28E-03 100%Pass 16 10.781 576 1.16E-03 578 1.17E-03 100%Pass 17 11.263 522 1.05E-03 524 1.06E-03 100%Pass 18 11.746 478 9.64E-04 479 9.66E-04 100%Pass 19 12.228 452 9.12E-04 454 9.16E-04 100%Pass 20 12.710 426 8.59E-04 428 8.63E-04 100%Pass 21 13.193 382 7.71E-04 388 7.83E-04 102%Pass 22 13.675 354 7.14E-04 356 7.18E-04 101%Pass 23 14.157 340 6.86E-04 341 6.88E-04 100%Pass 24 14.640 318 6.41E-04 320 6.45E-04 101%Pass 25 15.122 291 5.87E-04 291 5.87E-04 100%Pass 26 15.605 264 5.33E-04 264 5.33E-04 100%Pass 27 16.087 248 5.00E-04 250 5.04E-04 101%Pass 28 16.569 228 4.60E-04 229 4.62E-04 100%Pass 29 17.052 210 4.24E-04 212 4.28E-04 101%Pass 30 17.534 190 3.83E-04 190 3.83E-04 100%Pass 31 18.016 178 3.59E-04 179 3.61E-04 101%Pass 32 18.499 163 3.29E-04 166 3.35E-04 102%Pass 33 18.981 146 2.95E-04 149 3.01E-04 102%Pass 34 19.463 138 2.78E-04 139 2.80E-04 101%Pass 35 19.946 133 2.68E-04 133 2.68E-04 100%Pass 36 20.428 127 2.56E-04 127 2.56E-04 100%Pass 37 20.911 120 2.42E-04 121 2.44E-04 101%Pass 38 21.393 108 2.18E-04 110 2.22E-04 102%Pass 39 21.875 100 2.02E-04 100 2.02E-04 100%Pass 40 22.358 94 1.90E-04 95 1.92E-04 101%Pass 41 22.840 89 1.80E-04 90 1.82E-04 101%Pass 42 23.322 81 1.63E-04 82 1.65E-04 101%Pass 43 23.805 75 1.51E-04 75 1.51E-04 100%Pass 44 24.287 73 1.47E-04 73 1.47E-04 100%Pass 45 24.769 66 1.33E-04 67 1.35E-04 102%Pass 46 25.252 64 1.29E-04 65 1.31E-04 102%Pass 47 25.734 59 1.19E-04 59 1.19E-04 100%Pass 48 26.216 55 1.11E-04 56 1.13E-04 102%Pass 49 26.699 52 1.05E-04 52 1.05E-04 100%Pass 50 27.181 48 9.68E-05 48 9.68E-05 100%Pass 51 27.664 46 9.28E-05 46 9.28E-05 100%Pass 52 28.146 42 8.47E-05 42 8.47E-05 100%Pass 53 28.628 40 8.07E-05 40 8.07E-05 100%Pass 54 29.111 39 7.87E-05 39 7.87E-05 100%Pass 55 29.593 38 7.67E-05 38 7.67E-05 100%Pass 56 30.075 36 7.26E-05 38 7.67E-05 106%Pass 57 30.558 32 6.45E-05 32 6.45E-05 100%Pass 58 31.040 31 6.25E-05 31 6.25E-05 100%Pass 59 31.522 30 6.05E-05 30 6.05E-05 100%Pass 60 32.005 29 5.85E-05 29 5.85E-05 100%Pass 61 32.487 28 5.65E-05 29 5.85E-05 104%Pass 62 32.970 27 5.45E-05 27 5.45E-05 100%Pass 63 33.452 24 4.84E-05 24 4.84E-05 100%Pass 64 33.934 24 4.84E-05 24 4.84E-05 100%Pass 65 34.417 22 4.44E-05 23 4.64E-05 105%Pass 66 34.899 21 4.24E-05 21 4.24E-05 100%Pass 67 35.381 21 4.24E-05 21 4.24E-05 100%Pass 68 35.864 20 4.03E-05 21 4.24E-05 105%Pass 69 36.346 19 3.83E-05 19 3.83E-05 100%Pass 70 36.828 19 3.83E-05 19 3.83E-05 100%Pass 71 37.311 19 3.83E-05 19 3.83E-05 100%Pass 72 37.793 19 3.83E-05 19 3.83E-05 100%Pass 73 38.275 18 3.63E-05 18 3.63E-05 100%Pass 74 38.758 17 3.43E-05 17 3.43E-05 100%Pass 75 39.240 17 3.43E-05 17 3.43E-05 100%Pass 76 39.723 16 3.23E-05 16 3.23E-05 100%Pass 77 40.205 16 3.23E-05 16 3.23E-05 100%Pass 78 40.687 13 2.62E-05 13 2.62E-05 100%Pass 79 41.170 13 2.62E-05 13 2.62E-05 100%Pass 80 41.652 12 2.42E-05 12 2.42E-05 100%Pass 81 42.134 11 2.22E-05 11 2.22E-05 100%Pass 82 42.617 10 2.02E-05 10 2.02E-05 100%Pass 83 43.099 10 2.02E-05 10 2.02E-05 100%Pass 84 43.581 9 1.82E-05 9 1.82E-05 100%Pass 85 44.064 9 1.82E-05 9 1.82E-05 100%Pass 86 44.546 9 1.82E-05 9 1.82E-05 100%Pass 87 45.029 9 1.82E-05 9 1.82E-05 100%Pass 88 45.511 9 1.82E-05 9 1.82E-05 100%Pass 89 45.993 8 1.61E-05 8 1.61E-05 100%Pass 90 46.476 8 1.61E-05 8 1.61E-05 100%Pass 91 46.958 8 1.61E-05 8 1.61E-05 100%Pass 92 47.440 8 1.61E-05 8 1.61E-05 100%Pass 93 47.923 8 1.61E-05 8 1.61E-05 100%Pass 94 48.405 8 1.61E-05 8 1.61E-05 100%Pass 95 48.887 7 1.41E-05 7 1.41E-05 100%Pass 96 49.370 7 1.41E-05 7 1.41E-05 100%Pass 97 49.852 7 1.41E-05 7 1.41E-05 100%Pass 98 50.334 7 1.41E-05 7 1.41E-05 100%Pass 99 50.817 7 1.41E-05 7 1.41E-05 100%Pass 100 51.299 5 1.01E-05 5 1.01E-05 100%Pass 0.000 10.000 20.000 30.000 40.000 50.000 60.000 1.0E-06 1.0E-05 1.0E-04 1.0E-03 1.0E-02 Fl o w ( c f s ) % Time Exceeding Flow Duration Curve [Pre vs. Post (Unmitigated)] Pre-project Q Post-project (Unmitigated) Q Metropolitan Airpark J-15818-B 6/5/15 Basin600 Low-flow Threshold:10% 0.1xQ2 (Pre):3.063 cfs Q10 (Pre):51.299 cfs Ordinate #:100 Incremental Q (Pre):0.48236 cfs Total Hourly Data:495743 hours The proposed BMP:PASSED Interval Pre-project Flow (cfs)Pre-project Hours Pre-project % Time Exceeding Post-project Hours Post-project % Time Exceeding Percentage Pass/Fail 0 3.063 3045 6.14E-03 3082 6.22E-03 101%Pass 1 3.546 2779 5.61E-03 2814 5.68E-03 101%Pass 2 4.028 2480 5.00E-03 2518 5.08E-03 102%Pass 3 4.510 2144 4.32E-03 2194 4.43E-03 102%Pass 4 4.993 1860 3.75E-03 1901 3.83E-03 102%Pass 5 5.475 1637 3.30E-03 1682 3.39E-03 103%Pass 6 5.957 1436 2.90E-03 1456 2.94E-03 101%Pass 7 6.440 1297 2.62E-03 1324 2.67E-03 102%Pass 8 6.922 1187 2.39E-03 1204 2.43E-03 101%Pass 9 7.404 1084 2.19E-03 1101 2.22E-03 102%Pass 10 7.887 1005 2.03E-03 1021 2.06E-03 102%Pass 11 8.369 941 1.90E-03 953 1.92E-03 101%Pass 12 8.852 831 1.68E-03 845 1.70E-03 102%Pass 13 9.334 758 1.53E-03 768 1.55E-03 101%Pass 14 9.816 698 1.41E-03 712 1.44E-03 102%Pass 15 10.299 631 1.27E-03 651 1.31E-03 103%Pass 16 10.781 576 1.16E-03 591 1.19E-03 103%Pass 17 11.263 522 1.05E-03 539 1.09E-03 103%Pass 18 11.746 478 9.64E-04 485 9.78E-04 101%Pass 19 12.228 452 9.12E-04 457 9.22E-04 101%Pass 20 12.710 426 8.59E-04 435 8.77E-04 102%Pass 21 13.193 382 7.71E-04 396 7.99E-04 104%Pass 22 13.675 354 7.14E-04 362 7.30E-04 102%Pass 23 14.157 340 6.86E-04 344 6.94E-04 101%Pass 24 14.640 318 6.41E-04 325 6.56E-04 102%Pass 25 15.122 291 5.87E-04 299 6.03E-04 103%Pass 26 15.605 264 5.33E-04 264 5.33E-04 100%Pass 27 16.087 248 5.00E-04 252 5.08E-04 102%Pass 28 16.569 228 4.60E-04 231 4.66E-04 101%Pass 29 17.052 210 4.24E-04 215 4.34E-04 102%Pass 30 17.534 190 3.83E-04 196 3.95E-04 103%Pass 31 18.016 178 3.59E-04 182 3.67E-04 102%Pass 32 18.499 163 3.29E-04 166 3.35E-04 102%Pass 33 18.981 146 2.95E-04 152 3.07E-04 104%Pass 34 19.463 138 2.78E-04 141 2.84E-04 102%Pass 35 19.946 133 2.68E-04 135 2.72E-04 102%Pass 36 20.428 127 2.56E-04 131 2.64E-04 103%Pass 37 20.911 120 2.42E-04 124 2.50E-04 103%Pass 38 21.393 108 2.18E-04 112 2.26E-04 104%Pass 39 21.875 100 2.02E-04 100 2.02E-04 100%Pass 40 22.358 94 1.90E-04 95 1.92E-04 101%Pass 41 22.840 89 1.80E-04 91 1.84E-04 102%Pass 42 23.322 81 1.63E-04 86 1.73E-04 106%Pass 43 23.805 75 1.51E-04 75 1.51E-04 100%Pass 44 24.287 73 1.47E-04 74 1.49E-04 101%Pass 45 24.769 66 1.33E-04 68 1.37E-04 103%Pass 46 25.252 64 1.29E-04 65 1.31E-04 102%Pass 47 25.734 59 1.19E-04 61 1.23E-04 103%Pass 48 26.216 55 1.11E-04 59 1.19E-04 107%Pass 49 26.699 52 1.05E-04 55 1.11E-04 106%Pass 50 27.181 48 9.68E-05 48 9.68E-05 100%Pass Metropolitan Airpark J-15818-B 6/5/15 Basin600 Interval Pre-project Flow (cfs)Pre-project Hours Pre-project % Time Exceeding Post-project Hours Post-project % Time Exceeding Percentage Pass/Fail 51 27.664 46 9.28E-05 47 9.48E-05 102%Pass 52 28.146 42 8.47E-05 44 8.88E-05 105%Pass 53 28.628 40 8.07E-05 41 8.27E-05 103%Pass 54 29.111 39 7.87E-05 40 8.07E-05 103%Pass 55 29.593 38 7.67E-05 39 7.87E-05 103%Pass 56 30.075 36 7.26E-05 37 7.46E-05 103%Pass 57 30.558 32 6.45E-05 34 6.86E-05 106%Pass 58 31.040 31 6.25E-05 32 6.45E-05 103%Pass 59 31.522 30 6.05E-05 31 6.25E-05 103%Pass 60 32.005 29 5.85E-05 30 6.05E-05 103%Pass 61 32.487 28 5.65E-05 30 6.05E-05 107%Pass 62 32.970 27 5.45E-05 28 5.65E-05 104%Pass 63 33.452 24 4.84E-05 25 5.04E-05 104%Pass 64 33.934 24 4.84E-05 24 4.84E-05 100%Pass 65 34.417 22 4.44E-05 22 4.44E-05 100%Pass 66 34.899 21 4.24E-05 21 4.24E-05 100%Pass 67 35.381 21 4.24E-05 21 4.24E-05 100%Pass 68 35.864 20 4.03E-05 20 4.03E-05 100%Pass 69 36.346 19 3.83E-05 19 3.83E-05 100%Pass 70 36.828 19 3.83E-05 19 3.83E-05 100%Pass 71 37.311 19 3.83E-05 19 3.83E-05 100%Pass 72 37.793 19 3.83E-05 19 3.83E-05 100%Pass 73 38.275 18 3.63E-05 19 3.83E-05 106%Pass 74 38.758 17 3.43E-05 17 3.43E-05 100%Pass 75 39.240 17 3.43E-05 17 3.43E-05 100%Pass 76 39.723 16 3.23E-05 17 3.43E-05 106%Pass 77 40.205 16 3.23E-05 16 3.23E-05 100%Pass 78 40.687 13 2.62E-05 14 2.82E-05 108%Pass 79 41.170 13 2.62E-05 13 2.62E-05 100%Pass 80 41.652 12 2.42E-05 12 2.42E-05 100%Pass 81 42.134 11 2.22E-05 11 2.22E-05 100%Pass 82 42.617 10 2.02E-05 10 2.02E-05 100%Pass 83 43.099 10 2.02E-05 10 2.02E-05 100%Pass 84 43.581 9 1.82E-05 9 1.82E-05 100%Pass 85 44.064 9 1.82E-05 9 1.82E-05 100%Pass 86 44.546 9 1.82E-05 9 1.82E-05 100%Pass 87 45.029 9 1.82E-05 9 1.82E-05 100%Pass 88 45.511 9 1.82E-05 9 1.82E-05 100%Pass 89 45.993 8 1.61E-05 8 1.61E-05 100%Pass 90 46.476 8 1.61E-05 8 1.61E-05 100%Pass 91 46.958 8 1.61E-05 8 1.61E-05 100%Pass 92 47.440 8 1.61E-05 8 1.61E-05 100%Pass 93 47.923 8 1.61E-05 8 1.61E-05 100%Pass 94 48.405 8 1.61E-05 8 1.61E-05 100%Pass 95 48.887 7 1.41E-05 7 1.41E-05 100%Pass 96 49.370 7 1.41E-05 7 1.41E-05 100%Pass 97 49.852 7 1.41E-05 7 1.41E-05 100%Pass 98 50.334 7 1.41E-05 7 1.41E-05 100%Pass 99 50.817 7 1.41E-05 7 1.41E-05 100%Pass 100 51.299 5 1.01E-05 5 1.01E-05 100%Pass 0.000 10.000 20.000 30.000 40.000 50.000 60.000 1.0E-06 1.0E-05 1.0E-04 1.0E-03 1.0E-02 Fl o w ( c f s ) % Time Exceeding Flow Duration Curve [Pre vs. Post (Mitigated)] Pre-project Q Post-project (Mitigated) Q III.ELEVATION VS DISCHARGE,ELEVATION VS AREA,DRAWDOWN, SWMM INPUT PARAMETER CALCULATIONS Elevation vs. Area For the flow diverted each respective receiving detention basin, a pond is used to route the hydrographs. The elevation vs area curve in the model is calculated in Excel and imported into the model. Elevation vs Discharge The total discharge peak flow data is imported from an Excel spreadsheet that calculated the elevation vs discharge of the outlet system for the basin. A detail of the orifice and riser structure is provided in Section 3 of this attachment. The stage- storage and stage-discharge calculations have been provided on the following pages. POC 1 Discharge vs Elevation Table 1 Orifice Stag diameter:30 "2 Orifice Stag diameter:12 "3 Orifice Stag diameter:18 "4 Orifice Stag diameter:24 "Emergency weir:8X8 Number:1 number of orif:0 Number:0 Number:0 Invert:10.90 ft Cg-low:0.61 Cg-middle:0.61 Cg-low:0.61 Cg-low:0.61 Area 64.00 sq ft 8' x 8' invert elev:0.00 ft invert elev:1.50 ft invert elev:3.00 ft invert elev:8.00 ft Circumference 32 ft h H/D-1 H/D-2 H/D-3 H/D-4 H/D-peak Qlow-orif Qlow-weir Qtot-1 Qmid-orif Qmid-weir Qtot-2 Qtop-orif Qtop-weir Qtot-3 Qtop-orif Qtop-weir Qtot-4 Q emergency Qtot Qtot w UD (ft)-----(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.05 0.02 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.015 0.015 0.10 0.04 0.00 0.00 0.00 0.00 0.00 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.057 0.057 0.15 0.06 0.00 0.00 0.00 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.125 0.125 0.20 0.08 0.00 0.00 0.00 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.219 0.219 0.25 0.10 0.00 0.00 0.00 0.00 0.00 0.34 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.339 0.339 0.30 0.12 0.00 0.00 0.00 0.00 0.00 0.48 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.484 0.484 0.35 0.14 0.00 0.00 0.00 0.00 0.00 0.65 0.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.654 0.654 0.40 0.16 0.00 0.00 0.00 0.00 0.00 0.85 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.849 0.849 0.45 0.18 0.00 0.00 0.00 0.00 0.00 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.069 1.069 0.50 0.20 0.00 0.00 0.00 0.00 0.00 1.31 1.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.312 1.312 0.55 0.22 0.00 0.00 0.00 0.00 0.00 1.58 1.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.579 1.579 0.60 0.24 0.00 0.00 0.00 0.00 0.00 1.87 1.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.869 1.869 0.65 0.26 0.00 0.00 0.00 0.00 0.00 2.18 2.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.182 2.182 0.70 0.28 0.00 0.00 0.00 0.00 0.00 2.52 2.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.518 2.518 0.75 0.30 0.00 0.00 0.00 0.00 0.00 2.88 2.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.876 2.876 0.80 0.32 0.00 0.00 0.00 0.00 1.86 3.26 3.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.255 3.255 0.85 0.34 0.00 0.00 0.00 0.00 0.00 3.66 3.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.656 3.656 0.90 0.36 0.00 0.00 0.00 0.00 0.00 4.08 4.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.078 4.078 0.95 0.38 0.00 0.00 0.00 0.00 0.00 4.52 4.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.520 4.520 1.00 0.40 0.00 0.00 0.00 0.00 0.00 4.98 4.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.982 4.982 1.05 0.42 0.00 0.00 0.00 0.00 0.00 5.46 5.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.463 5.463 1.10 0.44 0.00 0.00 0.00 0.00 0.00 5.96 5.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.964 5.964 1.15 0.46 0.00 0.00 0.00 0.00 0.00 6.48 6.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.483 6.483 1.20 0.48 0.00 0.00 0.00 0.00 0.00 7.02 7.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.020 7.020 1.25 0.50 0.00 0.00 0.00 0.00 0.00 7.57 7.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.575 7.575 1.30 0.52 0.00 0.00 0.00 0.00 5.37 8.15 8.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.147 8.147 1.35 0.54 0.00 0.00 0.00 0.00 7.60 8.74 8.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.735 8.735 1.40 0.56 0.00 0.00 0.00 0.00 9.31 9.34 9.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.340 9.340 1.45 0.58 0.00 0.00 0.00 0.00 10.75 9.96 9.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.960 9.960 1.50 0.60 0.00 0.00 0.00 0.00 12.01 10.60 10.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.596 10.596 1.55 0.62 0.05 0.00 0.00 0.00 13.16 11.25 11.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.246 11.246 1.60 0.64 0.10 0.00 0.00 0.00 14.22 11.91 11.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.910 11.910 1.65 0.66 0.15 0.00 0.00 0.00 15.20 12.59 12.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.588 12.588 1.70 0.68 0.20 0.00 0.00 0.00 16.12 13.28 13.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.279 13.279 1.75 0.70 0.25 0.00 0.00 0.00 16.99 13.98 13.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.982 13.982 1.80 0.72 0.30 0.00 0.00 0.00 17.82 14.70 14.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.698 14.698 1.85 0.74 0.35 0.00 0.00 0.00 18.61 15.42 15.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.424 15.424 1.90 0.76 0.40 0.00 0.00 0.00 19.37 16.16 16.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.162 16.162 1.95 0.78 0.45 0.00 0.00 0.00 20.10 16.91 16.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.910 16.910 2.00 0.80 0.50 0.00 0.00 0.00 20.81 17.67 17.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.668 17.668 2.05 0.82 0.55 0.00 0.00 0.00 21.49 18.44 18.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.435 18.435 2.10 0.84 0.60 0.00 0.00 0.00 22.15 19.21 19.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.211 19.211 2.15 0.86 0.65 0.00 0.00 0.00 22.80 20.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.995 19.995 2.20 0.88 0.70 0.00 0.00 0.00 23.42 20.79 20.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.787 20.787 2.25 0.90 0.75 0.00 0.00 0.00 24.03 21.59 21.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.586 21.586 2.30 0.92 0.80 0.00 0.00 0.00 24.62 22.39 22.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.391 22.391 2.35 0.94 0.85 0.00 0.00 0.00 25.20 23.20 23.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.203 23.203 2.40 0.96 0.90 0.00 0.00 0.00 25.77 24.02 24.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.020 24.020 2.45 0.98 0.95 0.00 0.00 0.00 26.32 24.84 24.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.842 24.842 2.50 1.00 1.00 0.00 0.00 0.00 26.87 25.67 25.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.668 25.668 2.55 1.02 1.05 0.00 0.00 0.00 27.40 26.50 26.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.498 26.498 2.60 1.04 1.10 0.00 0.00 0.00 27.92 27.33 27.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.331 27.331 2.65 1.06 1.15 0.00 0.00 0.00 28.43 28.17 28.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.167 28.167 2.70 1.08 1.20 0.00 0.00 0.00 28.94 29.01 29.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.005 29.005 2.75 1.10 1.25 0.00 0.00 0.00 29.43 29.85 29.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.430 29.430 2.80 1.12 1.30 0.00 0.00 0.00 29.92 30.69 29.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.916 29.916 2.85 1.14 1.35 0.00 0.00 0.00 30.40 31.53 30.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.395 30.395 2.90 1.16 1.40 0.00 0.00 0.00 30.87 32.37 30.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.866 30.866 2.95 1.18 1.45 0.00 0.00 0.00 31.33 33.21 31.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.330 31.330 3.00 1.20 1.50 0.00 0.00 0.00 31.79 34.05 31.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.788 31.788 3.05 1.22 1.55 0.03 0.00 0.00 32.24 34.89 32.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.239 32.239 3.10 1.24 1.60 0.07 0.00 0.00 32.68 35.73 32.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.683 32.683 3.15 1.26 1.65 0.10 0.00 0.00 33.12 36.56 33.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.122 33.122 3.20 1.28 1.70 0.13 0.00 0.00 33.56 37.39 33.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.555 33.555 3.25 1.30 1.75 0.17 0.00 0.00 33.98 38.22 33.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.983 33.983 3.30 1.32 1.80 0.20 0.00 0.00 34.40 39.05 34.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.405 34.405 3.35 1.34 1.85 0.23 0.00 0.00 34.82 39.86 34.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.822 34.822 3.40 1.36 1.90 0.27 0.00 0.00 35.23 40.68 35.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.234 35.234 3.45 1.38 1.95 0.30 0.00 0.00 35.64 41.49 35.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.641 35.641 3.50 1.40 2.00 0.33 0.00 0.00 36.04 42.29 36.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.044 36.044 3.55 1.42 2.05 0.37 0.00 0.00 36.44 43.09 36.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.442 36.442 3.60 1.44 2.10 0.40 0.00 0.00 36.84 43.88 36.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.836 36.836 3.65 1.46 2.15 0.43 0.00 0.00 37.23 44.66 37.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.226 37.226 3.70 1.48 2.20 0.47 0.00 0.00 37.61 45.44 37.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.612 37.612 3.75 1.50 2.25 0.50 0.00 0.00 37.99 46.21 37.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.994 37.994 3.80 1.52 2.30 0.53 0.00 0.00 38.37 46.97 38.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.372 38.372 3.85 1.54 2.35 0.57 0.00 0.00 38.75 47.72 38.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.746 38.746 3.90 1.56 2.40 0.60 0.00 0.00 39.12 48.46 39.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.117 39.117 3.95 1.58 2.45 0.63 0.00 0.00 39.48 49.19 39.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.484 39.484 4.00 1.60 2.50 0.67 0.00 0.00 39.85 49.91 39.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.848 39.848 4.05 1.62 2.55 0.70 0.00 0.00 40.21 50.62 40.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.209 40.209 4.10 1.64 2.60 0.73 0.00 0.00 40.57 51.33 40.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.566 40.566 4.15 1.66 2.65 0.77 0.00 0.00 40.92 52.02 40.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.921 40.921 4.20 1.68 2.70 0.80 0.00 0.00 41.27 52.69 41.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.272 41.272 4.25 1.70 2.75 0.83 0.00 0.00 41.62 53.36 41.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.620 41.620 4.30 1.72 2.80 0.87 0.00 0.00 41.97 54.02 41.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.966 41.966 4.35 1.74 2.85 0.90 0.00 0.00 42.31 54.66 42.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.308 42.308 4.40 1.76 2.90 0.93 0.00 0.00 42.65 55.29 42.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.648 42.648 4.45 1.78 2.95 0.97 0.00 0.00 42.99 55.91 42.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.985 42.985 4.50 1.80 3.00 1.00 0.00 0.00 43.32 56.51 43.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.320 43.320 4.55 1.82 3.05 1.03 0.00 0.00 43.65 57.10 43.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.652 43.652 4.60 1.84 3.10 1.07 0.00 0.00 43.98 57.68 43.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.981 43.981 4.65 1.86 3.15 1.10 0.00 0.00 44.31 58.25 44.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.308 44.308 4.70 1.88 3.20 1.13 0.00 0.00 44.63 58.80 44.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.633 44.633 4.75 1.90 3.25 1.17 0.00 0.00 44.95 59.33 44.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.955 44.955 4.80 1.92 3.30 1.20 0.00 0.00 45.27 59.86 45.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.275 45.275 4.85 1.94 3.35 1.23 0.00 0.00 45.59 60.36 45.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.593 45.593 4.90 1.96 3.40 1.27 0.00 0.00 45.91 60.86 45.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.908 45.908 4.95 1.98 3.45 1.30 0.00 0.00 46.22 61.34 46.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46.221 46.221 5.00 2.00 3.50 1.33 0.00 0.00 46.53 61.80 46.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46.533 46.533 5.05 2.02 3.55 1.37 0.00 0.00 46.84 62.25 46.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46.842 46.842 5.10 2.04 3.60 1.40 0.00 0.00 47.15 62.68 47.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47.149 47.149 5.15 2.06 3.65 1.43 0.00 0.00 47.45 63.10 47.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47.454 47.454 5.20 2.08 3.70 1.47 0.00 0.00 47.76 63.51 47.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47.757 47.757 5.25 2.10 3.75 1.50 0.00 0.00 48.06 63.90 48.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.059 48.059 5.30 2.12 3.80 1.53 0.00 0.00 48.36 64.27 48.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.358 48.358 5.35 2.14 3.85 1.57 0.00 0.00 48.66 64.63 48.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.656 48.656 5.40 2.16 3.90 1.60 0.00 0.00 48.95 64.98 48.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.952 48.952 5.45 2.18 3.95 1.63 0.00 0.00 49.25 65.31 49.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.246 49.246 5.50 2.20 4.00 1.67 0.00 0.00 49.54 65.62 49.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.538 49.538 5.55 2.22 4.05 1.70 0.00 0.00 49.83 65.92 49.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.828 49.828 5.60 2.24 4.10 1.73 0.00 0.00 50.12 66.21 50.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.117 50.117 5.65 2.26 4.15 1.77 0.00 0.00 50.40 66.48 50.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.404 50.404 5.70 2.28 4.20 1.80 0.00 0.00 50.69 66.74 50.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.690 50.690 5.75 2.30 4.25 1.83 0.00 0.00 50.97 66.98 50.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.974 50.974 Otay Village 7 R-8, Ex Basin 0.20 0.08 0.00 0.00 0.00 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.219 0.219 0.25 0.10 0.00 0.00 0.00 0.00 0.00 0.34 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.339 0.339 5.80 2.32 4.30 1.87 0.00 0.00 51.26 67.21 51.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.256 51.256 5.85 2.34 4.35 1.90 0.00 0.00 51.54 67.43 51.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.537 51.537 5.90 2.36 4.40 1.93 0.00 0.00 51.82 67.63 51.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.817 51.817 5.95 2.38 4.45 1.97 0.00 0.00 52.09 67.82 52.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.094 52.094 6.00 2.40 4.50 2.00 0.00 0.00 52.37 67.99 52.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.371 52.371 6.05 2.42 4.55 2.03 0.00 0.00 52.65 68.16 52.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.646 52.646 6.10 2.44 4.60 2.07 0.00 0.00 52.92 68.31 52.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.919 52.919 6.15 2.46 4.65 2.10 0.00 0.00 53.19 68.45 53.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.191 53.191 6.20 2.48 4.70 2.13 0.00 0.00 53.46 68.58 53.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.462 53.462 6.25 2.50 4.75 2.17 0.00 0.00 53.73 68.70 53.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.731 53.731 6.30 2.52 4.80 2.20 0.00 0.00 54.00 68.80 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.999 53.999 6.35 2.54 4.85 2.23 0.00 0.00 54.27 68.90 54.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.266 54.266 6.40 2.56 4.90 2.27 0.00 0.00 54.53 68.99 54.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.531 54.531 6.45 2.58 4.95 2.30 0.00 0.00 54.80 69.06 54.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.795 54.795 6.50 2.60 5.00 2.33 0.00 0.00 55.06 69.13 55.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.058 55.058 6.55 2.62 5.05 2.37 0.00 0.00 55.32 69.19 55.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.320 55.320 6.60 2.64 5.10 2.40 0.00 0.00 55.58 69.25 55.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.580 55.580 6.65 2.66 5.15 2.43 0.00 0.00 55.84 69.29 55.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.839 55.839 6.70 2.68 5.20 2.47 0.00 0.00 56.10 69.34 56.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.097 56.097 6.75 2.70 5.25 2.50 0.00 0.00 56.35 69.37 56.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.354 56.354 6.80 2.72 5.30 2.53 0.00 0.00 56.61 69.40 56.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.609 56.609 6.85 2.74 5.35 2.57 0.00 0.00 56.86 69.43 56.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.864 56.864 6.90 2.76 5.40 2.60 0.00 0.00 57.12 69.45 57.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.117 57.117 6.95 2.78 5.45 2.63 0.00 0.00 57.37 69.47 57.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.369 57.369 7.00 2.80 5.50 2.67 0.00 0.00 57.62 69.49 57.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.620 57.620 7.05 2.82 5.55 2.70 0.00 0.00 57.87 69.50 57.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.870 57.870 7.10 2.84 5.60 2.73 0.00 0.00 58.12 69.52 58.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.119 58.119 7.15 2.86 5.65 2.77 0.00 0.00 58.37 69.54 58.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.367 58.367 7.20 2.88 5.70 2.80 0.00 0.00 58.61 69.55 58.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.614 58.614 7.25 2.90 5.75 2.83 0.00 0.00 58.86 69.58 58.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.860 58.860 7.30 2.92 5.80 2.87 0.00 0.00 59.10 69.60 59.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.104 59.104 7.35 2.94 5.85 2.90 0.00 0.00 59.35 69.63 59.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.348 59.348 7.40 2.96 5.90 2.93 0.00 0.00 59.59 69.66 59.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.591 59.591 7.45 2.98 5.95 2.97 0.00 0.00 59.83 69.71 59.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.833 59.833 7.50 3.00 6.00 3.00 0.00 0.00 60.07 69.76 60.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.073 60.073 7.55 3.02 6.05 3.03 0.00 0.00 60.31 69.81 60.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.313 60.313 7.60 3.04 6.10 3.07 0.00 0.00 60.55 69.88 60.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.552 60.552 7.65 3.06 6.15 3.10 0.00 0.00 60.79 69.96 60.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.790 60.790 7.70 3.08 6.20 3.13 0.00 0.00 61.03 70.05 61.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.027 61.027 7.75 3.10 6.25 3.17 0.00 0.00 61.26 70.16 61.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.263 61.263 7.80 3.12 6.30 3.20 0.00 0.00 61.50 70.28 61.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.498 61.498 7.85 3.14 6.35 3.23 0.00 0.00 61.73 70.42 61.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.733 61.733 7.90 3.16 6.40 3.27 0.00 0.00 61.97 70.57 61.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.966 61.966 7.95 3.18 6.45 3.30 0.00 0.00 62.20 70.75 62.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.199 62.199 8.00 3.20 6.50 3.33 0.00 0.00 62.43 70.94 62.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.430 62.430 8.05 3.22 6.55 3.37 0.02 0.00 62.66 71.16 62.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.661 62.661 8.10 3.24 6.60 3.40 0.05 0.00 62.89 71.40 62.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.891 62.891 8.15 3.26 6.65 3.43 0.07 0.00 63.12 71.67 63.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.120 63.120 8.20 3.28 6.70 3.47 0.10 0.00 63.35 71.96 63.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.348 63.348 8.25 3.30 6.75 3.50 0.12 0.00 63.58 72.28 63.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.576 63.576 8.30 3.32 6.80 3.53 0.15 0.00 63.80 72.63 63.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.802 63.802 8.35 3.34 6.85 3.57 0.17 0.00 64.03 73.01 64.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.028 64.028 8.40 3.36 6.90 3.60 0.20 0.00 64.25 73.43 64.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.253 64.253 8.45 3.38 6.95 3.63 0.22 0.00 64.48 73.88 64.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.478 64.478 8.50 3.40 7.00 3.67 0.25 0.00 64.70 74.36 64.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.701 64.701 8.55 3.42 7.05 3.70 0.27 0.00 64.92 74.89 64.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.924 64.924 8.60 3.44 7.10 3.73 0.30 0.00 65.15 75.46 65.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65.146 65.146 8.65 3.46 7.15 3.77 0.32 0.00 65.37 76.07 65.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65.367 65.367 8.70 3.48 7.20 3.80 0.35 0.00 65.59 76.72 65.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65.587 65.587 8.75 3.50 7.25 3.83 0.37 0.00 65.81 77.42 65.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65.807 65.807 8.80 3.52 7.30 3.87 0.40 0.00 66.03 78.17 66.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.026 66.026 8.85 3.54 7.35 3.90 0.42 0.00 66.24 78.97 66.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.244 66.244 8.90 3.56 7.40 3.93 0.45 0.00 66.46 79.82 66.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.462 66.462 8.95 3.58 7.45 3.97 0.47 0.00 66.68 80.73 66.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.679 66.679 9.00 3.60 7.50 4.00 0.50 0.00 66.89 81.69 66.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.895 66.895 9.05 3.62 7.55 4.03 0.52 0.00 67.11 82.71 67.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.110 67.110 9.10 3.64 7.60 4.07 0.55 0.00 67.33 83.80 67.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.325 67.325 9.15 3.66 7.65 4.10 0.57 0.00 67.54 84.95 67.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.539 67.539 9.20 3.68 7.70 4.13 0.60 0.00 67.75 86.16 67.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.753 67.753 9.25 3.70 7.75 4.17 0.62 0.00 67.97 87.44 67.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.965 67.965 9.30 3.72 7.80 4.20 0.65 0.00 68.18 88.80 68.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.177 68.177 9.35 3.74 7.85 4.23 0.67 0.00 68.39 90.22 68.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.389 68.389 9.40 3.76 7.90 4.27 0.70 0.00 68.60 91.73 68.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.600 68.600 9.45 3.78 7.95 4.30 0.73 0.00 68.81 93.31 68.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.810 68.810 9.50 3.80 8.00 4.33 0.75 0.00 69.02 94.97 69.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.019 69.019 9.55 3.82 8.05 4.37 0.78 0.00 69.23 96.72 69.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.228 69.228 9.60 3.84 8.10 4.40 0.80 0.00 69.44 98.55 69.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.436 69.436 9.65 3.86 8.15 4.43 0.83 0.00 69.64 100.48 69.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.644 69.644 9.70 3.88 8.20 4.47 0.85 0.00 69.85 102.49 69.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.851 69.851 9.75 3.90 8.25 4.50 0.88 0.00 70.06 104.60 70.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.057 70.057 9.80 3.92 8.30 4.53 0.90 0.00 70.26 106.81 70.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.263 70.263 9.85 3.94 8.35 4.57 0.93 0.00 70.47 109.12 70.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.468 70.468 9.90 3.96 8.40 4.60 0.95 0.00 70.67 111.53 70.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.673 70.673 9.95 3.98 8.45 4.63 0.98 0.00 70.88 114.05 70.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.877 70.877 10.00 4.00 8.50 4.67 1.00 0.00 71.08 116.67 71.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.080 71.080 10.05 4.02 8.55 4.70 1.03 0.00 71.28 119.42 71.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.283 71.283 10.10 4.04 8.60 4.73 1.05 0.00 71.48 122.27 71.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.485 71.485 10.15 4.06 8.65 4.77 1.08 0.00 71.69 125.25 71.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.687 71.687 10.20 4.08 8.70 4.80 1.10 0.00 71.89 128.35 71.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.888 71.888 10.25 4.10 8.75 4.83 1.13 0.00 72.09 131.57 72.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.088 72.088 10.30 4.12 8.80 4.87 1.15 0.00 72.29 134.93 72.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.288 72.288 10.35 4.14 8.85 4.90 1.18 0.00 72.49 138.41 72.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.488 72.488 10.40 4.16 8.90 4.93 1.20 0.00 72.69 142.04 72.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.686 72.686 10.45 4.18 8.95 4.97 1.23 0.00 72.88 145.80 72.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 72.885 72.885 10.50 4.20 9.00 5.00 1.25 0.00 73.08 149.70 73.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.083 73.083 10.55 4.22 9.05 5.03 1.28 0.00 73.28 153.76 73.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.280 73.280 10.60 4.24 9.10 5.07 1.30 0.00 73.48 157.96 73.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.477 73.477 10.65 4.26 9.15 5.10 1.33 0.00 73.67 162.31 73.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.673 73.673 10.70 4.28 9.20 5.13 1.35 0.00 73.87 166.83 73.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.868 73.868 10.75 4.30 9.25 5.17 1.38 0.00 74.06 171.50 74.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.064 74.064 10.80 4.32 9.30 5.20 1.40 0.00 74.26 176.34 74.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.258 74.258 10.85 4.34 9.35 5.23 1.43 0.00 74.45 181.35 74.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.452 74.452 10.90 4.36 9.40 5.27 1.45 0.00 74.65 186.54 74.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.646 74.646 10.95 4.38 9.45 5.30 1.48 0.01 74.84 191.90 74.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.38 77.222 77.222 11.00 4.40 9.50 5.33 1.50 0.02 75.03 197.44 75.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.74 81.771 81.771 11.05 4.42 9.55 5.37 1.53 0.03 75.22 203.17 75.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.38 87.605 87.605 11.10 4.44 9.60 5.40 1.55 0.04 75.42 209.08 75.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.06 94.478 94.478 11.15 4.46 9.65 5.43 1.58 0.05 75.61 215.20 75.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.64 102.247 102.247 11.20 4.48 9.70 5.47 1.60 0.06 75.80 221.50 75.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.02 110.817 110.817 11.25 4.50 9.75 5.50 1.63 0.07 75.99 228.02 75.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.13 120.117 120.117 11.30 4.52 9.80 5.53 1.65 0.08 76.18 234.74 76.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.92 130.093 130.093 11.35 4.54 9.85 5.57 1.68 0.08 76.37 241.66 76.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.33 140.701 140.701 11.40 4.56 9.90 5.60 1.70 0.09 76.56 248.81 76.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.35 151.905 151.905 11.45 4.58 9.95 5.63 1.73 0.10 76.74 256.18 76.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.93 163.673 163.673 11.50 4.60 10.00 5.67 1.75 0.11 76.93 263.77 76.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.05 175.981 175.981 11.55 4.62 10.05 5.70 1.78 0.12 77.12 271.59 77.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111.68 188.804 188.804 11.60 4.64 10.10 5.73 1.80 0.13 77.31 279.64 77.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 124.82 202.122 202.122 11.65 4.66 10.15 5.77 1.83 0.14 77.49 287.94 77.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 138.43 215.918 215.918 11.70 4.68 10.20 5.80 1.85 0.15 77.68 296.47 77.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.50 230.175 230.175 11.75 4.70 10.25 5.83 1.88 0.16 77.86 305.26 77.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 167.01 244.878 244.878 11.80 4.72 10.30 5.87 1.90 0.17 78.05 314.30 78.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181.97 260.014 260.014 11.85 4.74 10.35 5.90 1.93 0.18 78.23 323.60 78.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.34 275.572 275.572 11.90 4.76 10.40 5.93 1.95 0.19 78.42 333.16 78.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 213.12 291.538 291.538 0.20 0.08 0.00 0.00 0.00 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.219 0.219 0.25 0.10 0.00 0.00 0.00 0.00 0.00 0.34 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.339 0.339 11.95 4.78 10.45 5.97 1.98 0.20 78.60 343.00 78.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 229.30 307.904 307.904 12.00 4.80 10.50 6.00 2.00 0.21 78.79 353.10 78.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 245.87 324.660 324.660 12.05 4.82 10.55 6.03 2.03 0.22 78.97 363.49 78.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 262.83 341.796 341.796 12.10 4.84 10.60 6.07 2.05 0.23 79.15 374.16 79.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.15 359.305 359.305 12.15 4.86 10.65 6.10 2.08 0.23 79.33 385.12 79.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.84 377.178 377.178 12.20 4.88 10.70 6.13 2.10 0.24 79.52 396.37 79.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 315.89 395.408 395.408 12.25 4.90 10.75 6.17 2.13 0.25 79.70 407.93 79.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 334.29 413.988 413.988 12.30 4.92 10.80 6.20 2.15 0.26 79.88 419.79 79.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 353.03 432.911 432.911 12.35 4.94 10.85 6.23 2.18 0.27 80.06 431.97 80.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 372.11 452.172 452.172 12.40 4.96 10.90 6.27 2.20 0.28 80.24 444.46 80.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 383.71 463.944 463.944 12.45 4.98 10.95 6.30 2.23 0.29 80.42 457.28 80.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 390.05 470.466 470.466 12.50 5.00 11.00 6.33 2.25 0.30 80.60 470.43 80.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 396.29 476.887 476.887 12.55 5.02 11.05 6.37 2.28 0.31 80.78 483.91 80.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 402.43 483.210 483.210 12.60 5.04 11.10 6.40 2.30 0.32 80.95 497.73 80.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 408.49 489.440 489.440 12.65 5.06 11.15 6.43 2.33 0.33 81.13 511.90 81.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 414.45 495.582 495.582 12.70 5.08 11.20 6.47 2.35 0.34 81.31 526.42 81.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 420.33 501.639 501.639 12.75 5.10 11.25 6.50 2.38 0.35 81.49 541.30 81.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 426.13 507.614 507.614 12.80 5.12 11.30 6.53 2.40 0.36 81.66 556.55 81.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.85 513.511 513.511 12.85 5.14 11.35 6.57 2.43 0.37 81.84 572.17 81.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 437.49 519.333 519.333 12.90 5.16 11.40 6.60 2.45 0.38 82.02 588.16 82.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 443.07 525.083 525.083 12.95 5.18 11.45 6.63 2.48 0.38 82.19 604.54 82.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 448.57 530.763 530.763 13.00 5.20 11.50 6.67 2.50 0.39 82.37 621.31 82.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 454.01 536.375 536.375 13.05 5.22 11.55 6.70 2.53 0.40 82.54 638.48 82.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 459.38 541.924 541.924 13.10 5.24 11.60 6.73 2.55 0.41 82.72 656.05 82.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 464.69 547.409 547.409 13.15 5.26 11.65 6.77 2.58 0.42 82.89 674.04 82.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 469.94 552.834 552.834 13.20 5.28 11.70 6.80 2.60 0.43 83.07 692.44 83.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 475.13 558.201 558.201 13.25 5.30 11.75 6.83 2.63 0.44 83.24 711.26 83.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 480.27 563.512 563.512 13.30 5.32 11.80 6.87 2.65 0.45 83.41 730.51 83.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 485.35 568.767 568.767 13.35 5.34 11.85 6.90 2.68 0.46 83.59 750.20 83.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.38 573.970 573.970 13.40 5.36 11.90 6.93 2.70 0.47 83.76 770.34 83.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 495.36 579.121 579.121 13.45 5.38 11.95 6.97 2.73 0.48 83.93 790.92 83.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500.29 584.222 584.222 13.50 5.40 12.00 7.00 2.75 0.49 84.10 811.97 84.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 505.17 589.275 589.275 13.55 5.42 12.05 7.03 2.78 0.50 84.27 833.48 84.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 510.01 594.281 594.281 13.60 5.44 12.10 7.07 2.80 0.51 84.45 855.46 84.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 514.80 599.241 599.241 13.65 5.46 12.15 7.10 2.83 0.52 84.62 877.93 84.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.54 604.156 604.156 13.70 5.48 12.20 7.13 2.85 0.53 84.79 900.88 84.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 524.24 609.029 609.029 13.75 5.50 12.25 7.17 2.88 0.53 84.96 924.33 84.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 528.90 613.859 613.859 13.80 5.52 12.30 7.20 2.90 0.54 85.13 948.27 85.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 533.52 618.648 618.648 13.85 5.54 12.35 7.23 2.93 0.55 85.30 972.73 85.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 538.10 623.397 623.397 13.90 5.56 12.40 7.27 2.95 0.56 85.46 997.71 85.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 542.64 628.107 628.107 Depth (ft) Area (sqft) 0.00 17535 0.05 17647 0.10 17758 0.15 17870 0.20 17982 0.25 18093 0.30 18205 0.35 18317 0.40 18428 0.45 18540 0.50 18651 0.55 18763 0.60 18875 0.65 18986 0.70 19098 0.75 19210 0.80 19321 0.85 19433 0.90 19545 0.95 19656 1.00 19768 1.05 19873 1.10 19979 1.15 20085 1.20 20190 1.25 20296 1.30 20401 1.35 20507 1.40 20613 1.45 20718 1.50 20824 1.55 20929 1.60 21035 1.65 21140 1.70 21246 1.75 21352 1.80 21457 1.85 21563 1.90 21668 1.95 21774 2.00 21880 2.05 21991 Ex Detention Bain Otay Ranch Village 7 R-8 / Stage Storage Depth (ft) Area (sqft) 2.10 22102 2.15 22213 2.20 22325 2.25 22436 2.30 22547 2.35 22659 2.40 22770 2.45 22881 2.50 22993 2.55 23104 2.60 23215 2.65 23326 2.70 23438 2.75 23549 2.80 23660 2.85 23772 2.90 23883 2.95 23994 3.00 24106 3.05 24215 3.10 24325 3.15 24435 3.20 24545 3.25 24655 3.30 24765 3.35 24875 3.40 24985 3.45 25095 3.50 25205 3.55 25315 3.60 25425 3.65 25535 3.70 25645 3.75 25755 3.80 25865 3.85 25975 3.90 26085 3.95 26195 4.00 26305 4.05 26420 4.10 26536 4.15 26652 4.20 26768 4.25 26883 4.30 26999 Depth (ft) Area (sqft) 4.35 27115 4.40 27230 4.45 27346 4.50 27462 4.55 27578 4.60 27693 4.65 27809 4.70 27925 4.75 28040 4.80 28156 4.85 28272 4.90 28388 4.95 28503 5.00 28619 5.05 28739 5.10 28860 5.15 28980 5.20 29101 5.25 29221 5.30 29342 5.35 29462 5.40 29582 5.45 29703 5.50 29823 5.55 29944 5.60 30064 5.65 30184 5.70 30305 5.75 30425 5.80 30546 5.85 30666 5.90 30787 5.95 30907 6.00 31027 6.05 31160 6.10 31292 6.15 31424 6.20 31557 6.25 31689 6.30 31821 6.35 31954 6.40 32086 6.45 32219 6.50 32351 6.55 32483 Depth (ft) Area (sqft) 6.60 32616 6.65 32748 6.70 32880 6.75 33013 6.80 33145 6.85 33277 6.90 33410 6.95 33542 7.00 33674 7.05 33810 7.10 33945 7.15 34081 7.20 34216 7.25 34352 7.30 34487 7.35 34623 7.40 34758 7.45 34894 7.50 35029 7.55 35165 7.60 35300 7.65 35436 7.70 35571 7.75 35707 7.80 35842 7.85 35977 7.90 36113 7.95 36248 8.00 36384 8.05 36523 8.10 36662 8.15 36801 8.20 36941 8.25 37080 8.30 37219 8.35 37358 8.40 37497 8.45 37636 8.50 37776 8.55 37915 8.60 38054 8.65 38193 8.70 38332 8.75 38471 8.80 38611 Depth (ft) Area (sqft) 8.85 38750 8.90 38889 8.95 39028 9.00 39167 9.05 39311 9.10 39455 9.15 39599 9.20 39743 9.25 39887 9.30 40031 9.35 40175 9.40 40319 9.45 40463 9.50 40607 9.55 40751 9.60 40895 9.65 41039 9.70 41183 9.75 41327 9.80 41471 9.85 41615 9.90 41759 9.95 41903 10.00 42047 10.05 42200 10.10 42353 10.15 42506 10.20 42659 10.25 42812 10.30 42965 10.35 43118 10.40 43271 10.45 43424 10.50 43577 10.55 43730 10.60 43883 10.65 44036 10.70 44189 10.75 44342 10.80 44495 10.85 44648 10.90 44801 10.95 44954 11.00 45107 11.05 45270 Depth (ft) Area (sqft) 11.10 45432 11.15 45595 11.20 45758 11.25 45920 11.30 46083 11.35 46246 11.40 46408 11.45 46571 11.50 46734 11.55 46896 11.60 47059 11.65 47222 11.70 47384 11.75 47547 11.80 47710 11.85 47872 11.90 48035 11.95 48198 12.00 48360 12.05 48537 12.10 48713 12.15 48889 12.20 49066 12.25 49242 12.30 49419 12.35 49595 12.40 49772 12.45 49948 12.50 50124 12.55 50301 12.60 50477 12.65 50654 12.70 50830 12.75 51007 12.80 51183 12.85 51359 12.90 51536 12.95 51712 13.00 51889 13.05 52065 13.10 52242 13.15 52418 13.20 52594 13.25 52771 13.30 52947 Depth (ft) Area (sqft) 13.35 53124 13.40 53300 13.45 53477 13.50 53653 13.55 53829 13.60 54006 13.65 54182 13.70 54359 13.75 54535 13.80 54712 13.85 54888 13.90 55064 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T 0.00 0.000 879.5 31.891 48.99 0.05 0.015 885.1 6.784 17.10 0.10 0.057 890.7 2.712 10.31 0.15 0.125 896.3 1.445 7.60 0.20 0.219 901.9 0.897 6.16 0.25 0.339 907.5 0.612 5.26 0.30 0.484 913.0 0.446 4.65 0.35 0.654 918.6 0.339 4.20 0.40 0.849 924.2 0.268 3.86 0.45 1.069 929.8 0.217 3.59 0.50 1.312 935.4 0.180 3.38 0.55 1.579 940.9 0.152 3.20 0.60 1.869 946.5 0.130 3.05 0.65 2.182 952.1 0.113 2.92 0.70 2.518 957.7 0.099 2.80 0.75 2.876 963.3 0.087 2.71 0.80 3.255 968.9 0.078 2.62 0.85 3.656 974.4 0.070 2.54 0.90 4.078 980.0 0.063 2.47 0.95 4.520 985.6 0.058 2.41 1.00 4.982 991.0 0.053 2.35 1.05 5.463 996.3 0.048 2.30 1.10 5.964 1001.6 0.045 2.25 1.15 6.483 1006.9 0.041 2.20 1.20 7.020 1012.1 0.039 2.16 1.25 7.575 1017.4 0.036 2.12 1.30 8.147 1022.7 0.034 2.09 1.35 8.735 1028.0 0.032 2.05 1.40 9.340 1033.3 0.030 2.02 1.45 9.960 1038.5 0.028 1.99 1.50 10.596 1043.8 0.027 1.96 1.55 11.246 1049.1 0.025 1.94 1.60 11.910 1054.4 0.024 1.91 1.65 12.588 1059.7 0.023 1.89 1.70 13.279 1064.9 0.022 1.87 1.75 13.982 1070.2 0.021 1.84 1.80 14.698 1075.5 0.020 1.82 1.85 15.424 1080.8 0.019 1.80 1.90 16.162 1086.1 0.018 1.78 1.95 16.910 1091.3 0.018 1.77 2.00 17.668 1096.8 0.017 1.75 2.05 18.435 1102.3 0.016 1.73 2.10 19.211 1107.9 0.016 1.72 2.15 19.995 1113.5 0.015 1.70 2.20 20.787 1119.0 0.015 1.68 2.25 21.586 1124.6 0.014 1.67 2.30 22.391 1130.1 0.014 1.66 2.35 23.203 1135.7 0.013 1.64 2.40 24.020 1141.3 0.013 1.63 2.45 24.842 1146.8 0.013 1.62 2.50 25.668 1152.4 0.012 1.60 Ex Basin QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 2.55 26.498 1158.0 0.012 1.59 2.60 27.331 1163.5 0.012 1.58 2.65 28.167 1169.1 0.011 1.57 2.70 29.005 1174.7 0.011 1.56 2.75 29.430 1180.2 0.011 1.54 2.80 29.916 1185.8 0.011 1.53 2.85 30.395 1191.4 0.011 1.52 2.90 30.866 1196.9 0.011 1.51 2.95 31.330 1202.5 0.011 1.50 3.00 31.788 1208.0 0.010 1.49 3.05 32.239 1213.5 0.010 1.48 3.10 32.683 1219.0 0.010 1.47 3.15 33.122 1224.5 0.010 1.46 3.20 33.555 1230.0 0.010 1.45 3.25 33.983 1235.5 0.010 1.44 3.30 34.405 1241.0 0.010 1.43 3.35 34.822 1246.5 0.010 1.42 3.40 35.234 1252.0 0.010 1.41 3.45 35.641 1257.5 0.010 1.40 3.50 36.044 1263.0 0.010 1.39 3.55 36.442 1268.5 0.010 1.38 3.60 36.836 1274.0 0.010 1.37 3.65 37.226 1279.5 0.009 1.36 3.70 37.612 1285.0 0.009 1.35 3.75 37.994 1290.5 0.009 1.34 3.80 38.372 1296.0 0.009 1.33 3.85 38.746 1301.5 0.009 1.32 3.90 39.117 1307.0 0.009 1.31 3.95 39.484 1312.5 0.009 1.30 4.00 39.848 1318.1 0.009 1.30 4.05 40.209 1323.9 0.009 1.29 4.10 40.566 1329.7 0.009 1.28 4.15 40.921 1335.5 0.009 1.27 4.20 41.272 1341.3 0.009 1.26 4.25 41.620 1347.1 0.009 1.25 4.30 41.966 1352.8 0.009 1.24 4.35 42.308 1358.6 0.009 1.23 4.40 42.648 1364.4 0.009 1.22 4.45 42.985 1370.2 0.009 1.21 4.50 43.320 1376.0 0.009 1.21 4.55 43.652 1381.8 0.009 1.20 4.60 43.981 1387.6 0.009 1.19 4.65 44.308 1393.3 0.009 1.18 4.70 44.633 1399.1 0.009 1.17 4.75 44.955 1404.9 0.009 1.16 4.80 45.275 1410.7 0.009 1.15 4.85 45.593 1416.5 0.009 1.14 4.90 45.908 1422.3 0.009 1.14 4.95 46.221 1428.1 0.009 1.13 5.00 46.533 1434.0 0.009 1.12 5.05 46.842 1440.0 0.009 1.11 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 5.10 47.149 1446.0 0.008 1.10 5.15 47.454 1452.0 0.008 1.09 5.20 47.757 1458.0 0.008 1.09 5.25 48.059 1464.1 0.008 1.08 5.30 48.358 1470.1 0.008 1.07 5.35 48.656 1476.1 0.008 1.06 5.40 48.952 1482.1 0.008 1.05 5.45 49.246 1488.2 0.008 1.04 5.50 49.538 1494.2 0.008 1.03 5.55 49.828 1500.2 0.008 1.03 5.60 50.117 1506.2 0.008 1.02 5.65 50.404 1512.2 0.008 1.01 5.70 50.690 1518.3 0.008 1.00 5.75 50.974 1524.3 0.008 0.99 5.80 51.256 1530.3 0.008 0.98 5.85 51.537 1536.3 0.008 0.98 5.90 51.817 1542.3 0.008 0.97 5.95 52.094 1548.4 0.008 0.96 6.00 52.371 1554.7 0.008 0.95 6.05 52.646 1561.3 0.008 0.94 6.10 52.919 1567.9 0.008 0.94 6.15 53.191 1574.5 0.008 0.93 6.20 53.462 1581.1 0.008 0.92 6.25 53.731 1587.8 0.008 0.91 6.30 53.999 1594.4 0.008 0.90 6.35 54.266 1601.0 0.008 0.89 6.40 54.531 1607.6 0.008 0.89 6.45 54.795 1614.2 0.008 0.88 6.50 55.058 1620.9 0.008 0.87 6.55 55.320 1627.5 0.008 0.86 6.60 55.580 1634.1 0.008 0.85 6.65 55.839 1640.7 0.008 0.85 6.70 56.097 1647.3 0.008 0.84 6.75 56.354 1653.9 0.008 0.83 6.80 56.609 1660.6 0.008 0.82 6.85 56.864 1667.2 0.008 0.81 6.90 57.117 1673.8 0.008 0.80 6.95 57.369 1680.4 0.008 0.80 7.00 57.620 1687.1 0.008 0.79 7.05 57.870 1693.9 0.008 0.78 7.10 58.119 1700.7 0.008 0.77 7.15 58.367 1707.4 0.008 0.76 7.20 58.614 1714.2 0.008 0.76 7.25 58.860 1721.0 0.008 0.75 7.30 59.104 1727.7 0.008 0.74 7.35 59.348 1734.5 0.008 0.73 7.40 59.591 1741.3 0.008 0.72 7.45 59.833 1748.1 0.008 0.72 7.50 60.073 1754.8 0.008 0.71 7.55 60.313 1761.6 0.008 0.70 7.60 60.552 1768.4 0.008 0.69 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 7.65 60.790 1775.2 0.008 0.68 7.70 61.027 1781.9 0.008 0.67 7.75 61.263 1788.7 0.008 0.67 7.80 61.498 1795.5 0.008 0.66 7.85 61.733 1802.3 0.008 0.65 7.90 61.966 1809.0 0.008 0.64 7.95 62.199 1815.8 0.008 0.63 8.00 62.430 1822.7 0.008 0.63 8.05 62.661 1829.6 0.008 0.62 8.10 62.891 1836.6 0.008 0.61 8.15 63.120 1843.6 0.008 0.60 8.20 63.348 1850.5 0.008 0.59 8.25 63.576 1857.5 0.008 0.59 8.30 63.802 1864.4 0.008 0.58 8.35 64.028 1871.4 0.008 0.57 8.40 64.253 1878.3 0.008 0.56 8.45 64.478 1885.3 0.008 0.55 8.50 64.701 1892.3 0.008 0.55 8.55 64.924 1899.2 0.008 0.54 8.60 65.146 1906.2 0.008 0.53 8.65 65.367 1913.1 0.008 0.52 8.70 65.587 1920.1 0.008 0.51 8.75 65.807 1927.1 0.008 0.50 8.80 66.026 1934.0 0.008 0.50 8.85 66.244 1941.0 0.008 0.49 8.90 66.462 1947.9 0.008 0.48 8.95 66.679 1954.9 0.008 0.47 9.00 66.895 1962.0 0.008 0.46 9.05 67.110 1969.2 0.008 0.46 9.10 67.325 1976.4 0.008 0.45 9.15 67.539 1983.6 0.008 0.44 9.20 67.753 1990.8 0.008 0.43 9.25 67.965 1998.0 0.008 0.42 9.30 68.177 2005.2 0.008 0.42 9.35 68.389 2012.4 0.008 0.41 9.40 68.600 2019.6 0.008 0.40 9.45 68.810 2026.8 0.008 0.39 9.50 69.019 2034.0 0.008 0.38 9.55 69.228 2041.2 0.008 0.37 9.60 69.436 2048.4 0.008 0.37 9.65 69.644 2055.6 0.008 0.36 9.70 69.851 2062.8 0.008 0.35 9.75 70.057 2070.0 0.008 0.34 9.80 70.263 2077.2 0.008 0.33 9.85 70.468 2084.4 0.008 0.33 9.90 70.673 2091.6 0.008 0.32 9.95 70.877 2098.8 0.008 0.31 10.00 71.080 2106.2 0.008 0.30 10.05 71.283 2113.8 0.008 0.29 10.10 71.485 2121.5 0.008 0.28 10.15 71.687 2129.1 0.008 0.28 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 10.20 71.888 2136.8 0.008 0.27 10.25 72.088 2144.4 0.008 0.26 10.30 72.288 2152.1 0.008 0.25 10.35 72.488 2159.7 0.008 0.24 10.40 72.686 2167.4 0.008 0.23 10.45 72.885 2175.0 0.008 0.23 10.50 73.083 2182.7 0.008 0.22 10.55 73.280 2190.3 0.008 0.21 10.60 73.477 2198.0 0.008 0.20 10.65 73.673 2205.6 0.008 0.19 10.70 73.868 2213.3 0.008 0.19 10.75 74.064 2220.9 0.008 0.18 10.80 74.258 2228.6 0.008 0.17 10.85 74.452 2236.2 0.008 0.16 10.90 74.646 2243.9 0.008 0.15 10.95 77.222 2251.5 0.008 0.14 11.00 81.771 2259.4 0.007 0.14 11.05 87.605 2267.6 0.007 0.13 11.10 94.478 2275.7 0.006 0.12 11.15 102.247 2283.8 0.006 0.11 11.20 110.817 2292.0 0.006 0.11 11.25 120.117 2300.1 0.005 0.10 11.30 130.093 2308.2 0.005 0.10 11.35 140.701 2316.4 0.004 0.09 11.40 151.905 2324.5 0.004 0.09 11.45 163.673 2332.6 0.004 0.09 11.50 175.981 2340.7 0.004 0.08 11.55 188.804 2348.9 0.003 0.08 11.60 202.122 2357.0 0.003 0.07 11.65 215.918 2365.1 0.003 0.07 11.70 230.175 2373.3 0.003 0.07 11.75 244.878 2381.4 0.003 0.07 11.80 260.014 2389.5 0.002 0.06 11.85 275.572 2397.7 0.002 0.06 11.90 291.538 2405.8 0.002 0.06 11.95 307.904 2413.9 0.002 0.06 12.00 324.660 2422.4 0.002 0.05 12.05 341.796 2431.2 0.002 0.05 12.10 359.305 2440.1 0.002 0.05 12.15 377.178 2448.9 0.002 0.05 12.20 395.408 2457.7 0.002 0.05 12.25 413.988 2466.5 0.002 0.04 12.30 432.911 2475.3 0.002 0.04 12.35 452.172 2484.2 0.002 0.04 12.40 463.944 2493.0 0.001 0.04 12.45 470.466 2501.8 0.001 0.04 12.50 476.887 2510.6 0.001 0.04 12.55 483.210 2519.5 0.001 0.04 12.60 489.440 2528.3 0.001 0.03 12.65 495.582 2537.1 0.001 0.03 12.70 501.639 2545.9 0.001 0.03 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 12.75 507.614 2554.7 0.001 0.03 12.80 513.511 2563.6 0.001 0.03 12.85 519.333 2572.4 0.001 0.03 12.90 525.083 2581.2 0.001 0.03 12.95 530.763 2590.0 0.001 0.02 13.00 536.375 2598.8 0.001 0.02 13.05 541.924 2607.7 0.001 0.02 13.10 547.409 2616.5 0.001 0.02 13.15 552.834 2625.3 0.001 0.02 13.20 558.201 2634.1 0.001 0.02 13.25 563.512 2643.0 0.001 0.02 13.30 568.767 2651.8 0.001 0.02 13.35 573.970 2660.6 0.001 0.01 13.40 579.121 2669.4 0.001 0.01 13.45 584.222 2678.2 0.001 0.01 13.50 589.275 2687.1 0.001 0.01 13.55 594.281 2695.9 0.001 0.01 13.60 599.241 2704.7 0.001 0.01 13.65 604.156 2713.5 0.001 0.01 13.70 609.029 2722.3 0.001 0.00 13.75 613.859 2731.2 0.001 0.00 13.80 618.648 2740.0 0.001 0.00 13.85 623.397 2748.8 0.001 0.00 13.90 628.107 0.0 0.000 0.00 Discharge vs Elevation Table 1 Orifice Stag diameter:10 "2 Orifice Stag diameter:12 "3 Orifice Stag diameter:18 "4 Orifice Stag diameter:18 "Emergency weir:8X8 Number:1 number of orif:1 Number:2 Number:3 Invert:11.50 ft Cg-low:0.61 Cg-middle:0.61 Cg-low:0.61 Cg-low:0.61 Area 64.00 sq ft 8' x 8' invert elev:0.00 ft invert elev:1.50 ft invert elev:3.00 ft invert elev:5.50 ft Circumference 32 ft Elev h H/D-1 H/D-2 H/D-3 H/D-4 H/D-peak Qlow-orif Qlow-weir Qtot-1 Qmid-orif Qmid-weir Qtot-2 Qtop-orif Qtop-weir Qtot-3 Qtop-orif Qtop-weir Qtot-4 Q emergency Qtot (ft)-----(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs) 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 390.05 0.05 0.06 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.008 390.10 0.10 0.12 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.031 390.15 0.15 0.18 0.00 0.00 0.00 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.069 390.20 0.20 0.24 0.00 0.00 0.00 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.120 390.25 0.25 0.30 0.00 0.00 0.00 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.184 390.30 0.30 0.36 0.00 0.00 0.00 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.262 390.35 0.35 0.42 0.00 0.00 0.00 0.00 0.00 0.35 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.350 390.40 0.40 0.48 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.450 390.45 0.45 0.54 0.00 0.00 0.00 0.00 0.49 0.56 0.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.560 390.50 0.50 0.60 0.00 0.00 0.00 0.00 0.77 0.68 0.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.680 390.55 0.55 0.66 0.00 0.00 0.00 0.00 0.97 0.81 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.808 390.60 0.60 0.72 0.00 0.00 0.00 0.00 1.14 0.94 0.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.943 390.65 0.65 0.78 0.00 0.00 0.00 0.00 1.29 1.08 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.085 390.70 0.70 0.84 0.00 0.00 0.00 0.00 1.42 1.23 1.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.232 390.75 0.75 0.90 0.00 0.00 0.00 0.00 1.54 1.38 1.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.385 390.80 0.80 0.96 0.00 0.00 0.00 0.00 1.86 1.54 1.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.541 390.85 0.85 1.02 0.00 0.00 0.00 0.00 1.76 1.70 1.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.700 390.90 0.90 1.08 0.00 0.00 0.00 0.00 1.86 1.86 1.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.861 390.95 0.95 1.14 0.00 0.00 0.00 0.00 1.95 2.02 1.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.950 391.00 1.00 1.20 0.00 0.00 0.00 0.00 2.04 2.18 2.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.039 391.05 1.05 1.26 0.00 0.00 0.00 0.00 2.12 2.35 2.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.125 391.10 1.10 1.32 0.00 0.00 0.00 0.00 2.21 2.50 2.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.207 391.15 1.15 1.38 0.00 0.00 0.00 0.00 2.29 2.66 2.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.286 391.20 1.20 1.44 0.00 0.00 0.00 0.00 2.36 2.81 2.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.363 391.25 1.25 1.50 0.00 0.00 0.00 0.00 2.44 2.96 2.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.437 391.30 1.30 1.56 0.00 0.00 0.00 0.00 2.51 3.11 2.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.509 391.35 1.35 1.62 0.00 0.00 0.00 0.00 2.58 3.25 2.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.579 391.40 1.40 1.68 0.00 0.00 0.00 0.00 2.65 3.38 2.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.648 391.45 1.45 1.74 0.00 0.00 0.00 0.00 2.71 3.51 2.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.714 391.50 1.50 1.80 0.00 0.00 0.00 0.00 2.78 3.63 2.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.779 391.55 1.55 1.86 0.05 0.00 0.00 0.00 2.84 3.74 2.84 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.851 391.60 1.60 1.92 0.10 0.00 0.00 0.00 2.90 3.84 2.90 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.939 391.65 1.65 1.98 0.15 0.00 0.00 0.00 2.97 3.93 2.97 0.00 0.08 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.041 391.70 1.70 2.04 0.20 0.00 0.00 0.00 3.02 4.02 3.02 0.00 0.13 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.157 391.75 1.75 2.10 0.25 0.00 0.00 0.00 3.08 4.10 3.08 0.00 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.288 391.80 1.80 2.16 0.30 0.00 0.00 0.00 3.14 4.17 3.14 0.00 0.29 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.431 391.85 1.85 2.22 0.35 0.00 0.00 0.00 3.20 4.23 3.20 0.00 0.39 0.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.588 391.90 1.90 2.28 0.40 0.00 0.00 0.00 3.25 4.28 3.25 0.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.756 391.95 1.95 2.34 0.45 0.00 0.00 0.00 3.31 4.33 3.31 0.00 0.63 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.936 392.00 2.00 2.40 0.50 0.00 0.00 0.00 3.36 4.36 3.36 0.00 0.77 0.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.126 392.05 2.05 2.46 0.55 0.00 0.00 0.00 3.41 4.39 3.41 0.86 0.91 0.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.327 392.10 2.10 2.52 0.60 0.00 0.00 0.00 3.46 4.41 3.46 1.22 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.536 392.15 2.15 2.58 0.65 0.00 0.00 0.00 3.52 4.43 3.52 1.49 1.24 1.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.754 392.20 2.20 2.64 0.70 0.00 0.00 0.00 3.57 4.44 3.57 1.72 1.41 1.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.980 392.25 2.25 2.70 0.75 0.00 0.00 0.00 3.62 4.45 3.62 1.92 1.60 1.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.213 392.30 2.30 2.76 0.80 0.00 0.00 0.00 3.66 4.46 3.66 2.11 1.79 1.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.452 392.35 2.35 2.82 0.85 0.00 0.00 0.00 3.71 4.46 3.71 2.27 1.98 1.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.696 392.40 2.40 2.88 0.90 0.00 0.00 0.00 3.76 4.46 3.76 2.43 2.18 2.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.944 392.45 2.45 2.94 0.95 0.00 0.00 0.00 3.81 4.47 3.81 2.58 2.39 2.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.196 392.50 2.50 3.00 1.00 0.00 0.00 0.00 3.85 4.47 3.85 2.72 2.60 2.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.451 392.55 2.55 3.06 1.05 0.00 0.00 0.00 3.90 4.49 3.90 2.85 2.81 2.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.708 392.60 2.60 3.12 1.10 0.00 0.00 0.00 3.95 4.51 3.95 2.98 3.02 2.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.923 392.65 2.65 3.18 1.15 0.00 0.00 0.00 3.99 4.54 3.99 3.10 3.23 3.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.090 392.70 2.70 3.24 1.20 0.00 0.00 0.00 4.03 4.58 4.03 3.22 3.45 3.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.251 392.75 2.75 3.30 1.25 0.00 0.00 0.00 4.08 4.64 4.08 3.33 3.66 3.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.408 392.80 2.80 3.36 1.30 0.00 0.00 0.00 4.12 4.71 4.12 3.44 3.87 3.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.561 392.85 2.85 3.42 1.35 0.00 0.00 0.00 4.16 4.80 4.16 3.54 4.08 3.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.710 392.90 2.90 3.48 1.40 0.00 0.00 0.00 4.21 4.92 4.21 3.65 4.28 3.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.855 392.95 2.95 3.54 1.45 0.00 0.00 0.00 4.25 5.07 4.25 3.75 4.48 3.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.997 393.00 3.00 3.60 1.50 0.00 0.00 0.00 4.29 5.24 4.29 3.84 4.68 3.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.136 393.05 3.05 3.66 1.55 0.03 0.00 0.00 4.33 5.45 4.33 3.94 4.87 3.94 0.00 0.02 0.02 0.00 0.00 0.00 0.00 8.295 393.10 3.10 3.72 1.60 0.07 0.00 0.00 4.37 5.70 4.37 4.03 5.05 4.03 0.00 0.09 0.09 0.00 0.00 0.00 0.00 8.492 393.15 3.15 3.78 1.65 0.10 0.00 0.00 4.41 5.99 4.41 4.12 5.23 4.12 0.00 0.19 0.19 0.00 0.00 0.00 0.00 8.726 393.20 3.20 3.84 1.70 0.13 0.00 0.00 4.45 6.32 4.45 4.21 5.40 4.21 0.00 0.33 0.33 0.00 0.00 0.00 0.00 8.998 393.25 3.25 3.90 1.75 0.17 0.00 0.00 4.49 6.71 4.49 4.30 5.56 4.30 0.00 0.51 0.51 0.00 0.00 0.00 0.00 9.306 393.30 3.30 3.96 1.80 0.20 0.00 0.00 4.53 7.15 4.53 4.38 5.72 4.38 0.00 0.73 0.73 0.00 0.00 0.00 0.00 9.649 393.35 3.35 4.02 1.85 0.23 0.00 0.00 4.57 7.66 4.57 4.47 5.87 4.47 0.00 0.99 0.99 0.00 0.00 0.00 0.00 10.027 393.40 3.40 4.08 1.90 0.27 0.00 0.00 4.61 8.23 4.61 4.55 6.00 4.55 0.00 1.28 1.28 0.00 0.00 0.00 0.00 10.439 393.45 3.45 4.14 1.95 0.30 0.00 0.00 4.65 8.88 4.65 4.63 6.13 4.63 0.00 1.60 1.60 0.00 0.00 0.00 0.00 10.884 393.50 3.50 4.20 2.00 0.33 0.00 0.00 4.69 9.60 4.69 4.71 6.25 4.71 0.00 1.96 1.96 0.00 0.00 0.00 0.00 11.360 393.55 3.55 4.26 2.05 0.37 0.00 0.00 4.73 10.41 4.73 4.79 6.36 4.79 0.00 2.36 2.36 0.00 0.00 0.00 0.00 11.868 393.60 3.60 4.32 2.10 0.40 0.00 0.00 4.76 11.31 4.76 4.86 6.47 4.86 0.00 2.78 2.78 0.00 0.00 0.00 0.00 12.405 393.65 3.65 4.38 2.15 0.43 0.00 0.00 4.80 12.31 4.80 4.94 6.56 4.94 0.00 3.23 3.23 0.00 0.00 0.00 0.00 12.971 393.70 3.70 4.44 2.20 0.47 0.00 0.00 4.84 13.41 4.84 5.01 6.64 5.01 0.00 3.71 3.71 0.00 0.00 0.00 0.00 13.565 393.75 3.75 4.50 2.25 0.50 0.00 0.00 4.87 14.63 4.87 5.09 6.71 5.09 0.00 4.22 4.22 0.00 0.00 0.00 0.00 14.185 393.80 3.80 4.56 2.30 0.53 0.00 0.00 4.91 15.96 4.91 5.16 6.78 5.16 3.87 4.76 4.76 0.00 0.00 0.00 0.00 14.831 393.85 3.85 4.62 2.35 0.57 0.00 0.00 4.95 17.42 4.95 5.23 6.83 5.23 5.47 5.32 5.32 0.00 0.00 0.00 0.00 15.500 393.90 3.90 4.68 2.40 0.60 0.00 0.00 4.98 19.02 4.98 5.30 6.88 5.30 6.70 5.91 5.91 0.00 0.00 0.00 0.00 16.192 393.95 3.95 4.74 2.45 0.63 0.00 0.00 5.02 20.76 5.02 5.37 6.92 5.37 7.74 6.52 6.52 0.00 0.00 0.00 0.00 16.906 394.00 4.00 4.80 2.50 0.67 0.00 0.00 5.05 22.65 5.05 5.44 6.95 5.44 8.65 7.15 7.15 0.00 0.00 0.00 0.00 17.639 394.05 4.05 4.86 2.55 0.70 0.00 0.00 5.09 24.71 5.09 5.50 6.98 5.50 9.48 7.80 7.80 0.00 0.00 0.00 0.00 18.392 394.10 4.10 4.92 2.60 0.73 0.00 0.00 5.12 26.93 5.12 5.57 7.00 5.57 10.24 8.47 8.47 0.00 0.00 0.00 0.00 19.162 394.15 4.15 4.98 2.65 0.77 0.00 0.00 5.16 29.33 5.16 5.64 7.01 5.64 10.94 9.15 9.15 0.00 0.00 0.00 0.00 19.948 394.20 4.20 5.04 2.70 0.80 0.00 0.00 5.19 31.93 5.19 5.70 7.02 5.70 11.61 9.85 9.85 0.00 0.00 0.00 0.00 20.750 394.25 4.25 5.10 2.75 0.83 0.00 0.00 5.23 34.72 5.23 5.77 7.03 5.77 12.23 10.57 10.57 0.00 0.00 0.00 0.00 21.564 394.30 4.30 5.16 2.80 0.87 0.00 0.00 5.26 37.73 5.26 5.83 7.03 5.83 12.83 11.30 11.30 0.00 0.00 0.00 0.00 22.391 394.35 4.35 5.22 2.85 0.90 0.00 0.00 5.30 40.96 5.30 5.89 7.04 5.89 13.40 12.04 12.04 0.00 0.00 0.00 0.00 23.228 394.40 4.40 5.28 2.90 0.93 0.00 0.00 5.33 44.42 5.33 5.96 7.04 5.96 13.95 12.79 12.79 0.00 0.00 0.00 0.00 24.074 394.45 4.45 5.34 2.95 0.97 0.00 0.00 5.36 48.13 5.36 6.02 7.05 6.02 14.48 13.55 13.55 0.00 0.00 0.00 0.00 24.929 394.50 4.50 5.40 3.00 1.00 0.00 0.00 5.40 52.09 5.40 6.08 7.06 6.08 14.98 14.32 14.32 0.00 0.00 0.00 0.00 25.789 394.55 4.55 5.46 3.05 1.03 0.00 0.00 5.43 56.32 5.43 6.14 7.08 6.14 15.47 15.09 15.09 0.00 0.00 0.00 0.00 26.655 394.60 4.60 5.52 3.10 1.07 0.00 0.00 5.46 60.83 5.46 6.20 7.10 6.20 15.95 15.86 15.86 0.00 0.00 0.00 0.00 27.525 394.65 4.65 5.58 3.15 1.10 0.00 0.00 5.49 65.64 5.49 6.26 7.13 6.26 16.41 16.64 16.64 0.00 0.00 0.00 0.00 28.397 394.70 4.70 5.64 3.20 1.13 0.00 0.00 5.53 70.75 5.53 6.32 7.18 6.32 16.86 17.43 16.86 0.00 0.00 0.00 0.00 28.706 394.75 4.75 5.70 3.25 1.17 0.00 0.00 5.56 76.19 5.56 6.38 7.24 6.38 17.30 18.21 17.30 0.00 0.00 0.00 0.00 29.235 394.80 4.80 5.76 3.30 1.20 0.00 0.00 5.59 81.96 5.59 6.43 7.31 6.43 17.73 18.99 17.73 0.00 0.00 0.00 0.00 29.752 394.85 4.85 5.82 3.35 1.23 0.00 0.00 5.62 88.09 5.62 6.49 7.41 6.49 18.15 19.77 18.15 0.00 0.00 0.00 0.00 30.258 394.90 4.90 5.88 3.40 1.27 0.00 0.00 5.65 94.57 5.65 6.55 7.53 6.55 18.55 20.55 18.55 0.00 0.00 0.00 0.00 30.754 394.95 4.95 5.94 3.45 1.30 0.00 0.00 5.68 101.44 5.68 6.60 7.67 6.60 18.95 21.32 18.95 0.00 0.00 0.00 0.00 31.241 395.00 5.00 6.00 3.50 1.33 0.00 0.00 5.72 108.71 5.72 6.66 7.83 6.66 19.34 22.08 19.34 0.00 0.00 0.00 0.00 31.718 395.05 5.05 6.06 3.55 1.37 0.00 0.00 5.75 116.38 5.75 6.71 8.03 6.71 19.73 22.84 19.73 0.00 0.00 0.00 0.00 32.188 395.10 5.10 6.12 3.60 1.40 0.00 0.00 5.78 124.49 5.78 6.77 8.27 6.77 20.10 23.59 20.10 0.00 0.00 0.00 0.00 32.649 395.15 5.15 6.18 3.65 1.43 0.00 0.00 5.81 133.04 5.81 6.82 8.54 6.82 20.47 24.33 20.47 0.00 0.00 0.00 0.00 33.103 395.20 5.20 6.24 3.70 1.47 0.00 0.00 5.84 142.05 5.84 6.88 8.85 6.88 20.83 25.05 20.83 0.00 0.00 0.00 0.00 33.550 395.25 5.25 6.30 3.75 1.50 0.00 0.00 5.87 151.54 5.87 6.93 9.21 6.93 21.19 25.77 21.19 0.00 0.00 0.00 0.00 33.990 395.30 5.30 6.36 3.80 1.53 0.00 0.00 5.90 161.53 5.90 6.98 9.61 6.98 21.54 26.47 21.54 0.00 0.00 0.00 0.00 34.424 395.35 5.35 6.42 3.85 1.57 0.00 0.00 5.93 172.04 5.93 7.04 10.07 7.04 21.88 27.16 21.88 0.00 0.00 0.00 0.00 34.852 395.40 5.40 6.48 3.90 1.60 0.00 0.00 5.96 183.09 5.96 7.09 10.58 7.09 22.22 27.84 22.22 0.00 0.00 0.00 0.00 35.273 395.45 5.45 6.54 3.95 1.63 0.00 0.00 5.99 194.69 5.99 7.14 11.16 7.14 22.56 28.50 22.56 0.00 0.00 0.00 0.00 35.689 395.50 5.50 6.60 4.00 1.67 0.00 0.00 6.02 206.86 6.02 7.19 11.81 7.19 22.89 29.14 22.89 0.00 0.00 0.00 0.00 36.100 395.55 5.55 6.66 4.05 1.70 0.03 0.00 6.05 219.63 6.05 7.24 12.52 7.24 23.21 29.76 23.21 0.00 0.03 0.03 0.00 36.539 395.60 5.60 6.72 4.10 1.73 0.07 0.00 6.08 233.02 6.08 7.29 13.31 7.29 23.53 30.37 23.53 0.00 0.13 0.13 0.00 37.034 395.65 5.65 6.78 4.15 1.77 0.10 0.00 6.11 247.05 6.11 7.35 14.19 7.35 23.85 30.95 23.85 0.00 0.28 0.28 0.00 37.585 395.70 5.70 6.84 4.20 1.80 0.13 0.00 6.14 261.73 6.14 7.40 15.15 7.40 24.16 31.52 24.16 0.00 0.50 0.50 0.00 38.190 395.75 5.75 6.90 4.25 1.83 0.17 0.00 6.17 277.09 6.17 7.45 16.20 7.45 24.47 32.06 24.47 0.00 0.77 0.77 0.00 38.848 395.80 5.80 6.96 4.30 1.87 0.20 0.00 6.19 293.16 6.19 7.49 17.35 7.49 24.77 32.59 24.77 0.00 1.10 1.10 0.00 39.558 395.85 5.85 7.02 4.35 1.90 0.23 0.00 6.22 309.96 6.22 7.54 18.61 7.54 25.07 33.09 25.07 0.00 1.48 1.48 0.00 40.320 Otay Village 7 R-8, Ex Basin 390.20 0.20 0.24 0.00 0.00 0.00 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.120 390.25 0.25 0.30 0.00 0.00 0.00 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.184 395.90 5.90 7.08 4.40 1.93 0.27 0.00 6.25 327.51 6.25 7.59 19.98 7.59 25.37 33.57 25.37 0.00 1.92 1.92 0.00 41.130 395.95 5.95 7.14 4.45 1.97 0.30 0.00 6.28 345.83 6.28 7.64 21.46 7.64 25.66 34.03 25.66 0.00 2.41 2.41 0.00 41.989 396.00 6.00 7.20 4.50 2.00 0.33 0.00 6.31 364.95 6.31 7.69 23.07 7.69 25.95 34.47 25.95 0.00 2.94 2.94 0.00 42.895 396.05 6.05 7.26 4.55 2.03 0.37 0.00 6.34 384.90 6.34 7.74 24.81 7.74 26.24 34.88 26.24 0.00 3.53 3.53 0.00 43.845 396.10 6.10 7.32 4.60 2.07 0.40 0.00 6.37 405.69 6.37 7.78 26.69 7.78 26.52 35.27 26.52 0.00 4.17 4.17 0.00 44.840 396.15 6.15 7.38 4.65 2.10 0.43 0.00 6.39 427.36 6.39 7.83 28.71 7.83 26.80 35.64 26.80 0.00 4.85 4.85 0.00 45.876 396.20 6.20 7.44 4.70 2.13 0.47 0.00 6.42 449.93 6.42 7.88 30.89 7.88 27.08 35.98 27.08 0.00 5.57 5.57 0.00 46.952 396.25 6.25 7.50 4.75 2.17 0.50 0.00 6.45 473.44 6.45 7.93 33.23 7.93 27.36 36.30 27.36 0.00 6.34 6.34 0.00 48.067 396.30 6.30 7.56 4.80 2.20 0.53 0.00 6.48 497.90 6.48 7.97 35.73 7.97 27.63 36.60 27.63 5.80 7.14 7.14 0.00 49.218 396.35 6.35 7.62 4.85 2.23 0.57 0.00 6.50 523.34 6.50 8.02 38.41 8.02 27.90 36.87 27.90 8.21 7.99 7.99 0.00 50.405 396.40 6.40 7.68 4.90 2.27 0.60 0.00 6.53 549.80 6.53 8.06 41.28 8.06 28.16 37.13 28.16 10.05 8.86 8.86 0.00 51.624 396.45 6.45 7.74 4.95 2.30 0.63 0.00 6.56 577.30 6.56 8.11 44.34 8.11 28.43 37.36 28.43 11.61 9.78 9.78 0.00 52.874 396.50 6.50 7.80 5.00 2.33 0.67 0.00 6.59 605.87 6.59 8.16 47.60 8.16 28.69 37.56 28.69 12.98 10.72 10.72 0.00 54.154 396.55 6.55 7.86 5.05 2.37 0.70 0.00 6.61 635.55 6.61 8.20 51.08 8.20 28.95 37.75 28.95 14.21 11.70 11.70 0.00 55.461 396.60 6.60 7.92 5.10 2.40 0.73 0.00 6.64 666.36 6.64 8.25 54.78 8.25 29.21 37.92 29.21 15.35 12.70 12.70 0.00 56.793 396.65 6.65 7.98 5.15 2.43 0.77 0.00 6.67 698.34 6.67 8.29 58.70 8.29 29.46 38.07 29.46 16.41 13.73 13.73 0.00 58.148 396.70 6.70 8.04 5.20 2.47 0.80 0.00 6.69 731.51 6.69 8.34 62.87 8.34 29.72 38.20 29.72 17.41 14.78 14.78 0.00 59.524 396.75 6.75 8.10 5.25 2.50 0.83 0.00 6.72 765.91 6.72 8.38 67.29 8.38 29.97 38.31 29.97 18.35 15.85 15.85 0.00 60.919 396.80 6.80 8.16 5.30 2.53 0.87 0.00 6.75 801.57 6.75 8.42 71.97 8.42 30.22 38.41 30.22 19.25 16.95 16.95 0.00 62.332 396.85 6.85 8.22 5.35 2.57 0.90 0.00 6.77 838.53 6.77 8.47 76.93 8.47 30.46 38.49 30.46 20.10 18.06 18.06 0.00 63.759 396.90 6.90 8.28 5.40 2.60 0.93 0.00 6.80 876.82 6.80 8.51 82.17 8.51 30.71 38.56 30.71 20.92 19.18 19.18 0.00 65.199 396.95 6.95 8.34 5.45 2.63 0.97 0.00 6.82 916.47 6.82 8.55 87.70 8.55 30.95 38.61 30.95 21.71 20.32 20.32 0.00 66.650 397.00 7.00 8.40 5.50 2.67 1.00 0.00 6.85 957.52 6.85 8.60 93.54 8.60 31.19 38.65 31.19 22.47 21.47 21.47 0.00 68.110 397.05 7.05 8.46 5.55 2.70 1.03 0.00 6.88 1000.01 6.88 8.64 99.69 8.64 31.43 38.69 31.43 23.21 22.63 22.63 0.00 69.577 397.10 7.10 8.52 5.60 2.73 1.07 0.00 6.90 1043.97 6.90 8.68 106.18 8.68 31.67 38.71 31.67 23.93 23.80 23.80 0.00 71.048 397.15 7.15 8.58 5.65 2.77 1.10 0.00 6.93 1089.44 6.93 8.73 113.00 8.73 31.90 38.74 31.90 24.62 24.97 24.97 0.00 72.522 397.20 7.20 8.64 5.70 2.80 1.13 0.00 6.95 1136.46 6.95 8.77 120.19 8.77 32.14 38.75 32.14 25.29 26.14 25.29 0.00 73.151 397.25 7.25 8.70 5.75 2.83 1.17 0.00 6.98 1185.06 6.98 8.81 127.74 8.81 32.37 38.77 32.37 25.95 27.31 25.95 0.00 74.108 397.30 7.30 8.76 5.80 2.87 1.20 0.00 7.00 1235.29 7.00 8.85 135.67 8.85 32.60 38.78 32.60 26.59 28.49 26.59 0.00 75.047 397.35 7.35 8.82 5.85 2.90 1.23 0.00 7.03 1287.18 7.03 8.89 143.99 8.89 32.83 38.80 32.83 27.22 29.65 27.22 0.00 75.968 397.40 7.40 8.88 5.90 2.93 1.27 0.00 7.06 1340.78 7.06 8.93 152.73 8.93 33.05 38.83 33.05 27.83 30.82 27.83 0.00 76.874 397.45 7.45 8.94 5.95 2.97 1.30 0.00 7.08 1396.12 7.08 8.98 161.88 8.98 33.28 38.86 33.28 28.43 31.97 28.43 0.00 77.764 397.50 7.50 9.00 6.00 3.00 1.33 0.00 7.11 1453.24 7.11 9.02 171.48 9.02 33.50 38.90 33.50 29.01 33.12 29.01 0.00 78.641 397.55 7.55 9.06 6.05 3.03 1.37 0.00 7.13 1512.20 7.13 9.06 181.52 9.06 33.73 38.96 33.73 29.59 34.26 29.59 0.00 79.504 397.60 7.60 9.12 6.10 3.07 1.40 0.00 7.16 1573.02 7.16 9.10 192.03 9.10 33.95 39.03 33.95 30.15 35.38 30.15 0.00 80.355 397.65 7.65 9.18 6.15 3.10 1.43 0.00 7.18 1635.76 7.18 9.14 203.02 9.14 34.17 39.13 34.17 30.71 36.49 30.71 0.00 81.193 397.70 7.70 9.24 6.20 3.13 1.47 0.00 7.21 1700.46 7.21 9.18 214.51 9.18 34.39 39.25 34.39 31.25 37.58 31.25 0.00 82.020 397.75 7.75 9.30 6.25 3.17 1.50 0.00 7.23 1767.16 7.23 9.22 226.52 9.22 34.60 39.39 34.60 31.78 38.66 31.78 0.00 82.836 397.80 7.80 9.36 6.30 3.20 1.53 0.00 7.25 1835.91 7.25 9.26 239.05 9.26 34.82 39.57 34.82 32.31 39.71 32.31 0.00 83.642 397.85 7.85 9.42 6.35 3.23 1.57 0.00 7.28 1906.75 7.28 9.30 252.13 9.30 35.03 39.77 35.03 32.83 40.74 32.83 0.00 84.437 397.90 7.90 9.48 6.40 3.27 1.60 0.00 7.30 1979.73 7.30 9.34 265.77 9.34 35.25 40.02 35.25 33.34 41.76 33.34 0.00 85.223 397.95 7.95 9.54 6.45 3.30 1.63 0.00 7.33 2054.90 7.33 9.38 279.99 9.38 35.46 40.31 35.46 33.84 42.74 33.84 0.00 86.000 398.00 8.00 9.60 6.50 3.33 1.67 0.00 7.35 2132.31 7.35 9.42 294.81 9.42 35.67 40.65 35.67 34.33 43.71 34.33 0.00 86.768 398.05 8.05 9.66 6.55 3.37 1.70 0.00 7.38 2212.00 7.38 9.46 310.24 9.46 35.88 41.03 35.88 34.82 44.64 34.82 0.00 87.528 398.10 8.10 9.72 6.60 3.40 1.73 0.00 7.40 2294.03 7.40 9.50 326.31 9.50 36.08 41.47 36.08 35.30 45.55 35.30 0.00 88.279 398.15 8.15 9.78 6.65 3.43 1.77 0.00 7.42 2378.44 7.42 9.53 343.03 9.53 36.29 41.98 36.29 35.77 46.43 35.77 0.00 89.023 398.20 8.20 9.84 6.70 3.47 1.80 0.00 7.45 2465.28 7.45 9.57 360.43 9.57 36.50 42.54 36.50 36.24 47.28 36.24 0.00 89.758 398.25 8.25 9.90 6.75 3.50 1.83 0.00 7.47 2554.61 7.47 9.61 378.51 9.61 36.70 43.18 36.70 36.70 48.10 36.70 0.00 90.487 398.30 8.30 9.96 6.80 3.53 1.87 0.00 7.50 2646.48 7.50 9.65 397.30 9.65 36.90 43.89 36.90 37.16 48.88 37.16 0.00 91.208 398.35 8.35 10.02 6.85 3.57 1.90 0.00 7.52 2740.94 7.52 9.69 416.83 9.69 37.11 44.68 37.11 37.61 49.64 37.61 0.00 91.923 398.40 8.40 10.08 6.90 3.60 1.93 0.00 7.54 2838.05 7.54 9.73 437.10 9.73 37.31 45.56 37.31 38.05 50.36 38.05 0.00 92.631 398.45 8.45 10.14 6.95 3.63 1.97 0.00 7.57 2937.85 7.57 9.76 458.15 9.76 37.51 46.53 37.51 38.49 51.05 38.49 0.00 93.332 398.50 8.50 10.20 7.00 3.67 2.00 0.00 7.59 3040.41 7.59 9.80 479.98 9.80 37.71 47.60 37.71 38.93 51.70 38.93 0.00 94.028 398.55 8.55 10.26 7.05 3.70 2.03 0.00 7.61 3145.78 7.61 9.84 502.63 9.84 37.90 48.77 37.90 39.36 52.32 39.36 0.00 94.717 398.60 8.60 10.32 7.10 3.73 2.07 0.00 7.64 3254.01 7.64 9.88 526.12 9.88 38.10 50.05 38.10 39.78 52.90 39.78 0.00 95.400 398.65 8.65 10.38 7.15 3.77 2.10 0.00 7.66 3365.17 7.66 9.91 550.46 9.91 38.30 51.45 38.30 40.20 53.45 40.20 0.00 96.078 398.70 8.70 10.44 7.20 3.80 2.13 0.00 7.68 3479.31 7.68 9.95 575.69 9.95 38.49 52.97 38.49 40.62 53.97 40.62 0.00 96.750 398.75 8.75 10.50 7.25 3.83 2.17 0.00 7.71 3596.49 7.71 9.99 601.81 9.99 38.69 54.62 38.69 41.03 54.45 41.03 0.00 97.416 398.80 8.80 10.56 7.30 3.87 2.20 0.00 7.73 3716.77 7.73 10.03 628.87 10.03 38.88 56.40 38.88 41.44 54.90 41.44 0.00 98.077 398.85 8.85 10.62 7.35 3.90 2.23 0.00 7.75 3840.21 7.75 10.06 656.87 10.06 39.07 58.34 39.07 41.85 55.31 41.85 0.00 98.734 398.90 8.90 10.68 7.40 3.93 2.27 0.00 7.78 3966.87 7.78 10.10 685.85 10.10 39.26 60.42 39.26 42.25 55.69 42.25 0.00 99.385 398.95 8.95 10.74 7.45 3.97 2.30 0.00 7.80 4096.81 7.80 10.14 715.82 10.14 39.45 62.66 39.45 42.64 56.03 42.64 0.00 100.031 399.00 9.00 10.80 7.50 4.00 2.33 0.00 7.82 4230.10 7.82 10.17 746.82 10.17 39.64 65.07 39.64 43.04 56.35 43.04 0.00 100.672 399.05 9.05 10.86 7.55 4.03 2.37 0.00 7.84 4366.80 7.84 10.21 778.87 10.21 39.83 67.65 39.83 43.43 56.63 43.43 0.00 101.309 399.10 9.10 10.92 7.60 4.07 2.40 0.00 7.87 4506.97 7.87 10.24 811.99 10.24 40.02 70.42 40.02 43.81 56.88 43.81 0.00 101.941 399.15 9.15 10.98 7.65 4.10 2.43 0.00 7.89 4650.68 7.89 10.28 846.21 10.28 40.20 73.38 40.20 44.19 57.10 44.19 0.00 102.569 399.20 9.20 11.04 7.70 4.13 2.47 0.00 7.91 4797.99 7.91 10.32 881.55 10.32 40.39 76.54 40.39 44.57 57.30 44.57 0.00 103.193 399.25 9.25 11.10 7.75 4.17 2.50 0.00 7.94 4948.97 7.94 10.35 918.05 10.35 40.57 79.91 40.57 44.95 57.47 44.95 0.00 103.812 399.30 9.30 11.16 7.80 4.20 2.53 0.00 7.96 5103.69 7.96 10.39 955.73 10.39 40.76 83.49 40.76 45.32 57.61 45.32 0.00 104.427 399.35 9.35 11.22 7.85 4.23 2.57 0.00 7.98 5262.21 7.98 10.42 994.62 10.42 40.94 87.30 40.94 45.69 57.73 45.69 0.00 105.038 399.40 9.40 11.28 7.90 4.27 2.60 0.00 8.00 5424.61 8.00 10.46 1034.74 10.46 41.12 91.35 41.12 46.06 57.83 46.06 0.00 105.645 399.45 9.45 11.34 7.95 4.30 2.63 0.00 8.02 5590.95 8.02 10.49 1076.13 10.49 41.31 95.65 41.31 46.42 57.92 46.42 0.00 106.248 399.50 9.50 11.40 8.00 4.33 2.67 0.00 8.05 5761.30 8.05 10.53 1118.81 10.53 41.49 100.20 41.49 46.79 57.98 46.79 0.00 106.848 399.55 9.55 11.46 8.05 4.37 2.70 0.00 8.07 5935.74 8.07 10.56 1162.82 10.56 41.67 105.02 41.67 47.14 58.03 47.14 0.00 107.443 399.60 9.60 11.52 8.10 4.40 2.73 0.00 8.09 6114.34 8.09 10.60 1208.17 10.60 41.85 110.11 41.85 47.50 58.07 47.50 0.00 108.035 399.65 9.65 11.58 8.15 4.43 2.77 0.00 8.11 6297.17 8.11 10.63 1254.91 10.63 42.02 115.50 42.02 47.85 58.10 47.85 0.00 108.624 399.70 9.70 11.64 8.20 4.47 2.80 0.00 8.13 6484.31 8.13 10.67 1303.07 10.67 42.20 121.18 42.20 48.20 58.13 48.20 0.00 109.209 399.75 9.75 11.70 8.25 4.50 2.83 0.00 8.16 6675.82 8.16 10.70 1352.66 10.70 42.38 127.17 42.38 48.55 58.15 48.55 0.00 109.790 399.80 9.80 11.76 8.30 4.53 2.87 0.00 8.18 6871.79 8.18 10.74 1403.74 10.74 42.56 133.48 42.56 48.90 58.18 48.90 0.00 110.368 399.85 9.85 11.82 8.35 4.57 2.90 0.00 8.20 7072.29 8.20 10.77 1456.32 10.77 42.73 140.12 42.73 49.24 58.20 49.24 0.00 110.943 399.90 9.90 11.88 8.40 4.60 2.93 0.00 8.22 7277.40 8.22 10.81 1510.44 10.81 42.91 147.11 42.91 49.58 58.24 49.58 0.00 111.515 399.95 9.95 11.94 8.45 4.63 2.97 0.00 8.24 7487.19 8.24 10.84 1566.13 10.84 43.08 154.45 43.08 49.92 58.29 49.92 0.00 112.083 400.00 10.00 12.00 8.50 4.67 3.00 0.00 8.27 7701.75 8.27 10.87 1623.43 10.87 43.25 162.16 43.25 50.26 58.36 50.26 0.00 112.648 400.05 10.05 12.06 8.55 4.70 3.03 0.00 8.29 7921.16 8.29 10.91 1682.37 10.91 43.43 170.25 43.43 50.59 58.44 50.59 0.00 113.210 400.10 10.10 12.12 8.60 4.73 3.07 0.00 8.31 8145.49 8.31 10.94 1742.98 10.94 43.60 178.73 43.60 50.92 58.55 50.92 0.00 113.769 400.15 10.15 12.18 8.65 4.77 3.10 0.00 8.33 8374.83 8.33 10.98 1805.30 10.98 43.77 187.62 43.77 51.25 58.69 51.25 0.00 114.325 400.20 10.20 12.24 8.70 4.80 3.13 0.00 8.35 8609.26 8.35 11.01 1869.37 11.01 43.94 196.93 43.94 51.58 58.87 51.58 0.00 114.878 400.25 10.25 12.30 8.75 4.83 3.17 0.00 8.37 8848.87 8.37 11.04 1935.21 11.04 44.11 206.67 44.11 51.90 59.09 51.90 0.00 115.428 400.30 10.30 12.36 8.80 4.87 3.20 0.00 8.39 9093.73 8.39 11.08 2002.87 11.08 44.28 216.86 44.28 52.23 59.35 52.23 0.00 115.976 400.35 10.35 12.42 8.85 4.90 3.23 0.00 8.41 9343.94 8.41 11.11 2072.38 11.11 44.45 227.51 44.45 52.55 59.66 52.55 0.00 116.520 400.40 10.40 12.48 8.90 4.93 3.27 0.00 8.44 9599.58 8.44 11.14 2143.79 11.14 44.62 238.63 44.62 52.87 60.03 52.87 0.00 117.062 400.45 10.45 12.54 8.95 4.97 3.30 0.00 8.46 9860.73 8.46 11.18 2217.11 11.18 44.78 250.24 44.78 53.19 60.47 53.19 0.00 117.601 400.50 10.50 12.60 9.00 5.00 3.33 0.00 8.48 10127.49 8.48 11.21 2292.40 11.21 44.95 262.36 44.95 53.50 60.97 53.50 0.00 118.138 400.55 10.55 12.66 9.05 5.03 3.37 0.00 8.50 10399.94 8.50 11.24 2369.70 11.24 45.12 275.00 45.12 53.81 61.55 53.81 0.00 118.672 400.60 10.60 12.72 9.10 5.07 3.40 0.00 8.52 10678.17 8.52 11.27 2449.03 11.27 45.28 288.17 45.28 54.13 62.21 54.13 0.00 119.203 400.65 10.65 12.78 9.15 5.10 3.43 0.00 8.54 10962.28 8.54 11.31 2530.45 11.31 45.45 301.89 45.45 54.44 62.96 54.44 0.00 119.732 400.70 10.70 12.84 9.20 5.13 3.47 0.00 8.56 11252.35 8.56 11.34 2613.99 11.34 45.61 316.18 45.61 54.75 63.81 54.75 0.00 120.258 400.75 10.75 12.90 9.25 5.17 3.50 0.00 8.58 11548.49 8.58 11.37 2699.69 11.37 45.77 331.05 45.77 55.05 64.77 55.05 0.00 120.782 400.80 10.80 12.96 9.30 5.20 3.53 0.00 8.60 11850.77 8.60 11.41 2787.59 11.41 45.94 346.51 45.94 55.36 65.83 55.36 0.00 121.303 400.85 10.85 13.02 9.35 5.23 3.57 0.00 8.62 12159.30 8.62 11.44 2877.73 11.44 46.10 362.60 46.10 55.66 67.02 55.66 0.00 121.822 400.90 10.90 13.08 9.40 5.27 3.60 0.00 8.64 12474.17 8.64 11.47 2970.16 11.47 46.26 379.31 46.26 55.96 68.34 55.96 0.00 122.339 400.95 10.95 13.14 9.45 5.30 3.63 0.00 8.67 12795.48 8.67 11.50 3064.92 11.50 46.42 396.68 46.42 56.26 69.79 56.26 0.00 122.853 401.00 11.00 13.20 9.50 5.33 3.67 0.00 8.69 13123.32 8.69 11.53 3162.05 11.53 46.58 414.71 46.58 56.56 71.39 56.56 0.00 123.365 401.05 11.05 13.26 9.55 5.37 3.70 0.00 8.71 13457.80 8.71 11.57 3261.59 11.57 46.75 433.42 46.75 56.86 73.15 56.86 0.00 123.875 401.10 11.10 13.32 9.60 5.40 3.73 0.00 8.73 13799.01 8.73 11.60 3363.59 11.60 46.90 452.84 46.90 57.15 75.07 57.15 0.00 124.383 401.15 11.15 13.38 9.65 5.43 3.77 0.00 8.75 14147.06 8.75 11.63 3468.10 11.63 47.06 472.98 47.06 57.45 77.17 57.45 0.00 124.888 401.20 11.20 13.44 9.70 5.47 3.80 0.00 8.77 14502.03 8.77 11.66 3575.15 11.66 47.22 493.87 47.22 57.74 79.45 57.74 0.00 125.391 401.25 11.25 13.50 9.75 5.50 3.83 0.00 8.79 14864.05 8.79 11.69 3684.79 11.69 47.38 515.51 47.38 58.03 81.93 58.03 0.00 125.892 401.30 11.30 13.56 9.80 5.53 3.87 0.00 8.81 15233.20 8.81 11.72 3797.08 11.72 47.54 537.92 47.54 58.32 84.61 58.32 0.00 126.391 401.35 11.35 13.62 9.85 5.57 3.90 0.00 8.83 15609.60 8.83 11.76 3912.05 11.76 47.70 561.14 47.70 58.61 87.50 58.61 0.00 126.888 401.40 11.40 13.68 9.90 5.60 3.93 0.00 8.85 15993.35 8.85 11.79 4029.75 11.79 47.85 585.18 47.85 58.89 90.63 58.89 0.00 127.383 401.45 11.45 13.74 9.95 5.63 3.97 0.00 8.87 16384.55 8.87 11.82 4150.23 11.82 48.01 610.05 48.01 59.18 93.99 59.18 0.00 127.875 401.50 11.50 13.80 10.00 5.67 4.00 0.00 8.89 16783.32 8.89 11.85 4273.55 11.85 48.16 635.78 48.16 59.46 97.61 59.46 0.00 128.366 401.55 11.55 13.86 10.05 5.70 4.03 0.01 8.91 17189.76 8.91 11.88 4399.74 11.88 48.32 662.39 48.32 59.75 101.48 59.75 2.38 131.238 401.60 11.60 13.92 10.10 5.73 4.07 0.02 8.93 17603.97 8.93 11.91 4528.85 11.91 48.47 689.90 48.47 60.03 105.63 60.03 6.74 136.081 401.65 11.65 13.98 10.15 5.77 4.10 0.03 8.95 18026.08 8.95 11.94 4660.95 11.94 48.63 718.34 48.63 60.31 110.07 60.31 12.38 142.208 401.70 11.70 14.04 10.20 5.80 4.13 0.04 8.97 18456.19 8.97 11.97 4796.07 11.97 48.78 747.72 48.78 60.58 114.81 60.58 19.06 149.372 401.75 11.75 14.10 10.25 5.83 4.17 0.05 8.99 18894.42 8.99 12.01 4934.27 12.01 48.94 778.06 48.94 60.86 119.86 60.86 26.64 157.431 401.80 11.80 14.16 10.30 5.87 4.20 0.06 9.01 19340.87 9.01 12.04 5075.59 12.04 49.09 809.39 49.09 61.14 125.24 61.14 35.02 166.289 401.85 11.85 14.22 10.35 5.90 4.23 0.07 9.03 19795.66 9.03 12.07 5220.10 12.07 49.24 841.74 49.24 61.41 130.96 61.41 44.13 175.877 401.90 11.90 14.28 10.40 5.93 4.27 0.08 9.05 20258.91 9.05 12.10 5367.85 12.10 49.39 875.12 49.39 61.69 137.03 61.69 53.92 186.139 401.96 11.96 14.35 10.46 5.97 4.31 0.09 9.07 20826.14 9.07 12.13 5549.48 12.13 49.57 916.57 49.57 62.01 144.81 62.01 66.49 199.282 402.00 12.00 14.40 10.50 6.00 4.33 0.09 9.09 21211.26 9.09 12.16 5673.25 12.16 49.69 945.07 49.69 62.23 150.30 62.23 75.35 208.518 402.05 12.05 14.46 10.55 6.03 4.37 0.10 9.11 21700.59 9.11 12.19 5831.02 12.19 49.84 981.69 49.84 62.50 157.53 62.50 86.93 220.569 402.10 12.10 14.52 10.60 6.07 4.40 0.11 9.13 22198.84 9.13 12.22 5992.24 12.22 49.99 1019.45 49.99 62.77 165.17 62.77 99.05 233.157 390.20 0.20 0.24 0.00 0.00 0.00 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.120 390.25 0.25 0.30 0.00 0.00 0.00 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.184 402.15 12.15 14.58 10.65 6.10 4.43 0.12 9.15 22706.15 9.15 12.25 6156.96 12.25 50.14 1058.36 50.14 63.04 173.25 63.04 111.68 246.259 402.20 12.20 14.64 10.70 6.13 4.47 0.13 9.17 23222.63 9.17 12.28 6325.25 12.28 50.29 1098.44 50.29 63.30 181.77 63.30 124.82 259.856 402.25 12.25 14.70 10.75 6.17 4.50 0.14 9.18 23748.41 9.18 12.31 6497.16 12.31 50.44 1139.74 50.44 63.57 190.75 63.57 138.43 273.929 402.30 12.30 14.76 10.80 6.20 4.53 0.15 9.20 24283.61 9.20 12.34 6672.74 12.34 50.59 1182.26 50.59 63.83 200.22 63.83 152.50 288.461 402.35 12.35 14.82 10.85 6.23 4.57 0.16 9.22 24828.35 9.22 12.37 6852.05 12.37 50.74 1226.04 50.74 64.10 210.18 64.10 167.01 303.439 402.40 12.40 14.88 10.90 6.27 4.60 0.17 9.24 25382.76 9.24 12.40 7035.16 12.40 50.88 1271.11 50.88 64.36 220.66 64.36 181.97 318.849 402.45 12.45 14.94 10.95 6.30 4.63 0.18 9.26 25946.97 9.26 12.43 7222.12 12.43 51.03 1317.48 51.03 64.62 231.67 64.62 197.34 334.678 402.50 12.50 15.00 11.00 6.33 4.67 0.19 9.28 26521.11 9.28 12.46 7412.99 12.46 51.18 1365.20 51.18 64.88 243.24 64.88 213.12 350.916 402.55 12.55 15.06 11.05 6.37 4.70 0.20 9.30 27105.31 9.30 12.49 7607.83 12.49 51.32 1414.27 51.32 65.14 255.37 65.14 229.30 367.552 402.60 12.60 15.12 11.10 6.40 4.73 0.21 9.32 27699.69 9.32 12.52 7806.71 12.52 51.47 1464.74 51.47 65.40 268.10 65.40 245.87 384.577 402.65 12.65 15.18 11.15 6.43 4.77 0.22 9.34 28304.39 9.34 12.55 8009.68 12.55 51.61 1516.64 51.61 65.65 281.43 65.65 262.83 401.981 402.70 12.70 15.24 11.20 6.47 4.80 0.23 9.36 28919.54 9.36 12.58 8216.80 12.58 51.76 1569.98 51.76 65.91 295.39 65.91 280.15 419.756 402.75 12.75 15.30 11.25 6.50 4.83 0.23 9.38 29545.28 9.38 12.61 8428.14 12.61 51.90 1624.80 51.90 66.16 310.00 66.16 297.84 437.894 402.80 12.80 15.36 11.30 6.53 4.87 0.24 9.40 30181.74 9.40 12.63 8643.77 12.63 52.05 1681.13 52.05 66.42 325.29 66.42 315.89 456.389 402.85 12.85 15.42 11.35 6.57 4.90 0.25 9.41 30829.05 9.41 12.66 8863.74 12.66 52.19 1738.99 52.19 66.67 341.26 66.67 334.29 475.232 402.90 12.90 15.48 11.40 6.60 4.93 0.26 9.43 31487.36 9.43 12.69 9088.12 12.69 52.33 1798.43 52.33 66.92 357.95 66.92 353.03 494.418 402.95 12.95 15.54 11.45 6.63 4.97 0.27 9.45 32156.81 9.45 12.72 9316.97 12.72 52.48 1859.46 52.48 67.17 375.37 67.17 372.11 513.940 403.00 13.00 15.60 11.50 6.67 5.00 0.28 9.47 32837.53 9.47 12.75 9550.37 12.75 52.62 1922.12 52.62 67.42 393.54 67.42 383.71 525.972 403.05 13.05 15.66 11.55 6.70 5.03 0.29 9.49 33529.66 9.49 12.78 9788.37 12.78 52.76 1986.44 52.76 67.67 412.50 67.67 390.05 532.754 403.10 13.10 15.72 11.60 6.73 5.07 0.30 9.51 34233.34 9.51 12.81 10031.05 12.81 52.90 2052.45 52.90 67.92 432.25 67.92 396.29 539.433 403.15 13.15 15.78 11.65 6.77 5.10 0.31 9.53 34948.73 9.53 12.84 10278.48 12.84 53.04 2120.18 53.04 68.17 452.83 68.17 402.43 546.013 403.20 13.20 15.84 11.70 6.80 5.13 0.32 9.55 35675.96 9.55 12.87 10530.71 12.87 53.19 2189.68 53.19 68.42 474.26 68.42 408.49 552.500 403.25 13.25 15.90 11.75 6.83 5.17 0.33 9.56 36415.18 9.56 12.90 10787.82 12.90 53.33 2260.96 53.33 68.66 496.57 68.66 414.45 558.897 403.30 13.30 15.96 11.80 6.87 5.20 0.34 9.58 37166.53 9.58 12.92 11049.89 12.92 53.47 2334.06 53.47 68.91 519.77 68.91 420.33 565.209 403.35 13.35 16.02 11.85 6.90 5.23 0.35 9.60 37930.17 9.60 12.95 11316.97 12.95 53.61 2409.01 53.61 69.15 543.89 69.15 426.13 571.437 403.40 13.40 16.08 11.90 6.93 5.27 0.36 9.62 38706.24 9.62 12.98 11589.15 12.98 53.75 2485.86 53.75 69.39 568.97 69.39 431.85 577.587 403.45 13.45 16.14 11.95 6.97 5.30 0.37 9.64 39494.89 9.64 13.01 11866.48 13.01 53.88 2564.63 53.88 69.64 595.01 69.64 437.49 583.660 403.50 13.50 16.20 12.00 7.00 5.33 0.38 9.66 40296.28 9.66 13.04 12149.06 13.04 54.02 2645.35 54.02 69.88 622.06 69.88 443.07 589.661 403.55 13.55 16.26 12.05 7.03 5.37 0.38 9.68 41110.56 9.68 13.07 12436.94 13.07 54.16 2728.07 54.16 70.12 650.14 70.12 448.57 595.590 403.60 13.60 16.32 12.10 7.07 5.40 0.39 9.69 41937.87 9.69 13.09 12730.20 13.09 54.30 2812.82 54.30 70.36 679.26 70.36 454.01 601.452 403.65 13.65 16.38 12.15 7.10 5.43 0.40 9.71 42778.39 9.71 13.12 13028.92 13.12 54.44 2899.63 54.44 70.60 709.48 70.60 459.38 607.248 403.70 13.70 16.44 12.20 7.13 5.47 0.41 9.73 43632.26 9.73 13.15 13333.17 13.15 54.57 2988.54 54.57 70.83 740.80 70.83 464.69 612.981 403.75 13.75 16.50 12.25 7.17 5.50 0.42 9.75 44499.63 9.75 13.18 13643.03 13.18 54.71 3079.59 54.71 71.07 773.26 71.07 469.94 618.653 403.80 13.80 16.56 12.30 7.20 5.53 0.43 9.77 45380.68 9.77 13.21 13958.57 13.21 54.85 3172.82 54.85 71.31 806.89 71.31 475.13 624.265 403.85 13.85 16.62 12.35 7.23 5.57 0.44 9.79 46275.56 9.79 13.23 14279.87 13.23 54.98 3268.25 54.98 71.54 841.71 71.54 480.27 629.820 403.90 13.90 16.68 12.40 7.27 5.60 0.45 9.80 47184.42 9.80 13.26 14607.00 13.26 55.12 3365.94 55.12 71.78 877.76 71.78 485.35 635.319 Depth (ft) Area (sqft) 0.00 17535 0.05 17647 0.10 17758 0.15 17870 0.20 17982 0.25 18093 0.30 18205 0.35 18317 0.40 18428 0.45 18540 0.50 18651 0.55 18763 0.60 18875 0.65 18986 0.70 19098 0.75 19210 0.80 19321 0.85 19433 0.90 19545 0.95 19656 1.00 19768 1.05 19873 1.10 19979 1.15 20085 1.20 20190 1.25 20296 1.30 20401 1.35 20507 1.40 20613 1.45 20718 1.50 20824 1.55 20929 1.60 21035 1.65 21140 1.70 21246 1.75 21352 1.80 21457 1.85 21563 1.90 21668 1.95 21774 2.00 21880 2.05 21991 Ex Detention Bain Otay Ranch Village 7 R-8 / Stage Storage Depth (ft) Area (sqft) 2.10 22102 2.15 22213 2.20 22325 2.25 22436 2.30 22547 2.35 22659 2.40 22770 2.45 22881 2.50 22993 2.55 23104 2.60 23215 2.65 23326 2.70 23438 2.75 23549 2.80 23660 2.85 23772 2.90 23883 2.95 23994 3.00 24106 3.05 24215 3.10 24325 3.15 24435 3.20 24545 3.25 24655 3.30 24765 3.35 24875 3.40 24985 3.45 25095 3.50 25205 3.55 25315 3.60 25425 3.65 25535 3.70 25645 3.75 25755 3.80 25865 3.85 25975 3.90 26085 3.95 26195 4.00 26305 4.05 26420 4.10 26536 4.15 26652 4.20 26768 4.25 26883 4.30 26999 Depth (ft) Area (sqft) 4.35 27115 4.40 27230 4.45 27346 4.50 27462 4.55 27578 4.60 27693 4.65 27809 4.70 27925 4.75 28040 4.80 28156 4.85 28272 4.90 28388 4.95 28503 5.00 28619 5.05 28739 5.10 28860 5.15 28980 5.20 29101 5.25 29221 5.30 29342 5.35 29462 5.40 29582 5.45 29703 5.50 29823 5.55 29944 5.60 30064 5.65 30184 5.70 30305 5.75 30425 5.80 30546 5.85 30666 5.90 30787 5.95 30907 6.00 31027 6.05 31160 6.10 31292 6.15 31424 6.20 31557 6.25 31689 6.30 31821 6.35 31954 6.40 32086 6.45 32219 6.50 32351 6.55 32483 Depth (ft) Area (sqft) 6.60 32616 6.65 32748 6.70 32880 6.75 33013 6.80 33145 6.85 33277 6.90 33410 6.95 33542 7.00 33674 7.05 33810 7.10 33945 7.15 34081 7.20 34216 7.25 34352 7.30 34487 7.35 34623 7.40 34758 7.45 34894 7.50 35029 7.55 35165 7.60 35300 7.65 35436 7.70 35571 7.75 35707 7.80 35842 7.85 35977 7.90 36113 7.95 36248 8.00 36384 8.05 36523 8.10 36662 8.15 36801 8.20 36941 8.25 37080 8.30 37219 8.35 37358 8.40 37497 8.45 37636 8.50 37776 8.55 37915 8.60 38054 8.65 38193 8.70 38332 8.75 38471 8.80 38611 Depth (ft) Area (sqft) 8.85 38750 8.90 38889 8.95 39028 9.00 39167 9.05 39311 9.10 39455 9.15 39599 9.20 39743 9.25 39887 9.30 40031 9.35 40175 9.40 40319 9.45 40463 9.50 40607 9.55 40751 9.60 40895 9.65 41039 9.70 41183 9.75 41327 9.80 41471 9.85 41615 9.90 41759 9.95 41903 10.00 42047 10.05 42200 10.10 42353 10.15 42506 10.20 42659 10.25 42812 10.30 42965 10.35 43118 10.40 43271 10.45 43424 10.50 43577 10.55 43730 10.60 43883 10.65 44036 10.70 44189 10.75 44342 10.80 44495 10.85 44648 10.90 44801 10.95 44954 11.00 45107 11.05 45270 Depth (ft) Area (sqft) 11.10 45432 11.15 45595 11.20 45758 11.25 45920 11.30 46083 11.35 46246 11.40 46408 11.45 46571 11.50 46734 11.55 46896 11.60 47059 11.65 47222 11.70 47384 11.75 47547 11.80 47710 11.85 47872 11.90 48035 11.95 48198 12.00 48360 12.05 48537 12.10 48713 12.15 48889 12.20 49066 12.25 49242 12.30 49419 12.35 49595 12.40 49772 12.45 49948 12.50 50124 12.55 50301 12.60 50477 12.65 50654 12.70 50830 12.75 51007 12.80 51183 12.85 51359 12.90 51536 12.95 51712 13.00 51889 13.05 52065 13.10 52242 13.15 52418 13.20 52594 13.25 52771 13.30 52947 Depth (ft) Area (sqft) 13.35 53124 13.40 53300 13.45 53477 13.50 53653 13.55 53829 13.60 54006 13.65 54182 13.70 54359 13.75 54535 13.80 54712 13.85 54888 13.90 55064 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T 0.00 0.000 879.5 60.807 93.32 0.05 0.008 885.1 12.577 32.51 0.10 0.031 890.7 4.968 19.94 0.15 0.069 896.3 2.642 14.97 0.20 0.120 901.9 1.646 12.33 0.25 0.184 907.5 1.130 10.68 0.30 0.262 913.0 0.829 9.55 0.35 0.350 918.6 0.637 8.72 0.40 0.450 924.2 0.508 8.08 0.45 0.560 929.8 0.417 7.58 0.50 0.680 935.4 0.349 7.16 0.55 0.808 940.9 0.299 6.81 0.60 0.943 946.5 0.259 6.51 0.65 1.085 952.1 0.228 6.25 0.70 1.232 957.7 0.203 6.02 0.75 1.385 963.3 0.183 5.82 0.80 1.541 968.9 0.166 5.64 0.85 1.700 974.4 0.152 5.47 0.90 1.861 980.0 0.143 5.32 0.95 1.950 985.6 0.137 5.18 1.00 2.039 991.0 0.132 5.04 1.05 2.125 996.3 0.128 4.91 1.10 2.207 1001.6 0.124 4.78 1.15 2.286 1006.9 0.120 4.65 1.20 2.363 1012.1 0.117 4.53 1.25 2.437 1017.4 0.114 4.42 1.30 2.509 1022.7 0.112 4.30 1.35 2.579 1028.0 0.109 4.19 1.40 2.648 1033.3 0.107 4.08 1.45 2.714 1038.5 0.105 3.98 1.50 2.779 1043.8 0.103 3.87 1.55 2.851 1049.1 0.101 3.77 1.60 2.939 1054.4 0.098 3.67 1.65 3.041 1059.7 0.095 3.57 1.70 3.157 1064.9 0.092 3.47 1.75 3.288 1070.2 0.088 3.38 1.80 3.431 1075.5 0.085 3.29 1.85 3.588 1080.8 0.082 3.21 1.90 3.756 1086.1 0.078 3.13 1.95 3.936 1091.3 0.075 3.05 2.00 4.126 1096.8 0.072 2.97 2.05 4.327 1102.3 0.069 2.90 2.10 4.536 1107.9 0.066 2.83 2.15 4.754 1113.5 0.064 2.77 2.20 4.980 1119.0 0.061 2.70 2.25 5.213 1124.6 0.059 2.64 2.30 5.452 1130.1 0.056 2.58 2.35 5.696 1135.7 0.054 2.53 2.40 5.944 1141.3 0.052 2.47 2.45 6.196 1146.8 0.050 2.42 2.50 6.451 1152.4 0.049 2.37 Ex Basin QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 2.55 6.708 1158.0 0.047 2.32 2.60 6.923 1163.5 0.046 2.27 2.65 7.090 1169.1 0.045 2.23 2.70 7.251 1174.7 0.045 2.18 2.75 7.408 1180.2 0.044 2.14 2.80 7.561 1185.8 0.043 2.09 2.85 7.710 1191.4 0.043 2.05 2.90 7.855 1196.9 0.042 2.01 2.95 7.997 1202.5 0.041 1.97 3.00 8.136 1208.0 0.041 1.92 3.05 8.295 1213.5 0.040 1.88 3.10 8.492 1219.0 0.039 1.84 3.15 8.726 1224.5 0.038 1.80 3.20 8.998 1230.0 0.037 1.77 3.25 9.306 1235.5 0.036 1.73 3.30 9.649 1241.0 0.035 1.69 3.35 10.027 1246.5 0.034 1.66 3.40 10.439 1252.0 0.033 1.62 3.45 10.884 1257.5 0.031 1.59 3.50 11.360 1263.0 0.030 1.56 3.55 11.868 1268.5 0.029 1.53 3.60 12.405 1274.0 0.028 1.50 3.65 12.971 1279.5 0.027 1.47 3.70 13.565 1285.0 0.026 1.45 3.75 14.185 1290.5 0.025 1.42 3.80 14.831 1296.0 0.024 1.39 3.85 15.500 1301.5 0.023 1.37 3.90 16.192 1307.0 0.022 1.35 3.95 16.906 1312.5 0.021 1.33 4.00 17.639 1318.1 0.020 1.31 4.05 18.392 1323.9 0.020 1.28 4.10 19.162 1329.7 0.019 1.27 4.15 19.948 1335.5 0.018 1.25 4.20 20.750 1341.3 0.018 1.23 4.25 21.564 1347.1 0.017 1.21 4.30 22.391 1352.8 0.016 1.19 4.35 23.228 1358.6 0.016 1.18 4.40 24.074 1364.4 0.015 1.16 4.45 24.929 1370.2 0.015 1.15 4.50 25.789 1376.0 0.015 1.13 4.55 26.655 1381.8 0.014 1.12 4.60 27.525 1387.6 0.014 1.10 4.65 28.397 1393.3 0.014 1.09 4.70 28.706 1399.1 0.013 1.07 4.75 29.235 1404.9 0.013 1.06 4.80 29.752 1410.7 0.013 1.05 4.85 30.258 1416.5 0.013 1.03 4.90 30.754 1422.3 0.013 1.02 4.95 31.241 1428.1 0.013 1.01 5.00 31.718 1434.0 0.012 1.00 5.05 32.188 1440.0 0.012 0.98 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 5.10 32.649 1446.0 0.012 0.97 5.15 33.103 1452.0 0.012 0.96 5.20 33.550 1458.0 0.012 0.95 5.25 33.990 1464.1 0.012 0.94 5.30 34.424 1470.1 0.012 0.92 5.35 34.852 1476.1 0.012 0.91 5.40 35.273 1482.1 0.012 0.90 5.45 35.689 1488.2 0.012 0.89 5.50 36.100 1494.2 0.011 0.88 5.55 36.539 1500.2 0.011 0.87 5.60 37.034 1506.2 0.011 0.85 5.65 37.585 1512.2 0.011 0.84 5.70 38.190 1518.3 0.011 0.83 5.75 38.848 1524.3 0.011 0.82 5.80 39.558 1530.3 0.011 0.81 5.85 40.320 1536.3 0.010 0.80 5.90 41.130 1542.3 0.010 0.79 5.95 41.989 1548.4 0.010 0.78 6.00 42.895 1554.7 0.010 0.77 6.05 43.845 1561.3 0.010 0.76 6.10 44.840 1567.9 0.010 0.75 6.15 45.876 1574.5 0.009 0.74 6.20 46.952 1581.1 0.009 0.73 6.25 48.067 1587.8 0.009 0.72 6.30 49.218 1594.4 0.009 0.71 6.35 50.405 1601.0 0.009 0.70 6.40 51.624 1607.6 0.009 0.69 6.45 52.874 1614.2 0.008 0.69 6.50 54.154 1620.9 0.008 0.68 6.55 55.461 1627.5 0.008 0.67 6.60 56.793 1634.1 0.008 0.66 6.65 58.148 1640.7 0.008 0.65 6.70 59.524 1647.3 0.008 0.65 6.75 60.919 1653.9 0.007 0.64 6.80 62.332 1660.6 0.007 0.63 6.85 63.759 1667.2 0.007 0.62 6.90 65.199 1673.8 0.007 0.62 6.95 66.650 1680.4 0.007 0.61 7.00 68.110 1687.1 0.007 0.60 7.05 69.577 1693.9 0.007 0.59 7.10 71.048 1700.7 0.007 0.59 7.15 72.522 1707.4 0.007 0.58 7.20 73.151 1714.2 0.006 0.58 7.25 74.108 1721.0 0.006 0.57 7.30 75.047 1727.7 0.006 0.56 7.35 75.968 1734.5 0.006 0.56 7.40 76.874 1741.3 0.006 0.55 7.45 77.764 1748.1 0.006 0.54 7.50 78.641 1754.8 0.006 0.54 7.55 79.504 1761.6 0.006 0.53 7.60 80.355 1768.4 0.006 0.52 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 7.65 81.193 1775.2 0.006 0.52 7.70 82.020 1781.9 0.006 0.51 7.75 82.836 1788.7 0.006 0.51 7.80 83.642 1795.5 0.006 0.50 7.85 84.437 1802.3 0.006 0.49 7.90 85.223 1809.0 0.006 0.49 7.95 86.000 1815.8 0.006 0.48 8.00 86.768 1822.7 0.006 0.48 8.05 87.528 1829.6 0.006 0.47 8.10 88.279 1836.6 0.006 0.47 8.15 89.023 1843.6 0.006 0.46 8.20 89.758 1850.5 0.006 0.45 8.25 90.487 1857.5 0.006 0.45 8.30 91.208 1864.4 0.006 0.44 8.35 91.923 1871.4 0.006 0.44 8.40 92.631 1878.3 0.006 0.43 8.45 93.332 1885.3 0.006 0.43 8.50 94.028 1892.3 0.006 0.42 8.55 94.717 1899.2 0.006 0.41 8.60 95.400 1906.2 0.006 0.41 8.65 96.078 1913.1 0.006 0.40 8.70 96.750 1920.1 0.005 0.40 8.75 97.416 1927.1 0.005 0.39 8.80 98.077 1934.0 0.005 0.39 8.85 98.734 1941.0 0.005 0.38 8.90 99.385 1947.9 0.005 0.38 8.95 100.031 1954.9 0.005 0.37 9.00 100.672 1962.0 0.005 0.37 9.05 101.309 1969.2 0.005 0.36 9.10 101.941 1976.4 0.005 0.35 9.15 102.569 1983.6 0.005 0.35 9.20 103.193 1990.8 0.005 0.34 9.25 103.812 1998.0 0.005 0.34 9.30 104.427 2005.2 0.005 0.33 9.35 105.038 2012.4 0.005 0.33 9.40 105.645 2019.6 0.005 0.32 9.45 106.248 2026.8 0.005 0.32 9.50 106.848 2034.0 0.005 0.31 9.55 107.443 2041.2 0.005 0.31 9.60 108.035 2048.4 0.005 0.30 9.65 108.624 2055.6 0.005 0.30 9.70 109.209 2062.8 0.005 0.29 9.75 109.790 2070.0 0.005 0.29 9.80 110.368 2077.2 0.005 0.28 9.85 110.943 2084.4 0.005 0.28 9.90 111.515 2091.6 0.005 0.27 9.95 112.083 2098.8 0.005 0.26 10.00 112.648 2106.2 0.005 0.26 10.05 113.210 2113.8 0.005 0.25 10.10 113.769 2121.5 0.005 0.25 10.15 114.325 2129.1 0.005 0.24 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 10.20 114.878 2136.8 0.005 0.24 10.25 115.428 2144.4 0.005 0.23 10.30 115.976 2152.1 0.005 0.23 10.35 116.520 2159.7 0.005 0.22 10.40 117.062 2167.4 0.005 0.22 10.45 117.601 2175.0 0.005 0.21 10.50 118.138 2182.7 0.005 0.21 10.55 118.672 2190.3 0.005 0.20 10.60 119.203 2198.0 0.005 0.20 10.65 119.732 2205.6 0.005 0.19 10.70 120.258 2213.3 0.005 0.19 10.75 120.782 2220.9 0.005 0.18 10.80 121.303 2228.6 0.005 0.18 10.85 121.822 2236.2 0.005 0.17 10.90 122.339 2243.9 0.005 0.17 10.95 122.853 2251.5 0.005 0.16 11.00 123.365 2259.4 0.005 0.16 11.05 123.875 2267.6 0.005 0.15 11.10 124.383 2275.7 0.005 0.15 11.15 124.888 2283.8 0.005 0.14 11.20 125.391 2292.0 0.005 0.14 11.25 125.892 2300.1 0.005 0.13 11.30 126.391 2308.2 0.005 0.13 11.35 126.888 2316.4 0.005 0.12 11.40 127.383 2324.5 0.005 0.12 11.45 127.875 2332.6 0.005 0.11 11.50 128.366 2340.7 0.005 0.11 11.55 131.238 2348.9 0.005 0.10 11.60 136.081 2357.0 0.005 0.10 11.65 142.208 2365.1 0.005 0.09 11.70 149.372 2373.3 0.004 0.09 11.75 157.431 2381.4 0.004 0.08 11.80 166.289 2389.5 0.004 0.08 11.85 175.877 2397.7 0.004 0.08 11.90 186.139 2405.8 0.003 0.07 11.95 199.282 2413.9 0.003 0.07 12.00 208.518 2422.4 0.003 0.06 12.05 220.569 2431.2 0.003 0.06 12.10 233.157 2440.1 0.003 0.06 12.15 246.259 2448.9 0.003 0.06 12.20 259.856 2457.7 0.003 0.05 12.25 273.929 2466.5 0.002 0.05 12.30 288.461 2475.3 0.002 0.05 12.35 303.439 2484.2 0.002 0.05 12.40 318.849 2493.0 0.002 0.04 12.45 334.678 2501.8 0.002 0.04 12.50 350.916 2510.6 0.002 0.04 12.55 367.552 2519.5 0.002 0.04 12.60 384.577 2528.3 0.002 0.04 12.65 401.981 2537.1 0.002 0.03 12.70 419.756 2545.9 0.002 0.03 QSub Drain=0.000 cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T Ex Basin 12.75 437.894 2554.7 0.002 0.03 12.80 456.389 2563.6 0.002 0.03 12.85 475.232 2572.4 0.001 0.03 12.90 494.418 2581.2 0.001 0.03 12.95 513.940 2590.0 0.001 0.02 13.00 525.972 2598.8 0.001 0.02 13.05 532.754 2607.7 0.001 0.02 13.10 539.433 2616.5 0.001 0.02 13.15 546.013 2625.3 0.001 0.02 13.20 552.500 2634.1 0.001 0.02 13.25 558.897 2643.0 0.001 0.02 13.30 565.209 2651.8 0.001 0.01 13.35 571.437 2660.6 0.001 0.01 13.40 577.587 2669.4 0.001 0.01 13.45 583.660 2678.2 0.001 0.01 13.50 589.661 2687.1 0.001 0.01 13.55 595.590 2695.9 0.001 0.01 13.60 601.452 2704.7 0.001 0.01 13.65 607.248 2713.5 0.001 0.01 13.70 612.981 2722.3 0.001 0.00 13.75 618.653 2731.2 0.001 0.00 13.80 624.265 2740.0 0.001 0.00 13.85 629.820 2748.8 0.001 0.00 13.90 635.319 0.0 0.000 0.00 POC 2 Vault #1 Discharge Discharge vs Elevation Table Low orifice:1.922 "Top orifice:3 " Number:1 Number:4 Cg-low:0.61 Cg-low:0.61 invert elev:0.00 ft invert elev:4.00 ft Middle orifice:2.5 "Emergency inlet: number of orif:2 Rim height:4.65 ft Cg-middle:0.61 Riser Box LxW 3x1.92 sq ft invert elev:2.70 ft Weir Length 5.75 ft h H/D-low H/D-mid H/D-top Qlow-orif Qlow-weir Qtot-low Qmid-orif Qmid-weir Qtot-med Qtop-orif Qtop-weir Qtot-top Qemerg Qtot (ft)---(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs)(cfs) 0.0 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1 0.62 0.00 0.00 0.014 0.012 0.012 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.012 0.2 1.25 0.00 0.00 0.034 0.037 0.034 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.034 0.3 1.87 0.00 0.00 0.046 0.061 0.046 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.046 0.4 2.50 0.00 0.00 0.056 0.071 0.056 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.056 0.5 3.12 0.00 0.00 0.064 0.073 0.064 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0639 0.6 3.75 0.00 0.00 0.071 0.094 0.071 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0711 0.7 4.37 0.00 0.00 0.078 0.197 0.078 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0776 0.8 5.00 0.00 0.00 0.084 0.485 0.084 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0837 0.9 5.62 0.00 0.00 0.089 1.117 0.089 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0893 1.0 6.24 0.00 0.00 0.095 2.310 0.095 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0946 1.1 6.87 0.00 0.00 0.100 4.354 0.100 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0996 1.2 7.49 0.00 0.00 0.104 7.619 0.104 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1044 1.3 8.12 0.00 0.00 0.109 12.564 0.109 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1089 1.4 8.74 0.00 0.00 0.113 19.747 0.113 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1133 1.5 9.37 0.00 0.00 0.118 29.837 0.118 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1175 1.6 9.99 0.00 0.00 0.122 43.617 0.122 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1216 1.7 10.61 0.00 0.00 0.126 61.999 0.126 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1255 1.8 11.24 0.00 0.00 0.129 86.031 0.129 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1293 1.9 11.86 0.00 0.00 0.133 116.909 0.133 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1330 2.0 12.49 0.00 0.00 0.137 155.979 0.137 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1366 2.1 13.11 0.00 0.00 0.140 204.758 0.140 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1402 2.2 13.74 0.00 0.00 0.144 264.932 0.144 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1436 2.3 14.36 0.00 0.00 0.147 338.373 0.147 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1469 2.4 14.99 0.00 0.00 0.150 427.143 0.150 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1502 2.5 15.61 0.00 0.00 0.153 533.510 0.153 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1534 2.6 16.23 0.00 0.00 0.157 659.949 0.157 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1566 2.7 16.86 0.00 0.00 0.160 809.159 0.160 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.1596 2.8 17.48 0.48 0.00 0.163 984.067 0.163 0.000 0.028 0.028 0.000 0.000 0.000 0.000 0.1908 2.9 18.11 0.96 0.00 0.166 1187.841 0.166 0.103 0.096 0.096 0.000 0.000 0.000 0.000 0.2619 3.0 18.73 1.44 0.00 0.169 1423.896 0.169 0.148 0.176 0.148 0.000 0.000 0.000 0.000 0.3162 3.1 19.36 1.92 0.00 0.171 1695.907 0.171 0.182 0.240 0.182 0.000 0.000 0.000 0.000 0.3529 3.2 19.98 2.40 0.00 0.174 2007.816 0.174 0.210 0.273 0.210 0.000 0.000 0.000 0.000 0.3842 3.3 20.60 2.88 0.00 0.177 2363.841 0.177 0.235 0.279 0.235 0.000 0.000 0.000 0.000 0.4120 3.4 21.23 3.36 0.00 0.180 2768.486 0.180 0.258 0.294 0.258 0.000 0.000 0.000 0.000 0.4373 3.5 21.85 3.84 0.00 0.182 3226.553 0.182 0.278 0.395 0.278 0.000 0.000 0.000 0.000 0.4608 3.6 22.48 4.32 0.00 0.185 3743.147 0.185 0.298 0.707 0.298 0.000 0.000 0.000 0.000 0.4828 3.7 23.10 4.80 0.00 0.188 4323.686 0.188 0.316 1.416 0.316 0.000 0.000 0.000 0.000 0.5035 3.8 23.73 5.28 0.00 0.190 4973.915 0.190 0.333 2.776 0.333 0.000 0.000 0.000 0.000 0.5233 3.9 24.35 5.76 0.00 0.193 5699.910 0.193 0.349 5.123 0.349 0.000 0.000 0.000 0.000 0.5421 4.0 24.98 6.24 0.00 0.195 6508.090 0.195 0.365 8.878 0.365 0.000 0.000 0.000 0.000 0.5602 4.1 25.60 6.72 0.40 0.198 7405.224 0.198 0.380 14.564 0.380 0.000 0.063 0.063 0.000 0.6407 4.2 26.22 7.20 0.80 0.200 8398.446 0.200 0.394 22.809 0.394 0.263 0.223 0.223 0.000 0.8180 4.3 26.85 7.68 1.20 0.203 9495.256 0.203 0.408 34.362 0.408 0.402 0.431 0.402 0.000 1.0129 4.4 27.47 8.16 1.60 0.205 10703.536 0.205 0.422 50.098 0.422 0.504 0.631 0.504 0.000 1.1306 4.5 28.10 8.64 2.00 0.207 12031.558 0.207 0.435 71.029 0.435 0.589 0.782 0.589 0.000 1.2305 4.6 28.72 9.12 2.40 0.210 13487.992 0.210 0.447 98.314 0.447 0.662 0.860 0.662 0.000 1.3194 4.7 29.35 9.60 2.80 0.212 15081.914 0.212 0.460 133.269 0.460 0.729 0.879 0.729 0.214 1.6144 4.8 29.97 10.08 3.20 0.214 16822.820 0.214 0.471 177.378 0.471 0.790 0.897 0.790 1.112 2.5878 4.9 30.59 10.56 3.60 0.217 18720.631 0.217 0.483 232.298 0.483 0.846 1.033 0.846 2.393 3.9393 5.0 31.22 11.04 4.00 0.219 20785.704 0.219 0.495 299.874 0.495 0.899 1.476 0.899 3.965 5.5771 5.1 31.84 11.52 4.40 0.221 23028.842 0.221 0.506 382.146 0.506 0.949 2.497 0.949 5.780 7.4558 5.2 32.47 12.00 4.80 0.223 25461.303 0.223 0.517 481.359 0.517 0.997 4.466 0.997 7.810 9.5464 5.3 33.09 12.48 5.20 0.225 28094.808 0.225 0.527 599.973 0.527 1.042 7.859 1.042 10.034 11.8286 5.4 33.72 12.96 5.60 0.227 30941.553 0.227 0.538 740.673 0.538 1.085 13.272 1.085 12.437 14.2872 5.5 34.34 13.44 6.00 0.230 34014.214 0.230 0.548 906.377 0.548 1.127 21.435 1.127 15.005 16.9098 5.6 34.97 13.92 6.40 0.232 37325.962 0.232 0.558 1100.248 0.558 1.167 33.221 1.167 17.730 19.6866 5.7 35.59 14.40 6.80 0.234 40890.467 0.234 0.568 1325.704 0.568 1.206 49.663 1.206 20.601 22.6094 5.8 36.21 14.88 7.20 0.236 44721.914 0.236 0.578 1586.423 0.578 1.244 71.961 1.244 23.613 25.6709 5.9 36.84 15.36 7.60 0.238 48835.003 0.238 0.587 1886.359 0.587 1.281 101.498 1.281 26.759 28.8651 6.0 37.46 15.84 8.00 0.240 53244.966 0.240 0.597 2229.747 0.597 1.316 139.852 1.316 30.034 32.1867 depth area area (ac)elevation volume (cf) volume (acft) 0.0 2500 0.06 446.0 0 0.00 0.1 2500 0.06 446.1 250 0.01 0.2 2500 0.06 446.2 500 0.01 0.3 2500 0.06 446.3 750 0.02 0.4 2500 0.06 446.4 1000 0.02 0.5 2500 0.06 446.5 1250 0.03 0.6 2500 0.06 446.6 1500 0.03 0.7 2500 0.06 446.7 1750 0.04 0.8 2500 0.06 446.8 2000 0.05 0.9 2500 0.06 446.9 2250 0.05 1.0 2500 0.06 447.0 2500 0.06 1.1 2500 0.06 447.1 2750 0.06 1.2 2500 0.06 447.2 3000 0.07 1.3 2500 0.06 447.3 3250 0.07 1.4 2500 0.06 447.4 3500 0.08 1.5 2500 0.06 447.5 3750 0.09 1.6 2500 0.06 447.6 4000 0.09 1.7 2500 0.06 447.7 4250 0.10 1.8 2500 0.06 447.8 4500 0.10 1.9 2500 0.06 447.9 4750 0.11 2.0 2500 0.06 448.0 5000 0.11 2.1 2500 0.06 448.1 5250 0.12 2.2 2500 0.06 448.2 5500 0.13 2.3 2500 0.06 448.3 5750 0.13 2.4 2500 0.06 448.4 6000 0.14 2.5 2500 0.06 448.5 6250 0.14 2.6 2500 0.06 448.6 6500 0.15 2.7 2500 0.06 448.7 6750 0.15 2.8 2500 0.06 448.8 7000 0.16 2.9 2500 0.06 448.9 7250 0.17 3.0 2500 0.06 449.0 7500 0.17 3.1 2500 0.06 449.1 7750 0.18 3.2 2500 0.06 449.2 8000 0.18 3.3 2500 0.06 449.3 8250 0.19 3.4 2500 0.06 449.4 8500 0.20 3.5 2500 0.06 449.5 8750 0.20 3.6 2500 0.06 449.6 9000 0.21 3.7 2500 0.06 449.7 9250 0.21 3.8 2500 0.06 449.8 9500 0.22 3.9 2500 0.06 449.9 9750 0.22 4.0 2500 0.06 450.0 10000 0.23 4.1 2500 0.06 450.1 10250 0.24 4.2 2500 0.06 450.2 10500 0.24 4.3 2500 0.06 450.3 10750 0.25 4.4 2500 0.06 450.4 11000 0.25 4.5 2500 0.06 450.5 11250 0.26 4.6 2500 0.06 450.6 11500 0.26 4.7 2500 0.06 450.7 11750 0.27 4.8 2500 0.06 450.8 12000 0.28 4.9 2500 0.06 450.9 12250 0.28 5.0 2500 0.06 451.0 12500 0.29 5.1 2500 0.06 451.1 12750 0.29 5.2 2500 0.06 451.2 13000 0.30 5.3 2500 0.06 451.3 13250 0.30 5.4 2500 0.06 451.4 13500 0.31 5.5 2500 0.06 451.5 13750 0.32 5.6 2500 0.06 451.6 14000 0.32 5.7 2500 0.06 451.7 14250 0.33 5.8 2500 0.06 451.8 14500 0.33 5.9 2500 0.06 451.9 14750 0.34 6.0 2500 0.06 452.0 15000 0.34 Vault #1 Stage Storage QSub Drain=N/A cfs Elevation QAVG (CFS)DV (CF)DT (HR)Total T 446.1 0.006 250 11.74 35.8 446.2 0.023 250 3.02 24.1 446.3 0.040 250 1.73 21.1 446.4 0.051 250 1.36 19.3 446.5 0.060 250 1.16 18.0 446.6 0.068 250 1.03 16.8 446.7 0.074 250 0.93 15.8 446.8 0.081 250 0.86 14.8 446.9 0.086 250 0.80 14.0 447.0 0.092 250 0.76 13.2 447.1 0.097 250 0.72 12.4 447.2 0.102 250 0.68 11.7 447.3 0.107 250 0.65 11.0 447.4 0.111 250 0.62 10.4 447.5 0.115 250 0.60 9.8 447.6 0.120 250 0.58 9.2 447.7 0.124 250 0.56 8.6 447.8 0.127 250 0.54 8.0 447.9 0.131 250 0.53 7.5 448.0 0.135 250 0.51 6.9 448.1 0.138 250 0.50 6.4 448.2 0.142 250 0.49 5.9 448.3 0.145 250 0.48 5.4 448.4 0.149 250 0.47 5.0 448.5 0.152 250 0.46 4.5 448.6 0.155 250 0.45 4.0 448.7 0.158 250 0.44 3.6 448.8 0.175 250 0.40 3.1 448.9 0.226 250 0.31 2.7 449.0 0.289 250 0.24 2.4 449.1 0.335 250 0.21 2.2 449.2 0.369 250 0.19 2.0 449.3 0.398 250 0.17 1.8 449.4 0.425 250 0.16 1.6 449.5 0.449 250 0.15 1.5 449.6 0.472 250 0.15 1.3 449.7 0.493 250 0.14 1.2 449.8 0.513 250 0.14 1.0 449.9 0.533 250 0.13 0.9 450.0 0.551 250 0.13 0.8 450.1 0.600 250 0.12 0.6 450.2 0.729 250 0.10 0.5 450.3 0.915 250 0.08 0.4 450.4 1.072 250 0.06 0.3 450.5 1.181 250 0.06 0.3 450.6 1.275 250 0.05 0.2 450.7 1.467 250 0.05 0.2 450.8 2.101 250 0.03 0.1 450.9 3.264 250 0.02 0.1 451.0 4.758 250 0.01 0.1 451.1 6.516 250 0.01 0.0 451.2 8.501 250 0.01 0.0 451.3 10.688 250 0.01 0.0 451.4 13.058 250 0.01 0.0 451.5 15.598 250 0.00 0.0 451.6 18.298 250 0.00 0.0 451.7 21.148 250 0.00 0.0 451.8 24.140 250 0.00 0.0 451.9 27.268 250 0.00 0.0 452.0 30.526 250 0.00 0.0 Vault #1 IV.SWMM INPUT DATA (EXISTING AND PROPOSED MODELS) Attached are the EPA-SWMM Model outputs for pre-development and post-development conditions for the POC. Similar modeling was used for analyzing the remaining POC locations using the input data found in the previous section. Each area, i.e., sub-catchments, outfalls, storage units, weir as a discharge, and outfalls (point of compliance), also are shown, as applicable. Variables in the modeling are associated with typical recommended values by the EPA-SWMM model and typical values found in technical literature (such as Maidment’s Handbook of Hydrology). Recommended values for the SWMM model have been obtained from the City of Chula Vista BMP manual Appendix G. Soil characteristics of the existing soils were determined based on data provided by Geotechnical Engineer/Geologist. KEY ASSUMPTIONS:Group C & D soils are representative of the existing conditions for the site. Some values incorporated within the SWMM model have been determined from the professional experience of H&A using conservative assumptions that tend to increase the size of the needed BMP and also generate a long-term runoff as a percentage of rainfall similar to those measured in gage stations in Southern California by the USGS. Description of model parameters and assumptions: N-Imperv – Manning’s N for impervious surfaces 0.012 (typical) N-Perv – Manning’s N for pervious surfaces 0.15 Dstore-Imperv – Depth of depression storage on impervious area (in) 0.05 (typical) Dstore-Perv – Depth of depression storage on pervious area (in) 0.100 %Zero-Imperv – Percentage of impervious area with no depression storage (%) 25 (typical) Suction Head – Soil capillary suction head (in) Conductivity – Soil saturated hydraulic conductivity (in/hr) -75% of these values if subcatchment is graded/compacted Initial Deficit – Initial moisture deficit (fraction) Soil Type Suction Head Conductivity Initial Deficit A 1.5 0.3 0.33 B 3 0.2 0.32 C 6 0.1 0.31 D 9 0.025 0.30 POC 1 – Pre-Developed Condition SWMM Model - EX Condition Input Data 1601-OTAY VILLAGE 7 R-8-EX.INP [TITLE] ;;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_AMPT FLOW_ROUTING KINWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING NO SKIP_STEADY_STATE NO START_DATE 08/28/1951 START_TIME 00:00:00 REPORT_START_DATE 08/28/1951 REPORT_START_TIME 00:00:00 END_DATE 03/16/2008 END_TIME 23:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 01:00:00 WET_STEP 00:15:00 DRY_STEP 04:00:00 ROUTING_STEP 0:01:00 RULE_STEP 00:00:00 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION H-W VARIABLE_STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- MONTHLY 0.06 0.08 0.11 0.16 0.18 0.21 0.21 0.20 0.16 0.12 0.08 0.06 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- LWROtay INTENSITY 1:00 1.0 TIMESERIES LWROtay [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- ExBasin LWROtay Stor-1 2.96 1.5 225 0.1 0 ;Proposed Developed Area - Village 7 R-8 Village7,R-8 LWROtay ExBasin 13.58 0 1193 12.78 0 ;Existing Developed Area - Otay Village 7 OtayVillage7 LWROtay ExBasin 136.19 47 1594 2.37 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ExBasin 0.012 0.15 0.05 .10 25 OUTLET Village7,R-8 0.012 0.15 0.05 0.10 25 OUTLET OtayVillage7 0.012 0.15 0.05 0.10 25 OUTLET [INFILTRATION] ;;Subcatchment Suction Ksat IMD ;;-------------- ---------- ---------- ---------- Page 1 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasin 9 0.01875 0.33 Village7,R-8 9 0.025 0.33 OtayVillage7 9 0.01875 .33 [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- POC-1 0 FREE NO [STORAGE] ;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD ;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- -------- -------- -------- ;ExBasin Stor-1 390 10.9 0 TABULAR ExBasin 0 1 [OUTLETS] ;;Name From Node To Node Offset Type QTable/Qcoeff Qexpon Gated ;;-------------- ---------------- ---------------- ---------- --------------- ---------------- ---------- -------- 1 Stor-1 POC-1 0 TABULAR/DEPTH ExBasinOutlet NO [CURVES] ;;Name Type X-Value Y-Value ;;-------------- ---------- ---------- ---------- ;Ex Basin Outlet ExBasinOutlet Rating 0.00 0.000 ExBasinOutlet 0.05 0.015 ExBasinOutlet 0.10 0.057 ExBasinOutlet 0.15 0.125 ExBasinOutlet 0.20 0.219 ExBasinOutlet 0.25 0.339 ExBasinOutlet 0.30 0.484 ExBasinOutlet 0.35 0.654 ExBasinOutlet 0.40 0.849 ExBasinOutlet 0.45 1.069 ExBasinOutlet 0.50 1.312 ExBasinOutlet 0.55 1.579 ExBasinOutlet 0.60 1.869 ExBasinOutlet 0.65 2.182 ExBasinOutlet 0.70 2.518 ExBasinOutlet 0.75 2.876 ExBasinOutlet 0.80 3.255 ExBasinOutlet 0.85 3.656 ExBasinOutlet 0.90 4.078 ExBasinOutlet 0.95 4.520 ExBasinOutlet 1.00 4.982 ExBasinOutlet 1.05 5.463 ExBasinOutlet 1.10 5.964 ExBasinOutlet 1.15 6.483 ExBasinOutlet 1.20 7.020 ExBasinOutlet 1.25 7.575 ExBasinOutlet 1.30 8.147 ExBasinOutlet 1.35 8.735 ExBasinOutlet 1.40 9.340 ExBasinOutlet 1.45 9.960 ExBasinOutlet 1.50 10.596 ExBasinOutlet 1.55 11.246 ExBasinOutlet 1.60 11.910 ExBasinOutlet 1.65 12.588 ExBasinOutlet 1.70 13.279 ExBasinOutlet 1.75 13.982 ExBasinOutlet 1.80 14.698 ExBasinOutlet 1.85 15.424 ExBasinOutlet 1.90 16.162 ExBasinOutlet 1.95 16.910 ExBasinOutlet 2.00 17.668 ExBasinOutlet 2.05 18.435 Page 2 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasinOutlet 2.10 19.211 ExBasinOutlet 2.15 19.995 ExBasinOutlet 2.20 20.787 ExBasinOutlet 2.25 21.586 ExBasinOutlet 2.30 22.391 ExBasinOutlet 2.35 23.203 ExBasinOutlet 2.40 24.020 ExBasinOutlet 2.45 24.842 ExBasinOutlet 2.50 25.668 ExBasinOutlet 2.55 26.498 ExBasinOutlet 2.60 27.331 ExBasinOutlet 2.65 28.167 ExBasinOutlet 2.70 29.005 ExBasinOutlet 2.75 29.430 ExBasinOutlet 2.80 29.916 ExBasinOutlet 2.85 30.395 ExBasinOutlet 2.90 30.866 ExBasinOutlet 2.95 31.330 ExBasinOutlet 3.00 31.788 ExBasinOutlet 3.05 32.239 ExBasinOutlet 3.10 32.683 ExBasinOutlet 3.15 33.122 ExBasinOutlet 3.20 33.555 ExBasinOutlet 3.25 33.983 ExBasinOutlet 3.30 34.405 ExBasinOutlet 3.35 34.822 ExBasinOutlet 3.40 35.234 ExBasinOutlet 3.45 35.641 ExBasinOutlet 3.50 36.044 ExBasinOutlet 3.55 36.442 ExBasinOutlet 3.60 36.836 ExBasinOutlet 3.65 37.226 ExBasinOutlet 3.70 37.612 ExBasinOutlet 3.75 37.994 ExBasinOutlet 3.80 38.372 ExBasinOutlet 3.85 38.746 ExBasinOutlet 3.90 39.117 ExBasinOutlet 3.95 39.484 ExBasinOutlet 4.00 39.848 ExBasinOutlet 4.05 40.209 ExBasinOutlet 4.10 40.566 ExBasinOutlet 4.15 40.921 ExBasinOutlet 4.20 41.272 ExBasinOutlet 4.25 41.620 ExBasinOutlet 4.30 41.966 ExBasinOutlet 4.35 42.308 ExBasinOutlet 4.40 42.648 ExBasinOutlet 4.45 42.985 ExBasinOutlet 4.50 43.320 ExBasinOutlet 4.55 43.652 ExBasinOutlet 4.60 43.981 ExBasinOutlet 4.65 44.308 ExBasinOutlet 4.70 44.633 ExBasinOutlet 4.75 44.955 ExBasinOutlet 4.80 45.275 ExBasinOutlet 4.85 45.593 ExBasinOutlet 4.90 45.908 ExBasinOutlet 4.95 46.221 ExBasinOutlet 5.00 46.533 ExBasinOutlet 5.05 46.842 ExBasinOutlet 5.10 47.149 ExBasinOutlet 5.15 47.454 ExBasinOutlet 5.20 47.757 ExBasinOutlet 5.25 48.059 ExBasinOutlet 5.30 48.358 ExBasinOutlet 5.35 48.656 ExBasinOutlet 5.40 48.952 ExBasinOutlet 5.45 49.246 ExBasinOutlet 5.50 49.538 ExBasinOutlet 5.55 49.828 ExBasinOutlet 5.60 50.117 Page 3 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasinOutlet 5.65 50.404 ExBasinOutlet 5.70 50.690 ExBasinOutlet 5.75 50.974 ExBasinOutlet 5.80 51.256 ExBasinOutlet 5.85 51.537 ExBasinOutlet 5.90 51.817 ExBasinOutlet 5.95 52.094 ExBasinOutlet 6.00 52.371 ExBasinOutlet 6.05 52.646 ExBasinOutlet 6.10 52.919 ExBasinOutlet 6.15 53.191 ExBasinOutlet 6.20 53.462 ExBasinOutlet 6.25 53.731 ExBasinOutlet 6.30 53.999 ExBasinOutlet 6.35 54.266 ExBasinOutlet 6.40 54.531 ExBasinOutlet 6.45 54.795 ExBasinOutlet 6.50 55.058 ExBasinOutlet 6.55 55.320 ExBasinOutlet 6.60 55.580 ExBasinOutlet 6.65 55.839 ExBasinOutlet 6.70 56.097 ExBasinOutlet 6.75 56.354 ExBasinOutlet 6.80 56.609 ExBasinOutlet 6.85 56.864 ExBasinOutlet 6.90 57.117 ExBasinOutlet 6.95 57.369 ExBasinOutlet 7.00 57.620 ExBasinOutlet 7.05 57.870 ExBasinOutlet 7.10 58.119 ExBasinOutlet 7.15 58.367 ExBasinOutlet 7.20 58.614 ExBasinOutlet 7.25 58.860 ExBasinOutlet 7.30 59.104 ExBasinOutlet 7.35 59.348 ExBasinOutlet 7.40 59.591 ExBasinOutlet 7.45 59.833 ExBasinOutlet 7.50 60.073 ExBasinOutlet 7.55 60.313 ExBasinOutlet 7.60 60.552 ExBasinOutlet 7.65 60.790 ExBasinOutlet 7.70 61.027 ExBasinOutlet 7.75 61.263 ExBasinOutlet 7.80 61.498 ExBasinOutlet 7.85 61.733 ExBasinOutlet 7.90 61.966 ExBasinOutlet 7.95 62.199 ExBasinOutlet 8.00 62.430 ExBasinOutlet 8.05 62.661 ExBasinOutlet 8.10 62.891 ExBasinOutlet 8.15 63.120 ExBasinOutlet 8.20 63.348 ExBasinOutlet 8.25 63.576 ExBasinOutlet 8.30 63.802 ExBasinOutlet 8.35 64.028 ExBasinOutlet 8.40 64.253 ExBasinOutlet 8.45 64.478 ExBasinOutlet 8.50 64.701 ExBasinOutlet 8.55 64.924 ExBasinOutlet 8.60 65.146 ExBasinOutlet 8.65 65.367 ExBasinOutlet 8.70 65.587 ExBasinOutlet 8.75 65.807 ExBasinOutlet 8.80 66.026 ExBasinOutlet 8.85 66.244 ExBasinOutlet 8.90 66.462 ExBasinOutlet 8.95 66.679 ExBasinOutlet 9.00 66.895 ExBasinOutlet 9.05 67.110 ExBasinOutlet 9.10 67.325 ExBasinOutlet 9.15 67.539 Page 4 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasinOutlet 9.20 67.753 ExBasinOutlet 9.25 67.965 ExBasinOutlet 9.30 68.177 ExBasinOutlet 9.35 68.389 ExBasinOutlet 9.40 68.600 ExBasinOutlet 9.45 68.810 ExBasinOutlet 9.50 69.019 ExBasinOutlet 9.55 69.228 ExBasinOutlet 9.60 69.436 ExBasinOutlet 9.65 69.644 ExBasinOutlet 9.70 69.851 ExBasinOutlet 9.75 70.057 ExBasinOutlet 9.80 70.263 ExBasinOutlet 9.85 70.468 ExBasinOutlet 9.90 70.673 ExBasinOutlet 9.95 70.877 ExBasinOutlet 10.00 71.080 ExBasinOutlet 10.05 71.283 ExBasinOutlet 10.10 71.485 ExBasinOutlet 10.15 71.687 ExBasinOutlet 10.20 71.888 ExBasinOutlet 10.25 72.088 ExBasinOutlet 10.30 72.288 ExBasinOutlet 10.35 72.488 ExBasinOutlet 10.40 72.686 ExBasinOutlet 10.45 72.885 ExBasinOutlet 10.50 73.083 ExBasinOutlet 10.55 73.280 ExBasinOutlet 10.60 73.477 ExBasinOutlet 10.65 73.673 ExBasinOutlet 10.70 73.868 ExBasinOutlet 10.75 74.064 ExBasinOutlet 10.80 74.258 ExBasinOutlet 10.85 74.452 ExBasinOutlet 10.90 74.646 ExBasinOutlet 10.95 74.839 ExBasinOutlet 11.00 75.032 ExBasinOutlet 11.05 75.224 ExBasinOutlet 11.10 75.416 ExBasinOutlet 11.15 75.607 ExBasinOutlet 11.20 75.797 ExBasinOutlet 11.25 75.988 ExBasinOutlet 11.30 76.177 ExBasinOutlet 11.35 76.367 ExBasinOutlet 11.40 76.555 ExBasinOutlet 11.45 76.744 ExBasinOutlet 11.50 76.932 ExBasinOutlet 11.55 77.119 ExBasinOutlet 11.60 77.306 ExBasinOutlet 11.65 77.492 ExBasinOutlet 11.70 77.678 ExBasinOutlet 11.75 77.864 ExBasinOutlet 11.80 78.049 ExBasinOutlet 11.85 78.234 ExBasinOutlet 11.90 78.418 ExBasinOutlet 11.95 80.985 ExBasinOutlet 12.00 85.525 ExBasinOutlet 12.05 91.350 ExBasinOutlet 12.10 98.213 ExBasinOutlet 12.15 105.973 ExBasinOutlet 12.20 114.534 ExBasinOutlet 12.25 123.826 ExBasinOutlet 12.30 133.793 ExBasinOutlet 12.35 144.392 ExBasinOutlet 12.40 155.587 ExBasinOutlet 12.45 167.347 ExBasinOutlet 12.50 179.646 ExBasinOutlet 12.55 192.461 ExBasinOutlet 12.60 205.771 ExBasinOutlet 12.65 219.558 ExBasinOutlet 12.70 233.807 Page 5 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasinOutlet 12.75 248.502 ExBasinOutlet 12.80 263.630 ExBasinOutlet 12.85 279.179 ExBasinOutlet 12.90 295.137 ExBasinOutlet 12.95 311.495 ExBasinOutlet 13.00 328.243 ExBasinOutlet 13.05 345.371 ExBasinOutlet 13.10 362.872 ExBasinOutlet 13.15 380.737 ExBasinOutlet 13.20 398.959 ExBasinOutlet 13.25 417.531 ExBasinOutlet 13.30 436.447 ExBasinOutlet 13.35 455.701 ExBasinOutlet 13.40 467.465 ExBasinOutlet 13.45 473.980 ExBasinOutlet 13.50 480.393 ExBasinOutlet 13.55 486.708 ExBasinOutlet 13.60 492.931 ExBasinOutlet 13.65 499.066 ExBasinOutlet 13.70 505.115 ExBasinOutlet 13.75 511.083 ExBasinOutlet 13.80 516.973 ExBasinOutlet 13.85 522.788 ExBasinOutlet 13.90 528.530 ; ;Ex Basin ExBasin Storage 0.00 17535 ExBasin 0.05 17647 ExBasin 0.10 17758 ExBasin 0.15 17870 ExBasin 0.20 17982 ExBasin 0.25 18093 ExBasin 0.30 18205 ExBasin 0.35 18317 ExBasin 0.40 18428 ExBasin 0.45 18540 ExBasin 0.50 18651 ExBasin 0.55 18763 ExBasin 0.60 18875 ExBasin 0.65 18986 ExBasin 0.70 19098 ExBasin 0.75 19210 ExBasin 0.80 19321 ExBasin 0.85 19433 ExBasin 0.90 19545 ExBasin 0.95 19656 ExBasin 1.00 19768 ExBasin 1.05 19873 ExBasin 1.10 19979 ExBasin 1.15 20085 ExBasin 1.20 20190 ExBasin 1.25 20296 ExBasin 1.30 20401 ExBasin 1.35 20507 ExBasin 1.40 20613 ExBasin 1.45 20718 ExBasin 1.50 20824 ExBasin 1.55 20929 ExBasin 1.60 21035 ExBasin 1.65 21140 ExBasin 1.70 21246 ExBasin 1.75 21352 ExBasin 1.80 21457 ExBasin 1.85 21563 ExBasin 1.90 21668 ExBasin 1.95 21774 ExBasin 2.00 21880 ExBasin 2.05 21991 ExBasin 2.10 22102 ExBasin 2.15 22213 ExBasin 2.20 22325 Page 6 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasin 2.25 22436 ExBasin 2.30 22547 ExBasin 2.35 22659 ExBasin 2.40 22770 ExBasin 2.45 22881 ExBasin 2.50 22993 ExBasin 2.55 23104 ExBasin 2.60 23215 ExBasin 2.65 23326 ExBasin 2.70 23438 ExBasin 2.75 23549 ExBasin 2.80 23660 ExBasin 2.85 23772 ExBasin 2.90 23883 ExBasin 2.95 23994 ExBasin 3.00 24106 ExBasin 3.05 24215 ExBasin 3.10 24325 ExBasin 3.15 24435 ExBasin 3.20 24545 ExBasin 3.25 24655 ExBasin 3.30 24765 ExBasin 3.35 24875 ExBasin 3.40 24985 ExBasin 3.45 25095 ExBasin 3.50 25205 ExBasin 3.55 25315 ExBasin 3.60 25425 ExBasin 3.65 25535 ExBasin 3.70 25645 ExBasin 3.75 25755 ExBasin 3.80 25865 ExBasin 3.85 25975 ExBasin 3.90 26085 ExBasin 3.95 26195 ExBasin 4.00 26305 ExBasin 4.05 26420 ExBasin 4.10 26536 ExBasin 4.15 26652 ExBasin 4.20 26768 ExBasin 4.25 26883 ExBasin 4.30 26999 ExBasin 4.35 27115 ExBasin 4.40 27230 ExBasin 4.45 27346 ExBasin 4.50 27462 ExBasin 4.55 27578 ExBasin 4.60 27693 ExBasin 4.65 27809 ExBasin 4.70 27925 ExBasin 4.75 28040 ExBasin 4.80 28156 ExBasin 4.85 28272 ExBasin 4.90 28388 ExBasin 4.95 28503 ExBasin 5.00 28619 ExBasin 5.05 28739 ExBasin 5.10 28860 ExBasin 5.15 28980 ExBasin 5.20 29101 ExBasin 5.25 29221 ExBasin 5.30 29342 ExBasin 5.35 29462 ExBasin 5.40 29582 ExBasin 5.45 29703 ExBasin 5.50 29823 ExBasin 5.55 29944 ExBasin 5.60 30064 ExBasin 5.65 30184 ExBasin 5.70 30305 ExBasin 5.75 30425 Page 7 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasin 5.80 30546 ExBasin 5.85 30666 ExBasin 5.90 30787 ExBasin 5.95 30907 ExBasin 6.00 31027 ExBasin 6.05 31160 ExBasin 6.10 31292 ExBasin 6.15 31424 ExBasin 6.20 31557 ExBasin 6.25 31689 ExBasin 6.30 31821 ExBasin 6.35 31954 ExBasin 6.40 32086 ExBasin 6.45 32219 ExBasin 6.50 32351 ExBasin 6.55 32483 ExBasin 6.60 32616 ExBasin 6.65 32748 ExBasin 6.70 32880 ExBasin 6.75 33013 ExBasin 6.80 33145 ExBasin 6.85 33277 ExBasin 6.90 33410 ExBasin 6.95 33542 ExBasin 7.00 33674 ExBasin 7.05 33810 ExBasin 7.10 33945 ExBasin 7.15 34081 ExBasin 7.20 34216 ExBasin 7.25 34352 ExBasin 7.30 34487 ExBasin 7.35 34623 ExBasin 7.40 34758 ExBasin 7.45 34894 ExBasin 7.50 35029 ExBasin 7.55 35165 ExBasin 7.60 35300 ExBasin 7.65 35436 ExBasin 7.70 35571 ExBasin 7.75 35707 ExBasin 7.80 35842 ExBasin 7.85 35977 ExBasin 7.90 36113 ExBasin 7.95 36248 ExBasin 8.00 36384 ExBasin 8.05 36523 ExBasin 8.10 36662 ExBasin 8.15 36801 ExBasin 8.20 36941 ExBasin 8.25 37080 ExBasin 8.30 37219 ExBasin 8.35 37358 ExBasin 8.40 37497 ExBasin 8.45 37636 ExBasin 8.50 37776 ExBasin 8.55 37915 ExBasin 8.60 38054 ExBasin 8.65 38193 ExBasin 8.70 38332 ExBasin 8.75 38471 ExBasin 8.80 38611 ExBasin 8.85 38750 ExBasin 8.90 38889 ExBasin 8.95 39028 ExBasin 9.00 39167 ExBasin 9.05 39311 ExBasin 9.10 39455 ExBasin 9.15 39599 ExBasin 9.20 39743 ExBasin 9.25 39887 ExBasin 9.30 40031 Page 8 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasin 9.35 40175 ExBasin 9.40 40319 ExBasin 9.45 40463 ExBasin 9.50 40607 ExBasin 9.55 40751 ExBasin 9.60 40895 ExBasin 9.65 41039 ExBasin 9.70 41183 ExBasin 9.75 41327 ExBasin 9.80 41471 ExBasin 9.85 41615 ExBasin 9.90 41759 ExBasin 9.95 41903 ExBasin 10.00 42047 ExBasin 10.05 42200 ExBasin 10.10 42353 ExBasin 10.15 42506 ExBasin 10.20 42659 ExBasin 10.25 42812 ExBasin 10.30 42965 ExBasin 10.35 43118 ExBasin 10.40 43271 ExBasin 10.45 43424 ExBasin 10.50 43577 ExBasin 10.55 43730 ExBasin 10.60 43883 ExBasin 10.65 44036 ExBasin 10.70 44189 ExBasin 10.75 44342 ExBasin 10.80 44495 ExBasin 10.85 44648 ExBasin 10.90 44801 ExBasin 10.95 44954 ExBasin 11.00 45107 ExBasin 11.05 45270 ExBasin 11.10 45432 ExBasin 11.15 45595 ExBasin 11.20 45758 ExBasin 11.25 45920 ExBasin 11.30 46083 ExBasin 11.35 46246 ExBasin 11.40 46408 ExBasin 11.45 46571 ExBasin 11.50 46734 ExBasin 11.55 46896 ExBasin 11.60 47059 ExBasin 11.65 47222 ExBasin 11.70 47384 ExBasin 11.75 47547 ExBasin 11.80 47710 ExBasin 11.85 47872 ExBasin 11.90 48035 ExBasin 11.95 48198 ExBasin 12.00 48360 ExBasin 12.05 48537 ExBasin 12.10 48713 ExBasin 12.15 48889 ExBasin 12.20 49066 ExBasin 12.25 49242 ExBasin 12.30 49419 ExBasin 12.35 49595 ExBasin 12.40 49772 ExBasin 12.45 49948 ExBasin 12.50 50124 ExBasin 12.55 50301 ExBasin 12.60 50477 ExBasin 12.65 50654 ExBasin 12.70 50830 ExBasin 12.75 51007 ExBasin 12.80 51183 ExBasin 12.85 51359 Page 9 1601-OTAY VILLAGE 7 R-8-EX.INP ExBasin 12.90 51536 ExBasin 12.95 51712 ExBasin 13.00 51889 ExBasin 13.05 52065 ExBasin 13.10 52242 ExBasin 13.15 52418 ExBasin 13.20 52594 ExBasin 13.25 52771 ExBasin 13.30 52947 ExBasin 13.35 53124 ExBasin 13.40 53300 ExBasin 13.45 53477 ExBasin 13.50 53653 ExBasin 13.55 53829 ExBasin 13.60 54006 ExBasin 13.65 54182 ExBasin 13.70 54359 ExBasin 13.75 54535 ExBasin 13.80 54712 ExBasin 13.85 54888 ExBasin 13.90 55064 [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- ;Lower Otay Rain Gage from San Diego County LWROtay FILE "lower_otay.prn" [REPORT] ;;Reporting Options SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 0.000 0.000 10000.000 10000.000 Units None [COORDINATES] ;;Node X-Coord Y-Coord ;;-------------- ------------------ ------------------ POC-1 1488.812 3184.165 Stor-1 1480.207 4268.503 [VERTICES] ;;Link X-Coord Y-Coord ;;-------------- ------------------ ------------------ [Polygons] ;;Subcatchment X-Coord Y-Coord ;;-------------- ------------------ ------------------ ExBasin 1497.418 4991.394 Village7,R-8 2332.186 4991.394 OtayVillage7 335.628 4991.394 OtayVillage7 335.628 4991.394 [SYMBOLS] ;;Gage X-Coord Y-Coord ;;-------------- ------------------ ------------------ LWROtay 1531.842 5456.110 Page 10 SWMM Model - EX Condition Output Report 1601-OTAY VILLAGE 7 R-8-EX.rpt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.014) -------------------------------------------------------------- ********************************************************* 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 ........ NO Water Quality .......... NO Infiltration Method ...... GREEN_AMPT Flow Routing Method ...... KINWAVE Starting Date ............ 08/28/1951 00:00:00 Ending Date .............. 03/16/2008 23:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 01:00:00 Wet Time Step ............ 00:15:00 Dry Time Step ............ 04:00:00 Routing Time Step ........ 60.00 sec ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 7547.280 592.990 Evaporation Loss ......... 853.542 67.063 Infiltration Loss ........ 3808.808 299.258 Surface Runoff ........... 2917.807 229.252 Final Storage ............ 0.307 0.024 Continuity Error (%) ..... -0.440 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 2917.805 950.810 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 2906.865 947.245 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 9.134 2.977 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.102 0.033 Continuity Error (%) ..... 0.058 ******************************** Highest Flow Instability Indexes ******************************** All links are stable. ************************* Routing Time Step Summary ************************* Page 1 1601-OTAY VILLAGE 7 R-8-EX.rpt Minimum Time Step : 60.00 sec Average Time Step : 60.00 sec Maximum Time Step : 60.00 sec Percent in Steady State : 0.00 Average Iterations per Step : 1.00 Percent Not Converging : 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 ---------------------------------------------------------------------------------------------------------------- -------------- ExBasin 592.99 12486.50 118.96 1162.72 194.50 11634.44 11828.95 950.74 78.19 0.904 Village7,R-8 592.99 0.00 17.91 493.97 0.00 83.14 83.14 30.66 9.46 0.140 OtayVillage7 592.99 0.00 70.84 261.08 223.04 40.06 263.10 972.93 75.92 0.444 ****************** 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 --------------------------------------------------------------------------------- POC-1 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 Stor-1 STORAGE 0.02 5.73 395.73 16971 17:45 5.58 ******************* 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 ------------------------------------------------------------------------------------------------- POC-1 OUTFALL 0.00 50.84 16971 17:45 0 947 0.000 Stor-1 STORAGE 78.19 78.19 16971 17:16 951 951 0.058 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Page 2 1601-OTAY VILLAGE 7 R-8-EX.rpt 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 -------------------------------------------------------------------------------------------------- Stor-1 0.380 0 0 0 136.579 41 16971 17:44 50.84 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- POC-1 11.73 0.60 50.84 947.175 ----------------------------------------------------------- System 11.73 0.60 50.84 947.175 ******************** 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 ----------------------------------------------------------------------------- 1 DUMMY 50.84 16971 17:45 ************************* Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Thu Apr 6 10:23:43 2023 Analysis ended on: Thu Apr 6 10:24:14 2023 Total elapsed time: 00:00:31 Page 3 POC 1 – Developed Condition SWMM Model - PR Condition Input Data 1601-OTAY VILLAGE 7 R-8-PR.INP [TITLE] ;;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_AMPT FLOW_ROUTING KINWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING NO SKIP_STEADY_STATE NO START_DATE 08/28/1951 START_TIME 00:00:00 REPORT_START_DATE 08/28/1951 REPORT_START_TIME 00:00:00 END_DATE 03/16/2008 END_TIME 23:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 01:00:00 WET_STEP 00:15:00 DRY_STEP 04:00:00 ROUTING_STEP 0:01:00 RULE_STEP 00:00:00 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION H-W VARIABLE_STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- MONTHLY 0.06 0.08 0.11 0.16 0.18 0.21 0.21 0.20 0.16 0.12 0.08 0.06 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- LWROtay INTENSITY 1:00 1.0 TIMESERIES LWROtay [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- ExBasin LWROtay Stor-1 2.96 1.5 225 0.1 0 ;Proposed Developed Area - Village 7 R-8 Village7,R-8 LWROtay ExBasin 13.82 48 1648 3.28 0 ;Existing Developed Area - Otay Village 7 OtayVillage7 LWROtay ExBasin 135.87 47 1594 2.37 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ExBasin 0.012 0.15 0.05 .1 25 OUTLET Village7,R-8 0.012 0.15 0.05 0.10 25 OUTLET OtayVillage7 0.012 0.15 0.05 0.10 25 OUTLET [INFILTRATION] ;;Subcatchment Suction Ksat IMD ;;-------------- ---------- ---------- ---------- Page 1 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasin 9 0.01875 0.33 Village7,R-8 9 0.01875 0.33 OtayVillage7 9 0.01875 0.33 [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- POC-1 0 FREE NO [STORAGE] ;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD ;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- -------- -------- -------- ;ExBasin Stor-1 390 10.9 0 TABULAR ExBasin 0 1 [OUTLETS] ;;Name From Node To Node Offset Type QTable/Qcoeff Qexpon Gated ;;-------------- ---------------- ---------------- ---------- --------------- ---------------- ---------- -------- 1 Stor-1 POC-1 0 TABULAR/DEPTH ExBasinOutlet NO [CURVES] ;;Name Type X-Value Y-Value ;;-------------- ---------- ---------- ---------- ;Ex Basin Outlet ExBasinOutlet Rating 0.00 0.000 ExBasinOutlet 0.05 0.008 ExBasinOutlet 0.10 0.031 ExBasinOutlet 0.15 0.069 ExBasinOutlet 0.20 0.120 ExBasinOutlet 0.25 0.184 ExBasinOutlet 0.30 0.262 ExBasinOutlet 0.35 0.350 ExBasinOutlet 0.40 0.450 ExBasinOutlet 0.45 0.560 ExBasinOutlet 0.50 0.680 ExBasinOutlet 0.55 0.808 ExBasinOutlet 0.60 0.943 ExBasinOutlet 0.65 1.085 ExBasinOutlet 0.70 1.232 ExBasinOutlet 0.75 1.385 ExBasinOutlet 0.80 1.541 ExBasinOutlet 0.85 1.700 ExBasinOutlet 0.90 1.861 ExBasinOutlet 0.95 1.950 ExBasinOutlet 1.00 2.039 ExBasinOutlet 1.05 2.125 ExBasinOutlet 1.10 2.207 ExBasinOutlet 1.15 2.286 ExBasinOutlet 1.20 2.363 ExBasinOutlet 1.25 2.437 ExBasinOutlet 1.30 2.509 ExBasinOutlet 1.35 2.579 ExBasinOutlet 1.40 2.648 ExBasinOutlet 1.45 2.714 ExBasinOutlet 1.50 2.779 ExBasinOutlet 1.55 2.851 ExBasinOutlet 1.60 2.939 ExBasinOutlet 1.65 3.041 ExBasinOutlet 1.70 3.157 ExBasinOutlet 1.75 3.288 ExBasinOutlet 1.80 3.431 ExBasinOutlet 1.85 3.588 ExBasinOutlet 1.90 3.756 ExBasinOutlet 1.95 3.936 ExBasinOutlet 2.00 4.126 ExBasinOutlet 2.05 4.327 Page 2 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasinOutlet 2.10 4.536 ExBasinOutlet 2.15 4.754 ExBasinOutlet 2.20 4.980 ExBasinOutlet 2.25 5.213 ExBasinOutlet 2.30 5.452 ExBasinOutlet 2.35 5.696 ExBasinOutlet 2.40 5.944 ExBasinOutlet 2.45 6.196 ExBasinOutlet 2.50 6.451 ExBasinOutlet 2.55 6.708 ExBasinOutlet 2.60 6.923 ExBasinOutlet 2.65 7.090 ExBasinOutlet 2.70 7.251 ExBasinOutlet 2.75 7.408 ExBasinOutlet 2.80 7.561 ExBasinOutlet 2.85 7.710 ExBasinOutlet 2.90 7.855 ExBasinOutlet 2.95 7.997 ExBasinOutlet 3.00 8.136 ExBasinOutlet 3.05 8.295 ExBasinOutlet 3.10 8.492 ExBasinOutlet 3.15 8.726 ExBasinOutlet 3.20 8.998 ExBasinOutlet 3.25 9.306 ExBasinOutlet 3.30 9.649 ExBasinOutlet 3.35 10.027 ExBasinOutlet 3.40 10.439 ExBasinOutlet 3.45 10.884 ExBasinOutlet 3.50 11.360 ExBasinOutlet 3.55 11.868 ExBasinOutlet 3.60 12.405 ExBasinOutlet 3.65 12.971 ExBasinOutlet 3.70 13.565 ExBasinOutlet 3.75 14.185 ExBasinOutlet 3.80 14.831 ExBasinOutlet 3.85 15.500 ExBasinOutlet 3.90 16.192 ExBasinOutlet 3.95 16.906 ExBasinOutlet 4.00 17.639 ExBasinOutlet 4.05 18.392 ExBasinOutlet 4.10 19.162 ExBasinOutlet 4.15 19.948 ExBasinOutlet 4.20 20.750 ExBasinOutlet 4.25 21.564 ExBasinOutlet 4.30 22.391 ExBasinOutlet 4.35 23.228 ExBasinOutlet 4.40 24.074 ExBasinOutlet 4.45 24.929 ExBasinOutlet 4.50 25.789 ExBasinOutlet 4.55 26.655 ExBasinOutlet 4.60 27.525 ExBasinOutlet 4.65 28.397 ExBasinOutlet 4.70 28.706 ExBasinOutlet 4.75 29.235 ExBasinOutlet 4.80 29.752 ExBasinOutlet 4.85 30.258 ExBasinOutlet 4.90 30.754 ExBasinOutlet 4.95 31.241 ExBasinOutlet 5.00 31.718 ExBasinOutlet 5.05 32.188 ExBasinOutlet 5.10 32.649 ExBasinOutlet 5.15 33.103 ExBasinOutlet 5.20 33.550 ExBasinOutlet 5.25 33.990 ExBasinOutlet 5.30 34.424 ExBasinOutlet 5.35 34.852 ExBasinOutlet 5.40 35.273 ExBasinOutlet 5.45 35.689 ExBasinOutlet 5.50 36.100 ExBasinOutlet 5.55 36.539 ExBasinOutlet 5.60 37.034 Page 3 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasinOutlet 5.65 37.585 ExBasinOutlet 5.70 38.190 ExBasinOutlet 5.75 38.848 ExBasinOutlet 5.80 39.558 ExBasinOutlet 5.85 40.320 ExBasinOutlet 5.90 41.130 ExBasinOutlet 5.95 41.989 ExBasinOutlet 6.00 42.895 ExBasinOutlet 6.05 43.845 ExBasinOutlet 6.10 44.840 ExBasinOutlet 6.15 45.876 ExBasinOutlet 6.20 46.952 ExBasinOutlet 6.25 48.067 ExBasinOutlet 6.30 49.218 ExBasinOutlet 6.35 50.405 ExBasinOutlet 6.40 51.624 ExBasinOutlet 6.45 52.874 ExBasinOutlet 6.50 54.154 ExBasinOutlet 6.55 55.461 ExBasinOutlet 6.60 56.793 ExBasinOutlet 6.65 58.148 ExBasinOutlet 6.70 59.524 ExBasinOutlet 6.75 60.919 ExBasinOutlet 6.80 62.332 ExBasinOutlet 6.85 63.759 ExBasinOutlet 6.90 65.199 ExBasinOutlet 6.95 66.650 ExBasinOutlet 7.00 68.110 ExBasinOutlet 7.05 69.577 ExBasinOutlet 7.10 71.048 ExBasinOutlet 7.15 72.522 ExBasinOutlet 7.20 73.151 ExBasinOutlet 7.25 74.108 ExBasinOutlet 7.30 75.047 ExBasinOutlet 7.35 75.968 ExBasinOutlet 7.40 76.874 ExBasinOutlet 7.45 77.764 ExBasinOutlet 7.50 78.641 ExBasinOutlet 7.55 79.504 ExBasinOutlet 7.60 80.355 ExBasinOutlet 7.65 81.193 ExBasinOutlet 7.70 82.020 ExBasinOutlet 7.75 82.836 ExBasinOutlet 7.80 83.642 ExBasinOutlet 7.85 84.437 ExBasinOutlet 7.90 85.223 ExBasinOutlet 7.95 86.000 ExBasinOutlet 8.00 86.768 ExBasinOutlet 8.05 87.528 ExBasinOutlet 8.10 88.279 ExBasinOutlet 8.15 89.023 ExBasinOutlet 8.20 89.758 ExBasinOutlet 8.25 90.487 ExBasinOutlet 8.30 91.208 ExBasinOutlet 8.35 91.923 ExBasinOutlet 8.40 92.631 ExBasinOutlet 8.45 93.332 ExBasinOutlet 8.50 94.028 ExBasinOutlet 8.55 94.717 ExBasinOutlet 8.60 95.400 ExBasinOutlet 8.65 96.078 ExBasinOutlet 8.70 96.750 ExBasinOutlet 8.75 97.416 ExBasinOutlet 8.80 98.077 ExBasinOutlet 8.85 98.734 ExBasinOutlet 8.90 99.385 ExBasinOutlet 8.95 100.031 ExBasinOutlet 9.00 100.672 ExBasinOutlet 9.05 101.309 ExBasinOutlet 9.10 101.941 ExBasinOutlet 9.15 102.569 Page 4 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasinOutlet 9.20 103.193 ExBasinOutlet 9.25 103.812 ExBasinOutlet 9.30 104.427 ExBasinOutlet 9.35 105.038 ExBasinOutlet 9.40 105.645 ExBasinOutlet 9.45 106.248 ExBasinOutlet 9.50 106.848 ExBasinOutlet 9.55 107.443 ExBasinOutlet 9.60 108.035 ExBasinOutlet 9.65 108.624 ExBasinOutlet 9.70 109.209 ExBasinOutlet 9.75 109.790 ExBasinOutlet 9.80 110.368 ExBasinOutlet 9.85 110.943 ExBasinOutlet 9.90 111.515 ExBasinOutlet 9.95 112.083 ExBasinOutlet 10.00 112.648 ExBasinOutlet 10.05 113.210 ExBasinOutlet 10.10 113.769 ExBasinOutlet 10.15 114.325 ExBasinOutlet 10.20 114.878 ExBasinOutlet 10.25 115.428 ExBasinOutlet 10.30 115.976 ExBasinOutlet 10.35 116.520 ExBasinOutlet 10.40 117.062 ExBasinOutlet 10.45 117.601 ExBasinOutlet 10.50 118.138 ExBasinOutlet 10.55 118.672 ExBasinOutlet 10.60 119.203 ExBasinOutlet 10.65 119.732 ExBasinOutlet 10.70 120.258 ExBasinOutlet 10.75 120.782 ExBasinOutlet 10.80 121.303 ExBasinOutlet 10.85 121.822 ExBasinOutlet 10.90 122.339 ExBasinOutlet 10.95 122.853 ExBasinOutlet 11.00 123.365 ExBasinOutlet 11.05 123.875 ExBasinOutlet 11.10 124.383 ExBasinOutlet 11.15 124.888 ExBasinOutlet 11.20 125.391 ExBasinOutlet 11.25 125.892 ExBasinOutlet 11.30 126.391 ExBasinOutlet 11.35 126.888 ExBasinOutlet 11.40 127.383 ExBasinOutlet 11.45 127.875 ExBasinOutlet 11.50 128.366 ExBasinOutlet 11.55 131.238 ExBasinOutlet 11.60 136.081 ExBasinOutlet 11.65 142.208 ExBasinOutlet 11.70 149.372 ExBasinOutlet 11.75 157.431 ExBasinOutlet 11.80 166.289 ExBasinOutlet 11.85 175.877 ExBasinOutlet 11.90 186.139 ExBasinOutlet 11.95 197.031 ExBasinOutlet 12.00 208.518 ExBasinOutlet 12.05 220.569 ExBasinOutlet 12.10 233.157 ExBasinOutlet 12.15 246.259 ExBasinOutlet 12.20 259.856 ExBasinOutlet 12.25 273.929 ExBasinOutlet 12.30 288.461 ExBasinOutlet 12.35 303.439 ExBasinOutlet 12.40 318.849 ExBasinOutlet 12.45 334.678 ExBasinOutlet 12.50 350.916 ExBasinOutlet 12.55 367.552 ExBasinOutlet 12.60 384.577 ExBasinOutlet 12.65 401.981 ExBasinOutlet 12.70 419.756 Page 5 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasinOutlet 12.75 437.894 ExBasinOutlet 12.80 456.389 ExBasinOutlet 12.85 475.232 ExBasinOutlet 12.90 494.418 ExBasinOutlet 12.95 513.940 ExBasinOutlet 13.00 525.972 ExBasinOutlet 13.05 532.754 ExBasinOutlet 13.10 539.433 ExBasinOutlet 13.15 546.013 ExBasinOutlet 13.20 552.500 ExBasinOutlet 13.25 558.897 ExBasinOutlet 13.30 565.209 ExBasinOutlet 13.35 571.437 ExBasinOutlet 13.40 577.587 ExBasinOutlet 13.45 583.660 ExBasinOutlet 13.50 589.661 ExBasinOutlet 13.55 595.590 ExBasinOutlet 13.60 601.452 ExBasinOutlet 13.65 607.248 ExBasinOutlet 13.70 612.981 ExBasinOutlet 13.75 618.653 ExBasinOutlet 13.80 624.265 ExBasinOutlet 13.85 629.820 ExBasinOutlet 13.90 635.319 ; ;Ex Basin ExBasin Storage 0.00 17535 ExBasin 0.05 17647 ExBasin 0.10 17758 ExBasin 0.15 17870 ExBasin 0.20 17982 ExBasin 0.25 18093 ExBasin 0.30 18205 ExBasin 0.35 18317 ExBasin 0.40 18428 ExBasin 0.45 18540 ExBasin 0.50 18651 ExBasin 0.55 18763 ExBasin 0.60 18875 ExBasin 0.65 18986 ExBasin 0.70 19098 ExBasin 0.75 19210 ExBasin 0.80 19321 ExBasin 0.85 19433 ExBasin 0.90 19545 ExBasin 0.95 19656 ExBasin 1.00 19768 ExBasin 1.05 19873 ExBasin 1.10 19979 ExBasin 1.15 20085 ExBasin 1.20 20190 ExBasin 1.25 20296 ExBasin 1.30 20401 ExBasin 1.35 20507 ExBasin 1.40 20613 ExBasin 1.45 20718 ExBasin 1.50 20824 ExBasin 1.55 20929 ExBasin 1.60 21035 ExBasin 1.65 21140 ExBasin 1.70 21246 ExBasin 1.75 21352 ExBasin 1.80 21457 ExBasin 1.85 21563 ExBasin 1.90 21668 ExBasin 1.95 21774 ExBasin 2.00 21880 ExBasin 2.05 21991 ExBasin 2.10 22102 ExBasin 2.15 22213 ExBasin 2.20 22325 Page 6 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasin 2.25 22436 ExBasin 2.30 22547 ExBasin 2.35 22659 ExBasin 2.40 22770 ExBasin 2.45 22881 ExBasin 2.50 22993 ExBasin 2.55 23104 ExBasin 2.60 23215 ExBasin 2.65 23326 ExBasin 2.70 23438 ExBasin 2.75 23549 ExBasin 2.80 23660 ExBasin 2.85 23772 ExBasin 2.90 23883 ExBasin 2.95 23994 ExBasin 3.00 24106 ExBasin 3.05 24215 ExBasin 3.10 24325 ExBasin 3.15 24435 ExBasin 3.20 24545 ExBasin 3.25 24655 ExBasin 3.30 24765 ExBasin 3.35 24875 ExBasin 3.40 24985 ExBasin 3.45 25095 ExBasin 3.50 25205 ExBasin 3.55 25315 ExBasin 3.60 25425 ExBasin 3.65 25535 ExBasin 3.70 25645 ExBasin 3.75 25755 ExBasin 3.80 25865 ExBasin 3.85 25975 ExBasin 3.90 26085 ExBasin 3.95 26195 ExBasin 4.00 26305 ExBasin 4.05 26420 ExBasin 4.10 26536 ExBasin 4.15 26652 ExBasin 4.20 26768 ExBasin 4.25 26883 ExBasin 4.30 26999 ExBasin 4.35 27115 ExBasin 4.40 27230 ExBasin 4.45 27346 ExBasin 4.50 27462 ExBasin 4.55 27578 ExBasin 4.60 27693 ExBasin 4.65 27809 ExBasin 4.70 27925 ExBasin 4.75 28040 ExBasin 4.80 28156 ExBasin 4.85 28272 ExBasin 4.90 28388 ExBasin 4.95 28503 ExBasin 5.00 28619 ExBasin 5.05 28739 ExBasin 5.10 28860 ExBasin 5.15 28980 ExBasin 5.20 29101 ExBasin 5.25 29221 ExBasin 5.30 29342 ExBasin 5.35 29462 ExBasin 5.40 29582 ExBasin 5.45 29703 ExBasin 5.50 29823 ExBasin 5.55 29944 ExBasin 5.60 30064 ExBasin 5.65 30184 ExBasin 5.70 30305 ExBasin 5.75 30425 Page 7 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasin 5.80 30546 ExBasin 5.85 30666 ExBasin 5.90 30787 ExBasin 5.95 30907 ExBasin 6.00 31027 ExBasin 6.05 31160 ExBasin 6.10 31292 ExBasin 6.15 31424 ExBasin 6.20 31557 ExBasin 6.25 31689 ExBasin 6.30 31821 ExBasin 6.35 31954 ExBasin 6.40 32086 ExBasin 6.45 32219 ExBasin 6.50 32351 ExBasin 6.55 32483 ExBasin 6.60 32616 ExBasin 6.65 32748 ExBasin 6.70 32880 ExBasin 6.75 33013 ExBasin 6.80 33145 ExBasin 6.85 33277 ExBasin 6.90 33410 ExBasin 6.95 33542 ExBasin 7.00 33674 ExBasin 7.05 33810 ExBasin 7.10 33945 ExBasin 7.15 34081 ExBasin 7.20 34216 ExBasin 7.25 34352 ExBasin 7.30 34487 ExBasin 7.35 34623 ExBasin 7.40 34758 ExBasin 7.45 34894 ExBasin 7.50 35029 ExBasin 7.55 35165 ExBasin 7.60 35300 ExBasin 7.65 35436 ExBasin 7.70 35571 ExBasin 7.75 35707 ExBasin 7.80 35842 ExBasin 7.85 35977 ExBasin 7.90 36113 ExBasin 7.95 36248 ExBasin 8.00 36384 ExBasin 8.05 36523 ExBasin 8.10 36662 ExBasin 8.15 36801 ExBasin 8.20 36941 ExBasin 8.25 37080 ExBasin 8.30 37219 ExBasin 8.35 37358 ExBasin 8.40 37497 ExBasin 8.45 37636 ExBasin 8.50 37776 ExBasin 8.55 37915 ExBasin 8.60 38054 ExBasin 8.65 38193 ExBasin 8.70 38332 ExBasin 8.75 38471 ExBasin 8.80 38611 ExBasin 8.85 38750 ExBasin 8.90 38889 ExBasin 8.95 39028 ExBasin 9.00 39167 ExBasin 9.05 39311 ExBasin 9.10 39455 ExBasin 9.15 39599 ExBasin 9.20 39743 ExBasin 9.25 39887 ExBasin 9.30 40031 Page 8 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasin 9.35 40175 ExBasin 9.40 40319 ExBasin 9.45 40463 ExBasin 9.50 40607 ExBasin 9.55 40751 ExBasin 9.60 40895 ExBasin 9.65 41039 ExBasin 9.70 41183 ExBasin 9.75 41327 ExBasin 9.80 41471 ExBasin 9.85 41615 ExBasin 9.90 41759 ExBasin 9.95 41903 ExBasin 10.00 42047 ExBasin 10.05 42200 ExBasin 10.10 42353 ExBasin 10.15 42506 ExBasin 10.20 42659 ExBasin 10.25 42812 ExBasin 10.30 42965 ExBasin 10.35 43118 ExBasin 10.40 43271 ExBasin 10.45 43424 ExBasin 10.50 43577 ExBasin 10.55 43730 ExBasin 10.60 43883 ExBasin 10.65 44036 ExBasin 10.70 44189 ExBasin 10.75 44342 ExBasin 10.80 44495 ExBasin 10.85 44648 ExBasin 10.90 44801 ExBasin 10.95 44954 ExBasin 11.00 45107 ExBasin 11.05 45270 ExBasin 11.10 45432 ExBasin 11.15 45595 ExBasin 11.20 45758 ExBasin 11.25 45920 ExBasin 11.30 46083 ExBasin 11.35 46246 ExBasin 11.40 46408 ExBasin 11.45 46571 ExBasin 11.50 46734 ExBasin 11.55 46896 ExBasin 11.60 47059 ExBasin 11.65 47222 ExBasin 11.70 47384 ExBasin 11.75 47547 ExBasin 11.80 47710 ExBasin 11.85 47872 ExBasin 11.90 48035 ExBasin 11.95 48198 ExBasin 12.00 48360 ExBasin 12.05 48537 ExBasin 12.10 48713 ExBasin 12.15 48889 ExBasin 12.20 49066 ExBasin 12.25 49242 ExBasin 12.30 49419 ExBasin 12.35 49595 ExBasin 12.40 49772 ExBasin 12.45 49948 ExBasin 12.50 50124 ExBasin 12.55 50301 ExBasin 12.60 50477 ExBasin 12.65 50654 ExBasin 12.70 50830 ExBasin 12.75 51007 ExBasin 12.80 51183 ExBasin 12.85 51359 Page 9 1601-OTAY VILLAGE 7 R-8-PR.INP ExBasin 12.90 51536 ExBasin 12.95 51712 ExBasin 13.00 51889 ExBasin 13.05 52065 ExBasin 13.10 52242 ExBasin 13.15 52418 ExBasin 13.20 52594 ExBasin 13.25 52771 ExBasin 13.30 52947 ExBasin 13.35 53124 ExBasin 13.40 53300 ExBasin 13.45 53477 ExBasin 13.50 53653 ExBasin 13.55 53829 ExBasin 13.60 54006 ExBasin 13.65 54182 ExBasin 13.70 54359 ExBasin 13.75 54535 ExBasin 13.80 54712 ExBasin 13.85 54888 ExBasin 13.90 55064 [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- ;Lower Otay Rain Gage from San Diego County LWROtay FILE "lower_otay.prn" [REPORT] ;;Reporting Options SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 0.000 0.000 10000.000 10000.000 Units None [COORDINATES] ;;Node X-Coord Y-Coord ;;-------------- ------------------ ------------------ POC-1 1488.812 3184.165 Stor-1 1480.207 4268.503 [VERTICES] ;;Link X-Coord Y-Coord ;;-------------- ------------------ ------------------ [Polygons] ;;Subcatchment X-Coord Y-Coord ;;-------------- ------------------ ------------------ ExBasin 1497.418 4991.394 Village7,R-8 2332.186 4991.394 OtayVillage7 335.628 4991.394 OtayVillage7 335.628 4991.394 [SYMBOLS] ;;Gage X-Coord Y-Coord ;;-------------- ------------------ ------------------ LWROtay 1531.842 5456.110 Page 10 SWMM Model - PR Condition Output Report 1601-OTAY VILLAGE 7 R-8-PR.rpt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.014) -------------------------------------------------------------- ********************************************************* 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 ........ NO Water Quality .......... NO Infiltration Method ...... GREEN_AMPT Flow Routing Method ...... KINWAVE Starting Date ............ 08/28/1951 00:00:00 Ending Date .............. 03/16/2008 23:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 01:00:00 Wet Time Step ............ 00:15:00 Dry Time Step ............ 04:00:00 Routing Time Step ........ 60.00 sec ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 7543.327 592.990 Evaporation Loss ......... 904.241 71.083 Infiltration Loss ........ 3525.937 277.178 Surface Runoff ........... 3151.641 247.754 Final Storage ............ 0.330 0.026 Continuity Error (%) ..... -0.515 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 3151.639 1027.009 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 3137.994 1022.562 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 12.151 3.960 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.152 0.049 Continuity Error (%) ..... 0.043 ******************************** Highest Flow Instability Indexes ******************************** All links are stable. ************************* Routing Time Step Summary ************************* Page 1 1601-OTAY VILLAGE 7 R-8-PR.rpt Minimum Time Step : 60.00 sec Average Time Step : 60.00 sec Maximum Time Step : 60.00 sec Percent in Steady State : 0.00 Average Iterations per Step : 1.00 Percent Not Converging : 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 ---------------------------------------------------------------------------------------------------------------- -------------- ExBasin 592.99 13467.52 120.55 1197.01 209.24 12567.69 12776.92 1026.93 79.33 0.909 Village7,R-8 592.99 0.00 62.51 241.17 239.04 56.57 295.61 110.93 10.43 0.499 OtayVillage7 592.99 0.00 70.88 260.80 223.05 40.28 263.33 971.51 75.78 0.444 ****************** 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 --------------------------------------------------------------------------------- POC-1 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 Stor-1 STORAGE 0.04 6.82 396.82 16971 17:31 6.40 ******************* 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 ------------------------------------------------------------------------------------------------- POC-1 OUTFALL 0.00 62.83 16971 17:31 0 1.02e+03 0.000 Stor-1 STORAGE 79.33 79.33 16971 17:16 1.03e+03 1.03e+03 0.043 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Page 2 1601-OTAY VILLAGE 7 R-8-PR.rpt 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 -------------------------------------------------------------------------------------------------- Stor-1 0.775 0 0 0 171.244 52 16971 17:30 62.84 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- POC-1 15.09 0.51 62.83 1022.486 ----------------------------------------------------------- System 15.09 0.51 62.83 1022.486 ******************** 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 ----------------------------------------------------------------------------- 1 DUMMY 62.83 16971 17:31 ************************* Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Thu Apr 6 10:59:56 2023 Analysis ended on: Thu Apr 6 11:00:24 2023 Total elapsed time: 00:00:28 Page 3 POC 2 – Pre-Developed Condition SWMM Model - EX Condition Input Data 1601-OTAY VILLAGE 7 R-4-EX.INP [TITLE] ;;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_AMPT FLOW_ROUTING KINWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING NO SKIP_STEADY_STATE NO START_DATE 08/28/1951 START_TIME 00:00:00 REPORT_START_DATE 08/28/1951 REPORT_START_TIME 00:00:00 END_DATE 03/16/2008 END_TIME 23:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 01:00:00 WET_STEP 00:15:00 DRY_STEP 04:00:00 ROUTING_STEP 0:01:00 RULE_STEP 00:00:00 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION H-W VARIABLE_STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- MONTHLY 0.06 0.08 0.11 0.16 0.18 0.21 0.21 0.20 0.16 0.12 0.08 0.06 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- LWROtay INTENSITY 1:00 1.0 TIMESERIES LWROtay [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- ;Proposed Developed Area - Village 7 R-8 Village7+DMA2&3 LWROtay POC-2 89.63 64.9 1190 3.40 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Village7+DMA2&3 0.012 0.15 0.05 0.10 25 OUTLET [INFILTRATION] ;;Subcatchment Suction Ksat IMD ;;-------------- ---------- ---------- ---------- Village7+DMA2&3 9 0.01875 0.33 [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- Page 1 1601-OTAY VILLAGE 7 R-4-EX.INP POC-2 0 FREE NO [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- ;Lower Otay Rain Gage from San Diego County LWROtay FILE "lower_otay.prn" [REPORT] ;;Reporting Options SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 0.000 0.000 10000.000 10000.000 Units None [COORDINATES] ;;Node X-Coord Y-Coord ;;-------------- ------------------ ------------------ POC-2 1488.812 3184.165 [VERTICES] ;;Link X-Coord Y-Coord ;;-------------- ------------------ ------------------ [Polygons] ;;Subcatchment X-Coord Y-Coord ;;-------------- ------------------ ------------------ Village7+DMA2&3 1503.198 4989.339 [SYMBOLS] ;;Gage X-Coord Y-Coord ;;-------------- ------------------ ------------------ LWROtay 1663.113 7089.552 Page 2 SWMM Model - EX Condition Output Report 1601-OTAY VILLAGE 7 R-4-EX.rpt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.014) -------------------------------------------------------------- ********************************************************* 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 ........... NO Water Quality .......... NO Infiltration Method ...... GREEN_AMPT Starting Date ............ 08/28/1951 00:00:00 Ending Date .............. 03/16/2008 23:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 01:00:00 Wet Time Step ............ 00:15:00 Dry Time Step ............ 04:00:00 ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 4429.141 592.990 Evaporation Loss ......... 657.141 87.980 Infiltration Loss ........ 1268.424 169.821 Surface Runoff ........... 2526.138 338.209 Final Storage ............ 0.187 0.025 Continuity Error (%) ..... -0.514 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 2526.138 823.180 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 2526.138 823.180 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.000 0.000 Continuity Error (%) ..... 0.000 *************************** 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 Page 1 1601-OTAY VILLAGE 7 R-4-EX.rpt CFS ---------------------------------------------------------------------------------------------------------------- -------------- Village7&R-4 592.99 0.00 87.98 169.82 307.85 30.36 338.21 823.12 60.64 0.570 Analysis begun on: Thu Apr 6 08:42:54 2023 Analysis ended on: Thu Apr 6 08:43:13 2023 Total elapsed time: 00:00:19 Page 2 POC 2 – Mass Condition SWMM Model - PR Condition Input Data 1601-OTAY VILLAGE 7 R-4-PR.INP [TITLE] ;;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_AMPT FLOW_ROUTING KINWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING NO SKIP_STEADY_STATE NO START_DATE 08/28/1951 START_TIME 00:00:00 REPORT_START_DATE 08/28/1951 REPORT_START_TIME 00:00:00 END_DATE 03/16/2008 END_TIME 23:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 01:00:00 WET_STEP 00:15:00 DRY_STEP 04:00:00 ROUTING_STEP 0:01:00 RULE_STEP 00:00:00 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION H-W VARIABLE_STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- MONTHLY 0.06 0.08 0.11 0.16 0.18 0.21 0.21 0.20 0.16 0.12 0.08 0.06 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- LWROtay INTENSITY 1:00 1.0 TIMESERIES LWROtay [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- ;Proposed Developed Area - Village 7 R-8 Village7+DMA2&3 LWROtay POC-2 89.63 65.1 1190 3.40 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Village7+DMA2&3 0.012 0.15 0.05 0.10 25 OUTLET [INFILTRATION] ;;Subcatchment Suction Ksat IMD ;;-------------- ---------- ---------- ---------- Village7+DMA2&3 9 0.01875 0.33 [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- Page 1 1601-OTAY VILLAGE 7 R-4-PR.INP POC-2 0 FREE NO [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- ;Lower Otay Rain Gage from San Diego County LWROtay FILE "lower_otay.prn" [REPORT] ;;Reporting Options SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 0.000 0.000 10000.000 10000.000 Units None [COORDINATES] ;;Node X-Coord Y-Coord ;;-------------- ------------------ ------------------ POC-2 1488.812 3184.165 [VERTICES] ;;Link X-Coord Y-Coord ;;-------------- ------------------ ------------------ [Polygons] ;;Subcatchment X-Coord Y-Coord ;;-------------- ------------------ ------------------ Village7+DMA2&3 1503.198 4989.339 [SYMBOLS] ;;Gage X-Coord Y-Coord ;;-------------- ------------------ ------------------ LWROtay 1663.113 7089.552 Page 2 SWMM Model - PR Condition Output Report 1601-OTAY VILLAGE 7 R-4-PR.rpt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.014) -------------------------------------------------------------- ********************************************************* 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 ........... NO Water Quality .......... NO Infiltration Method ...... GREEN_AMPT Starting Date ............ 08/28/1951 00:00:00 Ending Date .............. 03/16/2008 23:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 01:00:00 Wet Time Step ............ 00:15:00 Dry Time Step ............ 04:00:00 ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 4429.141 592.990 Evaporation Loss ......... 658.698 88.189 Infiltration Loss ........ 1260.938 168.819 Surface Runoff ........... 2532.003 338.994 Final Storage ............ 0.188 0.025 Continuity Error (%) ..... -0.512 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 2532.003 825.091 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 2532.003 825.091 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.000 0.000 Continuity Error (%) ..... 0.000 *************************** 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 Page 1 1601-OTAY VILLAGE 7 R-4-PR.rpt CFS ---------------------------------------------------------------------------------------------------------------- -------------- Village7+DMA2&3 592.99 0.00 88.19 168.82 308.77 30.22 338.99 825.03 60.72 0.572 Analysis begun on: Thu Apr 6 10:44:29 2023 Analysis ended on: Thu Apr 6 10:44:49 2023 Total elapsed time: 00:00:20 Page 2 POC 2 – Developed Condition SWMM Model - PR Condition Input Data 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.inp [TITLE] ;;Project Title/Notes [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION GREEN_AMPT FLOW_ROUTING KINWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING NO SKIP_STEADY_STATE NO START_DATE 08/28/1951 START_TIME 00:00:00 REPORT_START_DATE 08/28/1951 REPORT_START_TIME 00:00:00 END_DATE 03/16/2008 END_TIME 23:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 01:00:00 WET_STEP 00:15:00 DRY_STEP 04:00:00 ROUTING_STEP 0:01:00 RULE_STEP 00:00:00 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION H-W VARIABLE_STEP 0.75 LENGTHENING_STEP 0 MIN_SURFAREA 12.557 MAX_TRIALS 8 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- MONTHLY 0.06 0.08 0.11 0.16 0.18 0.21 0.21 0.20 0.16 0.12 0.08 0.06 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- LWROtay INTENSITY 1:00 1.0 TIMESERIES LWROtay [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- ;Proposed Developed Area - Village 7 R-8 Village7 LWROtay POC-2 86.52 67.3 1193 3.40 0 DMA3 LWROtay POC-2 0.34 49.5 675 2.90 0 DMA-2 LWROtay Vault 2.85 78 827 1.25 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Village7 0.012 0.15 0.05 0.10 25 OUTLET DMA3 0.012 0.15 0.05 0.10 25 OUTLET DMA-2 0.012 0.15 0.05 0.10 25 OUTLET [INFILTRATION] ;;Subcatchment Suction Ksat IMD ;;-------------- ---------- ---------- ---------- Village7 9 0.01875 0.33 Page 1 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.inp DMA3 9 0.01875 0.33 DMA-2 9 0.01875 0.33 [LID_CONTROLS] ;;Name Type/Layer Parameters ;;-------------- ---------- ---------- BF-1-1 BC BF-1-1 SURFACE 7.23 0.0 0.1 0.01 5 BF-1-1 SOIL 24 0.4 0.2 0.1 5 5 1.5 BF-1-1 STORAGE 12 0.67 0 0 BF-1-1 DRAIN 5.6496 0.5 0 6 0 0 [LID_USAGE] ;;Subcatchment LID Process Number Area Width InitSat FromImp ToPerv RptFile DrainTo FromPerv ;;-------------- ---------------- ------- ---------- ---------- ---------- ---------- ---------- ------------------------ ---------------- ---------- [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- POC-2 0 FREE NO [STORAGE] ;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD ;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- -------- -------- -------- Vault 0 5 0 TABULAR Vault 0 0 [OUTLETS] ;;Name From Node To Node Offset Type QTable/Qcoeff Qexpon Gated ;;-------------- ---------------- ---------------- ---------- --------------- ---------------- ---------- -------- Outlet2 Vault POC-2 0 TABULAR/DEPTH Outlet1 NO [CURVES] ;;Name Type X-Value Y-Value ;;-------------- ---------- ---------- ---------- Outlet1 Rating 0.0 0.000 Outlet1 0.1 0.012 Outlet1 0.2 0.034 Outlet1 0.3 0.046 Outlet1 0.4 0.056 Outlet1 0.5 0.0639 Outlet1 0.6 0.0711 Outlet1 0.7 0.0776 Outlet1 0.8 0.0837 Outlet1 0.9 0.0893 Outlet1 1.0 0.0946 Outlet1 1.1 0.0996 Outlet1 1.2 0.1044 Outlet1 1.3 0.1089 Outlet1 1.4 0.1133 Outlet1 1.5 0.1175 Outlet1 1.6 0.1216 Outlet1 1.7 0.1255 Outlet1 1.8 0.1293 Outlet1 1.9 0.1330 Outlet1 2.0 0.1366 Outlet1 2.1 0.1402 Outlet1 2.2 0.1436 Outlet1 2.3 0.1469 Outlet1 2.4 0.1502 Outlet1 2.5 0.1534 Outlet1 2.6 0.1566 Outlet1 2.7 0.1596 Outlet1 2.8 0.1908 Outlet1 2.9 0.2619 Page 2 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.inp Outlet1 3.0 0.3162 Outlet1 3.1 0.3529 Outlet1 3.2 0.3842 Outlet1 3.3 0.4120 Outlet1 3.4 0.4373 Outlet1 3.5 0.4608 Outlet1 3.6 0.4828 Outlet1 3.7 0.5035 Outlet1 3.8 0.5233 Outlet1 3.9 0.5421 Outlet1 4.0 0.5602 Outlet1 4.1 0.6407 Outlet1 4.2 0.8180 Outlet1 4.3 1.0129 Outlet1 4.4 1.1306 Outlet1 4.5 1.2305 Outlet1 4.6 1.3194 Outlet1 4.7 1.6144 Outlet1 4.8 2.5878 Outlet1 4.9 3.9393 Outlet1 5.0 5.5771 Outlet1 5.1 7.4558 Outlet1 5.2 9.5464 Outlet1 5.3 11.8286 Outlet1 5.4 14.2872 Outlet1 5.5 16.9098 Outlet1 5.6 19.6866 Outlet1 5.7 22.6094 Outlet1 5.8 25.6709 Outlet1 5.9 28.8651 Outlet1 6.0 32.1867 ; Vault Storage 0 2500 Vault 6 2500 [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- ;Lower Otay Rain Gage from San Diego County LWROtay FILE "lower_otay.prn" [REPORT] ;;Reporting Options SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 0.000 0.000 10000.000 10000.000 Units None [COORDINATES] ;;Node X-Coord Y-Coord ;;-------------- ------------------ ------------------ POC-2 1417.910 3891.258 Vault 3166.466 4439.083 [VERTICES] ;;Link X-Coord Y-Coord ;;-------------- ------------------ ------------------ [Polygons] ;;Subcatchment X-Coord Y-Coord ;;-------------- ------------------ ------------------ Village7 1865.672 5703.625 DMA3 -826.162 4974.182 DMA-2 4059.107 4909.530 [SYMBOLS] Page 3 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.inp ;;Gage X-Coord Y-Coord ;;-------------- ------------------ ------------------ LWROtay 1663.113 7089.552 Page 4 SWMM Model - PR Condition Output Report 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.rpt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.014) -------------------------------------------------------------- ********************************************************* 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 ........ NO Water Quality .......... NO Infiltration Method ...... GREEN_AMPT Flow Routing Method ...... KINWAVE Starting Date ............ 08/28/1951 00:00:00 Ending Date .............. 03/16/2008 23:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 01:00:00 Wet Time Step ............ 00:15:00 Dry Time Step ............ 04:00:00 Routing Time Step ........ 60.00 sec ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 4433.094 592.990 Evaporation Loss ......... 673.021 90.026 Infiltration Loss ........ 1163.827 155.679 Surface Runoff ........... 2620.259 350.497 Final Storage ............ 0.194 0.026 Continuity Error (%) ..... -0.546 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 2620.259 853.850 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 2620.230 853.841 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.006 0.002 Continuity Error (%) ..... 0.001 ******************************** Highest Flow Instability Indexes ******************************** All links are stable. ************************* Routing Time Step Summary ************************* Page 1 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.rpt Minimum Time Step : 60.00 sec Average Time Step : 60.00 sec Maximum Time Step : 60.00 sec Percent in Steady State : 0.00 Average Iterations per Step : 1.00 Percent Not Converging : 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 ---------------------------------------------------------------------------------------------------------------- -------------- Village7 592.99 0.00 90.23 157.20 319.24 29.30 348.55 818.85 60.02 0.588 DMA3 592.99 0.00 60.45 228.98 250.97 63.52 314.49 2.90 0.26 0.530 DMA-2 592.99 0.00 87.23 100.72 388.08 25.88 413.96 32.04 2.31 0.698 ****************** 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 --------------------------------------------------------------------------------- POC-2 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 Vault STORAGE 0.02 4.64 4.64 16971 17:08 4.55 ******************* 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 ------------------------------------------------------------------------------------------------- POC-2 OUTFALL 60.29 61.14 16971 17:01 822 854 0.000 Vault STORAGE 2.31 2.31 17230 06:01 32 32 0.023 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Page 2 1601-OTAY VILLAGE 7 R-4-PR_MIT#2.rpt 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 -------------------------------------------------------------------------------------------------- Vault 0.057 0 0 0 11.603 93 16971 17:07 1.44 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- POC-2 7.96 0.80 61.14 853.778 ----------------------------------------------------------- System 7.96 0.80 61.14 853.778 ******************** 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 ----------------------------------------------------------------------------- Outlet2 DUMMY 1.44 16971 17:08 ************************* Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Thu Apr 6 10:15:52 2023 Analysis ended on: Thu Apr 6 10:16:21 2023 Total elapsed time: 00:00:29 Page 3 EXPLANATION OF SELECTED VARIABLES Parameters for the pre- and post-development models include soil type group D in accordance with the San Diego County Hydrology Manual and the USGS Soil Survey. Suction head, conductivity and initial deficit corresponds to average values expected for the soil types, according to sources consulted, professional experience, and approximate values obtained by the City of Chula Vista BMP manual Appendix G. Selection of a Kinematic Approach: As the continuous model is based on hourly rainfall, and the time of concentration for the pre-development and post-development conditions is significantly smaller than 60 minutes, precise routing of the flows through the impervious surfaces, the underdrain pipe system, and the discharge pipe was considered unnecessary. The truncation error of the precipitation into hourly steps is much more significant than the precise routing in a system where the time of concentration is much smaller than 1 hour. V.HYDROMODIFICATION WATERSHED MAPS SEE ATTCHMENT 2A FOR HMP EXHIBITS Otay Ranch Village 7, R-3, R-4, & R-8 Will be provided during fi- nal engineering Otay Ranch Village 7, R-3, R-4, & R-8 EXHIBIT "A" Maintenance Recommendations andEXHIBIT "B" Frequency Inspection Operation and Maintenance Plan (IOMP) INSPECTION FREQUENCY MAINTENANCE FREQUENCY MAINTENANCE METHOD QUANTITY SHEET NUMBERS WEEKLY AS-NEEDED MOW AS NECESSARY 66768 SF 20003-4~9 ANNUAL AS-NEEDED MAINTAIN DRIVEWAYS, CLEAN UP AREA DRAINS 1 20003-4~9 SOURCE CONTROL ELEMENTS DESCRIPTION: STORM DRAIN STENCILING ANNUAL BI-ANNUAL REPAINT AS NECESSARY 1 20003-4~9 BI-ANNUAL 6-12 MONTHS AS NEEDED REPLCMNT OF SOIL MATERIAL REMOVE DEBRIS AS NEEDED 3 O&M RESPONSIBLE PARTY DESIGNEE: PROPERTY OWNDER: INCLUDED IN O&M MANUALBMP DESCRIPTION SITE DESIGN ELEMENTS SITE DESIGN, SOURCE CONTROL AND POLLUTANT CONTROL BMP OPERATION + MAINTENANCE PROCEDURE DESCRIPTION:LANDSCAPE DESCRIPTION:RUNOFF COLLECTION POLLUTANT CONTROL BMP(S) STORM WATER MANAGEMENT AND DISCHARGE CONTROL MAINTENANCE AGREEMENT APPROVAL NO.: NO YES NO DESCRIPTION:PROPRIETARY BIOFILTRATION UNIT 223278 sf Otay Ranch Village 7, R-3, R-4, & R-8 Otay Ranch Village 7, R-3, R-4, & R-8 L A M E D I A R O A D SANTA LUNA STREET M A G D A L E N A A V E N U E PEABODY WAY R-8 R-4 1 3 B A A 1 2 4 A C C E S S R D. V ORTA C R-3 VORTAC ACCESS ROAD 470 - 460 - - 470 - 460 - 450450 - - 440 - 430 440 - 430 - SECTION "A" SHEET C1 CITY OF CHULA VISTA, CALIFORNIA VILLAGE 7 TENTATIVE MAP DATEREVISIONSNO.BYPREPARED BY: HUNSAKER& ASSOCIATES OTAY RANCH VILLAGE 7 R-3, R-4 & R-8 CITY OF CHULA VISTA, CALIFORNIA TENTATIVE MAP CVT 23-0001 SITE 125 805 N VICINITY MAP LA MEDIA ROAD (EXISTING)6-LANE PRIME ARTERIAL\RANCH THEME STREET OWNERS/ APPLICANTS GENERAL NOTES SHEET INDEX CONDOMINIUM NOTE LEGAL DESCRIPTION PUBLIC UTILITIES EASEMENTS R-8 LEGEND CIVIL ENGINEER L D A O IS A S .V IALP A N C 47945 LIVIC FTA OE ILACF T S R E G IS NRO AI I N E ER O TER E D P R O F E SSI NAL E N G SANTA LUNA STREET (EXISTING)SECONDARY VILLAGE ENTRY CONCEPTUAL GRADING PLAN R-3, R-4 & R-8 SHEET C1 TENTATIVE MAP/ CONCEPTUAL GRADING PLAN SHEET C2 BOUNDARY & ENCUMBRANCES SHELF ROUNDINGUPPER PROPERTY LINE CONCEPTUAL GRADING PLAN CVT 23-0001 SHEET C3 BOUNDARY & ENCUMBRANCES SUMMARY TABLEBOUNDARY DATA SHEET C2 CITY OF CHULA VISTA, CALIFORNIA PREPARED BY: HUNSAKER& ASSOCIATES BOUNDARY & ENCUMBRANCES LEGAL DESCRIPTION TITLE REFERENCE ASSESSOR'S PARCEL NUMBERS TITLE EXCEPTIONS TITLE EXCEPTIONS (CONT.)LEGAL DESCRIPTION TITLE REFERENCE ASSESSOR'S PARCEL NUMBER TITLE EXCEPTIONS LEGAL DESCRIPTION TITLE REFERENCE ASSESSOR'S PARCEL NUMBER TITLE EXCEPTIONS ON SITE OWNERS: BALDWIN & SONS AS TO LOT C OTAY PROJECT AS TO LOT D APNS: 644-241-07-00 (LOT C) AND 644-241-08-00 (LOT D) VORTAC - OFFSITE OWNER: UNITED STATES OF AMERICA APN:644-241-06-00 LOT 12 MAP NO. 15014 - OFFSITE OWNER: MCMILLIN ROLLING HILLS RANCH, LLC APN: 644-241-05-00 TO BE QUITCLAIMED TO BE REMOVED TO BE QUITCLAIMED LEGAL DESCRIPTION TITLE REFERENCE ASSESSOR'S PARCEL NUMBER TITLE EXCEPTIONS TITLE EXCEPTIONS (CONT.) ONSITE OWNER: BALDWIN & SONS, LOT "K" MAP NO. 15134 APN: 644-241-10-00 VILLAGE 7R-3, R-4 & R-8 TO BE REMOVED CVT 23-0001 SHEET C3 CITY OF CHULA VISTA, CALIFORNIA PREPARED BY: HUNSAKER& ASSOCIATES BOUNDARY & ENCUMBRANCES VILLAGE 7R-3, R-4 & R-8 CVT 23-0001 Otay Ranch Village 7, R-3, R-4, & R-8 2807-0121 04/03/2023 PRELIMINARY DRAINAGE STUDY for TENTATIVE MAP CVT 23-0001 CONCEPTUAL GRADING PLAN OTAY RANCH VILLAGE 7, R-3, R-4, & R-8 APN: 644-241-06, 644-241-07 & 644-241-08 C.V.T. 23-0001 Prepared for: Baldwin and Sons LLC 20 Corporate Plaza Dr. Newport Beach, CA 92660 & Otay Project, L.P. 20 Corporate Plaza Dr. Newport Beach, CA 92660 (949) 640-8300 W.O. 2807-0121 May 10, 2024 07/26/2024 Alisa Vialpando, RCE # 47945 Date Hunsaker & Associates San Diego, Inc. Preliminary Drainage Study for Otay Ranch Village 7 R-3, R-4, & R-8 2807-0121 04/03/2023 TABLE OF CONTENTS SECTION Chapter 1 - Executive Summary I 1.1 Introduction 1.2 Summary of Existing Conditions 1.3 Summary of Proposed Conditions 1.4 Summary of Results 1.5 References Chapter 2 – Methodology & Model Development II 2.1 Rational Method Model Development Summary 2.2 Design Rainfall Determination - 100-Year, 6-Hour Rainfall Isopluvial Map - 100-Year, 24-Hour Rainfall Isopluvial Map - 50-Year, 6-Hour Rainfall Isopluvial Map - 50-Year, 24-Hour Rainfall Isopluvial Map 2.3 Runoff Coefficient Determination 2.4 Rainfall Intensity Determination - Maximum Overland Flow Length & Initial Time of Concentration Table - Urban Watershed Overland Time of Flow Nomograph - Manning’s Equation Nomograph - Intensity-Duration Design Chart Chapter 3 – Hydrologic Analysis III 3.1 Existing Models (See appendix A) 3.2 50-Year event for R-4 Mass Graded condition 3.3 100-Year event for R-4 Mass Graded condition 3.4 50-Year event for Ultimate condition 3.5 100-Year event for Ultimate condition Chapter 4 – Existing Inlet Calculations V Chapter 5 – Detention Analysis VI Chapter 6 – Hydrology Maps VII Appendix A – References Otay Ranch Village 7, R-3, R-4, & R-8