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Home My WebLink AboutBLOOM FILING FOUR - FDP240001 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORT 4025 Automation Way, Ste B2 | Fort Collins, CO 80525 | 970-698-6046 | www.civilworxeng.com Final Drainage and Erosion Control Report Bloom Multi Family Fort Collins, CO Prepared for: Hartford Acquisitions, LLC 4801 Goodman Road Timnath, CO 80547 January 23, 2024 Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO i C22026 - Bloom Multi Family Drainage Report FDP 1st Round.docx January 22, 2024 Mr. Wes Lamarque City of Fort Collins Engineer 4750 Signal Tree Drive Timnath, CO 80547 RE: Bloom Multi Family Final Design and Erosion Control Report Project Number: C22026 Dear Wes, CivilWorx, LLC is pleased to submit this Final Design and Erosion Control Report for the Bloom Multi Family Development in Fort Collins, Colorado. This report serves to document the Final design plans for the Bloom Development. The proposed plan is not substantially different from the plan presented with the preliminary plan review. We understand that review by the City of Fort Collins is to assure general compliance with standardized criteria contained in City of Fort Collins Storm Drainage Design Criteria and Construction Standards. This report was prepared in compliance with technical criteria set forth in both the Urban Drainage and Flood Control District (UDFCD) Urban Storm Drainage Criteria Manual and the City of Fort Collins Storm Drainage Design Criteria. If you should have any questions or comments as you review this report, please feel free to contact me at your convenience. Respectfully, Kelly W. Hafner, PE Senior Project Manager CivilWorx, LLC Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO ii C22026 - Bloom Multi Family Drainage Report FDP 1st Round.docx TABLE OF CONTENTS PAGE I. General Location and Description ........................................................................................................................ 1 A. Location ....................................................................................................................................................... 1 B. Description of Property ............................................................................................................................... 2 II. Drainage Basins and Catchments ......................................................................................................................... 2 A. Major Basin Description............................................................................................................................... 2 B. Pre-Project Drainage Patterns ..................................................................................................................... 3 III. Drainage Design Criteria ...................................................................................................................................... 3 A. Regulations .................................................................................................................................................. 3 B. Development Criteria Reference and Constraints ....................................................................................... 3 C. Hydrological Criteria .................................................................................................................................... 3 D. Hydraulic Criteria and Governing Standards ............................................................................................... 3 IV. Drainage Facility Design ....................................................................................................................................... 4 A. General Developed Project Overview .......................................................................................................... 4 V. Sediment/Erosion Control .................................................................................................................................. 10 VI. Conclusions ........................................................................................................................................................ 11 A. Compliance with Standards ....................................................................................................................... 11 B. Drainage Plan ............................................................................................................................................. 11 VII. References ..................................................................................................................................................... 12 VIII. Certification ................................................................................................................................................... 13 Figure 1. Vicinity and Phase Map................................................................................................................................... 1 Figure 2. Lower Cooper Slough Drainage Basin – As Shown on the City of Fort Collins Website .................................. 2 Table 1. Existing Catchment Runoff Summary............................................................................................................... 3 Table 2. Developed Catchment Runoff Summary ......................................................................................................... 6 Table 3. Storm Sewer Piping Summary .......................................................................................................................... 7 Table 4. Storm Sewer Hydraulic Grade Line Summary .................................................................................................. 8 Table 5. Storm Sewer Inlet Interception Summary ....................................................................................................... 9 APPENDICES APPENDIX A - Drainage Assessment and Plans APPENDIX B - Water Quality Calculations Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 1 I. General Location and Description A. Location The Bloom Development (referred herein as “the site”) is located north of State Highway 14 (Mulberry Street) and just west of Interstate 25. The site is located within the southwest half of Section 9, Township 7 North, Range 68 West of the 6th Principal Meridian in the City of Fort Collins, County of Larimer, State of Colorado. The site is located on the parcel of land # 8709300004 with coordinates of 40.587086, - 105.016334. A vicinity map is shown with Figure 1. Figure 1. Vicinity and Phase Map Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 2 B. Description of Property Currently, the property is undeveloped. There are no structures or significant infrastructure located on the site. The current use of the property is agriculture and farming and thus the existing land can be characterized as a tilled field. Below is a detailed summary of the existing conditions: Ground Cover - The site is currently being used as crop land and therefore ground conditions can be characterized as tillage/field with varying seasonal crops. Grades – In general, the entire site drains to the south. These grades are generally less than 1%, with a few localized areas that slope at approximately 2%. Soil Type - According to the Natural Resources Conservation (NRCS) web soil survey and report, the site consists of Garret loam and Ascalon sandy loam soils of hydrologic soils groups Type B and C. Utilities – The site does not have an existing utilities on it its property. Domestic water, sanitary sewer, and storm water utilities have been designed and are planned to be built under roads that will abut the property. Natural gas, telephone, fiber, and electric are planned to be installed in and around the site at a future time. Storm Drainage / Irrigation Facilities – The site does not contain any storm drainage infrastructure except for surface drainage. No irrigation facilities are present on the site. II. Drainage Basins and Catchments A. Major Basin Description This site is located within the Cooper Slough drainage basin as most recently described in the Mulberry Master Drainage Plan (MDP) by Galloway Engineering Firm and dated April 6th, 2021, with the last revision of the report being dated as October 13th, 2021. Figure 2. Lower Cooper Slough Drainage Basin – As Shown on the City of Fort Collins Website Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 3 B. Pre-Project Drainage Patterns The project site is located within the Cooper Slough Drainage Basin as shown Figure 2 above. The proposed site area consists of approximately 15.8 acres. Four (4) proposed roads that will be constructed as part of the Bloom 1st Filing Project and shown in the construction plans by Galloway engineering surround the site property - Aria way on the west, Greenfields Drive on the east, International Boulevard to the north, and Donella Drive to the south. The entire site drains to the south but the site is generally flat. The site has localized areas that have grades of approximately 2%, but most grades are less than 1%. The nearest receiving waters to the site are the Cooper slough drainage and wetlands (approximately 1,200 feet from the site) that flow into the Boxelder Creek, which further transports water to the Poudre River. Below is summary of the existing runoff generated by the site as it exists pre-development. Table 1. Existing Catchment Runoff Summary Existing Site Area (ac.) % Imperv. Q2 cfs Q100 cfs Bloom Property 15.83 2 0.92 19.0 III. Drainage Design Criteria A. Regulations The design criteria for this development are the City of Fort Collins Stormwater Drainage Criteria Manual (FCSDCM) dated March 2018 and the Mile High Flood District Criteria Manuals Volumes 2, and 3 (referred to herein as MHFDCM). B. Development Criteria Reference and Constraints The criteria used as the basis to analyze and design stormwater features of this project were done so according to the references cited in this report. C. Hydrological Criteria In accordance with the City of Fort Collins policy, a minor and major storm are identified as the 2-year and 100-year storms, respectively. These storms have been used as a basis for planning and design. The proposed developed drainage networks, including the stormwater detention system, are designed using the USEPA Stormwater Management Model (SWMM version 5.2.4) software. SWMM input parameters for catchment runoff utilized Table 4.1-1 of the referenced FCSDCM. Post development runoff for the site will be in accordance with the Mulberry and Greenfields Master Drainage Plan developed by Galloway Engineering. D. Hydraulic Criteria and Governing Standards The developed site will convey runoff to a proposed detention pond on the southeast corner of the site via a combination of channelized flow, sheet flow, and storm sewer, then release to the downstream system per the approved Mulberry and Greenfields Master Drainage Report by Galloway Engineering. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 4 SWMM modeling was used to estimate the required detention pond volume for the Bloom site. Hydraulic calculations for all pipes and swales were also completed using EPA-SWMM and are included in this report. SWMM catchment width parameters are calibrated using the theory of cascading planes (see Guo reference). This method was also documented in the 2016 SWMM Hydrology Reference Manual published by the EPA. IV. Drainage Facility Design A. General Developed Project Overview The developed Bloom project site area includes the construction of multi-family homes, parking areas, landscaped areas and access roads. The Bloom multi-family subdivision project is part of the Cooper Slough basin whose ultimate outfall is the Boxelder Creek, located south of Colorado Highway 14 (Mulberry Street). Runoff from the Bloom-multifamily site will be captured using a combination of curb & gutter and storm sewer pipe and conveyed to a proposed onsite detention facility. The proposed detention pond will also include flows from adjacent property to the east, west and north as shown on the Mulberry and Greenfields Master Drainage Plan by Galloway Engineering. Information on the proposed Bloom site detention pond outlet structure and storm pipe will be provided by Galloway engineering at a later date after their analysis incorporates the drainage modeling provided in this report. Overall Drainage Plan The overall drainage plan is to convey runoff to the detention facility on the southeast corner of the site prior to discharging via a proposed outlet structure and storm pipe. Following is an analysis of the site drainage concepts and routing as well as a summary of all of the proposed on site drainage Catchments. All flow summaries at design points, including conveyance facilities, have been designed in detail as part of the EPA SWMM model. Catchment 01: The 01 Catchment has an area of 2.08 acres and generally flows to the southeast. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to a Type C inlet located at the southeastern corner of the Catchment. From here it is carried through Storm Line A into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Catchment 02: The 02 Catchment has an area of 1.57 acres and generally flows to the southeast. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to a Type C inlet located at the southern side of the Catchment. From here it is carried through Storm Line C & B and A respectively, after which it drains into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Catchment 03: The 03 Catchment has an area of 1.96 acres, is located at the central eastern portion of the site and generally flows to the south. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to a Type R inlet located at the southern portion of the Catchment. From here it is carried through Storm Lines C, B, and A respectively, after which it drains into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 5 Catchment 04: The 04 Catchment has an area of 1.4 acres, is located at the central western portion of the site and generally flows to the south. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to a Type C inlet located at the south side of the Catchment. From here it is carried through Storm Line A, after which it drains into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Catchment 05: The 05 Catchment has an area of 1.03 acres, is in the central portion of the site and generally flows to the south. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to a Type R inlet located at the southern portion of the Catchment. From here it is carried through Storm Lines B and A respectively, after which it drains into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Catchment 06: The 06 Catchment has an area of 0.32 acres, is in the central portion of the site and generally flows to the south. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to a sidewalk chase/curb cut where water then travels further south via a grass swale and into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Catchment 07: The 07 Catchment has an area of 1.64 acres, is located at the southwestern portion of the site and flows to the center of itself where a proposed low point and Type R inlet is located. Runoff is conveyed via street flow and channelized curb/gutter/pan flow to the Type R inlet. From here it is carried north and east through Storm Lines A, after which it drains into the proposed-on site detention pond. Street capacities, inlet sizing, and storm sewer sizing were all completed using EPA-SWMM. Catchment 08: The 08 Catchment has an area of 2.42 acres and is located at the southwestern portion of the site. This Catchment is where the proposed detention pond for the site lies, and water eventually leaves the detention pond via an outlet control structure located at the southwest corner of the Catchment. Overall pond volume requirements were calculated with EPA-SWMM in conjunction with the Mile High Flood District Drainage Criteria. OS Catchments OS 1: Catchment OS-1 is 0.84 acres, located at the Northwestern portion of the site and drains offsite to the west via sheet flow and curb and gutter flow. All of the OS-1 flows will be captured in the proposed Bloom Filing 1 storm sewer infrastructure and directed via storm pipe to detention features planned with Bloom Filing 1 detention facilities. OS 2: Catchment OS-2 is 0.23 acres, located at the Northwestern portion of the site and drains offsite to the west via sheet flow and curb and gutter flow. All of the OS-2 flows will be captured in the proposed Bloom Filing 1 storm sewer infrastructure and directed via storm pipe and inlets to the existing-off site detention pond located on the north side of International Boulevard. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 6 OS 3: Catchment OS-3 is 0.96 acres, located at the Northeastern portion of the site and drains offsite to the north and east via sheet flow and curb and gutter flow. All of the OS-2 flows will be captured in the proposed Bloom Filing 1 storm sewer infrastructure and directed via storm pipe and inlets to an offsite detention pond to the east of the site. OS 4: Catchment OS-4 is 0.85 acres, located at the western portion of the site and drains offsite to the west via sheet flow and curb and gutter flow. OS-4 flows will be captured in the proposed Bloom Filing 1 storm sewer infrastructure and directed via storm pipe and inlets to the off-site detention facilities associated with Bloom Filing 1. OS 5: Catchment OS-5 is 0.74 acres, located at the southwestern portion of the site and drains to the west via sheet flow and curb and gutter flow. OS-5 flows will be captured in the proposed Bloom Filing 1 storm sewer infrastructure and directed via storm pipe and inlets to the off-site detention facilities associated with Bloom Filing 1. OS 6-9: Catchments OS-6 through OS-9 comprise perimeter and local street catchments that are not part of the site but are included on the initial drainage plan as designs collaboration continues with the Galloway project. These catchments comprise 3.318 acres and are made up of areas that will be flowing to the proposed detention pond that are not on the Bloom-multifamily property and is not included in the pond WQ calculations provided in appendix B. These Catchments include areas that surrounds the site located within City of Fort Collins Right-of-Way and includes mostly asphalt and concrete surfaces with some perimeter landscaping from the site property line to the centerline of each surrounding road. Drainage Catchment Summaries The following is a summary of the Catchment runoff characteristics: Table 2. Developed Catchment Runoff Summary Catchment Area (ac.) % Imperv. C2 Q2 cfs C100 Q100 cfs C-01 2.07 79% 0.721 2.5 0.913 14.5 C-02 1.56 82% 0.749 2.1 0.924 11.7 C-03 1.95 82% 0.748 2.5 0.923 14.1 C-04 1.40 84% 0.769 2.1 0.932 11.0 C-05 1.03 76% 0.700 1.5 0.906 7.9 C-06 0.32 47% 0.454 0.4 0.812 2.1 C-07 1.64 90% 0.819 2.4 0.950 12.8 C-08 2.38 21% 0.123 0.8 0.706 14.9 C-OS-1 0.71 62% 0.575 0.9 0.857 4.8 C-OS-2 0.23 12% 0.163 0.1 0.705 5.2 C-OS-3 1.00 52% 0.479 0.9 0.809 6.1 C-OS-4 0.85 69% 0.637 1.2 0.881 4.9 C-OS-5 0.74 58% 0.540 0.9 0.843 3.3 C-OS-6 0.71 79% 0.709 0.5 0.902 4.9 C-OS-7 0.75 77% 0.701 0.8 0.904 2.6 C-OS-8 0.47 77% 0.697 0.4 0.899 6.2 Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 7 Table 2. Developed Catchment Runoff Summary Catchment Area (ac.) % Imperv. C2 Q2 cfs C100 Q100 cfs C-OS-9 1.27 78% 0.702 0.9 0.900 1.9 Note the infiltration parameters prescribed by the FCSDCM represent fully saturated underlying soil moisture conditions and thus produce very high runoff rates and volumetric yields. Storm Sewers The proposed drainage system for the Bloom Multifamily development was modeled in EPA-SWMM to determine pipe sizing and flow routing. The SWMM models for the 100-year and 2-year storms are included in Appendix B for reference. • Storm Line A – This system drains the western portion of the site to the proposed WQCV chambers and detention pond. This storm sewer connects to the other storm sewer networks proposed at the site at STMH A-1-1. This system contains connected Type C inlets and manholes working in series. • Storm Line B – This system collects drainage from the central and southern portions of the site via a type R inlet and receives flows from Storm Line C. • Storm Line C – This system collects drainage from the eastern central and northern of the site using 2 Type C inlets and conveys it through Storm Lines B then to the A system respectively and into the proposed detention pond. The table below summarizes the pipe flows for the major storm sewer systems for the project: Table 3. Storm Sewer Piping Summary Link Element Size (in) V2 fps Q2 cfs V100 fps Q100 cfs Upstream Node Downstream Node P-A-1 18 3.7 1.1 3.9 3.6 J-SDI-A-1-5 J-SDI-A-1-4 P-A-2 18 2.5 1.8 3.4 6.0 J-SDI-A-1-4 J-SDMH A-1-3 P-A2-1 18 3.4 2.2 4.2 7.4 J-SDI-A3-1 J-SDMH A-2-2 P-A2-2 18 2.4 2.2 4.2 7.4 J-SDMH A-2-2 J-SDMH A-2-1 P-A2-3 18 0.0 0.0 3.7 6.5 J-SDMH A-2-1 J-SDMH A-3 P-A2-4 18 2.4 2.2 3.0 4.6 J-STMH-CH-A-2-1 J-SDMH A-2-1 P-A-3 18 3.1 5.3 4.3 7.6 J-SDMH A-1-3 J-SDI A1-2 P-A-4 18 4.2 7.5 7.1 12.5 J-SDI A1-2 J-SDMH A1-1 P-A-5 18 4.9 8.7 9.3 16.4 J-SDMH A-4 J-SDMH A1-1 P-A-6 24 6.6 6.0 8.5 15.6 J-SDMH A-4 J-SDMH A-3 P-A-7 24 3.9 6.6 7.0 21.8 J-SDMH A-3 J-SDMH A-2 P-A-8 24 3.9 6.6 7.0 21.8 J-SDMH A-2 BLOOM-POND P-A-UD-1 18 1.6 2.8 2.4 4.2 J-SDMH-CH-A-4-A J-SDMH A-4 P-A-UD-2 18 3.1 2.7 4.1 4.2 J-SDMH-CH-A-4-B J-SDMH-CH-A-4-A Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 8 Table 3. Storm Sewer Piping Summary Link Element Size (in) V2 fps Q2 cfs V100 fps Q100 cfs Upstream Node Downstream Node P-B-1 18 0.8 1.4 3.8 6.6 J-SDI B-1 J-SDMH A1-1 P-C-A 18 1.7 0.9 1.8 2.9 J-SDI C-3 J-SDI-C-3-1 P-C-B 18 2.4 2.1 3.3 5.8 J-SDI-C-3-1 J-SDMH C-1 P-C-C 18 2.3 2.2 3.1 5.4 J-SDI-C-1 J-SDMH C-1 P-C-D 18 3.6 4.3 3.8 5.9 J-SDMH C-1 J-SDMH A-1-3 P-Z-POND-OUT 18 4.5 1.0 4.4 1.0 BLOOM-POND OUT-POND Table 4. Storm Sewer Hydraulic Grade Line Summary Node Element D2 ft HGL2 ft Q2 cfs D100 ft HGL100 ft Q100 cfs Detention Facilities BLOOM-POND 2.1 4930.5 7.8 5.9 4934.3 74.8 Storm Sewer Structures J-SDI A1-2 3.0 4936.1 7.5 6.6 4939.7 12.6 J-SDI B-1 2.0 4935.4 1.4 5.4 4938.8 8.7 J-SDI C-3 0.3 4938.6 0.9 2.5 4940.8 2.9 J-SDI-A-1-4 1.3 4936.8 1.7 5.3 4940.7 6.0 J-SDI-A-1-5 0.3 4938.7 1.1 2.6 4941.0 3.6 J-SDI-A3-1 1.8 4934.8 2.2 4.9 4938.0 8.1 J-SDI-C-1 1.0 4937.1 2.2 3.9 4940.0 5.4 J-SDI-C-3-1 1.1 4937.1 2.1 4.6 4940.6 5.8 J-SDMH A1-1 2.9 4935.4 8.7 6.0 4938.4 16.7 J-SDMH A-1-3 1.9 4936.7 5.6 5.5 4940.4 7.5 J-SDMH A-2 1.2 4932.6 6.6 3.2 4934.6 21.8 J-SDMH A-2-1 2.4 4934.8 2.2 4.9 4937.3 7.4 J-SDMH A-2-2 2.1 4934.8 2.2 4.9 4937.6 7.4 J-SDMH A-3 1.0 4933.2 6.6 4.6 4936.7 22.0 J-SDMH A-4 2.5 4934.9 8.7 4.8 4937.2 16.4 J-SDMH C-1 1.2 4937.0 4.3 4.5 4940.4 5.9 J-SDMH-CH-A-4-A 2.4 4934.8 2.8 4.9 4937.3 4.2 J-SDMH-CH-A-4-B 2.4 4934.8 3.2 5.5 4937.9 28.5 J-STMH-CH-A-2-1 2.4 4934.8 2.8 5.2 4937.6 24.7 Roadway Flowline/Curb at Storm Sewer Inlets RD-INLET-A-1-4 0.1 4941.2 1.3 0.3 4941.4 10.4 RD-INLET-A-1-5 0.1 4942.7 2.5 0.3 4942.9 14.4 RD-SDI A1-2 0.2 4939.2 2.5 0.7 4939.7 17.3 RD-SDI-A3-1 0.2 4937.5 2.4 0.8 4938.1 12.5 RD-SDI-B-1 0.1 4938.3 1.4 0.7 4938.9 39.8 RD-SDI-C-1 0.2 4939.3 2.2 0.8 4939.9 24.6 Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 9 Table 4. Storm Sewer Hydraulic Grade Line Summary Node Element D2 ft HGL2 ft Q2 cfs D100 ft HGL100 ft Q100 cfs RD-SDI-C-3-1 0.2 4940.6 3.5 0.4 4940.8 21.7 RD-SDI-C-3A 0.1 4942.2 2.1 0.3 4942.4 11.6 Inlets The proposed drainage system was modeled in EPA-SWMM. Inlet sizing and intercepted flows were modeled using the SWMM analysis, with corresponding flowline depths associated with inlets are listed in Table 4 from the assessment. The table below summarizes intercepted flow with the proposed inlets for the minor and major storms: Table 5. Storm Sewer Inlet Interception Summary Inlet Name Inlet Type/Size Q2 cfs Q100 cfs SDI A1-2 Type R (10’) 2.4 6.8 SDI B-1 Type R (10’) 1.4 8.7 SDI C-3 Type C 0.9 2.9 SDI-A-1-4 Type R (10’) 0.6 2.6 SDI-A-1-5 Type C 1.1 3.6 SDI-A3-1 Type R (10’) 2.2 8.1 SDI-C-1 Type R (10’) 2.2 5.4 SDI-C-3-1 Type C 1.2 3.4 Street Capacity The proposed drainage system for the development was modeled in SWMM. Street flows and curb & gutter flow depths were also modeled using the SWMM analysis. The internal gutter system capacity is presented as adequate for the conveyance of runoff to the perspective outfall. Detention Pond Summary Onsite detention was modeled using EPA-SWMM for pond volume and release rate calculations. Water Quality volume was determined using Mile High Flood District methodologies. These calculations are included in appendix B. The Bloom site detention pond also includes off-site flows and therefore, final calculations will be provided at the Master level by Galloway Engineering for the overall development. Required on site storage for the Bloom site alone is estimated at 0.623 AF for the 2-year storm and 3.244 AF for the 100-year storm respectively. The grading design shown on the submitted plans for this facility includes an active storage of 6.849 AF below spillway and 7.564 AF maximum storage capacity. Spillway Design The proposed detention system is a cut-in or depressed system with limited embankment. A 56’ wide broad-crested weir outlet is located in the southern part of the east side of the proposed detention facility. Emergency overflow will be directed towards Greenfield Drive and south towards the Donella Drive intersection. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 10 Water Quality and LID Design The site will incorporate water quality capture volume into the proposed detention pond for the settlement and deposition of particles and contaminants. Sizing and calculations for this water quality volume and outlet release structure can be found in Appendix B. For additional Low-Impact Development water quality control, an underground stormwater chamber system is proposed with the site that will treat on-site runoff prior to discharge into the proposed-on site detention pond. The criterion for this approach requires one of the following options: 1) 50% of the newly added or modified impervious area must be treated by LID techniques and 25% of new paved (vehicle use) areas must be pervious. 2) 75% of all newly added or modified impervious area must be treated by LID techniques. For this site Option 2 is utilized. The below table outlines the LID treated area calculations. SF Acre % of Total Total Site Area 692,610 15.900 100.0% Measured Impervious 462,688 10.622 66.8% Measured Landscaped 229,922 5.278 33.2% New Impervious Required to LID 340,530 7.817 75% Actual to LID Feature 347,451 7.986 75.1% The mapping of the LID calculations along with calculations for the water quality chamber system can also be found in Appendix B. It is noted that runoff from a large portion of the perimeter is disconnected impervious area but for this report, is not assessed for inclusion in the LID measurements. The final drainage plan proposes to install the required WQ chambers with the initial construction phase of the project. V. Sediment/Erosion Control In addition to the information provided below, A separate Storm Water Management Plan (SWMP) was prepared for this site in accordance with the Stormwater Discharge Permit for Colorado Department of Public Health and Environment and the City of Fort Collins criteria. This document is not included with this report but is part of the submittal. The SWMP has more detailed information on the sediment and erosion control items for this project. For reference, the erosion control plan sheets are provided in Appendix A. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 11 VI. Conclusions A. Compliance with Standards Storm drainage calculations have followed the guidelines provided by the City of Fort Collins Stormwater Criteria manual and the Mile High Flood District Manuals Volumes 2, and 3. B. Drainage Plan The drainage system is not anticipated to have issues associated with conveyance, collection or detention based on the work to date in the subdivision planning. No negative impacts are expected due to this development as related to the existing downstream drainage networks or subdivisions. The Final drainage plan for the Bloom multifamily development is submitted as being both viable and sound in terms of drainage planning in both the short- and long-term for the City of Fort Collins. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 12 VII. References 1. City of Fort Collins Stormwater Criteria Manual, As adopted by the City Council of the City of Fort Collins, as referenced in Section 26-500 of the Code of the City of Fort Collins, Revised December 2018. 2. Mile High Floor District Drainage Criteria Manuals 2 and 3, Urban Drainage and Flood Control District, Denver, Colorado, November 2010 with some sections revised January 2021. 3. Storm Water Management Model, Reference Manual Volume I, Hydrology, U.S. Environmental Protection Agency, January 2016. 4. Storm Water Management Model, Reference Manual Volume II, Hydraulics, U.S. Environmental Protection Agency, May 2017. 5. Mulberry Master Drainage Report, City of Fort Collins – Galloway, revised October 13th, 2021. 6. Conversion of Natural Watershed to Kinematic Wave Cascading Plane, Guo, J.C.Y. and Urbonas, B., Journal of Hydrologic Engineering, Vol. 14, No. 8, pp. 839-846, July/August 2009. Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO 13 VIII. Certification "I hereby attest that this report for the Final drainage design of the Drehle subdivision was prepared by me, or under my direct supervision, in general accordance with the provisions of the City of Fort Collins Storm Drainage Design Criteria for the responsible parties thereof. I understand that the City of Fort Collins does not and shall not assume liability for drainage facilities designed by others.” <Sealed with Final Approval> _____________________________________ Kelly W. Hafner Registered Professional Engineer State of Colorado No. 40968 Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO A APPENDIX A DRAINAGE AND EROSION CONTROL PLAN MAPS PH A S E 1 PH A S E 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) CLUBHOUSE A A A B B E B STORM LINE A STORM LINE A: STORM LINE B: WQ CHAMBERS (LID) SYSTEM STORM LINE C: INLET A-1-5 SDI C-3 SDMH A-1-3 INLET-A-1-4 SDMH A1-1 SDMH C-1 SDI C-1 SDMH A-3 (60"Ø) SDMH A-2 (60"Ø) SDMH A-2 SDMH A-2-2 SDMH A-2 SDI B-1 SDI A3-1 FES A-1 24 " 24 " 24" 18" 18" 18 " 18 " 18 " 18" 18 " 18"18" 18" 18" 01 2.08 79% 02 1.57 82% 03 1.96 82% 04 1.40 84% 05 1.03 76% 06 0.32 47% 07 1.64 90% 08 2.42 21% OS-1 0.84 62% OS-3 1.00 52% OS-4 0.85 69% OS-5 0.74 58% OS-6 0.71 88% OS-7 0.75 77% OS-8 0.47 77% OS-9 1.27 78% OS-2 0.23 12% CHAMBER MH SDI C-3 (1) DR A I N A G E P L A N 1" = 60' 1" = 60' 16 DN01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 08 / 0 1 / 2 0 2 3 42 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PH A S E 2 KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE PROPOSED UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP NOTES 1.SEE GRADING SHEETS FOR ADDITIONAL SPOT ELEVATIONS FOR THE PROJECT. 2.SEE EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP D-101 GRADING BASIN BOUNDARY DESIGN POINT BASIN LABEL BASIN IMPERVIOUSNESS BASIN AREA FLOW DIRECTION PH A S E 1 IP SFSFSF SF SF SF SF SFVTC A SF VTC PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES CWA RS A A ER O S I O N C O N T R O L P L A N - I N I T I A L 1" = 60' 1" = 60' 17 EC01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 08 / 0 1 / 2 0 2 3 42 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 TOTAL PROJECT DISTURBED AREA 16.50 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 15.91 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.59 ACRES TOTAL STORAGE/STAGING AREA 0.5000 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A ESTIMATED PERCENT OF PROJECT AREA EXPOSED 100% ESTIMATED PERCENT VEGETATIVE COVER ~95%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH FEET NUMBER OF PHASES W/PROJECT 2 TOTAL VOUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (+) 155,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE TEMPORARY SEDIMENT INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE PERMANENT SEEDING SILT FENCE TO BE REMOVED PERIMETER PROTECTION DURING BUILDING CONSTRUCTION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.ALL DISTURBED AREAS SHALL BE REVEGETATED. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) FOR THIS PROJECT. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.TEMPORARY SEEDING OR TACKIFER PLACEMENT SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 14 DAYS WITH NO CONSTRUCTION ACTIVITY. 8.TURF REINFORCEMENT MAT SHALL BE PYRAMAT OR APPROVED EQUAL. 9.CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY OF THE CITY, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED DAILY, AS MAY BE REQUIRED. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER. 10.THE PROJECT LANDSCAPE PLAN WILL CONTAIN THE DETAILED INFORMATION REGARDING REQUIRED SEED TYPES/MIXES. 11.SEE THE GENERAL NOTES SHEETS FOR ALL OF THE CITY OF FORT COLLINS EROSION CONTROL NOTES. VTC WD TS IP TRM SF LIMITS OF DISTURBANCE RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A B BBBB B B B B PHASE 1 PHASE 1 STOCKPILE Implementation Timeline: Initial Overlot Grading Prior to Utility Construction PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) IP IP IP IP IP IP SFSFSF SF SF A SF SFVTC TS 4.8:1 4.1:1 4. 0 : 1 5 . 2 : 1 7.6:1 4. 7 : 1 5.2: 1 5.5:1 4.8 : 1 6. 0 : 1 SF SF VTC SR SR SR SR SR SR PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES CWA WD WDWD WD WD WD WD WD WDWD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WDWD WD WD WD SR SR SR SR SRSRSR SR SR RS IP A WDIP WD IP WD WD ER O S I O N C O N T R O L P L A N - I N T E R I M 1" = 60' 1" = 60' 18 EC02 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 08 / 0 1 / 2 0 2 3 42 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 TOTAL PROJECT DISTURBED AREA 16.50 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 15.91 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.59 ACRES TOTAL STORAGE/STAGING AREA 0.5000 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A ESTIMATED PERCENT OF PROJECT AREA EXPOSED 100% ESTIMATED PERCENT VEGETATIVE COVER ~95%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH FEET NUMBER OF PHASES W/PROJECT 2 TOTAL VOUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (+) 155,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE TEMPORARY SEDIMENT INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE PERMANENT SEEDING SILT FENCE TO BE REMOVED PERIMETER PROTECTION DURING BUILDING CONSTRUCTION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.ALL DISTURBED AREAS SHALL BE REVEGETATED. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) FOR THIS PROJECT. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.TEMPORARY SEEDING OR TACKIFER PLACEMENT SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 14 DAYS WITH NO CONSTRUCTION ACTIVITY. 8.TURF REINFORCEMENT MAT SHALL BE PYRAMAT OR APPROVED EQUAL. 9.CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY OF THE CITY, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED DAILY, AS MAY BE REQUIRED. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER. 10.THE PROJECT LANDSCAPE PLAN WILL CONTAIN THE DETAILED INFORMATION REGARDING REQUIRED SEED TYPES/MIXES. 11.SEE THE GENERAL NOTES SHEETS FOR ALL OF THE CITY OF FORT COLLINS EROSION CONTROL NOTES. VTC WD TS IP TRM SF LIMITS OF DISTURBANCE RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A B BBBB B B B B PHASE 1 PHASE 1 STOCKPILE Implementation Timeline: Utility Installation and Building Construction PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) IP 4.8:1 4.1:1 4. 0 : 1 5 . 2 : 1 7.6:1 4. 7 : 1 5.2: 1 5.5:1 4.8 : 1 6. 0 : 1 PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPS PS PS PS IPIP IP IP IP PS PS PS PSPSPSPSPSPS PS PS PSPS IP IP IP ER O S I O N C O N T R O L P L A N - F I N A L 1" = 60' 1" = 60' 19 EC03 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 08 / 0 1 / 2 0 2 3 42 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 TOTAL PROJECT DISTURBED AREA 16.50 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 15.91 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.59 ACRES TOTAL STORAGE/STAGING AREA 0.5000 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A ESTIMATED PERCENT OF PROJECT AREA EXPOSED 100% ESTIMATED PERCENT VEGETATIVE COVER ~95%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH FEET NUMBER OF PHASES W/PROJECT 2 TOTAL VOUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (+) 155,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE TEMPORARY SEDIMENT INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE PERMANENT SEEDING SILT FENCE TO BE REMOVED PERIMETER PROTECTION DURING BUILDING CONSTRUCTION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.ALL DISTURBED AREAS SHALL BE REVEGETATED. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) FOR THIS PROJECT. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.TEMPORARY SEEDING OR TACKIFER PLACEMENT SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 14 DAYS WITH NO CONSTRUCTION ACTIVITY. 8.TURF REINFORCEMENT MAT SHALL BE PYRAMAT OR APPROVED EQUAL. 9.CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY OF THE CITY, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED DAILY, AS MAY BE REQUIRED. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER. 10.THE PROJECT LANDSCAPE PLAN WILL CONTAIN THE DETAILED INFORMATION REGARDING REQUIRED SEED TYPES/MIXES. 11.SEE THE GENERAL NOTES SHEETS FOR ALL OF THE CITY OF FORT COLLINS EROSION CONTROL NOTES. VTC WD TS IP TRM SF LIMITS OF DISTURBANCE RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A B BBBB B B B B PHASE 1 Implementation Timeline: Paving to Final Restoration BBB B B B B B Final Drainage and Erosion Control Report Bloom Multi Family Development Fort Collins, CO B APPENDIX B WATER QUALITY AND LID CALCULATIONS SWMM Calibration Parameters Inlet Calibration Parameters Detention Pond Volume SWMM Model Overview 100-Year SWMM Model Status Report 2-Year SWMM Model Status Report Runoff Coefficients and % Impervious for Chamber System Roof (1)Asphalt Walks(1)Gravel(1)Lawns(1) %I = 90% %I = 100% %I = 90% %I =40% %I=2% acres sf sf sf sf sf sf C2 C5 C10 C25 C50 C100 0.0 0 - - - - - - - 0.0 0 0 0 0 0 0 -- - - - - - Proposed Site to Chambers WQ Chambers 12.1 524976 85980 233600 66225 0 139171 71.1% C/D 0.764 0.764 0.764 0.956 0.956 0.956 0 - - - - - - - Onsite Total 12.1 524976 85980 233600 66225 0 139171 71%0.764 0.764 0.764 0.956 0.956 0.956 Notes: (1) Recommended % Imperviousness Values from USDCM Vol 1 - Ch 5 - Table RO-3. Increased Lawns from 0% to 2% Impervious. (2) Runoff C is based on %I, UDFCD Eq RO-7 and correction factors in Table RO-4. (3) Impervious area assumed to be 2500 s.f. of roof and 500 s.f. of driveway per single family and twin home lot. Proposed Basins Existing Basins Onsite Total Basin Areas Composite Imperviousness (%I) Total TotalDesign Pt.Composite Runoff Coefficients (2)NRCS Soil Type Calculations by: KWH Date: 6/6/2023 D:\Civilworx\CivilWorx Dropbox\CivilWorx\Projects\2022\C22026 - Bloom Multi Family\06_Design\Reports\Drainage\C22026 - Bloom WQ Chamber Sizing.xlsm TIME OF CONCENTRATION FOR CHAMBER SYSTEM FLOWS Area Length Slope ti (2)Length Slope Velocity (3)tt (4)Check tc?Total Length tc (5) acres ft % min ft % fps min min Urban? ft min min Existing Basins 0.00 0.0 - - - - - - - - 0.0 - - - - - - - - Proposed Site to Chambers WQ Chambers 12.1 Paved 0.90 115 2 3.1 1126 0.85 20 1.8 10.2 13.2 Yes 1241 17 13 Notes: (1) C5 based initial ground type and Table RO-5 (4)tt=L/(V*60 sec/min) (2)ti = [1.8(1.1-C5)L1/2]/S1/3, S= slope in %, L=length of overland flow (400' max)(5)tc check (for urban or developed areas only) = total length/180 + 10 (3)V=CvS0.5, S=watercourse slope in ft/ft, UDFCD Equation RO-4 (6)min tc = 5 min Proposed Basins Basin Design Pt. Initial Overland Flow Time (ti)Travel/Channelized Time of Flow (tt) ti+tt tc Check for Urbanized Basins Final tc (6)Initial Ground Type C5 (1)Cv 0 Water Quality Required for Chamber System Area (acres)Area Watershed WQCV* (cf) (sf) (acres) (inches) (Extended Detention) Proposed Site 524,976 12.052 71%0.28 14,709 --- 14,709Total * based on 40 hr storage and additional 20% for extended detention Basin %I Required Onsite Water Quality Capture Volume Calculations by: bao Date: 1/6/2023 D:\Civilworx\CivilWorx Dropbox\CivilWorx\Projects\2022\C22026 - Bloom Multi Family\06_Design\Reports\Drainage\C22026 - Bloom WQ Chamber Sizing.xlsm 1/2 OF THE 2-YEAR STORM TO CHAMBER SYSTEM Final Runoff Coefficients Rainfall Intensity Peak Discharge tc (6)I Q acre min in/hr cfs Proposed Site to Chambers WQ Chambers 12.1 13 0.764 1.04 9.60 9.60Totals Proposed Basins Design Pt.AreaBasin C Calculations by: BAO Date: 1/6/2023 D:\Civilworx\CivilWorx Dropbox\CivilWorx\Projects\2022\C22026 - Bloom Multi Family\06_Design\Reports\Drainage\C22026 - Bloom WQ Chamber Sizing.xlsm Volume to Chambers (FAA Method) 100 year storm into detention facility Area (sf) Area (acres)C2 524976 12.052 0.76 Release rate out of chamber system Qout (cfs) cfs/acre Tc (min) 10.791 Rainfall Intensity Inflow Volume Adjustment Factor Average Outflow Rate Outflow Volume Required Storage Volume I Vi=(Qin*T*60)m= 0.5(1 + Tc/T)Qav = m*Qout Vo=Qav*T *60 Vs=Vi-Vo min in/hr cfs ft 3 cfs ft 3 ft 3 5 1.43 13.1 3,938 0.50 5.40 1,619 2,320 10 1.11 10.2 6,108 0.50 5.40 3,237 2,871 15 0.94 8.6 7,753 0.50 5.40 4,856 2,897 20 0.81 7.4 8,900 0.50 5.40 6,475 2,425 25 0.72 6.6 9,881 0.50 5.40 8,093 1,787 30 0.65 6.0 10,779 0.50 5.40 9,712 1,067 35 0.60 5.5 11,511 0.50 5.40 11,331 181 40 0.54 4.9 11,829 0.50 5.40 12,949 -1,120 45 0.50 4.6 12,313 0.50 5.40 14,568 -2,255 50 0.46 4.2 12,714 0.50 5.40 16,187 -3,473 55 0.44 4.0 13,225 0.50 5.40 17,805 -4,580 60 0.41 3.8 13,598 0.50 5.40 19,424 -5,826 70 0.37 3.4 14,123 0.50 5.40 22,661 -8,538 80 0.33 3.0 14,593 0.50 5.40 25,898 -11,305 90 0.31 2.8 15,173 0.50 5.40 29,136 -13,962 100 0.28 2.6 15,477 0.50 5.40 32,373 -16,896 110 0.26 2.4 15,809 0.50 5.40 35,610 -19,801 120 0.25 2.3 16,251 0.50 5.40 38,848 -22,596 Max Volume, ft 3 =2,897 = 0.066 acre-ft Comments Required Detention Volume Rainfall Duration (T) Qin= ∑C100*Area*I Comments RELEASE RATE OUT OF CHAMBER Calculations by: ARS Date: 10/3/2019 D:\Civilworx\CivilWorx Dropbox\CivilWorx\Projects\2022\C22026 - Bloom Multi Family\06_Design\Reports\Drainage\C22026 - Bloom WQ Chamber Sizing.xlsm VAULT ID TOTAL REQUIRED WQ VOLUME (CF) WQ FLOW (CFS) CHAMBER TYPE CHAMBER RELEASE RATE (CFS) CHAMBER VOLUME (CF) INSTALLED CHAMBER W/AGGREGATE (CF) MIN. # OF CHAMBERS TOTAL RELEASE RATE (CFS) REQUIRED STORAGE VOLUME BY FAA METHOD (CF) MIN # OF CHAMBERS STORAGE PROVIDED WITHIN THE CHAMBERS (CF) TOTAL INSTALLED SYSTEM VOLUME (CF) S1 14,709 9.60 SC-160 0.011 6.85 15 981 10.791 2,897 423 6719.85 14715 S2 14,709 9.60 SC-740 0.024 45.9 74.9 197 4.728 6,547 143 9042.3 14755.3 0 0 S5 14,709 9.60 SC-310 0.016 14.7 29.3 503 8.048 4,131 282 7394.1 14737.9 SC-160 0.011 6.85 15 0 0 0 0 0 CHAMBER DIMENSIONS SC-160 SC-310 SC-740 WIDTH [IN] 25 34 51 LENGTH [IN] 84.4 85.4 85.4 HEIGHT [IN] 12 16 30 FLOOR AREA [SF] 14.7 20.2 30.2 CHAMBER VOLUME [CF]6.9 14.7 45.9 CHAMBER/AGGREGATE VOLUME [CF]15 29.3 74.9 Chamber Configuration Summary STORM TECH CHAMBER DATA PROJECT Bloom Multi-Family SWMM Catchment Parameter Woksheet Enter Computed Use Enter Enter Channel X Z K y W W Basin Basin Area Flow Path SHAPE SHAPE SHAPE SHAPE FROM Rounded Average % ID Acres L FACTOR FACTOR FACTOR FACTOR SHAPE Up By Slope %Imperv (ft)FACTOR 25 1 1.850 377 0.56714 0.70 4.0 0.96354 363.3 375 2.8 85.00 2 1.323 406 0.34974 0.60 4.0 0.68801 279.3 300 3.0 86.00 3 1.957 540 0.29232 0.60 4.0 0.57937 312.9 325 3.7 84.00 4 1.397 300 0.67592 0.70 4.0 1.13154 339.5 350 3.2 82.00 5 1.030 300 0.49857 0.70 4.0 0.85485 256.5 275 3.4 75.00 6 0.363 170 0.54760 0.50 4.0 1.16598 198.2 200 3.5 51.00 7 1.685 350 0.59911 0.70 4.0 1.01347 354.7 375 2.7 92.00 8 2.446 350 0.86986 0.60 4.0 1.59486 558.2 575 11.2 23.00 OS-1 0.840 395 0.23449 0.80 4.0 0.36419 143.9 150 4.9 58.00 OS-2 0.449 355 0.15511 0.80 4.0 0.24337 86.4 100 2.8 41.00 OS-3 0.956 725 0.07922 0.80 4.0 0.12549 91.0 100 5.7 54.00 OS-4 0.852 350 0.30301 0.80 4.0 0.46646 163.3 175 5.1 68.00 OS-5 0.641 340 0.24170 0.80 4.0 0.37503 127.5 150 6.0 62.00 OS-6 0.709 730 0.05796 0.80 4.0 0.09206 67.2 75 3.1 42.00 OS-7 0.754 350 0.26800 0.80 4.0 0.41444 145.1 150 2.6 32.00 OS-8 0.469 292 0.23971 0.80 4.0 0.37204 108.6 125 1.8 69.00 OS-9 1.268 900 0.06821 0.80 4.0 0.10821 97.4 100 3.1 79.00 OS-10 0.118 340 0.04439 0.80 4.0 0.07064 24.0 25 2.5 31.00 EX-Site 15.830 1550 0.28702 0.60 4.0 0.56925 882.3 900 1.0 2.00 TOTAL - DEV 13.98 TOTAL - EX 1.85 OS-6-10 3.318 For Existing Conditions used Poor Grass Cover on Rough For Developed Conditions used Average Grass Cover PROJECT: Trevenna Subdivision LOCATION: Windsor, CO SWMM DESIGN STORM SEWER INLET CALIBRATION WORKSHEET Curb Inlet - Type R Opening Opening Reduced Reduced SWMM Parameters Using Orifice Equations Width Length Nominal Ao Reduction Ao Length H W (UDFCD)(in)(in)(sqin)Factor (sqin)(in)Co (ft)(ft) 5' Type R Inlet 6 60 360 80 288 48 0.67 0.5 4 10' Type R Inlet 6 120 720 85 612 102 0.67 0.5 8.5 15' Type R Inlet 6 180 1080 90 972 162 0.67 0.5 13.5 20' Type R Inlet 6 240 1440 95 1368 228 0.67 0.5 19.0 Side Flow Orifice used noting SWMM/SSA use weir flow equation until H is exceeded. Source: UDFCD January 2017 Edition Source: Town of Windsor Criteria (July 2020) 1 Bloom Multi-Family - Detention Pond - (Below Spillway) Elev Area (sf)Inc. Vol Cul. Vol Inc. Vol Cul. Vol Cul Vol (AF) 4,928.40 286 N/A N/A 0 N/A 0 0.000 4,928.60 1161 0.2 145 145 135 135 0.003 4,928.80 2416 0.2 358 502 350 485 0.011 4,929.00 4333 0.2 675 1177 666 1151 0.027 4,929.20 5836 0.2 1017 2194 1013 2164 0.050 4,929.40 7680 0.2 1352 3546 1347 3511 0.081 4,929.60 9877 0.2 1756 5301 1751 5262 0.121 4,929.80 12411 0.2 2229 7530 2224 7486 0.172 4,930.00 15070 0.2 2748 10278 2744 10230 0.235 4,930.20 16200 0.2 3127 13405 3126 13356 0.307 4,930.40 17402 0.2 3360 16766 3360 16716 0.384 4,930.60 18818 0.2 3622 20388 3621 20337 0.467 4,930.80 20570 0.2 3939 24326 3937 24274 0.558 4,931.00 22620 0.2 4319 28645 4317 28592 0.657 4,931.20 23830 0.2 4645 33290 4645 33236 0.764 4,931.40 25090 0.2 4892 38182 4891 38128 0.876 4,931.60 26404 0.2 5149 43332 5149 43277 0.994 4,931.80 27758 0.2 5416 48748 5416 48692 1.118 4,932.00 29082 0.2 5684 54432 5683 54376 1.249 4,932.20 30249 0.2 5933 60365 5933 60309 1.385 4,932.40 31368 0.2 6162 66527 6161 66470 1.527 4,932.60 32452 0.2 6382 72909 6382 72852 1.673 4,932.80 33538 0.2 6599 79508 6599 79450 1.825 4,933.00 34629 0.2 6817 86325 6816 86267 1.981 4,933.20 35725 0.2 7035 93360 7035 93302 2.143 4,933.40 36831 0.2 7256 100616 7255 100557 2.309 4,933.60 37946 0.2 7478 108093 7477 108035 2.481 4,933.80 39065 0.2 7701 115794 7701 115735 2.658 4,934.00 40196 0.2 7926 123721 7926 123661 2.840 4,934.20 41330 0.2 8153 131873 8152 131814 3.027 4,934.40 42474 0.2 8380 140254 8380 140194 3.219 4,934.60 43631 0.2 8610 148864 8610 148804 3.417 4,934.80 44801 0.2 8843 157707 8843 157647 3.620 4,935.00 45986 0.2 9079 166786 9078 166725 3.828 4,935.20 47190 0.2 9318 176103 9317 176043 4.042 4,935.40 48401 0.2 9559 185663 9559 185601 4.262 4,935.60 49605 0.2 9801 195463 9800 195402 4.487 4,935.80 50857 0.2 10046 205509 10046 205448 4.717 4,936.00 52269 0.2 10313 215822 10312 215760 4.954 4,936.20 53902 0.2 10617 226439 10617 226377 5.198 4,936.40 55793 0.2 10970 237409 10969 237346 5.449 4,936.60 57712 0.2 11351 248759 11350 248696 5.710 4,936.80 59747 0.2 11746 260505 11745 260441 5.980 4,937.00 61894 0.2 12164 272669 12164 272605 6.259 4,937.20 64224 0.2 12612 285281 12611 285216 6.548 4,937.40 66797 0.2 13102 298383 13101 298317 6.849 C-01 C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-OS-1 C-OS-2 C-OS-3 C-OS-4 C-OS-5 C-OS-6 C-OS-7 C-OS-8 C-OS-9 EX-SITE GT-A-1-A GT-A-1-B GT-A-1-C GT-A-1-C-1 GT-A-1-D GT-A-1-F GT-A2-1-A GT-A-B GT-AR-A GT-AR-B GT-AR-C GT-B-1-A GT-B-1-B GT-C-1-A GT-C-1-B GT-C-1-C GT-C-1-D GT-C-B GT-INT-B GT-INT-C P-A-1 P-A-2 P-A2-1P-A2-2 P-A2-3 P-A2-4 P-A-3 P-A-4 P-A-5P-A-6 P-A-7 P-A-8 P-A-UD-1P-A-UD-2 P-B-1 P-C-A P-C-B P-C-C P-C-D P-UD-A P-UD-B P-Z-POND-OUT SW-B-P SW-CHASE SDI A1-2 SDI B-1 SDI C-3 SDI-A-1-4 SDI-A-1-5 SDI-A3-1 SDI-C-1 SDI-C-3-1 J-SDI A1-2 J-SDI B-1 J-SDI C-3 J-SDI-A-1-4 J-SDI-A-1-5 J-SDI-A3-1 J-SDI-C-1 J-SDI-C-3-1 J-SDMH A1-1 J-SDMH A-1-3 J-SDMH A-2 J-SDMH A-2-1 J-SDMH A-2-2 J-SDMH A-3J-SDMH A-4 J-SDMH C-1 J-SDMH-CH-A-4-AJ-SDMH-CH-A-4-B J-STMH-CH-A-2-1 RD-4-A RD-4-B RD-4-C RD-4-D RD-5-A RD-5-B RD-A-1-A RD-A-1-BRD-A-1-D RD-ANT-1-B RD-ANT-1-C RD-AR-1-A RD-AR-1-B RD-AR-1-C RD-CHASE RD-INLET-A-1-4 RD-INLET-A-1-5 RD-SDI A1-2 RD-SDI-A3-1 RD-SDI-B-1 RD-SDI-C-1 RD-SDI-C-3-1 RD-SDI-C-3A OUT-EAST OUT-EX-SITE OUT-N OUT-POND OUT-SE OUT-SW BLOOM-POND Gage1 Subcatch Area 25.00 50.00 75.00 100.00 ac Node Max Depth 1.00 2.00 3.00 4.00 ft Link Max Flow 5.00 10.00 15.00 20.00 CFS 01/22/2024 00:05:00 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 1 EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.4) ------------------------------------------------------------ BLOOM MULTI-FAMILY DEVELOPMENT EPA SWMM Version 5.2.4 Last Updated 1/22/2024 WARNING 04: minimum elevation drop used for Conduit P-A2-4 WARNING 04: minimum elevation drop used for Conduit P-A-UD-2 WARNING 04: minimum elevation drop used for Conduit P-UD-B ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 18 Number of nodes ........... 49 Number of links ........... 52 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ Gage1 100year INTENSITY 5 min. ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ----------------------------------------------------------------------------------------------------------- C-01 2.07 375.00 79.00 2.8000 Gage1 RD-A-1-A C-02 1.56 300.00 82.00 3.7000 Gage1 RD-4-C C-03 1.95 325.00 82.00 3.7000 Gage1 RD-SDI-C-3-1 C-04 1.40 350.00 84.00 3.2000 Gage1 RD-A-1-B C-05 1.03 275.00 76.00 3.4000 Gage1 RD-5-A C-06 0.32 200.00 47.00 3.5000 Gage1 RD-CHASE BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 1 C-07 1.64 375.00 90.00 2.7000 Gage1 RD-4-A C-08 2.38 575.00 21.00 10.0000 Gage1 BLOOM-POND C-OS-1 0.71 150.00 62.00 4.9000 Gage1 RD-AR-1-A C-OS-2 0.23 500.00 12.00 2.0000 Gage1 OUT-N C-OS-3 1.00 100.00 52.00 5.7000 Gage1 RD-ANT-1-B C-OS-4 0.85 175.00 69.00 5.1000 Gage1 RD-AR-1-B C-OS-5 0.74 150.00 58.00 6.0000 Gage1 RD-AR-1-C C-OS-6 0.71 60.00 79.00 1.5000 Gage1 RD-ANT-1-B C-OS-7 0.75 150.00 77.00 1.5000 Gage1 OUT-SE C-OS-8 0.47 60.00 77.00 1.5000 Gage1 BLOOM-POND C-OS-9 1.27 150.00 78.00 1.0000 Gage1 RD-AR-1-B EX-SITE 15.83 550.00 2.00 1.0000 Gage1 OUT-EX-SITE ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- J-SDI A1-2 JUNCTION 4933.07 12.00 0.0 J-SDI B-1 JUNCTION 4933.43 12.00 0.0 J-SDI C-3 JUNCTION 4938.31 12.00 0.0 J-SDI-A-1-4 JUNCTION 4935.43 12.00 0.0 J-SDI-A-1-5 JUNCTION 4938.42 12.00 0.0 J-SDI-A3-1 JUNCTION 4933.06 12.00 0.0 J-SDI-C-1 JUNCTION 4936.08 12.00 0.0 J-SDI-C-3-1 JUNCTION 4936.00 12.00 0.0 J-SDMH A1-1 JUNCTION 4932.45 12.00 0.0 J-SDMH A-1-3 JUNCTION 4934.86 12.00 0.0 J-SDMH A-2 JUNCTION 4931.43 12.00 0.0 J-SDMH A-2-1 JUNCTION 4932.39 12.00 0.0 J-SDMH A-2-2 JUNCTION 4932.75 12.00 0.0 J-SDMH A-3 JUNCTION 4932.18 12.00 0.0 J-SDMH A-4 JUNCTION 4932.40 12.00 0.0 J-SDMH C-1 JUNCTION 4935.83 12.00 0.0 J-SDMH-CH-A-4-A JUNCTION 4932.39 12.00 0.0 J-SDMH-CH-A-4-B JUNCTION 4932.39 12.00 0.0 J-STMH-CH-A-2-1 JUNCTION 4932.39 12.00 0.0 RD-4-A JUNCTION 4937.79 12.00 0.0 RD-4-B JUNCTION 4941.81 12.00 0.0 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 2 RD-4-C JUNCTION 4943.10 12.00 0.0 RD-4-D JUNCTION 4939.96 12.00 0.0 RD-5-A JUNCTION 4938.99 12.00 0.0 RD-5-B JUNCTION 4938.34 12.00 0.0 RD-A-1-A JUNCTION 4943.02 12.00 0.0 RD-A-1-B JUNCTION 4940.42 12.00 0.0 RD-A-1-D JUNCTION 4940.18 12.00 0.0 RD-ANT-1-B JUNCTION 4943.00 12.00 0.0 RD-ANT-1-C JUNCTION 4941.00 12.00 0.0 RD-AR-1-A JUNCTION 4941.00 12.00 0.0 RD-AR-1-B JUNCTION 4938.00 12.00 0.0 RD-AR-1-C JUNCTION 4936.00 12.00 0.0 RD-CHASE JUNCTION 4937.22 6.00 50.0 RD-INLET-A-1-4 JUNCTION 4941.14 12.00 0.0 RD-INLET-A-1-5 JUNCTION 4942.56 12.00 0.0 RD-SDI A1-2 JUNCTION 4939.00 12.00 0.0 RD-SDI-A3-1 JUNCTION 4937.28 12.00 0.0 RD-SDI-B-1 JUNCTION 4938.14 12.00 0.0 RD-SDI-C-1 JUNCTION 4939.11 12.00 0.0 RD-SDI-C-3-1 JUNCTION 4940.43 12.00 0.0 RD-SDI-C-3A JUNCTION 4942.08 12.00 0.0 OUT-EAST OUTFALL 4940.00 1.00 0.0 OUT-EX-SITE OUTFALL 4936.00 0.00 0.0 OUT-N OUTFALL 4946.00 0.00 0.0 OUT-POND OUTFALL 4927.00 1.50 0.0 OUT-SE OUTFALL 4936.00 0.00 0.0 OUT-SW OUTFALL 4935.90 1.00 0.0 BLOOM-POND STORAGE 4928.40 11.00 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- GT-A-1-A RD-A-1-A RD-INLET-A-1-5 CONDUIT 92.8 0.5002 0.0160 GT-A-1-B RD-4-B RD-INLET-A-1-4 CONDUIT 117.0 0.5745 0.0160 GT-A-1-C RD-INLET-A-1-5 RD-4-B CONDUIT 124.9 0.6036 0.0160 GT-A-1-C-1 RD-INLET-A-1-4 RD-A-1-B CONDUIT 71.1 1.0006 0.0160 GT-A-1-D RD-A-1-B RD-A-1-D CONDUIT 49.5 0.5010 0.0160 GT-A-1-F RD-A-1-D RD-SDI A1-2 CONDUIT 161.4 0.7278 0.0160 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 3 GT-A2-1-A RD-4-A RD-SDI-A3-1 CONDUIT 120.9 0.4203 0.0160 GT-A-B RD-SDI A1-2 RD-5-A CONDUIT 174.7 0.1958 0.0160 GT-AR-A RD-AR-1-A RD-AR-1-B CONDUIT 317.9 0.9437 0.0160 GT-AR-B RD-AR-1-B RD-AR-1-C CONDUIT 680.3 0.2940 0.0160 GT-AR-C RD-AR-1-C OUT-SW CONDUIT 47.4 0.2109 0.0160 GT-B-1-A RD-5-A RD-5-B CONDUIT 77.3 0.8504 0.0160 GT-B-1-B RD-5-B RD-SDI-B-1 CONDUIT 48.3 0.3974 0.0160 GT-C-1-A RD-4-C RD-SDI-C-3A CONDUIT 115.2 0.8846 0.0160 GT-C-1-B RD-SDI-C-3A RD-SDI-C-3-1 CONDUIT 229.4 0.7190 0.0160 GT-C-1-C RD-SDI-C-3-1 RD-4-D CONDUIT 37.1 1.2491 0.0160 GT-C-1-D RD-4-D RD-SDI-C-1 CONDUIT 69.0 1.2398 0.0160 GT-C-B RD-SDI-C-1 RD-5-A CONDUIT 129.8 0.3450 0.0160 GT-INT-B RD-ANT-1-B RD-ANT-1-C CONDUIT 370.9 0.5393 0.0160 GT-INT-C RD-ANT-1-C OUT-EAST CONDUIT 64.4 1.5532 0.0160 P-A-1 J-SDI-A-1-5 J-SDI-A-1-4 CONDUIT 239.4 1.2492 0.0130 P-A-2 J-SDI-A-1-4 J-SDMH A-1-3 CONDUIT 46.0 1.2403 0.0130 P-A2-1 J-SDI-A3-1 J-SDMH A-2-2 CONDUIT 31.3 0.9914 0.0130 P-A2-2 J-SDMH A-2-2 J-SDMH A-2-1 CONDUIT 20.2 1.7789 0.0130 P-A2-3 J-SDMH A-2-1 J-SDMH A-3 CONDUIT 94.1 2.8817 0.0130 P-A2-4 J-STMH-CH-A-2-1 J-SDMH A-2-1 CONDUIT 81.7 0.0012 0.0130 P-A-3 J-SDMH A-1-3 J-SDI A1-2 CONDUIT 236.2 0.7567 0.0130 P-A-4 J-SDI A1-2 J-SDMH A1-1 CONDUIT 84.8 0.7349 0.0130 P-A-5 J-SDMH A-4 J-SDMH A1-1 CONDUIT 10.2 -0.4907 0.0130 P-A-6 J-SDMH A-4 J-SDMH A-3 CONDUIT 44.3 5.0210 0.0130 P-A-7 J-SDMH A-3 J-SDMH A-2 CONDUIT 149.8 0.5040 0.0130 P-A-8 J-SDMH A-2 BLOOM-POND CONDUIT 52.1 0.5007 0.0130 P-A-UD-1 J-SDMH-CH-A-4-A J-SDMH A-4 CONDUIT 8.7 23.6111 0.0130 P-A-UD-2 J-SDMH-CH-A-4-B J-SDMH-CH-A-4-A CONDUIT 39.1 0.0026 0.0130 P-B-1 J-SDI B-1 J-SDMH A1-1 CONDUIT 195.0 0.5025 0.0130 P-C-A J-SDI C-3 J-SDI-C-3-1 CONDUIT 231.0 1.0002 0.0130 P-C-B J-SDI-C-3-1 J-SDMH C-1 CONDUIT 32.6 0.5213 0.0130 P-C-C J-SDI-C-1 J-SDMH C-1 CONDUIT 98.3 0.2544 0.0130 P-C-D J-SDMH C-1 J-SDMH A-1-3 CONDUIT 195.6 0.4959 0.0130 P-UD-A J-SDMH-CH-A-4-B J-SDMH A-3 CONDUIT 10.0 2.1005 0.0160 P-UD-B J-STMH-CH-A-2-1 J-SDMH-CH-A-4-B CONDUIT 78.0 0.0013 0.0240 P-Z-POND-OUT BLOOM-POND OUT-POND CONDUIT 100.0 1.4001 0.0120 SW-B-P RD-SDI-B-1 BLOOM-POND CONDUIT 20.0 24.4114 0.0350 SW-CHASE RD-CHASE BLOOM-POND CONDUIT 20.0 14.2423 0.0350 SDI A1-2 RD-SDI A1-2 J-SDI A1-2 ORIFICE SDI B-1 RD-SDI-B-1 J-SDI B-1 ORIFICE SDI C-3 RD-SDI-C-3A J-SDI C-3 ORIFICE BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 4 SDI-A-1-4 RD-INLET-A-1-4 J-SDI-A-1-4 ORIFICE SDI-A-1-5 RD-INLET-A-1-5 J-SDI-A-1-5 ORIFICE SDI-A3-1 RD-SDI-A3-1 J-SDI-A3-1 ORIFICE SDI-C-1 RD-SDI-C-1 J-SDI-C-1 ORIFICE SDI-C-3-1 RD-SDI-C-3-1 J-SDI-C-3-1 ORIFICE ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- GT-A-1-A TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 612.10 GT-A-1-B TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 655.98 GT-A-1-C TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 672.38 GT-A-1-C-1 TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 865.72 GT-A-1-D TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 612.59 GT-A-1-F TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 738.33 GT-A2-1-A TRAPEZOIDAL 1.50 136.50 0.75 181.00 1 680.88 GT-A-B TRAPEZOIDAL 2.00 200.40 1.00 200.20 1 823.94 GT-AR-A TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 144.89 GT-AR-B TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 80.87 GT-AR-C TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 68.50 GT-B-1-A TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 798.10 GT-B-1-B TRAPEZOIDAL 1.50 57.68 0.75 76.70 1 277.68 GT-C-1-A TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 813.98 GT-C-1-B TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 733.84 GT-C-1-C TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 967.25 GT-C-1-D TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 963.64 GT-C-B TRAPEZOIDAL 1.00 50.10 0.50 100.10 1 172.27 GT-INT-B TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 109.53 GT-INT-C TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 185.88 P-A-1 CIRCULAR 1.50 1.77 0.38 1.50 1 11.74 P-A-2 CIRCULAR 1.50 1.77 0.38 1.50 1 11.70 P-A2-1 CIRCULAR 1.50 1.77 0.38 1.50 1 10.46 P-A2-2 CIRCULAR 1.50 1.77 0.38 1.50 1 14.01 P-A2-3 CIRCULAR 1.50 1.77 0.38 1.50 1 17.83 P-A2-4 CIRCULAR 1.50 1.77 0.38 1.50 1 0.37 P-A-3 CIRCULAR 1.50 1.77 0.38 1.50 1 9.14 P-A-4 CIRCULAR 1.50 1.77 0.38 1.50 1 9.01 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 5 P-A-5 CIRCULAR 1.50 1.77 0.38 1.50 1 7.36 P-A-6 CIRCULAR 2.00 3.14 0.50 2.00 1 50.69 P-A-7 CIRCULAR 2.00 3.14 0.50 2.00 1 16.06 P-A-8 CIRCULAR 2.00 3.14 0.50 2.00 1 16.01 P-A-UD-1 CIRCULAR 1.50 1.77 0.38 1.50 1 51.04 P-A-UD-2 CIRCULAR 1.50 1.77 0.38 1.50 1 0.53 P-B-1 CIRCULAR 1.50 1.77 0.38 1.50 1 7.45 P-C-A CIRCULAR 1.50 1.77 0.38 1.50 1 10.51 P-C-B CIRCULAR 1.50 1.77 0.38 1.50 1 7.58 P-C-C CIRCULAR 1.50 1.77 0.38 1.50 1 5.30 P-C-D CIRCULAR 1.50 1.77 0.38 1.50 1 7.40 P-UD-A CIRCULAR 0.50 0.20 0.12 0.50 1 0.66 P-UD-B CIRCULAR 2.50 4.91 0.62 2.50 13 0.80 P-Z-POND-OUT CIRCULAR 1.50 1.77 0.38 1.50 1 13.47 SW-B-P TRAPEZOIDAL 2.00 230.00 1.07 215.00 1 5046.00 SW-CHASE TRAPEZOIDAL 2.00 201.00 1.00 200.50 1 3225.52 **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Surcharge Method ......... SLOT Starting Date ............ 01/22/2024 00:00:00 Ending Date .............. 01/22/2024 12:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:05:00 Wet Time Step ............ 00:05:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 2.00 sec Variable Time Step ....... YES BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 6 Maximum Trials ........... 20 Number of Threads ........ 1 Head Tolerance ........... 0.005000 ft ********************* Control Actions Taken ********************* ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 11.420 3.927 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 3.707 1.275 Surface Runoff ........... 7.652 2.631 Final Storage ............ 0.113 0.039 Continuity Error (%) ..... -0.449 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 7.652 2.493 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 4.922 1.604 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.006 0.002 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 2.722 0.887 Continuity Error (%) ..... 0.032 ************************* Highest Continuity Errors ************************* BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 7 Node J-SDMH-CH-A-4-B (2.66%) *************************** Time-Step Critical Elements *************************** Link P-A-UD-1 (37.66%) ******************************** Highest Flow Instability Indexes ******************************** Link P-A-5 (29) Link P-A-UD-2 (20) Link P-A-UD-1 (18) Link P-A-6 (13) Link P-UD-B (11) ********************************* Most Frequent Nonconverging Nodes ********************************* Node OUT-EAST (3.10%) Node OUT-EX-SITE (3.10%) Node OUT-N (3.10%) Node OUT-POND (3.10%) Node OUT-SE (3.10%) ************************* Routing Time Step Summary ************************* Minimum Time Step : 0.50 sec Average Time Step : 1.70 sec Maximum Time Step : 2.00 sec % of Time in Steady State : 0.00 Average Iterations per Step : 2.85 % of Steps Not Converging : 3.10 Time Step Frequencies : 2.000 - 1.516 sec : 75.83 % 1.516 - 1.149 sec : 9.89 % BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 8 1.149 - 0.871 sec : 2.51 % 0.871 - 0.660 sec : 5.71 % 0.660 - 0.500 sec : 6.07 % *************************** 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 ------------------------------------------------------------------------------------------------------------------------------ C-01 3.93 0.00 0.00 0.29 3.58 0.54 3.58 0.20 14.48 0.913 C-02 3.93 0.00 0.00 0.25 3.63 0.47 3.63 0.15 11.68 0.924 C-03 3.93 0.00 0.00 0.25 3.63 0.46 3.63 0.19 14.10 0.923 C-04 3.93 0.00 0.00 0.22 3.66 0.42 3.66 0.14 10.99 0.932 C-05 3.93 0.00 0.00 0.33 3.56 0.62 3.56 0.10 7.86 0.906 C-06 3.93 0.00 0.00 0.73 3.19 1.38 3.19 0.03 2.14 0.812 C-07 3.93 0.00 0.00 0.13 3.73 0.26 3.73 0.17 12.78 0.950 C-08 3.93 0.00 0.00 1.16 0.81 2.77 2.77 0.18 14.85 0.706 C-OS-1 3.93 0.00 0.00 0.53 3.37 0.97 3.37 0.06 4.81 0.857 C-OS-2 3.93 0.00 0.00 1.19 2.77 2.31 2.77 0.02 1.87 0.705 C-OS-3 3.93 0.00 0.00 0.72 3.18 1.17 3.18 0.09 5.16 0.809 C-OS-4 3.93 0.00 0.00 0.43 3.46 0.80 3.46 0.08 6.10 0.881 C-OS-5 3.93 0.00 0.00 0.59 3.31 1.07 3.31 0.07 4.91 0.843 C-OS-6 3.93 0.00 0.00 0.32 3.54 0.51 3.54 0.07 3.27 0.902 C-OS-7 3.93 0.00 0.00 0.33 3.55 0.58 3.55 0.07 4.87 0.904 C-OS-8 3.93 0.00 0.00 0.34 3.53 0.57 3.53 0.04 2.59 0.899 C-OS-9 3.93 0.00 0.00 0.33 3.53 0.54 3.53 0.12 6.21 0.900 EX-SITE 3.93 0.00 0.00 2.27 0.08 1.58 1.66 0.71 16.88 0.423 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 9 Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- J-SDI A1-2 JUNCTION 1.80 6.61 4939.68 0 00:46 6.60 J-SDI B-1 JUNCTION 1.33 5.41 4938.84 0 00:44 5.40 J-SDI C-3 JUNCTION 0.18 2.45 4940.76 0 00:41 2.41 J-SDI-A-1-4 JUNCTION 0.43 5.26 4940.69 0 00:41 5.17 J-SDI-A-1-5 JUNCTION 0.16 2.59 4941.01 0 00:41 2.50 J-SDI-A3-1 JUNCTION 1.24 4.92 4937.98 0 00:52 4.89 J-SDI-C-1 JUNCTION 0.39 3.90 4939.98 0 00:42 3.88 J-SDI-C-3-1 JUNCTION 0.44 4.56 4940.56 0 00:42 4.52 J-SDMH A1-1 JUNCTION 2.26 5.98 4938.43 0 00:45 5.97 J-SDMH A-1-3 JUNCTION 0.56 5.52 4940.38 0 00:41 5.47 J-SDMH A-2 JUNCTION 2.51 3.21 4934.64 0 00:45 3.21 J-SDMH A-2-1 JUNCTION 1.86 4.91 4937.30 0 00:47 4.87 J-SDMH A-2-2 JUNCTION 1.52 4.87 4937.62 0 00:47 4.85 J-SDMH A-3 JUNCTION 1.93 4.55 4936.73 0 00:47 4.54 J-SDMH A-4 JUNCTION 2.18 4.84 4937.24 0 00:45 4.83 J-SDMH C-1 JUNCTION 0.46 4.54 4940.37 0 00:42 4.51 J-SDMH-CH-A-4-A JUNCTION 1.85 4.86 4937.25 0 00:45 4.85 J-SDMH-CH-A-4-B JUNCTION 1.84 5.48 4937.87 0 00:57 5.02 J-STMH-CH-A-2-1 JUNCTION 1.84 5.21 4937.60 0 00:51 4.94 RD-4-A JUNCTION 0.06 0.33 4938.12 0 00:40 0.33 RD-4-B JUNCTION 0.04 0.33 4942.14 0 00:41 0.31 RD-4-C JUNCTION 0.05 0.31 4943.41 0 00:40 0.31 RD-4-D JUNCTION 0.04 0.34 4940.31 0 00:41 0.32 RD-5-A JUNCTION 0.05 0.49 4939.48 0 00:44 0.48 RD-5-B JUNCTION 0.08 0.79 4939.13 0 00:44 0.79 RD-A-1-A JUNCTION 0.06 0.38 4943.41 0 00:40 0.38 RD-A-1-B JUNCTION 0.06 0.42 4940.84 0 00:41 0.40 RD-A-1-D JUNCTION 0.05 0.37 4940.54 0 00:42 0.35 RD-ANT-1-B JUNCTION 0.08 0.39 4943.39 0 00:41 0.39 RD-ANT-1-C JUNCTION 0.06 0.32 4941.32 0 00:43 0.32 RD-AR-1-A JUNCTION 0.04 0.27 4941.27 0 00:41 0.27 RD-AR-1-B JUNCTION 0.10 0.53 4938.53 0 00:44 0.53 RD-AR-1-C JUNCTION 0.12 0.65 4936.65 0 00:46 0.64 RD-CHASE JUNCTION 0.01 0.12 4937.34 0 00:40 0.12 RD-INLET-A-1-4 JUNCTION 0.03 0.25 4941.39 0 00:42 0.24 RD-INLET-A-1-5 JUNCTION 0.04 0.32 4942.88 0 00:40 0.31 RD-SDI A1-2 JUNCTION 0.05 0.72 4939.72 0 00:45 0.72 RD-SDI-A3-1 JUNCTION 0.05 0.82 4938.10 0 00:47 0.81 RD-SDI-B-1 JUNCTION 0.05 0.72 4938.87 0 00:44 0.72 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 10 RD-SDI-C-1 JUNCTION 0.06 0.82 4939.92 0 00:42 0.80 RD-SDI-C-3-1 JUNCTION 0.04 0.37 4940.79 0 00:41 0.35 RD-SDI-C-3A JUNCTION 0.03 0.28 4942.35 0 00:41 0.27 OUT-EAST OUTFALL 0.06 0.31 4940.31 0 00:43 0.31 OUT-EX-SITE OUTFALL 0.00 0.00 4936.00 0 00:00 0.00 OUT-N OUTFALL 0.00 0.00 4946.00 0 00:00 0.00 OUT-POND OUTFALL 0.27 0.28 4927.28 0 00:21 0.28 OUT-SE OUTFALL 0.00 0.00 4936.00 0 00:00 0.00 OUT-SW OUTFALL 0.12 0.60 4936.50 0 00:46 0.60 BLOOM-POND STORAGE 5.20 5.89 4934.29 0 02:42 5.89 ******************* 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 ------------------------------------------------------------------------------------------------- J-SDI A1-2 JUNCTION 0.00 12.64 0 00:36 0 0.438 0.483 J-SDI B-1 JUNCTION 0.00 8.71 0 00:37 0 0.127 0.096 J-SDI C-3 JUNCTION 0.00 2.90 0 00:41 0 0.0605 -0.002 J-SDI-A-1-4 JUNCTION 0.00 6.04 0 00:41 0 0.123 -0.012 J-SDI-A-1-5 JUNCTION 0.00 3.58 0 00:40 0 0.0766 0.021 J-SDI-A3-1 JUNCTION 0.00 8.11 0 00:40 0 0.167 -0.117 J-SDI-C-1 JUNCTION 0.00 5.43 0 00:42 0 0.114 0.048 J-SDI-C-3-1 JUNCTION 0.00 5.77 0 00:38 0 0.139 0.004 J-SDMH A1-1 JUNCTION 0.00 16.65 0 00:35 0 0.569 0.000 J-SDMH A-1-3 JUNCTION 0.00 7.54 0 01:19 0 0.273 -0.011 J-SDMH A-2 JUNCTION 0.00 21.83 0 00:46 0 0.694 0.462 J-SDMH A-2-1 JUNCTION 0.00 7.37 0 00:52 0 0.179 0.316 J-SDMH A-2-2 JUNCTION 0.00 7.39 0 00:52 0 0.169 0.122 J-SDMH A-3 JUNCTION 0.00 21.99 0 00:52 0 0.698 0.336 J-SDMH A-4 JUNCTION 0.00 16.44 0 00:35 0 0.583 0.205 J-SDMH C-1 JUNCTION 0.00 5.89 0 01:20 0 0.201 -0.002 J-SDMH-CH-A-4-A JUNCTION 0.00 4.24 0 00:34 0 0.0774 -0.431 J-SDMH-CH-A-4-B JUNCTION 0.00 28.45 0 00:52 0 0.182 2.731 J-STMH-CH-A-2-1 JUNCTION 0.00 24.69 0 00:54 0 0.153 9.850 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 11 RD-4-A JUNCTION 12.78 12.78 0 00:40 0.166 0.166 -0.522 RD-4-B JUNCTION 0.00 10.58 0 00:41 0 0.125 0.049 RD-4-C JUNCTION 11.68 11.68 0 00:40 0.154 0.154 -0.046 RD-4-D JUNCTION 0.00 19.24 0 00:41 0 0.208 -0.119 RD-5-A JUNCTION 7.86 40.31 0 00:43 0.0993 0.353 -0.125 RD-5-B JUNCTION 0.00 39.91 0 00:44 0 0.353 0.009 RD-A-1-A JUNCTION 14.48 14.48 0 00:40 0.202 0.202 -0.019 RD-A-1-B JUNCTION 10.99 17.45 0 00:41 0.139 0.218 -0.057 RD-A-1-D JUNCTION 0.00 17.42 0 00:41 0 0.218 -0.316 RD-ANT-1-B JUNCTION 8.43 8.43 0 00:40 0.154 0.154 -0.120 RD-ANT-1-C JUNCTION 0.00 8.23 0 00:42 0 0.154 0.131 RD-AR-1-A JUNCTION 4.81 4.81 0 00:40 0.0645 0.0645 -0.624 RD-AR-1-B JUNCTION 12.31 16.64 0 00:40 0.201 0.266 -0.174 RD-AR-1-C JUNCTION 4.91 19.03 0 00:43 0.0666 0.333 0.287 RD-CHASE JUNCTION 2.14 2.14 0 00:40 0.0275 0.0275 -0.006 RD-INLET-A-1-4 JUNCTION 0.00 10.40 0 00:42 0 0.125 0.114 RD-INLET-A-1-5 JUNCTION 0.00 14.36 0 00:40 0 0.202 -0.031 RD-SDI A1-2 JUNCTION 0.00 17.31 0 00:42 0 0.218 0.552 RD-SDI-A3-1 JUNCTION 0.00 12.46 0 00:40 0 0.167 0.545 RD-SDI-B-1 JUNCTION 0.00 39.84 0 00:44 0 0.353 0.041 RD-SDI-C-1 JUNCTION 0.00 24.64 0 00:41 0 0.26 0.107 RD-SDI-C-3-1 JUNCTION 14.10 21.73 0 00:40 0.192 0.286 -0.010 RD-SDI-C-3A JUNCTION 0.00 11.57 0 00:40 0 0.154 0.064 OUT-EAST OUTFALL 0.00 8.13 0 00:43 0 0.154 0.000 OUT-EX-SITE OUTFALL 16.88 16.88 0 00:50 0.713 0.713 0.000 OUT-N OUTFALL 1.87 1.87 0 00:45 0.017 0.017 0.000 OUT-POND OUTFALL 0.00 1.00 0 00:21 0 0.315 0.000 OUT-SE OUTFALL 4.87 4.87 0 00:40 0.0725 0.0725 0.000 OUT-SW OUTFALL 0.00 17.96 0 00:46 0 0.332 0.000 BLOOM-POND STORAGE 17.44 74.78 0 00:44 0.224 1.17 0.127 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 12 --------------------------------------------------------------------- J-SDI A1-2 JUNCTION 2.27 5.109 5.391 J-SDI B-1 JUNCTION 1.81 3.909 6.591 J-SDI C-3 JUNCTION 0.51 0.955 9.545 J-SDI-A-1-4 JUNCTION 1.02 3.764 6.736 J-SDI-A-1-5 JUNCTION 0.41 1.090 9.410 J-SDI-A3-1 JUNCTION 2.10 3.419 7.081 J-SDI-C-1 JUNCTION 0.98 2.402 8.098 J-SDI-C-3-1 JUNCTION 0.99 3.056 7.444 J-SDMH A1-1 JUNCTION 11.65 4.482 6.018 J-SDMH A-1-3 JUNCTION 1.19 4.022 6.478 J-SDMH A-2 JUNCTION 11.41 1.214 8.786 J-SDMH A-2-1 JUNCTION 0.50 0.906 7.094 J-SDMH A-2-2 JUNCTION 3.58 3.370 7.130 J-SDMH A-3 JUNCTION 4.17 2.551 7.449 J-SDMH A-4 JUNCTION 0.52 0.841 7.159 J-SDMH C-1 JUNCTION 1.00 3.041 7.459 J-SDMH-CH-A-4-A JUNCTION 0.62 1.359 7.141 J-SDMH-CH-A-4-B JUNCTION 1.26 2.982 6.518 J-STMH-CH-A-2-1 JUNCTION 1.26 2.711 6.789 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** ------------------------------------------------------------------------------------------------ Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft³ Full Loss Loss 1000 ft³ Full days hr:min CFS ------------------------------------------------------------------------------------------------ BLOOM-POND 119.910 27.5 0.0 0.0 143.603 32.9 0 02:42 1.09 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 13 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- OUT-EAST 97.29 0.54 8.13 0.154 OUT-EX-SITE 40.70 6.54 16.88 0.713 OUT-N 24.27 0.23 1.87 0.017 OUT-POND 98.57 0.99 1.00 0.315 OUT-SE 65.82 0.38 4.87 0.072 OUT-SW 98.60 1.13 17.96 0.332 ----------------------------------------------------------- System 70.88 9.82 48.77 1.604 ******************** 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 ----------------------------------------------------------------------------- GT-A-1-A CONDUIT 14.36 0 00:40 2.35 0.02 0.23 GT-A-1-B CONDUIT 10.40 0 00:42 2.41 0.02 0.19 GT-A-1-C CONDUIT 10.58 0 00:41 2.01 0.02 0.22 GT-A-1-C-1 CONDUIT 7.77 0 00:42 1.38 0.01 0.22 GT-A-1-D CONDUIT 17.42 0 00:41 2.29 0.03 0.26 GT-A-1-F CONDUIT 17.31 0 00:42 2.08 0.02 0.36 GT-A2-1-A CONDUIT 12.46 0 00:40 1.60 0.02 0.38 GT-A-B CONDUIT 10.60 0 00:45 1.10 0.01 0.22 GT-AR-A CONDUIT 4.57 0 00:41 1.21 0.03 0.40 GT-AR-B CONDUIT 14.83 0 00:44 1.75 0.18 0.59 GT-AR-C CONDUIT 17.96 0 00:46 1.79 0.26 0.63 GT-B-1-A CONDUIT 39.91 0 00:44 1.94 0.05 0.43 GT-B-1-B CONDUIT 39.84 0 00:44 2.68 0.14 0.51 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 14 GT-C-1-A CONDUIT 11.57 0 00:40 2.66 0.01 0.20 GT-C-1-B CONDUIT 8.22 0 00:41 1.57 0.01 0.21 GT-C-1-C CONDUIT 19.24 0 00:41 3.02 0.02 0.24 GT-C-1-D CONDUIT 19.21 0 00:41 2.35 0.02 0.39 GT-C-B CONDUIT 24.67 0 00:42 2.16 0.14 0.48 GT-INT-B CONDUIT 8.23 0 00:42 2.56 0.08 0.36 GT-INT-C CONDUIT 8.13 0 00:43 3.20 0.04 0.31 P-A-1 CONDUIT 3.58 0 00:41 3.85 0.30 1.00 P-A-2 CONDUIT 6.04 0 00:41 3.42 0.52 1.00 P-A2-1 CONDUIT 7.39 0 00:52 4.18 0.71 1.00 P-A2-2 CONDUIT 7.37 0 00:52 4.17 0.53 1.00 P-A2-3 CONDUIT 6.53 0 00:49 3.69 0.37 1.00 P-A2-4 CONDUIT 4.58 0 00:33 2.99 12.45 1.00 P-A-3 CONDUIT 7.55 0 01:19 4.27 0.83 1.00 P-A-4 CONDUIT 12.46 0 00:35 7.05 1.38 1.00 P-A-5 CONDUIT 16.44 0 00:35 9.30 2.23 1.00 P-A-6 CONDUIT 15.60 0 00:35 8.50 0.31 1.00 P-A-7 CONDUIT 21.83 0 00:46 6.95 1.36 1.00 P-A-8 CONDUIT 21.83 0 00:46 6.95 1.36 1.00 P-A-UD-1 CONDUIT 4.24 0 00:34 2.40 0.08 1.00 P-A-UD-2 CONDUIT 4.22 0 00:33 4.08 7.95 1.00 P-B-1 CONDUIT 6.64 0 01:10 3.76 0.89 1.00 P-C-A CONDUIT 2.90 0 00:41 1.83 0.28 1.00 P-C-B CONDUIT 5.76 0 00:38 3.26 0.76 1.00 P-C-C CONDUIT 5.43 0 00:42 3.07 1.03 1.00 P-C-D CONDUIT 5.91 0 01:20 3.79 0.80 1.00 P-UD-A CONDUIT 0.97 0 00:34 4.93 1.47 1.00 P-UD-B CONDUIT 27.68 0 00:52 0.51 2.68 1.00 P-Z-POND-OUT CONDUIT 1.00 0 00:21 4.42 0.07 1.00 SW-B-P CONDUIT 35.47 0 00:44 6.05 0.01 0.11 SW-CHASE CONDUIT 2.14 0 00:40 2.57 0.00 0.06 SDI A1-2 ORIFICE 6.75 0 00:36 1.00 SDI B-1 ORIFICE 8.71 0 00:37 1.00 SDI C-3 ORIFICE 2.90 0 00:41 SDI-A-1-4 ORIFICE 2.56 0 00:42 SDI-A-1-5 ORIFICE 3.58 0 00:40 SDI-A3-1 ORIFICE 8.11 0 00:40 1.00 SDI-C-1 ORIFICE 5.44 0 00:41 1.00 SDI-C-3-1 ORIFICE 3.44 0 00:38 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 15 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- GT-A-1-A 1.00 0.01 0.00 0.00 0.29 0.70 0.00 0.00 0.00 0.00 GT-A-1-B 1.00 0.02 0.00 0.00 0.56 0.42 0.00 0.00 0.00 0.00 GT-A-1-C 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.95 0.00 GT-A-1-C-1 1.00 0.01 0.04 0.00 0.96 0.00 0.00 0.00 0.98 0.00 GT-A-1-D 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.81 0.00 GT-A-1-F 1.00 0.01 0.00 0.00 0.12 0.87 0.00 0.00 0.07 0.00 GT-A2-1-A 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.05 0.00 GT-A-B 1.00 0.01 0.95 0.00 0.04 0.00 0.00 0.00 0.95 0.00 GT-AR-A 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.98 0.00 GT-AR-B 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.96 0.00 GT-AR-C 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 GT-B-1-A 1.00 0.01 0.00 0.00 0.99 0.01 0.00 0.00 0.98 0.00 GT-B-1-B 1.00 0.01 0.00 0.00 0.58 0.40 0.00 0.00 0.00 0.00 GT-C-1-A 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 GT-C-1-B 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 GT-C-1-C 1.00 0.01 0.00 0.00 0.82 0.17 0.00 0.00 0.82 0.00 GT-C-1-D 1.00 0.01 0.00 0.00 0.09 0.90 0.00 0.00 0.09 0.00 GT-C-B 1.00 0.01 0.93 0.00 0.07 0.00 0.00 0.00 0.93 0.00 GT-INT-B 1.00 0.01 0.00 0.00 0.93 0.06 0.00 0.00 0.00 0.00 GT-INT-C 1.00 0.01 0.00 0.00 0.59 0.40 0.00 0.00 0.30 0.00 P-A-1 1.00 0.01 0.00 0.00 0.57 0.42 0.00 0.00 0.89 0.00 P-A-2 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.85 0.00 P-A2-1 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.00 0.00 P-A2-2 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 P-A2-3 1.00 0.03 0.86 0.00 0.12 0.00 0.00 0.00 0.90 0.00 P-A2-4 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 P-A-3 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.83 0.00 P-A-4 1.00 0.02 0.00 0.00 0.98 0.01 0.00 0.00 0.00 0.00 P-A-5 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 P-A-6 1.00 0.03 0.43 0.00 0.53 0.02 0.00 0.00 0.89 0.00 P-A-7 1.00 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 P-A-8 1.00 0.03 0.00 0.00 0.92 0.00 0.00 0.05 0.00 0.00 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 16 P-A-UD-1 1.00 0.02 0.03 0.00 0.21 0.00 0.74 0.00 0.00 0.00 P-A-UD-2 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 P-B-1 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.01 0.00 P-C-A 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.91 0.00 P-C-B 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.60 0.00 P-C-C 1.00 0.01 0.01 0.00 0.98 0.00 0.00 0.00 0.82 0.00 P-C-D 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.83 0.00 P-UD-A 1.00 0.02 0.00 0.00 0.97 0.01 0.00 0.00 0.00 0.00 P-UD-B 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 P-Z-POND-OUT 1.00 0.01 0.00 0.00 0.97 0.02 0.00 0.00 0.00 0.00 SW-B-P 1.00 0.40 0.56 0.00 0.00 0.00 0.00 0.04 0.00 0.00 SW-CHASE 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- P-A-1 0.41 0.41 1.02 0.01 0.01 P-A-2 1.02 1.02 1.19 0.01 0.01 P-A2-1 2.10 2.10 3.58 0.01 0.35 P-A2-2 3.58 3.58 8.04 0.01 0.01 P-A2-3 0.50 0.50 11.44 0.01 0.01 P-A2-4 8.01 8.02 8.04 1.94 2.32 P-A-3 1.19 1.19 2.27 0.01 0.01 P-A-4 2.27 2.27 11.65 0.89 1.09 P-A-5 11.65 11.65 11.65 1.20 1.91 P-A-6 0.52 0.52 4.17 0.01 0.01 P-A-7 4.16 4.16 11.41 0.65 0.72 P-A-8 10.91 11.41 10.91 0.65 0.95 P-A-UD-1 0.62 0.62 11.64 0.01 0.01 P-A-UD-2 7.87 8.02 7.89 2.01 3.25 P-B-1 1.81 1.81 11.65 0.01 0.01 P-C-A 0.51 0.51 0.99 0.01 0.01 P-C-B 0.99 0.99 1.00 0.01 0.25 P-C-C 0.98 0.98 1.00 0.08 0.01 BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 17 P-C-D 1.00 1.00 1.19 0.01 0.01 P-UD-A 11.61 11.61 11.63 0.73 2.28 P-UD-B 1.26 1.26 1.26 0.07 0.41 P-Z-POND-OUT 0.01 11.44 0.01 0.01 11.29 Analysis begun on: Tue Jan 23 14:31:45 2024 Analysis ended on: Tue Jan 23 14:31:45 2024 Total elapsed time: < 1 sec BLOOM MULTI-FAMILY DEVELOPMENT - 100-Year EPA SWMM 5.2.4 Page 18 EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.4) ------------------------------------------------------------ BLOOM MULTI-FAMILY DEVELOPMENT EPA SWMM Version 5.2.4 Last Updated 1/22/2024 WARNING 04: minimum elevation drop used for Conduit P-A2-4 WARNING 04: minimum elevation drop used for Conduit P-A-UD-2 WARNING 04: minimum elevation drop used for Conduit P-UD-B ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 18 Number of nodes ........... 49 Number of links ........... 52 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ Gage1 2year INTENSITY 5 min. ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ----------------------------------------------------------------------------------------------------------- C-01 2.07 375.00 79.00 2.8000 Gage1 RD-A-1-A C-02 1.56 300.00 82.00 3.7000 Gage1 RD-4-C C-03 1.95 325.00 82.00 3.7000 Gage1 RD-SDI-C-3-1 C-04 1.40 350.00 84.00 3.2000 Gage1 RD-A-1-B C-05 1.03 275.00 76.00 3.4000 Gage1 RD-5-A C-06 0.32 200.00 47.00 3.5000 Gage1 RD-CHASE BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 1 C-07 1.64 375.00 90.00 2.7000 Gage1 RD-4-A C-08 2.38 575.00 21.00 10.0000 Gage1 BLOOM-POND C-OS-1 0.71 150.00 62.00 4.9000 Gage1 RD-AR-1-A C-OS-2 0.23 500.00 12.00 2.0000 Gage1 OUT-N C-OS-3 1.00 100.00 52.00 5.7000 Gage1 RD-ANT-1-B C-OS-4 0.85 175.00 69.00 5.1000 Gage1 RD-AR-1-B C-OS-5 0.74 150.00 58.00 6.0000 Gage1 RD-AR-1-C C-OS-6 0.71 60.00 79.00 1.5000 Gage1 RD-ANT-1-B C-OS-7 0.75 150.00 77.00 1.5000 Gage1 OUT-SE C-OS-8 0.47 60.00 77.00 1.5000 Gage1 BLOOM-POND C-OS-9 1.27 150.00 78.00 1.0000 Gage1 RD-AR-1-B EX-SITE 15.83 550.00 2.00 1.0000 Gage1 OUT-EX-SITE ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- J-SDI A1-2 JUNCTION 4933.07 12.00 0.0 J-SDI B-1 JUNCTION 4933.43 12.00 0.0 J-SDI C-3 JUNCTION 4938.31 12.00 0.0 J-SDI-A-1-4 JUNCTION 4935.43 12.00 0.0 J-SDI-A-1-5 JUNCTION 4938.42 12.00 0.0 J-SDI-A3-1 JUNCTION 4933.06 12.00 0.0 J-SDI-C-1 JUNCTION 4936.08 12.00 0.0 J-SDI-C-3-1 JUNCTION 4936.00 12.00 0.0 J-SDMH A1-1 JUNCTION 4932.45 12.00 0.0 J-SDMH A-1-3 JUNCTION 4934.86 12.00 0.0 J-SDMH A-2 JUNCTION 4931.43 12.00 0.0 J-SDMH A-2-1 JUNCTION 4932.39 12.00 0.0 J-SDMH A-2-2 JUNCTION 4932.75 12.00 0.0 J-SDMH A-3 JUNCTION 4932.18 12.00 0.0 J-SDMH A-4 JUNCTION 4932.40 12.00 0.0 J-SDMH C-1 JUNCTION 4935.83 12.00 0.0 J-SDMH-CH-A-4-A JUNCTION 4932.39 12.00 0.0 J-SDMH-CH-A-4-B JUNCTION 4932.39 12.00 0.0 J-STMH-CH-A-2-1 JUNCTION 4932.39 12.00 0.0 RD-4-A JUNCTION 4937.79 12.00 0.0 RD-4-B JUNCTION 4941.81 12.00 0.0 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 2 RD-4-C JUNCTION 4943.10 12.00 0.0 RD-4-D JUNCTION 4939.96 12.00 0.0 RD-5-A JUNCTION 4938.99 12.00 0.0 RD-5-B JUNCTION 4938.34 12.00 0.0 RD-A-1-A JUNCTION 4943.02 12.00 0.0 RD-A-1-B JUNCTION 4940.42 12.00 0.0 RD-A-1-D JUNCTION 4940.18 12.00 0.0 RD-ANT-1-B JUNCTION 4943.00 12.00 0.0 RD-ANT-1-C JUNCTION 4941.00 12.00 0.0 RD-AR-1-A JUNCTION 4941.00 12.00 0.0 RD-AR-1-B JUNCTION 4938.00 12.00 0.0 RD-AR-1-C JUNCTION 4936.00 12.00 0.0 RD-CHASE JUNCTION 4937.22 6.00 50.0 RD-INLET-A-1-4 JUNCTION 4941.14 12.00 0.0 RD-INLET-A-1-5 JUNCTION 4942.56 12.00 0.0 RD-SDI A1-2 JUNCTION 4939.00 12.00 0.0 RD-SDI-A3-1 JUNCTION 4937.28 12.00 0.0 RD-SDI-B-1 JUNCTION 4938.14 12.00 0.0 RD-SDI-C-1 JUNCTION 4939.11 12.00 0.0 RD-SDI-C-3-1 JUNCTION 4940.43 12.00 0.0 RD-SDI-C-3A JUNCTION 4942.08 12.00 0.0 OUT-EAST OUTFALL 4940.00 1.00 0.0 OUT-EX-SITE OUTFALL 4936.00 0.00 0.0 OUT-N OUTFALL 4946.00 0.00 0.0 OUT-POND OUTFALL 4927.00 1.50 0.0 OUT-SE OUTFALL 4936.00 0.00 0.0 OUT-SW OUTFALL 4935.90 1.00 0.0 BLOOM-POND STORAGE 4928.40 11.00 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- GT-A-1-A RD-A-1-A RD-INLET-A-1-5 CONDUIT 92.8 0.5002 0.0160 GT-A-1-B RD-4-B RD-INLET-A-1-4 CONDUIT 117.0 0.5745 0.0160 GT-A-1-C RD-INLET-A-1-5 RD-4-B CONDUIT 124.9 0.6036 0.0160 GT-A-1-C-1 RD-INLET-A-1-4 RD-A-1-B CONDUIT 71.1 1.0006 0.0160 GT-A-1-D RD-A-1-B RD-A-1-D CONDUIT 49.5 0.5010 0.0160 GT-A-1-F RD-A-1-D RD-SDI A1-2 CONDUIT 161.4 0.7278 0.0160 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 3 GT-A2-1-A RD-4-A RD-SDI-A3-1 CONDUIT 120.9 0.4203 0.0160 GT-A-B RD-SDI A1-2 RD-5-A CONDUIT 174.7 0.1958 0.0160 GT-AR-A RD-AR-1-A RD-AR-1-B CONDUIT 317.9 0.9437 0.0160 GT-AR-B RD-AR-1-B RD-AR-1-C CONDUIT 680.3 0.2940 0.0160 GT-AR-C RD-AR-1-C OUT-SW CONDUIT 47.4 0.2109 0.0160 GT-B-1-A RD-5-A RD-5-B CONDUIT 77.3 0.8504 0.0160 GT-B-1-B RD-5-B RD-SDI-B-1 CONDUIT 48.3 0.3974 0.0160 GT-C-1-A RD-4-C RD-SDI-C-3A CONDUIT 115.2 0.8846 0.0160 GT-C-1-B RD-SDI-C-3A RD-SDI-C-3-1 CONDUIT 229.4 0.7190 0.0160 GT-C-1-C RD-SDI-C-3-1 RD-4-D CONDUIT 37.1 1.2491 0.0160 GT-C-1-D RD-4-D RD-SDI-C-1 CONDUIT 69.0 1.2398 0.0160 GT-C-B RD-SDI-C-1 RD-5-A CONDUIT 129.8 0.3450 0.0160 GT-INT-B RD-ANT-1-B RD-ANT-1-C CONDUIT 370.9 0.5393 0.0160 GT-INT-C RD-ANT-1-C OUT-EAST CONDUIT 64.4 1.5532 0.0160 P-A-1 J-SDI-A-1-5 J-SDI-A-1-4 CONDUIT 239.4 1.2492 0.0130 P-A-2 J-SDI-A-1-4 J-SDMH A-1-3 CONDUIT 46.0 1.2403 0.0130 P-A2-1 J-SDI-A3-1 J-SDMH A-2-2 CONDUIT 31.3 0.9914 0.0130 P-A2-2 J-SDMH A-2-2 J-SDMH A-2-1 CONDUIT 20.2 1.7789 0.0130 P-A2-3 J-SDMH A-2-1 J-SDMH A-3 CONDUIT 94.1 2.8817 0.0130 P-A2-4 J-STMH-CH-A-2-1 J-SDMH A-2-1 CONDUIT 81.7 0.0012 0.0130 P-A-3 J-SDMH A-1-3 J-SDI A1-2 CONDUIT 236.2 0.7567 0.0130 P-A-4 J-SDI A1-2 J-SDMH A1-1 CONDUIT 84.8 0.7349 0.0130 P-A-5 J-SDMH A-4 J-SDMH A1-1 CONDUIT 10.2 -0.4907 0.0130 P-A-6 J-SDMH A-4 J-SDMH A-3 CONDUIT 44.3 5.0210 0.0130 P-A-7 J-SDMH A-3 J-SDMH A-2 CONDUIT 149.8 0.5040 0.0130 P-A-8 J-SDMH A-2 BLOOM-POND CONDUIT 52.1 0.5007 0.0130 P-A-UD-1 J-SDMH-CH-A-4-A J-SDMH A-4 CONDUIT 8.7 23.6111 0.0130 P-A-UD-2 J-SDMH-CH-A-4-B J-SDMH-CH-A-4-A CONDUIT 39.1 0.0026 0.0130 P-B-1 J-SDI B-1 J-SDMH A1-1 CONDUIT 195.0 0.5025 0.0130 P-C-A J-SDI C-3 J-SDI-C-3-1 CONDUIT 231.0 1.0002 0.0130 P-C-B J-SDI-C-3-1 J-SDMH C-1 CONDUIT 32.6 0.5213 0.0130 P-C-C J-SDI-C-1 J-SDMH C-1 CONDUIT 98.3 0.2544 0.0130 P-C-D J-SDMH C-1 J-SDMH A-1-3 CONDUIT 195.6 0.4959 0.0130 P-UD-A J-SDMH-CH-A-4-B J-SDMH A-3 CONDUIT 10.0 2.1005 0.0160 P-UD-B J-STMH-CH-A-2-1 J-SDMH-CH-A-4-B CONDUIT 78.0 0.0013 0.0240 P-Z-POND-OUT BLOOM-POND OUT-POND CONDUIT 100.0 1.4001 0.0120 SW-B-P RD-SDI-B-1 BLOOM-POND CONDUIT 20.0 24.4114 0.0350 SW-CHASE RD-CHASE BLOOM-POND CONDUIT 20.0 14.2423 0.0350 SDI A1-2 RD-SDI A1-2 J-SDI A1-2 ORIFICE SDI B-1 RD-SDI-B-1 J-SDI B-1 ORIFICE SDI C-3 RD-SDI-C-3A J-SDI C-3 ORIFICE BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 4 SDI-A-1-4 RD-INLET-A-1-4 J-SDI-A-1-4 ORIFICE SDI-A-1-5 RD-INLET-A-1-5 J-SDI-A-1-5 ORIFICE SDI-A3-1 RD-SDI-A3-1 J-SDI-A3-1 ORIFICE SDI-C-1 RD-SDI-C-1 J-SDI-C-1 ORIFICE SDI-C-3-1 RD-SDI-C-3-1 J-SDI-C-3-1 ORIFICE ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- GT-A-1-A TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 612.10 GT-A-1-B TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 655.98 GT-A-1-C TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 672.38 GT-A-1-C-1 TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 865.72 GT-A-1-D TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 612.59 GT-A-1-F TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 738.33 GT-A2-1-A TRAPEZOIDAL 1.50 136.50 0.75 181.00 1 680.88 GT-A-B TRAPEZOIDAL 2.00 200.40 1.00 200.20 1 823.94 GT-AR-A TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 144.89 GT-AR-B TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 80.87 GT-AR-C TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 68.50 GT-B-1-A TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 798.10 GT-B-1-B TRAPEZOIDAL 1.50 57.68 0.75 76.70 1 277.68 GT-C-1-A TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 813.98 GT-C-1-B TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 733.84 GT-C-1-C TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 967.25 GT-C-1-D TRAPEZOIDAL 1.50 112.80 0.75 150.20 1 963.64 GT-C-B TRAPEZOIDAL 1.00 50.10 0.50 100.10 1 172.27 GT-INT-B TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 109.53 GT-INT-C TRAPEZOIDAL 1.00 25.60 0.50 51.10 1 185.88 P-A-1 CIRCULAR 1.50 1.77 0.38 1.50 1 11.74 P-A-2 CIRCULAR 1.50 1.77 0.38 1.50 1 11.70 P-A2-1 CIRCULAR 1.50 1.77 0.38 1.50 1 10.46 P-A2-2 CIRCULAR 1.50 1.77 0.38 1.50 1 14.01 P-A2-3 CIRCULAR 1.50 1.77 0.38 1.50 1 17.83 P-A2-4 CIRCULAR 1.50 1.77 0.38 1.50 1 0.37 P-A-3 CIRCULAR 1.50 1.77 0.38 1.50 1 9.14 P-A-4 CIRCULAR 1.50 1.77 0.38 1.50 1 9.01 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 5 P-A-5 CIRCULAR 1.50 1.77 0.38 1.50 1 7.36 P-A-6 CIRCULAR 2.00 3.14 0.50 2.00 1 50.69 P-A-7 CIRCULAR 2.00 3.14 0.50 2.00 1 16.06 P-A-8 CIRCULAR 2.00 3.14 0.50 2.00 1 16.01 P-A-UD-1 CIRCULAR 1.50 1.77 0.38 1.50 1 51.04 P-A-UD-2 CIRCULAR 1.50 1.77 0.38 1.50 1 0.53 P-B-1 CIRCULAR 1.50 1.77 0.38 1.50 1 7.45 P-C-A CIRCULAR 1.50 1.77 0.38 1.50 1 10.51 P-C-B CIRCULAR 1.50 1.77 0.38 1.50 1 7.58 P-C-C CIRCULAR 1.50 1.77 0.38 1.50 1 5.30 P-C-D CIRCULAR 1.50 1.77 0.38 1.50 1 7.40 P-UD-A CIRCULAR 0.50 0.20 0.12 0.50 1 0.66 P-UD-B CIRCULAR 2.50 4.91 0.62 2.50 13 0.80 P-Z-POND-OUT CIRCULAR 1.50 1.77 0.38 1.50 1 13.47 SW-B-P TRAPEZOIDAL 2.00 230.00 1.07 215.00 1 5046.00 SW-CHASE TRAPEZOIDAL 2.00 201.00 1.00 200.50 1 3225.52 **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Surcharge Method ......... SLOT Starting Date ............ 01/22/2024 00:00:00 Ending Date .............. 01/22/2024 12:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:05:00 Wet Time Step ............ 00:05:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 2.00 sec Variable Time Step ....... YES BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 6 Maximum Trials ........... 20 Number of Threads ........ 1 Head Tolerance ........... 0.005000 ft ********************* Control Actions Taken ********************* ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 2.842 0.977 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 1.750 0.602 Surface Runoff ........... 0.988 0.340 Final Storage ............ 0.113 0.039 Continuity Error (%) ..... -0.301 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 0.988 0.322 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 0.969 0.316 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.003 0.001 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.016 0.005 Continuity Error (%) ..... 0.030 ************************* Highest Continuity Errors ************************* BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 7 Node J-SDMH-CH-A-4-A (-5.10%) Node J-SDI B-1 (4.48%) Node J-SDMH A-4 (2.02%) Node J-SDI A1-2 (1.42%) *************************** Time-Step Critical Elements *************************** Link P-A-UD-1 (32.73%) Link P-UD-A (2.52%) ******************************** Highest Flow Instability Indexes ******************************** Link P-A-5 (26) Link P-A-6 (2) Link P-UD-B (1) Link P-A-UD-1 (1) ********************************* Most Frequent Nonconverging Nodes ********************************* Convergence obtained at all time steps. ************************* Routing Time Step Summary ************************* Minimum Time Step : 0.50 sec Average Time Step : 1.74 sec Maximum Time Step : 2.00 sec % of Time in Steady State : 0.00 Average Iterations per Step : 2.14 % of Steps Not Converging : 0.00 Time Step Frequencies : 2.000 - 1.516 sec : 74.36 % 1.516 - 1.149 sec : 14.55 % 1.149 - 0.871 sec : 5.81 % BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 8 0.871 - 0.660 sec : 5.14 % 0.660 - 0.500 sec : 0.13 % *************************** 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 ------------------------------------------------------------------------------------------------------------------------------ C-01 0.98 0.00 0.00 0.20 0.71 0.01 0.71 0.04 2.50 0.721 C-02 0.98 0.00 0.00 0.17 0.73 0.01 0.73 0.03 2.14 0.749 C-03 0.98 0.00 0.00 0.17 0.73 0.01 0.73 0.04 2.47 0.748 C-04 0.98 0.00 0.00 0.15 0.75 0.01 0.75 0.03 2.13 0.769 C-05 0.98 0.00 0.00 0.22 0.68 0.01 0.68 0.02 1.54 0.700 C-06 0.98 0.00 0.00 0.49 0.44 0.03 0.44 0.00 0.40 0.454 C-07 0.98 0.00 0.00 0.09 0.80 0.01 0.80 0.04 2.37 0.819 C-08 0.98 0.00 0.00 0.84 0.19 0.12 0.12 0.01 0.77 0.123 C-OS-1 0.98 0.00 0.00 0.36 0.56 0.01 0.56 0.01 0.92 0.575 C-OS-2 0.98 0.00 0.00 0.81 0.16 0.05 0.16 0.00 0.08 0.163 C-OS-3 0.98 0.00 0.00 0.46 0.47 0.01 0.47 0.01 0.88 0.479 C-OS-4 0.98 0.00 0.00 0.29 0.62 0.01 0.62 0.01 1.17 0.637 C-OS-5 0.98 0.00 0.00 0.40 0.53 0.01 0.53 0.01 0.94 0.540 C-OS-6 0.98 0.00 0.00 0.20 0.69 0.00 0.69 0.01 0.46 0.709 C-OS-7 0.98 0.00 0.00 0.22 0.69 0.01 0.69 0.01 0.79 0.701 C-OS-8 0.98 0.00 0.00 0.22 0.68 0.01 0.68 0.01 0.39 0.697 C-OS-9 0.98 0.00 0.00 0.21 0.69 0.00 0.69 0.02 0.90 0.702 EX-SITE 0.98 0.00 0.00 0.96 0.02 0.00 0.02 0.01 0.83 0.020 ****************** 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 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 9 --------------------------------------------------------------------------------- J-SDI A1-2 JUNCTION 1.41 2.98 4936.05 0 00:47 2.95 J-SDI B-1 JUNCTION 1.03 1.97 4935.40 0 00:45 1.94 J-SDI C-3 JUNCTION 0.06 0.30 4938.61 0 00:43 0.30 J-SDI-A-1-4 JUNCTION 0.11 1.33 4936.76 0 00:49 1.32 J-SDI-A-1-5 JUNCTION 0.06 0.31 4938.73 0 00:42 0.30 J-SDI-A3-1 JUNCTION 0.37 1.75 4934.81 0 01:04 1.75 J-SDI-C-1 JUNCTION 0.10 1.00 4937.08 0 00:49 1.00 J-SDI-C-3-1 JUNCTION 0.13 1.06 4937.06 0 00:49 1.06 J-SDMH A1-1 JUNCTION 1.97 2.91 4935.36 0 00:47 2.89 J-SDMH A-1-3 JUNCTION 0.19 1.88 4936.74 0 00:49 1.87 J-SDMH A-2 JUNCTION 0.26 1.20 4932.63 0 00:50 1.20 J-SDMH A-2-1 JUNCTION 0.64 2.41 4934.80 0 01:04 2.41 J-SDMH A-2-2 JUNCTION 0.47 2.06 4934.81 0 01:04 2.06 J-SDMH A-3 JUNCTION 0.22 1.00 4933.18 0 00:49 1.00 J-SDMH A-4 JUNCTION 1.99 2.52 4934.92 0 00:47 2.52 J-SDMH C-1 JUNCTION 0.15 1.20 4937.03 0 00:49 1.19 J-SDMH-CH-A-4-A JUNCTION 0.64 2.40 4934.79 0 01:05 2.40 J-SDMH-CH-A-4-B JUNCTION 0.62 2.40 4934.79 0 01:05 2.40 J-STMH-CH-A-2-1 JUNCTION 0.62 2.40 4934.79 0 01:04 2.40 RD-4-A JUNCTION 0.04 0.18 4937.97 0 00:40 0.18 RD-4-B JUNCTION 0.03 0.15 4941.96 0 00:43 0.15 RD-4-C JUNCTION 0.04 0.17 4943.26 0 00:40 0.17 RD-4-D JUNCTION 0.03 0.15 4940.12 0 00:41 0.15 RD-5-A JUNCTION 0.03 0.14 4939.13 0 00:41 0.13 RD-5-B JUNCTION 0.04 0.21 4938.55 0 00:42 0.21 RD-A-1-A JUNCTION 0.05 0.20 4943.22 0 00:40 0.20 RD-A-1-B JUNCTION 0.04 0.20 4940.62 0 00:43 0.19 RD-A-1-D JUNCTION 0.04 0.18 4940.36 0 00:42 0.18 RD-ANT-1-B JUNCTION 0.05 0.19 4943.19 0 00:43 0.19 RD-ANT-1-C JUNCTION 0.04 0.15 4941.15 0 00:46 0.15 RD-AR-1-A JUNCTION 0.03 0.14 4941.14 0 00:41 0.14 RD-AR-1-B JUNCTION 0.07 0.26 4938.26 0 00:47 0.26 RD-AR-1-C JUNCTION 0.08 0.30 4936.30 0 00:51 0.30 RD-CHASE JUNCTION 0.01 0.06 4937.28 0 00:40 0.06 RD-INLET-A-1-4 JUNCTION 0.01 0.10 4941.24 0 00:44 0.10 RD-INLET-A-1-5 JUNCTION 0.02 0.14 4942.71 0 00:41 0.14 RD-SDI A1-2 JUNCTION 0.02 0.18 4939.18 0 00:46 0.18 RD-SDI-A3-1 JUNCTION 0.02 0.17 4937.45 0 00:43 0.17 RD-SDI-B-1 JUNCTION 0.01 0.12 4938.26 0 00:44 0.12 RD-SDI-C-1 JUNCTION 0.02 0.17 4939.27 0 00:44 0.17 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 10 RD-SDI-C-3-1 JUNCTION 0.02 0.16 4940.58 0 00:42 0.15 RD-SDI-C-3A JUNCTION 0.02 0.13 4942.21 0 00:42 0.13 OUT-EAST OUTFALL 0.04 0.15 4940.15 0 00:46 0.15 OUT-EX-SITE OUTFALL 0.00 0.00 4936.00 0 00:00 0.00 OUT-N OUTFALL 0.00 0.00 4946.00 0 00:00 0.00 OUT-POND OUTFALL 0.20 0.28 4927.28 0 00:40 0.28 OUT-SE OUTFALL 0.00 0.00 4936.00 0 00:00 0.00 OUT-SW OUTFALL 0.08 0.29 4936.19 0 00:51 0.29 BLOOM-POND STORAGE 1.12 2.06 4930.46 0 02:45 2.06 ******************* 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 ------------------------------------------------------------------------------------------------- J-SDI A1-2 JUNCTION 0.00 7.49 0 00:48 0 0.138 1.443 J-SDI B-1 JUNCTION 0.00 1.38 0 00:44 0 0.0195 4.687 J-SDI C-3 JUNCTION 0.00 0.92 0 00:42 0 0.0186 -0.009 J-SDI-A-1-4 JUNCTION 0.00 1.70 0 00:43 0 0.0333 0.039 J-SDI-A-1-5 JUNCTION 0.00 1.09 0 00:41 0 0.0234 -0.055 J-SDI-A3-1 JUNCTION 0.00 2.22 0 00:43 0 0.0356 -0.018 J-SDI-C-1 JUNCTION 0.00 2.18 0 00:44 0 0.0264 0.012 J-SDI-C-3-1 JUNCTION 0.00 2.14 0 00:42 0 0.0435 0.006 J-SDMH A1-1 JUNCTION 0.00 8.72 0 00:47 0 0.155 0.000 J-SDMH A-1-3 JUNCTION 0.00 5.59 0 00:42 0 0.103 -0.078 J-SDMH A-2 JUNCTION 0.00 6.56 0 00:49 0 0.187 0.019 J-SDMH A-2-1 JUNCTION 0.00 2.20 0 00:43 0 0.0356 -0.034 J-SDMH A-2-2 JUNCTION 0.00 2.22 0 00:44 0 0.0356 0.010 J-SDMH A-3 JUNCTION 0.00 6.56 0 00:49 0 0.187 -0.021 J-SDMH A-4 JUNCTION 0.00 8.72 0 00:47 0 0.153 2.061 J-SDMH C-1 JUNCTION 0.00 4.27 0 00:44 0 0.0699 -0.007 J-SDMH-CH-A-4-A JUNCTION 0.00 2.76 0 00:47 0 0.0508 -4.849 J-SDMH-CH-A-4-B JUNCTION 0.00 3.17 0 00:47 0 0.0911 0.092 J-STMH-CH-A-2-1 JUNCTION 0.00 2.80 0 00:44 0 0.0382 -0.054 RD-4-A JUNCTION 2.37 2.37 0 00:40 0.0356 0.0356 -0.143 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 11 RD-4-B JUNCTION 0.00 1.35 0 00:41 0 0.0162 0.163 RD-4-C JUNCTION 2.14 2.14 0 00:40 0.0311 0.0311 -0.065 RD-4-D JUNCTION 0.00 2.22 0 00:42 0 0.0264 -0.080 RD-5-A JUNCTION 1.54 1.54 0 00:40 0.0191 0.0191 -0.083 RD-5-B JUNCTION 0.00 1.42 0 00:41 0 0.0191 0.056 RD-A-1-A JUNCTION 2.50 2.50 0 00:40 0.0396 0.0396 -0.024 RD-A-1-B JUNCTION 2.13 2.51 0 00:42 0.0285 0.0348 -0.123 RD-A-1-D JUNCTION 0.00 2.50 0 00:43 0 0.0349 -0.168 RD-ANT-1-B JUNCTION 1.28 1.28 0 00:40 0.026 0.026 -0.238 RD-ANT-1-C JUNCTION 0.00 1.23 0 00:44 0 0.0261 0.279 RD-AR-1-A JUNCTION 0.92 0.92 0 00:40 0.0108 0.0108 -1.466 RD-AR-1-B JUNCTION 1.98 2.76 0 00:40 0.0379 0.0488 -0.268 RD-AR-1-C JUNCTION 0.94 2.88 0 00:45 0.0106 0.0596 0.566 RD-CHASE JUNCTION 0.40 0.40 0 00:40 0.00381 0.00381 -0.014 RD-INLET-A-1-4 JUNCTION 0.00 1.31 0 00:43 0 0.0162 0.282 RD-INLET-A-1-5 JUNCTION 0.00 2.48 0 00:40 0 0.0397 -0.073 RD-SDI A1-2 JUNCTION 0.00 2.53 0 00:44 0 0.0349 0.210 RD-SDI-A3-1 JUNCTION 0.00 2.37 0 00:41 0 0.0357 0.157 RD-SDI-B-1 JUNCTION 0.00 1.41 0 00:42 0 0.0191 0.042 RD-SDI-C-1 JUNCTION 0.00 2.24 0 00:42 0 0.0264 0.083 RD-SDI-C-3-1 JUNCTION 2.47 3.47 0 00:41 0.0388 0.0513 -0.021 RD-SDI-C-3A JUNCTION 0.00 2.11 0 00:40 0 0.0311 0.094 OUT-EAST OUTFALL 0.00 1.21 0 00:46 0 0.026 0.000 OUT-EX-SITE OUTFALL 0.83 0.83 0 00:40 0.0086 0.0086 0.000 OUT-N OUTFALL 0.08 0.08 0 00:40 0.000978 0.000978 0.000 OUT-POND OUTFALL 0.00 1.00 0 00:40 0 0.207 0.000 OUT-SE OUTFALL 0.79 0.79 0 00:40 0.014 0.014 0.000 OUT-SW OUTFALL 0.00 2.60 0 00:51 0 0.0592 0.000 BLOOM-POND STORAGE 1.12 7.83 0 00:50 0.0164 0.207 0.001 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 12 J-SDI A1-2 JUNCTION 1.20 1.481 9.019 J-SDI B-1 JUNCTION 0.39 0.470 10.030 J-SDI-A3-1 JUNCTION 0.54 0.254 10.246 J-SDMH A1-1 JUNCTION 11.39 1.411 9.089 J-SDMH A-1-3 JUNCTION 0.20 0.378 10.122 J-SDMH A-2-2 JUNCTION 1.27 0.558 9.942 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** ------------------------------------------------------------------------------------------------ Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft³ Full Loss Loss 1000 ft³ Full days hr:min CFS ------------------------------------------------------------------------------------------------ BLOOM-POND 6.839 1.6 0.0 0.0 15.604 3.6 0 02:45 1.00 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- OUT-EAST 91.07 0.15 1.21 0.026 OUT-EX-SITE 33.88 0.13 0.83 0.009 OUT-N 22.52 0.02 0.08 0.001 OUT-POND 97.17 0.71 1.00 0.207 OUT-SE 60.43 0.12 0.79 0.014 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 13 OUT-SW 97.21 0.32 2.60 0.059 ----------------------------------------------------------- System 67.05 1.44 5.85 0.316 ******************** 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 ----------------------------------------------------------------------------- GT-A-1-A CONDUIT 2.48 0 00:40 1.68 0.00 0.11 GT-A-1-B CONDUIT 1.31 0 00:43 1.60 0.00 0.08 GT-A-1-C CONDUIT 1.35 0 00:41 1.24 0.00 0.10 GT-A-1-C-1 CONDUIT 0.67 0 00:44 0.60 0.00 0.10 GT-A-1-D CONDUIT 2.50 0 00:43 1.38 0.00 0.13 GT-A-1-F CONDUIT 2.53 0 00:44 1.77 0.00 0.12 GT-A2-1-A CONDUIT 2.37 0 00:41 1.31 0.00 0.11 GT-A-B CONDUIT 0.00 0 00:00 0.00 0.00 0.03 GT-AR-A CONDUIT 0.83 0 00:41 0.94 0.01 0.20 GT-AR-B CONDUIT 2.28 0 00:47 1.23 0.03 0.28 GT-AR-C CONDUIT 2.60 0 00:51 1.13 0.04 0.30 GT-B-1-A CONDUIT 1.42 0 00:41 0.92 0.00 0.12 GT-B-1-B CONDUIT 1.41 0 00:42 1.96 0.01 0.11 GT-C-1-A CONDUIT 2.11 0 00:40 1.95 0.00 0.10 GT-C-1-B CONDUIT 1.10 0 00:42 1.06 0.00 0.09 GT-C-1-C CONDUIT 2.22 0 00:42 1.82 0.00 0.10 GT-C-1-D CONDUIT 2.24 0 00:42 1.97 0.00 0.11 GT-C-B CONDUIT 0.00 0 00:00 0.00 0.00 0.07 GT-INT-B CONDUIT 1.23 0 00:44 1.65 0.01 0.17 GT-INT-C CONDUIT 1.21 0 00:46 2.03 0.01 0.15 P-A-1 CONDUIT 1.09 0 00:42 3.68 0.09 0.54 P-A-2 CONDUIT 1.78 0 00:45 2.54 0.15 1.00 P-A2-1 CONDUIT 2.22 0 00:44 3.35 0.21 1.00 P-A2-2 CONDUIT 2.20 0 00:43 2.35 0.16 1.00 P-A2-3 CONDUIT 0.00 0 00:00 0.00 0.00 0.33 P-A2-4 CONDUIT 2.15 0 00:43 2.38 5.85 1.00 P-A-3 CONDUIT 5.30 0 00:52 3.12 0.58 1.00 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 14 P-A-4 CONDUIT 7.49 0 00:48 4.24 0.83 1.00 P-A-5 CONDUIT 8.72 0 00:47 4.94 1.19 1.00 P-A-6 CONDUIT 5.97 0 00:47 6.58 0.12 0.38 P-A-7 CONDUIT 6.56 0 00:49 3.92 0.41 0.55 P-A-8 CONDUIT 6.56 0 00:50 3.94 0.41 0.52 P-A-UD-1 CONDUIT 2.76 0 00:47 1.62 0.05 0.93 P-A-UD-2 CONDUIT 2.74 0 00:47 3.06 5.15 1.00 P-B-1 CONDUIT 1.39 0 00:44 0.79 0.19 1.00 P-C-A CONDUIT 0.92 0 00:43 1.72 0.09 0.45 P-C-B CONDUIT 2.12 0 00:43 2.36 0.28 0.75 P-C-C CONDUIT 2.18 0 00:44 2.26 0.41 0.73 P-C-D CONDUIT 4.25 0 00:43 3.55 0.57 1.00 P-UD-A CONDUIT 1.23 0 01:23 6.27 1.86 1.00 P-UD-B CONDUIT 1.21 0 01:05 0.31 0.12 0.96 P-Z-POND-OUT CONDUIT 1.00 0 00:40 4.47 0.07 0.78 SW-B-P CONDUIT 0.00 0 00:00 0.00 0.00 0.00 SW-CHASE CONDUIT 0.40 0 00:40 1.69 0.00 0.03 SDI A1-2 ORIFICE 2.43 0 00:46 0.36 SDI B-1 ORIFICE 1.38 0 00:44 0.24 SDI C-3 ORIFICE 0.92 0 00:42 SDI-A-1-4 ORIFICE 0.63 0 00:44 SDI-A-1-5 ORIFICE 1.09 0 00:41 SDI-A3-1 ORIFICE 2.22 0 00:43 0.34 SDI-C-1 ORIFICE 2.18 0 00:44 0.33 SDI-C-3-1 ORIFICE 1.22 0 00:42 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- GT-A-1-A 1.00 0.01 0.00 0.00 0.23 0.77 0.00 0.00 0.00 0.00 GT-A-1-B 1.00 0.03 0.00 0.00 0.60 0.37 0.00 0.00 0.00 0.00 GT-A-1-C 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.94 0.00 GT-A-1-C-1 1.00 0.01 0.06 0.00 0.93 0.00 0.00 0.00 0.96 0.00 GT-A-1-D 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.89 0.00 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 15 GT-A-1-F 1.00 0.01 0.00 0.00 0.04 0.94 0.00 0.00 0.01 0.00 GT-A2-1-A 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.00 0.00 GT-A-B 1.00 0.01 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 GT-AR-A 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.96 0.00 GT-AR-B 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.94 0.00 GT-AR-C 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.01 0.00 GT-B-1-A 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.96 0.00 GT-B-1-B 1.00 0.02 0.00 0.00 0.57 0.42 0.00 0.00 0.00 0.00 GT-C-1-A 1.00 0.01 0.00 0.00 0.01 0.98 0.00 0.00 0.00 0.00 GT-C-1-B 1.00 0.01 0.01 0.00 0.98 0.00 0.00 0.00 0.98 0.00 GT-C-1-C 1.00 0.01 0.00 0.00 0.94 0.05 0.00 0.00 0.91 0.00 GT-C-1-D 1.00 0.02 0.00 0.00 0.01 0.97 0.00 0.00 0.01 0.00 GT-C-B 1.00 0.01 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 GT-INT-B 1.00 0.01 0.00 0.00 0.96 0.03 0.00 0.00 0.00 0.00 GT-INT-C 1.00 0.02 0.00 0.00 0.66 0.32 0.00 0.00 0.35 0.00 P-A-1 1.00 0.01 0.00 0.00 0.52 0.46 0.00 0.00 0.93 0.00 P-A-2 1.00 0.02 0.00 0.00 0.97 0.01 0.00 0.00 0.95 0.00 P-A2-1 1.00 0.02 0.00 0.00 0.77 0.21 0.00 0.00 0.04 0.00 P-A2-2 1.00 0.03 0.00 0.00 0.97 0.01 0.00 0.00 0.67 0.00 P-A2-3 1.00 0.04 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 P-A2-4 1.00 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 P-A-3 1.00 0.02 0.00 0.00 0.97 0.02 0.00 0.00 0.92 0.00 P-A-4 1.00 0.02 0.00 0.00 0.97 0.01 0.00 0.00 0.00 0.00 P-A-5 1.00 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 P-A-6 1.00 0.04 0.53 0.00 0.36 0.07 0.00 0.00 0.90 0.00 P-A-7 1.00 0.04 0.00 0.00 0.95 0.01 0.00 0.00 0.67 0.00 P-A-8 1.00 0.04 0.00 0.00 0.00 0.00 0.00 0.96 0.00 0.00 P-A-UD-1 1.00 0.03 0.02 0.00 0.06 0.00 0.89 0.00 0.00 0.00 P-A-UD-2 1.00 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 P-B-1 1.00 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.02 0.00 P-C-A 1.00 0.01 0.01 0.00 0.98 0.00 0.00 0.00 0.98 0.00 P-C-B 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.63 0.00 P-C-C 1.00 0.01 0.02 0.00 0.97 0.00 0.00 0.00 0.92 0.00 P-C-D 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.86 0.00 P-UD-A 1.00 0.04 0.00 0.00 0.28 0.68 0.00 0.00 0.00 0.00 P-UD-B 1.00 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 P-Z-POND-OUT 1.00 0.02 0.00 0.00 0.64 0.35 0.00 0.00 0.30 0.00 SW-B-P 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SW-CHASE 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 16 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- P-A-2 0.01 0.01 0.20 0.01 0.01 P-A2-1 0.54 0.54 1.27 0.01 0.01 P-A2-2 1.27 1.27 1.79 0.01 0.01 P-A2-4 1.78 1.78 1.79 0.97 0.01 P-A-3 0.20 0.20 1.20 0.01 0.01 P-A-4 1.20 1.20 11.39 0.01 0.15 P-A-5 11.39 11.39 11.39 0.23 0.58 P-A-UD-1 0.01 0.01 11.37 0.01 0.01 P-A-UD-2 1.78 1.78 1.80 1.25 0.02 P-B-1 0.39 0.39 11.39 0.01 0.01 P-C-D 0.01 0.01 0.20 0.01 0.01 P-UD-A 0.91 3.22 0.95 2.57 2.82 P-Z-POND-OUT 0.01 5.26 0.01 0.01 0.01 Analysis begun on: Tue Jan 23 14:30:31 2024 Analysis ended on: Tue Jan 23 14:30:32 2024 Total elapsed time: 00:00:01 BLOOM MULTI-FAMILY DEVELOPMENT - 2 Year EPA SWMM Ver 5.2.4 Page 17