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Home My WebLink AboutDrainage Report V1Seasons at Meridian 2700 E. Overland Road Meridian, ID 83642 Storm Water Management & Engineered Drainage Report TLG Project No. 120124 Engineer The Land Group, Inc. 462 East Shore Drive, Ste. 100 Eagle, Idaho 83616 Ph: 208.939.4041 Prepared By: Riley Langan, EI Reviewed By: James W. Gute, PE September 28th, 2021 09/28/2021 12/09/21 FP-2021-0057 Seasons at Meridian 2700 E. Overland Road, Meridian, ID 83642 Storm Water Management & Engineered Drainage Report Project Description The proposed construction is a multi-family apartment complex on a 15.875-Acre parcel located at 2700 E. Overland Road in Meridian, ID. The site consists of 10 multi-plex units, a clubhouse, maintenance room and complex pool area. Landscaping, paved drive isles and parking areas will be constructed throughout the site. All stormwater runoff will be infiltrated and treated on-site by seepage beds. Existing Condition Currently, the site is undeveloped and consists of cultivated farmland. Stormwater falling on the undeveloped area infiltrates in place. The general topography of the site is gradually sloping from northeast to southwest. All geotechnical considerations were investigated by Atlas Technical Consultants and detailed in the Geotechnical Report dated October 19th, 2020 (File No. B201400g). Referenced report is attached in Appendix C. For construction purposes, groundwater depth is estimated to remain greater than 15 feet below ground surface throughout the year. On-Site Proposed Condition The proposed site development includes 14 tributary drainage areas shown in Appendix A. Generally, collection, routing, and treatment of storm drainage from the project is as follows: 1. Roadways and parking areas sheet flow to catch-curbs where they are conveyed to curb inlets. 2. Rooftop gutters collect and convey drainage to a seepage bed. 3. Stormwater landing on landscaping areas shall infiltrate in place. 4. Drainage flows through the catch basins/gutters into a storm drain piping network, and sand & grease traps prior to being conveyed into seepage beds for final disposal via infiltration to the native soils underlying the project site. ACHD Proposed Condition The proposed right-of-way development includes 3 tributary drainage areas shown in Appendix A. Generally, collection, routing and treatment of storm drainage from the project is as follows: 1. Roadways slope to catch-curbs where they are conveyed to curb inlets. 2. Drainage flows through the catch basins into a storm drain piping network, and sand & grease traps prior to being conveyed into seepage beds for final disposal via infiltration to the native soils underlying the project site. Peak Rate of Discharge and Storage Volume Peak storm discharge and required storage volume was determined using the Rational Method, with a 100-year storm return period. An infiltration rate of 8 inches per hour was used to determine the percolation rate. Poorly graded gravel with sand sediments were experienced throughout the site and typically provide free-drainage into native subsoils. Drainage calculations are attached in Appendix B. 12/09/21 FP-2021-0057 Seasons at Meridian 2700 E. Overland Road, Meridian, ID 83642 Storm Water Management & Engineered Drainage Report Appendix A Drainage Basin Map 12/09/21 FP-2021-0057 DDD X X X X X X 2650 2651 2652 2653 2650 2651 2652 2653 2651 2652 2653 2654 2649 2655 2654 2653 2654 2653 2653 2652 2652 2651 2651 2652 2653 2653 2653 2654 R RD D D D D D X R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W G MTR SD CO CO SD SD SD SD SD SD SD SD CO CO CO SD CO SD Seasons at Meridian 2700 E. Overland Road, Meridian, ID 83642 Storm Water Management & Engineered Drainage Report Appendix B Storm Drainage Calculations 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 1 Prepared By: Riley Langan Impervious Area = 38,772 sf Date: 09/28/2021 Pervious Area = 7,694 sf Project #: 120124 ΣArea = 46,466 sf ΣArea = 1.07 acres C Coefficient = 0.83 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 7.00 ft Inf Trench Length = 125.00 ft Inf Trench Depth = 9.00 ft Storage Volume of trench = 3150 cf Total Volume = 3,150 cf Infiltration Area = 875 sf Infiltration Rate = 583 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 2.74 1,644 97 1,547 15 900 2.62 2.31 2,077 146 1,931 20 1,200 2.28 2.01 2,410 194 2,216 30 1,800 1.82 1.60 2,886 292 2,594 40 2,400 1.37 1.21 2,896 389 2,508 50 3,000 1.17 1.03 3,092 486 2,606 60 3,600 1.15 1.01 3,647 583 3,064 120 7,200 0.66 0.58 4,186 1,167 3,019 180 10,800 0.48 0.42 4,567 1,750 2,817 360 21,600 0.30 0.26 5,708 3,500 2,208 720 43,200 0.19 0.17 7,230 7,000 230 1,440 86,400 0.12 0.11 9,133 14,000 -4,867 System Checks Maximum Runoff Developed = 3,064 cf Total Volume Provided = 3,150 cf System Recovery Maximum Runoff = 3,064 cf Other Sources = 0 cf Percolation Volume = 3,064 cf Recovery Time = 5.3 System Summary: 7.00 ft wide x 9.00 ft deep x 125.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.74 cfs Velocity = 0.39 fps Number of Traps (in parallel) = 1 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 2 Prepared By: Riley Langan Impervious Area = 70,475 sf Date: 09/28/2021 Pervious Area = 20,072 sf Project #: 120124 ΣArea = 90,547 sf ΣArea = 2.08 acres C Coefficient = 0.78 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 24.00 ft Inf Trench Length = 76.00 ft Inf Trench Depth = 8.00 ft Storage Volume of trench = 5837 cf Total Volume = 5,837 cf Infiltration Area = 1,824 sf Infiltration Rate = 1,216 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 5.07 3,040 203 2,837 15 900 2.62 4.27 3,842 304 3,538 20 1,200 2.28 3.71 4,457 405 4,052 30 1,800 1.82 2.97 5,337 608 4,729 40 2,400 1.37 2.23 5,357 811 4,546 50 3,000 1.17 1.91 5,718 1,013 4,705 60 3,600 1.15 1.87 6,745 1,216 5,529 120 7,200 0.66 1.08 7,742 2,432 5,310 180 10,800 0.48 0.78 8,445 3,648 4,797 360 21,600 0.30 0.49 10,557 7,296 3,261 720 43,200 0.19 0.31 13,372 14,592 -1,220 1,440 86,400 0.12 0.20 16,891 29,184 -12,293 System Checks Maximum Runoff Developed = 5,529 cf Total Volume Provided = 5,837 cf System Recovery Maximum Runoff = 5,529 cf Other Sources = 0 cf Percolation Volume = 5,529 cf Recovery Time = 4.5 System Summary: 24.00 ft wide x 8.00 ft deep x 76.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 5.07 cfs Velocity = 0.72 fps Number of Traps (in parallel) = 1 System OK (Excess Capacity) hours Not OK (Insufficient Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 3 Prepared By: Riley Langan Impervious Area = 24,318 sf Date: 09/28/2021 Pervious Area = 12,190 sf Project #: 120124 ΣArea = 36,508 sf ΣArea = 0.84 acres C Coefficient = 0.70 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 70.00 ft Inf Trench Depth = 8.00 ft Storage Volume of trench = 2240 cf Total Volume = 2,240 cf Infiltration Area = 700 sf Infiltration Rate = 467 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 1.82 1,094 78 1,016 15 900 2.62 1.54 1,383 117 1,266 20 1,200 2.28 1.34 1,604 156 1,449 30 1,800 1.82 1.07 1,921 233 1,687 40 2,400 1.37 0.80 1,928 311 1,617 50 3,000 1.17 0.69 2,058 389 1,669 60 3,600 1.15 0.67 2,427 467 1,961 120 7,200 0.66 0.39 2,786 933 1,853 180 10,800 0.48 0.28 3,039 1,400 1,639 360 21,600 0.30 0.18 3,799 2,800 999 720 43,200 0.19 0.11 4,813 5,600 -787 1,440 86,400 0.12 0.07 6,079 11,200 -5,121 System Checks Maximum Runoff Developed = 1,961cf Other Sources = cf Total Volume Provided = 2,240 cf System Recovery Maximum Runoff = 1,961cf Other Sources = 0 cf Percolation Volume = 1,961cf Recovery Time = 4.2 System Summary: 10.00 ft wide x 8.00 ft deep x 70.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1500-Gal 9.71sf Maximum Discharge = 1.82 cfs Velocity = 0.19 fps Number of Traps (in parallel) = 1 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 4 Prepared By: Riley Langan Impervious Area = 38,637 sf Date: 09/28/2021 Pervious Area = 12,491 sf Project #: 120124 ΣArea = 51,128 sf ΣArea = 1.17 acres C Coefficient = 0.77 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 100.00 ft Inf Trench Depth = 8.00 ft Storage Volume of trench = 3200 cf Total Volume = 3,200 cf Infiltration Area = 1,000 sf Infiltration Rate = 667 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 2.80 1,679 111 1,568 15 900 2.62 2.36 2,122 167 1,955 20 1,200 2.28 2.05 2,462 222 2,240 30 1,800 1.82 1.64 2,948 333 2,615 40 2,400 1.37 1.23 2,959 444 2,515 50 3,000 1.17 1.05 3,159 556 2,603 60 3,600 1.15 1.03 3,726 667 3,059 120 7,200 0.66 0.59 4,277 1,333 2,943 180 10,800 0.48 0.43 4,666 2,000 2,666 360 21,600 0.30 0.27 5,832 4,000 1,832 720 43,200 0.19 0.17 7,387 8,000 -613 1,440 86,400 0.12 0.11 9,331 16,000 -6,669 System Checks Maximum Runoff Developed = 3,059 cf Total Volume Provided = 3,200 cf System Recovery Maximum Runoff = 3,059 cf Other Sources = 0 cf Percolation Volume = 3,059 cf Recovery Time = 4.6 System Summary: 10.00 ft wide x 8.00 ft deep x 100.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.80 cfs Velocity = 0.40 fps Number of Traps (in parallel) = 1 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 5 Prepared By: Riley Langan Impervious Area = 35,790 sf Date: 09/28/2021 Pervious Area = 8,142 sf Project #: 120124 ΣArea = 43,932 sf ΣArea = 1.01 acres C Coefficient = 0.81 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 110.00 ft Inf Trench Depth = 7.00 ft Storage Volume of trench = 3080 cf Total Volume = 3,080 cf Infiltration Area = 1,100 sf Infiltration Rate = 733 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 2.54 1,526 122 1,404 15 900 2.62 2.14 1,929 183 1,745 20 1,200 2.28 1.86 2,238 244 1,993 30 1,800 1.82 1.49 2,680 367 2,313 40 2,400 1.37 1.12 2,689 489 2,200 50 3,000 1.17 0.96 2,871 611 2,260 60 3,600 1.15 0.94 3,386 733 2,653 120 7,200 0.66 0.54 3,887 1,467 2,420 180 10,800 0.48 0.39 4,240 2,200 2,040 360 21,600 0.30 0.25 5,300 4,400 900 720 43,200 0.19 0.16 6,714 8,800 -2,086 1,440 86,400 0.12 0.10 8,480 17,600 -9,120 System Checks Maximum Runoff Developed = 2,653 cf Total Volume Provided = 3,080 cf System Recovery Maximum Runoff = 2,653 cf Other Sources = 0 cf Percolation Volume = 2,653 cf Recovery Time = 3.6 System Summary: 10.00 ft wide x 7.00 ft deep x 110.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.54 cfs Velocity = 0.18 fps Number of Traps (in series) = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 6 Prepared By: Riley Langan Impervious Area = 18,274 sf Date: 09/28/2021 Pervious Area = 2,438 sf Project #: 120124 ΣArea = 20,712 sf ΣArea = 0.48 acres C Coefficient = 0.86 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 50.00 ft Inf Trench Depth = 7.00 ft Storage Volume of trench = 1400 cf Total Volume = 1,400 cf Infiltration Area = 500 sf Infiltration Rate = 333 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 1.27 765 56 709 15 900 2.62 1.07 966 83 883 20 1,200 2.28 0.93 1,121 111 1,010 30 1,800 1.82 0.75 1,342 167 1,176 40 2,400 1.37 0.56 1,347 222 1,125 50 3,000 1.17 0.48 1,438 278 1,160 60 3,600 1.15 0.47 1,696 333 1,363 120 7,200 0.66 0.27 1,947 667 1,280 180 10,800 0.48 0.20 2,124 1,000 1,124 360 21,600 0.30 0.12 2,655 2,000 655 720 43,200 0.19 0.08 3,363 4,000 -637 1,440 86,400 0.12 0.05 4,248 8,000 -3,752 System Checks Maximum Runoff Developed = 1,363 cf Total Volume Provided = 1,400 cf System Recovery Maximum Runoff = 1,363 cf Other Sources = 0 cf Percolation Volume = 1,363 cf Recovery Time = 4.1 System Summary: 10.00 ft wide x 7.00 ft deep x 50.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 1.27 cfs Velocity = 0.18 fps Number of Traps (in parallel) = 1 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 7 Prepared By: Riley Langan Impervious Area = 48,130 sf Date: 09/28/2021 Pervious Area = 6,585 sf Project #: 120124 ΣArea = 54,715 sf ΣArea = 1.26 acres C Coefficient = 0.86 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 11.00 ft Inf Trench Length = 100.00 ft Inf Trench Depth = 9.00 ft Storage Volume of trench = 3960 cf Total Volume = 3,960 cf Infiltration Area = 1,100 sf Infiltration Rate = 733 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 3.36 2,015 122 1,893 15 900 2.62 2.83 2,546 183 2,363 20 1,200 2.28 2.46 2,955 244 2,710 30 1,800 1.82 1.97 3,538 367 3,171 40 2,400 1.37 1.48 3,551 489 3,062 50 3,000 1.17 1.26 3,790 611 3,179 60 3,600 1.15 1.24 4,471 733 3,737 120 7,200 0.66 0.71 5,132 1,467 3,665 180 10,800 0.48 0.52 5,598 2,200 3,398 360 21,600 0.30 0.32 6,998 4,400 2,598 720 43,200 0.19 0.21 8,864 8,800 64 1,440 86,400 0.12 0.13 11,196 17,600 -6,404 System Checks Maximum Runoff Developed = 3,737 cf Total Volume Provided = 3,960 cf System Recovery Maximum Runoff = 3,737 cf Other Sources = 0 cf Percolation Volume = 3,737 cf Recovery Time = 5.1 System Summary: 11.00 ft wide x 9.00 ft deep x 100.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 3.36 cfs Velocity = 0.47 fps Number of Traps (in parallel) = 1 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 8 Prepared By: Riley Langan Impervious Area = 11,645 sf Date: 09/28/2021 Pervious Area = 4,546 sf Project #: 120124 ΣArea = 16,191 sf ΣArea = 0.37 acres C Coefficient = 0.74 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 50.00 ft Inf Trench Depth = 4.50 ft Storage Volume of trench = 900 cf Total Volume = 900 cf Infiltration Area = 500 sf Infiltration Rate = 333 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 0.85 513 56 457 15 900 2.62 0.72 648 83 565 20 1,200 2.28 0.63 752 111 641 30 1,800 1.82 0.50 900 167 734 40 2,400 1.37 0.38 904 222 681 50 3,000 1.17 0.32 965 278 687 60 3,600 1.15 0.32 1,138 333 804 120 7,200 0.66 0.18 1,306 667 639 180 10,800 0.48 0.13 1,425 1,000 425 360 21,600 0.30 0.08 1,781 2,000 -219 720 43,200 0.19 0.05 2,256 4,000 -1,744 1,440 86,400 0.12 0.03 2,850 8,000 -5,150 System Checks Maximum Runoff Developed = 804 cf Total Volume Provided = 900 cf System Recovery Maximum Runoff = 804 cf Other Sources = 0 cf Percolation Volume = 804 cf Recovery Time = 2.4 System Summary: 10.00 ft wide x 4.50 ft deep x 50.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 0.85 cfs Velocity = 0.06 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 9 Prepared By: Riley Langan Impervious Area = 27,454 sf Date: 09/28/2021 Pervious Area = 8,920 sf Project #: 120124 ΣArea = 36,374 sf ΣArea = 0.84 acres C Coefficient = 0.77 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 20.00 ft Inf Trench Length = 40.00 ft Inf Trench Depth = 7.00 ft Storage Volume of trench = 2240 cf Total Volume = 2,240 cf Infiltration Area = 800 sf Infiltration Rate = 533 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 1.99 1,194 89 1,105 15 900 2.62 1.68 1,508 133 1,375 20 1,200 2.28 1.46 1,750 178 1,572 30 1,800 1.82 1.16 2,096 267 1,829 40 2,400 1.37 0.88 2,103 356 1,748 50 3,000 1.17 0.75 2,245 444 1,801 60 3,600 1.15 0.74 2,648 533 2,115 120 7,200 0.66 0.42 3,040 1,067 1,973 180 10,800 0.48 0.31 3,316 1,600 1,716 360 21,600 0.30 0.19 4,145 3,200 945 720 43,200 0.19 0.12 5,251 6,400 -1,149 1,440 86,400 0.12 0.08 6,632 12,800 -6,168 System Checks Maximum Runoff Developed = 2,115 cf Total Volume Provided = 2,240 cf System Recovery Maximum Runoff = 2,115 cf Other Sources = 0 cf Percolation Volume = 2,115 cf Recovery Time = 4.0 System Summary: 20.00 ft wide x 7.00 ft deep x 40.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 1.99 cfs Velocity = 0.14 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 10 Prepared By: Riley Langan Impervious Area = 58,168 sf Date: 09/28/2021 Pervious Area = 7,876 sf Project #: 120124 ΣArea = 66,044 sf ΣArea = 1.52 acres C Coefficient = 0.86 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 12.00 ft Inf Trench Length = 120.00 ft Inf Trench Depth = 8.00 ft Storage Volume of trench = 4608 cf Total Volume = 4,608 cf Infiltration Area = 1,440 sf Infiltration Rate = 960 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 4.06 2,435 160 2,275 15 900 2.62 3.42 3,077 240 2,837 20 1,200 2.28 2.97 3,570 320 3,250 30 1,800 1.82 2.37 4,274 480 3,794 40 2,400 1.37 1.79 4,290 640 3,650 50 3,000 1.17 1.53 4,580 800 3,780 60 3,600 1.15 1.50 5,402 960 4,442 120 7,200 0.66 0.86 6,200 1,920 4,280 180 10,800 0.48 0.63 6,764 2,880 3,884 360 21,600 0.30 0.39 8,455 5,760 2,695 720 43,200 0.19 0.25 10,709 11,520 -811 1,440 86,400 0.12 0.16 13,528 23,040 -9,512 System Checks Maximum Runoff Developed = 4,442 cf Total Volume Provided = 4,608 cf System Recovery Maximum Runoff = 4,442 cf Other Sources = 0 cf Percolation Volume = 4,442 cf Recovery Time = 4.6 System Summary: 12.00 ft wide x 8.00 ft deep x 120.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 4.06 cfs Velocity = 0.29 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 11 Prepared By: Riley Langan Impervious Area = 58,240 sf Date: 09/28/2021 Pervious Area = 15,940 sf Project #: 120124 ΣArea = 74,180 sf ΣArea = 1.70 acres C Coefficient = 0.79 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 135.00 ft Inf Trench Depth = 9.00 ft Storage Volume of trench = 4860 cf Total Volume = 4,860 cf Infiltration Area = 1,350 sf Infiltration Rate = 900 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 4.18 2,507 150 2,357 15 900 2.62 3.52 3,168 225 2,943 20 1,200 2.28 3.06 3,675 300 3,375 30 1,800 1.82 2.44 4,401 450 3,951 40 2,400 1.37 1.84 4,417 600 3,817 50 3,000 1.17 1.57 4,715 750 3,965 60 3,600 1.15 1.54 5,561 900 4,661 120 7,200 0.66 0.89 6,384 1,800 4,584 180 10,800 0.48 0.64 6,964 2,700 4,264 360 21,600 0.30 0.40 8,705 5,400 3,305 720 43,200 0.19 0.26 11,026 10,800 226 1,440 86,400 0.12 0.16 13,928 21,600 -7,672 System Checks Maximum Runoff Developed = 4,661cf Total Volume Provided = 4,860 cf System Recovery Maximum Runoff = 4,661cf Other Sources = 0 cf Percolation Volume = 4,661cf Recovery Time = 5.2 System Summary: 10.00 ft wide x 9.00 ft deep x 135.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 4.18 cfs Velocity = 0.29 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 12 Prepared By: Riley Langan Impervious Area = 47,618 sf Date: 09/28/2021 Pervious Area = 8,985 sf Project #: 120124 ΣArea = 56,603 sf ΣArea = 1.30 acres C Coefficient = 0.83 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 115.00 ft Inf Trench Depth = 9.00 ft Storage Volume of trench = 4140 cf Total Volume = 4,140 cf Infiltration Area = 1,150 sf Infiltration Rate = 767 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 3.36 2,015 128 1,887 15 900 2.62 2.83 2,546 192 2,354 20 1,200 2.28 2.46 2,954 256 2,699 30 1,800 1.82 1.97 3,537 383 3,154 40 2,400 1.37 1.48 3,550 511 3,039 50 3,000 1.17 1.26 3,790 639 3,151 60 3,600 1.15 1.24 4,470 767 3,704 120 7,200 0.66 0.71 5,131 1,533 3,598 180 10,800 0.48 0.52 5,597 2,300 3,297 360 21,600 0.30 0.32 6,997 4,600 2,397 720 43,200 0.19 0.21 8,863 9,200 -337 1,440 86,400 0.12 0.13 11,195 18,400 -7,205 System Checks Maximum Runoff Developed = 3,704 cf Total Volume Provided = 4,140 cf System Recovery Maximum Runoff = 3,704 cf Other Sources = 0 cf Percolation Volume = 3,704 cf Recovery Time = 4.8 System Summary: 10.00 ft wide x 9.00 ft deep x 115.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 3.36 cfs Velocity = 0.24 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 13 Prepared By: Riley Langan Impervious Area = 35,752 sf Date: 09/28/2021 Pervious Area = 14,276 sf Project #: 120124 ΣArea = 50,028 sf ΣArea = 1.15 acres C Coefficient = 0.74 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 95.00 ft Inf Trench Depth = 8.00 ft Storage Volume of trench = 3040 cf Total Volume = 3,040 cf Infiltration Area = 950 sf Infiltration Rate = 633 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 2.63 1,577 106 1,472 15 900 2.62 2.21 1,993 158 1,835 20 1,200 2.28 1.93 2,313 211 2,102 30 1,800 1.82 1.54 2,769 317 2,452 40 2,400 1.37 1.16 2,779 422 2,357 50 3,000 1.17 0.99 2,967 528 2,439 60 3,600 1.15 0.97 3,499 633 2,866 120 7,200 0.66 0.56 4,017 1,267 2,750 180 10,800 0.48 0.41 4,382 1,900 2,482 360 21,600 0.30 0.25 5,477 3,800 1,677 720 43,200 0.19 0.16 6,938 7,600 -662 1,440 86,400 0.12 0.10 8,764 15,200 -6,436 System Checks Maximum Runoff Developed = 2,866 cf Total Volume Provided = 3,040 cf System Recovery Maximum Runoff = 2,866 cf Other Sources = 0 cf Percolation Volume = 2,866 cf Recovery Time = 4.5 System Summary: 10.00 ft wide x 8.00 ft deep x 95.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 2.63 cfs Velocity = 0.19 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Drainage Calculations Basin Developed Volume Seasons at Meridian - Area 14 Prepared By: Riley Langan Impervious Area = 24,064 sf Date: 09/28/2021 Pervious Area = 12,098 sf Project #: 120124 ΣArea = 36,162 sf ΣArea = 0.83 acres C Coefficient = 0.70 Drainage System Characteristics System Infiltration Rate = 8.00 in./hr Swale Top Area = - sf Swale Bottom Area = - sf Swale Depth = 0.00 ft Swale Volume = - cf Inf Trench Width = 10.00 ft Inf Trench Length = 100.00 ft Inf Trench Depth = 5.00 ft Storage Volume of trench = 2000 cf Total Volume = 2,000 cf Infiltration Area = 1,000 sf Infiltration Rate = 667 cf/hr Storage Volume Required (100-yr Storm) (based on Zone "A" IDF Curve, 100-yr Return Period) Time (min) Time (sec) Intensity (in/hr) Q dev. (cfs) V dev. (cf) V inf. (cf) Vs (cf) 10 600 3.11 1.80 1,083 111 972 15 900 2.62 1.52 1,368 167 1,202 20 1,200 2.28 1.32 1,588 222 1,366 30 1,800 1.82 1.06 1,901 333 1,568 40 2,400 1.37 0.80 1,908 444 1,464 50 3,000 1.17 0.68 2,037 556 1,482 60 3,600 1.15 0.67 2,403 667 1,736 120 7,200 0.66 0.38 2,758 1,333 1,425 180 10,800 0.48 0.28 3,009 2,000 1,009 360 21,600 0.30 0.17 3,761 4,000 -239 720 43,200 0.19 0.11 4,764 8,000 -3,236 1,440 86,400 0.12 0.07 6,017 16,000 -9,983 System Checks Maximum Runoff Developed = 1,736 cf Total Volume Provided = 2,000 cf System Recovery Maximum Runoff = 1,736 cf Other Sources = 0 cf Percolation Volume = 1,736 cf Recovery Time = 2.6 System Summary: 10.00 ft wide x 5.00 ft deep x 100.00 ft long Sand & Grease Trap: 1500-Gal 1000-Gal Trap Size 1000-Gal 7.08 sf Maximum Discharge = 1.80 cfs Velocity = 0.13 fps Number of Traps = 2 System OK (Excess Capacity) hours System OK (Excess Capacity) CD Seasons at Meridian SeepageBedSizing 120124.xlsx 12/09/21 FP-2021-0057 Steps for Peak Discharge Rate using the Rational Method calculated for post-development Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm (100-Year or 25-Year With 100-Year Flood Route) 100 4 Enter number of storage facilities (25 max) 3 Click to Show More Subbasins Subbasin 1 Subbasin 2 Subbasin 3 Subbasin 4 Subbasin 5 Subbasin 6 Subbasin 7 Subbasin 8 Subbasin 9 Subbasin 10 5 Area of Drainage Subbasin (SF or Acres) SF 12,376 1,625 Acres 0.32 6 Determine the Weighted Runoff Coefficient (C) 0.95 0.20 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avg 0.86 7 I100, TC<=60 8 i 2.58 in/hr 9 Q peak 0.72 cfs 10 V 959 ft 3 V = Ci (Tc=60)Ax3600 11 Enter Percentile Storm I (95th percentile = 0.60 in) 95th 0.60 in Enter Runoff Reduction Vol (95th Percentile=0.60-in x Area x C) V rr 599 ft 3 12 Detention: Approved Discharge Rate to Surface Waters (if applicable) cfs 13 Volume Summary Surface Storage: Basin Basin Forebay V 96 ft 3 Primary Treatment/Storage Basin V 863 ft 3 Subsurface Storage Volume Without Sediment Factor (See BMP 20 Tab) V 959 ft 3 Determine the average rainfall intensity (i) from IDF Curve based on Tc Calculate the Post-Development peak discharge (QPeak) ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Seasons at Meridian Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default 10 min Steps for Peak Discharge Rate using the Rational Method calculated for post-development Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name 2 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm (100-Year or 25-Year With 100-Year Flood Route) 100 Click to Show More Subbasins Subbasin 1 Subbasin 2 Subbasin 3 Subbasin 4 Subbasin 5 Subbasin 6 Subbasin 7 Subbasin 8 Subbasin 9 Subbasin 10 5 Area of Drainage Subbasin (SF or Acres) SF 21,006 3,574 Acres 0.56 6 Determine the Weighted Runoff Coefficient (C) 0.95 0.20 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avg 0.84 7 I100, TC<=60 8 i 2.58 in/hr 9 Qpeak 1.22 cfs 10 V 1,640 ft 3 V = Ci (Tc=60)Ax3600 11 Enter Percentile Storm I (95th percentile = 0.60 in) 95th 0.60 in Enter Runoff Reduction Vol (95th Percentile=0.60-in x Area x C) V rr 1,025 ft 3 12 Detention: Approved Discharge Rate to Surface Waters (if applicable) cfs 13 Volume Summary Surface Storage: Basin Basin Forebay V 164 ft 3 Primary Treatment/Storage Basin V 1,476 ft 3 Subsurface Storage Volume Without Sediment Factor (See BMP 20 Tab) V 1,640 ft 3 Calculate total runoff vol (V) (for sizing primary storage) Calculate Volume of Runoff Reduction Vrr Determine the average rainfall intensity (i) from IDF Curve based on Tc Calculate the Post-Development peak discharge (QPeak) ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Seasons at Meridian, Facility 2 Steps for Peak Discharge Rate using the Rational Method calculated for post-development Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name 3 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm (100-Year or 25-Year With 100-Year Flood Route) 100 Click to Show More Subbasins Subbasin 1 Subbasin 2 Subbasin 3 Subbasin 4 Subbasin 5 Subbasin 6 Subbasin 7 Subbasin 8 Subbasin 9 Subbasin 10 5 Area of Drainage Subbasin (SF or Acres) SF 22,268 7,686 Acres 0.69 6 Determine the Weighted Runoff Coefficient (C) 0.95 0.20 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avg 0.76 7 I100, TC<=60 8 i 2.58 in/hr 9 Qpeak 1.34 cfs 10 V 1,800 ft 3 V = Ci (Tc=60)Ax3600 11 Enter Percentile Storm I (95th percentile = 0.60 in) 95th 0.60 in Enter Runoff Reduction Vol (95th Percentile=0.60-in x Area x C) V rr 1,125 ft 3 12 Detention: Approved Discharge Rate to Surface Waters (if applicable) cfs 13 Volume Summary Surface Storage: Basin Basin Forebay V 180 ft 3 Primary Treatment/Storage Basin V 1,620 ft 3 Subsurface Storage Volume Without Sediment Factor (See BMP 20 Tab) V 1,800 ft 3 Calculate total runoff vol (V) (for sizing primary storage) Calculate Volume of Runoff Reduction Vrr Determine the average rainfall intensity (i) from IDF Curve based on Tc Calculate the Post-Development peak discharge (QPeak) ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Seasons at Meridian, Facility 3 Steps for Seepage Beds Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 'Q,V' 4 Weighted Runoff Coefficient C 0.86 Link to: 5 Area A (Acres) 0.32 acres 6 Approved discharge rate (if applicable) 0.00 cfs 7 Is Seepage Bed in Common Lot? No V 1,198 ft3 25% Sediment 8 Set Total Design Width of All Drain Rock W 10.0 ft 9 Set Total Design Depth of All Drain Rock D 3.3 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1.5"-2" drain rock and 3/4" Chips 11 Design Infiltration Rate (8 in/hr max) Perc 8.00 in/hr 12 Size of WQ Perf Pipe (Perf 180⁰) Dia pipe 18 in 1.8 13 Size of Overflow Perf Pipe (Perfs 360⁰), REQD if Q100>3.3 cfs in 0.0 14 Calculate Total Storage per Foot Spf 20.0 ft3/ft 15 Calculate Design Length L 0 60 ft 0 Override Value Required for Chambers 16 Variable Infiltration Window L SWL 60 ft 17 Variable Infiltration Window W SWW 10.0 ft 18 Time to Drain 2.7 hours 90% volume in 48-hours minimum OK 19 Length of WQ & Overflow Perf Pipes 60 ft 20 Perf Pipe Checks. Qperf >= Qpeak; OK where Qperf=CdxAx√(2xgxH) d 0.0313 ft Optional Storage Chambers Note: This assumes chambers are organized in a rectangular layout. 1 Type of Chambers 1-StormTech, SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width Cw 4.25 ft Installed Chamber Depth Cd 2.50 ft Installed Chamber Height Ch 7.12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45.90 ft3/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74.90 ft3/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ft2 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain #DIV/0! hours 90% volume in 48-hours minimum #DIV/0! ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Note this spreadsheet pulls information from the "Peak Q,V" tab Seasons at Meridian, Seepage Bed A G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.0, May 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Steps for Seepage Beds Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 'Q,V2' 4 Weighted Runoff Coefficient C 0.84 Link to: 5 Area A (Acres) 0.56 acres 6 Approved discharge rate (if applicable) 0.00 cfs 7 Is Seepage Bed in Common Lot? No V 2,050 ft3 25% Sediment 8 Set Total Design Width of All Drain Rock W 10.0 ft 9 Set Total Design Depth of All Drain Rock D 7.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1.5"-2" drain rock and 3/4" Chips 11 Design Infiltration Rate (8 in/hr max) Perc 8.00 in/hr 12 Size of WQ Perf Pipe (Perf 180⁰) Dia pipe 18 in 1.8 13 Size of Overflow Perf Pipe (Perfs 360⁰), REQD if Q100>3.3 cfs in 0.0 14 Calculate Total Storage per Foot Spf 34.8 ft3/ft 15 Calculate Design Length L 0 60 ft 0 Override Value Required for Chambers 16 Variable Infiltration Window L SWL 60 ft 17 Variable Infiltration Window W SWW 10.0 ft 18 Time to Drain 4.6 hours 90% volume in 48-hours minimum OK 19 Length of WQ & Overflow Perf Pipes 60 ft 20 Perf Pipe Checks. Qperf >= Qpeak; OK where Qperf=CdxAx√(2xgxH) d 0.0313 ft Optional Storage Chambers Note: This assumes chambers are organized in a rectangular layout. 1 Type of Chambers 1-StormTech, SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width Cw 4.25 ft Installed Chamber Depth Cd 2.50 ft Installed Chamber Height Ch 7.12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45.90 ft3/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74.90 ft3/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ft2 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain #DIV/0! hours 90% volume in 48-hours minimum #DIV/0! ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Note this spreadsheet pulls information from the "Peak Q,V" tab Seasons at Meridian, Seepage Bed B G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.0, May 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Steps for Seepage Beds Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 'Q,V3' 4 Weighted Runoff Coefficient C 0.76 Link to: 5 Area A (Acres) 0.69 acres 6 Approved discharge rate (if applicable) 0.00 cfs 7 Is Seepage Bed in Common Lot? No V 2,250 ft3 25% Sediment 8 Set Total Design Width of All Drain Rock W 6.0 ft 9 Set Total Design Depth of All Drain Rock D 10.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1.5"-2" drain rock and 3/4" Chips 11 Design Infiltration Rate (8 in/hr max) Perc 8.00 in/hr 12 Size of WQ Perf Pipe (Perf 180⁰) Dia pipe 18 in 1.8 13 Size of Overflow Perf Pipe (Perfs 360⁰), REQD if Q100>3.3 cfs in 0.0 14 Calculate Total Storage per Foot Spf 28.2 ft3/ft 15 Calculate Design Length L 0 80 ft 0 Override Value Required for Chambers 16 Variable Infiltration Window L SWL 80 ft 17 Variable Infiltration Window W SWW 6.0 ft 18 Time to Drain 6.3 hours 90% volume in 48-hours minimum OK 19 Length of WQ & Overflow Perf Pipes 80 ft 20 Perf Pipe Checks. Qperf >= Qpeak; OK where Qperf=CdxAx√(2xgxH) d 0.0313 ft Optional Storage Chambers Note: This assumes chambers are organized in a rectangular layout. 1 Type of Chambers 1-StormTech, SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width Cw 4.25 ft Installed Chamber Depth Cd 2.50 ft Installed Chamber Height Ch 7.12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45.90 ft3/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74.90 ft3/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ft2 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain #DIV/0! hours 90% volume in 48-hours minimum #DIV/0! ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers Note this spreadsheet pulls information from the "Peak Q,V" tab Seasons at Meridian, Seepage Bed C NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.0, May 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Steps for Sand/Grease Trap Velocity Calculation User input in yellow cells. 1 Project Name 2 Enter number of Sand/Grease Traps (25 max) 1 Vault Size Number of S/G Traps Peak Flow Q-cfs Baffle Spacing (inch) Throat width (inch) Area (ft2) Velocity 0.5 fps max. Is the Velocity ok? 1000 G 1 0.715612 20 51 7.08 0.10 YES Reference for Throat widths (inch) Boise Vault Lar-ken ADS WQU, BMP 16 1000 G 48.0 50.5 n/a 1500 G 60.0 61.5 n/a WQU1000 n/a n/a 60 WQU1500 n/a n/a 60 ACHD Calculation Sheet for Sand/Grease Traps NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Seasons at Meridian, S&G-A G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.0, May 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Steps for Sand/Grease Trap Velocity Calculation User input in yellow cells. 1 Project Name 2 Enter number of Sand/Grease Traps (25 max) 1 Vault Size Number of S/G Traps Peak Flow Q-cfs Baffle Spacing (inch) Throat width (inch) Area (ft2) Velocity 0.5 fps max. Is the Velocity ok? 1000 G 1 1.224286 20 51 7.08 0.17 YES Reference for Throat widths (inch) Boise Vault Lar-ken ADS WQU, BMP 16 1000 G 48.0 50.5 n/a 1500 G 60.0 61.5 n/a WQU1000 n/a n/a 60 WQU1500 n/a n/a 60 ACHD Calculation Sheet for Sand/Grease Traps NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Seasons at Meridian, S&G-B G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.0, May 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Steps for Sand/Grease Trap Velocity Calculation User input in yellow cells. 1 Project Name 2 Enter number of Sand/Grease Traps (25 max) 1 Vault Size Number of S/G Traps Peak Flow Q-cfs Baffle Spacing (inch) Throat width (inch) Area (ft2) Velocity 0.5 fps max. Is the Velocity ok? 1000 G 1 1.344005 20 51 7.08 0.19 YES Reference for Throat widths (inch) Boise Vault Lar-ken ADS WQU, BMP 16 1000 G 48.0 50.5 n/a 1500 G 60.0 61.5 n/a WQU1000 n/a n/a 60 WQU1500 n/a n/a 60 ACHD Calculation Sheet for Sand/Grease Traps NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer’s methodology must result in facilities that meet or exceed these calculations in order to be accepted. Seasons at Meridian, S&G-C G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.0, May 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Seasons at Meridian 2700 E. Overland Road, Meridian, ID 83642 Storm Water Management & Engineered Drainage Report Appendix C Geotechnical Report 12/09/21 FP-2021-0057 ® ® 12342567859 87 012356 7896 31 7885 31 1 ! " # $369%77 & 1 ' !(762 )!(1*3) 21 ) 21+ ,2 %--. 777&/3,1,31011% ® 12345®678®9 ® 4®®® 72®® ®12345®43®7532425® ! 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Y\ 1/31` 3 %Z31 31 1 788! _3 Z3 \ $" 3,% 3 1 23 %bYc ) 11 3 %0d 1\\b3 2 3 b3 31d233 efgehgif 12/09/21 FP-2021-0057 2 48194837 ®!"#$®%&'()"*+®,-"+® .'(/+/"*0®12® ® ® 345 .(6®7)"8'®.-(9"* .-(9"*®:-)+/*9#0®;;< =®>&'*/+"®+'®)"®?)"@"0®AB/$'®=C ® ;"®D-))"0®<>®E = 3FG5 >$)"#®H'IJ*/I")®<-*#B)$"*$#0®;;<® EK®A-B$J®L/I$-(@®L/'M®N"@® 7-/#'0®12®O= E® ® PQRSTUVWXYZYZ FYZV[ZZ\ ® 12/09/21 FP-2021-0057 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default 10 min G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.5, November 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default 10 min G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.5, November 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 Calculate total runoff vol (V) (for sizing primary storage) Calculate Volume of Runoff Reduction Vrr G:\2020\120124\CAD\Calcs and Reports\Storm\SD Report Supporting Documents\Seasons at Meridian ACHD SD Calcs 120124.xlsm Version 10.5, November 2018 9/28/2021, 9:28 AM 12/09/21 FP-2021-0057 SD CO CO MW SD MW CO MW MW MW MW MW MW MW MW MW MW MW MW MW DDD X X X X X X 2650 2651 2652 2653 2650 2651 2652 2653 2651 2652 2653 2654 2649 2655 2654 2653 2654 2653 2653 2652 2652 2651 2651 2652 2653 2653 2653 2654 R RD D D D D D X R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W G MTR SD CO CO SD SD SD SD SD SD SD SD CO CO CO SD CO SD SD CO CO MW SD MW CO MW MW MW MW MW MW MW MW MW MW MW MW MW AREA 1 46,467 sf AREA 2 90,546 sf AREA 3 36,508 sf AREA 4 51,128 sf AREA 5 43,932 sf AREA 6 20,712 sf AREA 7 54,715 sf AREA 8 16,191 sf AREA 9 36,374 sf AREA 10 66,044 sf AREA 11 74,180 sf AREA 12 56,603 sf AREA 13 50,027 sf AREA 14 36,161 sf AREA A 14,002 sf 0.321 ac AREA B 24,581 sf 0.564 ac AREA C 29,953 sf 0.688 ac ONSITE SUB-BASIN LEGEND: ACHD SUB-BASIN LEGEND: AREA 1 PERVIOUS AREA = 7,694 -SF IMPERVIOUS AREA = 38,772-SF AREA 2 PERVIOUS AREA = 20,072-SF IMPERVIOUS AREA = 70,475 -SF AREA 3 PERVIOUS AREA = 12,190 -SF IMPERVIOUS AREA = 24,318-SF AREA 4 PERVIOUS AREA = 12,491 -SF IMPERVIOUS AREA = 38,637 -SF AREA 5 PERVIOUS AREA = 8,142-SF IMPERVIOUS AREA = 35,790-SF AREA 6 PERVIOUS AREA = 2,438-SF IMPERVIOUS AREA = 18,274 -SF AREA 7 PERVIOUS AREA = 6,585-SF IMPERVIOUS AREA = 48,130-SF AREA 8 PERVIOUS AREA = 4,546-SF IMPERVIOUS AREA = 11,645 -SF AREA 9 PERVIOUS AREA = 8,920 -SF IMPERVIOUS AREA = 27,454-SF AREA 10 PERVIOUS AREA = 7,876-SF IMPERVIOUS AREA = 58,168 -SF AREA 11 PERVIOUS AREA = 15,940 -SF IMPERVIOUS AREA = 58,240-SF AREA 12 PERVIOUS AREA = 8,985-SF IMPERVIOUS AREA = 47,618 -SF AREA 13 PERVIOUS AREA = 14,276 -SF IMPERVIOUS AREA = 35,752-SF AREA 14 PERVIOUS AREA = 12,098-SF IMPERVIOUS AREA = 24,064 -SF AREA A PERVIOUS AREA = 1,625 -SF IMPERVIOUS AREA = 12,376 -SF AREA B PERVIOUS AREA = 3,574 -SF IMPERVIOUS AREA = 21,006 -SF AREA C PERVIOUS AREA = 7,686-SF IMPERVIOUS AREA = 22,268 -SF 0 Horizontal Scale: Exhibit-Storm Drainage Watershed Map 1" = 150' 150' 300' Revisions 1. Date of Issuance: Project No.: ---- 1 File Location: g:\2020\120124\cad\calcs and reports\storm\sd report supporting documents\120124 ex1.0 watershedmap.dwg Last Plotted By:riley langan Date Plotted: Wednesday, September 29 2021 at 03:21 PM App. A 09/28/2021 120124 DRAINAGE BASIN MAP 2700 E. Overland Road Boise, ID 83642 SEASONS AT MERIDIAN MORGAN HOLDINGS & STONE HILL Storm Drainage Watershed Map 12/09/21 FP-2021-0057