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CT 05-12; Ocean Street Residences; REVISIONS TO STORM WATER MGMT PLAN SWMP 13-01; 2013-11-25
1?EV»3\0MS TO ^»MP 15-01 CITY OF CARLSBAD PRIORITY DEVELOPMENT PROJECT STORM WATER MANAGEMENT PLAN SWMP #13-01 FOR OCEAN STREET RESIDENCES CT 05-12, DWG476-9A ENGINEER OF WORK Submitted: Revised: DAVID WIENER - RCE #77285 - EXP. 06/30/15 PREPARED FOR: Zephyr Partners 11750 Sorrento Valley Road, Suite 130 San Diego, CA 92121 Contact: Chris Beucler Phone: (858) 558-3650 PREPARED BY: RBF Consulting 5050 Avenida Encinas, Suite 260 Carlsbad, CA 92008 Contact: David Wiener (760) 603-6252 2/22/13 4/19/13 5/31/13 6/14/13 11/25/13- Construction Change #1 Summary of Changes for Construction Change #1 Changes have been made to the previously approved SWMP resulting from revised storm drain layout and BMP locations. The changes only affect the area included in POC 1. The Water Quality and Hydromodification calculations and exhibits have been revised to show the changes to POC 1. They are attached. In addition, roof drain filters are now proposed as a new treatment BMP within the "treatment train." The roof drains filters are used to treat roof runoff in three locations where LID treatment is not feasible. After initial treatment from the roof drain filters, the flow outlets to pervious pavement for additional water quality treatment. The locations of BMP's can be seen on the BMP Map. BMP Fact Sheets are also enclosed. Ocean Street Residences - Construction Change #1 Priority Development Project - Storm Water Management Plan Page 2 jCompany Revised Figures BMP Site Plan DMA Map HMP Exhibit Ocean Street Residences - Construction Change #1 Priority Development Project - Storm Water Management Plan Company Revised Attachments Hydromodification Calculations - POC 1 BMP Fact Sheet - Roof Drain Filters o Roof Drain Filter Calculations Ocean Street Residences - Construction Change #1 Priority Development Project - Storm Water Management Plan A ^^^^^H Company HYDROMODIFICATION CALCULATIONS POCl Pre-Developed Mitigated 1,06 10E-4 10E-3 lOE-2 10E-1 1 10 F^esrcent "Time Exceeding POC 2 Pre-Developed Mitigated 0.42 10E-4 10E-3 10E-2 10E-1 F^et-cent "Time in dif-isi POC 3 Pre-Developed Mitigated 0.24 0 J 10E-3 10E-2 10E-1 F^ei-cent "Time 10 cJing CONSTRUCTION CHANGE #1 SDHM2011 PROJECT REPORT Project Name: POC l_rev Site Name: Ocean St - POC 1 Site Address: City : Report Date: 10/21/2013 Gage : OCEANSID Data Start : 10/01/1959 Data End : 09/30/2004 Precip Scale: 1.00 Version : 2013/10/17 Low Flow Threshold for POC 1 : 10 Percent of the 2 Year High Flow Threshold for POC 1: 10 year PREDEVELOPED LAND USE Name : Basin 1 Bypass: No Groundwater: No Pervious Land Use Acres C,Grass,FLAT(0-5%) .02 C,Grass,MOD(5-10%) C,Grass,STEEP(10-20 Pervious Total Impervious Land Use IMPERVIOUS-FLAT IMPERVIOUS-MOD .771 .399 1.19 Acres 0.675 0.128 Impervious Total Basin Total 0.803 1.993 Element Flows To: Surface Interflow Groundwater MITIGATED LAND USE Name : Area A Bypass: Yes Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use IMPERVIOUS-MOD Porous Pavement Impervious Total Basin Total Acres .282 0.282 Acres 0.23 0.298 0.528 0.81 Element Flows To: Surface Interflow Groundwater Name : Area B Bypass: No Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use IMPERVIOUS-FLAT Impervious Total Basin Total Acres .006 0.006 Acres 0.172 0.172 0.178 Element Flows To: Surface Interflow Groundwater Bio Swale Surface 1 Bio Swale Surface 1 Name : Bio Swale 1 Bottom Length: 2 9.00 ft. Bottom Width: 2 9.00 ft. Material thickness of first layer: 0.5 Material type for first layer: Material thickness of second layer: 1.5 Material type for second layer: Material thickness of third layer: 1.2 5 Material type for third layer: Underdrain used Underdrain Diameter (ft): 0.33 Orifice Diameter (in): 0.7 5 Offset (in): 0 Flow Through Underdrain (ac-ft): 17.989 Total Outflow (ac-ft): 18.461 Percent Through Underdrain: 97.4 4 Discharge Structure Riser Height: 0.5 ft. Riser Diameter: 24 in. Element Flows To: Outlet 1 Outlet 2 stage (ft) Bio Swale 1 Area(ac) Volume (ac- Hydraulic Table ft) Discharge(cfs) Infilt(cfs) 0 oooo 0 .0323 0 oooo 0 oooo 0 oooo 0 0431 0 0322 0 0004 0 oooo 0 oooo 0 0862 0 0320 0 0008 0 oooo 0 oooo 0 1292 0 0319 0 0011 0 oooo 0 oooo 0 1723 0 0317 0 0015 0 oooo 0 oooo 0 2154 0 0315 0 0019 0 oooo 0 oooo 0 2585 0 0314 0 0023 0 oooo 0 oooo 0 3015 0 0312 0 0027 0 oooo 0 oooo 0 3446 0 0310 0 0031 0 oooo 0 oooo 0 3877 0 0308 0 0035 0 oooo 0 oooo 0 4308 0 0307 0 0039 0 oooo 0 oooo 0 4738 0 0305 0 0043 0 oooo 0 oooo 0 5169 0 0303 0 0047 0 oooo 0 oooo 0 5600 0 0301 0 0051 0 oooo 0 oooo 0 6031 0 0300 0 0055 0 oooo 0 oooo 0 6462 0 0298 0 0060 0 oooo 0 oooo 0 6892 0 0296 0 0064 0 oooo 0 oooo 0 7323 0 0295 0 0068 0 oooo 0 oooo 0 7754 0 0293 0 0072 0 oooo 0 oooo 0 8185 0 0291 0 0077 0 oooo 0 oooo 0 8615 0 0289 0 0081 0 oooo 0 oooo 0 9046 0 0288 0 0085 0 oooo 0 oooo 0 9477 0 0286 0 0090 0 oooo 0 oooo 0 9908 0 0284 0 0094 0 oooo 0 oooo 1 0338 0 0283 0 0099 0 oooo 0 oooo 1 0769 0 0281 0 0103 0 oooo 0 oooo 1 1200 0 0279 0 0108 0 oooo 0 oooo 1 1631 0 0277 0 0113 0 oooo 0 oooo 1 2062 0 0276 0 0117 0 oooo 0 oooo 1 2492 0 0274 0 0122 0 oooo 0 oooo 1 .2923 0 0272 0 0127 0 oooo 0 oooo 1 .3354 0 0270 0 0131 0 oooo 0 oooo 1 .3785 0 0269 0 0136 0 oooo 0 oooo 1 .4215 0 0267 0 0141 0 oooo 0 oooo 1 .4646 0 .0265 0 0146 0 oooo 0 oooo 1 .5077 0 .0264 0 0151 0 oooo 0 oooo 1 .5508 0 .0262 0 0155 0 oooo 0 oooo 1 .5938 0 .0260 0 0160 0 oooo 0 oooo 1 .6369 0 .0258 0 0165 0 oooo 0 oooo 1 . 6800 0 .0257 0 0170 0 oooo 0 oooo 1 .7231 0 .0255 0 0175 0 oooo 0 oooo 1 .7662 0 .0253 0 0180 0 oooo 0 oooo 1 .8092 0 .0252 0 0185 0 oooo 0 oooo 1 .8523 0 .0250 0 0191 0 oooo 0 oooo 1 .8954 0 . 0248 0 0196 0 oooo 0 oooo 1 .9385 0 .0246 0 0201 0 oooo 0 oooo 1 .9815 0 .0245 0 0206 0 oooo 0 oooo 2 .0246 0 .0243 0 0211 0 oooo 0 oooo 2 .0677 0 . 0241 0 0216 0 oooo 0 oooo 2 .1108 0 .0240 0 0220 0 oooo 0 oooo 2 .1538 0 .0238 0 0225 0 oooo 0 oooo 2 .1969 0 .0236 0 0230 0 oooo 0 oooo 2 .2400 0 .0234 0 0235 0 oooo 0 oooo 2 .2831 0 .0233 0 0240 0 oooo 0 oooo 2 .3262 0 .0231 0 0245 0 oooo 0 oooo 2 .3692 0 .0229 0 0250 0 oooo 0 oooo 2 .4123 0 .0227 0 0255 0 oooo 0 oooo 2 .4554 0 .0226 0 0260 0 oooo 0 oooo 2 .4985 0 .0224 0 0265 0 oooo 0 oooo 2 .5415 0 .0222 0 0270 0 oooo 0 oooo 2 .5846 0 0221 0 0275 0 oooo 0 oooo 2 .6277 0 0219 0 0280 0 oooo 0 oooo 2 .6708 0 . 0217 0 0285 0 oooo 0 oooo 2 .7138 0 0215 0 0290 0 oooo 0 oooo 2 .7569 0 0214 0 0295 0 oooo 0 oooo 2 .8000 0 0212 0 0301 0 oooo 0 oooo 2 .8431 0 0210 0 0306 0 oooo 0 oooo 2 8862 0 0209 0 0311 0 oooo 0 oooo 2 9292 0 0207 0 0317 0 oooo 0 oooo 2 9723 0 0205 0 0322 0 oooo 0 oooo 3 0154 0 0203 0 0327 0 oooo 0 oooo 3 0585 0 0202 0 0333 0 oooo 0 oooo 3 1015 0 0200 0 0338 0 oooo 0 oooo 3 1446 0 0198 0 0344 0 oooo 0 oooo 3 1877 0 0197 0 0349 0 oooo 0 oooo 3 2308 0 0195 0 0355 0 oooo 0 oooo 3 2500 0 0193 0 0357 0 oooo 0 oooo Bio Swale Surface 1 Hydraulic Table Stage (ft) Area(ac) Volume(ac-ft) Discharge(cfs) To Amended(cfs) 3 2500 0 0323 0 0357 0 oooo 0 0084 3 2931 0 0325 0 0371 0 oooo 0 0084 3 3362 0 0326 0 0385 0 oooo 0 0084 3 3792 0 0328 0 0399 0 oooo 0 0084 3 4223 0 0330 0 0413 0 oooo 0 0084 3 4654 0 0331 0 0428 0 oooo 0 0084 3 5085 0 0333 0 0442 0 oooo 0 0084 Wetted Surface 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 5515 0 0335 0 0456 0 OOOO 0 OOi 34 0 OOOO 3 5946 0 0337 0 0471 0 OOOO 0 ooe H 0 OOOO 3 6377 0 0338 0 0485 0 0001 0 OOE 34 0 OOOO 3 6808 0 0340 0 0500 0 0001 0 OOE 34 0 OOOO 3 7238 0 0342 0 0515 0 0002 0 OOl 34 0 OOOO 3 7669 0 0344 0 0529 0 0002 0 OOE 34 0 oooo 3 8100 0 0345 0 0544 0 0003 0 OOE 34 0 oooo 3 8531 0 0347 0 0559 0 0003 0 OOE 34 0 oooo 3 8962 0 0349 0 0574 0 0004 0 OOE 34 0 oooo 3 9200 0 0350 0 0582 0 0005 0 OOE 34 0 oooo Name Bio Swale Surface 1 Element Flows To: Outlet 1 Bio Swale 1 Outlet 2 Name : Area C Bypass: No Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use IMPERVIOUS-FLAT Impervious Total Basin Total Acres .038 0.038 Acres 0.145 0.145 0.183 Element Flows To: Surface Interflow Bio Swale Surface 1 Bio Swale Surface 1 Groundwater Name : Bio Swale 1 Bottom Length: 27.00 ft. Bottom Width: 2 0.00 ft. Material thickness of first layer: Material type for first layer: Material thickness of second layer: Material type for second layer: Material thickness of third layer: Material type for third layer: Underdrain used Underdrain Diameter (ft): 0.33 0.5 1.5 1.25 Orifice Diameter (in): 0.75 Offset (in): 0 Flow Through Underdrain (ac-ft): 17.989 Total Outflow (ac-ft): 18.649 Percent Through Underdrain: 96.46 Discharge Structure Riser Height: 0.5 ft. Riser Diameter: 2 4 in. Element Flows To: Outlet 1 Outlet 2 Stage(ft) Bio Swale 1 Area(ac) Volume (ac- Hydraulic Table ft) Discharge(cfs) Infilt(cfs) 0 oooo 0 0245 0 oooo 0 oooo 0 oooo 0 0431 0 0244 0 0002 0 oooo 0 oooo 0 0862 0 0243 0 0005 0 oooo 0 oooo 0 1292 0 0241 0 0007 0 oooo 0 oooo 0 1723 0 0239 0 0010 0 oooo 0 oooo 0 2154 0 0238 0 0012 0 oooo 0 oooo 0 2585 0 0236 0 0015 0 oooo 0 oooo 0 3015 0 0235 0 0018 0 oooo 0 oooo 0 3446 0 0233 0 0020 0 oooo 0 oooo 0 3877 0 0231 0 0023 0 oooo 0 oooo 0 4308 0 0230 0 0025 0 oooo 0 oooo 0 4738 0 0228 0 0028 0 oooo 0 oooo 0 5169 0 0226 0 0031 0 oooo 0 oooo 0 5600 0 0225 0 0034 0 oooo 0 oooo 0 6031 0 0223 0 0037 0 oooo 0 oooo 0 6462 0 0222 0 0039 0 oooo 0 oooo 0 6892 0 0220 0 0042 0 oooo 0 oooo 0 7323 0 0218 0 0045 0 oooo 0 oooo 0 7754 0 0217 0 0048 0 oooo 0 oooo 0 8185 0 0215 0 0051 0 oooo 0 oooo 0 8615 0 0214 0 0054 0 oooo 0 oooo 0 9046 0 0212 0 0057 0 oooo 0 oooo 0 9477 0 0210 0 0060 0 oooo 0 oooo 0 9908 0 0209 0 0063 0 oooo 0 oooo 1 0338 0 0207 0 0066 0 oooo 0 oooo 1 0769 0 0206 0 0069 0 oooo 0 oooo 1 1200 0 0204 0 0073 0 oooo 0 oooo 1 1631 0 0202 0 0076 0 oooo 0 oooo 1 2062 0 0201 0 0079 0 oooo 0 oooo 1 2492 0 0199 0 0082 0 oooo 0 oooo 1 2923 0 0198 0 0086 0 oooo 0 oooo 1 3354 0 0196 0 0089 0 oooo 0 oooo 1 3785 0 0194 0 0092 0 oooo 0 oooo 1 4215 0 0193 0 0096 0 oooo 0 oooo 1 4646 0 0191 0 0099 0 oooo 0 oooo 1 5077 0 0190 0 0103 0 oooo 0 oooo 1 5508 0 0188 0 0106 0 oooo 0 oooo 1 5938 0 0186 0 0109 0 oooo 0 oooo 1 6369 0 0185 0 0113 0 oooo 0 oooo 1.6800 0 .0183 0 0117 0 oooo 0 oooo 1.7231 0 .0182 0 0120 0 oooo 0 oooo 1.7662 0 . 0180 0 0124 0 oooo 0 oooo 1.8092 0 .0178 0 0128 0 oooo 0 oooo 1.8523 0 .0177 0 0131 0 oooo 0 oooo 1.8954 0 .0175 0 0135 0 oooo 0 oooo 1.9385 0 .0174 0 0139 0 oooo 0 oooo 1.9815 0 .0172 0 0143 0 oooo 0 oooo 2.0246 0 .0170 0 0146 0 oooo 0 oooo 2 .0677 0 .0169 0 0149 0 oooo 0 oooo 2.1108 0 .0167 0 0153 0 oooo 0 oooo 2.1538 0 .0166 0 0156 0 oooo 0 oooo 2.1969 0 .0164 0 0160 0 oooo 0 oooo 2 .2400 0 .0162 0 0163 0 oooo 0 oooo 2 .2831 0 .0161 0 0167 0 oooo 0 oooo 2.3262 0 .0159 0 0171 0 oooo 0 oooo 2.3692 0 .0158 0 0174 0 oooo 0 oooo 2.4123 0 .0156 0 0178 0 oooo 0 oooo 2.4554 0 .0154 0 0182 0 oooo 0 oooo 2.4985 0 .0153 0 0185 0 oooo 0 oooo 2.5415 0 .0151 0 0189 0 oooo 0 oooo 2.5846 0 .0150 0 0193 0 oooo 0 oooo 2.6277 0 .0148 0 0197 0 oooo 0 oooo 2.6708 0 .0146 0 0201 0 oooo 0 oooo 2.7138 0 .0145 0 0204 0 oooo 0 oooo 2.7569 0 .0143 0 0208 0 oooo 0 oooo 2.8000 0 .0142 0 0212 0 oooo 0 oooo 2.8431 0 .0140 0 0216 0 oooo 0 oooo 2.8862 0 .0138 0 0220 0 oooo 0 oooo 2.9292 0 .0137 0 0224 0 oooo 0 oooo 2.9723 0 .0135 0 0228 0 oooo 0 oooo 3.0154 0 0134 0 0232 0 oooo 0 oooo 3.0585 0 .0132 0 0236 0 oooo 0 oooo 3.1015 0 .0130 0 0240 0 oooo 0 oooo 3.1446 0 .0129 0 0245 0 oooo 0 oooo 3.1877 0 .0127 0 0249 0 oooo 0 oooo 3.2308 0 0126 0 0253 0 oooo 0 oooo 3.2500 0 0124 0 0255 0 oooo 0 oooo Bio Swale Surface 1 Hydraulic Table stage (ft) Area(ac) Volume(ac-ft.) Discharge (c£s) To Amended(cfs) Wetted Surface 3.2500 0 0245 0 0255 0 oooo 0 0054 0 oooo 3.2931 0 0246 0 0265 0 oooo 0 0054 0 oooo 3.3362 0 0248 0 0276 0 oooo 0 0054 0 oooo 3.3792 0 0250 0 0287 0 oooo 0 0054 0 oooo 3.4223 0 0251 0 0297 0 oooo 0 0054 0 oooo 3.4654 0 0253 0 0308 0 oooo 0 0054 0 oooo 3.5085 0 0254 0 0319 0 oooo 0 0054 0 oooo 3.5515 0 0256 0 0330 0 oooo 0 0054 0 oooo 3.5946 0 0258 0 0341 0 oooo 0 0054 0 oooo 3.6377 0 0259 0 0352 0 0001 0 0054 0 oooo 3.6808 0 0261 0 0364 0 0001 0 0054 0 oooo 3.7238 0 0262 0 0375 0 0001 0 0054 0 oooo 3.7669 0 0264 0 0386 0 0002 0 0054 0 oooo 3.8100 0 0266 0 0398 0 0002 0 0054 0 oooo 3.8531 0 0267 0 0409 0 0002 0 0054 0 oooo 3.8962 0 0269 0 0421 0 0003 0 0054 0 oooo 3.9200 0.0270 0.0427 0.0003 0.0054 0.0000 Name : Bio Swale Surface 1 Element Flows To: Outlet 1 Outlet 2 Bio Swale 1 Name : Area D Bypass: No Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use IMPERVIOUS-FLAT Impervious Total Basin Total Acres .041 0.041 Acres 0.142 0.142 0.183 Element Flows To: Surface Interflow Bio Swale Surface 1 Bio Swale Surface 1 Groundwater Name : Bio Swale 1 Bottom Length: 35.00 ft. Bottom Width: 20.00 ft. Material thickness of first layer: 0.5 Material type for first layer: Material thickness of second layer: 1.5 Material type for second layer: Material thickness of third layer: 1.2 5 Material type for third layer: Underdrain used Underdrain Diameter (ft): 0.33 Orifice Diameter (in): 0.75 Offset (in): 0 Flow Through Underdrain (ac-ft): 17.989 Total Outflow (ac-ft): 18.335 Percent Through Underdrain: 98.11 Discharge Structure Riser Height: 0.5 ft. Riser Diameter: 24 in. Element Flows To: Outlet 1 Outlet 2 Stage (ft) Bio Swale 1 Area(ac) Volume (ac- Hydraulic ft) Dischargt Table I (cfs) Infilt(cfs) 0 oooo 0 0317 0 oooo 0 oooo 0 oooo 0 0431 0 0316 0 0003 0 oooo 0 oooo 0 0862 0 0314 0 0006 0 oooo 0 oooo 0 1292 0 0312 0 0009 0 oooo 0 oooo 0 1723 0 0310 0 0013 0 oooo 0 oooo 0 2154 0 0308 0 0016 0 oooo 0 oooo 0 2585 0 0306 0 0019 0 oooo 0 oooo 0 3015 0 0304 0 0023 0 oooo 0 oooo 0 3446 0 0302 0 0026 0 oooo 0 oooo 0 3877 0 0300 0 0030 0 oooo 0 oooo 0 4308 0 0298 0 0033 0 oooo 0 oooo 0 4738 0 0296 0 0037 0 oooo 0 oooo 0 5169 0 0294 0 0040 0 oooo 0 oooo 0 5600 0 0292 0 0044 0 oooo 0 oooo 0 6031 0 0289 0 0047 0 oooo 0 oooo 0 6462 0 0287 0 0051 0 oooo 0 oooo 0 6892 0 0285 0 0055 0 oooo 0 oooo 0 7323 0 0283 0 0058 0 oooo 0 oooo 0 7754 0 0281 0 0062 0 oooo 0 oooo 0 8185 0 0279 0 0066 0 oooo 0 oooo 0 8615 0 0277 0 0070 0 oooo 0 oooo 0 9046 0 0275 0 0074 0 oooo 0 oooo 0 9477 0 0273 0 0078 0 oooo 0 oooo 0 9908 0 0271 0 0082 0 oooo 0 oooo 1 0338 0 0269 0 0086 0 oooo 0 oooo 1 0769 0 0267 0 0090 0 oooo 0 oooo 1 1200 0 0265 0 0094 0 oooo 0 oooo 1 1631 0 0262 0 0098 0 oooo 0 oooo 1 2062 0 0260 0 0102 0 oooo 0 oooo 1 2492 0 0258 0 0107 0 oooo 0 oooo 1 2923 0 0256 0 0111 0 oooo 0 oooo 1 3354 0 0254 0 0115 0 oooo 0 oooo 1 3785 0 0252 0 0120 0 oooo 0 oooo 1 4215 0 0250 0 0124 0 oooo 0 oooo 1 4646 0 0248 0 0128 0 oooo 0 oooo 1 5077 0 0246 0 0133 0 oooo 0 oooo 1 5508 0 0244 0 0137 0 oooo 0 oooo 1 5938 0 0242 0 0142 0 oooo 0 oooo 1 6369 0 0240 0 0147 0 oooo 0 oooo 1 6800 0 0238 0 0151 0 oooo 0 oooo 1 7231 0 0235 0 0156 0 oooo 0 oooo 1 7662 0 0233 0 0161 0 oooo 0 oooo 1 8092 0 0231 0 0165 0 oooo 0 oooo 1 8523 0 0229 0 0170 0 oooo 0 oooo 1 8954 0 0227 0 0175 0 oooo 0 oooo 1 9385 0 0225 0 0180 0 oooo 0 oooo 1 9815 0 0223 0 0185 0 oooo 0 oooo 2 0246 0 0221 0 0189 0 oooo 0 oooo 2.0677 0 .0219 0 .0194 0 oooo 0 .0000 2.1108 0 .0217 0 .0198 0 oooo 0 .0000 2.1538 0 .0215 0 .0203 0 oooo 0 .0000 2.1969 0 .0213 0 .0207 0 oooo 0 .0000 2 .2400 0 .0211 0 .0212 0 oooo 0 .0000 2 .2831 0 .0208 0 .0217 0 oooo 0 .0000 2.3262 0 .0206 0 .0221 0 oooo 0 .0000 2.3692 0 .0204 0 .0226 0 oooo 0 oooo 2.4123 0 .0202 0 .0231 0 oooo 0 oooo 2.4554 0 .0200 0 .0235 0 oooo 0 oooo 2.4985 0 .0198 0 .0240 0 oooo 0 oooo 2.5415 0 .0196 0 .0245 0 oooo 0 oooo 2.5846 0 .0194 0 .0250 0 oooo 0 oooo 2.6277 0 .0192 0 .0255 0 oooo 0 oooo 2.6708 0 .0190 0 .0260 0 oooo 0 oooo 2.7138 0 .0188 0 .0265 0 oooo 0 oooo 2.7569 0 .0186 0 0270 0 oooo 0 oooo 2.8000 0 .0184 0 0275 0 oooo 0 oooo 2.8431 0 .0181 0 .0280 0 oooo 0 oooo 2.8862 0 .0179 0 0285 0 oooo 0 oooo 2.9292 0 .0177 0 0291 0 oooo 0 oooo 2.9723 0 0175 0 0296 0 oooo 0 oooo 3.0154 0 0173 0 0301 0 oooo 0 oooo 3.0585 0 0171 0 0306 0 oooo 0 oooo 3.1015 0 0169 0 0312 0 oooo 0 oooo 3.1446 0 0167 0 0317 0 oooo 0 oooo 3.1877 0 0165 0 0322 0 oooo 0 oooo 3.2308 0 0163 0 0328 0 oooo 0 oooo 3.2500 0 0161 0 0330 0 oooo 0 oooo Bio Swale Surface 1 Hydraulic Table stage (ft) Area(ac) Volume(ac--ft) Discharge(cfs) To Amended(cfs) Wetted Surface 3.2500 0 0317 0 0330 0 oooo 0 0070 0 oooo 3.2931 0 0319 0 0344 0 oooo 0 0070 0 oooo 3.3362 0 0322 0 0358 0 oooo 0 0070 0 oooo 3.3792 0 0324 0 0372 0 oooo 0 0070 0 oooo 3.4223 0 0326 0 0386 0 oooo 0 0070 0 oooo 3.4654 0 0328 0 0400 0 oooo 0 0070 0 oooo 3.5085 0 0330 0 0414 0 oooo 0 0070 0 oooo 3.5515 0 0332 0 0428 0 oooo 0 0070 0 oooo 3.5946 0 0334 0 0442 0 oooo 0 0070 0 oooo 3.6377 0 0336 0 0457 0 0001 0 0070 0 oooo 3.6808 0 0338 0 0471 0. 0001 0 0070 0 oooo 3.7238 0 0340 0 0486 0 0002 0 0070 0 oooo 3.7669 0 0342 0 0501 0. 0002 0 0070 0 oooo 3.8100 0 0344 0 0516 0. 0003 0 0070 0 oooo 3.8531 0 0346 0 0530 0. 0003 0. 0070 0 oooo 3.8962 0 0349 0 0545 0. 0003 0 0070 0 oooo 3.9200 0 0350 0 0554 0. 0004 0. 0070 0 oooo Name Bio Swale Surface 1 Element Flows To: Outlet 1 Bio Swale 1 Outlet 2 Name : Area E Bypass: No Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use IMPERVIOUS-FLAT Impervious Total Basin Total Acres .021 0.021 Acres 0.132 0.132 0.153 Element Flows To: Surface Interflow Bio Swale Surface 1 Bio Swale Surface 1 Groundwater Name : Bio Swale 1 Bottom Length: 25.00 ft. Bottom Width: 20.00 ft. Material thickness of first layer: 0.5 Material type for first layer: Material thickness of second layer: 1.5 Material type for second layer: Material thickness of third layer: 1.25 Material type for third layer: Underdrain used Underdrain Diameter (ft): 0.33 Orifice Diameter (in): 0.75 Offset (in): 0 Flow Through Underdrain (ac-ft): 17.98 9 Total Outflow (ac-ft): 18.55 Percent Through Underdrain: 96.98 Discharge Structure Riser Height: 0.5 ft. Riser Diameter: 24 in. Element Flows To: Outlet 1 Outlet 2 Bio Swale 1 Hydraulic Table stage (ft) Area(ac) Vol\ime (ac-ft) Discharge (cfs) Infilt(cf3) 0 OOOO 0 0227 0 oooo 0 oooo 0 oooo 0 0431 0 0226 0 0002 0 oooo 0 oooo 0 0862 0 0225 0 0004 0 oooo 0 oooo 0 1292 0 0223 0 0007 0 oooo 0 oooo 0 1723 0 0222 0 0009 0 oooo 0 oooo 0 2154 0 0220 0 0011 0 oooo 0 oooo 0 2585 0 0219 0 0014 0 oooo 0 oooo 0 3015 0 0217 0 0016 0 oooo 0 oooo 0 3446 0 0216 0 0019 0 oooo 0 oooo 0 3877 0 0214 0 0021 0 oooo 0 oooo 0 4308 0 0213 0 0024 0 oooo 0 oooo 0 4738 0 0211 0 0026 0 oooo 0 oooo 0 5169 0 0210 0 0029 0 oooo 0 oooo 0 5600 0 0208 0 0031 0 oooo 0 oooo 0 6031 0 0207 0 0034 0 oooo 0 oooo 0 6462 0 0205 0 0036 0 oooo 0 oooo 0 6892 0 0204 0 0039 0 oooo 0 oooo 0 7323 0 0202 0 0042 0 oooo 0 oooo 0 7754 0 0201 0 0044 0 oooo 0 oooo 0 8185 0 0199 0 0047 0 oooo 0 oooo 0 8615 0 0198 0 0050 0 oooo 0 oooo 0 9046 0 0196 0 0053 0 oooo 0 oooo 0 9477 0 0195 0 0056 0 oooo 0 oooo 0 9908 0 0193 0 0058 0 oooo 0 oooo 1 0338 0 0192 0 0061 0 oooo 0 oooo 1 0769 0 0190 0 0064 0 oooo 0 oooo 1 1200 0 0189 0 0067 0 oooo 0 oooo 1 1631 0 0187 0 0070 0 oooo 0 oooo 1 2062 0 0186 0 0073 0 oooo 0 oooo 1 2492 0 0185 0 0076 0 oooo 0 oooo 1 2923 0 0183 0 0079 0 oooo 0 oooo 1 3354 0 0182 0 0082 0 oooo 0 oooo 1 3785 0 0180 0 0085 0 oooo 0 oooo 1 4215 0 0179 0 0089 0 oooo 0 oooo 1 4646 0 0177 0 0092 0 oooo 0 oooo 1 5077 0 0176 0 0095 0 oooo 0 oooo 1 5508 0 0174 0 0098 0 oooo 0 oooo 1 5938 0 0173 0 0101 0 oooo 0 oooo 1 6369 0 0171 0 0105 0 oooo 0 oooo 1 6800 0 0170 0 0108 0 oooo 0 oooo 1 7231 0 0168 0 0111 0 oooo 0 oooo 1 7662 0 0167 0 0115 0 oooo 0 oooo 1 8092 0 0165 0 0118 0 oooo 0 oooo 1 8523 0 0164 0 0122 0 oooo 0 oooo 1 8954 0 0162 0 0125 0 oooo 0 oooo 1 9385 0 0161 0 0128 0 oooo 0 oooo 1 9815 0 0159 0 0132 0 oooo 0 oooo 2 0246 0 0158 0 0135 0 oooo 0 oooo 2 0677 0 0156 0 0138 0 oooo 0 oooo 2 1108 0 0155 0 0142 0 oooo 0 oooo 2 1538 0 0153 0 0145 0 oooo 0 oooo 2 1969 0 0152 0 0148 0 oooo 0 oooo 2 2400 0 0150 0 0151 0 oooo 0 oooo 2 2831 0 0149 0 0155 0 oooo 0 oooo 2 3262 0 0147 0 0158 0 oooo 0 oooo 2 3692 0 0146 0 0161 0 oooo 0 oooo 2 4123 0 0144 0 0165 0 oooo 0 oooo 2.4554 0 .0143 0 0168 0 oooo 0 oooo 2.4985 0 .0141 0 0172 0 oooo 0 oooo 2.5415 0 . 0140 0 0175 0 oooo 0 oooo 2.5846 0 .0139 0 0179 0 oooo 0 oooo 2.6277 0 .0137 0 0182 0 oooo 0 oooo 2.6708 0 .0136 0 0186 0 oooo 0 oooo 2.7138 0 . 0134 0 0189 0 oooo 0 oooo 2.7569 0 .0133 0 0193 0 oooo 0 oooo 2.8000 0 .0131 0 0196 0 oooo 0 oooo 2.8431 0 .0130 0 0200 0 oooo 0 oooo 2.8862 0 .0128 0 0204 0 oooo 0 oooo 2.9292 0 .0127 0 0208 0 oooo 0 oooo 2.9723 0 .0125 0 0211 0 oooo 0 oooo 3.0154 0 .0124 0 0215 0 oooo 0 oooo 3.0585 0 .0122 0 0219 0 oooo 0 oooo 3.1015 0 .0121 0 0223 0 oooo 0 oooo 3.1446 0 .0119 0 0226 0 oooo 0 oooo 3.1877 0 .0118 0 0230 0 oooo 0 oooo 3.2308 0 .0116 0 0234 0 oooo 0 oooo 3.2500 0 .0115 0 0236 0 oooo 0 oooo Bio Swale Surface 1 Hydraulic Table stage (ft) Area(ac) Volume(ac-ft) Discharge (cfs) To Amended(cfs) Wetted Surface 3.2500 0 .0227 0 0236 0 oooo 0 0050 0 oooo 3.2931 0 .0228 0 0246 0 oooo 0 0050 0 oooo 3.3362 0 .0230 0 0256 0 oooo 0 0050 0 oooo 3.3792 0 .0231 0 0265 0 oooo 0 0050 0 oooo 3.4223 0 .0233 0 0275 0 oooo 0 0050 0 oooo 3.4654 0 .0234 0 0286 0 oooo 0 0050 0 oooo 3.5085 0 .0236 0 0296 0 oooo 0 0050 0 oooo 3.5515 0 .0237 0 0306 0 oooo 0 0050 0 oooo 3.5946 0 .0239 0 0316 0 oooo 0 0050 0 oooo 3.6377 0 .0240 0 0326 0 0001 0 0050 0 oooo 3.6808 0 .0242 0 0337 0 0001 0 0050 0 oooo 3.7238 0 .0243 0 0347 0 0001 0 0050 0 oooo 3.7669 0 . 0244 0 0358 0 0001 0 0050 0 oooo 3.8100 0 .0246 0 0368 0 0002 0 0050 0 oooo 3.8531 0 .0247 0 0379 0 0002 0 0050 0 oooo 3.8962 0 . 0249 0 0390 0 0002 0 0050 0 oooo 3.9200 0 .0250 0 0396 0 0003 0 0050 0 oooo Name Bio Swale Surface 1 Element Flows To: Outlet 1 Bio Swale 1 Outlet 2 Name : Area F Bypass: Yes Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Acres .015 Pervious Total Impervious Land Use IMPERVIOUS-FLAT Porous Pavement Impervious Total Basin Total 0.015 Acres 0.006 0.053 0.059 0.074 Element Flows To: Surface Interflow Groundwater Name : Area G Bypass: Yes Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use IMPERVIOUS-FLAT Porous Pavement Impervious Total Basin Total Acres .078 0.078 Acres 0.008 0.095 0.103 0.181 Element Flows To: Surface Interflow Groundwater Name : Area H Bypass: No Groundwater: No Pervious Land Use Pervious Total Impervious Land Use Acres 0 Acres IMPERVIOUS-FLAT 0.028 Impervious Total 0.028 Basin Total 0.028 Element Flows To: Surface Interflow Groundwater F T Plante Surface 5 FT Plante Surface 5 Name : F T Planter 5 Bottom Length: 80.00 ft. Bottom Width: 100.00 ft. Material thickness of first layer: 1.5 Material type for first layer: Material thickness of second layer: 0.67 Material type for second layer: Material thickness of third layer: 0 Material type for third layer: Underdrain used Underdrain Diameter (ft): 0.33 Orifice Diameter (in): 3 Offset (in): 0 Flow Through Underdrain (ac-ft): 0.137 Total Outflow (ac-ft): 0.137 Percent Through Underdrain: 100.2 Discharge Structure Riser Height: 0.33 ft. Riser Diameter: 4 in. Element Flows To: Outlet 1 Outlet 2 F T Planter 5 Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cf3) 0 oooo 0 IE 337 0 OOOO 0 OOOO 0 oooo 0 0275 0 IE 337 0 0022 0 OOOO 0 oooo 0 0549 0 IE 337 0 0044 0 OOOO 0 oooo 0 0824 0 IE 337 0 0066 0 oooo 0 oooo 0 1099 0 IE 337 0 0088 0 oooo 0 oooo 0 1374 0 IE 337 0 0110 0 oooo 0 oooo 0 1648 0 IE 337 0 0132 0 oooo 0 oooo 0 1923 0 IE 337 0 0154 0 oooo 0 oooo 0 2198 0 IE 337 0 0176 0 oooo 0 oooo 0 2473 0 IE 337 0 0198 0 oooo 0 oooo 0 2747 0 IE 337 0 0220 0 oooo 0 oooo 0 3022 0 IE 337 0 0242 0 oooo 0 oooo 0 3297 0 IE 337 0 0264 0 oooo 0 oooo 0 3571 0 1837 0 0286 0 oooo 0 oooo 0 3846 0 1837 0 0308 0 oooo 0 oooo 0 4121 0 1837 0 0330 0 oooo 0 oooo 0 4396 0 1837 0 0352 0 oooo 0 oooo 0 4670 0 1837 0 0374 0 oooo 0 oooo 0 4945 0 1837 0 0396 0 oooo 0 oooo 0 5220 0 1837 0 0418 0 oooo 0 oooo 0 5495 0 1837 0 0440 0 oooo 0 oooo 0 5769 0 1837 0 0462 0 oooo 0 oooo 0 6044 0 1837 0 0484 0 oooo 0 oooo 0 6319 0 1837 0 0506 0 oooo 0 oooo 0 6593 0 1837 0 0528 0 oooo 0 oooo 0 6868 0 1837 0 0550 0 oooo 0 oooo 0 7143 0 1837 0 0572 0 oooo 0 oooo 0 7418 0 1837 0 0594 0 oooo 0 oooo 0 7692 0 1837 0 0616 0 oooo 0 oooo 0 7967 0 1837 0 0638 0 oooo 0 oooo 0 8242 0 1837 0 0660 0 oooo 0 oooo 0 8516 0 1837 0 0682 0 oooo 0 oooo 0 8791 0 1837 0 0704 0 oooo 0 oooo 0 9066 0 1837 0 0726 0 oooo 0 oooo 0 9341 0 1837 0 0748 0 oooo 0 oooo 0 9615 0 1837 0 0770 0 oooo 0 oooo 0 9890 0 1837 0 0792 0 oooo 0 oooo 1 0165 0 1837 0 0814 0 oooo 0 oooo 1 0440 0 1837 0 0836 0 oooo 0 oooo 1 0714 0 1837 0 0858 0 oooo 0 oooo 1 0989 0 1837 0 0880 0 oooo 0 oooo 1 1264 0 1837 0 0902 0 oooo 0 oooo 1 1538 0 1837 0 0924 0 oooo 0 oooo 1 1813 0 1837 0 0946 0 oooo 0 oooo 1 2088 0 1837 0 0968 0 oooo 0 oooo 1 2363 0 1837 0 0990 0 oooo 0 oooo 1 2637 0 1837 0 1012 0 oooo 0 oooo 1 2912 0 1837 0 1034 0 oooo 0 oooo 1 3187 0 1837 0 1056 0 oooo 0 oooo 1 3462 0 1837 0 1078 0 oooo 0 oooo 1 3736 0 1837 0 1100 0 oooo 0 oooo 1 4011 0 1837 0 1122 0 oooo 0 oooo 1 4286 0 1837 0 1144 0 oooo 0 oooo 1 4560 0 1837 0 1166 0 oooo 0 oooo 1 4835 0 1837 0 1188 0 oooo 0 oooo 1 5110 0 1837 0 1209 0 oooo 0 oooo 1 5385 0 1837 0 1230 0 oooo 0 oooo 1 5659 0 1837 0 1251 0 oooo 0 oooo 1 5934 0 1837 0 1272 0 oooo 0 oooo 1 6209 0 1837 0 1293 0 oooo 0 oooo 1 6484 0 1837 0 1314 0 oooo 0 oooo 1 6758 0 1837 0 1334 0 oooo 0 oooo 1 7033 0 1837 0 1355 0 oooo 0 oooo 1 7308 0 1837 0 1376 0 oooo 0 oooo 1 7582 0 1837 0 1397 0 oooo 0 oooo 1 7857 0 1837 0 1418 0 oooo 0 oooo 1 8132 0 1837 0 1439 0 oooo 0 oooo 1 8407 0 1837 0 1460 0 oooo 0 oooo 1 8681 0 1837 0 1481 0 oooo 0 oooo 1 8956 0 1837 0 1502 0 oooo 0 oooo 1.9231 0 .1837 0 1523 0 oooo 0 oooo 1.9505 0 .1837 0 1544 0 oooo 0 oooo 1.9780 0 .1837 0 1565 0 oooo 0 oooo 2.0055 0 . 1837 0 1586 0 oooo 0 oooo 2.0330 0 . 1837 0 1607 0 oooo 0 oooo 2 .0604 0 .1837 0 1628 0 oooo 0 oooo 2.0879 0 .1837 0 1649 0 oooo 0 oooo 2.1154 0 .1837 0 1669 0 oooo 0 oooo 2.1429 0 .1837 0 1690 0 oooo 0 oooo 2.1700 0 .1837 0 1711 0 oooo 0 oooo F T Plante Surface 5 Hydraulic Table Stage (ft) Area(ac) Volume(ac-ft) Discharge (cfs) To Amended(cfs) Wetted Surface 2.1700 0 .1837 0 1711 0 oooo 0 0962 0 oooo 2.1975 0 .1837 0 1762 0 oooo 0 0962 0 oooo 2.2249 0 .1837 0 1812 0 oooo 0 0962 0 oooo 2.2524 0 .1837 0 1862 0 oooo 0 0962 0 oooo 2.2799 0 .1837 0 1913 0 oooo 0 0962 0 oooo 2.3074 0 .1837 0 1963 0 oooo 0 0962 0 oooo 2.3348 0 .1837 0 2014 0 oooo 0 0962 0 oooo 2.3623 0 .1837 0 2064 0 oooo 0 0962 0 oooo 2.3898 0 .1837 0 2115 0 oooo 0 0962 0 oooo 2.4173 0 .1837 0 2165 0 oooo 0 0962 0 oooo 2.4447 0 .1837 0 2216 0 oooo 0 0962 0 oooo 2.4722 0 .1837 0 2266 0 oooo 0 0962 0 oooo 2.4997 0 .1837 0 2317 0 oooo 0 0962 0 oooo 2.5000 0 .1837 0 2317 0 oooo 0 0962 0 oooo Name F T Plante Surface 5 Element Flows To: Outlet 1 F T Planter 5 Outlet 2 Name : Area I Bypass: No Groundwater: No Pervious Land Use Pervious Total Impervious Land Use IMPERVIOUS-FLAT Impervious Total Basin Total Acres 0 Acres 0.021 0.021 0.021 Element Flows To: Surface F T Plante Surface 5 Interflow F T Plante Surface 5 Groundwater Name : F T Planter 5 Bottom Length: 14 0.00 ft. Bottom Width: 10.00 ft. Material thickness of first layer: 1.5 Material type for first layer: Material thickness of second layer: 0.67 Material type for second layer: Material thickness of third layer: 0 Material type for third layer: Underdrain used Underdrain Diameter (ft): 0.33 Orifice Diameter (in): 3 Offset (in): 0 Flow Through Underdrain (ac-ft): 0.137 Total Outflow (ac-ft): 0.137 Percent Through Underdrain: 100.2 Discharge Structure Riser Height: 0.33 ft. Riser Diameter: 4 in. Element Flows To: Outlet 1 Outlet 2 Stage (ft) F T Planter Area (ac) Volume (ac- 5 Hydraulic Table ft) Discharge(cfs) Infilt(cfs) 0 oooo 0 0321 0 oooo 0 oooo 0 oooo 0 0275 0 0321 0 0004 0 oooo 0 oooo 0 0549 0 0321 0 0008 0 oooo 0 oooo 0 0824 0 0321 0 0012 0 oooo 0 oooo 0 1099 0 0321 0 0015 0 oooo 0 oooo 0 1374 0 0321 0 0019 0 oooo 0 oooo 0 1648 0 0321 0 0023 0 oooo 0 oooo 0 1923 0 0321 0 0027 0 oooo 0 oooo 0 2198 0 0321 0 0031 0 oooo 0 oooo 0 2473 0 0321 0 0035 0 oooo 0 oooo 0 2747 0 0321 0 0038 0 oooo 0 oooo 0 3022 0 0321 0 0042 0 oooo 0 oooo 0 3297 0 0321 0 0046 0 oooo 0 oooo 0 3571 0 0321 0 0050 0 oooo 0 oooo 0 3846 0 0321 0 0054 0 oooo 0 oooo 0 4121 0 0321 0 0058 0 oooo 0 oooo 0 4396 0 0321 0 0062 0 oooo 0 oooo 0 4670 0 0321 0 0065 0 oooo 0 oooo 0 4945 0 0321 0 0069 0 oooo 0 oooo 0 5220 0 0321 0 0073 0 oooo 0 oooo 0 5495 0 0321 0 0077 0 oooo 0 oooo 0 5769 0 0321 0 0081 0 oooo 0 oooo 0 6044 0 0321 0 0085 0 oooo 0 oooo 0 6319 0 0321 0 0089 0 oooo 0 oooo 0 6593 0 0321 0 0092 0 oooo 0 oooo 0 6868 0 0321 0 0096 0 oooo 0 oooo 0 7143 0 0321 0 0100 0 oooo 0 oooo 0 7418 0 0321 0 0104 0 oooo 0 oooo 0 7692 0 0321 0 0108 0 oooo 0 oooo 0 7967 0 0321 0 0112 0 oooo 0 oooo 0 8242 0 0321 0 0115 0 oooo 0 oooo 0 8516 0 0321 0 0119 0 oooo 0 oooo 0 8791 0 0321 0 0123 0 oooo 0 oooo 0 9066 0 0321 0 0127 0 oooo 0 oooo 0 9341 0 0321 0 0131 0 oooo 0 oooo 0 9615 0 0321 0 0135 0 oooo 0 oooo 0 9890 0 0321 0 0139 0 oooo 0 oooo 1 0165 0 0321 0 0142 0 oooo 0 oooo 1 0440 0 0321 0 0146 0 oooo 0 oooo 1 0714 0 0321 0 0150 0 oooo 0 oooo 1 0989 0 0321 0 0154 0 oooo 0 oooo 1 1264 0 0321 0 0158 0 oooo 0 oooo 1 1538 0 0321 0 0162 0 oooo 0 oooo 1 1813 0 0321 0 0166 0 oooo 0 oooo 1 2088 0 0321 0 0169 0 oooo 0 oooo 1 2363 0 0321 0 0173 0 oooo 0 oooo 1 2637 0 0321 0 0177 0 oooo 0 oooo 1 2912 0 0321 0 0181 0 oooo 0 oooo 1 3187 0 0321 0 0185 0 oooo 0 oooo 1 3462 0 0321 0 0189 0 oooo 0 oooo 1 3736 0 0321 0 0192 0 oooo 0 oooo 1 4011 0 0321 0 0196 0 oooo 0 oooo 1 4286 0 0321 0 0200 0 oooo 0 oooo 1 4560 0 0321 0 0204 0 oooo 0 oooo 1 4835 0 0321 0 0208 0 oooo 0 oooo 1 5110 0 0321 0 0212 0 oooo 0 oooo 1 5385 0 0321 0 0215 0 oooo 0 oooo 1 5659 0 0321 0 0219 0 oooo 0 oooo 1 5934 0 0321 0 0223 0 oooo 0 oooo 1 6209 0 0321 0 0226 0 oooo 0 oooo 1 6484 0 0321 0 0230 0 oooo 0 oooo 1 6758 0 0321 0 0234 0 oooo 0 oooo 1 7033 0 0321 0 0237 0 oooo 0 oooo 1 7308 0 0321 0 0241 0 oooo 0 oooo 1 7582 0 0321 0 0245 0 oooo 0 oooo 1 7857 0 0321 0 0248 0 oooo 0 oooo 1 8132 0 0321 0 0252 0 oooo 0 oooo 1 8407 0 0321 0 0256 0 oooo 0 oooo 1 8681 0 0321 0 0259 0 oooo 0 oooo 1 8956 0 0321 0 0263 0 oooo 0 oooo 1 9231 0 0321 0 0267 0 oooo 0 oooo 1 9505 0 0321 0 0270 0 oooo 0 oooo 1 9780 0 0321 0 0274 0 oooo 0 oooo 2 0055 0 0321 0 0278 0 oooo 0 oooo 2 0330 0 0321 0 0281 0 oooo 0 oooo 2 0604 0 0321 0 0285 0 oooo 0 oooo 2 0879 0 0321 0 0288 0 oooo 0 oooo 2 1154 0 0321 0 0292 0 oooo 0 oooo 2 1429 0 0321 0 0296 0 oooo 0 oooo 2 1700 0 0321 0 0299 0 oooo 0 oooo stage (ft) F T Plante Surface 5 Hydraulic Table Area(ac) Vol\ime (ac-ft) Discharge (cfs) To Amended (cfs) Wetted Surface 2 1700 0 0321 0 0299 0 OOOO 0 0168 0 OOOO 2 1975 0 0321 0 0308 0 OOOO 0 0168 0 OOOO 2 2249 0 0321 0 0317 0 OOOO 0 0168 0 oooo 2 2524 0 0321 0 0326 0 oooo 0 0168 0 OOOO 2 2799 0 0321 0 0335 0 oooo 0 0168 0 oooo 2 3074 0 0321 0 0344 0 oooo 0 0168 0 OOOO 2 3348 0 0321 0 0352 0 oooo 0 0168 0 oooo 2 3623 0 0321 0 0361 0 oooo 0 0168 0 OOOO 2 3898 0 0321 0 0370 0 oooo 0 0168 0 oooo 2 4173 0 0321 0 0379 0 oooo 0 0168 0 OOOO 2 4447 0 0321 0 0388 0 oooo 0 0168 0 oooo 2 4722 0 0321 0 0397 0 oooo 0 0168 0 oooo 2 4997 0 0321 0 0405 0 oooo 0 0168 0 oooo 2 5000 0 0321 0 0406 0 oooo 0 0168 0 oooo Name : F T Plante Surface 5 Element Flows To: Outlet 1 F T Planter 5 Outlet 2 Name : Area Q Bypass: Yes Groundwater: No Pervious Land Use C,Grass,FLAT(0-5%) Pervious Total Impervious Land Use Impervious Total Basin Total Acres .007 0.007 Acres 0 0.007 Element Flows To: Surface Interflow Groundwa ter Name : Area R Bypass: Yes Groundwater: No Pervious Land Use Acres C,Grass,FLAT(0-5%) .022 Pervious Total 0.022 Impervious Land Use Acres Impervious Total 0 Basin Total 0.022 Element Flows To: Surface Interflow Groundwater ANALYSIS RESULTS Predeveloped Landuse Totals for POC #1 Total Pervious Area:1.19 Total Impervious Area:0.803 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.51 Total Impervious Area:1.33 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.571689 5 year 0.895293 10 year 1.062357 25 year 1.259113 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.423532 5 year 0.618815 10 year 0.807628 25 year 0.946986 POC #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pas 0 0572 2147 2037 94 Pass 0 0673 1916 1607 83 Pass 0 0775 1411 1262 89 Pass 0 .0876 1109 1030 92 Pass 0 0978 942 863 91 Pass 0 1079 828 754 91 Pass 0 1181 751 666 88 Pass 0 1282 682 569 83 Pass 0 .1384 635 473 74 Pass 0 .1485 555 401 72 Pass 0 .1587 456 343 75 Pass 0 .1689 414 317 76 Pass 0 .1790 372 275 73 Pass 0 .1892 347 244 70 Pass 0 .1993 325 215 66 Pass 0 .2095 303 190 62 Pass 0 .2196 277 179 64 Pass 0 .2298 249 158 63 Pass 0 .2399 222 145 65 Pass 0 .2501 205 137 66 Pass 0 2602 193 118 61 Pass 0 2704 182 105 57 Pass 0 2805 169 89 52 Pass 0 2907 162 85 52 Pass 0 3009 150 77 51 Pass 0 3110 135 74 54 Pass 0 3212 128 69 53 Pass 0 3313 117 61 52 Pass 0 3415 112 58 51 Pass 0 3516 106 52 49 Pass 0 3618 101 48 47 Pass 0 3719 96 43 44 Pass 0 3821 95 41 43 Pass 0 3922 88 36 40 Pass 0 4024 83 34 40 Pass 0 4125 76 33 43 Pass 0 4227 73 31 42 Pass 0 4328 70 28 40 Pass 0 4430 69 26 37 Pass 0 4532 62 24 38 Pass 0 4633 57 23 40 Pass 0 4735 54 21 38 Pass 0 4836 53 19 35 Pass 0 4938 52 19 36 Pass 0 5039 49 17 34 Pass 0 5141 42 16 38 Pass 0 5242 41 15 36 Pass 0 5344 39 15 38 Pass 0 5445 35 15 42 Pass 0 5547 34 15 44 Pass 0 5648 34 15 44 Pass 0 5750 31 12 38 Pass 0 5851 30 11 36 Pass 0 5953 28 11 39 Pass 0 6055 27 11 40 Pass 0 6156 26 11 42 Pass 0 6258 25 11 44 Pass 0 6359 24 10 41 Pass 0 6461 23 10 43 Pass 0 6562 23 10 43 Pass 0 6664 22 9 40 Pass 0 6765 22 9 40 Pass 0 6867 20 7 35 Pass 0 6968 20 6 30 Pass 0 7070 19 6 31 Pass 0 7171 19 6 31 Pass 0 7273 19 6 31 Pass 0 7374 19 6 31 Pass 0 7476 19 6 31 Pass 0 7578 18 6 33 Pass 0 7679 18 6 33 Pass 0 7781 18 5 27 Pass 0 7882 18 5 27 Pass 0 7984 17 5 29 Pass 0 8085 16 3 18 Pass 0 8187 15 3 20 Pass 0 8288 14 3 21 Pass 0 8390 12 3 25 Pass 0 8491 11 3 27 Pass 0 8593 10 3 30 Pass 0 8694 10 3 30 Pass 0 8796 9 2 22 Pass 0 8897 9 2 22 Pass 0 8999 9 2 22 Pass 0 9101 9 2 22 Pass 0 9202 8 2 25 Pass 0 9304 8 2 25 Pass 0 9405 8 2 25 Pass 0 9507 8 2 25 Pass 0 9608 7 2 28 Pass 0 9710 7 2 28 Pass 0 9811 7 1 14 Pass 0 9913 7 1 14 Pass 1 0014 6 1 16 Pass 1. 0116 6 1 16 Pass 1. 0217 6 1 16 Pass 1. 0319 6 1 16 Pass 1. 0421 5 1 20 Pass 1. 0522 5 1 20 Pass 1. 0624 4 1 25 Pass Drawdown Time Results Perlnd and Implnd Changes No changes have been made. This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. BMP FACT SHEETS CONSULTING JOB NAME JOB NO. (^r.^<t!f7 f SHEET NO. / „ OF ' DESIGNED DATE CHECKED BY DATE 2jSlC? S^^ Qptr OMA M^p - 4r^^ 'T') IHE] I I I Downspout F/7ter / PROVEN STORMWATER TREATMENT TE TECHNOLOGY 1^ CLEAN <jJJ]^jir ENVIRONMENTAL SERVICES. INC. Advantages • 5 Year Warranty • No Nets or Geofabrics • Sleek Inline Design • High Treatment Flow Rate • High Bypass Flow Rate • Low Cost Perfprrnance • 93% Removal of TSS • 87% Removal of Hydrocarbons • Effective at Removing Metals, Nutrients and Bacteria (Media Type) Spec/f/cat/pns Model # Inlet ID (dia., in.) Filter OD (dia., in.) Storage Cap. (cu.ft.) Filtered Flow (gpm) Bypass Flow (gpm) ;C-DF4 4 6.625 0.09 249 566 BGDF6 6 8.625 0.21 509 1006 BC-DF8 8 8.625 0.21 1006 BC-DFIO 10 12.75 0.77 1145 2264 BC-DF12 12 12.75 0.77 1 145 2264 I I DownsDout F/7ter PROVEN STORMWATER TREATMENT TECHNOLOGY Operation 'Water Flow Path Adapters Powder Coated Filter Housing Stainless Steel Filter Cartridge BioSorb Hydro- Carbon Boom Jt b t .[^ • » • • • • • Bypass Flow Path Treatment Flow Path High Flow Bypass Maintenance Handles (for easy removal •#40 Mesh Stainless Steel Screen (Wraps Around Cartridge) (Additional Filter IVledia Available) Application Approvals Easily Adapts to Square or Rectangle Downspouts • Commercial • Residentail • Parking Structures • Mixed Use Fits Inline with Iron, Steel or Plastic Pipe lAPMO Testing & Approval Listing Installation & M^jnten^^ See our Website for Installation & Maintenance Manuals at www.BioCleanEnvironmental.com 2972 San Luis Rey Rd Oceanside, CA 92058 p 760.433.7640 f 760.433.3176 www.BioCleanEnvironmental.com Bf^ CLEAN INSTALLATION MANUAL Bio Clean DOWNSPOUT FILTER ll||~HIIIII BioCleon DOWN SPOUT FILTER 11111111111111111111111 IB !• 11 i 11 FILTER INSERT lillllllU~irTT iiiiiiiiiiimiiiiiiiiiifl~i|iii J 1 II • , mil EXISTING PIPE . LISTED ADAPTER/ REDUCER FILTER HOUSING BYPASS HANDLE BloSorb HYDRDCARBDN BDDM (IF REQUIRED) ^ LISTED ADAPTER/ REDUCER EXISTING PIPE DETAIL OF PARTS TOOLS AND EQUIPMENT NEEDED: 1. Medium size flat screw driver 2. Gas powered demo or cut-off saw with abrasive blade and pipe wrap 3. Permanent marker 4. Anchor strap by others BfJi CLEAN ^Bjlm ENVIRONMENTAL SERVICES. INC. P.O. BOX 869, Oceanside, Ca. 92049 (760) 433-7640 Fax (760) 433-3176 www.blocleanenvironmental.net Downspout filter comes pre-assembled. Adapts to 4", 6", or 8" downspouts. NOTES 1. The device shall be sized according to the nominal size of the interconnecting drainage system. At no time shall the entrance size be larger than the exit size. 2. The device shall be installed in an accessible location to provide for means of repair and maintenance 3. The device shall be installed using approved adapters or couplings to attach the device to the downspout or drainage pipe. PAGE 1 OF 6 STAFUING INSTALLATION - CUTTING OUT PIPE SECTION STEP 1. INSTAU. ANCHOR STRAP BY OTHERS 6 INCHES ABOVE WERE PIPE ma BE CUT CUT-OFF SAW STEP 2. INSTAU. ANOIOR STRAP BY OTHERS 6 INCHES BELOW WHERE PIPE WIU BE CUT EXISTING BUILDING CEILING BEFORE STARTING CHOOSE DESIRED INSTAU LOCATION. (INSTALL HEIGHT WIIU VARY DEPENDING ON EXISTING CONDITIONS.) STEP J. UARK UPPER CUT UNE USE GAS POWERED DEMO OR CUT-OFF SAW TO CUT PIPE. (SAW CUTS SHOUU) BE PERPENDICULAR TO PIPE) STEP 4. UARK LOWER CUT UNE 18' BELOW UPPER CUT UNE USE GAS POWERED DEUO OR CUT-OFF SAW TO CUT OUT PIPE ACTION. TO SUB DRAIN NOTES BIA CLEAN ^^^m iNVmOHMlNJAl UHVICti.lN< PX>. BOX 809; OoewNids^ Ca 92048 C760)433-7640 Fw(780)433-3176 wmf NnrhwiiiiiwtnfMmmlil nrt I Tfie device shall be sized according to ttie nominal size of the interconnecting drainage system. At no time stiall the entrance size be larger than the exit size. 2. The device shall be installed in an accessible location to provide for means of repair and maintenance. 3. The device shall be installed using approved adapters or couplings to attach the device to the downspout or drainage pipe. PAGE 2 OF 6 STEP S. DRAW A UNE AROUIND THE TOP PIPE 2' UP FROU CUT WITH A PERMANENT MARKER EXISTING BUILDING (miNG STEPS REMOVE PIPE SECTION. STEP 7. DRAW A UNE ARtXJIND THE PIPE 2' DOWN FROM CUT WITH A PERMANENT MARKBi FLOOR v> PREPAFIING LISTED REDUCERS/ADAPTERS BIA CLEAN ^^^^r tNVlHONMfNJAl itnVlCti. INC P.O. BOX 809, OomnU^ Ca. 92049 (700)433-7040 FM (700) 433-3170 iwwif.blocle«neiw^oninent«lnrt STEP 8. PLACE BAND CLAMPS OVER SMAU AND LARGE ENDS OF USTED REDUCER/ADAPTER PLACE BAND CLAMPS OVER SMAU AND LARGE ENDS OF USTED REDUCER/ADAPTER PAGE 3 OF 6 INSTALUNG DOWNSPOUT FILTER STEP 10. SLIP LISTED REDUCER/ADAPTER OVER BOTTOM PIPE INTO TEMPORARY P05IV0N SO AS TO ALLOW ROOM [ F(^ DOWNSPOUT HLTER TO BE INSERTED. STEP 9. SLIP USTED REDUCER/ADAPTER OVER TOP PIPE INTO TEMPORARY POSITION so AS TO ALLOW ROOM FOR DOWNSPOUT HLTER TO BE INSERTED. I ^^^^ BioClean DOWN SPOUT FILTER HANDLE FOR EASY INSTALLATION STEP 11. POSITION DOWNSPOUT FILTER BETWEEN PIPES. STEP 12. SUDE USTED REDUCER/ADAPTER UP ON TO DOWNSPOUT HLTER UNTIL BOTTOM OF USTED REDUCER/ ADAPTER IS AUGNED WITH THE 2' MARK STEP 13. MOVE DOWNSPOUT FILTER DOWN ON TO USTED REDUCER/ ADAPTER UNTIL BOTTOM OF HLTER IS SEATED IN THE BOTTOM OF THE USTED REDUCER/ADAPTER. BioClean DOWN SPOUT FILTER STEP 15. SLIDE LISTED REDUCER/ADAPTER ON TO DOWNSPOUT HLTER UNTIL TOP OF REDUCER IS ALIGNED WITH THE 2" MARK ON THE PIPE STEP 16. SECURE BY TIGHTENING BOTH CLAMPS WITH SCREWDRIVER STEP 14. SECURE BY TIGHTENING BOTH CLAMPS WITH SCREWDRIVER PAGE 4 OF 6 TYIPICAL DOWNSPOUT FILTER INSTALLED (FOR EXAMPLE, INSIDE PARKING STRUCTURE) EXISTING BUIU}ING PIPE CEUJNG BioClecm DOWN SPOUT RLTER HLTER INSTAUED PIPE DOWNSPOUT PIPE ^ FLOOR \> • TO SUB DRAIN v> NOTES Bl A CLEAN PJO. BOX 8091 OotmMt, Cn 92049 (700)433-7040 FW (700) 433-3170 1. The device shall be sized according to the nominal size of the interconnecting drainage system. At no time shall the entrance size be larger than the exit size. 2. The device shall be installed in an accessible location to provide for means of repair and maintenance. 3. The device sholl be installed using approved adapters or couplings to attach the device to the downspout or drainage pipe. PAGE 5 OF 6 APPROPRIATE RLTER POSITIONING FILTER CENTERED BETWEEN PIPES WITH EVEN GAPS ON TOP AND BOTTOM PIPE iiiiiiiiiiiiiiiiiiiiiiiii 2" MARK- CO END OF PIPE PIPE lllll~IIIIIITTTn 15. 16' ^1^ I BioClean DOWN SPOUT FILTER END OF FILTERS H 2" MARK-II IIHIIl Mlll_ 1 END OF FILTER- END OF PIPE BioClean DOWN SPOUT FILTER v iiiiiliiii~iCiI PIPE PIPE BIA CLEAN f^^^r INVmONMlNlAX itKVlCit. INC PJO BOX 8891 OoawMida^ CiL 92049 (700)433-7040 Fta (700) 433-3170 iDwwialocltnunfroniiwnltlnrt NOTES 1. The device shall be sized according to the nominal size of the interconnecting drainage system. At no time shall the entrance size be larger than the exit size. 2. The device shall be installed in an accessible location to provide for means of repair and maintenance. 3. The device shall be installed using approved adapters or couplings to attach the device to the downspout or drainage pipe. PAGE 6 OF 6