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2X PerkFilter'" I J <br />CARTRIDGE 2X FLOW THRU <br />TUBES, <br />FLOATABLES WEIR, t <br />INLET, f <br />SEE PLAN MEIN PRIMARY BYPASS BETWEEN <br />NOTE 3 FOR FLOW THRU TUBES. <br />LOCATION OPTIONS FLOW THRU TUBES <br />dd SPECS. INTO FILTER CHAMBER. <br />DRAIN DOWN - <br />DRAIN DOWN DEVICE. OUTLET. (VENTED) ' DEVICE. <br />SEE PLAN VIEW & NOTE 3 DETAIL A <br />FOR LOCATION OPTIONS & SPECS. INLET J BYPASS ASSEMBLY <br />ISOMETRIC VIEW & DRAIN DOWN SCALE. 1.5x <br />Notes: <br />2X TRAFFIC RATED <br />1. All steel utilized in fabrication and SOLID PLATE COVER. , CONCRETE APRON/COLLAR, <br />shall be 1/4" plate per ASTM A36. <br />TRAFFIC RATED t ; SEE NOTE B. <br />INLET GRATE. <br />2. PerkFllter" Catch basin shall be supplied <br />With traffic rated (1-120) bicycle -proof grates r <br />and solid plate cover. <br />INLET, <br />SEC NOTE 3. A — - A <br />3. Inlet pipe(s) may enter device on any of three 26.38" <br />aides of the inlet chamber. Outlet pipe may exit I o <br />on any of all four sides. All pipe is O 12" maximum. <br />_ OUTLET, (VENTED). <br />4. Inlet chamber shall be supplied with a n 1 ~ 2X PerkFllter' <br />DRAIN DOWN device designed to remove CARTRIDGE. <br />standing water between storm events. 79.13' <br />5. For depths less than the specltled minimum SEE DETAIL A. <br />contact OJdcaslle'& Stormwater Solutions for CONCRETE <br />engineering assistance. APRON/COLLAR, <br />SEE NOTE 6, <br />6. Field poured Concrete Apron / Collar required, <br />by others. Refer to PF -SCS -1000 for INLET. <br />recommended configuration. SEE NOTE 3. <br />7. PerkFifter' cartridge shall be maintained —' <br />in accordance with manufacturer <br />recommendations. DRAIN DOWN <br />DEVICE. <br />1k Treatment Flow Rates shown conform to— <br />Washington State GULD Specifications. <br />PLAN VIEW <br />2X PerkFilter' CARTRIDGE. <br />CARTRIDGE BYPASS PORT, <br />TYPICAL. <br />�� a <br />MINIMUM <br />DEPTH. <br />SEE TABULATION <br />& NOTE 5. <br />Y 76.13 — — OUTLET, (VENTED). <br />CCr'-rIAAI A <br />PerkRiter TM Oldcastlee <br />Steel Catch Basin Stormwater Solutions <br />O7921 Sourprk PIBZQ Sure 200 I LMelon, COI 90120 I Plc 909.679.9919 I oldmsOmbwwmr mm <br />-- Double Cartridge om44 wuxr de ALLFW <br />9 n9aw4,0r <br />. <br />143 <br />Kration (End Grate Configuration) PF-5C&WA-0002 NR rc EC 14EW JPR 12/2/19 SHEET 1 of 1 <br />0. <br />EXHIBIT B4 <br />TALUS STORM WATER MAINTENANCE AGREEMENT <br />`--'--���— BUILDING E DETAILS <br />ENGINEEWNOIPLANNING IDEVELOPMENT <br />A Job No.: 18190 Date: 01/19/22 Sheet: 04 of 06 <br />ATTY/AGR.2022.071/STMMA (Page 14 of 23) <br />CARTRIDGE TREATMENT TOTAL FLOW MINIMUM <br />WashingtonZ <br />- <br />SIZE <br />FLOW RATE <br />CAPACITY <br />DEPTH <br />GPM/CFS <br />CFS <br />IFEM <br />Q <br />GULD12-00' <br />13.5 10.030 <br />1.3 <br />1.80 <br />19-00- <br />20A 10-045 <br />l.3 <br />2.54 <br />' <br />STACKEp 12,00"+ 12.00" <br />27310.061 <br />1.3 <br />3.0a <br />2X TRAFFIC RATED <br />SOLID PLATE COVER, <br />ISTACKED 19.100' + 12.00' <br />34/0.070 <br />1.3 <br />3.87 <br />I <br />d <br />TRAMC RATED -- <br />CRETESS AR <br />REQUIRED, <br />INLET GRATE. <br />BY EENNOTEL <br />2X PerkFilter'" I J <br />CARTRIDGE 2X FLOW THRU <br />TUBES, <br />FLOATABLES WEIR, t <br />INLET, f <br />SEE PLAN MEIN PRIMARY BYPASS BETWEEN <br />NOTE 3 FOR FLOW THRU TUBES. <br />LOCATION OPTIONS FLOW THRU TUBES <br />dd SPECS. INTO FILTER CHAMBER. <br />DRAIN DOWN - <br />DRAIN DOWN DEVICE. OUTLET. (VENTED) ' DEVICE. <br />SEE PLAN VIEW & NOTE 3 DETAIL A <br />FOR LOCATION OPTIONS & SPECS. INLET J BYPASS ASSEMBLY <br />ISOMETRIC VIEW & DRAIN DOWN SCALE. 1.5x <br />Notes: <br />2X TRAFFIC RATED <br />1. All steel utilized in fabrication and SOLID PLATE COVER. , CONCRETE APRON/COLLAR, <br />shall be 1/4" plate per ASTM A36. <br />TRAFFIC RATED t ; SEE NOTE B. <br />INLET GRATE. <br />2. PerkFllter" Catch basin shall be supplied <br />With traffic rated (1-120) bicycle -proof grates r <br />and solid plate cover. <br />INLET, <br />SEC NOTE 3. A — - A <br />3. Inlet pipe(s) may enter device on any of three 26.38" <br />aides of the inlet chamber. Outlet pipe may exit I o <br />on any of all four sides. All pipe is O 12" maximum. <br />_ OUTLET, (VENTED). <br />4. Inlet chamber shall be supplied with a n 1 ~ 2X PerkFllter' <br />DRAIN DOWN device designed to remove CARTRIDGE. <br />standing water between storm events. 79.13' <br />5. For depths less than the specltled minimum SEE DETAIL A. <br />contact OJdcaslle'& Stormwater Solutions for CONCRETE <br />engineering assistance. APRON/COLLAR, <br />SEE NOTE 6, <br />6. Field poured Concrete Apron / Collar required, <br />by others. Refer to PF -SCS -1000 for INLET. <br />recommended configuration. SEE NOTE 3. <br />7. PerkFifter' cartridge shall be maintained —' <br />in accordance with manufacturer <br />recommendations. DRAIN DOWN <br />DEVICE. <br />1k Treatment Flow Rates shown conform to— <br />Washington State GULD Specifications. <br />PLAN VIEW <br />2X PerkFilter' CARTRIDGE. <br />CARTRIDGE BYPASS PORT, <br />TYPICAL. <br />�� a <br />MINIMUM <br />DEPTH. <br />SEE TABULATION <br />& NOTE 5. <br />Y 76.13 — — OUTLET, (VENTED). <br />CCr'-rIAAI A <br />PerkRiter TM Oldcastlee <br />Steel Catch Basin Stormwater Solutions <br />O7921 Sourprk PIBZQ Sure 200 I LMelon, COI 90120 I Plc 909.679.9919 I oldmsOmbwwmr mm <br />-- Double Cartridge om44 wuxr de ALLFW <br />9 n9aw4,0r <br />. <br />143 <br />Kration (End Grate Configuration) PF-5C&WA-0002 NR rc EC 14EW JPR 12/2/19 SHEET 1 of 1 <br />0. <br />EXHIBIT B4 <br />TALUS STORM WATER MAINTENANCE AGREEMENT <br />`--'--���— BUILDING E DETAILS <br />ENGINEEWNOIPLANNING IDEVELOPMENT <br />A Job No.: 18190 Date: 01/19/22 Sheet: 04 of 06 <br />ATTY/AGR.2022.071/STMMA (Page 14 of 23) <br />