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a <br />Z <br />LD <br />0 <br />FLOATABLES WEIR. j <br />i` <br />PRIMARY BYPASS <br />BETWEEN FLOW THRU �t <br />TUBE';. <br />FLOW THRU TURES <br />INTO FILTER CHAMML <br />1 <br />PERFORATED DRAIN -DOWN <br />FEED-THRU. y( FLOW THRU <br />RISES PER ASSEMBLY. <br />DETAIL A <br />INLET WEIR/BYPASS ASSEIMY <br />• DRAIN -DOWN. <br />SCALE.' NONE <br />Our M"Mu. ^� <br />SEE NOTE 3. <br />f <br />4, INLET.WER/MPABS <br />..J�_ � ASSF2191Y, <br />21 &38.00' BOLTED a GASIKETED ACCESS COVERS. <br />RISERS A SUB T&O IMPRESSIONS AS REQUIRED. <br />FIELD POURED CONCRETE COLLAR REOUIREO, I <br />BY OTHERS. BORE NOTE 2 <br />Washington <br />ULD* <br />SEE 01MA A. <br />INLET WO <br />018' MNOTIE 3: <br />SEE NOTE ]. <br />MINIMUM DEPTH <br />- RIM TO OUTLET INVERT <br />CARMDGE WrACK CONMURATK]N <br />12' <br />I 15' 12' + 12' 12' + 16' <br />426 <br />6.00 5,82 6,62' <br />[510n <br />1 MD.00'1 p1.OD"l [60.00 <br />1 1 <br />75' [9.00"] <br />PQiI! FILTER- CARTRIDGE/STACKS. <br />CARTRIDGE BYPASS PORE. <br />I ' <br />.5O' JISDOJ TYPICAL <br />WALL NESS. <br />&18- M7LIMUM. <br />l SEE NOTE 3. <br />A <br />5.DD' <br />[50.00'7 <br />F <br />J. VEAIIID OUTLET <br />HOOD. <br />�L L., .` M15EE H. <br />✓k NOTE 8. <br />L 71r: <br />. TREATED OUTLETS. <br />ORA1N-DAWN DEVICE. -'r CONCRETE PALM FLOOR. <br />SEE NOTE 4. <br />SECTION A -A <br />618' MAIMUM. <br />SEE NOTE 3. <br />7Te Treatment Flow Rates shown conform to Washington State GOLD Specifications. <br />7 Perk Filter TM 10l�Idc�stleo <br />` 4' Wide Concrete Vault Stormwater Sofubons <br />•��l II�� <br />} [3'/ 7pT1 S&RIOIpWk PY��Bv/4200I1htl&lpn,CdIIO17O Ph 800879B81R}Ol.�m <br />Washington State GUiDLowINA,, "mom13� WWA o� �,Kova �,4 _, <br />sur, Three to Seven Carfndges /Stacks I111111a N11 pF-V-4-WA4= D c JP R 1013/14 'PR 3/2/11 SHEET 2 OF 2 <br />EXHIBIT B2 <br />TALUS STORM WATER MAINTENANCE AGREEMENT <br />W (D <br />`--- '- �-a- BUILDING C DETAILS <br />F ENGINEERINO I PLANNING I DEVELOPMENT <br />Job No.: 18190 Date: 01/19/22 Sheet: 02 of 04 <br />ATTY/AGR.2022.073/STMMA (Page 12 of 21) <br />4' VAULT <br />TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS <br />A CARTRIDGE STACK CONFIG"TKON <br />�G+ARITROGE owAENsoN 12' 10' 12.8 12' 12' 81 18' <br />STACK -LENGTH- TREATMENT TUTAL FLOW TREATMENT TWX ROW TREATMENT 'TOTAL FLAW TRIATWINT I TOTAL PLAW <br />QUANTITY ROW RATE CAPACITY PLOW RATE C1PAC11Y FLOW RATE CAPACITY RDW RATE CAPA " <br />(n+M T) (GPM I CFS) (CFS) (G I 0F3) (CFS) (GPM I CFS) (CFO) (QPM 1 CFS) (CFO <br />3 <br />7 <br />20.4/0,046 219 <br />30.610.065 4.7 <br />40.5/0.091 5.0 <br />61.0/0.1M 6.7 <br />4 <br />B <br />27110.061 2.9 <br />40.810.091 4.4 <br />44.410.121 &0 <br />88-0/0-1621 6.5 <br />6 <br />9 <br />94.010.076 2.9 <br />51.0 / 0.114 4.4 <br />55.D / 0.152 5.1 <br />65.0 / 0.190 6.s <br />6 <br />11 <br />40.510.001 3.0 <br />61.2 / 0.136 4.6111.610A412; <br />5.1 <br />102.0 / 0227 6.9 <br />7 <br />11 <br />47.010.106 3.0 <br />71.410.1 4 5 <br />86210.212 62 <br />119.010.246 7.0 <br />MAMMUM HEAD L096 <br />1.T FEET <br />2.3 FEET <br />2.9 FEET <br />3:6 FEET <br />618' MAIMUM. <br />SEE NOTE 3. <br />7Te Treatment Flow Rates shown conform to Washington State GOLD Specifications. <br />7 Perk Filter TM 10l�Idc�stleo <br />` 4' Wide Concrete Vault Stormwater Sofubons <br />•��l II�� <br />} [3'/ 7pT1 S&RIOIpWk PY��Bv/4200I1htl&lpn,CdIIO17O Ph 800879B81R}Ol.�m <br />Washington State GUiDLowINA,, "mom13� WWA o� �,Kova �,4 _, <br />sur, Three to Seven Carfndges /Stacks I111111a N11 pF-V-4-WA4= D c JP R 1013/14 'PR 3/2/11 SHEET 2 OF 2 <br />EXHIBIT B2 <br />TALUS STORM WATER MAINTENANCE AGREEMENT <br />W (D <br />`--- '- �-a- BUILDING C DETAILS <br />F ENGINEERINO I PLANNING I DEVELOPMENT <br />Job No.: 18190 Date: 01/19/22 Sheet: 02 of 04 <br />ATTY/AGR.2022.073/STMMA (Page 12 of 21) <br />