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Home My WebLink AboutSD-477-11�FRO11✓1 DRAIN MANHOLE 6" SCH 40 PVC DRAIN LEADER 6" SCH 40 - PVC LATERAL (TYP.) FROM DRAIN MANHOLE 6" SCH 40 PVC DRAIN LEADER 6" SCH 40 -- PVC L A TERA L (TYP.) 4" OBSERVAPON PORT WITH CAP (PE RFORA TED BC 0 W .3 TONE - INSTALL A MINIMUM OF TWO (2) PORTS IN EACH FIELD) 4 OZ. NON-WOVEN FILTER FABRIC TO El\IGLO'--)'C TOP AND SIDES OF THE SYSTEM 87.88 (NOT 7-0 SCALE) _4" OBSERVATION PORT WITH CAP (PERFORATED BELOW STONE - INSTALL A MINIMUM OF TWO (2) P OR TS IN EACH FIELD) OZ NON-WOEN FILTER TABRIC TO ENCLOSE TOP / " TO 2" DIA 1111L ASHED AND SIDES OF 7HL"_ 5"KSTEM -7 CRUSHED .STONE MTECH (DOUBLE WASHED PREFERRED) F — — — — — — — — — ------ — 4, — --- — — — — - 11-ISE 120 STOf'?MTECH SC-310 I C/4AMBERS FOR PS15'-2 *0C D A TE: C TO 2" DIA. DOUBLE 1111ASHED CRUSHED STONE MIN. FINISHED CHAMBERS EL. OVER CHAMBERS=216_31, r*T* OBSERVATION PORT 1,1//7H CAP (PER[ -- ORATED BELOW STONE -- INS71-1LL A MINIMUM OF TWO (2) PORTS IN EACH 1-1E1_D) -4" LOAM & -SEED 1-95%. COMPACTED FILL 4 OZ * i"JON-WOVEN FILTER /FABRIC TO ENCLOSE TOP AND SIDE-5 OF THE SY,3TEM1 4,0 6, r fI ........... .......... J4-?�' 34- 7 E.S'. H. G,, W.; 2T I.0.: I OCCURRING Y OCCURRING SOIL— (DEPTH VARIES) SECTION DETAIL 2' (AdIN) PROPOSED IMPER&1EABLE AN- (USE RUFCO 40008 OR APPROVED EQUAL) i (7-0 DEPTH OF ELEV: 210.0) USE 1.201 SC' -310 C'HAI +iIBERS PROVIDE MINIMUM 2 FEET SEPARATION BETWEEN RlE BOTTOM OF THE 6 /AlCI-I WASHED STONE LA'YIER AND THE ESPMATED SEASONAL 1-fiGH GROUNDWATER TABLE OR LEDGE CONTRACTOR SHALL REMOVE ALL TOPS'O/L, SUBSOIL, FILL MATERIAL AND 07HER. 11111PERIVIOUS LAYERS V11 THIN THE FOOTPRINT (AND TWO (2,) FEET BEYOND) OF THE PROPOSED SUBSURFACE INFILTc?ATION SYSTEM. EXCAVATION SHALL BE FILLED WITH 10ATERIAL SPECIFIED //\,/ SECTION 15.255 (3) OF THE STATE ENVIRONIVENTAL CODE, TITLE 5 UP 70 THE PROPOSED ELEVATION OF THE WASHED STONE C TO 2" DIA, DOUBLE VIA-3i'VE-1) —08'3ERVA77ON PORT WITH CAP (PERFORATED CRUSHED STONE BELOW STONE- --- INSTALL A MINIMUM OF TWO (2) PORTS IN EACH FIELD) 4" LOAM & SEED 95% COMPACTED FILL '')Z. NON-WOVEN FILTER MIN. FINI SHED FABRIC 'TO ENCLOSE TOP AND CHAMBERS EL. OVER CHAMBERS= 2I6,J± f � I I OF THE SKS;TEIIII SECTION DETAIL CONTRACTOR SHALL REMOVE: ALL TOPSOIL, SUBSOIL, FILL MATERIAL AND OTHER 1I/ ER - r ' I FEET BEYOND) - PROPOSED SUBSURFACE INFIL TTA TION SYS TEM. EXCA VA i/ON SHALL BE FILLED WITH MATEWIAL SPECIFIED IN SECTION 15.255 (,,3) OF THE STATE Ep,1V1RqN,,v,,E1vTAL CODE, T171E 5 UP TO P-1C PROPOSED ELEVAT'ON OF THE WASHED STONE. I" TO 2" DIA. DOUBLE WASHED _,L or- 3,L)L- PV,4T1ON PORT V17TH CAP (PERFORATED CRUSHED STONE BELOW STONE -- INSTALL A MINIMUM OF TWO 1" 70 2" DIA. DOUBLE WASHED (2) PORTS IN EACH FIELD) CRUSHED STONE 4" LOAM & SEED 4 OZ NON -WOVEN FILTER COMPACTED FlLL1_,l_,,j _9 D". I,,11N. FINISHED B�/c TO ENCLOSE TOP AND CHAMIBERS EL. OVER C1-1A1VBEP\S=-214.7± 5/DEa OF 7/1E S'K-')TEiW MIN. FINISHED CHAMBER,'_3 EL. OVER CHAMBER5214.7-1- OB-SERVATION PORT WITH CAP (PERFORATED BELOW STONE - INSTALL A MIN111,P_/1111 OF TWO (2) PORTS IN EACH FIELD) -4" LOAM & SEED 95% COMPACTED FILL/4- OZ NON-WOVEh' FILTER FA'BRIC TO ENCLOSE 'TOP AND SIDES OF THE S"KS'7E,'V/ USE 104 STORMTECH P'S/ 3 'HAMBEA)S' FOR P,3/,3-,3 57.40 59.40 (NOT TO 3CAILE) USE 1021 STOR&N-ECH SC-310 CHAMBERS FOR PSIS -4 or-irrr-civ inr out ium ur iris iiv(-,7 SECTION DETAIL WASHED STONE LAYER AND THE ES71MATED NO TFS: SEASONAL HIGH GROUNDWATER TAEBLE OR C--C IS CENTER TO CENTER LEDCE. PROVIDE 6" MIN. SEPARATION BETWEEN ROWS OF CHAMBERS (NOT- TO SCALE) MOE- CONTRACTOR Shl,40_ REMOVE ALL TOPSOIL, SUBSOIL, FILL MATERIAL AND OTHER I&IPEA`VIOUS LAYERS 11✓17-rVIN 7-1-IE FOOTPRINT (AND TWO (2) FEET BEYOND) OF THE PROPOSED SUBSURFACE INFILTRAITON SYSTEM. EXCAVATION SMALL BE FILLED WITH MATERIAL SPECIFIED IN SECTION 15.255 (3) OF THE STATE ENV1R01%lt,,1,E/V7AL CcDE, 1ITLE 5 Ul' TO THE PROPOSED ELEVATION OF THE WASHED STONE. SECTION DETAIL =I r—ROT oil 8" (MIN) I — , 1-7 /_ -,:10 -, 61, (vmv) . . . . . . - F7(S 7 LE i Al ACL 5 rROA11 DRAIN 16.5" I k 2 (Alffi/) PROPOSED 11v1PL/?1'vfEABLc' �-/Eil✓3,`?ANE (USE RUFCO 40008 OR APPROVED I: H OF EL- (TO DEPT L V: 210.0) ti �3 (x) -ONE E TOP .STONE L. =215-33 40" C 4 SCI-I 40 _C CHAMBER I )F' =214.83 - . . . . . . . . . . . 11 -, . . . . . . lU �i 6 (MIN):' . . . . . qqoM D,,WNA 6" INLET =214.00 BO T CHAMBER =21,3.50 BOTTOM EL. =.21,3.00 L . . . . . . . . . . . . . . . (Al// 12" (MIN) J4 -4 Owo) PROPOSED 11V 1PEf-?AlEA, 8L (T)"P.) r MEML q BANE (USE RUFCO 4000B E Si q G ? ?I-i., LTP- 3 OR APPROVED VED EQUA L) - NATURALLY TO D EP TH OF ELEV.: 2"10. 0 V) OCCURRING SO//— F: (DEPTH VARIES) SECTION DETAIL CONTRACTOR SHALL REMOVE: ALL TOPSOIL, SUBSOIL, FILL MATERIAL AND OTHER 1I/ ER - r ' I FEET BEYOND) - PROPOSED SUBSURFACE INFIL TTA TION SYS TEM. EXCA VA i/ON SHALL BE FILLED WITH MATEWIAL SPECIFIED IN SECTION 15.255 (,,3) OF THE STATE Ep,1V1RqN,,v,,E1vTAL CODE, T171E 5 UP TO P-1C PROPOSED ELEVAT'ON OF THE WASHED STONE. I" TO 2" DIA. DOUBLE WASHED _,L or- 3,L)L- PV,4T1ON PORT V17TH CAP (PERFORATED CRUSHED STONE BELOW STONE -- INSTALL A MINIMUM OF TWO 1" 70 2" DIA. DOUBLE WASHED (2) PORTS IN EACH FIELD) CRUSHED STONE 4" LOAM & SEED 4 OZ NON -WOVEN FILTER COMPACTED FlLL1_,l_,,j _9 D". I,,11N. FINISHED B�/c TO ENCLOSE TOP AND CHAMIBERS EL. OVER C1-1A1VBEP\S=-214.7± 5/DEa OF 7/1E S'K-')TEiW MIN. FINISHED CHAMBER,'_3 EL. OVER CHAMBER5214.7-1- OB-SERVATION PORT WITH CAP (PERFORATED BELOW STONE - INSTALL A MIN111,P_/1111 OF TWO (2) PORTS IN EACH FIELD) -4" LOAM & SEED 95% COMPACTED FILL/4- OZ NON-WOVEh' FILTER FA'BRIC TO ENCLOSE 'TOP AND SIDES OF THE S"KS'7E,'V/ USE 104 STORMTECH P'S/ 3 'HAMBEA)S' FOR P,3/,3-,3 57.40 59.40 (NOT TO 3CAILE) USE 1021 STOR&N-ECH SC-310 CHAMBERS FOR PSIS -4 or-irrr-civ inr out ium ur iris iiv(-,7 SECTION DETAIL WASHED STONE LAYER AND THE ES71MATED NO TFS: SEASONAL HIGH GROUNDWATER TAEBLE OR C--C IS CENTER TO CENTER LEDCE. PROVIDE 6" MIN. SEPARATION BETWEEN ROWS OF CHAMBERS (NOT- TO SCALE) MOE- CONTRACTOR Shl,40_ REMOVE ALL TOPSOIL, SUBSOIL, FILL MATERIAL AND OTHER I&IPEA`VIOUS LAYERS 11✓17-rVIN 7-1-IE FOOTPRINT (AND TWO (2) FEET BEYOND) OF THE PROPOSED SUBSURFACE INFILTRAITON SYSTEM. EXCAVATION SMALL BE FILLED WITH MATERIAL SPECIFIED IN SECTION 15.255 (3) OF THE STATE ENV1R01%lt,,1,E/V7AL CcDE, 1ITLE 5 Ul' TO THE PROPOSED ELEVATION OF THE WASHED STONE. SECTION DETAIL =I r—ROT oil 8" (MIN) I — , 1-7 /_ -,:10 -, 61, (vmv) . . . . . . - F7(S 7 LE i Al ACL 5 rROA11 DRAIN 16.5" I k 2 (Alffi/) PROPOSED 11v1PL/?1'vfEABLc' �-/Eil✓3,`?ANE (USE RUFCO 40008 OR APPROVED I: H OF EL- (TO DEPT L V: 210.0) ti �3 (x) DA TE: APRIL 7 2017 SCALE: SHEET No. i- :IROJEC T No. f A DWG. No. 3894 DEF DETAILS�_MYLAR I sD -477 5 D U (D co r r r U V) F: ID, DA TE: APRIL 7 2017 SCALE: SHEET No. i- :IROJEC T No. f A DWG. No. 3894 DEF DETAILS�_MYLAR I sD -477 5 D U (D r r r U V) DA TE: APRIL 7 2017 SCALE: SHEET No. i- :IROJEC T No. f A DWG. No. 3894 DEF DETAILS�_MYLAR I sD -477 5