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Home My WebLink AboutSite PanEXIS77NG 4S SFP WC, E rO SUiLDING BIT x CONC 98.35 BIT BERM R CONC BIT CB BERM 0 CONACI BIT CONC PAD NTH 18" BIT CONC BERM AT PERIMETER BIT"IT , , LCF0: R�4 MC CONC 98.20x po EXISTING BIT' OF OVERHANG CONC BERM I TO BE REMOVED I 1 98.10 98.10 9810 x x EROSION CONTROL BARRIER 3000 GAL CONC HOLDING CURTAIN k -1RISER (TYP) '�A-1 TH TO COLUMN AM CAT CH 13A`� R E & GRATE m 1%h, RIM EL 97,87 k" 50 F1 ag,-- WETLAND 7,,k. OFFSE L A IN DETA L I /— BITUMINOUS CONCRETE BERM 'Rm M N 0 U S B:- L 1E L NOT TO SCALrE PROCESSED GRAVEL BASE COMPACTED SUBGRADE (SUITABLE SOIL MATERIAL) FA L EBARON LF 248.27, CATCH BASIN FRAME &_ GRATE H 20 LOADINO, RIM' EL = 97.8-11 .2" `I IS BITUMINOUS TOP COURSE THIS BI-PJM11N0US /BINDER COURSE ELa'AIION VARIES -- 0== Tn ni AM nff'rAll ,4'w A9 EYJS-nNG BITUMINOUS PAVEMENT REMOVED. 8. NO PIPE CARRANG ANY OTHER 'WASTE, MATERIAL OR SUBSTANCE, INCLUDING BUT NOT UMITED TO DOMES'nC SEWAGE OR STORMWATER, SHALL BE CONNECTED TO THE HOLDING TANK. TH-E, LOCATIONS OF SUSPECTED EXISTING UNDERGROUND U-2 FnES ARE SHOWN IN AN APPROXIMAFE WAY ONLY AND < -V A. ,11 U J I -P( LOCATIONS, IF INUNCATE-D fiEREIF1, H E, � a m. FROM ITIE FIELD LOCAT14,11 (T, - M A iN H JS, Gi-,A rES, OTHER SURFACESTRUC-11iRES, BY PV_�SAL INSPECTiC`_ANI, AND/OR FROM AVAILABLE PLANS OF PRIOR TO ANY III CAVA,1014 OR S i i,__110N, 'THE CONTRACTOR :ALL. NOTIFY ALL U11UT Y C(NI FOR FIELD LOCA F' EY0�,MNG 1. PROPOSED HOLDING TANK SHALL BE EWIPPED 'TION NOTIFY Cf'.A aEFORE YOU DIG, INC eC8'(D"t AT 1_800-11,_,,:-4455 PRIOR TO BEGINNING ANY EXCAVATiON WITH AN INDICATOR THAT IS WIRED TO AN ALARM OR j, � CONK, ��-,NIJCTION. LOCATED IN T BUILDING THAT SSOUND WHEN ER F 15" THIS PROCESSED GRAVE SASE 'THE TANK IS 80% FULI_ 2, A SIGN SHALL BE PLACED IN THE BUILDING WERE NOR"AR A LL J —T -D SUBGRADE COMPA I D ALARM SOUNDS, INDICA TING THE PURPOSE OF THE (SUITABLE SOIL MATERIAL) ALARM. 3. THE INTERIOR OF THE HOLDING TANK SHALL BE COATED NTH AN EPC3 SEALANT RESISTANT TO GASOLINE, OIL AND SOLVENTS. 4. THE EXTERIOR OF THE HOLDING TANK, INCLUDING THE EXTERIOR TOP AND BOTTOM AND RISER MANHOLES IF USED) SHALL BE COATED WITH A BETE WATERPROOF SEALANT. 5. ALL STRUCTURAL SEAMS SHALL BE LOCATED ABOVE THE STATIC LIQUID LEVEL, GROUTED WITH NON—SHRINKING CEMENT OR SIMILAR MATERIAL, AND COATED WITH A WATERPROOF SEALANT. 6n VOIDS BElf-WEEN HOLDING TANK WALLS AND INLET AND OUTLET PIPING SHALL BE GROUTED VATH q L4 P A WA%,o5i I'D Al,,N,, NON—SHRINKING tf'o'EMENT AND COATED WITH A k-mir-) t 4 10 WATERPROOF SEALANT. NOT TO SI', ALE 7. CONCRETE COVERS SHALL BE PERMANENTLY REMOVED. 8. NO PIPE CARRANG ANY OTHER 'WASTE, MATERIAL OR SUBSTANCE, INCLUDING BUT NOT UMITED TO DOMES'nC SEWAGE OR STORMWATER, SHALL BE CONNECTED TO THE HOLDING TANK. 'T'i-VIC11 1" x 1" x 39 Nil STAKES PER BALE— �..ONSTRU C`7110N SIDE) ;71 UPLANb —STAKED HAYBALES % Al. VE _AND"S AIL E.NTMENCH 4" INTO GROUND kiAN]FENANCE SHALL BE PERFORMED AS NEEDED, WHILEI S-1r1FUr%..*110N 'IS 1N H AYSALIES SHOULD BE PLACED PR`0R TO ANY '%C.%0NS_rRUC_n11-.1N. tUINNCLU DING TREE CUTTING), 1-1AY_'3 U IBALES At�r SIL TINTION BARRIER SHALL ALWAYS BE PLACED TOGETHER As HWM. IN AREA WHERE EROSION CONTROL BARRIER IS L0E N_ PAV'ED AREA, SAND BAGS -5+IALL BE PLACED ON T(Y? 0�i' '_ HAYBALES IN [-_U OF STAKES., OF NEW LONDON EP1 NNING AND ZONINO �_AWIKA S1'()N ;JON \A LL1_ A LOT 5—H N/F VILLAGE DEVELOPMENT VOL. 195 / PG. 500 SITE PLAN 1 30' GRAPHIC SCAU 0 115 30 6 1 ( IN FEET ) 1 INCH = 30 FT. NIF �j 51 R\ EYORI—:31 + EHNOINIEEH "C' LAND-5CAPE AR(-�—H1T`E1C—,T,5 'SAGHUSE: 'TE \V1 '17NSVII 1 ---FE� f � _7 0158—A F4y, 5 A LI-ITED, LA_&L�TY CC)r�,P/%NY C_)WNER AND APPL]CANT 5S T NE, INC, PC) BOX 29 W11i ITI N SV I L LE, MA 0 1588 mmm 11. EYjSTING CONDI' IONS SH(.)W*14 ON 71141S PIJNN ARE COMPILED F-WhA A PLAN EN` !TLED "GENERAL LCAGA110N SURVEEY PREPARLim) F()R 0STIR OMAN PR03PAW, INC., 3 ENTERPRISE LANE, MONTNALLE,, I_, NNECTiCUj BY CME ASSOCIATES, INC. DATED SEPTb 13, 2011j; AND F104A A FIEW SURVELY BY HERITAGE Df---'J-'GN GROUP ON OCT� 21, 2011 AND NOV, 4,, 2011. 2, WE11—ANDS LIE UNEA-11---D BY ECOTEC, INC. ON OCTOBER 25, 2011 r _3R%1r. �E_PEIREN"- IS MADE TO A PLAN ENTWIIED1 *013110RMAN PROPANE, OAKDALE-, CONNEC-11CUT' BY AWED DESIGN ARCHiTECIILIRAL &. PEN0NEERING GROUP, P.C. DATED 08/224/1,t 4. ELEVATICLS ARE ON AN ASSUVIED DATUMI. 5, ASSESSORS REFFRENCZOE. MAP 2 LOT 5--E. j, ZONE! LIGHT INDUSTRIAL MIN FRONT YAR., 50 FT MIN SDE `(ARD- 30 FT IMIN REAR YARD: 50 FT TO RESIDENTIAL 30 FT TO "OMMERCtAL OR INDUSTRIAL MAX BUILDING HEIGHM' 50 FT MIN LOT SL80,000 SF MIN FRONTAG200 FT MONTAILI-E nD \4S D 6 85 LAKV K0N0 VICINI'sl —y MAP 1 2000' REVISIONS 4. 035-08-12? EROSION CONTROL BARRIER CGP 02--08--12 HOLDING TANK NOTES CGP HOLDING TANK NOTE CGP L l'ir-2-15-111 SITE PLAN REQUIREMENTS CGP �01NO. DA -71 F I I DESCRIPTION BY T RUCK WASH SITE, PLAN In The Town Of Mon4ville, Connecticut For Osterman Propane, Inc, 3 Enterprise Lane Montville, Connecticut SCALE: A53 NOTED DKT NOVEMBER 8,2011 3 ,)7 7b NUMBERt DIZAWING FILE NAVTz 9011--05-5 MONIPALLE CT 2011--058—S111, PL N, Irr, D CHECKED BY- RAWN BY, A,10 CGP SHEET 1 OF 1, TH-E, LOCATIONS OF SUSPECTED EXISTING UNDERGROUND U-2 FnES ARE SHOWN IN AN APPROXIMAFE WAY ONLY AND NCS TEEN INDEPENDENTLY VERIFIED. ANY ,11 U J I -P( LOCATIONS, IF INUNCATE-D fiEREIF1, H E, � a m. FROM ITIE FIELD LOCAT14,11 (T, - M A iN H JS, Gi-,A rES, OTHER SURFACESTRUC-11iRES, BY PV_�SAL INSPECTiC`_ANI, AND/OR FROM AVAILABLE PLANS OF PRIOR TO ANY III CAVA,1014 OR S i i,__110N, 'THE CONTRACTOR :ALL. NOTIFY ALL U11UT Y C(NI FOR FIELD LOCA F' EY0�,MNG UNDERRGR� ) PIPES, CONDUITS, Ti',"'4KS AND STRUCIURES. NOTIFY Cf'.A aEFORE YOU DIG, INC eC8'(D"t AT 1_800-11,_,,:-4455 PRIOR TO BEGINNING ANY EXCAVATiON OR j, � CONK, ��-,NIJCTION. 'T'i-VIC11 1" x 1" x 39 Nil STAKES PER BALE— �..ONSTRU C`7110N SIDE) ;71 UPLANb —STAKED HAYBALES % Al. VE _AND"S AIL E.NTMENCH 4" INTO GROUND kiAN]FENANCE SHALL BE PERFORMED AS NEEDED, WHILEI S-1r1FUr%..*110N 'IS 1N H AYSALIES SHOULD BE PLACED PR`0R TO ANY '%C.%0NS_rRUC_n11-.1N. tUINNCLU DING TREE CUTTING), 1-1AY_'3 U IBALES At�r SIL TINTION BARRIER SHALL ALWAYS BE PLACED TOGETHER As HWM. IN AREA WHERE EROSION CONTROL BARRIER IS L0E N_ PAV'ED AREA, SAND BAGS -5+IALL BE PLACED ON T(Y? 0�i' '_ HAYBALES IN [-_U OF STAKES., OF NEW LONDON EP1 NNING AND ZONINO �_AWIKA S1'()N ;JON \A LL1_ A LOT 5—H N/F VILLAGE DEVELOPMENT VOL. 195 / PG. 500 SITE PLAN 1 30' GRAPHIC SCAU 0 115 30 6 1 ( IN FEET ) 1 INCH = 30 FT. NIF �j 51 R\ EYORI—:31 + EHNOINIEEH "C' LAND-5CAPE AR(-�—H1T`E1C—,T,5 'SAGHUSE: 'TE \V1 '17NSVII 1 ---FE� f � _7 0158—A F4y, 5 A LI-ITED, LA_&L�TY CC)r�,P/%NY C_)WNER AND APPL]CANT 5S T NE, INC, PC) BOX 29 W11i ITI N SV I L LE, MA 0 1588 mmm 11. EYjSTING CONDI' IONS SH(.)W*14 ON 71141S PIJNN ARE COMPILED F-WhA A PLAN EN` !TLED "GENERAL LCAGA110N SURVEEY PREPARLim) F()R 0STIR OMAN PR03PAW, INC., 3 ENTERPRISE LANE, MONTNALLE,, I_, NNECTiCUj BY CME ASSOCIATES, INC. DATED SEPTb 13, 2011j; AND F104A A FIEW SURVELY BY HERITAGE Df---'J-'GN GROUP ON OCT� 21, 2011 AND NOV, 4,, 2011. 2, WE11—ANDS LIE UNEA-11---D BY ECOTEC, INC. ON OCTOBER 25, 2011 r _3R%1r. �E_PEIREN"- IS MADE TO A PLAN ENTWIIED1 *013110RMAN PROPANE, OAKDALE-, CONNEC-11CUT' BY AWED DESIGN ARCHiTECIILIRAL &. PEN0NEERING GROUP, P.C. DATED 08/224/1,t 4. ELEVATICLS ARE ON AN ASSUVIED DATUMI. 5, ASSESSORS REFFRENCZOE. MAP 2 LOT 5--E. j, ZONE! LIGHT INDUSTRIAL MIN FRONT YAR., 50 FT MIN SDE `(ARD- 30 FT IMIN REAR YARD: 50 FT TO RESIDENTIAL 30 FT TO "OMMERCtAL OR INDUSTRIAL MAX BUILDING HEIGHM' 50 FT MIN LOT SL80,000 SF MIN FRONTAG200 FT MONTAILI-E nD \4S D 6 85 LAKV K0N0 VICINI'sl —y MAP 1 2000' REVISIONS 4. 035-08-12? EROSION CONTROL BARRIER CGP 02--08--12 HOLDING TANK NOTES CGP HOLDING TANK NOTE CGP L l'ir-2-15-111 SITE PLAN REQUIREMENTS CGP �01NO. DA -71 F I I DESCRIPTION BY T RUCK WASH SITE, PLAN In The Town Of Mon4ville, Connecticut For Osterman Propane, Inc, 3 Enterprise Lane Montville, Connecticut SCALE: A53 NOTED DKT NOVEMBER 8,2011 3 ,)7 7b NUMBERt DIZAWING FILE NAVTz 9011--05-5 MONIPALLE CT 2011--058—S111, PL N, Irr, D CHECKED BY- RAWN BY, A,10 CGP SHEET 1 OF 1,