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HomeMy WebLinkAboutHOLDING TANK PLANMAP 501 LOT 1 602,858 -s. f.-± 13.84 Ac.± l PROPOSED R-20 RATED DOUBLE —WALLED INDUSTRIAL WASTEWATER HOLDING TANK (SEE DETAILS) RIM ELEV=49.0± EX. BERM INV IN=47.0± _W wv wv W EXISTING PAVED TRUCK W MANEUVERING AND z LOADING AREAS o W 4" SCH 40 PVC VENT TO 48.774 BUILDING ROOF 'NON HAZARDOUS INDUSRIAL WASTEWATER' SIGN m o - C z1s3 PLAN G" k. SCALE: 1 "= 10' -DESIGN : CALCOLA TIONS f<� I-c L INDUSTRIAL WASTEWATER FLOW: _ 4-..CHAIR BEAUTY: SHOP " 2D�(ESTIMATED) x 500% = 100 GALLONS; USE MINIMUM 1000 GALLON TANK INSTALL ONE 1 ONE (1) — INDUSTRIAL WASTEWATER (AL HOLD NGTEWANTER � ING TANK NO TES 1. ALL AREAS EXCAVATED SHALL BE BAWLLED ON THE SAME DAY. 2. ALL DISTURBED AREAS SHALL BE STABIUZED COAND/OR NSTRUCTION NOTES. ..REVEGETATED WITHIN 14 DAYS OF INSTALLATION. 3. LOCATIONS OF WATER, SEWER, TELEPHONE, ELECTRIC. AND GAS UNES ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL INSPECT SITE AND FOLLOW ALL DIG z SAFE - MARKINGS. CONTRACTOR SHALL NOTIFY ALL UTIU11ES PRIOR TO EXCAVATION. 4. EXISTING WATER UNES FIELD SURVEYD BY COASTAL ENGINEERING CO. AS MARKED OUT BY DIGSAFE. PLAN REFERENCE LOT 15 ON LAND COURT PLAN#-30356 ASSESSORS MAP 50, PARCEL 1 4' DIA. SCH 40 PVC VENT AND CHARCOAL EXISTING BUILDING 26' DIA. HEAVY DUTY C.I. CANISTER. SLAB ELEV-50.55 FRAMES & COVERS TO GRADE LEBARON MODEL W v6E8RS WITH 'SEAL TiTE' 24' 4' SCH 40 PVC sy A + PIPE 47.00 O PROVIDE'HIGH WATER ALARM AT INLET END OF ` FLOOR IMEV-43M 1020 GALLON POLYETHYLENE j� TANKoi �w=t* ,COMPACTED BASE W/ 6' LAYER OF PROVIDE LEAK DETECTION DEVICE CRUSHED STONE j AT INLET END OF H-20 2,000 GALLON , CONCRETE TANK. FLOAT / 'ALARM ON' ELEV-44.0 SECTION VIEW 11.33 4' SCH 40 PVC PIPE 00 1020 GALLON POLYETHYLENE 2,G00 GALLON (H-20) / SEPTIC TANK (ENVIRO PLUS ACME PRECAST MODEL X143850) ALIGN TANK :. CONCRETE SEPMV OUTLET COVERS TANK PLAN. VIEW: INDUSTRIAL WASTEWATER -FOLDING TANK NO SCALE NON HAZARDOUS INDUSTRIAL WASTEWATER R7-8a HOLDING TANK 6-DIA. STEEL PIPE, 6' LONG (18.97#/FT., 6.625' O.D.) FILLED WITH 3000psi CONCRETE PAINTED W/IPRIMER AND YELLOW PAINT 3' PAVEMENT 3000psi CONCRETE FOOTING : • jp 6" 1'-6. 1. W. H. T. SIGN (NOT vTO SCALE) ©.CEC 2003 ' LOCUS cI YARMOUI KEY MAP NO SCALE LEGEND ® CATCH BASIN Op DRAIN MANHOLE wv N - WATER VALVE. MISC. SIGN — w — WATER LINE x48.43 SPOT ELEVATION / (/t. L-- V Nm DATE REvmm of SHM Tu SKETCH PLAN OF PROPOSED INDUSTRIAL WASTEWATER HOLDING TANK �� 2418.0 1 NOTED 11-25-03 STOP & SHOP COMPANIES R MAP 50, PARCEL 1; 59 LONG POND DRIVE, SOUTH YARMOUTH, IMA °omfCHECM JKL Br NAK C 2418.011WHT.DWG COASTAL . ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS � 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 S K 1 1 of 1