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Home My WebLink About78.154 - Industrial Wastewater Holding Tank Plan:SIGN C INDUSTRIAL WASTEWATER FLOW: FUNERAL HOME TREATMENT ROOM 3 GPD (ESTIMATED) x 500% = 15 GALLONS; USE 1,000 GALLON TANK ESTIMATED FLOW TO HOLDING TANK =3 GALLONS PER DAY TOTAL CAPACITY OF HOLDING TANK = 500% OF AVERAGE DAILY FLOW =15 GALLONS HIGH WATER ALARM SET AT 75% OF TOTAL TANK VOLUME = 750 GALLONS INSTALL: ONE ( 1) - 1,000 GALLON H-20 LINED INDUSTRIAL WASTEWATER HOLDING TANK ONE ( 1) - INDUSTRIAL WASTEWATER HOLDING TANK SIGN NO TES 1) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 2) PRIOR TO SETTING ANY SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 3) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 4) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 5) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 5) THE ALARM PANEL SHALL BE INSTALLED IN A CONSPICUOUS LOCATION WITHIN THE OFFICE AREA OF THE BUILDING. ALARMS TO BE BOTH AUDIBLE AND VISIBLE. 6) THE EXISTING SEWAGE DISPOSAL SYSTEM FOR TREATMENT ROOM SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. 1 inch 20 ft. (THIS AREA IS SERVED BY TOWN WATER) CONSTRUCTION NOTES: 1. INSTALLER TO ARRANGE A PRE -CONSTRUCTION CONFERENCE WITH ENGINEER PRIOR TO CONSTRUCTION, 2. THE LOCATION AND ELEVATION OF EXISTING TREATMENT ROOM BUILDING OUTLET PIPE ARE TO BE VERIFIED PRIOR TO INSTALLATION OF THE PROPOSED WASTEWATER HOLDING TANK. 3. THE DISCHARGE PIPE IS TO BE RE-ROUTED WITH 4' DIA. SCH 40 PVC PIPE ACROSS THE EXISTING PAVED DRIVEWAY TO THE PROPOSED WASTEWATER HOLDING TANK. THE DRIVEWAY IS TO BE SAWCUT FOR THE PIPE INSTALLATION AND REPLACED IN KIND UPON COMPLETION. 4. THE DISCHARGE PIPE IS TO BE INSTALLED WITH A MINIMUM SLOPE OF 1.OX 5. THE PORTION OF THE EXISTING DISCHARGE UNE THAT IS NO LONGER IN USE IS TO BE CAPPED AND ABANDONED. 6. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED. 7. INSTALLER TO PERFORM A WATERTIGHT TEST ON LINED I.W.H.T. TEST TO BE WITNESSED BY ENGINEER AND PERFORMED AS FOLLOWS: - INSTALLER TO FILL TANK WITH WATER AND ENGINEER TO MEASURE WATER LEVEL - ENGINEER TO RE -MEASURE WATER LEVEL 24 HOURS AFTER START OF TEST. - TANK TO BE PUMPED DRY UPON COMPLETION OF TEST BY INSTALLER. 8. ALARMS TO BE TESTED AT TIME OF COMPLETION OF INSTALLATION 9. A SIGN SHALL BE INSTALLED ADJACENT TO THE HOLDING TANK THAT READS 'NON -HAZARDOUS INDUSTRIAL WASTEWATER HOLDING TANK' ALL LINING, LEAK DETECTION, PIPE PENETRATION BOOTS, PUMP -OUT INSERT, AND ALARM TO BE SUPPLIED BY MILLER ENVIRONMENTAL CORP. 26" DIA. HEAVY DUTY C.I. FRAME AND COVER TO GRADE NTH 'SEAL TITE' GASKETED COVERS INSTALL VENT THRU BUILDING ROOF IN ACCORDANCE WITH STATE AND LOCAL PLUMBING CODES. \ SJE RHOMBUS TANK ALERT DUO FLOATS - ALARMS TO BE WIRED TO BUILDING HIGH WATER LEVEL ® - 75% OF TANK CAPACITY PROVIDE MILLER ENVIRONMENTAL TAPE AT ALL EXTERIOR CORNERS OF TANK - PROVIDE MINIMUM 1- FOOT COMPACT GRAVEL WITH 2' GRANULAR SAND COVER --� BELOW PRECAST TANK NON HAZARDOUS INDUSTRIAL WASTEWATER HOLDING TANK 6' 11EM SIGN SHALL BE SECURELY MOUNTED ON BUILDING OR ON POST AS SHOWN. PAVEMENT I. W. H. T. SIGN (NOT TO SCALE) CL PLAN REFERENCES: ASSESSORS MAP 78 PARCEL 154 PLAN BOOK 148, PAGE 49 REFERENCE PLAN PREPARED FOR: RON FERRO PREPARED BY: RS O'HEARN INC. REV. DATE: 5-25-85 FLOOD_ NOTE: FLOOD ZONE C AS SHOWN ON FEMA FIRM PANEL #2500015 0004C REVISED JUNE 17, 1986 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED DATUM LEAK DETECTION INSPECTION PORT 9' DIA. WATER TIGHT CAST IRON FRAME AND COVER TO FINISH GRADE WITH 'SEAL TITE' GASKETED COVER 26' DIA. HEAVY DUTY C.I. FRAME AND COVER TO GRADE 1MM''SEAL TITE" GASKETED COVERS 20" DIA HEAVY DUTY C.I. FRAME AND COVER TO GRADE WITH 'SEAL TITE" GASKETED COVER KEY MAP NO SCALE LEGEND EXIS77NG ® CATCH BASIN LIGHTPOST X 99.9 SPOT GRADE —100— CONTOUR — E — ELECTRIC — W— WATER AD A.C. UNIT PROPOSE �- SIGN A/E — ALARM do ELECTRIC PVC CONDUIT — V — VENT EXISTING BUILDING TOP OF FOUNDATION EL=99.65 FINISHED GRADE M7WASTEWATER GALLON H-20 LINED INDUSTRI HOLDING TANK (NOT TO SCALE) TANK LINER NOTES GROUNDWATER EL = 88.8'1 PER SOIL TEST PERFORMED G TANK BY: O'HEARN INC./ J. MCDONALD DATE: 5-2-85 (SEE PLAN REFERENCE) 1. TANK LINER TO BE A PVC FLEXIBLE MEMBRANE LINER MODEL I XR-5 PROVIDED BY MILLER ENVIRONMENTAL CORP. OR APPROVED ALTERNATIVE. 2. THE LINER MALL BE FABRICATED WITH BOOTS FASTENED BY STAINLESS STEEL HOSE CLAMPS TO PROVIDE WATER -TIGHT SEAL AROUND THE INLET AND OR OUTLET VENT PIPES BOOTS SHALL BE USED ON All PIPE PENETRATIONS AND MANHOLE RISERS. BOOTS SHALL BE INSTALLED IN ACCORDANCE WITH MILLER ENVIRONMENTAL CORP. SPECIFICATIONS. 3 THE LINER SHALL BE INSTALLED IN ACCORDANCE WITH MILLER ENVIRONMENTAL CORP. SPECIFICATIONS Yarmouth Health D-- epartment APPROVED Data DEC 2 0 2010 COMPLIANCE NOTE: OWNER SHALL MAINTAIN I.W.H.T. IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION 314 CMR 18.00 MDUSTRIAL WASTEWATER HOLDING TANK AND CONTAINER CONSTRUCTION, OPERATION, AND RECORD KEEPING REQUIREMENTS AND LOCAL REGULATIONS. TWK SHALL BE INSPECTED WEEKLY BY FACILITY OPERATOR. INSPECTION AND PUMPING RECORDS SHALL BE MAINTAINED ON SITE. OASTAL UL OMPANY, INC, 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 SEAL P., AS NOTED DRA WING FILE C17394.dwQ DATE TLM C2.1.1 � OF � SHEETS JO. C17394.00 0 LINER CONNECTION STRAPPING 4' DIA. PROVIDE BEAD OF MILLER FLOW ENVIRONMENTAL TAPE BETWEEN TANK AND LINER AT STRAPPING PIPE PENETRATION Y MILLER EXIST. INLET TEE TOTAL CAPACITY OF TANK 1,000 GALLONSIA KENVRONMENTAL SCH 40 PVC PIPE O MINIMUM SLOPE = 1.0% BUILDING O �6' PROTECTIVE PUMP -OUT SLEEVE O (18' COR. HDPE PIPE BY MILLER ENVIRONMENTAL) O 3' DIA. PERFORATIONS O INTERIOR XR-5 DRILLED BY MILLER ENVIRONMENTAL LINER SYSTEM LEAK DETECTION PIPING/SYSTEM (ON INSIDE OF TANK). TO BE INSTALLED IN ACCORDANCE WITH MILLER ENVIRONMENTAL V.,,j(• V�IM-.y VV VYlV VV VVMVVVVVVVVVVww.� .. SPECIFICATIONS. M7WASTEWATER GALLON H-20 LINED INDUSTRI HOLDING TANK (NOT TO SCALE) TANK LINER NOTES GROUNDWATER EL = 88.8'1 PER SOIL TEST PERFORMED G TANK BY: O'HEARN INC./ J. MCDONALD DATE: 5-2-85 (SEE PLAN REFERENCE) 1. TANK LINER TO BE A PVC FLEXIBLE MEMBRANE LINER MODEL I XR-5 PROVIDED BY MILLER ENVIRONMENTAL CORP. OR APPROVED ALTERNATIVE. 2. THE LINER MALL BE FABRICATED WITH BOOTS FASTENED BY STAINLESS STEEL HOSE CLAMPS TO PROVIDE WATER -TIGHT SEAL AROUND THE INLET AND OR OUTLET VENT PIPES BOOTS SHALL BE USED ON All PIPE PENETRATIONS AND MANHOLE RISERS. BOOTS SHALL BE INSTALLED IN ACCORDANCE WITH MILLER ENVIRONMENTAL CORP. SPECIFICATIONS. 3 THE LINER SHALL BE INSTALLED IN ACCORDANCE WITH MILLER ENVIRONMENTAL CORP. SPECIFICATIONS Yarmouth Health D-- epartment APPROVED Data DEC 2 0 2010 COMPLIANCE NOTE: OWNER SHALL MAINTAIN I.W.H.T. IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION 314 CMR 18.00 MDUSTRIAL WASTEWATER HOLDING TANK AND CONTAINER CONSTRUCTION, OPERATION, AND RECORD KEEPING REQUIREMENTS AND LOCAL REGULATIONS. TWK SHALL BE INSPECTED WEEKLY BY FACILITY OPERATOR. INSPECTION AND PUMPING RECORDS SHALL BE MAINTAINED ON SITE. OASTAL UL OMPANY, INC, 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 SEAL P., AS NOTED DRA WING FILE C17394.dwQ DATE TLM C2.1.1 � OF � SHEETS JO. C17394.00 0