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HomeMy WebLinkAboutSewage Plan Review Checklist- Moran Engineering TOWN OF YARMOUTH SEWAGE PLAN REVIEW CHECKLIST Location: AM LOT • Date of Subdivision Appro Street 2.� .(,/� Zone of Contribution: I ut Village z l". 7�' / 7 _ 2 Commercial Residential Owner: L (e7/ ‘,. ` Installer :7 /17, ©=/` . >) f2/-7 7-- ,33 7 Builder: Engineer . , (- hc / '/A' N/A YES NO 1. Required number of copies received. • 2. Date of soils exam and percolation test not older than 2 years. Ale/ S/ ,7 - x 3. 4 feet of naturally occurring pervious material, above water table(new construction) 4. Foundation 2 feet above high point of fronting road for new construction. V 5. Water availability letter from Water Department for new construction. )( 6. Benc • k indicated and shown-NGVD if near wetlands. 1C 7. Building sewer does not exit center of house. 8. Septic tank a minimum of 10 feet from house and deck. V 9. Leaching a minimum of 20 feet from house and 10 feet from deck. Al. 'vim i-raizc X 10. Leaching a minimum of 100 feet from wetlands. x 11. Leaching a minimum of 150 feet from drinking wells/25 feet fromirrjgalion wells. 12. System meets all other setback requirements. e'f 7iZ. r'epGra/ 'c ' x 13. Uses adjustment for maximum high groundwater. 7 14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. 1 ' v�i-c.a ( X 15. System not in top or subsoil or 5 foot removal. re/nn 5 ' vjz( Y 16. Proposed contours are suitable. 17. System meets slope requirements- min. 1/8". 1/4" preferred. 18. System meets breakout requirements- peastone elevation carried out 15 feet um. 19. Specified tee sizes are proper. gas baffle on outlet tee. 7 e .1 �. 20. Sewage flow under 10.000 epd for parcel. 21. No garbage disposal. X 22. System adequately sized for its intended use. XC 23. Minimum 6" stone or mechanically compacted below the tank and d-box. , 24. Manhole covers within 6" of grade - septic tank and pump chamber. 25. Electrical permit for pump chamber. 26. Pump system - 2" line. weep hole, check valve, sanitary in d-box. alarm on separate circuit. 7. Se tic c w roofed. 28. Vent provided i leaching below 3 feet or under driveway or parking. 2- - 29. Engineer to inspect and certify : a. clay removal b. wall construction schedule c. commercial systemtoY 30. Engineer and Land Surveyor stamp and signature. }�? 31. H2O loading when system subject to vehicular traffic. 32. Title V application and fee signed by a licensed installer. o 33. Foundation footing 2 feet above adjusted water table. 34. Lot subdivided prior to July 31. 1986 - Nitrate Loading. 35. Subdivided prior co April 7. 1989 - Phos.ph s Zone 300'. J5 Plan reviewed by: (_-