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HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH to 12 .Z SEWAGE PLAN REVIEW CHECKLIST �L// Location: A.M. Lot _3 Zone of Contribution: In Out 'Acreage Z4) 3 1 ommercial: Residential: 1.- Street�6j QS-71 6 Pec Cg /ems Ao-Ilii,_ Village: 3 /� Floor Plan: #Bedrooms: � Owner: S`t 1 i✓c CCM Installer: 0 IS / 1- Co/Lido... 2&t. Address: Phone: Phone: Builder: -- Engineer: (J elle r 1 ss O C i ci,<j( Address: Phone: Phone: N/A YES NO 1. Required#of copies received 2. Date of soils exam and percolation test not older than 2 years �� 3.4-5 ft of naturally occurring pervious material, above water table _ �% 4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: 5. Water line 10 ft from septic components Var.: 6. Benchmark indicated and shown-NGVD if near wetlands 7. Septic tank minimum 10 ft from foundation, deck Var.: _Y 8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 9. Leaching minimum 100 ft from wetlands Var.: 10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 11.Tank/leaching minimum 10 ft from property line Var.: 12. System meets all other setback requirements Var.: 1 V 13. Uses adjustment for maximum high groundwater Var.: Y 14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: 15. System not in top or subsoil(A,B horizons)or 5' removal / 16. Proposed contours are suitable / 17. System meets slope requirements-min. 1/8", %"preferred k/.-- 18. System meets breakout requirements PVC liner: Wall: ' \/- 19. Specified tee sizes are proper,gas baffle on outlet tee 20. Sewage is under 10,000 gpd for parcel 21.No garbage disposal 22. System adequately sized for its intended use � 23.Minimum 6"stone or compacted below tank and dbox k�.- 1 24. Manhole covers within 6"of grade, pump chamber cover to grade ,� 1 25. Inspection port on plastic chambers/leach field F26. Electricalpermz. it for pump chamber/Separate meter for duplexes �/ r2 ' � 27.Pump system-2"line,weep hole,check valve, tee in dbox,pump size V 28. Septic tank/pump chamber to be factory waterproofed v 29. Vent provided if leaching below 3 feet,under driveway/parking 30. Buoyancy calculations for tank/pump chamber 31. Engineer to inspect and certify soils: wall: commercial: 32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature .k,7' , 33. H-20 loading is subject to vehicular traffic, groundwater 34.Title V Application and permit fee,installer signature ‘...-----7_, . 35. Foundation footing min. 2 feet above adjusted ground water for new house 36.Deed Restriction required max. #bedrooms: max. flow: gpd `/ 37. Check area lots for groundwater/Label groundwater in Assessor's Map ✓ I Plan reviewed bv: -abraz