HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / , b Lot /4/9 Zone of Contribution: In- Out - Acreage fo g?O
! Commercial: Residential: L.�---
Street:--��N .i g lie/e IV A ----
Village: loor Plan: L # Bedrooms: 3
Owner: Installer: R. leek�� 1 ' ��"�
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Address: `�
Phone: Phone:
Builder: Engineer: ' V&•e y•to r f Jv,_s
Address: Phone:
Phone:
1. Required#of copies received N/A YES I NO
2. Date of soils exam and percolation test not older than 2 years - l
3. 4-5 ft of naturally occurring pervious material, above water table l
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.:
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 w,vell/25 ft irrigation well Var.:
11. Tank/leaching minimum 10 ft from property line Var.: t./-
12. System meets all other setback requirements Var.: e/
13. Uses adjustment for maximum high groundwater Var.: e�14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: I I
15. System not in top or subsoil (A,B horizons)or 5' removal I
16. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", 'A"preferred
__18. System meets breakout requirements PVC liner: Wall: I t�19. Specified tee sizes are proper, gas baffle on outlet tee v
20. Sewage is under 10,000 gpd for parcel
21. No garbage disposal
22. System adequately sized for its intended use 1.....""
23.Minimum 6"stone or compacted below tank and dbox
I
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field
1 26. Electrical permit for pump chamber/Separate meter for-duplexes___
27. Pump system-2"line,weep hole,check valve, tee in dbox,pump size
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking
30. Buoyancy calculations forlank/pump chamber
31. Engineer to inspect and certify fy soils: wall: commercial: I /
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee, installer signature ¢-
35. Foundation footing min.2 feet above adjusted ground water for new house
36. Deed Restriction required max. #bedrooms: max. flow: -
gPd I '�
37. Check area lots for groundwater/Label groundwater in Assessor's Map I
Plan reviewed by- ` J