HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 17 Lot /L> :i. Zone of Contribution: In Out,-"-'-'-Acreage ��'-2
Commercial: Residential:
Street: /9- ('`Alii'N o r-- A Th. ---
Village: Floor Plan: /� # Bedrooms:
Owner: Installer: ( � - (11
Address: ( op)Ti c_ ,;7,7 r
Phone:
Phone:
Builder: Engineer: rn,C._c , w Al-e 4 CC7 i S. c./ r',,L,
Address: Phone:
Phone:
N/A YES NO
1. Required#of copies received Z/
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 C/ --
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: I
5. Water line 10 ft from septic components Var.: 1 --
6. Benchmark indicated and shown-NGVD if near wetlands e/
7. Septic tank minimu • !_ from foundation, deck Var.: 1 .
8. Leaching minimu (20 ft 011, 15 ft crawl, 10 ft slab Var.: ;. I v
9.Leaching minimum 110 ft from wetlands Var.:
10. Leaching minimum 150 _ -_,vs drinking well/25 ft irrigation well Var.: �/
11.Tank/leaching minimu r" 0 ft ?om property line Var.: 5j 1 �/
1 12. System meets all other s- c requirements Var.:
13. Uses adjustment for maximum high groundwater Var.: 4/
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 J
16. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", Y.,"preferred
18. System meets breakout requirements PVC liner: Wall: 1 /�
19. Specified tee sizes are proper, gas baffle on outlet tee 47
20. Sewage is under 10,000 gpd for parcel G/
21.No garbage disposal
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox
24. Manhole covers within 6"of grade, pump chamber cover to grade l
25. Inspection port on plastic chambers/leach field V
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 for/mil/pump chamber
31. Engineer to inspect and certify soils: wall: commercial:
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 - Q/
35. Foundation footing min. 2 feet above adjusted ground water for new house e../
36. Deed Restriction required max. #bedrooms: max. flow: gpd 1 !/
37. Check area lots for groundwater/Label groundwater in Assessor's Map
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Plan reviewed by: 3t . _ c o:o;