HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. eS 6 Lot Zone of Contribution: In Out_ Acreage ; 3 C7
1 Let� � ��� Commercial: Residential: 1,�
Street:
Village: _Syr ' 7 / Floor Plan: L #Bedrooms: ,5
Owner: / .//,, Vic e Installer: 4% s f-p
Address: / Phone:
Phone: ,
Builder: Engineer: -S c / er s ,Ns ;pi.
Address: Phone:
Phone:
N/A YES NO
1. Required#of copies received V
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.: l,V
5. Water line 10 ft from septic components Var.: k.
6. Benchmark indicated and shown-NGVD if near wetlands V
7. Septic tank minimum 10 ft from foundation, deck Var.: L
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9.Leaching minimum 100 ft from wetlands Var.: 1., -
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.. 1.
11.Tank/leaching minimum 10 ft from property line Var.: ,2 1/
12. System meets all other setback requirements Var.: 6/
13.Uses adjustment for maximum high groundwater Var.: IV
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 t/
_18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee f
20. Sewage is under 10,000 gpd for parcel L/
21.No garbage disposal
22. System adequately sized for its intended use ;t/
23.Minimum 6"stone or compacted below tank and dbox t/
24. Manhole covers within 6"of grade, pump chamber cover to grade - L/
25. Inspection port on plastic chambers/leach field
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 V/
29. Vent provided if leaching below 3 feet,under driveway/parking v
30.Buoyancy calculations for tank/pump chamber ,i../-/
31. Engineer to inspect and certify soils: wall: commercial: v
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic,groundwater v
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
37.Check area lots for groundwater/Label groundwater in Assessor's Map I ir LV
Plan reviewed by
.,,,7/C., ___
GO;p;
..............3_
/ /� / ii- j2