HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / Lot,A V Zone of Contribution: In Out V Acreage 3d v
Commercial: Residential:___L----
Street: 7 3 n C r- S A-V-c
Village: Floor Plan: #Bedrooms:
Owner: Installer: St , � A
, � r , /"ivV e r p r i L-t
Address: Phone:
Phone:
Builder: Engineer: "),s i r- v',,,,.,� (L)d y-
Address: Phone:
Phone:
N/A YES NO
1.Required#of copies received ,t/'
2. of soils exam and percolation test not older than 2 years
ffiN
3 4-5 of naturally occurring pervious material,above water table ar
4.Foundation 2 ft above high point of road H.P.: Fni ' Var.: l/
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.: t.
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.: /
13. Uses adjustment for maximum high groundwater Var.:
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)c l moval 5/1-----
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", 1/"preferred :/-
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
24. Manhole covers within 6"of grade, pump chamber cover to grade /
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 ,.
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 -/
33.H-20 loading is subject to vehicular traffic,groundwater J
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 l
37. Check area lots for groundwater/Label groundwater in Assessor's Map I
PIan reviewed by:_
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