HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST /
Location: A.M. 22 Lot 3.� Zone of.Contribution: In Out V Acreage /5 t t 2 t'
Commercial: Residential:
Street: /S W& I ,Q_,�-74�
Village: tvCS7 Floor Plan: ✓ #Bedrooms: tt
Owner: 1-4A-7-7,# S L i /C !-4 Installer: - Asstss ,
Address: Phone:
Phone:
Builder: Engineer: 6-de-) '-r-L--cm
Address: Phone:
Phone:
N/A YES i 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.: 3'
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: S ' Tu 6u,
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.: I 7
13.Uses adjustment or maximum high groundwater Var.: -T,ak-1.-
14.Leaching set 4 5 above adj.water or bottom of test hole Va .. V
15. Syste no n top or subsoil(A,B horizons)or 5' removal i'
16.Proposed contours are suitable
V
17. System meets slope requirements-min. 1/8", '/4"preferred /
18. System meets breakout requirements PVC liner: Wall: r/
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 V
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 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 tank/pump chamber /
31. Engineer to inspect and certify 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.De d;Restriction required max. #bedrooms: max. flow: ip d I ✓
37. Check area lots for groundwater/Label groundwater' Assessor's Map
Plan reviewed by: _e_5 2.4317t.-
_ 6 03 0?
Th