HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 72- Zone of Contribution: In Out x Acreage q/ 3t .
Commercial: Residential: ✓
Street: to I "a S-7-
Village:
TVillage: aOas7-}{. Floor Plan: ✓- #Bedrooms: 3
Owner: `1 7"2_ P 01-'74.1 c A Installer: 0-4, A-
Address: Phone:
Phone:
Builder: Engineer: 6,1-4 . !. -A.-ca.
Address: Phone:
Phone:
N/A YES 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.: 6c-C-Eri Nt, /
6.Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation,deck Var.: V
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: S 1 FvC,,t- 6.....-
9.
9.Leaching minimum 100 ft from wetlands Var.: ,e/
10.Leachin ' 'mum 150 ft from drinking well/25 ft irrigation well Var.: V
11.T leachin . urn 10 ft from property line Var.: Z° MS T6+ It..
12. System s all other setback requirements Var.: V
13.Uses adjustment for maximum high groundwater Var.: V
14. Leachin. s-t 4-5 ft above adj.water or bottom of test hole Var.:
15. Syst.iiii . op or subsoil(A,B horizons)or 5'removal I ..
16.Propos-a contours are suitable V
17. System meets slope requirements-min. 1/8", %"preferred V
18. System meets breakout requirements PVC liner: Wall: ✓
19. Specified tee sizes areproper, gas baffle on outlet tee /
20. Sewage is under 10,000 gpd for parcel V
21.No garbage disposal V.
22. System adequately sized for its intended use ✓
23.Minimum 6"stone or compacted below tank and dbox V
24.Manhole covers within 6"of grade,pump chamber cover to grade V
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.
f28. 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 V
31.Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature J`
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 ii
36.Deed Restriction required max. #bedrooms: max.flow: gpd J /
37. Check area lots for groundwater/Labelte�groundwater in Assessor's Map ✓
Plan reviewed by: cS rl 4017 /22-- 6 03 03