HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST /
Location: A.M. 7 0 Lot 8 - Zone of Contribution: In Out ✓ Acreage 21 ,4 i' -- 5 ff
Commercial: Residential: ,/
Street: Lj 12-t v --&- '.. 1(-1 v e-
Village: Se.)...71-1-1 Floor Plan: V #Bedrooms: `+
Owner: ft U 1-4 12- f v I Installer:
Address: Phone:
Phone:
Builder: Engineer: ---D6 " e_ Ai
Address: Phone:
Phone:
N/A YEV 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.: ,/j
6.Benchmark indicated and shown-NGVD if near wetlands ✓/
7. Septic tank minimum 10 ft from foundation,deck Var.:
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.: -IN-ek,�A4 7
13.Uses adjustment for maximum high groundwater Var.: /
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: V/
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", 1/"preferred /
18. System meets breakout requirements PVC liner: ✓ Wall: ✓
19. Specified tee sizes are proper, gas baffle on outlet tee V
20. Sewage is under 10,000 gpd for parcel V
21.No garbage disposal J 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:
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.Deed Restriction required max. #bedrooms: max. flow: gpd /
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by:_____22141:4______ 'b( i c l Z 6 03 03