HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 39 Lot 21 Zone of Contribution: In Out X Acreage I( ,, <1 Z : s f-
Commercial: Residential: ✓
Street: I(o NG. o c_.c C
Village: t&-'-- Floor Plan: V #Bedrooms: e' z I'14:0'
Owner: PL--i-C---A.tr-A Installer: L,L�'e -A-c�Q , -
Address: Phone:
Phone:
Builder: Engineer: �o L C 7
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 V
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.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: - ____ ✓
9.Leaching minimum 100 ft from wetlands Var.: s/
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)or 5' removal ✓,
16. Proposed contours are suitable ✓
17. System meets slope requirements-min. 1/8", '4"preferred V/
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 ✓
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 V
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
Plan reviewed by:_ _- S (1 7 /2e)°7--
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