HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. (O 9 Lot C S--- Zone of Contribution: In)< Out Acreage I'S B 4 I. t'SF-
Commercial:
F-
Commercial: Residential:
Street: dt_.- LL-- A-sL I--74•4--)
Village: Floor Plan: V #Bedrooms: 3
Owner: ._v /`) Installer: P le- '-(
Address: Phone:
Phone:
Builder: Engineer: tea.., c �
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 ,.Z
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
7. Septic tank minimum 10 ft from foundation,deck Var.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 7
9.Leaching minimum 100 ft from wetlands Var.: " 7
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.: 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", i/4"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 7
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 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. 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 /
34.Title V Application and permit fee,installer signature V
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: 4 q /I Z I 2a'r2-72-
6 03 03