HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. ( C Lot "l k Zone of Contribution: In Out )( Acreage 23.LI q i
Commercial: Residential: t/
Street: ,C P a '-'' 57-.
Village: So io'r-7-1 Floor Plan: `...- -- #Bedrooms:
Owner: 5T 7-0---o S Installer: SQt#..-, .+.r-'
Address: Phone:
Phone:
Builder: Engineer: gtr s' ' r4'(-
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 /
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.
5.Water line 10 ft from septic components Var.: /
6.Benchmark indicated and shown-NGVD if near wetlands V
7. Septic tank minimum 10 ft from foundation,deck Var.: VI
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.: V/
11.Tank/leaching minimum 10 ft from property line Var.: /
12. System meets all other setback requirements Var.: V
13.Uses adjustment for maximum high groundwater Var.: N7
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", 'A"preferred
18. System meets breakout requirements PVC liner: Wall: ( f
19. Specified tee sizes are proper, gas baffle on outlet tee ,/
20. Sewage is under 10,000 gpd for parcel /
21.No garbage disposal 1 /
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 f
25. Inspection port on plastic chambers/leach field / -1-
26.
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/pun p chamber to be factory waterproofed 1
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: V
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic,groundwater I
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 V
37.Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by:_ 54i-k. , 3('24 'Lo ZS-
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