HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
I ' SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. `7 2- Lot 3 2- Zone of Contribution: In Out_ Acreage ' 2 0
Commercial: Residential:
Street: . 1 S S vz4 U S'f,�_�j .
Village: SO(4 Gtr,Vjo ttrut Floor Plan: #Bedrooms: Z
Owner Pit U I ,r14 h,h/! Installer: Rt/1e{J
q ROo4V
Address: Phone:
Phone:
Builder'. Engineer: I/11410r Oil d 5 n4 S /14 r1
Address: Phone:
Phone:
N/A YES NO
1.Required#of copies received X
2.Date of soils exam and percolation test not older than 2 years I
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.: v4
6.Benchmark indicated and shown=NGVD if near wetlands ✓
7. Septic tank minimum 10 ft from foundation, deck Var.: f
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Van: 1,-----
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.: . /
13.Uses adjustment for maximum high groundwater Var.: 1./..-
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
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 1./..-
21.
21.No garbage disposal
22. System adequately sized for its intended use `
1
23.Minimum 6"stone or compacted below tank and dbox v
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 V
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
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 ti/
36.Deed Restriction required max. #bedrooms: max. flow: gpd ,�
37.Check area lots for groundwater/Label groundwater in Assessor's Map ,/
Plan reviewed by: 6/03/03