HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 6 71 6 Zone of Contribution: In .- Out_ Acreage
Commercial: Residential:
Street: lU ,.crrfat ( vA
Village: S'y
Floor Plan: # Bedrooms:
Owner: it)d U 0 GC//V1 & Installer: -i-LAI F: ems.
Address: `v ASri;t& Lv. Phone: c-ba. 3 ti _ ,2 is 1
Phone:
Builder: Engineer: 4 attLi 6'y) L.1,10'- 'tI
Address: Phone: 7?ti_ 7i(-,7 i(i3
Phone:
N/A YES NO
1. Required#of copies received
iv
2. Date of soils exam and percolation test not older than 2 years 1/
3. 4-5 ft of naturally occurring pervious material,above water table L,
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: v
5. Water line 10 ft from septic components Var.: v.
6.Benchmark indicated and shown-NGVD if near wetlands v
7. Septic tank minimum 10 ft from foundation,deck Var.: v
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.:
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", 'A"preferred i/
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 ,f
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 t
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: /_,2' -0311 ` l
6/03/03