HomeMy WebLinkAboutReview Cheklist ZoNe-
TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 68 Lot //(s Zone of.Contribution: In 1/Out_ Acreage /%O,-) C2
Commercial: Residential:_
Street: `?)d A f rn + r
Village: Floor Plan: # Bedrooms:
Owner: Pei- (-- R0.5 0 Installer: Cu r
Address: Phone:
Phone:
Builder: Engineer: L C., 4-pa c o pt../c e or-i
Address: Phone: J
Phone:
N/A YES NO
1. Required#of copies received
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 V
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: V
5. Water line 10 ft from septic components Var.:J. N e to be S Le even
6. Benchmark indicated and shown-NGVD if near wetlands c/ V
7. Septic tank minimum 10 ft from foundation, deck Var.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 1 'yi
9.Leaching minimum 100 ft from wetlands Var.: V
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.: ✓ a/
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: t -
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", 1/4"preferred
18. System meets breakout requirements PVC liner: Wall: V
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 \/
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes a/
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
10
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 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:_ ., _ &-'-4
GOo:
L