HomeMy WebLinkAboutReview Checklist . TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
° Location: A.M. Lot 41� Zone of Contribution: In_ Out LP Acreage
Commercial: Residential: t---)
Street: 7/ >''f��,�'1 lC frr,,a ��
Village: , li/• Floor Plan: # Bedrooms:
'VL2,u41 Installer: kir
Owner: sz fin/
Address: Phone:
-Phone:
Builder: Engineer: CQ I UK(M
Address: 7 Phone: S}j 9 7 '&
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 L-----
4.Foundation 2 ft above high point of road H.P.:• Fnd: Var.:
5. Water line 10 ft from septic components Var.: L .
6. Benchmark indicated and shown-NGVD if near wetlands Ll
7. Septic tank minimum 10 ft from foundation, deck Var.: \,,,/.
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: a-/-.
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.:
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 `.1
17. System meets slope requirements-min. 1/8", 'A"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 ��.
21.No garbage disposal `�
22.System adequately sized for its intended use �.�
23.Minimum 6"stone or compacted below tank and dbox i /
a 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 _.---'
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 /
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: z CW03/03