HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST --
Location: A.M. '3 2._ Lot 2.2,4 6 Zone of Contribution: In 'O Out Acreage 0.2 3 S
j Commercial: Residential: (o
Street: SW-S ct i C
Village: 0 ` Gl C LI4' Floor Plan: L.. #Bedrooms: 4
Owner: f ( Installer: C/ _z
Address: / Phone: :._ .z/1,
Phone:
Builder: Engineer: /t42.61 pe- oyj
Address: / Phone: k 9- J 77
Phone: . x
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 _
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.:
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.:
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.:
11. Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.: lam"
13. Uses adjustment for maximum high groundwater Var.: i/'
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' removals
16.Proposed contours are suitable L//
17. System meets slope requirements-min. 1/8", 1/4"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
21.No garbage disposal
22. System adequately sized for its intended use `_ .
23. Minimum 6"stone or compacted below tank and dbox i/
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 L.
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet, under driveway/parking t/
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: 6/03iO3