HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
.. SEWAGE PLAN REVIEW CHECKLIST x
Location: A.M. Lot Zone of Contribution: In Out )(Acreage
Commercial: Residential: -)(-
Street: 2 g a ru,f 4t- l••1
Village: Floor Plan: irc #Bedrooms: 2,
/
Owner: Installer: ill I • t- 13° F1 i
Address: Phone:
Phone:
-J2wc CNe
Builder: Engineer:
Address: Phone:
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.:
6. Benchmark indicated and shown-NGVD if near wetlands v
7. Septic tank minimum 10 ft from foundation, deck Var.: ✓
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: r/
9. Leaching minimum 100 ft from wetlands Var.: r/
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 1/-
11.Tank/leaching minimum 10 ft from property line Var.: v/
12. System meets all other setback requirements Var.: `
Uses adjustment for maximum high groundwater Var.: .'j nd/J wriki4,14- 1/-
..
. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: 1' 1/4,1444im t z X..
15. System not in top or subsoil(A,B horizons)or 5' removal 0
16. Proposed contours are suitable
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 t .
20. Sewage is under 10,000 gpd for parcel t/
21.No garbage disposal ✓
22. System adequately sized for its intended use x/
23. Minimum 6"stone or compacted below tank and dbox
24. Manhole covers within 6"of grade,pump chamber cover to grade
VInspection port on plastic chambers/leach field
Electrical permit for pump chamber/Separate meter for duplexes )(
27. Pump system-2"line,weep hole,check valve,tee in dbox,pump size I/
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: 1(. -
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 v/
35. Foundation footing min. 2 feet above adjusted ground water for new house ✓ /
36. Deed Restriction required max. #bedrooms: 2-max. flow: ZZp gpd ✓
Check area lots for groundwater/Label groundwater in Assessor's Map ✓
Plan reviewed by: 6/03/03