HomeMy WebLinkAboutReview Checlist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.;M. / l 0 Lot 3 a_ Zone of Contribution: In Out Acreage 70/Oa
Street: L/ n \ I Commer .- : Residential:
Village:
ret: 7 / IV:: c k.e+r- 5-0 r) Uy - 71 �'�
( Floor P an: k� etry # Bedrooms: Ay
Owner: Installe . / i,eu--t- c 4 , / „ _
Address: Phone:
Phone:
Builder: Engineer: 0 0 O- N Cii i'-e_,
Address: Phone:
Phone:
1. Required#of copies received N/A YES NO
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 I d
7. Septic tank minimum 10 ft from foundation, deck Var.: I V
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I I v
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: I T/
11. Tank/leaching minimum 10 ft from property line Var.:
1 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 I
16. Proposed contours are suitable
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 v
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox I
V.
24. Manhole covers within 6"of grade, pump chamber cover to grade l
25. Inspection port on plastic chambers/leach field
AV
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 factorywaterproofed /
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: . i 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
35. Foundation footing min. 2 feet above adjusted ground water for new house
36. Deed Restriction required max. #bedrooms: max. flow: gpd 1
/::::.1--
37. Check area lots for groundwater/Label groundwater in Assessor's Map I
Plan reviewed by: GZY"c:3