HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot C _3 Zone of Contribution: In Out'creage f 3, s er0
Commercial: Residential:
Street: / o,li,, 'caw NQ-4Vt
Village: Floor Plan: J -- # Bedrooms:
O«ner: /j a r-P.G),, PI 2 Z art. 1.ar Nlnstaller:Address: Phone:
Phone:
Builder: Engineer: J--1 C 4-N3✓ yv,e e V ,
Address: Phone:
Phone:
N/A YES NO
1. Required#of copies received v,
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.: C--V
5. Water line 10 ft from septic components Var.: a,"
6.Benchmark indicated and shown-NGVD if near wetlands A/
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.: l
12. System meets all other setback requirements Var.:
13. Uses adjustm t for maximum high groundwater Var.:
/
14. Leaching se 4S ft above adj. water or bottom of test hole Var.: 1'
15. System not in top or subsoil(A,B horizons)or 5' removal Gy
16. Proposed contours are suitable V,
17. System meets slope requirements-nun. 1/8", 'A"preferred
V
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
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
1:7-
30.Buoyancy calculations for tank/pump chamber V'
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 /1 ,7 `� i
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:
_ 60101