HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. „ Lot 3 6'r Zone of Contribution: In Out'_ Acreage G, „cc.c
Street: 11 3 yJ^ c 1` Fc‘:\ce, -Nt-e. Commercial: Residential:
Village: Floor Plan: J #Bedrooms: 3
Owner: fr 2 v', ft) Q '/�ri ep✓ Installerk Q 0 r
Address: Phone:
Phone:
Builder: Engineer: /� ��_ v., ,,c,r/'n
Address: Phone: •J
Phone:
N/A YES j 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 e/
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.: L_ _
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: i..
11. Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.: i/
13. Uses adjustment for maximum high groundwater Var.: c.----'
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
17. System meets slope requirements-min. 1/8", %"preferred f'
18. System meets breakout requirements PVC liner: Wall: I
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel I
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
30.Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify - soils: will: . 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 i
Plan reviewed by: &o;o;