HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 1 , �i
Lot Zone of Contribution: In Out / Acreage 46 f!�
Commercial: Residential:
Street: 807 j 017Ek Der- s
Village: Floor Plan: #Bedrooms: 3
Owner: a'ea .'- 1\1_04/__
- Installer: A24, S /3 r-O
Address: Phone:
Phone:
Builder: Engineer: \(\( ,q S 0"
Phone:
Address: ` Q.�G
Phone:
N/A YE\>7. NO
1.Required#of copies received
2.Date of soils exam and percolation test not older than 2 years ,,d
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.: /
ft
8.Leaching minimum 20 ft full, 15 ft crawl, 10 slab Var.:
9.Leaching minimum 100 ft from wetlands Var.: /
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 577
11.Tank/leaching minimum 10 ft from property line Var.: V
12. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.: /�
l
14.Leaching set 4-5 ft above adj. water or bottom of test hole Var.: V
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 Var. I'_18. System meets breakout requirements PVC liner: ll r�
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel v
21.No garbage disposal V.� /
22. System adequately sized for its intended use ._ I
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 V
26. Electrical permit for pump chamber/Separate meter for duplexes 12V
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size
28. Septic tank/pump chamber to be factory waterproofed V/
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:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic, groundwater 1/:
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: .� .r. 1
e -i0 - 16 03 03
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