HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3 3 Lot 2 C Zone of Contribution: In Out_' Acreage ), a C J
Commercial: Residential:
Street: b/ r , �#..) Rd. V
Village: Floor Plan: #Bedrooms:
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Owner: 0 e a/, I a sty; 2 AC P. . Installer: p p.,. (% ) bp 't'(O
Address: Phone:
Phone:
Builder: Engineer: 'C' -ev er pi s6"2- 1,� c
Address: Phone: J
Phone:
N;A YES NO
1.Required#of copies received
2. Date of soils exam and percolation test not older than 2 years
V
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 e/
7. Septic tank minimum 10 ft from foundation, deck Var.: 17
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.: 1
11.Tank/leaching minimum 10 ft from property line Var.: /
12. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.: s-----.' /
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 t7
18. System meets breakout requirements PVC liner: Wall: 1
19. Specified tee sizes are proper,gas baffle on outlet tee i
20. Sewage is under 10,000 gpd for parcel v
21.No garbage disposal t/
22. System adequately sized for its intended use
c.23.Minimum 6"stone or compacted below tank and dbox �/
24. Manhole covers within 6"of grade,pump chamber cover to grade V
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: wall: _._._commercial: __ ,p/
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
Plan reviewed by _ . 6 o.of