HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
rSEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 12.4 Lot 55- Zone of Contribution: In Out X Acreage . r 2-
Commercial:
Commercial: Residential: If(
Street: . 2 old Chwrai St:
Village: Arilm.41 pDr - Floor Plan: #Bedrooms: 9-
Owner: W it l iawl boli (k Installer: (4rx D i i I ne
Address: Phone: U
Phone:
Builder: Engineer: 60 6/h (p+C End
Address: Phone:
Phone:
N/A YE 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
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: X
5.Water line 10 ft from septic components Var.:
6.Benchmark indicated and shown=NGVD if near wetlands t
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.: v•-'"
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: ✓
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.: �✓
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.:
V _
r 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", '/a"preferred . ;/-
18.
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee V-
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 V
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: t -
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic, groundwater t/-
34.
/34.Title V Application and permit fee, installer signature ✓
35.Foundation footing min.2 feet above adjusted ground water for new house ✓
z.
36.Deed Restriction required max. #bedrooms: max. flow: gpd V
37.Check area lots for groundwater/Label groundwater in Assessor's Map
viol.Plan reviewed by: 6/03/03