HomeMy WebLinkAboutReview Checklist D ,B °X .S.-=,-.. Gl('�- o . I- '
TOWN OF YARMOUTH
-t-3+ ( -- - SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. `./.5" Lot 'Y 7 Zone of Contribution: In /Out_ Acreage
Commercial: Residential: V
Street: . /q f34fri -4- ..
Village: IS f t/��,,, Floor Plan: #Bedrooms: 3
Owner Z.o# p, t'7, /QInstaller: 0
Address: /' Phone:
Phone:
Builder: Engineer: iDq/7 Si2t4r/4'-r,i/O 24s '-
Address: /� Phone:
Phone: /
N/A YES NO
1.Required#of copies received l�
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.: ✓
5.Water line 10 ft from septic components Var.: V
6.Benchmark indicated and shown=NGVD if near wetlands V
7.Septic tank minimum 10 ft from foundation, deck Var.: ` 17
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: g / (")
9.Leaching minimum 100 ft from wetlands Var.: V.
10.Leaching minimum 150 ft from drinking well/25 ft irrigatioll Var.: L/
11.T cll. minimum 10 ft from property line Var.: ir s7- c,-,5#•)-)6. C .
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.: N✓`
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", %"pref /
18. System meets breakout requirements OVC liner. <`Wall: C)
ru
19. Specified tee sizes are proper, gas baffle on outlet tee V,
20. Sewage is under 10,000 gpd for parcel V
21.No garbage disposal
22. System adequately sized for its intended use ✓
23.Minimum 6"stone or compacted below tank and dbox 16
24.Manhole covers within 6"of grade,pump chamber cover to grade V
25.Inspection port on plastic chambers/leach field / V
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: ✓
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature V.
33.H-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee, installer signature n
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 f
Plan reviewed by: r/- I°/3(i?" 6/03/03