HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 11 Lot Zone of Contribution: In Out X Acreage . 3 7
Commercial: Residential: J\
Street: J f 4- Z1--
Village:
-'-Village: So liatindh Floor Plan: #Bedrooms: 3
Owner: Irl -6W p{ 4 Installer: A-44 -i k.p_4(-*
Address: S6019 yyl f. Phone: q-D$- 7 IL, - ('tp,0
Phone: q g _on'-7 . 7D 2 g
Builder: Engineer: S W Z2-/${Y End//1 f ell Gf
Address: Phone: SDS- -3 F' -v(p7SO tI
Phone:
N/A YES/ NO
1.Required#of copies received ✓
2.Date of soils exam and percolation test not older than 2 years N ,
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.: iO
6.Benchmark indicated and shown-NGVD if near wetlands a.--- -
7.
/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.: ,/
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: t/
11. Tank/leaching minimum 10 ft from property line Var.: _t ./
12. System meets all other setback requirements Var.:
13.Uses adjustment for maximum high groundwater Var.: 1/
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 i/---
16.
/16.Proposed contours are suitable I/
17. System meets slope requirements-min. 1/8", Vs"preferred
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel
2)..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 t/
27.Pump system-2" line,weep hole,check valve,tee in dbox, pump size )./
28. Septic tank/pump chamber to be factory waterproofed t<
29.Vent provided if leaching below 3 feet,under driveway/parking
30. Buoyancy calculations for tank/pump chamber N/
31. Engineer to inspect and certify soils: wall: commercial: v,
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 y
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 oundwat- •I Assessor's Map
Plan reviewed by: al l 6/03iO3