HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH •
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. /Z 2- Lot /)___9C. Zone of Contribution: In_ Out Acreage ' -
Commercial: ---- Residential:C
Street: 44/ ‘79 d' ( = 3 .5 .:.---
Village:
Village: Floor Plan: #Bedrooms: Z
Owner: �.1,J1.(.(_ (4 1 Installer: ����C.�'� / f
Address: Phone: cjfC
Phone:
Builder: Engineer: bi'Lx..k �l js
Address: Phone: Si" �
Phone: 9
' C , f,
N/ YES 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.:
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.:
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.:
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.:
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 L--�
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 /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 t
25.Inspection port on plastic chambers/leach field -f
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 L�
29.Vent provided if leaching below 3 feet,under driveway/parking --r
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 ,
34. Title V Application and permit fee, installer sig tore
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: L 6/03/03