HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
2 l SEWAGE PLAN REVIEW CHECKLIST X
Location: A.M. Ii-t. Lot gD Zone of Contribution: InOut Acreage i Zte
Commercial: Residential: x
Street: '--/CJ 7 ie 1-C_ li'A
Village: � �" / �,^ Floor Plan: 116 #Bedrooms:
Owner: 11.04 i o (/l cl V h I Installer: rivr 1'il 'Vied--
Address: Phone:
Phone:
Builder'. Engineer: (Ve2 6j
Address: Phone:
Phone:
N/A 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.
/9.Leaching minimum 100 ft from wetlands Var.:
/1110.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.:
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
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 V
• 21.No garbage disposal
t 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
i.-------
26.Electrical permit for pump chamber/Separate meter for duplexes f
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size L'
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 ✓J
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 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: MR4V 6/03/03