HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 5 / Zone of Contribution: In Out'Acreage 7 'r 3,
Commercial: Residential:
Street: /1 S (.��/\) e 4;,..)ri L J cti 8-cA
Village: _ Floor Plan: 'V #Bedrooms:
Owner: IS l'/` r;, Set 1 o/�' Installer: 2_1, I C .
Address: I Phone:
Phone:
Builder: Engineer: LS)W e c Ye r S
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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 Y/
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.: V
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.: \7;
‘,..r15. 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: ,s7r.
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 V
23.Minimum 6"stone or compacted below tank and dbox ('' s--ti,,, e. v a,161- 13A
24. Manhole covers within 6"of grade,pump chamber cover to grade
25. Inspection port on plastic chambers/leach field N.Z.-
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.
29. Vent provided if leaching below 3 feet,under driveway/parking I'
30.Buoyancy calculations for tank/pump chamber 1/ V
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature i
33.H-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee,installer signature
I J
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 6 0303