HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3 7 Lot 1-I . Z Zone of Contribution: In Out "Acreage
Commercial: )` Residential:
Street: 22 c, P'- --c �- 2 e
Village: ,..,)CI5.7- Floor Plan: ✓ #Bedrooms: 6,( f /000 s
Owner: l-10,5s-.rte ,--1ea T 5a,,.) Installer:
Address: Phone:
Phone:
Builder: Engineer: CO r4-'5. 'C-
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.: V
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.: ' k/
11.Tank/leaching minimum 10 ft from property line Var.: V
12. System meets all other setback requirements Var.: 7
13.Uses adjustment for maximum high groundwater Var.: V
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: V
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", 1/,"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 J
21.No garbage disposal
22. System adequately sized for its intended use 1/
23.Minimum 6"stone or compacted below tank and dbox V,
24.Manhole covers within 6"of grade, pump chamber cover to grade ,/,-
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 Al 1(
29.Vent provided if leaching below 3 feet,under driveway/parking c/
30. Buoyancy calculations for tank/pump chamber r/
31. Engineer to inspect and certify soils: wall: commercial: \/
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature t/
33. H-20 loading is subject to vehicular traffic,groundwater 17
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• Assessor's Map
Plan reviewed by: cv' ` �'T K [2- 2G 2Z
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