HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 61 ‘ Lot 9k Zone of Contribution: In Out_ Acreage
Commercial: Residential:
Street: 7 /E N-t Lc_ R- . .
Village: Dr-o Th.\ Floor Plan: #Bedrooms: 3
Owner: S1,50Installer: C/t.o-- i ik-L
Address: Phone:
Phone:
Builder: Engineer: 1- c �D
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 V
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.: 67(c S?' ✓ _
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: . ,/
9. Leaching minimum 100 ft from wetlands Var.: v-
10.
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.: V
13. Uses adjustment for maximum high groundwater Var.: /
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 V
16.Proposed contours are suitable ✓
17. System meets slope requirements-min. 1/8", 1/<"preferred V
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 V
22. System adequately sized for its intended use /
23.Minimum 6"stone or compacted below tank and dbox f
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
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size
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 V
31. Engineer to inspect and certify soils: ✓ wall: commercial: ✓ f*s' -L
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature 1✓ }N'k'"`
33.H-20 loading is subject to vehicular traffic, groundwater V _
34.Title V Application and permit fee, installer signature c/
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:_ -)1--;A S ((31 _2c)22 6030,