HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
� SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 5 lU Lot 2 Zone of Contribution: In Out_ Acreage /, 77 5
2 \ Commercial: Residential:
Street: 53 c"-A�1.),..d L..�m
Village: Floor Plan: V #Bedrooms: 3
•
Owner: jt,iC , c`Pu r c ` Installer: "t di �'�n's��L'..� G 4,1
Address: f' c
Phone:
Phone:
Builder: Engineer: DO,._, , c e -t
Address: Phone:
Phone:
N/A YES NO
1.Required#of copies received ,Y/
2.Date of soils exam and percolation test not older than 2 yearsit-4/
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.: I,
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.: V
9. Leaching minimum 100 ft from wetlands Var.: C/
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.: t•
13. Uses adjustment for maximum high Groundwater Var.: V
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 - r ,/
16. Proposed contours are suitable I k
17. System meets slope requirements-min. 1/8", %"preferred
18. System meets breakout requirements PVC liner: Wall: V
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 i/
23.Minimum 6"stone or compacted below tank and dbox t/
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 iV.27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size i./
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking V
30. Buoyancy calculations for tank/pump chamber {f
31. Engineer to inspect and certify soils: wall: commercial: 1.
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature LI
33.H-20 loading is subject to vehicular traffic,groundwater L,
34.Title V Application and permit fee,installer signature y,
35.Foundation footing min.2 feet above adjusted ground water for new house 1/
36.Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by:_ �,c..� o o3 0;
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