HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location A.M. Lot ,I�-( C, Zone of Contribution: In Out Acreage
Commercial: Residential: ye
Street: -� /ie;t 1k -
Village: i,>. Floor Plan: t6'
Bedrooms:
Owner: A(/eii Installer:
Address: VWFc�, vci 1 c�y^
Phone:
Phone: So cs -a39 , di`I ti
Builder: Engineer: // P�.r c,i e-fiLi, '1QkJ
Address: Phone: -74i -,2 3
Phone: - /kid
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 highpoint of road '�
g H.P.: Fnd: Var.: ✓ -----
5. Water.Me 10 ft from septic components Var.: I /6. Benchmark indicated and shown-NGVD if near wetlands /
7. Septic 'ank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: • i I -
9. Leaching minimum 100 ft from wetlands
Var.: I I
10. Leaching minimum 150 ft from drinking we11/25 ft irrigation well Var.:
11. Tank/leaching minimum 10 ft from property line Var.: L./
i 12. System meets all other setback requirements Var.: V
13. Uses adjustment for maximum high groundwater Var.: L./
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", ''4"preferred /
18. System.lneets breakout requirements PVC liner: / Wall: f
19. Specifiel 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
23. Minimum 6"stone or compacted below tank and dbox `V
24. Manhole covers within 6"of grade, pump chamber cover to grade 7
25. Inspection port on plastic chambers/leach field ;/
26. Electrica 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 proyided if leaching below 3 feet,under driveway/parkins
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify commercial: _ LZr-
soils: Wall: ;'
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic, groundwater V
34.Title V Avplication andpermit fee, installer signature V
35. Foundation footing min. 2 feet above adjusted ground water for new house V.
36. Deed Res.riction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: I V- l? a 5
G0 0