HomeMy WebLinkAboutReview Checklist TOWN OFYARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot P-8 13.) Zone of Contribution: In Out Acreage
/� Commercial: Residential:
Street: (�1/ f/Uy,.vto Per4
Village: Y.P Floor Plan: I/ #Bedrooms: 6
Owner: t,ani lel C 4;it Installer: e.. 6 C0 .
Address: /G� ,90-es,,r5 IA.lt Phone: 5-Z7 . c/7 -- 8&7-7
Phone: 7 7 4/- F3-6-Cq/6
Builder: Engineer: dn w, 6/).P tn,
Address: Phone: 5bs .36c.?• Yrw
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 V
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: v
5. Water line 10 ft from septic components Var.:
6. Benchmark indicated and shown-NGVD if near wetlands V
7. Septic tank minimum 10 ft from foundation, deck Var.: v
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: ,,k/ TA.C v
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: rj
11. Tank/leaching minimum 10 ft from property line Var.: /0' S- /
12. System meets all other setback requirements Var.:
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 V
17. System meets slope requirements-min. 1/8", '/"preferred
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, ��
p p , gas baffle on outlet tee V
20. Sewage is under 10,000 gpd for parcel
V
21.No garbage disposal
22. System adequately sized for its intended use v
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 fqr pump chamber/Separate meter for duplexes V
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. Vent provided if leaching below 3 feet,under driveway/parking
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify soils: wall: commercial: V
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic, groundwater V
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 in Assessor's Map
Plan reviewed by: - 6. "4/
6/03/03