HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. p?, Lot / 8 Zone of Contribution: In Out Acreage g Svg'
�j Commercial: Residential: h�
Street: // / / r D r
Village: _ Floor Plan: L- #Bedrooms:
Owner: S v✓e c ; iv-t; 1-rU3 V-' Installer: 3 /3 tXQ f} 174/0#--./
Address: _ Phone:
Phone:
Builder: Engineer: . MQ 3 a
Address: Phone:
Phone:
i -
NIA YES NO 1
1. Required#of copies received
2. Date of soils exam and percolation test not older than 2 years I
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.: 9
v /
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.: i
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: \,7,..-
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: i C�
11. Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.:
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: 1.
15. System not in top or subsoil(A,B horizons)or 5' removal 1/''
16. Proposed contours are suitable --
17. System meets slope requirements-min. 1/8", ;4"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 I/ /
21. No garbage disposal ✓�i
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox %
24. Manhole covers within 6"of grade, pump chamber cover to grade I/`�
25. Inspection port on plastic chambers/leach field L../..-
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. Se tic 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 t/
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature / -
33. H-20 loading is subject to vehicular traffic, groundwater
34. Title V Application and permit fee, installer signature
35. Foundation footing min. 2 feet above adjusted ground water for new house i
36. Deed Restriction required max. #bedrooms: max. flow: gpd /.
37. Check area lots for groundwater/Label groundwater in Assessor's Map 1,
Plan reviewed by: 1:74.4
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