HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location A.M. Lot - ,'� Zone of Contribution: In Out_ Acreage
Commercial: Residential:Street: /i,>/�,,i,- .- r
Village: Floor Plan: #
Bedrooms:
Owner: /� '
%�l w /;is r)1 Installer: k/4i�-k c: 6 k 11,.( ,/(r'
Address: Phone: S L )
Phone: e , 3`i ".,?(;`/ ZS S 5
Builder:
Engineer: 6 5 L-- (-7, t ,v,
Address: Phone: S f 7
Phone: 1. I� I
1. Required#of copies received N/A YES NO
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 high point of road
5. Water_Me 10 ft from septic components Var.. Fnd: Var.:
6. Benchmark indicated and shown-NGVD if near wetlands I `�
7. Septic tank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: i ✓
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking we11/25 ft irrigation well Var.:
11. Tank/leaching minimum 10 ft from property line Var.:
1 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.: i ✓ I
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", %"preferred
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage :sunder 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 v
24. Manhole covers within 6"of grade, pump chamber cover to grade
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 f
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:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature 6
33.H-20 loading is subject to vehicular traffic,groundwater
34.Title V Mplication and permit fee, installer signature
35.Foundation footing min. 2 feet above adjusted ground water for new house L,
36. Deed Restriction required max. #bedrooms: max. flow: gpd j
37. Check area lots for groundwater/Label roundwater in Assessor's Mao I
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Plat►reviewed by: _ / /;211/J)