HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot Zone of Contribution: In_ Out_ Acreage
Commercial: Residential:
Street: j($ �-),✓5Z'h(a L✓) ---
Village: <;.n,,,,�,,,,,t,L ,-}
y p� Floor Plan: 't ��
a Bedrooms:
Owner: S 1,,1;,e re,,,-p6e// Il ovv,1, U.? Installer: I nn ,I, 0
Address: r`6 C 4„.t..„- 6, ,1 y ,11 Phone:
Phone: - / ? x ? ;7
Builder:
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Address: Engineer: ,). C_ C
Phone: Phone: Sc;g , 7?3- c j 7 -79
1. Required#of copies received N E'` t. I NO
2. Date of soils exam and percolation test not older than 2 years I
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3. 4-5 ft of naturally occurring pervious material, above water table -4. Foundation 2 ft above highpoint of road V H.P.: Fnd: Var.: /
5. Water line 10 ft from septic components Var.: I ✓ -
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 I ✓
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
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.: t/
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: `/j
15. System not in top or subsoil(A,B horizons)or 5' removal
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16. Proposed contours are suitable I ',
17. System meets slope requirements-min. 1/8", '/"preferred /
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_ 18. System meets breakout requirements
PVC liner: Wall:/l1
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 I 1
124. Manhole covers within 6"of grade, pump chamber cover to grade T
25. Inspection port on plastic chambers/leach fieldI V
26. Electrical permit for pump chamber/Separate meter for duplexes ✓t/
27. Pump system-2"line,weep hole,check valve, tee in dbox,pump size ;/
28. Septic tank/pump chamber to be factory waterproofed I
29. Vent provided if leaching below 3 feet,under driveway/parking
30. Buoyancy calculations for lank/pump chamber '/ 1.../31. Engineer to inspect and I
certify soils: „� wall: commercial: I ;/
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
36. Deed Restriction required max. #bedrooms: max. flow: gpd I 37. Check area lots for groundwater/L P ndwater in Assessor's Ma I
Plan reviewed by: " S ,96
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