HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3/ Lot // Zone of Contribution: In_ Out Acreage, ,S /01 3
Commercial: Residential: 4.
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Street: 3 3 _S D f;.,.tl, e v--
Village: 1 J Floor Plan:'N , el #Bedrooms:
Owner: Installer: C- . C4,�( er'D ,
Address: Phone:
Phone:
Builder:Address: Engineer: ENe ;f„ �
,-r,',L, 30 e-, .r
Phone:
Phone:
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 high point of road H.P.: End: Var.:
5. Water line 10 ft from septic components Var.: 6V
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: f
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.: G/
12. System meets all other setback requirements Var.: ` e/
13. Uses adjust aximum high groundwater Var.: L/
14. Leachin set 4-5 ft a ve adj. water or bottom of test hole Var.:l -,› 4/ 1---- ---
15. System n . p or subsoil (A,B horizons)or 5' removal
16. Proposed contours are suitable �/4/
17. System meets slope requirements-min. 1/8", 'A"preferred ,/
__18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee 4---.-
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
24. Manhole covers within 6"of grade, pump chamber cover to grade j
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes I/
27. Pump system-2"line,weep hole,check valve, tee in dbox, pump size
28. Septic tank/pump chamber to be factory waterproofed C
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
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 N
36. Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map I 'Y 1
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Plan reviewed by: C'..ir- b /37 )
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