HomeMy WebLinkAboutReview ChecklistTOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
rLocation:A.M. Lot ! ;/(/ y Zone of Contribution: In Out Acreage
Commercial: Residential:Street: i,r -7
Village: j Floor Plan: Bedrooms: -,.J
Owner: , t 11, ,;)‘.,.;„;-:, Installer:Address: ,f : i.„,,,,._ 5-/- J lj Phone: s.?.: - -j`si - `;i J 7Phone: c.`• . : (, r. 42 -)--/l
Builder: Engineer e-: ,,,-s,_Address:
Phone: j,., r :2Phone:5-,..,-,]
N/A YES1. Required#of copies received 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 table4. Foundation 2 ft above high point of road H.P.:Fnd:Var.: 5. Water line 10 ft from septic components Var.: I6. Benchmark indicated and shown-NGVD if near wetlands7. Septic tank minimum 10 ft from foundation, deck Var.:8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I9. Leaching minimum 100 ft from wetlands Var.: I v.10. Leaching minimum 150 ft from drinking rve11/25 ft irrigation well Var.:11. Tank/leaching minimum 10 ft from property line Var.:
1 12. System meets all other setback requirements Var.: 1y13. Uses adjustment for maximum high groundwater Var.:14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.` Li" I15. System not in top or subsoil (A,B horizons)or 5' removal16. Proposed contours are suitable I `
17. System meets slope requirements-min. 1/8", '''A"preferred1.8. System meets breakout requirements
19. Specified tee sizes are pr ,per, gas baffle on outlet tee
PVC liner: Wall:
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 4/
24. Manhole covers within 6"of grade, pump chamber cover to grade25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes
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27.Pump system-2"line,weep hole,check valve, tee in dbox, pump size28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking30. Buoyancy calculations for tank/pump chamber31. Engineer to inspect and certify soils:wall: commercial: 32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature33.H-20 loading is subject to vehicular traffic,groundwater
34.Title V Application and permit fee, installer signatureV
35. Foundation footing min. 2 feet above adjusted ground water for new house v
36.Deed Restriction required max. bedrooms: max. flow: gpd l37. Check area lots for groundwater/Label groundwater' ssessor's Map I
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Plan reviewed by: _ 7 ) -i,;/