HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / / 5 Lot 17/8 Zone of Contribution: In Out Y Acreage /0� UO 0
A Commercial: Residential: V
Street: /.4/ A r r 0 c Ler ci Or
Village: Floor Plan: 1/ #Bedrooms:
Owner: LD c rV 0:C.c.` .S , I l✓e,_ Installer:
Q`, '� ,...)ti S
Address: Phone: 77q-3 ?a- 0O l s
Phone: C1. 78 - a O/ " W 6 cj/
Builder: Engineer: ECJ;n,i e Q r;,..,, (--)or � c
Address: Phone: 5 O ' 1137 9 - 5 3 i 3
Phone:
N/A YES,„ NO
1. Required#of copies received V
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 V
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: 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.: \/
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: ,�
9. Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking wel1/25 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.: V
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: I/ - .f.F tV
15. System not in top or subsoil(A,B horizons)or 5' removal `
16. Proposed contours are suitable v�
17. System meets slope requirements-min. 1/8", 1/4"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
21.No garbage disposal
22. System adequately sized for its intended use 1"/�
23.Minimum 6"stone or compacted below tank and dbox 1}
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size vii
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking V
30.Buoyancy calculations for tank/pump chamber e./
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 V
35. Foundation footing min.2 feet above adjusted ground water for new house /
36.Deed Restriction required max. #bedrooms: max. flow: gpd �j
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by:� 40 / 6 0101