HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 53 Lot /7 Zone of Contribution: In/Out Acreage /Z 3 74/ �''
Commercial: Residential: L/
Street: 02 g 6 C�v.,. P S-C
Village: Floor Plan: #Bedrooms: a_
Owner: -s -I r t c. C p r re i r A Installer: A„ O u r c..
Address: Phone: 50 g - 4'77-- g 8 77
Phone:
Builder: Engineer: Z1: �--
Cr L="-)CJ i N e e r i ry
Address: Phone: I 0 -
Phone:
N/A YES NO
1.Required#of copies received
2.Date of soils exam and percolation test not older than 2 years t/-
3.4-5 ft of naturally occurring pervious material,above water table
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5.Water line 10 ft from septic components Var.:
6.Benchmark indicated and shown-NGVD if near wetlands V
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.:
1/1:10. 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 _ oundwater Var.:
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.` (JD wc1'et fag" \<
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", 1/"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 1 .
22. System adequately sized for its intended use i.
23.Minimum 6"stone or compacted below tank and dbox
't/-**
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 V
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size
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
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
36.Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: __ 6 03 03