HomeMy WebLinkAboutReview Checklist '� TOWN OF YARMOUTH ?.‘%>K_ ,
.t , xi SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 76 Lot 9 / Zone of Contribution: In "'Out_ Acreage 4 ' i.10
� Commercial: Residential: 7�
Street: / 7-0 6//�L c '�
Village: G(/ 01/- Floor Plan: .....-------#Bedrooms: \ )
Owner: AtidG, 7 Installer: %-1 =.1'/-
Address: Phone:
i Phone:
Builder: Engineer:
24---n7 -(---6
.Address: Phone: FCl �S"
Phone: - /�=-- S ktcGe�2 C a/161
N/A YES NO
1.Required#of copies received L.---''
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&above high point of road H.P.: Fnd: Var.: f
5. Water line 10 ft from septic components Var.: V
6.Benchmark indicated and shown-NGVD if near wetlands 't..
7. Septic tank minimum 10 ft from foundation, deck Var.: �-
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: L -
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.: L.--------
13.Uses adjustment for maximum high groundwater Var.: t/ ' .
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: /
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", preferred `��
' "
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee C
20. Sewage is under 10,000 gpd for parcel C_.---
21.No garbage disposal V
22.System adequately sized for its intended use k.--/
• 23.Minimum 6"stone or compacted below tank and dbox v... ---
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.
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
f3130. Buoyancy calculations for tank/pump chamber -.--7-
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: j 6/03/03