HomeMy WebLinkAboutReview Checklist 01
V)( TOWN OF YARMOUTH
./.e:73SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 33 Zone of Contribution: In Out_ Acreage
Commercial: Residential:
Street: . 3 a &Ay '4 -i1..J i?1- 3
Village: y�,.."0 L.,77-/ 1- e7.-* Floor Plan: #Bedrooms:
Owner: PC4 tV7 C►A Dam kreN 5k1 Installer: -1/.s ec• -
Address: f.go.s.A,e-- Phone: Sob x 6 Z - 23 7
Phone:
Builder: Engineer: -5 -aie,efsot 5 i ti�Q,Qjwl
Address: Phone: SD -3Q5 - 97p
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 Gi_U ` b
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: IZ:
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.: (SE"1' ,J( (
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 well/25 ft irrigation well Var.: "V
11.Tank/leaching minimum 10 ft from property line Var.: f
12. System meets all other setback requirements Var.: V
13.Uses adjustment for maximum high groundwater Var.:
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: f/
15. System not in top or subsoil(A,B horizons)or 5'removal 1,!,..
16.Proposed contours are suitable ✓
17. System meets slope requirements-min. 1/8", preferred V
' "
18. System meets breakout requirements PVC liner: Wall: 17
• 19. Specified tee sizes are proper, gas baffle on outlet tee tZ-
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal V
22. System adequately sized for its intended use 1."
23.Minimum 6"stone or compacted below tank and dbox
24.Manhole covers within 6"of grade,pump chamber cover to grade
25.Inspection port on plastic chambers/leach field V//
26.Electrical permit for pump chamber/Separate meter for duplexes
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size f
28. Septic tank/pump chamber to be factory waterproofed
29.Vent provided if leaching below 3 feet, under driveway/parking
30.Buoyancy calculations for tank/pump chamber ✓V/
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: pae77 ///�)/fT 6/03/03