HomeMy WebLinkAboutReview Checklist y TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. & Lot 6 7 Zone of Contribution: In /OOut_ Acreage g
Commercial: Residential: V
Street: . (7' is lail4
Village: Mi 5,= y,.,,,.,zz Floor Plan: V #Bedrooms: 3
Owner: , s->5 Installer: � hC •Sca. �-ev
Address: Phone: .. �'- 7 7j ,„9 5"
Phone: ,--"5-6 '- 725 O5-”,'
Builder: Engineer: /b.r)-(j,� 6 l G'
Address: Phone: • 50 --2 75---07700
Phone:
N/A YESNO
1.Required#of copies received ,f
2.Date of soils exam and percolation test not older than 2 years V
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.: I./
6.Benchmark indicated and shown=NGVD if near wetlands i.,
7. Septic tank minimum 10 ft from foundation, deck Var.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: / V
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.:
13.Uses adjustment for maximum high groundwater Var.: v'
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: t/-
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", 'A"preferred . 1'
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 /7_,
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox
24.Manhole covers within 6"of grade,pump chamber cover to grade t/
25.Inspection port on plastic chambers/leach field t�
26.Electrical permit for pump chamber/Separate meter for duplexes
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size /
28. Septic tank/pump chamber to be factory waterproofed rte"
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: v/ 1
. 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: 610303