HomeMy WebLinkAboutReview Checklist r
TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 7 7 Lot ea Zone of Contribution: In /Out_ Acreage
Commercial: Residential: t
Street: 3 a 4.4-„i ex).--i,,�„ 4 G ci ,,�
Village: SamEfc✓/r7C- Floor Plan: tO #Bedrooms: 3
Owner: E,,,-,,,iG K� Installer: C ,N ro{rn of 0 r�� .5'1---A,Gnfz,--.
Address: ,. Phone: 773,F 3 0 y/o1 c
Phone:
Builder: Engineer: pq 4,,'0( 5 9-( 3-----7.--
Address: �„------ Phone: -7-,if/ 7
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
4.Foundation 2 ft above hi 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
7. Septic tank minimum 10 ft from foundation, deck Var.: E`X S\ ,v L V
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab /a / " ,. 0
9.Leaching minimum 100 ft from wetlands Var.: V
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V
11. Tank/leaching minimum 10 ft from property line Var.: is
12. System meets all other setback requirements Var.: ,�
13.Uses adjustment for maximum high groundwater Var.:
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", 1/4"preferred
18. System meets breakout requirements PVC liner: Wall: ✓/
' 19. Specified tee sizes are proper, gas baffle on outlet tee isr
20. Sewage is under 10,000 gpd for parcel V
21.No garbage disposal vO�
22. System adequately sized for its intended use
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 a 500 e. / c/4.6_,_,
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
29.Vent provided if leaching below 3 feet, under driveway/parking
30.Buoyancy calculations for tank/pump chamber ✓
31.Engineer to inspect and certify soils: wall: commercial: A
.,k 32.Engineer/Registered Sanitarian and(and Surveyor stampOsignature
33.H-20 loading is subject to vehicular traffic, groundwater _ f
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 , V
Plan reviewed by: Al: /� . �' 6,03/03