HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH m L/ a c� 13
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 5e2. Zone of Contribution: In Out ✓ Acreage / Di o 0 0 "=
Commercial: Residential: 1,00
Street: / 7 YY\ s rno-tj S e r ;Nape
Village: Floor Plan: #Bedrooms:
Owner: j e5S I C A I---,a r03 e. Installer: MCF 1✓ ;r't'-w o r,k s .QA,c_.
Address: Phone: 5'ok 3 64.1- 4'S y/
Phone: 508 d a 7- 74/4/r
Builder: Engineer: 0 o a ti L
C A ? e_ -,v ; e. .Q r;n-Tay
Address: Phone: 6-0 $ 3 c,„1 - i15Lty
Phone:
N/A YES NO
1.Required#of copies received V
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 V
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: V
5.Water line 10 ft from septic components Var.: V
6.Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation,deck Var. ei S-r.
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: ,S )l / `f
9.Leaching minimum 100 ft from wetlands Var.: �/
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V
11.T eachin-Itiinimum 10 ft from property line Vaz.: 5/' V
12. Syste eets all other setback requirements Var.: I
13.Uses adjustment for maximum high groundwater Var.: V
14.Leaching set 4-5 ft above adj. water or bottom of test hole Var.: V
15. System not in top or subsoil(A,B horizons)or 5' removal I V I
16.Proposed contours are suitable //
17. System meets slope requirements-min. 1/8", 1/4"preferred �'✓/
18. System meets breakout requirements PVC liner: Wall: r/
19. Specified tee sizes are proper,gas baffle on outlet tee V
20. Sewage is under 10,000 gpd for parcel ✓
21.No garbage disposal rl,
22. System adequately sized for its intended use uz
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 . /
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 7
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify soils: wall: commercial: V
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature V
33.H-20 loading is subject to vehicular traffic,groundwater
34.Title V Application and permit fee,installer signature y
35.Foundation footing min. 2 feet above adjusted ground water for new house
t7
36.
36.Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map I
Plan reviewed by: 7/G. s._'i _5(•�C ------ 6 0303