HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH . ( . 't 7/C/
SEWAGE PLAN REVIEW CHECKLIST ./l-�,P'
Location: A.M. (6.0 Lot 7 UZone of Contribution: In au� AcreageZIC � "",�,
,,. / Commercial: Residential: 0, 4 t l
Street: ��1���'/��� /�A ` //,3,.-s6s6
Village: ,�/' Floor Plan: I./ # Bedrooms:
Owner: -1/ 6/ Installer: '7
Address: Phone:
Phone: l g7s
Builder: `�6Z1ll." Engineer: b5/,4
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Address: Phone: Q-- c -6
Phone: _ .k?;-, ,74,. ..m. ,.. . _,(,,/,-
_ " . ,_, set,j 4 yil-z-S' /I ar'Ai
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 high point of road H.P.: a Fnd:;• Var.:
5. Water line 10 ft from septic components Var.: I
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9.Leaching minimum 100 ft from wetlands Var.: , / '17./
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: i
11. Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.:
7---
13.
13.Uses adjustment for maximum high groundwater Var.: : „owls, ,
14.Leaching set 4-5 ft above adj.water or bottom 9f-tat.,-hole Var.:
15. System not in top or subsoil(A,B horizons)05' 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: c_._
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel ✓/'
21.No garbage disposal c..-
122. System adequately sized for its intended use L--------
1
/E 23.Minimum 6"stone or compacted below tank and dbox L...,
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 C
27.Pump system-2" line,weep hole,check valve,tee in dbox, pump size c---------
28.
�28. Septic tank/pump chamber to be factory waterproofed ___......--
29.
-�29.Vent provided if leaching below 3 feet,under driveway/parking
30.Buoyancy calculations for tank/pump chamber --------
31.
�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:'I/ max. flow: gpd ___.--
37.Check area lots for groundwater/Label groundwater in Assessor's Ma ----�
Plan reviewed by: 6-% W03/o3