HomeMy WebLinkAboutReview Checklist "" - ' TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. c7--.5 Lot Zone of Contribution: In Ou( Acreage
ACc,Commercial: Residential: �Street: 4Z. e�P )4--F,1 �
Village: t42' (/ Floor Plan: t/ >'
d 0'L a 111 # Bedrooms:
Owner: tee(e Installer: 77
Address: �l Phone: E3),ta i- -71 ' I GA-(I-1-e
Phone: . .! VY1/ .- • Qtt1 f th
Builder: Engineer: 6S, .. , /
Address: Phone: -7-7.---//�l
Phone: / 12( S 7 c ref b f Ittvi
N/A YES NO
1.Required#of copies received ,/
2.Date of soils exam and percolation test not older than 2 years c.-----•
3.4-5 ft of naturally occurring pervious material,above water table Li'
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.: t/
6. Benchmark indicated and shown-NGVD if near wetlands L.----•
7. Septic tank minimum 10 ft from foundation, deck Var.: u LIA. L. AeL 05.-
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: L.-----
9.
/9. Leaching minimum 100 ft from wetlands Var.: 5Y 7 L_--
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.: 7 7
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 e - pVar.: Com'
15. System not in top or subsoil'(A,B horizons)o, 5'remov:I (.._.------
16.Proposed contours are suitable -
17. System meets slope requirements-min. 1/8", 1/4"preferred C�
'18. System meets breakout requirements PVC liner: Wall: 1-----
19.
/19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel L..---
21.
121.No garbage disposal 6 (6- e )1/t1W )
22. System adequately sized for its intended use i
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 l/
26. Electrical permit for pump chamber/Separate meter for duplexes (,----
27.
/27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size l./
28. Septic tank/pump chamber to be factory waterproofed l./
29.Vent provided if leaching below 3 feet,under driveway/parking 1/4°>-'
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify soils: / wall: commercial:
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature c....-----
33. H-20 loading is subject to vehicular traffic, groundwater L.-----
34.
r34. 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: 6/03/03