HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. /24 Lot F6 Zone of Contribution: In_ OutAcreage
// Commercial: Re idential:(o
Street: 7 P C �4 i 1.ez4 /
Village: ,4 Floor Plan: V #Bedrooms: a,2
Owner: AL-date sktddei Installer: 4/1/
Address: Phone: - --5--- 15 3
-Phone:
Builder: Engineer: a/e,- li �
Address: / Phone: 775 Q75-1t
Phone: / )
14/A YES NO
1.Required#of copies received
2.Date of soils exam and percolation test not older than 2 years 1---
3.4-5
--
3.4-5 ft of naturally occurring pervious material, above water table k.--------
4.
/4.Foundation 2 ft above high 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 I.
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.:
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: Yom°
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.:
14.Leaching set 4-5 ft above adj.water or botto o test hole Var.: l/
15. System not in top or subsoil(A,B horizons) 5'remov
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", 'A"preferred
18.System meets breakout requirements PVC liner: Wall: L../
19. Specified tee sizes are proper,gas baffle on outlet tee
. 20. Sewage is under 10,000 gpd for parcel �/
21.No garbage disposal -2
22.System adequately sized for its intended use L '
23.Minimum 6"stone or compacted below tank and dbox i!
24.Manhole covers within 6"of grade,pump chamber cover to grade L.-------
25.
/25.Inspection port on plastic chambers/leach field ( ,_
26.Electrical permit for pump chamber/Separate meter for duplexes L/
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: ------
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:• QI 6/03/03