HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH •
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. ,A 7 Lot 70 Zone of Contribution: In Out l Acreage SC /
Commercial: Residential: !/--
Street: 3 / ( f,,g r al ; 1( 4 r, ) ,
Village: Floor Plan: 1 #Bedrooms: 3
Owner: i 7 i G� y/A
�„ „� 0 v� Installer: 0C, r
Address: / Phone:
Phone:
Builder: Engineer: R i ci, t1-- ! J: /c. O
Address: Phone: /�
Phone:
100 re S e C -t B I-a i/ns -
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.: Fnd: Var.: ✓
5. Water line 10 ft from septic components Var.: I L/
6. Benchmark indicated and shown-NGVD if near wetlands 1
7. Septic tank minimum 10 ft from foundation, deck Var.: ✓
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab L_.. -
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
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.: l
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", %"preferred
_18. System meets breakout requirements PVC liner: Wall: ,----"/
19. Specified tee sizes are proper, gas baffle on outlet tee ,
20. Sewage is under 10,000 gpd for parcel \/_
21.No Qarbaae disposal I
2 System ade uately sized for its intended use- 1/_r, 3 d, 1,„ re vet ,..� I L---•"".
23. inimum 6 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 /
27.Pump system-2"line,weep hole,check valve, tee in dbox,pump size /
28. Septic tank/pump chamber to be factory waterproofed - 1
29. Vent provided if leaching below 3 feet,under driveway/parking
30.Buoyancy calculations for tank/pump chamber .
3-1. 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 r
36.Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: Cy_G".4„„yd__
_S(,�. /_�� _ ,o:o:
/`V' � Z