HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM 5 LOT 3 Date of Subdivision Approval
Street 8 2- C'L .� r. Zone of Contribution: In Out )o
Village . , -_7Commercial Residential
Owner: er,e,l c Jl' ��q /_ Installer /3 /� _
Builder: Engineer ,//7 �a 4
/rye 7 4--,j13
N/A YES NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years.
3. 4 feet of naturally occurring pervious material, above water table(new construction)
4. Foundation 2 feet above high point of fronting road for new construction.
5. Water availability letter from Water Department for new construction. ,/
6. Benchmark indicated and shown -NGVD if near wetlands. 1./
7. Building sewer does not exit center of house.
8. Septic tank a minimum of 10 feet from house and deck. L/
9. Leaching a minimum of 20 feet from house and 10 feet from deck. ✓'
10. Leaching a minimum of 100 feet from wetlands.
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. t.l
12. System meets all other setback requirements. it
13. Uses adjustment for maximum high groundwater.
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. t/
15. System not in top or subsoil or 5 foot removal.
16. Proposed contours are suitable. 7/
17. System meets slope requirements - min. 1/8", 1/4" preferred.
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. /
19. Specified tee sizes are proper. gas baffle on outlet tee. o/
29. Sewage flow under 10,000 grid for parcel. _
21. No garbage disposal.
22. System adequately sized for its intended use. )l
23. Minimum 6" stone or mechanically compacted below the tank and d-box.
24. Manhole covers within 6" of grade - septic tank and pump chamber.
25. Electrical permit for pump chamber. :l
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box, alarm on separate circuit.
27. Septic tank and pump chamber to be Factory waterproofed. '/
28. Vent provided if leaching below 3 feet or under driveway or parking,
29. Engineer to inspect and certify : a. clay removal L./'
b. wall construction schedule
c. commercial system
30. Engineer and Land Surveyor stamp and signature. IZ
31. H2O loading when system subiect to vehicular traffic. L/'
32. Title V application and fee signed by a licensed installer, LZ
33. Foundation footing 2 feet above adjusted water table.
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading,
35. Subdivided prior to April 7, 1989 - Phosphorus Zone 300'.
Plan reviewed by:
i • •
a