HomeMy WebLinkAboutReveiw Checklist r s
TOWN OF YARMOUTH
76 4 SEWAGE PLAN REVIEW CHECKLIST
Location: AM 04 LOT LZ 7 Date of Subdivision Approval
Street c24/16e7 '"/ 7 3 %t-.9"
Zone of Contribution: In
Village G�2 Commercial Residential
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Owner: / �C ez/-PILI07Installer T '-.
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Builder:
/ Engineer / 4
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N/A YES NO
1. Required number of copies received, t../
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.
7. Building sewer does not exit center of house. I/
8. Septic tank a minimum of 10 feet from house and deck. 1. -"-
9. Leaching a minimum of 20 feet from house and 10 feet from deck. L/
10, Leaching a minimum of 100 feet from wetlands.
11. Leaching a ' ' um of 150 feet from drinking wells/25 feet from irrigation wells. .��
12. System meets all other setback requirements. t/
13. Uses adjustment for maximum high groundwater. f
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit.
15. System not in top or subsoil or 5 foot removal.
16. Proposed contours are suitable. tv./-
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. iV
20. Sewage flow under 10.000 gpd for parcel, v/
21. No garbage disposal. f
.22. System adequately sized for its intended use.
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. :/-
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. t/
28. Vent provided if leachinn below 3 feet or under driveway or parking, L./�
29. Engineer to inspect and certify : a. clay removal
b. wall construction schedule
c: commercial system (/
30. Engineer and Land Surveyor stamp and signature. S
31. H2O loading when system subject to vehicular traffic. f
32. Title V application and fee signed by a licensed installer.
33. Foundation footing 2 feet above adjusted water table.
34. Lot subdivided prior to July 31. 1986 - Nitrate Loading,
5. Subdivided .ri.r to A. ' 7 19' • - Phos silo . s 10'.
Plan reviewed by: &....-,
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