HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
, c SEWAGE PLAN REVIEW CHECKLIST
Location: AM LOT /S 7 Date of Subdivision Approval
Street/ 44or /47/iV/i Zone of Contribution: In Out '
Village . iry , Commercial Residential
Owner: �afr� (�('.e.-_ Installer P,/-Z/
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Builder: Engineer /),,_ , C� ',
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N/A YES NO
1. Required number of copies received. i�
2. Date of soils exam and percolation test not older than 2 years.
3. 4 feet of naturally occurring pervious material, above water tablet 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.
8._ Septic tank a minimum of 10 feet from house and deck. ►�
9. Leaching a minimum of 20 feet from house and 10 feet from deck. J i.
10. Leaching a minimum of 100 feet from wetlands.
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells.
12. System meets all other setback requirements.
13. Uses adjustment for maximum high groundwater. ✓ -
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. ✓/
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.
20. Sewage flow under 10.000 gpd for parcel. ✓l
21. No garbage disposal. `�
22. System adequately sized for its intended use. ✓'
23. Minimum 6" stone or mechanically compacted below the tank and d-box. l/'
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.
28. Vent provided if leaching below 3 feet or under driveway or parking.
29. Engineer to inspect and certify : a. clay removal ‘...-
b. wall construction schedule
c. commercial system
30. Engineer and Land Surveyor stamp and signature. -�
31. H2O loading when system subject to vehicular traffic.
32. Title V application and fee signed by a licensed installer.
33. Foundation footing 2 feet above adjusted water table. `J
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading. `f
6
35. Subdivided prior to April 7, 1989 - Phosphorus Zone 300'.
Plan reviewed by: