HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM (vi LOT // Date of Subdivision Approval
T7)
S 7 S�-
gStreet /t � ;z� ( d / Zone of Contribution: In Out
Village % !rl�G2 '�// Commercial Residential -"
Owner: /#4 _, /,e' f ,/,/ll' 7 /'s-"" Installer
Builder: Engineer �/ � � "M k..2
Z S S-/O�G �
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) ►l
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. ,....----
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. i/
15. System not in top or subsoil or 5 foot removal. t l
16. Proposed contours are suitable. t/'
17. System meets slope requirements - min. 1/8"L 1/4" preferred. t_/.
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. 1../-
19. Specified tee sizes are proper. gas baffle on outlet tee.
20. Sewage flow under 10.000 gpd for parcel. ✓
21. No garbage disposal. L/
22. System adequately sized for its intended use, ►l
23. Minimum 6" stone or mechanically compacted below the tank and d-box. 1
24. Manhole covers within 6" of grade - septic tank and pump chamber. 1
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. f
28. Vent provided if leaching below 3 feet or under driveway or parking. ✓
29. Engineer to inspect and certify : A. clay removal c./
b. wall construction schedule
c. commercial system
30. Engineer and Land Surveyor stamp and signature, 1_,---'--
31. H2O loading when system subject to vehicular traffic. ,/
32. Title V application and fee signed by a licensed installer. t
33. Foundation footing 2 feet above adjusted water table.
34. Lot subdivided prior to July 31,_1986 - Nitrate Loading,
35. Subdivided prior io April 7, 1989 - Phosphorus Zone 300'.
Plan reviewed by: 0