HomeMy WebLinkAboutReview Checklist ,-. .
TOWN OF YARMOUTH
�-' 33 C/3 SEWAGE PLAN REVIEW CHECKLIST
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Location: AM g.7 LOT Date of Subdivision Approval
Street 6' /'i a1Zone of Contribution: In Out
Village �,
_ae Commercial_ Residential
Owner: 1d k! , *v`ft.64,. Installer M
Builder: Engineer 4*l7 .Y'.✓
f7 7_ ZC.eF
N/A YES NO
1. Required number of copies received. c�
2. Date of soils exam and percolation test not older than 2 years.
1 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.
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 maximumhigh 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. ✓
17. System meets slope requirements- min. 1/8". 1/4" preferred.
. 18. System meets breakout resjuirements- peastone elevation carried out 15 feet minimum. ,./
19. Specified tee sizes are proper. gas baffle on outlet tee. 1_/
.20. Sewage flow under 10.000 gpd for parcel. c/
;21. No garbage disposal. L.----
22.
/22. System adequately sized for its intended use. i_../'
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. L.
27. Septic tank and pump chamber to be Factory waterproofed. L/
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. H20 loadin when system subject to vehicular traffic. c._/
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 3L 1986 -Nitrate Loading,
35. Subdivided prior co April 71989 - Phosphorus Zone 300'.
Plan reviewed by: