HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
S- , WAGE PLAN REVIEW CHECKLIST
Location: AM 67 LOT/6 2_ Date of Subdivision Approval
Street -2 Zau4/tom S 1,cua Zone of Contribution: In Out >'
Village . Varepoi..->`16 Commercial Residential )'
Owner: Phan, F J adzev, a Installer 7-- /4
Builder: Engineer AYI
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AO Vc( PVC . !7� Graz 6 - /ram
( 9p( -e o`,,G�ecwav N/A YES NO
1. Required number of copies received.
'7
2. Date of soils exam and percolation test not older than 2 years. L
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. 1/
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. 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. ,.--------
12. System meets all other setback requirements. /.S' Jo /L,r1 t/
13. Uses adjustment for maximum highgroundwater.
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. L/'
17. System meets slope requirements - min. 1/8", 1/4" preferred.
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. t--------
19. Specified tee sizes are proper, gas baffle on outlet tee. ,/'
20. Sewage flow under 10.000 2pd for parcel. ,/
21. No garbage disposal. u/
22. System adequately sized for its intended use. 1l
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. i
25. Electrical permit for pump chamber. ,�
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box. alarm on separate circuit. c/T
7. Se tic t nk an um chamber to be Facto wate ed
28. Vent provided i 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
0. En ineer and Land Surve or stam and si nature
31. H2O loading when system subiect to vehicular traffic.
32. Title V application and fee signed by a licensed installer. v
33. Foundation footing 2 feet above adjusted water table. L----
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading / -'
35. Subdivided prior to April 7, 1989 - Phos.horus on- 310'.
Plan reviewed by: