HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
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Location: AM 7g LOT CI" Date of Subdivision Approval
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Street % ' (' 4r Zone of Contribution: In k' Out
Village , i Commercial Residential }--
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Owner:_ .444/1/7-4, / 1, !�.A, �o.* Installer
Builder: Engineer 7ialy
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N/A YES`NO
* 1. Required number of copies received. „/
2. Date of soils exam and percolation test_rot older than 2 years. - 1.1
4 - - • 1_i_ral► . til l ' ►."1110 L• !1)1 !_ •6 6 A .t; - ._I c .1_�. '1 1.711_ •i'.• 1
4. Foundation 2 feet above high ... ! of fronting road for new construction_
5. Water availability letter from at I -is, 1111 1L for new Coition.
(, Benchmark indicated and shown-LIG 6 if near wetlands. f
7. Building sewer does not exit center of ;owe. I/
8. Septic tank a minimum of 10 feet fronihouse and deck. t/,..
'. ... -i,,,_ 1.11' ; 1f'111 __ll t I - 1 Ca !1 + "., %_!t I (�.i 1 E i!_ •,y_ .
10. Leaching a minimum of 100 feet from wetlands.
11. Leaclina.a.minimum of 150 feet from drinkine wells/25 feet_from iriaat on wells. :/
12. System meets all other setback -• irements.. %...
13. Uses adjustment for maximum 1'. . ILIA • ,/'
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14eaching 4-5 feet above add'ust_+ water t. +le or • +ttom of test pit. 1/
15. System not in top or subsoil or 5 foot removal, f
16. Proposed contours are suitable. ✓
7 - Il 11,, ,. ., [K. ...-,.L 31. - $1'I I ." ' " ')I ..1g 3...la
18. System meets breakout require s- peastone elevation carried out 15 feat minimum.
19. Specified tee sizes are proper. s baffle on`outlet tee. �/
20. Sewage flow under 10.000 itpd for parcel
r 21. No garbage disposal.
22. System adequately sized for its_intynded use. t..----
23. Minimum 6" stonem nrchanically eomnacted below the tank and d-box. .....-----
24. Manhole covers within 6"of grade-septic tank and Rump chamber. i./
25. Electrical permit for pump cyber, ,-,/
26. Pumpystem-2" line. weep hole. check valve. sanitary in d-box. alarm on separate circuit.
► = i•. . f i lila Lei 0y:1 • .. • .rywaterproofed.
28. Vent provided ' leaching below 3 feet or under driveway or ming. �✓ //
29. Engineer to inspect and certify: a.clay removal
b. wall construction schedule �---./
• C. 11_11�1 'ib: .111_
0 L_.-1 •_l• _L! . • 1-11J• . II ' 1 .t_
31. H2O loading when system subject to vehicular traffic. t_...----;--
32.
/32. Title V aoRlication and fee signed by a licensed installer. �---i
33. Foundation footing.2 feet above adjusted water table. ..�
34. Lot subdivided prior to July 31-1986 -Nitrate Loading. (......------
5 Subd' 'ded • ;or . ' ' '9- ' 1• • �• t_-- _o 10'
Plan reviewed by:
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