HomeMy WebLinkAboutReview Checklist Y
TOWN OF YARMOUTH
Ps--- SEWAGE PLAN REVIEW CHECKLIST
Location: AM 3� LOT3g 2__ Date of Subdivision Approval
Street 7R-5 O bi/ Zone of Contribution: In Out
Village GO-((/ Commercial Residential
Owner: -Se/kitP,koh ~7 Installer s r ,ap
507-<_,(-
Builder: Engineer \7 Give /ZJl�
77 - P26k'
N/A YES NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years. i. ---
3. 4
/3. 4 feet of naturalhccurnngpervious material, above water tablelnew construction) t_...,7-
4.
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.
/6. Benchmark indicated and shown-NGVD if near wetlands. 1 .
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. i /
12. System meets all other set _ 0 i ts. f - C /r i' (/
13. Uses adjustment for maximum ,'.I_ groundwater. ✓
14. Leaching 4 -5 feet above ad ust- • water table or bottom of testpit. f
15. System not in top or subsoil or 5 foot removal. , cr S%y1lzr t/
16. Proposed contours are suitable. ,
17. System meets slope requirements- min. 118". 1/4" pre , /
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum.
' 19. Specified tee sizes are proper. s baffle on outlet tee.
20. Sewage flow under 10.000 d for parcel. ./`_
• 21. No garbage disposal.
t 22. System adequately sized for its intended use. -17` ,
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 forpump chamber ‘_...------
26.
26. Pump system - 2" line. weep hole. check valve. sanitary in_d-box alarm on separate circuit. ti/
27. Septic tank and pump chamber to be Factory waterproofed. L...------
28.
'28. Vent provided if leaching below 3 feet or under driveway or parking,
29. Engineer to inspect and certify : a. clay removal 1._-- -
b.
./b. wall construction schedule c/
g: commercial system ,�-
30• Engineer and Land Surveyor stamp and signature.
31. H2O loading when system subiect to vehicular traffic. ,
32. Title V application and fee signed byn licensed installer. -
33 Foundation footing 2 feet above adiusted water table.
34. Lot subdivided prior to July 31. 1986 - Nitrate Loading,
. Su•s•vid- • •..rls i ,v 4 . e - 1 , • 1. • t__ • , IIS
Plan reviewed by: (Ce_ (c..