HomeMy WebLinkAboutReview Checklist •
' TOWN OF YARMOUTH
/e A jS l SEWAGE PLAN REVIEW CHECKLIST
Location: ANN MD LOT .. Date of Subdivision Approval
Street /1 e L2 _,4 -T G -/t/ ."" Zone of Contribution: In Out
Village y/'z t Commercial Residential )
Owner: 7e..S Gaavvred Installer 714i
Builder: Engineer -P74, ,
3602 ---4S�
N/A YES/ NO
1. Required number of copies received. v
2. Date of soils exam and percolation test not older than 2 years. v_..-
3
-/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. L---
5. 'Vater availability letter from Water Department for new construction. z_
6. Benchmark indicated and shown-NGVD if near wetlands. i ./
7. Building sewer does not exit center of house.
3. 5ertic tan_ a minimum of 10 feet from house and deck. J./
-:. minimum of 20 feet from house and 10 feet from deck. ,/-
Leaching a minimum of 100 feet from wetlands. P/6w- /,f(F' 1/
mining a minimum of 150 feet from drinking wells/25 feet from irrigation wells. L/
12. System meets all other setback requirements. S��/-. 7ext 7;X/i--------
13.
'L-33. Uses adjustment for maximum high groundwater. -�
`:: hR . : =5 feet above adjusted water table or bottom of test pit. L...----
i 5.
15. System not in top or subsoil or 5 foot removal. i/
16. Proposed contours are suitable. �/'
. B=ern Teets slope requirements--min.. "_ 1/4" preferred. 1_,----
1 9. System meets breakout requirements-peaston elevation-carried out 15 feet minimum. L./
I9. Specified tee sizes are proper. gas baffle on outlet tee. l�
20. Sewage Clow under 10.000 gpd for parcel. L./
21 . No garbage disposal. C-
22. System adequately sized for its intended use. L---
23 Minimum 6" stone or ech. 'cal c. , .acted below the i s d d-box.
4. Manhole covers within 6" of grade - septic tank and pump chamber. •
25. Electrical permit for pump chamber. ,.._.----
26.
✓i26. Pump system - 2" line, weep hole. check valve, sanitary in d-box. alarm on separate circuit. (...----
27.
----27. Septic tank and pump chamber to be Factory waterproofed.. 7
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; ommercial system
30. Engineer and Land Surveyor stamp and signature.
31. H2O loading when system subject to vehicular traffic.
32. Title V application and fee signed by a licensed installer, i
33. Foundation footing 2 feet above adiusted water table. ..
34. Lot subdivided prior to July 31_1986 - Nitrate Loading, -
35. Subdivided prior to April 7, 1989 - Phosphorus Zone 300'. t _i
P
Plan reviewed by: /'