HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
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Location: AM 2 LOT A/7 Date of Subdivision App val
Street .S.3 C . /'s WJ i�c/ Zone of Contribution- Out
Village t0• aiyyiiCommercial Residential
Owner: Ao,Yf Piaft Installer 7
-64
Builder: Engineer C4.--le,--ea-e-'
775-- 97o-O
N/A YES NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years.
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. x' -
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. X
9. Leaching a minimum of 20 feet from house and 10 feet from deck. X
10. Leaching a minimum of 100 feet from wetlands. �,i�,K.i vG )(11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. >C
2. S stem me-ts all ether setb.ck r-a u. - • ents. A.,., , , ' AM LI A.<., . _� _
13. Uses adjustment for maximum hig groundwater. Ne
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.
17. System meets slope requirements - min. 1/8". 1/4" preferred.
18.. System meets breakout requirements- peastone elevation carried out 15 feet minimum.
19. Specified tee sizes are proper. gas baffle on outlet tee.
20:Sewage flow under 10.000 gpd for parcel. -i.
21;No garbage disposal.
22. System adequately sized for its intended use.
_1*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. Y
25. Electrical permit for pump chamber.
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box. alarm on separate circuit. (
27. Septic tank and pump chamber to be Factory waterproofed.
28. Vent provided if leaching below 3 feet or under driveway orparking.
29. Engineer to inspect and certify : A. clay removal ,?,
b. wall construction schedule
c. commercial system
30. Engineer and Land Surveyor stamp and signature. 1
31. H2O loading when system subject to vehicular traffic.
32. Title V application and fee signed by a licensed installer. A.4.44-.1 ote-ito-L1,v1_4i ,t4 'X'
33. Foundation footing 2 feet above adjusted water table.
34. Lot subdivided prior to July 31. 1986 - Nitrate Loading.
35. Subdivided prior to April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by: '_/