HomeMy WebLinkAboutReview Checklists
TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AMS LOT -S- Date of Subdivision Appro al
Street aj� ,ClidGQ Zone of Contribution: In ut
Village Commercial esi ential
Owner: , a. 1z-,, Installer G
ga
Builder: Engineers
N/A YES NO
Date of soils exam and percolation test not older than 2 years.
4 feet of naturallv occurring pervious material, above water table(new construction)
�. Foundation 2 feet above high point of fronting road for new construction.
>. Water availability let -ter from Water Department for new construction. 3
i. Benchmark indicated and shown - NGVD if near wetlands. X
7. Building sewer does not exit center of house. �C
i.
Septic tank a minimum of 10 feet from house and deck.
�. Leaching a minimum of 20 feet from house and 10 feet from deck.
10. Leaching a minimum of 100 feet from wetlands. 7�
11. Leaching_a minimum of 150 feet from drinkina wells/25 feet from irrigation wells �{
12. System meets all other setback requirements.
13. Uses adjustment for maximum hisah groundwater.
14. Leachin 4 -5 feet above ad'us ater a or bottom of test pit.
15. System not in top or subsoil A 5 foot remov
16. Proposed contours are suitable.
17. System meets slope requirements - min. 1/8", 1/4" preferred.
18 Svstem meets breakout requirements - peastone elevation carried out 15 feet minimum �(
19 Specified tee sizes are proper gas baffle on outlet tee X
20.'Sewage flow under 10 000 snd for parcel.
21. No garbage disposal
22. System adequately sized for its intended use. �C
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 for pu= chamber. y
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 wateQ2roofed.
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. commercials stem
30. Enizineer and Land Surveyor stam and sip -nature.
31. H2O loadin T when system subject to vehicular traffic.
32. Title V application and fee signed by a licensed installer.
33. Foundation footiny.2 feet above adjusted water table.
34. Lot subdivided prior to July 31 1986 - Nitrate Loadin .
35. Subdivided prior co April 7 1989 - Phosphorus Zone 300'.
Plan reviewed by: -�21