HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
• SEWAGE PLAN REVIEW CHECKLIST
w Location: A.M. 3? Lot .Z Zone of Contribution: In Out`P Acreage
/ Commercial: Residential:
Street: /1 di�'YV �l
Village: tae.f 4%c.�,� Floor Plan: ✓ #Bedrooms:
Owner: 6/1/1/ h- ,tel Installer: /6 OIL-
Address: Phone: 7,52
Phone:
Builder: „ Engineer: ,tee i2 4i
Address: Phone: 0 - 77
Phone:
N/A YES NO
1.Required#of copies received
2.Date of soils exam-and percolation test not older than 2-years •
d
3.4-5 ft of naturally occurringperyiousoccurring material,above water table g
4.Foundation 2 ft above highvpoint of road H.P.:
5.Water line 10 ft from septic components Var.:
6.Benchmark indicated and shown NGVD if near wetlands ;- Ew
7. Septic tank minimum 10 ft from foundation,deck . Var,:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft,slab :Var.: ,
9.Leaching minimum 100 ft from wetlands - Var.:
10.Leaching minimum'150 ft fam:drinking well/25*irrigation well 0 � .
11.Tank/leaching minimum 10 ft.from property line Var.:t,„, .;f
12.system meets all:other setback requirements • I.,:
13.Uses adjustment for maximum high groundwater Vaz , , i/ .
14.Leaching set 4-5 ft above adj water or bottom of test hole; ,V,ar.:..
15.System not in top or subsoil(A,B horizons)or 5'removal
16.Proposed contours are suitable x
17.System meets slope requirements-,min. 1/8", ' "prefer,.re 0 ..
System:meets.breakout requirements PVC finer a Wall: "t"7 ,
Specified tee sizes are proper,gas:fie onoutletee cy ..4
-20. Sewage launder 10,000 gpd for parcel
.1.No ba:e dis.s sal
2. System adequately sized•for=its intended use z : .
23.Minimum,6"stone orcompacted below tank and
r
24.
Manhole=covers.within 6"of grade;pump chamber cavetato-rade� � . , � ri ;�,, �✓ � ,���,
25.Inspection port.onplastic chambers/leach field 3. µ
26.Electrical permit for pump amber/Separate.meter for dupl es
27,Pu is . stem.-2"line,wee• hole,check valve,tee in-dhox,.4 +:,� e. _, t w_
t,(�
28.Septic tank/pump chamber to be factory waterproofed,
.29. Vent provided if leaching below 3 feet,under drieway/park4 r 0,..
30.Bu• anccalculations for tank/•ump chamber K.°
31.Engineer to inspect and certify soils.:" wall: commercial:
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic,groundwater
34.Title V Application and permit fee, installer signature w.-= !*
35.Foundation footing mina 2 feet above adjusted ground water for new house /
36.Deed Restriction required max. #bedrooms: max.flow: gpd L/
37.Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: 6103/03