HomeMy WebLinkAboutReview Checklist. � - �� -r� _ _
TOWN OF YARMOUTH -
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. � Lot �a Zone of Coniribution: In Ou �creage `
r Commercial: �Residential:
Street: ��(O� ��
Village: � S � Floor Plan: #Bedrooms:
Owner: ,1�� �Cd'..�_/�J ��� C L. C_ ��tl�: �
Address: � Phone:
Phone:
Builder: Engineer: UJ ��1� �h��'�
Address: Phone: �'l�
Phone: �/����- %- � �'`��-�"�d�'��<jlZ
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1.Required#of copies received < `
2.Date of soils e�cam and ercolation test not older tha.n 2 years
3.4-5 ft of naturall occurrin ervious material, above water table
4.Founda.tion 2 ft above high oint of road H.P.: Fnd: Var.:
5.Water line 10 ft from s tic components Var.: '
6.Benchmark indicated and shown-NGVD if near wetlands
7. Se tic tank minunum 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 from drinkin welU25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from roperty line Var.:
12. S stem meets all other setback re uirements Var.: "
13.Uses adjustment for m�imuxn high groundwater Var.: �'��' �-�'"
14.Leachin set 4-5 ft above adj.water or bottom es le �'�r,: �-
15. System not in to or subsoil(A,B horizons)0 5'remova ,.,
16.Proposed contours are suita.ble � " '� � �� �� �� ,� ��t� _i`
17. S stem meets slo e r uirements-min. 1/8", '/4" referred �..,/ '
18. System meets breakout requirements PVC liner: Wall:
19. S ecified tee sizes are ro er, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for arcel �
21.No arbage dis osal �`
22. S stem ade ua.tel sized for its intended use �,�./
23.Minimum 6"stone or com acted below tank and dbox �/"
24.Manhole covers within 6"of ade, pump cha.mber cover to grade ..../
25.Ins ection ort on plastic cha.mbers/leach field
26.Electrical ermit for um chamber/S arate meter for du lexes
27.Pum system-2" line,wee hole,check valve,tee in dbo�pump size `.�"
28. S tic tank/ ump chamber to be factory waterproofed
29.Vent rovided if leaching below 3 feet, under driveway/ arking
30.Buoyancy calculations for tank/pum chamber � - �
31.En ' eer to ins ect and cert' soils: wall: commerciaL•
32.Engineer/Registered Sa.nitarian and Land Surveyor sta.mps/signature
33.H-20 loading is subject to vehicular traf�c, groundwater
34.Title V A lication and permit fee,installer signature
35.Foundation footing min. 2 feet above ad'usted ground water for new house ��-'
36.Deed Restriction re uired max. #bedrooms: max.flow: d
37.Check area.lots for groundwater/Label groundwater in Assessor's Ma v.✓'"
Plan reviewed by: � �,�,�;' �
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