HomeMy WebLinkAboutReview Checklist � i:- - �- ��
. TOWN OF YARMOiITH
SEWAGE PLAN REVIEW CHECKLIST
• Location: A.M. � � Lot� Zone of Contribution: In Out � Acreage
Commercial: Residential:��
Street: 2 ��/. ��
Village: (�!/��Al� - Floor Plan: #B ms:
o..�a�: %�,rr� � �osLi., �n�:��/C/�l �`�� y �
Address: -� Phone: �y � ? 5-S��
Phone:
Builder: �MX Engineer: fG%��� 1/�
Address: Phone: ���s( �(/2J
Phone:
N/A YES NO
1.R uired#of ies received
2.Date of soils axam and olation test not older than 2 eazs
3.4-5 ft of natural occurrin ervious material, above water table
4.Foundation 2 ft abwe lu i�of road H.P.: Fnd: Var.: �/
5. Water line 10 ft from s tic com onents Vaz.:
6.Bencbmazk indicated and shown-NGVD if near wetlands
7. S 'c tank minimum 10 ft from foundation, deck Vaz.:
8.Leachin minimum 20 ft full, 15 ft crawl, 10 ft slab Vaz.:
9.Leachin minimum 100 ft from wetlands Vaz.: ��
10.Leachin minimum 150 8 from drinkin welU25 ft irrigation well Vaz.:
11.Tank/leaching minimum 10 ft&om line Var.:
12. S stem meets all other setback irements Vaz.:
13.Uses adjustmetrt for ma�cimum lu oundwater Vaz.:
14.Leachin set 45 ft above ad'.wata or bottom of test hole Vaz.: \/
15.System not in t or subsoil(A,B horizons)or 5'removal
16.Pro osed contours aze suitable l/�
17. S stem meets slo e r uements-min. 1/8", '/<" eferred ✓
18. S stem meets breakout r uirements PVC liner: Wall:
19. S ified tee sizes aze r , baffle on outlet tee
20. Sewa e is under 10,000 gpd for azcel L!
21.No ba e dis osal
22.S stem ad uatel sized for its intended use
23.Minimum 6"stone or com acted below tank and dbox
24.Manhole covers within 6"of e, um chamba cover to e
25. ion ort on lastic ck�ambers/leach field
26.Electrical ermit for um chamber/S arate meter for du lexes
27. system-2"line,w hole,check valve,tee in dbox, um size -�
28. S ric tank/ chamber to be factory waterproofed ✓
29.Vem rovided if leactvn below 3 feet, under drivewa / azkin -1
30.Buoyanc calculations for tank/ chamber
31.En ' eer to ins ect and c ' soils: wall: commercial:
32.En ' eerBegistered Sanitarian and Land Surveyor stam s/si ture
33.H-20 loading is sub'ect to velucular traffic,groundwater ✓
34.Title V A lication and ermit fee,installer si ture
35.Foundarion footing min. 2 feet above ad' ound water for new house �f
36.Deed Restriction ired max. #bedrooms: ma2c. flow:
37.Che�k azea lots for oundwater/Label oundwater in Assessor's Ma
Plan reviewed by: '� �
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