HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 10 Lot ' Zone of Contribution: In_ Out Acreage
Commercial: Residential:
Street: -Jc ���'�./,��d 6,f "
Village: "v � Floor Plan: �/
6/ 47, #Bedrooms: 3
Owner: 41,71,6‘.-- 4,104 �_ Installer:
Address: Phone:
Phone:
Builder: Engineer: ea
Address: Phone: 4-7 -', TC--- W
Phone: '�-- --r', C-4.-/C2,-,N 6V-1014e-
/ �
/l N/A NO
1.Required#of copies received „i
2.Date of soils exam and percolation test not older than 2 years 1.------
3.4-5
„-.3.4-5 ft of naturally occurring pervious material, above water table (....-
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: Lam_-r--
5.Water line 10 ft from septic components Var.:
L.--
6.
6.Benchmark indicated and shown-NGVD if near wetlands -
7. Septic tank minimum 10 ft from foundation, deck Var.: L------
8.
----''8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: ,'L , <:
9.Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.: L.----
13.Uses adjustment for maximum high groundwater Var.: �,
14.Leaching set 4-5 ft above adj.water or botto�t how Var.: ° (7 (.--
15. System not in top or subsoil(A,B horizons) r 5'removal)
16.Proposed contours are suitable - ' L----
17. System meets slope requirements-min. 1/8", 'A"preferred
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee k__,_ --
- 20. Sewage is under 10,000 gpd for parcel --
21.No garbage disposal L
.} 22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox l-----
24.Manhole covers within 6"of grade,pump chamber cover to grade �- --
25.Inspection port on plastic chambers/leach field •---`.
26.Electrical permit for pump chamber/Separate meter for duplexes
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size -------
28. Septic tank/pump chamber to be factory waterproofed .......--
29.Vent provided if leaching below 3 feet,under driveway/parking .....----
____-
30.
30.Buoyancy calculations for tank/pump chamber _--____,
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
35.Foundation footing min. 2 feet above adjusted ground water for new house ___-_----
36.Deed Restriction required max. #bedrooms: max. flow: gpd C-(7------ 2 7
-
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: -
/Y,1�' 6iO3iO3
vonHone, Amy
From: vonHone,Amy
Sent: Wednesday, December 26, 2018 1:39 PM
To: davidcou@hotmail.com
Subject: 35 Checkerberry Lane,Yarmouth
Hi Dave-
I have reviewed your plan for the above address. The design is ok, however,the plan bounces back and forth between
ARC 36 High Capacity and Low Profile on several areas of the plan. Please also provide the top and bottom elevations of
the 40 ml liner. Additionally,the copy of the plan submitted to our office is not to scale and is missing the RS and PLS
signatures. I will need 3 full size, signed copies when the installer pulls the permit.
Thanks,Amy
Amy L.von Hone, R.S.,C.H.O.
Assistant Health Director
Yarmouth Health Department
1146 Route 28
South Yarmouth, MA 02664
(W)508.398.2231 X1240
(F) 508.760.3472
avonhone@yarmouth.ma.us
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