HomeMy WebLinkAboutReview Cehcklist / Correspondence 2 —010 TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST X
Location: A.M. 3 Lot —7 / Zone of Contribution: In Out Acreage
Commercial: )c Residential: - tk(
Street: 111 p Uk 2.g
Village: SQf 1 /,arn Floor Plan: # Bedrooms:
L 'A ��
Owner: -Nss V I Ve.( �aTI'AS Installer: C h#ct ID V GY/�M►+ -
Address: Phone:
Phone:
Builder: Engineer: 1 `2l kV- - 1
Address: Phone:
Phone: .X nab R s a /tha 1 I
01
/A YES NO
.Required# of copies received
g ✓
2 Date of soils exam and percolation test not older than 2 years X
. 4-5 ft of naturally occurring_pervious material, above water table
Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5 Water line 10 ft from septic components Var.:
6.Benchmark indicated and shown-NGVD if near wetlands
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.: ,t✓
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.: v'
Uses adjustment for maximum high groundwater Var.: V
Leaching set 4-5 ft above adj. water or bottom of test hole Var.: 1 '
4 7X
System not in top or subsoil(A,B horizons) or 5' removal ✓ -
16. Proposed contours are suitable ✓
17. System meets slope requirements—min. 1/8", '/"preferred
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper, gas baffle on outlet tee V.
20. Sewage is under 10,000 gpd for parcel t/
21. No garbage disposal
22. System adequately sized for its intended use V.
23. Minimum 6" stone or compacted below tank and dbox
24.Manhole covers within 6" of grade, pump chamber cover to grade V.
25. Inspection port on plastic chambers/leach field ✓
26. Electrical permit for pump chamber/Separate meter for duplexes V
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 ✓
0. Buoyancy calculations for tank/pump chamber ✓
3 . Engineer to inspect and certify cOfl1p1 €1NSt1�soils: wall: commercial:
. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic, groundwater t.-----.
34. Title V Application and permit fee, installer sign ture ✓
35. Foundation footing min. 2 feet above adjusted ground water for new house ✓
36. Deed Restriction required max. #bedrooms: max. flow: gpd ✓
37. Check area lots for groundwater/Label groundwater in Assessor's Map fir'
Plan reviewed by:
6/03/03
1
4u:ui t-l-.N/ nn o.Jz
2020'02'21 08:45EST nn 6.57
2020'03-24 15:l0EDT rn 6.57
2028'04-24 14:00EDT nn 6.49
-
'
Langler Mallory
From: Healy, Kieran J. <khealy@bscgroup.com>
Sent: Friday, May 15, 2020 8:22 AM
To: Langler Mallory
Subject 817 ROUTE 28, CAPT'N GLADCLIFF
Attachments: CCC-adj.JPG; System-1-Capt'n-Gladclif-Revised-5-15-2020.pdf
Follow Up Flag: Follow up
Flag Status: Completed
Attention' This email originates outside of the organization. Do not open attachments or click links unless you
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Hello Mallory
Brian had called me to let me know he had received an email from you about the water levels. When we were out there
in 2017 I had set two observation wells on the site. I went out there last Friday and took a couple of more readings.The
groundwater levels adjusts to be 0.1' higher than in 2017.
Please note on the CCC web site MIW-29 is published in the list of wells as 6.57 but in the table of date it is 6.49. I
believe the 6.57 was left over from March as that is the table number for March. It is only a 0.1' but it gives us the 4'
separation.
When we did the plan we had 4.1' of separation. I now have that reduced to 4' of separation. We had previously asked
for a variance to 4' on our plans. Please see attached and call my cell if you have any questions as I will be in and out of
the office over the next week. 774-487-0298
Regards
Kieran J. Healy, PLS, CFM
Survey Manager/Senior Associate
BSC Group, Inc.
34Q Rni uta 752, I!nit f
West Yarmouth, MA 02673
P 508-778-8919
F 508-778-8966
C 774-487-0298