HomeMy WebLinkAboutPercolation Test Logs Florio, Mary Alice
From: Mike Eldredge <MEldredge@robertbour.com>
Sent: Tuesday,January 21, 2020 2:45 PM
To: Florio, Mary Alice
Subject: FW:Test hole log for 32 Elton Road,West Yarmouth
Attachments: th.pdf
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These are the test hole results for 32 Elton Rd. per Bruce Murphy's request. Could you see that he gets these please,
thank you.
From: TOM MCLELLAN [mailto:tjmclellan@comcast.net]
Sent: Tuesday, January 21, 2020 2:41 PM
To: MIke Eldredge
Subject: Test hole log for 32 Elton Road, West Yarmouth
Hi Mike,
Enclosed please find a copy of the test hole log for the above referenced site.
The adjusted ground water elevation of 13.1 agrees with the previous site plan by Darren Myers
(13.17).
Thanks,
Tom
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TEST HOLE LOGS 12
LOO/AAHMY SANDORIZON
ENGINEER: THOMAS McLELLAN,P.E. 18" 10YR 4/1 16.5
WITNESS: MALLORY LANGLER,R.S. B HORIZON
DATE: 1-15-20 LOAMY SAND
30" 10YR 6/8 15.5
PERCOLATION RATE: <2 MIN/IN C HORIZON
FINE-MED SAND
PERC AT 42" 2.5Y 7/2
67" BS VELA. 12.4
120" GROUND WATER 8.0
USGS GROUND WATER ADJUSTMENT:
WELL:M1 W-29, ZONE:A, ADJUSTMENT(DEC):0.7"
ADJUSTED GROUND WETER ELEVATION=13.1
SOILS ARE SUITABLE FOR THE DESIGN OF A TITLE 5 SEPTIC SYSTEM
TITLE 5 SOIL TESTING
LOCATION:
32 ELTON ROAD,WEST YARMOUTH,MA
(ASSESSORS MAP 32, PARCEL 176)
PREPARED FOR:
ELEANOR HIGGOTT
OF 044
DATE:1-15-20 *PI scf
REFERENCE: DEED BOOK:9407, PAGE: 132
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BASS RIVER ENGINEERING
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P.O. BOX 1163, EAST DENNIS,MA 02641
508-385-3426 PROFESSIONAL ENGINEER
PERCOLATION TEST LOG Time: 1 oz.)
Date:
Map/Lot No- 2--/i ite Address: k2_. G 1-tvv( To-Ay i
Engineer: --rom ME(ell4A4 1 astsci,s ver Health Agent: RI. Lamot-w_ - I
Expansion Area:Yes: No: V . _ Suitable/Subsurface Sewage: Yes:- .No- I
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Expansion Area Tested: Yes No: Leaching Field: Pits: Trenches:
If No,Why? Unsuitable: Why? I
Well: Town Water Subdivision/Owner's Name: t
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