HomeMy WebLinkAboutLab Test Results - 62 SAILE WAY 8/19/1999 QUINTAL 6033022019 F . X31
CIVIL. i
CONSTRUCTION
' MANAGEMENT, INC.
a Morrlmakc Road • P.O. Box 225 • Newton,N.H. 03858
(603) 382-7650 E'
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{ SITE SOIL INSPECTION I
August 19, 1999 j
Job Site: dot 2 Saile Way
North Andover,Ma.
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'Today I iifvestigated soil test pits dug on the above referenced lot. The results of the tests are .
listed below. This work is done as part of tho requirements for obtaining a building permit
£pr this lot,;
} I�hereby certify that the seasonal high water table is lower than the bottom of the proposed
leaching areas proposed for this lot.
TEST PIT RESULTS
UNDER ROOF DRAINAGE AREA
-14" Ap 10YR 4-3 Brown fine sandy loam,gr'aaaular,very friable,
4-20" BW 2.5 Y 7-3 Palo Yellow fine sandy loam,granular,very friablo. I i
?0-32" C1 2.5Y 7-6 Yellow well sorted very fine sand,granular, friable, �
32-46" C2 2.5Y 6-4 Light Yellowish Brown,fine sand,granular,friable.
16-65" C3 2.5Y 6-3 Light Yellowish Brown,fine sandy loam,blocky,firm in place,.
' few angular cobbles, Roots to 34"
at 30">5%Common distinct mottles MY 7-2&7.5 YR 5-6
No observed groundwater, FSHWT at 30"
UNDER DRIVEWAY DRAINAGE AREA,
Ap 10YR 4-3 Brown fine wady loam,granular,very friable.
8-12" Bw 10YR 7-6 Yellow fine sandy loam,granular,very friable.
�2-24" Cl 2,5Y 7.6 Yellow very fine sand,granular,friable.
24-50" C2 2.5Y 5-3 Light Olive Brown,loamy fine sand,blocky,firm in place,
few angular cobbles,Roots to 42"
at 28">5%coramon mottles 2.5Y 7-2&7.5 YR 5-6
No observed groundwater, FSHWT at 28"
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Dennis G.I Quantal,P.B.
iSoil Bval4&r E
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