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E~tl. Flynn Engineers, Inc. ·
127 Taunton StrHt Middltboro, Muuchu .. ttt 023-tl (817) K1·21N
tBoaton) (817) t47·1514 (Middlfl>oto}
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IJ~t.ll AIJI..*SII)I£RV~
l'lfl.ri'L rE. Thermo . Electron lf't 'I$ cc•~o••T •c..,
TES·~ HOL:::S DUG FOR SIIITH VALVE CORP., SIIITH PARKWAY,
li!:STBOROUGH , HA
JTJLY 22 , 1980
BRUCE IIAIT - E. J. FLYNN ENGINEERS, INC.
BATTISTA DITULLIO - B. DITULLIO & SON CONSTRUCTION CO.
J OPJI FRYER - FRYER E!IGTh'EERING
"""'" .:Jti.:/Y 2-~!r =t?
~l'o ~:u
o.t./
. 0- I 0"- 12h Medium Sand and Gravel Fill ·
0 1- fL, S '12"- ~" Mixt~e of Me~iut1 Sand, Glacial Till and
Clay~ Cr~ with ·stUl:lps and Ru'b'ble (appears to 'be !ill) )
~f8J4S :y S-? ' ~4"-108" Layers of Light !.nd Dark Gra)" Clel' 1 7
·I'/, t!f'=:JIIIr:. .S.C..,. ?·.,., · 108"-120" Layer of Red Clay ;
.. ~. &P~·Iiltl? • ) .;
. . , , _ 18 120"-216" Gray Clay
6-:l ' .. - 7 • 7. ;u
No Groun~ \later at 216". (;~o•) NOTE: Black creosote steins in
second soil strata.
Creosote seepage on all sic!es or hole between 84" a,nd 166". ·
P:xched v.round k'r.ter infiltration at ~" on end of l::ole
furthest fro~ dra.fii'age easement. Creosote mixec! "Ti th
water.
0"- 24" Gravel Fill 24"- 84" Mixture of Medium Sand, Glacial
Till, and Fines SLL"-240" La,"Vers of Light and Dark Gray Clay
trier, ~t.$' .. ,:J$'7 'V""
No G!"ound \later at 240". ' ~ - I flo ' NCTE: Creosote seepage
on all sides ot hole bet"!een ?2" and 166".
Perche~. ground ":ater in!il t!'ation on two si~es of hole (from
small sane!. pockets in clay lflyers). Creosot~ mix"~ with
water.
~ " ~:I: ;zo ~o 11>0 · U "O l>Z -
-
· .~" . '• .
~-1 t-/..l-
/.S'- }'..r' "Z.f .. ltl •• ~(1-11
l"ei/ O·l·f /. $'·~·~" ~, r-t. • , -1.3
·:.. ...... Test Boles !or Smith Valve Corp.
- 0"- 12" Gravel Fill
. -2- JUly 22 ' 1980
12"- 18" Layer o! Asphlil t 18"- 90" Mixture o! Medium Sand and
Glacial Till 90"-120" Layers o! Light and Dark Gray Clay
120"-204" Gray Cloy C'L· :1.91"- ~91 'v
:gr~~oug~::~~! ::e;~: ·on all sides of hole bet-Preen ~; ::d
'120• . VTEST HOLE #4 .t. • .s . e
-
·~ . · ..
~., ...
Test Holes for Srd th Valve Corp.
~TEST HOLE#? cl • 3""
July 22, 1980
SAH:: AS TEST HOLE t/6 C'r~s.n, 9'1 n., C'rus.r.. , ~Tl ' ,.,/
SAM!: AS TEST !!OLE #9 YIITI! VARYING AMOUNTS OF GLACIAL TILL
,) TEST HOLE #12 .t. .s. e'< • :171' .+'., creo ••llo 'to
;;;, 77 ' SAm AS TEST HOLE #9 WIT!! VARYING AMOUNTS OF GLACIAL TILL
V
V TEST HOLE #1~ /., s . f.:L ~ .. Yi' 0"- 24" Loam and Subsoil
(original ground in trees)
24"- 84" Mixture of Medium Sand and Glacial Till ·eu"-192" Gray
Clay 192" Large Boulders
No ground "Water at 192". N.O!'E: ~ ~~:=~te stains or seepa~e.
Hole was left open for
~ 0 :r HJ: ~0 HO CI>O -
-
· ..... ~ .
Test Bol es !or S::~i th Valve Corp.
-4- July 22. 1980
n f1e,r ~THOLE #14 ,(,S. tl ·~· 3Df
0
0"- 36" Gravel Fill 36"- 84" Glacial Till mixed with OH Pipes,
Rubble, ll.!ld
Bricks (apparently filled layer) Creoso'fa r.:> £'~ .
84"-1~6" Gray Clay :2 9'1 •2f'l ~ Y
No ground water at 156". NOTE: . Heavy creosote seepage on al l
sides ot hole between 84" 7 - 1'" 1
and 120" . Perched ground water intil tration on all sides or
hole on top ot cl ay l aye;r . Creosote litixed with water.
\I"TEST HOLE #15 ~ • .$ . Ct e v. = 3"o 1 ' 0"- 36" Gravel
Fill
36''- 84" Mixtur e of Medium Sand , 84"-144" Gray Cl ay
(C~~·1• Glacial Till, and Cl&:'! )~::~~"p~,/•
Cl'i!:~;• .. t9'f•~ f/iJ E&. . :g~o~i.~=t~~e~!o~~:tains in
first and second la~er.
Creosote seepage on easterly L1"J.d westerly sides ot hol e
between 84" llld 120". Perched ground water intil tration on same
side-a ot
/ hole. CreQsote mixed with wate r .
V TEST HOLE #16 .J...S. ~:._ , = ~oz.. o • ~ .r' 0"- 30" Medium
SL, d and Gravel Fill
~.r · , ,, 30"-108" Mixture o! Medium Sand, Glacial 9·-' -t!l
108"-15-6 " Gr&..T Clay
Ti ll, t'lnd Clay
~:~ ~9r.~- .. '3 v' No ground water at 156". NOTE: Creos ote
seepage on all aides ot hole between
/_TEST HOLE #17 ~.S. ~' """· e 3o1... 0"- 36" Sandy Fi ll
36"-108" Mixture ot Medium Sand and Glacial Till 108"-168" Dark
Brown Clay
~.r-9 78" and 108" .
No llround "''ater at 168". NO~: No creosote seepw. Bole was
lett open for 1~ hours.
,. 0 :I H:J: zo HO
