HomeMy WebLinkAbout0255 INDEPENDENCE DRIVE - HAZMAT � ��
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TOWN OF BAk&STABLE
UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS
SSESSO S MAP NO. PARCEL NO. S io f
ADDRESS: �- ® j� VILLAGE
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NAME;._. ..._ .A f 6 _._i.O:T) Tj! r�/)6s
CONTACT PERSON � � U� / iI y "�' PHONE NUMBER
LOCATION OF TANKS: CAPACITY: TYPE OF FUEL. AGE: TYPE: LEAK
OR CHEMICAL: DETECTION
SYSTEM'
DATE OF PURCHASE OF. EACH: 1. 2. 3. 4. 5.
DATE OF FIRE DEPARTMENT PERMIT:
TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS
ft1j)c TEA ' 7)6AIA11,50N OIL
"PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD.
t� frankfin P.O.Box 617 Hazardous Waste Removal,Oil Spills,
Industrial Road Cesspool and Septic Tank Cleaning.
pumping
- service inc. Wrentham, MA 02093 Industrial Pumping
Mass. Lic.#71 R.I. Lic.#312
617-384-3134/384-7981
FED EPA ID MAD084814136
MaAch 19, 1986
Tom McKeon
Town o6 BcAmtabt e
06�ice o6 Boand o6 Heatth
367 Main Sttceet
'HyanniZ, MA 02601
D ecuc Tom:
Attached ,v6 a copy o6 the W"te Pno6,i,2-e Sheet /sevit to Ctean Han-botus /6oA
U. S. Spting conceAning dispo�sat o6 the empty dtcums and the Aums o6 the
zandy wheee- gtc.it.
I hope tW in6onmati.on w.itt comply with youA needs.
Sinc etc et y,
FRANKLIN PUMPING SERVICE, INC.
Dan Fatcone
Sates Repnuen ive
DP/ce
Attachment
PACKAGING
INDUSTRIES, INC.
Sentinel Machinery and Sentinel Foam Products
March 20 , 1986
MR. THOMAS MCKEEN
Barnstable Board of Health
Main Street
Hyannis , MA 02601
Dear Mr . McKeen :
Enclosed is the information you requested on
the U . S . Spring Building .
The drums will be moved off the property
by North East Solvents Reclamation Corp . within the
next couple of weeks .
If I can be of further assistance to you ,
please do not hesitate to contact me.
iSincerely yours ,
Richard J . Venuti
Vice President of
Corporate Engineering
RJV/dm
enc.
AIRPORT ROAD•HYANNIS, MASS. 02601 •TEL:617-775-5220•TELEX:94-0350
HIDELL-EYSTER AND ASSOCIATES, INC.
AN-NT ERD!SC I PC.IN A RT AN A1_YYIC AND DESIGN GROUP
P.O BOx 325
ACCORD, MASSACHUSETTS 0201E-0325
617-749-BO40 OFFICES:
195 WHITING STREET
LAND USE PLANNERS
ARCHITECTS HINGHAM,MA
ENGINEERS EXCHANGE PLACE
ENVIRONMENTAL SCIENTISTS S3 STATE STREET
ECONOMISTS December 19, 1985 BOSTON,MA
Michael Princi, Esq. � �� ��-
Garnick-Princi
22 Main Street
P.O. box 398
Hyannis , Massachusetts 02601
Re : U.S. Spring Building
Independence Park
Hyannis, Massachusetts
(Project #05-85201)
Dear Mr . Pinci:
We have done a preliminary hazardous materials study in
accordance with Massachusetts General Laws,, Chapter 21E on
the site of the United States Spring Co. Building as
requested by you. We have determined that as of December
18, 1985, the date of the latest inspection, the site cannot
be considered clean according to this law.
Two site inspections were made: On the first
inspection on December 4, 1985, it was observed that
approximately forty barrels with unknown contents were on.
the property. Samples of the contents were taken and sent
to a laboratory for analysis to determine the exact makeup
in order to provide for proper removal and disposal. It was
also observed on _December 4, 1985, that the pavement in the
depression on -the :northwest corner of the site was stained
and slick. :A match basin in the center of this depression
contained water approximately two feet down from ground
grade which was covered by a thick flim of what appeared to
be grease or oil. 'Neither grease nor oil is a hazardous
material; however, according to Massachusetts General Laws,
Chapter 21E it must be considered as such.
Therefore , we have proposed to perform borings in the
area of the catch basin in order to determine the amount, if
any , and extent of contamination in this area. To do this,
a boring rig must be scheduled and samples retrieved and
sent to our laboratory to be analyzed. In order for proper
scheduling and testing to occur , a minimum of three weeks is
required . We hope that this will be acceptable by you.
L
HIDELL-EYSTER AND ASSOCIATES, INC.
Michael Princi
December 17 , 1985
Page 2
If you have any questions or comments, please do not
hesitate to call this office.
Sincerely ,
Teresa Kennedy
Geologist
TK/av
cc : Richard Venuti
Packaging Industries
�l
HIDELL-EYSTER AND ASSOCIATES, INC.
AN INTERDISCIPUNA 1 ANALY7IC AND DESIGN GROUP
P.C. BOx 325
ACCORD, MASSACHUSETTS 02018-0325
- s
617-749-6040 OFFICES:
195 WHITING STREET
LAND USE PLANNERS
HINGHAM.MA
ARCHITECTS
ENGINEERS EXCHANGE PLACE
ENVIRONMENTAL SCIENTISTS 53 STATE STREET
ECONOMISTS BOSTON, MA
Environmental Site Assessment
for
Land located at
United States Spring Building
Independence Park
Hyannis , Massachusetts
(Project #05-85201)
(Hereinafter referred to as "THE SITE")
January 24, 1986
PURPOSE AND SCOPE OF RESEARCH
The purpose of this environmental site assessment is to
determine the presence , or the potential for the presence of
hazardous material or oil pursuant to Massachusetts General
Laws , Chapter 21E. The research included:
1 . Site inspection
2 . Interviews with pertinent public officials and private
individuals
3. Review of available plans
4. Review of available public records
5. U.S.G.S. topographic map review
6. Borings
7. Testing of samples.
The inspection and investigation of this property was
conducted by Brian McSweeney, P.E. , and Teresa Kennedy,
Geologist from Hidell-Eyster and Associates, Inc. of
Hingham, Massachusetts, who are familiar with the provisions
contained in Massachusetts General Laws, Chapter 21E, "the
oil and hazardous material release law."
DESCRIPTION OF THE SITE
The site that is the subject of this investigation is
located at Independence Park, Hyannis, Massachusetts. It is
located in the northeast section of the U.S.G.S. Topographic
Map for the Hyannis Quadrangle (Attachment A) . The land is
_ } designated as Parcel 25 on Maps 295 and 296 of the
Assessor 's Maps for the Town of Barnstable. It is recorded
-Page 1-
z
in Book 3021 , Page 236 in the Barnstable County Registry of
Deeds , and is owned by Roger J . McCauliff Industries .
Zoning is industrial .
The site consists of a large warehouse on 9.00 acres of
land . From 1978 to 1984 approximately 50% of the building
(40,000 square feet) was used for the manufacture of springs
(Attachment B) . The other 50% of the building was being
used as storage space for Packaging Industries , Inc . Almost
the entire area surrounding the building is paved , while the
perimeter and north end of the site is wooded . It is
located in a flat , low lying area composed almost entirely
of sand and gravel. The building is well maintained, is
heated by natural gas , and is served by municipal water and
sewer systems. The northwest corner of the building
contains a loading area , and the pavement adjacent to the
outside is depressed to allow vehicles to enter this area.
Vegetation appears healthy.
PROCEDURES AND FINDINGS
The conclusions of this report are based on the
following:
On December 4, 1985, Teresa Kennedy, Geologist , visited
(� the site and reviewed the public records at the Hyannis Town
Hall . The Board of Health had issued a letter on August 23,
1985 ,. regarding several barrels with unknown content on the
property and requesting that something be done. A letter
was later received by them stating that on September 3,
1985, Franklin Pumping Service had removed these barrels.
Upon site inspection, it was observed that approximately 40
barrels were on the property, as well as two dumpsters
filled with solid metal waste.
Upon site inspection, the pavement in the depression
in the northwest corner of the site as well as the loading
area inside the building appeared to be stained and slick
with petroleum product. It was reported that when it rains,
the aforementioned area fills with up to two feet of water
and is covered with a film of grease or oil. On December 4,
the catch basin was clearly visible and contained water
approximately two feet down from the ground grade which was
covered by a .thick film of what appeared to be grease or
oil . Neither grease nor oil is a hazardous: material;
however, according to Massachusetts General Laws, 21E, it
must be considered as such. On December 6, 1985, Teresa
Kennedy went to the site and collected samples .from the
barrels and dumpsters for testing of their chemical
constituents. The test results as submitted by Certified
-Page 2-
Engineering and Testing Co . (Attachments C and D) revealed
that there were petroleum products within these barrels , but
no indication of any release from them, and at this time
provisions are being made to provide for their proper
disposal .
On December 18, 1985, Brian McSweeney, P.E. , and Teresa
Kennedy visited the site and observed that the depressed
area and catch basin had been flooded and were covered with
ice and snow.
Because of the fact that the water in the catch basin
in the depression contained a film of oil or grease on it on
December 4, 1985; that the pavement surrounding the catch
basin as well as the loading area inside the building was
stained and slick; and that on December 18, 1985, the entire
area had been flooded by rainfall , it was determined that
borings were necessary to assure that the site was clean.
On December 20, 1985 , three borings were made on the
property and one test well was installed (Attachments B and
E) . The . first boring was done to the water level in the
northwestern section of the property and a water sample was
taken and tested for volatile organics. Done were detected
(Attachment E) . The second and third borings were done in
the northwestern section of the property on either side of
(^ the catch basin. Soil samples were taken from each and
tested for petroleum hydrocarbons . None were found
(Attachment F) .
CONCLUSIONS
It is concluded as a result of the site inspection,
research, and review of appropriate public records, that
some oil has been released on the site, though not
necessarily from the aforementioned barrels. However, soil 4
and water samples taken from the borings performed revealed
that there were no petroleum hydrocarbons or volatile
organics detected at the time of the latest inspection on
December 20, 1985. We believe that any contamination has
been contained in the catch basin and pavement surrounding
it. Therefore, it is the professional opinion of
Hidell-Eyster and Associates, Inc. that the site was clean
on December 20, 1985, under the definitions conatined in
Massachusetts General Laws, Chapter lEw We do, however,
recommend that the contents of the catch basin be removed
and the structure cleared of all petroleum residue.
-Page 3-
l
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,
a �
Im
a`�
_ Brian M e ��,
For : H1 `Cr,. Assoc. , Inc.
_ Y
i
t
Teresa Kennedy , Geologist
For : Hidell-Eyster & . Assoc. , Inc'.
TK/rb
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-Page 4-
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LIST OF ATTACHMENTS
A . U.S .G.S. TOPOGRAPHIC MAP
B. PLAN OF SITE WITH BORING LOCATIONS
C. SOLID METAL WASTE CONSTITUENTS
D. LIQUID WASTE CONSTITUENTS AND TEST RESULTS
E. BORING LOGS
F. BORING SAMPLE TEST RESULTS
4
I
A . U.S.G. S. TOPOGRAPHIC MAP
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UNICIPAC AtRP , a R ,i / O `-
BARN A LE M i I 1
32
B�Beaco it i. -� •' I A� i �tle Sa
o ale o k�,. ►•s < �43�1 �. '� c.1 Water
Y .1 .` jg Ld 19`ram' •. ",•.i.%� .�, �!'. -1,,1 Tank-..
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g �' �/j} - '9 .� •J1C r4 J,i��_i;. i�i(�q 1 �'• 4 `' - `�; 09U'/ �;,�k;: . t:;�
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o �i L.. TowN aF r.Qwa.a,E
B. PLAN OF SITE WITH BORING LOCATIONS
1
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I
C . SOLID METAL WASTE CONSTITUENTS
.Z..•,.-..:.,a_��rl..µ�r�.. ism ..W'.b+��pnf".°.,w,.r-a..:.-..r. �a«....p«.w w....
40R NESRC: USE ON! Y
ation Corp.
North"East Solvents ]�,ea�axn P IKas 6111I60 ;out Code
.271 SUTTON STREET IDENTIFICATION
WASTE FORM
GENERAL INFORMATION
1rHEAST SOLVENTS RECLAMATION CORP.USE ONLY A.
❑ Rejected ❑ Generator Name Hidel l-1 ester._
p .0. Box 325
Facility Address
t -
Accord , MA. 02018-0325
l.: Attn: Teresa Kennedy
617-749-8040
O.O.T.Shipping NeTe
Telephone No.
Technical Contact 069
EPA a FacilitV E.P.A. MA
A Number I.D.Number
R.O- �—
w Class
'SCRIPTiON OF WASTE
rato►`s common name for Waste LTv�F s S
is,Generating Waste
Layers
;WARACTERtSTICS OF WASTE physical State at 70°F �] Single Phased
1 j gilayered
Odor Solid ❑ Semk-Solid
r ❑Mild ❑ Powder ered
None ❑ Liquid
N k ❑ MuIti18Y
Strong
❑Describe
Free Liquids pH❑02 07,1.10
Flash P Oyes ❑2.1.4 ❑10.1.12.5
❑� 70 oint•F 0141-200•F ONO 12.5
ecific Gravity at 70•F ❑ >200°F o n4.1-6.9 ❑
B ❑ 1.3-1.6 ❑70-100•F Volume ❑Exact _--
❑Naunal (7)
❑ >1.6 ❑101.140•F
1 t O 1 3 ❑ exact----- % Minor
CHEMICAL COMPOSIM ONpgMCONSTITUENTST 00%)
,� MINOR CONSTITIIt NT
' % The o owsn are est2mates•
i
0. Co Der
I
I -
Boron 1-
F.OTHER COMPONYNTSTotal PPrn
No ❑
❑ ❑
E. METALS None PaVan ❑ ❑
❑EPA Extraction(mg/L) Others _..�-- CtFanides
❑Total (PP-) Lead (Pbl �— ❑ ❑ �--
Arsenic (AS) Silver (Ag) �� iiesticiddes L] ❑ —_ 1
Barium(Be) Selenium (Se) �— #lestr olics Q ❑ ❑
Cadmium (Cdl Copper(Cu) �—��' ptsenolics 11 ❑ 1
Chromium IC Nickel (Ni) �koxins ;
----- — I
Chromium-Hex ICr+6) Zinc (Zn) v
MercurV (H9) H. ANTICIPATED VOLUME ❑week i
05 9610ail ❑month
' G. HAZARDOUS CHARACTERISTICS ❑5S 90 drum per
❑year i
❑Explosive ❑15 W car buy
❑Other
Reactivity ❑None ❑water Reactive 03090
drum
❑PVrophoric ❑Other
❑Bwlt< t,
Sensitive
❑Shock S ❑Yes ONO ❑Oahm
infectious or Biological Waste ONO
Radioactive ❑Vas {
ECIAL HANDLING INFORMATION
t•
tad in this e11 attached docu
s and
I heraby certity that all information subm ts is complete, acctura and that°II known or suspected haiards have
it
L bad%disclipwd_ ,n� A /.I�
CARR-OEE CORP.
37 LINDEN STREET P.O. BOX 321 MEDFORD, MASSACHUSETTS 02155 Telephone 391-4500
To HME L, EYSTER ASS0C., INC., ACCORD, MA.02018-0325 _ Date DEC. 23, 1985 Job No 85742
Location MDNITORIM WELLS, Utz= SPATES SPRIM OCWANY, HYANNI S, MA.
Scale 1" = 3 ft.
BORING 2
(FOW SURFACE
013" A P H A L T
2
P I L L 7 8 Si11, FrM 0'6" TO 2'6"
SAND, 9 REODVERED 12"
ORML, STOW.
SILT
3 Sit 2, FIM 5'(Y" TO 6'(Y
6'0" 4 REODA11m 8"
HEMUMN SAND A EENSE 12 S/12A, FTM 6'U' TO 7'0"
NEM
GRAVEL 15 RE03*11M 7"
81011
I
DENSE
I
i MEDIUM SAND
GRAVEL 15
16 SY13, FILM 10'0" TO 12'0"
18 RmOVERD 12"
19
13'0"
fi
i
12
DENSE 15 S#4, FW4 15'0" TO 17'0"
17 RDODVFM 14"
19
KEmm TO FIRE
SAND
11
18 St/5, FR M 2010" Tt) 221a,
17 IMODOID 14"
22'U' /
\OWnNUED ON SHW AD. 2)
SHEET 1 of 2
t
D. LIQUID WASTE CONSTITUENTS AND TEST RESULTS
` North ,East Solvents Reclamation Cor
S FC1R NE$NC Uti[ ONLY
221 6UTTON STREET • NORTH ANDOVFR, MASS, 01845 61 7/683-1002P.
WASTE IDENTIFICATION FORM
Code
FOR NORTHEAST SOLVENTS RECLAMATION CORP.USE ONLY
A. GENERAL INFORMATION
AD Proved C Rgected C L
Data Genet for Name f 7 �D,-- LL.—
Signature S
Facil'4y Address ram__ 3 �-
Comments: {{
—1 C: ! C—'l a•
Proper D.O.T. Shipping != l�f=c A I : I—A P.
. PPing Name
Telephone No. �r — 7 �-� / - fs`v`l ()
VN/NA Number Technical Contact C F'o—nx I it / �1
EPA w D � fJ�S 1►J��rllAl�i t
Facility E.P.A. A �� „
Hazard Clan q•Q I.D.Number y
S. DESCRIPTION OF WASTE
Generator's common name for Waste
Procen Generating Waste _ (EMI L4-9d�/I✓
C. CHARACTERISTICS OF WASTE
Color Odor
Physical State at 70°F Layers
❑None 14Mild ❑ Solid ❑ Semi-Solid ❑ Single Phased
M1`f r ❑Strong
Liquid El Powder W Bilayered
❑Describe v
° ❑ Multilayered
Specific Gravity at 70°F Flash Point t�Fsrrrree Liquids PH
❑ CS El1.3-1.6 ❑< 70°F X141-200°F IOIYes ❑0-2 07.1-10
X.8-1.0 ❑ >1.6 ❑70-100•F ❑ >200•F ❑No 02.1-4 010.1-12.5
1.0-1.3 Cl exact ❑101-140°F Volume /G U % X -1-6.9 ❑ >12.5
❑Neutral (7) ❑Exact
D. CHEMICAL COMPOSITION(MUST ADD TO 100%)
% MAJOR CONSTITUENT % MINOR CONSTITUENT PpM
+ TRACE
All IL_
E. METALS
❑Total (ppm) ❑EPA Extraction(mg/L) ❑ None F.OTHER COMPONENTS
Arsenic (As) No Yes Total ppm
Lead (Pb) Others PCB's ❑ W ��
Barium(Be) Silver (Ag) D 1W -(
Cadmium (Cd Cyanides .Ll O) Selenium (Se) ❑ El ❑
Chromium ICr+3) Copper (Cu) Sulfides Pesticides ❑ El ❑
Chromium-Hex (Cr►6) Nickel INi) D ❑ ❑
Phenolics
Mercury (Hg) Zinc(Zn) Dioxins El
G. HAZARDOUS CHARACTERISTICS H. ANTICIPATED VOLUME
DSgal Reactivity []None Explosive ❑56gal drum pail ❑week
❑Pyrophoric ❑Water Reactive D15gal carboy per ❑month
Shock El year
Sensitive ❑Other 030gal drum ❑Other
'f# Infectious or Biological Waste ❑Yes ❑No
Radioactive Dyes ❑No trek
❑Outer
'ECIAL HANDLING INFORMATION
J. I hereby Certify that all information submitted in this and all attached documents is complete, accuraw; and that all known or suspected hazards have
on disclosed.
. r
E. BORING LOGS
�t-
CARR-EPEE CORP.
37 LINDEN STREET P O BOX 321 MEDFORD, MASSACHUSETTS 02155 Telephone 391-4500
To HME11, EYSTER ASSOC., III. , ACCDRD, MA.02018-0325 _ Date ---DEC. 23, 1985 85742
-- -- Job No
Location M IZDRM WELLS, M= STATES SPRM MANY, HYAIMS, MA. Scale 1" - 3 ft.
BORING 1 � )
25'(Y'
15
19 SM, FROM 25'(Y' TO 27'0"
20 RDooIVERED IT'
23
IEIIISE
I
TINE TO NEIBUM
12
17 �
15 S#7, FR(M 30'(Y' TO 32'(Y'
18 REOON D 14"
SAND
10
( 20
24 S#8, FRCM 35'(Y' TO 37'0"
37'0" 21 RFi00VERID 12"
MEDIIIM TENSE
OOARSE TO NEMUM
SAND
12
12
13 SYl9, FROM 40'(Y' TO 42'(Y'
42'0" 14 WOUVEFtED 15"
WA'IEFt IE%a 36'(Y'
SITE OF AUM 7, O.D., IBM 40'(Y'
MnIM: JOSEPH DESDME, B. SUMMAND
HATE STARTED 6 Oa4l ;IID: 12-20-85
INSfAUED OBSERVATION WEW 2" PVC PIPE, 5'(Y' SIDr1EtB,,
34'U' SOLID),, 39'0" BEWW GROOM SURFACE, IN(L Dc ROmmy Box.
All samples have bean visually classified by DRILZER Unless otherwise specified• eater levels noted were observed at completion of
burin%dr da ngltil�e3ssAriivtenresent permanent groundwater levels Figures in right handcolumn indicate number of blows required to drive
ICI 5YL11 SAMYL.EK b inches using 140 lb.weight falling 30 inches*. Figures in column to left(if noted)indicate number of
blows to drive casing one foot, using 300 lb.weight falling 24 inches f
SHEET 2 of 2
1
CARR-DEE CORP.
37 L!=NDEN STREET P.O. BOX 321 MEDFORD, MASSACHUSETTS 02155 Telephone 391-4500
To HIDELL, EYSTER ASS90C•, PC., ACODRD, MA.02018-0325 _ Date DEC. 23, 1985 85742
Job No
Location MITORINC WEIJS, U=D STATES SPR12C OCWANY, HYANNIS, Kk• Scale 1" = 3 ft.
` BORING 1
GUM SURFACE
013" ♦ 8F9ALT
7
9
NEZUM MNSE 14
16 Slll, FfttM 0'3" To 2'3"FI>!Ur SAND, LITSLB
REOOVERED 11"
GRAVEL, TRACE CW SILT
12
13 Sff2, FRW 5'0" To 7'0'.'
15 REOOVERED 12"
17
8'a'
VERY Di 11f3S
=MUM SAND 6 20
GRAVEL 27 S113, FFCM 10'0" To 11'6"
53 RDODVERED 11"
13'0"
15
20 S#4, FRCH 15'01' To 17'0"
24 RD10V1M 14"
28
=ESE
FINE TO X&MUM
BARD 10
15 SYi5, FF M 2010" To 2210"
18 REONERED 13"
20
G.
25'0"
OONrINUED ON SHEET N0. 2
SHEET 1 of 2
CARR-DEE CORP.
37 L',NDENI STREET P.O BOX 321 MEDFORD, MASSACHUSETTS 02155 Telephone 391-4500
To HIT -, EYS11T ASSOC., I'JC. , ;T.ODRD, MA.02018-0325 _ Date . DEC. 23, 1985 Job No 85742
Location Mt3NITORIW, tiL"S, UN= 9= SPRIW, OWANY, MNNIS, MA. Scale 1" - 3 ft.
BORING 2 (ootUINLIED)
22'0''
NO WATER ENOO NrERED
SIZE OF AUGERS 7; O.D., IEWIH 20'0"
DRILLER: JOSEPH DESDM, B. S(TIIERLAND
DATE STARTED & o3itErED: 12-20-85
f
j.
DRILLER
All samples have been visually classified by Unless otherwise specified,ester levels noted were observed at completion of
burin s and do no resent
?ermanent ground water levels. Figures in right handcolumn indicate number of blows required to drive
b inches using 140 lb.weight falling 30 inches f Figures in column to left(if noted)indicate number of
blows to drive casing one foot, using 300 lb. weight falling 24 inches f
• SHEET 2 01 2
F
CARR-DEE CORP.
37 LINDEN STREET P.O. BOX 321 MEDFORD, MASSACHUSETTS 02155 Telephone 391-4500
To HIML, EYSTER ASSOC., IWC• , ACMRD, MA.02018-0325 Date DEC. 23, 1985 Job No 85742
Location 14JN1TUMU WEII"S, UNITED STATES SPRIW OCWANY, HYAMIS, MA. Scale 1" = 3 ft.
BORING 3
GZO(W SURFACE
0,311
A S P H A L T
7
F I L L 9 71 RE0 Sill, FROM 0'6" TO 2'6"
SAND. 12 TvTfM 14"
GRAVEL 6
STONES
4'0"
VERY TENSE 20
COARSE TO MMUlt 26
28 S1l2, FROM 5'0" TO 7'0"
SAND, GRAVEL 6 31 REODVERED 12"
STONES
9'6"
ND WATER EN03JN=
SIZE OF AUGERS A. O.D., LIM M 9'6"
DRIIU.ER: JOSEPH DESIM)HE, B. RYDER"
DATE SfARnM'b OD4UM: 12-20-85
NDM: THIS BORING WAS TER4IIf1= AT 9'6"
DUE TO MTMAGE OF AUGER.
All sampbs have been visually classified by �1'� Unless otherwise specified.'ater levels noted were observed at completion of
borings,and do not necessan represent permanent ground water levels. Figures in right haWcolumn indicate number of blows required to drive
1WO-1 KH SPLIT -WR.E t 6 inches using 140 lb.weight falling 30 inches f. Figures in column to left(it noted)indicate number of
blows to drive casing one foot, using 300 lb.weight falling 24 inches f
SHEET _ + of
F . BORING SAMPLE TEST RESULTS
l
Certified Engineering & Testing Co. Inc.
27 Mathewson Drive, Weymouth,MA 02180(61 7)3 3 7-7887
January 8 , 1986 0
Hidell-Eyster & Associates
P.O. Box 325
Accord, MA 02018-0325
ATTENTION: Mr. Robert Hidell
RE: U.S. Spring Building
Job No. 05-85020
Project No. 10051
Gentlemen:
The following are the results of testing performed on the samples
delivered to this laboratory on December 20, 1985 .
I . Sample Description:
Sample No. Description
2141-A Well #1
2141-B Boring #2
2141-C Boring #3
II . Analytical Results :
Sample No. Petroleum Hydrocarbons mg/kg Volatile Organics
2141-A <5 ----
2141-B <5 ----
2141-C -- See attached table
1 Method Reference: Snowden and Peake, "Gas Chromatography of High
Molecular Weight Hydrocarbons with an Inorganic Salt Eutectic Column" ,
Analytical Chemistry, Vol . 50, No. 2, pp. 379-381 .
Very truly yours ,
L
na than E. Hobill
Laboratory Manager
JEH/jes
CERTIFIED ENGINEERING & TESTING COMPANY, INC.
Client : Hidell-Eyster Date Analyzed : January 3 , 1986
Samples Taken: December 20 , 1985 Sample No. : 2141 C
V_ 01atile Organic Concentration
Detection Limit
(u5 l� dug 1)
�CHLOROMETHANE ND 10
VINYL CHLORIDE ND 10
CHLOROETHANE ND
BROMOMETHANE ND 10
METHYLENE CHLORIDE ND 5
TRICHLOROFLUOROMETHANE {
ND 5
1,1-DICHLOROETHYLENE ND 5
1,1-DICHLOROETHANE ND 5
1 ,2-trans-DI'CHLOROETHYLENE ND 5
CHLOROFORM . ND 5
1 ,2-DICHLOROETHANE ND 5
1 ,1,1-TRICHLOROETHANE ND 5
CARBON TETRACHLORIDE ND 5
BROMODICHLOROMETHANE ND 5
1 ,2-DICHLOROPROPANE ND 5
1 ,3-trans-DICHLOROPROPENE ND 5
• TRICHLOROETHYLENE ND 5
- BENZENE ND 5
1,3-cis-DICHLOROPROPENE ND 5
111,2-TRICHLOROETHANE ND 5
2-CHLOROETHYL VINYL ETHER ND 5
DIBROMOCHLOROMETHANE ND 5
BROMOFORM ND 5
TETRACHLOROEHTYLENE ND 5
.1,1,2,2-TETRACHLOROETHANE ND 5
TOLUENE ND 5
CHLOROBENZENE ND 5
ETHYLBENZENE ND 5
ACETONE' ND 25
CARBON DISULFIDE ND 5
THE ND 25
MEK ND 25
MIBK ND
STYRENE 25
ND _ 5
XYLENES ND 5
ND = NONE DETECTED
METHOD REFERENCE: EPA 600/4-79-020 METHOD 624
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GENERAL INFORMATION -Ul
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GENERATOR NAME: �• �� TRANSPORTER:I r •a h j Vl 1 o Q _�w✓JPP t
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FACILITY ADDRESS: I` vICYO Ol Ar,,P �Q u k t TRANSPORTER PHONE:1
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1 1 GENERATOR STATE LD. 1
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,TECHNICAL-CONTACT: TITLE: I PHONE: t
S � NAME OF WASTE:
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PROCESS GENERATING WASTE,> 3��
sx B PHYSICAL CHARACTERISTICS OF WASTE j
1'a COLOR LAYERS
p NONE , ❑MILD PHYSICAL STATE® 70'F
ODOR FREE LIQUIDS ;`{
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Jilt 18�Q ❑STRONG rOLID ❑SEMI-SOLID ❑BI•LAYERED ❑YES ' L. O
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DESCRIBE I .❑'LIOUID ❑POWDER
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F 'pH: ❑<2 7.1.10 /A 'SPECIFIC ❑<.8 ❑ 1.3.1.4 FLASH
❑ ❑<70'F00'F ❑CLOSED CUP
GRAVITY
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4 ,,,,CHEMICAL COMPOSITION(TOTALS MUST ADD TO 100%) D METALS TOTAL(PPM) ❑EPA EXTRACTION PROCEDURE°(mglL) k
I.L 0,�% ARSENIC.(AS),. _1 D ., SELENIUM(Se)t
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16A CHROMIUM(Cr) I — NICKEL(Ni) I I
1% MERCUgY,(Hgj L t7 I ZINC(Zn) t 1
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SULFIDES I U1 PHENOLICS I fli
F.SHIPPING INFORMATION IG
HAZARDOUS CHARACTERISTICS
O.O.T.HAZARDOUS MATERIAL? ❑YES ENO EACTIVITY: R;l<0NE ❑PYROPHORIC ❑SHOCK SENSITIVE
f.1b' ❑EXPLOSIVE ❑WATER REACTIVE n GTHEn
rPROPER'SHIPPING NAME _ - t
HAZARD CLASS I 1 I.D;NO I I ° I R.O.t OTHER HAZARDOUS CHARACTERISTICS:
{{t{{t pp Q<oNE ❑RADIOACTIVE ❑ETIOLOGICAL ,
N :METHOD OF SHIPMENT: ❑BULK LIQUID ❑BULK4SplID Er
ry
Ia DRUM(TYPE/SIZE) J ❑PESTICIDE MANUFACTURING WASTE ❑OTHER 1
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ANTICIPATED VOLUME:I I GALS.I I CUBIC YARDSSEPA HAZARDOUS WASTE? ❑YES " ❑NO
+� I 1 OTHER 1 USEPA HAZARDOUS CODES) IPER: ❑ONE TIME ❑WEEK ❑MONTH TATE HAZARDOUS WASTE? ❑YES ❑NO
❑QUARTER ❑YEAR ❑ STATE CODE(S)l 1
H - SPECIAL HANDLING INFORMATION.
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❑ADDITIONAL PAGE(S)ATTACHED
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�w I HEREBY CERTIFY THAT ALL INFORMATION SUBMITTED IN THIS AND ALL ATTACHED DOCUMENTS IS COMPLETE AND ACCURATE,AND THAT ALL KNOWN OR
SUSPECTED HAZARDS HAVE BEEN DISCLOSED.
'w ':AUTHORIZED SIGNATURE TITLE DATE
1