HomeMy WebLinkAboutAGM: Hecksher Park Pond Huntington 0
New York State Department of Environmental Conservation AM
Division of Solid & Hazardous Materials, Region One libmw
Building 40 -SUN, Stony Brook, New York 11790-2356 _
Phone: (516) 444-0375 FAX: (516) 444-0231
John P.Cahill
Commissioner
November 12, 1999
The Honorable Jean W. Cochrane
Supervisor Town of Southold
Town Hall
59095 Main Road
Southold, New York 11971
Dear Supervisor Cochrane:
The New York State Department of Environmental Conservation is in receipt of the Town of
Southold's letter dated November 12, 1999 from Mr. James Bunchuck. requesting the approval to use
approximately 7,000 to 10,000 cubic yards of dredged material originating from a 3.6 acre pond located
at Heckscher Park.
The Department has reviewed the analytical data provided and has no objection to the use of the
material as alternate grading material underneath the cap at the Southold Landfill.
erely,
SiT* C�
IgOAC. Sikiric
Environmental Engineer
cc: Gregory Yakaboski,Town of Southold
James Bunchuck,Town of Southold
Thomas Maher,D&B
David Glass, D&B
Richard Dickstein, Town of Huntington
110!1--1:7.-199? 14:1717,
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New York State Department of Environmental Conservation
Division of Solid & Hazardous Materials, Region One
Building Q SUN, Stony Brook, New York 11790.2356
Phone: (516) 444-0375 FAX: (518) 444-0231
John P.CON
Commissioner
November 12, 1999
The Honorable Jean W. Cochrane
Supervisor Town of Southold
Town Hall
59095 Main Road
Southold, New York 11971
Dear Supervisor Cochrane;
The New York State Department of Environmental Conservation is in receipt of the Town of
Southold's letter dated November 12, 1999 from Mr. James Bunchuck., requesting the approval to use
approximately 7,000 to 10,000 cubic yards of dredged material originating from a 3.6 acre pond located
at Heckscher Park.
The Department has reviewed the analytical data provided and has no objection to the use of the
material as alternate grading material underneath the cap at the Southold Landfill.
Sierely,
Igo C. Siki is
Environmental Engineer
cc: Gregory Yakaboski,Town of Southold
James Bunchuck, Town of Southold
Thomas Maher, D&B
David Glass, D&B
Richard Dickstein, Town of Huntington
1::):n? x,[111FPI-101 1 .1r=, .1:1.1 n,,'1 P.n1 o,
FAX
NIEW YORK STATE DEPARTMENT OF EVVIRONMJENTAL CONSERVATION
DIVISION OF SOLID AND HAZARDOUS All TER1,4LS
REGION ONE _
IF THERE ARE ANY PROBLEMS 135CEIVING TRANSMISSION, PLEASE CALL ,
. (516) 444-0375
` O:
FAX m. PHONE �: 3Y 7 61'7
.—
FROM:_.�-�e Sf�i lL
FAX r: (516U444-Q231 PHONE ,*:- (516) 444-03.7...5__.
DATE: 111 al q �.
SUBJ: !wg OREQG _A47�O�_
TOTAL NO. OF PAGES INCLUDING COVER PAGE: _-
MESSAGE:_ 41 L
f1{ ff�S�FFO(�-co; l
°y
JAMES BUNCHUCK P.O. Box 962
SOLID WASTE COORDINATOR � Cutchogue, New York 11935
%
.F Tel: (516) 734-7685
Fax: (516) 734-7976
SOUTHOLD TOWN
November 10, 1999 SOLID WASTE DISTRICT
Igor Sikiric
Division of Solid &Hazardous Materials
New York State DEC,Region I
Building 40—SUNY
Stony Brook,NY 11790
Dear Mr. Sikiric:
I am writing to request Department approval for the Town of Southold to accept approximately
7,000 to 10,000 cubic yards of sediment from Hecksher Park Pond in Huntington, for use as
alternate grading material(AGM)underneath the cap of the Cutchogue landfill. The Town of
Southold wishes to accept the material in an effort to save additional costs related to the capping
project.
Test results on samples taken from the pond show that it should be acceptable for the intended
use. These are enclosed herein,along with correspondence from Dvirka&Bartilucci (D&B)to
myself outlining additional terms and conditions under which the Town is willing to accept the
material. (The Town of Huntington will be responsible for excavating the sediment and for
having it delivered to Cutchogue on these terms). In addition, you will also find a letter from
Terry Contracting to Dave Glass of D&B showing how one of those terms,the de-watering of the
sediment, will be met.
I look forward to hearing from you on this matter at your earliest convenience.We wish to begin
accepting the material as soon as possible. Please let me know if you have any questions.
Sincerely,
James Bunchuck
cc(letter only): Supervisor Cochran
Richard Dickstein,Town of Huntington
Thomas Maher, Dvirka and Bartilucci
David Glass, Dvirka and Bartilucci
Ernest Lampro, DEC
i
I�I-e ke, o,,
� G
.JAMES BUNCHUCK y� , P.O. Box X162
fiOLID WASTE COORDINATOR y x Cutchogue, NPw York 1 1925
• !� Tol: (516) 7:14-7685
Fax: (51.6) 734-7976
February 2, 2000 SOUTHOLD TOWN '
SOLID WASTE DISTRICT
Tom Cavanagh
Director of General Services
Huntington Town Hall
100 Main St.
Huntington,NY 11743
Dear Mr. Cavanagh:
I am writing with regard to the Hecksher Park Pond sediment being delivered by the Town of
Huntington to the Southold Town landfill in Cutchogue.
Last week you sent me moisture content results for the first two 500 cubic yard stockpiles of the
sediment. These results were satisfactory, (i.e.,moisture content not more than 201/6)meaning
those piles,totaling 1,000 cubic yards, could be delivered to the Cutchogue landfill. The third
stockpile sampled showed a moisture content of 23%,which exceeds the maximum allowable
level. Your deliveries began on January 29.
I have been repeatedly assured that no sediment with excess moisture would be delivered to
Cutchogue, including in our discussion yesterday wherein you agreed that you would halt
deliveries at 1,000 yards until such time as the next stockpile tested satisfactorily. Yet, as of the
close of business yesterday,Huntington has delivered a total of 1,229 cubic yards. It appears
some material from the unapproved stockpile may have been delivered. If so,this happened in
violation of our contract.The contract allows for the Town of Southold to require the Town of
Huntington to remove any unacceptable material.
The Town of Southold cannot accept any more material under this contract until proper test
results are submitted showing acceptable moisture levels. From this point forward, my approval
shall be required-prior to delivery-for each 500 cubic yard increment the Town of Huntington
intends to deliver,regardless of how low the moisture content is. Any material delivered that
exceeds approved standards,or any other condition in the contract, shall be removed by the Town
of Huntington, in accordance with the contract.
Please let me know if you have any questions.
Sincerely,
OtA
James Bunchuck
cc: Supervisor Cochran
Thomas F. Maher, Dvirka and Bartilucci
David Glass, Dvirka and Bartilucci
Bob Terry, Terry Contracting
FFA( JEAN W. COCHRAN
O�O$v �CO Supervisor
GREGORY F.YAKABOSKI
TOWN ATTORNEY Town Hall, 53095 Main Road
C=
N P.O.Box 1179
Southold, New York 11971
y • �� Telephone(516) 765-1889
Fax(516) 765-1823
OFFICE OF THE TOWN ATTORNEY
TOWN OF SOUTHOLD
December 1, 1999
Richard Dickstein
Department of Engineering
Town of Huntington
100 Main St.
Huntington, NY 11743-6990
RE: Hecksher Park Sediment
Dear Mr. Dickstein:
Please find enclosed a final draft of an intermunicipal agreement regarding the Town of
Southold's consent to accept the Hecksher Pond sediment. As discussed, the Town Board
has determined that the price($6 per cubic yard) will be for the entire material delivered.
Please let me know if you have any additional questions.
Sincerely,
Mary it n
Assi f Town Attorney
cc: Jim Bunchuck
TOWN OF HUNTINGTON/TOWN OF SOUTHOLD
Intermunicipal Agreement(IMA) re: "Hecksher Park Pond Sediment"
For Use in Capping the Southold Town Landfill at Cutchogue, NY.
The following terms and conditions shall, when agreed to and signed by both parties,
constitute an Intermunicipal Agreement between the Town of Huntington, NY and the
Town of Southold,NY wherein The Town of Huntington shall deliver approximately
3,000 to 10,000 cubic yards of sediment to be dredged from the Hecksher Park Pond in
Huntington to the Southold Town Landfill in Cutchogue, NY for use as capping material
in the Cutchogue landfill closure project.
TERMS AND CONDITIONS:
1) The Town of Huntington agrees to pay to the Town of Southold $6.00 per cubic yard
- - of sediment delivered to the Cutchogue landfill. The Town of Huntington shall be
billed on a monthly basis and payment to the Town of Southold will be within thirty
(30) days.
2) The source of the sediment delivered to the Town of Southold under this agreement
shall be exclusively from Hecksher Park Pond in the Town of Huntington. The
sediment may be mixed with clean sand from a NYSDEC approved source to reduce
the moisture content to the amount prescribed in a letter from Dvirka and Bartilucci
to Mr. Bunchuck, dated October 22, 1999. (see Attachment `A'). The material to be
delivered to the Cutchogue landfill shall be tested for moisture content at the
frequency specified in Attachment W.
3) The sediment delivered to the Town of Southold under this agreement shall posses
the same chemical and physical/geotechnical characteristics as that described in the
representative sample analyses performed by the H2M Group on samples taken
from the Pond on October 13, 1999(see Attachment `B'), and which was reviewed
and approved by NYSDEC for use as grading material at the Southold landfill by
the DEC (see Attachment `C').
4) The Town of Huntington shall conduct or arrange for the appropriate
sampling, as specified in the letter from Dvirka&Bartilucci to Mr. Bunchuck
(Attachment `A').
5) Employees at the Town of Southold landfill will visually inspect each load delivered for
odor and cleanliness and other physical makeup. Based on these inspections, the Town of
Southold reserves the right to reject any load for apparent non-compliance, in which case
the load will not be dumped, but will be removed from the landfill by the Town of
Huntington, or its agent'at no cost to the Town of Southold. At the sole option of the Town
1
Southold-Huntington Is 11/99 Is
re:Hecksher Park Pond
p.2
of Southold, any fill delivered and unloaded at the Cutchogue landfill under this agreement
that is later judged by the Town of Southold, based on visual inspection, to be in apparent
non-compliance shall be subject either to 1)removal by the Town of Huntington, or its
agent, at no cost to the Town of Southold, or 2) subsequent chemical and/or geotechnical
testing as described in paragraph(2) above, also at no cost to the Town of Southold. Any
fill delivered under this agreement that is found, through testing, to be unacceptable due to
non-compliance with the chemical and/or geotechnical standards set forth in paragraph(2)
above shall be removed by the Town of Huntington at no cost to the Town of Southold.
Rejected material shall be removed within 15 business days.
6) If requested by the Town of Southold, the Town of Huntington will agree to provide 24
hours advance notice of the time, date, and quantity of each delivery.
7) Prior to the delivery of any fill to the Town of Southold under this agreement, the Town of
Huntington agrees to provide to the Town of Southold a list of trucks and/or trailers to be
used for delivering the fill along with the volumetric capacities of each vehicle. The
information shall include the license plate#, water level capacity in terms of cubic yards,
and amount of fill expected to be hauled in each vehicle should it be either greater or less
than the water level capacity for any reason. The information shall be provided to the
Solid Waste Coordinator. The Town of Huntington agrees to provide the same
information for any additional vehicles it may use under the contract that are not on the
original list, such information to be provided before said vehicle delivers its first load. The
Town of Southold reserves the right to check the capacity of any truck and/or trailer used
by the Town of Huntington, or its agent, under this agreement, either through taking
measurements of volume or through calculating vehicle weights(loaded and/or tare)using
the Town of Southold's truck scales located at the Cutchogue landfill. Actual payment for
deliveries by the Town of Huntington shall be based on measurements made by and the
records maintained by the Town of Southold.
8) The Town of Huntington shall dump the deliveries of acceptable material at the locations
specified by the Town of Southold.
9) The Town of Huntington shall be responsible for compliance with all applicable
federal, state, and local laws and regulations concerning transportation of the fill
material.
10) By execution of this agreement, both parties agree to participate in dispute resolution
prior to any notice of termination based upon an alleged breach of this agreement.
2
Southold-Huntington 11/99
re:Hecksher Park Pond
p.3
A signed copy of these Terms and Conditions will constitute an inter-municipal
agreement (contract)between the Town of Huntington and the Town of Southold.
I (we)agree to the above terms for delivery of Hecksher Park Pond sediment to the Town
of Southold.
Jean W. Cochran Date
Supervisor, Town of Southold
(Type name) Date
Town of Huntington
3
HECHSHER PARK POND INTER-MUNICIPAL AGREEMENT
TOWN OF SOUTHOLD-TOWN OF HUNTINGTON
"ATTACHMENT A"
10
hDvi rka
and
CONSULTING Bartilucci ENGINEERS
330 Crossways Park Drive,Woodbury, New York, 11797-2015
516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045
e-mail: db-eng@woridnet.att.net
October 22, 1999
James Bunchuck, Solid Waste Coordinator
Town of Southold
Town Hall
Main Street
Southold, NY 11971
Re: Hecksher Park Pond
Results of Sample Analysis
D&B No. 1314-FIA
Dear Mr. Bunchuck:
Enclosed please find the results of the chemical analyses of four (4) soil/sediment samples
collected by H2M Group from the bottom of Hecksher Park Pond on October 13, 1999. The
results were transmitted directly to us by the Town of Huntington.
Although the concentrations of certain metals detected slightly exceed the NYSDEC
Recommended Soil Cleanup Objectives, based on our review of the results, the material which
was sampled should be acceptable for placement in the former scavenger waste lagoons (below
the gas venting layer and geomembrane) at the Southold Landfill. Consistent with our letter
dated October 5, 1999 regarding the acceptance of the Hecksher Park Pond dredge material,
however, we are reiterating the following comments:
1. The samples analyzed were collected from 0 to up to 18 inches below the pond
bottom. If the dredging extends below this depth, additional sampling is
recommended since, to our knowledge, the deeper material has not been chemically
characterized. If necessary, this recommendation could be met by sampling of the
stockpiled material after dredging.
2. The Town of Huntington should be required to provide assurance to the Town of
Southold that the moisture content of the material delivered to the landfill will not
exceed 20%. Above this moisture content we have concerns about the ability to
handle and adequately compact the dredge material at the landfill. Huntington should
provide a plan to Southold for dewatering of the dredge material including quality
control sampling of each load of material or stockpile of material at the dewatering
site for moisture content prior to delivery to the Southold Landfill. The minimum
frequency of testing for moisture content should be one test per 500 cubic yards.
A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C.
OVIRKA AND BARTILUCCI
James Bunchuck, Solid Waste Coordinator Page Two
Town of Southold
Town Hall
October 22, 1999
3. The results of the chemical and geotechnical analyses should be submitted to
NYSDEC for review and approval.
4. Although there were no significant odors detected during the sampling, the Town of
Southold should reserve the right to observe the material after it has been dredged and
has dried prior to delivery to the landfill.
If you have any questions regarding this matter or require additional information. please do not
hesitate to call me.
Vel truly yours,
1
Thomas F. Maher, P.E.
Vice President
TFM/DSGt/ld
Enclosure
cc: Jean Cochran, Supervisor
D. Glass, D&B
♦1314\TFM99-43.LTR(R01)
HECKSHER PARK POND INTER-MUNICIPAL AGREEMENT
TOWN OF SOUTHOLD-TOWN OF HUNTINGTON
"ATTACHMENT B"
Ul.l Gl--A zKXI IU-lUACM
� • • � -vu • •`-' _ _.. _
C: JP
H .1�dreolloa M11 RG • Ii2M r M�gir�eeiq
WKCoosavcd=YRMgpw=i.Inc- - HZK WxN IW-
575 Broad Hollow R A MdWQ-,NY 11747-5076
(516)756 w•Fu:(516)694-4122
October 20, 1999 VIA FAX 351-3212& MAIL
Mr.Richard Didmtcin, P.E.
Dept of Engineering
Town of Htmtington
100 Main Street
Ha >o®,New York 11743-6990
Re: Laboratory and Sample Collection Services
Laboratory Reports for Sediment Samples from Hecksher Park Pond
HUNT 99-08
Dear Mr. Dickstein:
Attached are the laboratory reports for the four(4) sediment samples from Hecksher Park
Pond were collected on October 13, 1999. Please forward the Town purchase order for
these services.
If you have any questions concerning this letter', please call me at 756-8000 Extension
1510. -
Very truly yours,
HOLZMACHER, McLENDON &MURRELL,P.C.
C- *J --
Poster Fax Note 7671 116-111- ► i
a� h
Steven C.Heart,P.E.
SCH: toll qa ' 3 rt�
Enclosures
cc: Tom Mamla, P.E.,w/encl.
aNGIaM.aaa . ARCuITECTS - SCIENTIST6
r L A N K R A S 0 C O M S y R U C T I O N M A N A G R A S - SURVEYORS
-vol9:1 OF WMIB(,'TOR TYPE. . . . *SOIL
100 MAIN b''� ROUTINE
It(wluGTON. or 11743 METHOD. . . . GRAB
nATR. COLLEC'T'ED. 10/13/99 POINT NO:
oNrj{ RECEYVED.. 10/13/99 LOCATION: S--1
Cor.r.e..CTLD BY... MPE03
2l(0-1:'.CT NO..... HUNT9908 REMARKS: HECKSHER LAKE
pARAH1ETER-"S RESULTS UNITS
4 MOISTIIRE 28.0 %
SILVER <1.4 mg/kg
ALWNUM 2580 mg/kg
ARSENIC3-•0 mg/kg
<27.8 mg/kg
BARIUM
BERYLLIUM <0.69 mg/kg
CALCIUM 776 mg/kg
CADMIUM <0.69 mg/kg
TOTAL CYANIDE <0.69 mg/kg
COBALT <6.9 mg/kg
CEMOMIUM
Q0i3PS[t 6.4 m9/k9
IRON 3650 mg/kg ___---
PMCURY <0.11 mg/kg
PO'T'ASSIUM 302 mg/kg
K GmIUm 811 mg/kg
MANGANESE 78.5 mg/kg
SODIUM 71.4 mg/kg
WIGBEL <5.6 mg/kg
14.2 mg/k9 _ - ------------
ANTIMONY <0.69 mg/k9
IUM
TIMLIUM <1.4 d9/k9
TO�i'AL SOLIDS 72.0 1
VANAnrnr 7.5 k
DATE ISSUED 10/20/99
CUI)IKS TOS SCH
• ECTOR
ORIGINAL
Tow 00' EMMINUTCR � TYPE. . .. .�IL
100 WHIN STREET ROUTINE
jLu loGTm, lit 11743 METHOD.. . . GRAB
DATE COLLECTED. 10/13/99 POINT N0:
DATE RECEIVED.. 10/13/99 LOCATION: S-1
CUf,r,ac 'ED By... MPE03
pROJeCT NO..... MWT9908 REMARKS: HECKSHER LAKE
TCL SEMI-VOLATILE ORGANICS u kqI
PARAMETER S RESULT PARAMETER (SI RESULT
1,3-DICHLOROBENZENE <460 BIS(2ETHYLHEXYL)PHTHALATE <460
1,4-DICHLOROBENZENE <460 CHRYSENE <460
HEXACHLOROFTHANE <460 BENZO(A)ANTHRACENE <460
BIS(2-CHLOROETHYL)ETHER <460 3,3-DICHLOROSENZIDINE <460
1,2-DICHLOROBEN2ENE <460 DI-H-OCTYL PHTHALATE <460
2,2-OUBIS(1-CHL.PROPANE) <460 BEN80(B)FLUORANTHENE <460
H-NITROSO-DI-F-PROPYLAMIN <460 BENZO(K)FLUORANTHENE <460
NITROBENZENE <460 BENZO(A)PYRENE <460
RFMkCHLOROBUTADIENE <460 INDENO(1,2,3-C,D)PYRENE <460
1,2,4-TRICHLOROBENZENE <460 DIBENZO(A,H)ANTURACENE <460
ISOPHOROME <460 BFaiZO (G,H,I)PERYLENE <460
NAPHTHALENE <460 2-CHWROPHENOL <460
BIS(2-CHL.ETHOXY)M9THANE <460 2-NITROPHENOL <460
CARBAZOLE <460 PHENOL <460
HEXACSL;OROCYCLOPENTADIENE <460 2,4-DIMETHYLPHENOL <460
2-CHLORONAPHTHAIME <460 2,4-OICHLOROPHENOL <460
ACEN"RTHYLESE <460 2,4,6--TRICHLOROPHSNOL <460
<460 4-CHLORO-3-KRMLPSSNOL <460
DIMHYLPHTHALATE <460 2,4-DINITROPHSNOL <1200
2,6-DINITROTOL9I:NE <460 2-MM.-4,6-DINITROPEMOL <1200
FLU RENS <460 PENTACHLOROPHENOL 41200
,l-=.EgIE2M pEamuLETIM <460 4-NITROPHENOL <1200
2,4-DINITROTOLUMIE 4460 2-M '1"HYLpEML <460
DISRHYL PHTIDILATE <460 2,4,S-�1'RICU4ROPHENOL <1200
N UITROBODIPREffrLAMINE <460 4-KETHYLPHENOL 4460
gVAR 4460 4-CHLOROANILINB <460
4- HENYLETHER <460 2-ME!THYLNAPHTHALEIiE <460
pg,Mg <460 2-NITROANILINE <1200
ANTS <460 3-NLTROANILINE <1200
DI-N-BUTYL PHTHALATE <460 DIBSNZOFXIRAN <460
FLUORAlQTflZW <460 4-NITROANILINE <1200
PTRWE <460
BUTYL. BENZYL PHTHALATE <460
COPIES TO$ SCS DATE ISSUED 10/20/99
DATZ S>1;!'[t WM. 10/14/99 eECTOR
t>�1'a ![••••••. 10/19/99
DhT6 vjWM ND.. 10/20/99
ORIC31NAl
Tc M,1N OF MWi'INGTON TYPE._... IL
Lou
�aAI1A S'19� INE
E(UMC:INC�rmm, NY 11743 1�THOD... . GRAB
ONOX COLLECTED. 10/13/99 POINT NO:
01'ta; RECEIVED.. 10/13/99 LOCATION: S-1
(;c)r,r..0MED BY... MPE03
YttCIlMCT NO....- HUNT9908 REQ: HECKSEIER LAKE
TCL PESTICIDES PCB'S — u
PARAMETER S RESULT PARAMETER (SZ RESULT
LINDANE <2.3
HEPTACHLOR <2.3
ALDRIN <2.3
HEPTACHLOR EPDXIDE <2-3
DIRLDRIN <4.6
ENDRIN <4.6
P,P'DDT <4.6
HETHOXYCHLOR <23
TOXAPHENE <230
BETA—BHC <2.3
DELTA—BHC <2.3
ALPHA—BHC <2.3
P..P'-DDb
P'—DDS 111Q Z-- J
ENDOSULFAN I <2.3
ENWSULFAN II <4.6
ENpOSIILFAN SULFATE <4.6
EMMIN ALDERYDE <4.6
AROCLOR 1016 <46
AROCLOR 1221 <92
AROCLOR 1232 <46
AROCLOR 1242 <46
i AROCLOR 1248 <46
AROCiAR 1254 <46
AROCLOR 1260 <46
ENDRIN KEPONE <4.6
ALPHA CHrAWDANE <2.3
GAMA CULORDANE <2.3
DATE ISSUED 10/20/99
cop cES TO: SCH
Datc SKTRRCTBD. 10/14/99 AOR
n RUN....... 10/19/99
DATJ& gg@ORTED.. 10/19/99 ORIGINAL
TOWN OF HUL1'iIINGTOB . TYPE.. .. . �IL
100 NMN SIF "'"ROUTINE
Bmlll l 61110[i, BY 11743 METHOD. . . . GRAB
DATE COLLECTED. 10/13/99 POINT NO:
DATE: RECEIVED., 10/13/99 LOCATION: S-1
COLLECTED BY... MPE03
PROJECT NO..... HUNT9908 REMARKS: HECKSHER LAKE
TCL PURGEABLE ORGANICS - ( ug/kg )
PARAMEM (5) RESULT PARAMETER (S) RESULT
CHLOROMETHANE: <10
BROMONlETHANE <10
VINYL CHLORIDE <10
CHLOROETHANE <10
KWHYLE E CHLORIDE <10
1,1-DICHLOROETHENE <10
1,1-DICW=GETHANE <10
TOTAL-1,2-DIC,HLOROETHENE <10
CHLOROFORM <10
1,2-DICHLOROETHANE <10
1,1,1-TBICBLOROETHANE <10
CARSOIE TETRACHLORIDE <10
BRONODICKLOROKETRANE <10
1,2-DICHLOROPROPANE <10
TRANS-I,3-DICHLOROPROPENE <10
TRIGu,O[(OETilm <10
DIBRO110C HLOROKETHANE <10
1,1,2-RICI A)ROETEME <10
CIS--1,3-DICHLOROPROPENE <10
BENZENE <10
BRONOFXM <10
1,1,2,2-TETRACHLOROETHANE <10
<10
ToLumm <10
CHiARpBffiiEEDiE
<10
9THrumm1Il <10
XYLEM (TOTAL) <10
ACETORE 410
2-SDTAlim (MER) <10
4-44E'l/BYL-2PEKTA9ONE(MIBK) -CIO
CARWR DISULFIDE <10
2-HERANDPB <10
STTR M <10
COPES TO: SCH DATE ISSUED 10/20/99
DATFC RUST....... 10/15/99 ECTOR
Di►TB 9t1T>I<d.. 10/18/99
ORIGINAL
Tt7dN OF BUATINGTON TYPE. .. . . OIL
L00 :MAIN STR=T � �OUTINE
HUIMMA, NY 11743 METHOD.. . . GRAB
E)NVR COLLECTED. 10/13/99 POINT NO:
DATO RECEIVED. . 10/13/99 LOCATION: S-2
coc.GwTED By-.. NPE03
P=?U.JeCT NO..... HUNT9908 REMARKS: HECKSHER LAKE
PARAMETER S RESULTS UNITS
$ MOISTURE 59.1
SILVER <2.4 mg/kg
ALUMINUM 0940 Rig/kg _
ARSENIC 8.2. mg/kg
BARIUM
BERYLLIUM <1.2 mg/kg
CALCIUM 2060 mg/kg
CADMIUM <1.2 mg/kg
TOTAL CYANIDE <1.22 mq/kg
COBALT <12.2 mg/kg
CHROMIUM 18.5 mg/kg
--18.0 &!3/kg —
IRON 9170 mg/kg
MERCURY <0.20 mg/kg
POTASSIUM 750 mg/kq
MA GNEglum 2200 mg/kg
MANGANESE 74.7 mg/kg
SODIUM 215 mg/kg
NICKEL 10.1
86.8
LEAD ....R... ..-.
ANTIMONY
<14.6 mg/kg
—
SELENIUM <1.2 mg/kg
THALLIC <2.4 mg/kg
TOTAL SOLIDS 40.9 1
21.7
m �g,
9TNC 110 ma/ka
CODERS TO: SCH DATE ISSUED 10/20/99
• TOR
ORIGINAL
JU
'TOWN OF BURTINGTOB i TYPE. . . . . . IL
100 !LAIN STRM&T QOUTINE
EMfTINGTON, 11R 11743 METHOD... . GRAB
GATE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED. . 10/13/99 LOCATION: S-2
COLLECTED BY. .. MPE03
PROJECT NO..... RUNT9908 REMARKS: HECKSHER LAKE
TCL SEMI-VOLATILE ORGANICS - ( ug/kg )
PARAMETER S) RESULT PARAMETER (S) RESULT
1,3-DICHLOROBENZENE <900 BIS(2ETHYLHE:XYL)PHTHALATE <800
1,4-DICHLOROBENZENE <800 CHRYSENE <800
REXACHLOROETHANE <800 BENZO(A)ANTHRACENE <800
BIS(2-CEWROETHYL)ETHER <800 3,3-DICHLOROBENZIDINE <800
1,2-DICHLOROBENZENE <800 DI-N-,OCTYL PHTHALATE <800
2,2-OXYSIS(1-CHL.PROPANE) <800 RENZO(B)FLUORANTHENE <800
N-NITROSO-DI-N-PROPYLAM"N <800 BENZO(K)FLUORANTHENE <800
NITROBENZENE <800 BENZO(A)PYRENE <800
KEXAC UIOROBUTADIENE <800 INDENO(1,2,3-C,D)PYRENE <800
1,2,4-TRICHLDROBENZENE <800 DIBENZO(A,H)ANTHRACENE <800
ISOPHORONE <800 BENZO (G,H,I)PERYLENE <800
NAPHTHALENE <800 2-C7LOR0PHENOL <800
BIS(2-CBL.ETHOXY)METHANE <800 2-NITROPHENOL <800
CARBAZOLN <800 PHENOL <800
HEXACHIAROCYCLOPENTADIENE <800 2,4-DIMETHYLPHENOL <800
2-(31LORONAP,WTHALENE <800 2,4-DICHLOROPSWL <800
ACMWRTKYLM <800 2,4,6-TRICHLOROPHENOL <800
ACEHlIP E <300 4-CHLORO-3-NEPHYLPBENOL <600
orMrPSYI,PHTSALATE <800 2,4-DINITROPEUML <2000
2,6-DINITROTOLUENE <800 2-MWTH.-4,6-DINITROPHBNOL <2000
FLUORENE <800 PENTACiff.OROPHENOL <2000
4-CSL.PHWYL PBBNXLETHER <800 4-NITROPHENOL <2000
2,4-DINITAOTOLDSNE <800 2-METHYLPE001, <800
DIBTH)CL PA'1'HAt,ATB <800 2,4,5-TRICM6MOPMML <2000
N-NITROSODIPE=TLANINE <600 4-MNTRYLPHENOL <800
Z(g <800 4-CHLOROAMILINE <800
4-BROKOPHSIfTLPBENYLETHER <800 2-IfETH7CLNAPgTHALENE <800
munmRSHE <800 2-NITROANILINE <2000
ANTHRACENE <800 3-NITROANILINE <2000
DI-1-BUTYL PWMLATE <800 DIB2NZOFURAN <800
FLEE <800 4-NITROA141LIKE <2000
PYRWE <800
BUTYL BENZYL PHTRALATE <800
COPIES TO: SCH DATE ISSUED 10/20/99
DATE E1['1'RACr30. 10/14/99
DATB ....... 10/19/99 ECTOIt
D m TED.. 10/20/99
ORiC NAL
TOWN OF SUNTINGTON TYPE._ . . . IL
100'NMN STREET INE
BxmmiGPON, MY 11743 METHOD.... GRAB
()ATE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED. - 10/13/99 LOCATION: S-2
COLLECTED BY. .. MPE03
PROJECT NO.. ..- HUNT9908 REMARKS: BECKSHER LAKE
TCL PESTICIDES PCB'S — u k
P TER (SI RESULT PARAMETER (S) RESULT
LINDANE <4.1
HEPTACHLOR <4.1
ALDRIN <4.1
HNPTACHLOR EPDXIDE <4.1
DIELDRIN <8.2
ENDRIN <8.2
P,P'DDT <8.2
METHOXYCHLOR <41
TOXAPHENE <410
BETA-HHC <4.1
DELTA-BHC 0.1
ALPHA-BHC 0.1
P..F_'=DQD_..__.
P.P.'-DDE 27.0 --
ENDOSULFAN I 0.1
ENDOSULFAN II <8.2
ENDOSULFAN SULFATE <8.2
ENDRIN ALDEHYDE <8.2
AROCLOR 1016 <82
AROCLOR 1221 <160
AROCLOR 1232 <82
AROCLOR 1242 <82
AROCLOR 1248 <82
AROMOR 1254 <82
AROCLc)R 1260 <33
ENDRIN KETONE <8.2
ALPHA CHLOWANE 0.1
cjjmA CHLORDANE 0.1
DATE ISSUED 10/20/99
COPIES TO: SCH
pim BBTAACTED. 10/14/99gC�ppR
Ql1TE RUST....... 10/19/99
ATE REMTMM.. 10/19/99
oaiciNnt
"•"" '•'" .11U JJl J1JU �" �Jy
lei -IAL/v a Q_!—w
'PORN OF RMTYNGTOM TYPE.. ....IL
100 UAIN STREST ROUTINE
HUNTIHfa'1M, UT 11743 METHOD.... GRAB
DATE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED_. 10/13/99 LOCATION: S-2
COf,f,r,CTED BY... MPE03
PRO.16=, No.. ..- HUNT9908 REMARKS: HECKSHER LAKE
TCL PURGEABLE ORGANICS - ( uq/kg )
PARAMETER (S) RESULT PARAMETER (S) RESULT
CHLOROMETHANE <10
BROMOMETHANE <10
VINYL CHLORIDE <10
CHLOROETHANE <10
METHYLENE CHLORIDE <10
1,1-DICHLOROETBENE <10
1,1-DICHIAROSTHANE <10
TOTAL-I,2-DICHLOROETHENE <10
CHLOROFORM <10
1,2-DICHLOROETHANE <10
1,1,1-TRICHLOROETHANE <10
CARBON TETRACHLORIDE <10
SROMODICOWROMETHANE <10
1,2-DICHLOROPROPANE <10
TRANS-I,3-DICHLOROPROPENE <10
TRICHLOROMENE <10
DIBR BANE <10
1,1,Z-TRICHLOROETHANE <10
CIS-1,3-DICHLOROPROPENE <10
BENZENE <10
BROMOFORM <10
1,1,2,2-TETRACRWROETHANE <10
TETRAMOROETEUME <10
TOLUMM <10
CHLOROSENSENE <10
STHYLBMZENE <10
XYLENES (TOTAL) <10
AMWE <10
2_ROTAPOiNE 0=) <10
4-MZTHYL-2PE14TANONE(MIBK) <10
CARBON DISULFIDE <10
2- E <10
STYPJW <10
CO()IES TOs BCH DATE ISSUED 10/20/99
WE RUN....... 10/15/99
0�TL RMORTED.. 10/18/99 TOA
ORIGINAL
-COWN or RuwI1fGTON TYPE.... SOIL
L00 ; LUM STREET �RCUTINE
SfTpTI1K;'1'aN, t1Y 11743 METHOD.. .. GRAB
DATE COLLECTED. 10/13/99 POINT NO:
OAT& RECEIVED.. 10/13/99 LOCATION: S-3
COGLgCTED BY... MPE03
PRojHCT No..... HUNT9909 REMARKS: RECKSHER LAKE
PARAMETER a RESULTS UNITS
I MOISTURE 31.4 %
SILVER <1.5 mg/kg
ALUMINUM 5350 mg/kg
ARSENIC 4.7 mg/kg._
BARIUM
35.2 m k
BERYLLIUM <0.73 mg/kg
CALCIUM 1200 mg/kg
CADMIUM <0.13 tag/kg
TOTAL CYANIDE <0.73 mg/kg
COBALT <7.3 mg/kg
11.4 m
MIUM
CMIO �__..__ __
CQPPffit 10._5 mg/kg
-��IRON 6020 mg/kg
MERCURY <0.14 mg/kg
POTASSIUM 620 mg/kg
MAGNESIUM 1560 mg/kg
MANGANESE 58.2 mg/kg
SODIUM 126 mg/kg
NICKEL 7.3 mg/kg
LEAD 41.2 tag/kg
ANTIMONY <8.8 mg/kg
SELMUK <0.73 mg/kg
THALLIOM <1.5 mg/kg
TOTAL SOLIDS 6 6 •
VANADIUM 3.6� Mg/kg
ZINC 67. mg/kg
DATE ISSUED 10/20/99
COPEKS TO: SCH
t � ECTOR
ORIGINAL
i
Tow OF RMII,T a TYPE. . ....
IL
100 � B'P,�JAII4 STRS
ffaw�NGTON, BY 11743 14ETHOD.. .. GRAB
DNrE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED.. 10/13,/99 LOCATION: S-3
CoLr,ECTED BY... MPS03
PROJECT NO..... MM9908 REMARKS: HECKSHER LAKE
TCL SEMI-VOLATILE ORGANICS - j u!3/kg I
PARAMETER LU RESULT PARAMETER (S , RESULT
1,3-DICHLOROBENZENE <400 BIS(2ETHYLHEXYL)PHTHALATE <480
1,4-DICHLOROBENZENE <480 CHRYSENE <480
ElEXACHLOROETHANE <480 BENZO(A)ANTHRACENE <480
BIS(2-CHLOR08THYL)ETHER <480 3,3-DICHLOROBENZIDINE <480
1,2-DICELOROBENZENE <480 DI-N-OCTYL PHTHALATE <480
2,2-0XYBIS(1-M.PROPANE) <480 BENZO(B)FLUORANTHENE <480
N-NITROSO-DI-N-PROPYLAMIN <480 BENZO(K)FLUORANTHENE <480
NITROBENZENE <480 BENZO(A)PYRENE <480
HEXACHLOROBUTADIENE <480 INDENO(1,2,3-C,D)PYRENE <480
1,2,4-TRICHLOROBENZENE <480 DIBENZO(A,H)ANTHRACENE <480
ISOPHORONE <480 BENZO (G,H,I)PERYLENE <480
NAPHTHALENE <480 2-CHLOROPHENOL <480
8IS(2-CHL.BTHOXY)METHANE <480 2-NITROPHENOL <480
CARBAZOLE <480 PHENOL <480
HEXACHLOROCYCLOPENTADIENE <480 2,4-DIMETHYLPHENOL <480
2-CSWROKAPHTUALENE <480 2,4-OICHLOROPHENOL <480
ACENAPRTSYLWX <480 2,4,6-TRICHUMOPHENOL <480
PgT�g 4480 4-CHLORO-3-METHYLPHENOL <480
CE <480 2.4-DINITROPHENOL <1200
DIKM%NTROTALATEE <980 2-METH.-4,6-DINITROPHENOL <1200
2,6-DI4480 PENTACHLOROPHENOL <1200
FLUORINI
4-3L.PZWn PEEEYLg� <480 4-NITROPEiENOL 41200
2,4-D319ITR0T0LDBNE 4480 2-METHYLPI8ML <480
OIETRYL PETBAL.ATE± <480 2,4.5-TRIL-Fa ROPHENOL <1200
N-MITROSODIP>EID NrLAMINE <480 440njffLPHEWL <480
gE ,OBOBENZI&!ig <480 4-C IMOANILINE <490
4-BR(x+DPRBRYLPHENYLETHER 4480 2-METHYLNAPHTHALENE <480
PBNE 4480 2-NITROANILINE 41200
3-NITROANILINE 41200
PINTS 4480
DIBENSOFURAN <480
DI-It-BUTYL PHTHALATE <480
FLUORANTHENE <480 4-NITROANILINE 4112020
0
p1KEI <480
UUTyL B=ZYL PHTHALATE <480
DATR ISSUED 10/20/99
COPIES Tol SC8
D�Tg E1C vikL-M. 10/14/99 FCTOR
DATE RW....... 10/19/99
DXTE REPORTED.. 10/20/99
ORIGINAL
TQlN OF FMWrINGTON b% TYPE.. . ..�IL
100 MAIN R=T ROUTINE
BUmT.nWKW, My 11743 METHOD._.. GRAB
DATE COLLECTED. 10/13/99 POINT N0:
OATS RECEIVED. . 10/13/99 LOCATION! S-3
COLLECTED BY. .. MPE03
PROJECT 140.. ... RUNT9908 PJDU RKS: HECKSHER LAKE
TCL PESTICIDES/PCB'S - ( u9/kg
pARAMETER_ (S) RESULT PARAMETER (s) RESULT
LINDANE <2.4
HEPTACHLOR <2.4
ALDRIN <2.4
HEPTACHLOR EPDXIDE <2,4
DIELDRIN <4.8
ENDRIN <4.8
P,P'DDT <4_8
METHOXYCHLOR <24
TOXAPHENE <240
BETA-BHC <'_.4
DELTA-BHC <2.4
ALPHA-BHC <2.4
P,P'-DDD 5.2
P ',=DDE 14.0
ENDOSULFAN I <2.4
ENDOSULFAK II <4.8
MMSULFAN SULFATE <4.8
ENDRIN ALDEHYDE <4.8
AROCLOR 1016 <48
AROCLOR 1221 <97
AROCLOR 1232 <48
AROCLOR 1242 <48
3 AROMM 1248 <48
AROCLOR 1254 <48
AROCLOR 1260 <48
WWRII4 KETONE <4.8
ALPHA CHLORDANE <2.4
GAMMA CHLORDANE <2.4
COPIES TO: SCH DATE ISSUED 10/20/49
DiJTE EX'PRACTED. 10/14/99 pECIOR
OTS RUN....... 10/19/99
D�ITE Rimim.. 10/19/99
ORIGINAL
'[t' m OF HUNTINGTON • TYPE. ... . . �IL
100 IL
too Min STRM��NGaON, NY 11743 pia rHOD... . GRAFI
DATE COLLECTED. 10/13/99 POINT NO:
OATS RECEIVED. - 10/13/99 LOCATION: S-3
COGLECTE/D BY.. . 14PE03
PROJECT NO-- -•• HUNT9908 REMARKS: E;ECKSH•:R LAKE
TCL PURGEABLE ORGANICS — u )(
PARAMETER 1S RESULT PARAMETER S RESULT
CHLOROMETHANE <10
9ROMOMEPHANE <10
VINYL CHLORIDE <10
CHLOROETHANE <10
METEEYLENE CHLORIDE <10
1,1—DICHLOROETHENE <10
1,1-DICHLOROETHANE <10
TOTAL—I,2—DICEWROETHENE <10
CHLOROFORM <10
1,2-DICHLOROETHANE <10
1,1,1-TRICHLORORTHANE <10
CARBON TETRACHLORIDE <10
BROMDICHWROMEPHANE <10
1,2—DICHL.OROPROPANE <10
TRANS—I,3—DICHLOROPROPENE <10
TRICHLOROETHENE <10
DIBROt4OCEELOROKETHANE <10
1,1,2—TRICEWRMUANE <10
CIS-1,3—DICEWROPROPENE <10
BENZENE, <10
SROMOFORM <10
1,1,2,2-TETRACEWROETHANE <10
<10
TOLUENE <10
�pR,OSENNENE <10
E;TEffiLEIM92ENE <10
— :S (TOTAL) <10
ACETONE <10
2-BUTANONE (14EK) <10
4-METHYL-2PBN'TA140NE(MIRK) <10
CARBON DISULVIDE <10
2-HEXANONE <10
STYRENE <10
DATE ISSUED 10/20/99
COPCKS TO: SCH
pa►TB EtQN.... ...
10/15/99 Z'tSCTOR
$ RWORTW-- 10/18/99 oaiciNc.�.
T(YAN OF EKWINGTON TYPE.. . . . IL
U)0 HAM STRMT OUTINE
UUNTINL'TOm, NY 11743 METHOD.... GRAB
DATE COLLECTED. 10/13/99 POINT NO:
OA`rg RECEIVED.. 10/13/99 LOCATION: S-4
(.Q(,(.FCTED $Y... MPE03
PROIRCT NO..... WJW9908 REMARKS: HECKSHER LAKE
PARAMETER (S1 RESULTS UNITS
4 MOISTURE 31.6 t
SILVER <1.5 mg/kg
ALUMINUM 3220 mg/kg
ARSENIC 4.8 mg/kg
BARIUM <29.2 mg/kg
BERYLLIUM <0.73 mg/kg
CALCIUK 743 mg/kg
CADMIUM <0.73 19/kg
TOTAL CYANIDE <0.73 mg/kg
COBALT <7.3 mg/kg
CHROMIU14 6.6 mg/kg
COPPER 7.2 mg/kg
IRON 4250 mg/kg
MERCURY <0.12 mg/kg
POTASSIUM 290 mg/kg
MAGNESIUM 769 mg/kg
!MANGANESE 30.2 mg/kg
SODIUM 84.2 mg/kg
NICKEL <5.8 mg/kg
LEAD 26.0 mg/kg
ANTIMONY <8.8 mg/kg
SELENIUM <0.73 mg/kg
THALLIUM <1.5 mg/kg
TOTAL SOLIDS 68.4 S
VANADIUM mg/kg
ZINC mg/kg
DATE ISSUED 10/20/99
COp(�5 TO: SCH
. EU:TOR
GRIOINAL
TOWN OF IN TON � TYPE.. ._ .WIL
100 Amin b EBT ROUTINE
SON'rIliL"1"OF, Et 11743 METHOD... . GRAB
DATE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED.. 10/13/99 LOCATION: S-4
COLLECTED BY__. MPE03
PROJECT NO.. ... OM9908 REMARKS: HECKSHER LAKE
TCL SEMI-VOLATILE ORGANICS - ( ug/kg_)
PARAMETER (S) RESULT PARAMETER (S) RESULT
1,3-DICHLOROBENZENE <490 BIS(2ETAYLHEXYL)PHTHALATE <490
1,4-DICHLOROBENZENE <490 CHRYSENE <490
HEXACHLOROETHANE <490 BENZO(A)ANTURACENE <490
BIS(2-CHLOROETHYL)ETHER <490 3,3-DICHLOROBENZIDINE <490
1,2-DICHLOROBENZENE <490 DI-N-OCTYL PHTHALATE <490
2,2-OXYBIS(l-CHL.PROPANE) <490 BENZO(B)FLUORANTHENE <490
N-NITROSO-DI-N-PROPYLAMIN <490 BENZO(K)FLUORANTHENE <490
NITROBENZENE <490 BENZO(A)PYRENE <490
HEXACHLOROBUTADIENE <490 INDENO(1,2,3-C,D)PYRENE <490
1,2,4-TRICHLOROBENZ ENE <490 DIBENZO(A,H)ANTHRACENE <490
ISOPHORONE <490 BENZO (G,H,I)PERYLENE <490
NAPHTHALENE <490 2-CHLOROPHENOL <490
BIS(2-CH6.BTHOXY)METHANE <490 2-NITROPHENOL <490
CARBAZOLE <490 PHENOL <490
EGMACHLOROCYCLOPENTADIENE <490 2,4-DIMETHYLPHENOL <490
2-CHLORONAPHTHALENE <490 2,4-DICHLOROPHENOL <490
ACENAPHTHYLENE <490 2,4,6-TRICHLOROPHENOL <490
ACMUMM ME <490 4-(HLORO-3-METHYLPBENOL <490
DI <490 2,4-DINITROPHENOL <1300
2,6-DINITROTOLUENE <490 2--Mb`1'H.-4,6-DINITROPHENOL <1300
FI,UORg4S <490 PELa'PACHLOROPHENOL <1300
4-CHL.PHMiYL PREKYLETHER <490 4-NITROPHENOL <1300
2,4-0INIZ'ROTOLQ»E <490 2-METHYLPMML <490
DIETSYL P9TBALATE <490 2,4,S-TRICBLOROPHENOL <1300
N-WITR090DIPHERYLANINE <490 4-faTHYLPHENOL <490
E[EXACEMAMOBENZENE <490 4-CgLoROANILINE <490
4-momopmeNYLPHENYIXTHER <490 2-METHlNAPHTHALENR <490
plop <490 2-NITROARILINE <1300
ANTHRACENE <490 3-NITROANILINE <1300
DI-R-BUTYL PHTHALATE <490 DIBENZOPURAN <490
FLUORANTHENE <490 4-NITROANILINE <1300
PTRWE <490
BUTYL BENZYL PHTMdALATE <490
COPIES TO: SCH DATE ISSUED 10/20/99
DATE xxTRACTED. 10/14/99 .
DATE RUN._...... 10/19/99 ECTOR
DATE RM(P=TXD.. 10/20/99
ORIG1NAt.
UL.1 L1 1JJJ lv"�a •u• •• � , �.v�••• ...•
'l'ow QF MMINGTON � TYPE..... IL
OUTINE
100 MKIN STRAW
HNTINGTON, BY 11743 METHOD.. . . GRAB
a�
a
i
a
DATA COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED. . 10/13/99 LOCATION: S-4
COLLECTED BY.. . MPE03
PROJECT NO... . . M=9908REMARKS: HECKSHER LAKE
TCL PESTICIDES/PCB-5 — u k
PARAMETER (Sl RESULT PARAMETER (S1 RESULT
LINDANE <2.4
HEPTACHLOR <2.4
ALDRIN <2.4
HEPTACHLOR EPDXIDE <2.4
DIELDRIN <4.9
ENDRIN <4.9
P.P'DDT <4.9
METHOXYCHLOR <24
TOXAPHENE <240
BETA—BHC <2.4
DELTA—BHC <2.4
ALPHA—BHC <2.4
P,P'—DDD --11'0 _
P,P'.:SDE 26.0
ENDOSULFAN I <2.4
ENDOSULFAN II <4.9
ENDOSULFAN SULFATE <4.9
EMR.IN ALDEHYDE <4.9
AROCLOR 1016 <49
AROCLOR 1221 <98
AROCLOR 1232 <49
AROCLOR 1242 <49
AROCLOR 1248 <49
AROCLOR 1254 <49
AROCLOR 1260 c49
ENDRIN KETONE <4.9
ALPHA CHLORDANE <2.4
GAMMA CHLORDANE <2.4
D \TE ISSUED 10/20/99
COPIES TO: SCH
T$ EXTRALTM- 10/14/99
D1T& EDN....... 10/19/99
Dl�TE MMMTED.. 10114/99 ORIGINAL
UC:F-21-1999 10:21 TOH FIRE PREVENTION
f ��-� ' `*� �• - 516 351 3136 P.17
Tom OF BUNTIPG"PON 0 TYPE. ..I* SOIL
100 HAAT STRAW
ROUTINE
BUNTINGTON, Nr 11743 METHOD. . .. GRAB
DATE COLLEC'T'ED. 10/13/99 POINT NO:
DATE RECEIVED. . 10/13/99 LOCATION: S-4
COLLECTED BY. .. MPE03
PROJECT NO. . . . . HUNT9906 REMARKS: HECKSHER LAKE
TCL PURGEABLE ORGANICS - ( ug/kg 1
PARAMETER (S) RESULT PARAMETER (Sl RESULT
CHLOROMETHANE <10
BROMOMETHANE <10
VINYL CHLORIDE <10
CHLOROETHANE <10
METHYLENE CHLORIDE <10
1,1-DICHLOROETHENE <10
1,1-DICFI*OROETHANE <10
TOTAL-I,2-DICHLOROETHENE <10
CHLOROFORM <10
1,2-DICHLOROETHANE <10
1,1,1-TRICHLOROETHANE <10
CARBON TETRACHLORIDE <10
BROMODICHLOROMETHANE <10
1,2-DICHLOROPROPANE <10
TRANS-I,3-DICHLOROPROPENE <10
TRICHLOROETHENE <10
DIBROMOCHLOROMETBANE <10
1,1,2-TRICHLOROETHANE <10
CIS-1,3-DICHLOROPROPENE <10
BENZENE <10
BROKOFORM <10
1,1,2,2-TETRACHLOROETHANE <10
TSTRACHLOROETHENE <10
TOLUENE <10
CHI.OROBENZENE <10
ETHYLBSNZENS <LO
XYLENES (TOTAL) <10
NONE <10
Z-BUTANONE (MER) <10
4-METHYL-2PSNTANONE(MIBK) <10
CARBON DISULFIDE <10
7-HEXANONE <10
STYRENE <10
COPIES TO: SCH DATE ISSUED 10/20/99
DATE RUN..... .. 10/15/99
Okirs RwaRTED.. 10/16/99 R HG"i'OR
ORIGINAL
TOTAL P.17
HECKSHER PARK POND INTER-MUNICIPAL AGREEMENT
TOWN OF SOUTHOLD-TOWN OF HUNTINGTON
"ATTACHMENT C"
='HI-1 '-;T01 h* BRfn-t1 •
111271 F1.n--
Hecksher Park Pond IMA/Town of Southold-Town of Huntington: ATTACHMENT 'C'
New York State Department of Environmental Conservation
Division of Solid & Hazardous Materials, Region One
Building 40 SUN, Stony Brook, New York 11790.2356
Phone: (516) 444-0375 FAX: (516) 444-0231
John P.Cahill
Commissioner
November 12, 1999
The honorable Jean W. Cocluane
Supervisor Town of Southold
Town 1 call
15()0()5 Mani Road
Southold. New Yot k 11971
Dear Supen'isor Cochrane;
The New York State Department of Environmental Conservation is in receipt of the Town of
Southold's letter dated November 17., 1999 from Mr. James Bunchuck. requesting the approval to use
approximately 7,000 to 10,000 cubic yards of dredged material originating from a 3.6 acre pond located
at l4eckscher Park.
The Department has reviewed the analytical data provided and has no objection to the use of the
material as alternate grading material undemeath the cap at the Southold Landfill.
Si erely,
Igo C. Sikiric
Environmental Engineer
cc: Gregory Yakaboski, Town of Southold
James Bunchuck. Town of Southold
Thomas Maher, D&B
David Glass, D&B
Richard Dickstein,'town of Huntington
* * * DRAFT PROPOSED CONTRACT*
RE: "HECKSHER PARK POND SEDIMENT"
November 12, 1999 C
i
Richard Dickstein t�Ak
Department of Engineering
Town of Huntington
100 Main St.
Huntington,NY 11743-6990
RE: Hecksher Park Sediment
Dear Mr.Dickstein:
I am writing in response to the Town of Huntington's offer to deliver sediment to be dredged
from Hecksher Pond to the Town of Southold for use as grading material at the Cutchogue
Landfill. �� ru JdAU,S ue
As you discussed with our engineering consultants Dvir and Bartilucci,and with Jim
Bunchuck of my staff,your offer is to deliver approxi ately 6,000 to 10,000 cubic yards of
Pond sediment at a fee of$6 ger cubic yard,to be pai by the Town of Huntington to the Town
of Southold. The Town is prepared to accept the fil n this basis.
Should this be acceptable to both parties,the Town of Southold and the Town of Huntington also
Wee to the following: a��/',�, 4 C �-�^� �� �� ✓'�1 """��
We e,-,f,1-e d
1) The sourcef the sediment delivere o the Town of Southold under this agreement shall be ,�,
exclusively ecksher Park Pond ' he Town of Huntington. The sediment may be mixed
with clean sand from a NYSDEC pproved source to reduce the moisture content to the
amount prescribed in a letter fro Dvirka and Bartilucci to Mr. Bunchuck, dated October
22, 1999. (see Attachment`A'). e Town of Southold agrees to charge the Town of
Huntington for sediment dredged from Hecksher Park Pond ONLY,and not for any clean
sand that may be added to the sediment for the purposes of reducing moisture content.
2) The fill delivered to the Town of Southold under this agreement shall posses the same
chemical and physical/geotechnical characteristics as that described in the representative
sample analyses performed by the H2M Group on samples taken from the Pond on October
13, 1999,and which was reviewed and approved by NYSDEC for use as grading material
at the Southold landfill by the DEC(see Attachment`B').
3) The Town of Huntington shall certify to the accuracy of the test report specified in paragraph
2 with respect to material to be delivered to the landfill.
Town of Huntington 0 • • •
11/12/99 Letter re:Hecksher Park Pond
p.2
4) Employees at the Town of Southold landfill will visually inspect each load delivered for cleanliness
and other physical makeup. Based on these inspections,the Town of Southold reserves the right to
reject any load for apparent non-compliance, in which case the load will not be dumped,but will be
removed from the landfill by the Town of Huntington,or its agent at no cost to the Town of
Southold. At the sole option of the Town of Southold,any fill delivered and unloaded at the
Cutchogue landfill under this agreement that is later judged by the Town of Southold,based on
visual inspection,to be in apparent non-compliance shall be subject either to 1)removal by the
Town of Huntington, or its agent, at no cost to the Town of Southold, or 2)subsequent chemical
and/or geotechnical testing as described in paragraph(2)above,also at no cost to the Town of
Southold. Any fill delivered under this agreement that is found,through testing,to be unacceptable
due to non-compliance with the chemical and/or geotechnical standards set forth in paragraph(2)
above shall be removed by the Town of Huntington at no cost to the Town of Southold. Rejected
material shall be removed within 15 business days.
5) If requested by the Town of Southold,the Town of Huntington will agree to provide 24 hours
advance notice of the time, date,and quantity of each delivery.
6) Prior to the delivery of any fill to the Town of Southold under this agreement,the Town of
Huntington agrees to provide the to the Town of Southold a list of trucks and/or trailers to be used
for delivering the fill along with the volumetric capacities of each vehicle. The information shall
include the license plate#,water level capacity in terms of cubic yards, and amount of fill
expected to be hauled in each vehicle should it be either greater or less than the water level
capacity for any reason. The information shall be provided to the Solid Waste Coordinator. The
Town of Huntington agrees to provide the same information for any additional vehicles it may use
under the contract that are not on the original list, such information to be provided before said
vehicle delivers its first load. The Town of Southold reserves the right to check the capacity of any
truck and/or trailer used by the Town of Huntington, or its agent,under this agreement,either
through taking measurements of volume or through calculating vehicle weights(loaded and/or
tare)using the Town of Southold's truck scales located at the Cutchogue landfill. Actual payment
for deliveries by the Town of Huntington shall be based on measurements made by and the records
maintained by the Town of Southold.
7) The Town of Huntington shall dump the deliveries of acceptable material at the locations specified
by the Town of Southold.
8) The Town of Huntington will comply with all applicable federal, state,and local laws and
regulations concerning transportation of the fill material. bum;,,p�.d
9) Either party may terminate this agreement, for any reason,with at least, 4 hours notice to the
other s
Bement while the agreemen w
A signed copy of this letter will constitute an inter-municipal agreement(contract)between the Town of
Huntington and the Town of Southold. Please sign below if the above terms are acceptable,and return a
copy to me. Upon my receipt of the signed contract,deliveries of fill to the landfill may begin at any
time. You should contact Mr. Bunchuck at(516)734-7685 to coordinate delivery schedules.
t
Town of Huntington * • • 0
11/12/99 Letter re:Hecksher Park Pond
p.3
Please let me know if you have any questions.
Sincerely,
Jean W. Cochran
Supervisor
I(we)agree to the above terms for delivery of fill to the Town of Southold.
Jean W. Cochran Date
Supervisor,Town of Southold
(Type name) Date
Town of Huntington
C4iO(�-
JAMFR RUNCIIUCKC P.O. Box 96'>
SO)IAT)WASTE, COORDINATOR W at 00rhogiip, Now Fork 1 I9
• i (i
!� ToI f IS) 724-76R
Fn N: Ori 16) 727-776
October 29, 1999 SOU'I'HOLI) TOWN
SOIAII) WASTE, i)ISTiticn,
Richard Dickstein
Town of Huntington
Town Hall
100 Main St.
Huntington,NY 11743
Dear Mr. Dickstein:
As we discussed yesterday,the Town of Southold is willing to accept the sediment to be dredged
from Hecksher Park Pond in accordance with the conditions set forth in the letter from Divirka
and Bartilucci to me, dated October 22, 1999,which I faxed to you last week.
Also as we discussed,the Town of Southold will charge a fee of$6.00 per cubic yard for the
sediment.
Once your plans for managing the sediment are finalized, I will present them to our Town
Attorney for preparation of an appropriate contract or inter-municipal agreement so the work can
proceed.
I look forward to working with you and the Town of Huntington on this project. Please let me
know if you have any questions or need additional information.
Sincerely,
C9 xt-tlal
James Bunchuck
Solid Waste Coordinator
cc: Supervisor Cochran
Thomas F. Maher, Dvirka and Bartilucci
David Glass, Dvirka and Bartilucci
0
O�,,;�g%AFF011t
JAMES BUNCHUCKo y< P.O. Box 962
SOLID WASTE COORDINATOR Cutchogue, New York 11935
p • Tel: (516) 734-7685
X01
jig
Fax: (516) 734-7976 Sao
October 29, 1999 SOUTHOLD TOWN
SOLID WASTE DISTRICT
Richard Dickstein
Town of Huntington
Town Hall
100 Main St.
Huntington,NY 11743
Dear Mr.Dickstein:
As we discussed yesterday,the Town of Southold is willing to accept the sediment to be dredged
from Hecksher Park Pond in accordance with the conditions set forth in the letter from Divirka
and Bartilucci to me, dated October 22, 1999,which I faxed to you last week.
Also as we discussed,the Town of Southold will charge a fee of$6.00 per cubic yard for the
sediment.
Once your plans for managing the sediment are finalized, I will present them to our Town
Attorney for preparation of an appropriate contract or inter-municipal agreement so the work can
proceed.
I look forward to working with you and the Town of Huntington on this project. Please let me
know if you have any questions or need additional information.
Sincerely, p
4t�� e-4-11 at-�
James Bunchuck
Solid Waste Coordinator
cc: Supervisor Cochran
Thomas F. Maher,Dvirka and Bartilucci
David Glass,Dvirka and Bartilucci
1 . �
TOWN OF HUNTINGTONJTOWN OF SOUTHOLD
Intermunicipal Agreement(IMA) re: "Hecksher Park Pond Sediment"
For Use in Capping the Southold Town Landfill at Cutchogue, NY.
The following terms and conditions shall, when agreed to and signed by both parties,
constitute an Intermunicipal Agreement between the Town of Huntington, NY and the
Town of Southold,NY wherein The Town of Huntington shall deliver approximately
3,000 to 10,000 cubic yards of sediment to be dredged from the Hecksher Park Pond in
Huntington to the Southold Town Landfill in Cutchogue, NY for use as capping material
in the Cutchogue landfill closure project.
TERMS AND CONDITIONS:
1) The Town of Huntington agrees to pay to the Town of Southold $6.00 per cubic yard
of sediment delivered to the Cutchogue landfill. The Town of Huntington shall be
billed on a monthly basis and payment to the Town of Southold will be within thirty
x (30) days.
2) The source of the sediment delivered to the Town of Southold under this agreement
C+ shall be exclusively from Hecksher Park Pond in the Town of Huntington. The
sediment may be mixed with clean sand from a NYSDEC approved source to reduce
the moisture content to the amount prescribed in a letter from Dvirka and Bartilucci
to Mr. Bunchuck, dated October 22, 1999. (see Attachment `A'). The material to be
d� ydelivered to the Cutchogue landfill shall be tested for moisture content at the
'{ W�` � �-e uenc specified in Attachment W.
q Y p
o � 3) The sediment delivered to the Town of Southold under this agreement shall posses
the same chemical and physical/geotechnical characteristics as that described in the
representative sample analyses performed by the H2M Group on samples taken
from the Pond on October 13, 1999 (see Attachment `B'), and which was reviewed
A and approved b NYSDEC for use as grading material at the Southold landfill b
� - � PP Y �' g Y
the DEC (see Attachment `C').
c
4 -7 The Town of Huntington shall conduct or arrange for the appropriate
sampling, as specified in the letter from Dvirka&Bartilucci to Mr. Bunchuck
(Attachment `A').
5) Employees at the Town of Southold landfill will visually inspect each load delivered for
odor and cleanliness and other physical makeup. Based on these inspections, the Town of
Southold reserves the right to reject any load for apparent non-compliance, in which case
t l D Gti ( the load will not be dumped, but will be removed from the landfill by the Town of
OAHuntington, or its agent at no cost to the Town of Southold. At the sole option of the Town
1
Southold-Huntin on9 4 t I
1 I, I /'
re:Hecksher Park P
p.2
of Southold, any fill delivered and unloaded at the Cutchogue landfill under this agreement
f. later judged b the Town of Southold based on visual inspection, to be in apparent
that is ate fudge y
1 tl� non-compliance shall be subject either to 1)removal by the Town of Huntington, or its
tY lid gent, at no cost to the Town of Southold, or 2) subsequent chemical and/or geotechnical
A 'N1' testing as described in paragraph (2) above, also at no cost to the Town of Southold. Any
` Q fill delivered under this agreement that is found, through testing, to be unacceptable due to
b non-compliance with the chemical and/or geotechnical standards set forth in paragraph(2)
above shall be removed by the Town of Huntington at no cost to the Town of Southold.
C� Rejected material shall be removed within 15 business days. ,Qp
1 If requested by the Town of Southold, the Town of Huntington will agree to provide
VIP
v�A hours advance notice of the time, date, and quantity of each delivery.
C 7) Prior to the delivery of any fill to the Town of Southold under this agreement, the Town of
Huntington agrees to provide to the Town of Southold a list of trucks and/or trailers to be
used for delivering the fill along with the volumetric capacities of each vehicle. The
information shall include the license plate#, water level capacity in terms of cubic yards,
and amount of fill expected to be hauled in each vehicle should it be either greater or less
than the water level capacity for any reason. The information shall be provided to the
Solid Waste Coordinator. The Town of Huntington agrees to provide the same
information for any additional vehicles it may use under the contract that are not on the
original list, such information to be provided before said vehicle delivers its first load. The
Town of Southold reserves the right to check the capacity of any truck and/or trailer used
by the Town of Huntington, or its agent, under this agreement, either through taking
' measurements of volume or through calculating vehicle weights (loaded and/or tare) using
the Town of Southold's truck scales located at the Cutchogue landfill. Actual payment for
deliveries by the Town of Huntington shall be based on measurements made by and the
`0l a records maintained by the Town of Southold.
8) The Town of Huntington shall dump the deliveries of acceptable material at the locations
specified by the Town of Southold.
9) The Town of Huntington shall be responsible for compliance with all applicable
federal, state, and local laws and regulations concerning transportation of the fill
material.
10) By execution of this agreement, both parties agree to participate in dispute resolution
prior to any notice of termination based upon an alleged breach of this agreement.
2
Southold-Huntington 1*1/99
re:Hecksher Park Pond
p. 3
A signed copy of these Terms and Conditions will constitute an inter-municipal
agreement (contract)between the Town of Huntington and the Town of Southold.
I (we) agree to the above terms for delivery of Hecksher Park Pond sediment to the Town
of Southold.
Jean W. Cochran Date
Supervisor, Town of Southold
(Type name) Date
Town of Huntington
3
TOWN op HUNT I NG' 'ON
'r
E . .P LONG T S LAND, NEW YORK
X51•l6S"4 b
JO-ANN RAIA
Town Clerk
Registrar of Vital Statistics
Marriage Officer
Records Management Officer
November 19, 1999
Honorable Jean Cochran
Supervisor, Town of Southold
Town Hall - P.O. BOX 1179
Southold, NY 11971
Dear Supervisor Cochran,
Enclosed for your files is a Copy of Town Board Resolution #-1999-705, which
authorizes the Supervisor to execute an Intermunicipal Agreement with the Town of
Southold to accept Heckscher Park Pond Dredge Spoils.. This resolution was adopted
by the Huntington Town Board on November 9, 1999.
If I can be of any further assistance in regard to this matter, please do not hesitate to call
me
Very tru yours,
4'(o'-wn
Ann aia Clerk
JR/gam
Enclosure
Copy to: Elizabeth Neville, Town Clerk
NOV 26M �
OFFICE OF TORN CLERK 0 100 MAIN STREET, HUNTINGTON, N.Y. 11743-6990 0 (S16)351-3206 0 TELEFAX(516) 351.3205
1999-
RESOLUTION AUTHORIZING THE SUPERVISOR TO EXECUTE AN
INTERMUNICIPAL AGREEMENT WITH THE TOWN OF SOUTHOLD TO
ACCEPT HECKSCHER PARK POND DREDGE SPOILS f
Resolution for Town Board Meeting Dated: November 9, 1999
COUNCILMAN CUTHBERTSON
The following resolution was offered by: COUNCILMAN ISRAEL
and seconded by: COUNCILWOMAN BUDD
WHEREAS, the Town Board wishes to pursue the dredging of Heckscher Park Pond to
remove organic-rich sediments and enhance the water quality, and
WHEREAS, NYSDEC has informed Engineering Services that the Town of Southold's
landfill would be an acceptable disposal site for said dredge spoils, and,
WHEREAS, pursuant to SEQRA, the dredging of Heckscher Park Pond has been issued a
Negative Declaration by the Town Board as per Town Board Resolution 1998-219.
NOW THEREFORE, BE IT
RESOLVED, THAT THE TOWN BOARD HEREBY AUTHORIZES the Supervisor to
execute an intermunicipal agreement with the Town of Southold for the deposit of
Heckscher Park Pond Dredge Spoils in the Town of Southold Landfill.
VOTE: AYES: 4 NOES: 1 ABSTENTIONS: U
Supervisor Frank P. Petrone AYE
Councilwoman Marlene L. Budd AYg
Councilman Mark A. Cuthbertson AYE
Councilman Steve J. Israel AYE
Councilwoman Susan J. Scarpati-Reilly NO
THE RESOLUTION WAS THEREUPON DECLARED DULY ADOPTED.
HEC.,SCt1ERDREDGhJLT/ENGINF_ERING SERVICES
TERRY GOWRACTINC 1& MATERIALS, INC,
eau WEST MAIN STREr:r
RTVF ME,gD. NY i l AOt
(516) 727.0170
November 5, 1 g94
David S. (;lass p y
Senior Chemical Engineer
Dviika and Stirtilucci
330 Crossways Park Drive, NY 11797-201 5
Re: Ifeckschm fond
rear M►. C>laFs,
The sand we propose to use for blending with the pond sediments is from Long
IQland National Golf Course. This sand source was previously delivered to the Town of
Southhold Landfill
We will mix a sufficient amount of this sand to reduce moisture content to less
than 20% for delivery to the landfill. This is necessary for the material to be suitable for
trucking and grading
Sampling for moisture content shall be performed for every 5oocy of blended
material prior to delivery as recommended previously by IMrka and Bartilucci
We will afford the representative for Dvirka and BartHucci every opportunity to
inspect the dredged sediment during the stockpiling operation and at any time requested
prior to delivery to the Town of Southold Landfill,
Sincerely,
Robert G, 7, —=
C•Y-7.
RG'r/jm
r•,; 1 a qrl n a: ,gi'ii 1 =,�. �l D TC11T I HAI-L 516 76`� 1. -'? P. 1
l.� JEAN W. COLHRAI�I
d� Supervleor
GREGORY F.YAKABOSKI .` y
TOWN ATTORNEY � ".�� Town.Hall, 6:3098 Main Road
e� _ P.O. 11ax 1179
Southold,New York 11971
<1i 0 Y Telephone(816) 765-1889
�,Q�`� �•a�>� Fax (516) 766.1923
OFFICE OF' TIDE TOWN ATTORNEY
TOWN OF SOUTHOLD
FAX IRAN MI I N HEET
TO: JIM BUNCHUCK, SOLID WASTE COORDINATOR
FROM: GREGORY F. YAKABOSKI, ESQ., TOWN ATTORNEY
MARY C,Wn,SON, ESQ.,ASSISTANT TOWN ATTORNEY
DATE: NOVEMBER 19, 1999
FAX:
NUMBER OF PAGES INCLUDING TRANSMITTAL. SHEET: 01
MESSAGE: Re: I had the pleasure of speaking with Richard Dickstein of
Huntington's Engineering dept in re:proposed contract--he
stated that the amount of sediment is more like 3,000-10,000
not 6-10 and wants the contract to reflect this; is this
sufficient?
Also, he wanted to know if we would consider taking the
sediment without charging the Town of Huntington—I advised
I would review this but basically I stated the Board would not
be interested in the inuck if we didn't get paid.
I don't care for this Ito hour revisions and I believe Dickstein
may be playing games (between us) --give me a call when you
get in today
THIN MESSAGE IS INTENDED FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH
IT IS ADDRESSED AND MAY CONTAIN INORMATION THAT 15 PRIVILEDGED,
CONFIDENTIAL,OR EXEMPT FROM DISCLOSURE. IT THE READER OF THIS MESSAGE
IS NOT THE INTENDED RECIPIENT OR AN EMPLOYEE OR AGENT RESPONSIBLE FOR
DELIVERING THE MESSAGE TO THE INTENDED RECIPIENT,YOU ARE HEREBY
FFB-02-00 14 : 26 FROM: ID: 51648675 PACE 1 !1
Jim 6thwk
JAMES BUNCHUCK P.O. Box 962
SOLID WASTE COORDINATOR � C%stehoeuo,New York 11015
TA:(516)764-7RRF
Fax-(516) T34-7976
Poet-ir Fax Nota i P71
N
To
�01nl cl�+'uarY 2,20WSOLID wPte'»
Tom Cavansoh Fm �- ■f
Dirootor of General Services
Huntiegtoa Town Heli
100 Main St.
l luwdingto0.NY 11743
Dear Mr. Cavanapb:
I wn writing with reprd to the HecimbW Pack Pard sedimen!t�7�mnm
by the Tom of
Himbrigtou to the Southold Town!mull!!!in Cutdaopw.Last week you sent me moisture vontent results Ilat the Stat slockpiloe of the
sedimat. These mnb ware U6400lary,(i.e.,MoisAue Co20%)messing
thou piles,U t Wg 1,000 a�ie yards,could be delivaod to The third stockpile
sampled showed a moisture confect of 230 which eaaeeds towable laval. Year
deliveries began on January 29.
1 have been repeatedly assured that no sediment with excess rrroimure would be delivered to
Cutchope,including in our discuaicn yesterday wherein you agreed do you would Mit
doliveries at 1,000 yards until such tirne as the nerd stockpile tasted atisfidordy. Yet,as of the
close of business yesterday,H a iniltoe has delivered a t9d of 1,229 cubic yards. N appears
come materW loom tba usapprvved stockpile may bave been delivered. If a%this lugpened in
vioWon of our cosaram.ran voaoraat silo for the Tows of Southold to require the Town of
Hund ove say twoaepti bible trutl.
1*1" c; , prior 4* 4A,VCYY "
a Town of Southold coanot accept any!more material andw this anvil tads are Arr
drawing tocepta6te rrwisbrm lavels. Froma this point
the tooapprbility of each 300 cubic yard acorea m the Town of italsods to deliver,
regaidiess of how low the moisture content is. Ary mwerisl delivwed dw cameds approved OWL
74V.4ym
G VGthe Tows of Niton, ntaPlease lot mou hoav__eII-any questions.Sincerely, ' (r9��f'
�"lei w4h�o
,,urea Bunchttok CAW
cc: �aperAwr Cochran
Thomas F.Maher,Dvid a and Bartilsoci
David Gb^Dvirlw said Bart hed
NOV 1 19-99 12 : 37 FROM ID I DIO63649045 PAGE 1/4
PRIVILEGED AND CONFIDENTIALITY NOTICE
The information in this fax is intended for the named
recipients only. It may contain privileged and confidential
l Dv i rka matter. If you have received this fax in error, please
notify us immediately by a collect telephone call to(516)
and 364-9890 and return the original to the sender by mail.
~ We will reimburse you for postage. Do not disclose the
Bartilucci i contents to anyone. Thank-you.
CONSULTING ENGINEERS
330 Crossways Park Drive,Woodbury, New York, 11797-2015
516-364-9890 •Fax: 516-364-9045
D&B FAX NO: (516) 364 - 9045 DATE: November 18, 1999
COMPANY NAME: Town of Southold
ATTENTION: MSC. Wilson, Esq_
FAX NO.: 765-1823
FROM: Dave Glass
SUBJECT: Hecksher Park Pond Sediment _ JOB#:
NO. OF PAGES:
(including rover sheet)
MESSAGE:
ENCLOSED PLEASE FIND COMMENTS TO THE DRAFT IMA.
PLEASE CALL IF ANY QUESTIONS. THANK YOU.
THANK YOU: I
A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C.
NOV- 19-99 12: 39 FROM: 9 IDIW49045 PAGE 2:4
TOWN OF HUNTINGTON/TOWN OF SOUTHOLD
Intermunicipal Agreement(IMA) re: "Herksher Park Pond Sedimeat"
For Use In Capping the Southold Town Landfdl at C'rttehogue, NY.
The following terms and conditions shall,when agreed to and signed by both patties,
constitute an Intermunicipal Agreement between the Town ofHuntington,NY and the
Town of Southold, NY wherein The Town of Huntington shall deliver approximately
6,000 to 10,000 cubic yard¢of sediment to be dredged from the Hedwher park Pond in
Huntington to the Southold Town Landfill in Cutchogue, NY for use as capping material
in the Cutchogue landfill closure project.
TERMS AND CONDITIONS: -16 i w 4 6" 14wa Ise- C_. +� eAl aerie
,4 rd �►'W i� C^4 j4
1) The Town orHunt, agrees to pay to Town of Southold$6.00 per cubic yard of
sediment delivered to the Cutchogue t 11. The Town of Huntington shall be billed on a
monthly basis and payment m the To ad Southold will be within thirty(3t))days.
2) The source of the sediment deli to the Town of Southold under this agreement shall be
exclusively from Hocksher Park in the Town of Huntington. The sediment may be
mixed with clan sand from a SDEC approved source to reduce the moisture content to
the amount prescribed in a letter m to
and Bartiluoci to W.Bunebuek,dated October
22, 1999.(see Attachment`A'). Town of Southold agrees to charge the Town of
Huntington for sediment dredged fiont Hecksher Park Pond ONLY,sad not for any clan
I
sand that may be to the sediment for the purposes of reducing moisture eoatoert
�rrtif� nt. in
3) 7he4"livered to the Town of Southold under this went shall posses the same
chemical and physical4cotechnical des as that described in the representative
sample analyses performed by the H2M Group on samples taken fivm the Pond on October
13, 1999(see Attachment'B'),and which was reviewed and approved by NYSDEC for use
a,grading material at the Southold landfill by the DEC(see Attachment'C').
4) The Town of Huntington shall certify to the accaracy ofthe test report specified in
paragraph 2 with respect to material to be delivered to the landfill. In addition,the Town of
Huntington shall conduct er arrange for the conduct of appropriate QA/QC sal wW%,as
specified in the letter f1mm Dvirka&Bartilucci to Mr.Buncbuck(Attachment'A'). eja,'inj
5) Employees at the Town of Southold landfill will visually inspect each load delivered Geiriew
ess
and other physical makeup. Based on these inspections,the Town of Southold reserveto
reject any load for apparent non-cornplianoe,in which case the load will not be dumped,but will be
removed fiom the landfill by the Town of Huntington,or its agent at no cast to the Town of
Southold. At the solo option of the Town of Southold,any fill delivered and unloaded at the
Cutchogue landfill under this agrxment that is later judged by the Town of Southold,based on
visual inspection,to be in apparent non-compliance shall be subject either to 1)removal by the
Town of Huntington,or its agent,at so cost to the Town of Southold,or 2)subsequent chemical
and/or geotwbnical testing as described in paragraph(2)above,also at no coat to the Town of
NOV= 19-99 12 :40 FROM:D IDW3G49045 PAGE 3/4
Sarthold-HtintiVon IMA 11/99
re:Rednher Pads Pond
P.2
Southold. Any fill delivered under this agreemead that is found,through testing,to be unacceptable
due to non-compliance with the chemical and/or geotechnical standards sec Hirth in paragraph(2)
above sball be removed by the Town of Huntington at no cost to the Town of Southold. Rejected
material shall be removed within 15 business days.
6) If requested by the Town of Southold,the Town of Huntington will epee to provide 24 hours
advance notice of the time,date,and quantity of cub delivery.
7) Prior to the deliverZpthe
any w
the Town of Southold under this agra ent,the Town of
Huntington agrees Town of Southold a list of trucks and/or trailers to be used
for delivering the fill alo�ftvolumetric;capacities of each vehicle. The information shall
include the license plate t!,water level capacity in terms of cubic yards,and amount of fill
expected to be hauled in each vehicle should it be either greater or Ices than the water level
capacity for any reason. The information shall be provided to the Solid Waste Coordinator. The
Town of Huntington agrees to provide the same Wormation for any additional vehicles it may use
under the contract that aro not on the original list,such information to be provided belbre said
vehicle delivers its fust load.The Town of Southold ream-m the right to chock the capacity of my
truck and/or trailer used by the Town of Hlrnpngton,or its agent,undo this agreemerd,.either
through taking measurements of volume or through calculating vehicle weights(loaded and/or
taro)using the Town of Southold'a truck scales located at the CutclWx landfill. Actual payment
for deliveries by the Town of Huntington shall be based on measurements made by and the records
maintained by the Town of Southold.
8) The Town of Huntington shall dump the deliveries of acceptable material at the locations specified
by the Town of Southold, eAAI`
Wcel-
9) The Town of Huntingtonvrkh all applicable federal,state,and IMAaws and
regulations concerning transpo rtatiori of the fill material.
lo) Either party may terminate this agreement,for any reason,with at least S business days notice
to the other party.
A signed copy of these Terms and Conditions will constitute an inter-municipal agreement
(contract)between the Town of Huntington and the Town of Southold.
I(we)agree to the above terms for delivery of Hechsher Park pond sediment to the Town of
Southold.
Jean W. Cochran Data
Superviaw,Town of Southold
(Type name) Date
Town of Huntington
NOV- 18-99 12:41 FROM: I0: WG49045 PAGE 4/4
1nse17 A
The Town of Huntington shall be responsible for all labor, materials and supplies
required to mix the clean sand with the sediment as necessary to obtain a material with a
homogeneous moisture content of no greater than 20%. The Town of Huntington shall
provide with each load of material delivered a certification stating the source and quantity
in cubic yards of sand added to the sediment in each load. The certification shall also
state the moisture content of each load. The Town of Huntington shall provide the Town
of Southold and Dvirka and Bartilucci Consulting Engineers with 48 hours notice to
observe the dredging and processing of the sediment.
i
* •
Dvirka
and
0 Bartilucci
CONSULTING ENGINEERS
330 Crossways Park Drive,Woodbury, New York, 11797-2015
516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045
e-mail: db-eng@worldnet.att.net
October 22, 1999
James Bunchuck, Solid Waste Coordinator
Town of Southold
Town Hall
Main Street
Southold, NY 11971
Re: Hecksher Park Pond
Results of Sample Analysis
D&B No. 1314-FIA
Dear Mr. Bunchuck:
Enclosed please find the results of the chemical analyses of four (4) soil/sediment samples
collected by 112M Group from the bottom of Hecksher Park Pond on October 13, 1999. The
results were transmitted directly to us by the Town of Huntington.
Although the concentrations of certain metals detected slightly exceed the NYSDEC
Recommended Soil Cleanup Objectives, based on our review of the results, the material which
was sampled should be acceptable for placement in the former scavenger waste lagoons (below
the gas venting layer and geomembrane) at the Southold Landfill. Consistent with our letter
dated October 5, 1999 regarding the acceptance of the Hecksher Park Pond dredge material,
however, we are reiterating the following comments:
1. The samples analyzed were collected from 0 to up to 18 inches below the pond
bottom. If the dredging extends below this depth, additional sampling is
recommended since, to our knowledge, the deeper material has not been chemically
characterized. If necessary, this recommendation could be met by sampling of the
stockpiled material after dredging.
2. The Town of Huntington should be required to provide assurance to the Town of
Southold that the moisture content of the material delivered to the landfill will not
exceed 20%. Above this moisture content we have concerns about the ability to
handle and adequately compact the dredge material at the landfill. Huntington should
provide a plan to Southold for dewatering of the dredge material including quality
control sampling of each load of material or stockpile of material at the dewatering
site for moisture content prior to delivery to the Southold Landfill. The minimum
frequency of testing for moisture content should be one test per 500 cubic yards.
A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C.
! , 0
GVIRKA AND BARTILUCCI
James Bunchuck, Solid Waste Coordinator Page Two
Town of Southold
Town Hall
October 22, 1999
3. The results of the chemical and geotechnical analyses should be submitted to
NYSDEC for review and approval.
4. Although there were no significant odors detected during the sampling, the Town of
Southold should reserve the right to observe the material after it has been dredged and
has dried prior to delivery to the landfill.
If you have any questions regarding this matter or require additional information, please do not
hesitate to call me.
Very truly yours,
f
Thomas F. Maher, P.E.
Vice President
TFM/DSGt/ld
Enclosure
cc: Jean Cochran, Supervisor
D. Glass, D&B
♦1314\TFM99-43.LTR(ROl)
Dvirka
and
0 'Bartilucci
CONSULTING ENGINEERS
330 Crossways Park Drive,Woodbury, New York, 11797-2015
516-364-9890 ■ 718-460-3634 F&:516-364-9045
e-mail: db-eng®worldnet.att.net
October 5, 1999
James Bunchuck, Solid Waste Coordinator
Town of Southold
Town Hall
Main Street
Southold, NY 11971
Re: Southold Landfill Closure
Hecksher Park Pond
Town of Huntington, NY
D&B No. 1314-F 1 A
Dear Mr. Bunchuck:
The purpose of this letter is to provide you with the results of our review of the information
which has been provided to us to date regarding the dredge material which is being offered by
the Town of Huntington from Hecksher Park Pond. This letter also provides recommendations
for follow-up activities with the Town of Huntington in connection with evaluating and
accepting the dredge material from Hecksher Park Pond at the Southold Landfill.
Background Information
The following information has been provided to date to D&B regarding the Hecksher Park Pond
dredge material:
1. Based on discussions with Mr. Richard Dickstein it is anticipated that 6,000 to 10,000
cubic yards of material will be dredged from the pond.
2. The results of chemical analyses have been provided by H2M Group (see
Attachment A). Results are presented for the analysis of two sediment samples. The
samples were analyzed for select metals, select volatile organic compounds (VOCs),
polynuclear aromatic compounds, and target compound list pesticides and PCBs.
3. The results of moisture content and grain size analyses for five samples, as well as
classification of soil samples collected from four borings drilled into the bottom of
the pond have been provided by Soil Mechanics Drilling Corp. (see Attachment B).
A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C.
•
DVIRKA AND BARTILUCCI
James Bunchuck, Solid Waste Coordinator Page Two
Town of Southold
Town Hall
October 5, 1999
Findings
Based on our review of the information provided above, our findings are as follows:
1. The results of the chemical analyses provided indicate that the material sampled
should likely be acceptable by NYSDEC for placement below the landfill cap.
However, as we have indicated to the Town of Huntington, we believe that the
samples may not be representative of the dredge material which Huntington is
proposing to deliver to the landfill and do not provide for the complete chemical
analysis requested. This is because, based on available information, the samples
analyzed were grab samples collected from the surface of the pond bottom and
Huntington is planning to remove several feet of material from the pond bottom. In
addition, we indicated to the Town of Huntington that chemical analysis be
performed for the complete list of parameters on the target compound list (TCL) and
on the target analyte list (TAL), as well as cyanide, as part of the evaluation of
material for acceptance at the Southold Landfill. (It should be noted that before Soil
Mechanics collected the core samples for geotechnical analysis, we had requested that
the Town of Huntington perform a complete chemical analysis on several of the core
samples.)
2. The report provided by Soil Mechanics indicates that in at least one area of the pond
the soil has a high fines content and a high moisture content (i.e., Boring 2, Sample
2—48.5% passing a#200 sieve, moisture content of 50.1%).
3. We are concerned about potential odors from the dredge material, however, we have
not been able to observe the material first hand. We had requested notification prior
to the collection of the core samples by Soil Mechanics to allow us to observe the
material as it was collected from the pond bottom. We were notified on the morning
of sample collection that the sampling was being conducted. This did not provide us
with sufficient time to be present. (It should be noted that Soil Mechanics has
indicated that the samples that were collected are being retained at the laboratory and
that they are available for observation.)
Recommendations
Before the dredge material can be accepted at the Southold Landfill, the following is
recommended:
1. The results of analysis of four representative samples for the complete list of
parameters on the TAL and the TCL, as well as cyanide, should be provided. The
samples should be collected in the presence of a representative from D&B so that the
OVIRKA AND BAIRTILUCCI
James Bunchuck, Solid Waste Coordinator Page Three
Town of Southold
Town Hall
October 5, 1999
material can be evaluated for odors and representativeness of the pond sediment. At
least 3 days' notice should be provided prior to sample collection.
2. If based on the results of chemical analysis and observation, the material is acceptable
to NYSDEC and the Town of Southold, the Town of Huntington should be required
to provide assurance to the Town of Southold that the moisture content of the material
delivered to the landfill will not exceed 20%. Above this moisture content we have
concerns about the ability to handle and adequately compact the dredge material at
the landfill. Huntington should provide a plan to Southold for dewatering of the
dredge material including quality control sampling of each load of material or
stockpile of material at the dewatering site for moisture content prior to delivery to
the Southold Landfill. The minimum frequency of testing for moisture content should
be one test per 500 cubic yards.
3. The results of the chemical and geotechnical analysis should be submitted to
NYSDEC for review and approval.
It should be noted that our recommendations are based on the assumption that the dredge
material will be placed in the former scavenger waste lagoons, in support of efforts to complete
backfilling of the lagoons. The material should be placed in conjunction with the glass sand in
alternating lifts, with the thickness of the dredge material being no greater than 6 inches per lift.
If you have any questions regarding this matter or require additional information, please do not
hesitate to call me.
Ver�ruly yours,
Thomas F. Maher, P.E.
Vice President
TFM/DSGt/ajm
Attachment
cc: Jean Cochran, Supervisor
D. Glass (D&B)
♦1314\TFM99-35.LTR(R01)
'1 SEP-27-99 16 = 23 FROM10 • 1DjW3*45 PACE 1/3
PRIVILEGED AND CONFIDENTIALITY NOTICE
ti The information in this fax is intended for the named
recipients only. It may contain privileged and confidential
Qvirka matter. if you have received this fax in error, please
notify us immediately by a collect telephone call to(516)
and 364-9890 and return the original to the sender by mail.
We will reimburse you for postage. Do not disclose the
Bartilucei contents to anyone. Thenk- ou.
CONSULTING ENGINEERS
330 Crossways Park Drive,Woodbury, New York, 11797-2015
516-364-9890-Fax:516-364-9045
D&B FAX NO: (516) 364 - 9045 DATE: September 27, 1999
COMPANY NAME: Southold
ATTENTION: Jim Bunchuck
FAX NO.: 734-7976
FROM: Dave Glass
SUBJECT: Landfill Closure JOB#:
NO. OF PAGES: 4
(including cover sheet)
MESSAGE:
Jim—
As discussed, enlcosed please Mind draft letter(v6thout attachments)re: Town of Huntington
Hecksher Park Pond dredge material.
-Dave C
THANK YOU.,
A DIVISION OF WILLIAM F.COSULICH ASSOCfATES,P.C.
1'
► 5EP-27-99 16 , 23 FROM . I D*3F&45 PAGE 2/3
-DP.AFT-
September 27, 1999
James Bunchuck, Solid Waste Coordinator
Town of Southold
Town Hall
Main Street
Southold,NY 11971
Re: Southold Landfill Closure
Hecksher Park Pond
Town of Huntington,NY
D&B No. 1314-PIA
Dear Mr. Bunchuck:
The purpose of this letter is to provide you with the results of our review of the information
which has been provided to us to date regarding the dredge material which is being offered by
the Town of Huntington from Hecksher Park Pond. This letter also provides recommendations
for follow-up activities with the Town of Huntington in connection with evaluating and
accepting the dredge material from Hecksher Park Pond at the Southold Landfill.
Back&EN d Infor maWS
The following information has been provided to date to D&B regarding the Hecksher Park Pond
dredge material:
1. Based on discussions with Mr. Richard Dickstein it is anticipated that 6,000 to 10,000
cubic yards of material will be dredged from the pond.
2. The results of chemical analyses have been provided by H2M Group (see
Attachment A). Results are presented for the analysis of two sediment samples. The
samples were analyzed for select metals, select volatile organic compounds (VOCs),
polynuclear aromatic compounds,and target compound Iist pesticides and PCBs.
3_ The results of moisture content and grain size analyses for five samples, as well as
classification of soil samples collected from four borings drilled into the bottom of
the pond have been provided by Soil Mechanics Drilling Corp. (see Attachment B).
,t .
SEP-27-99 16; 24 FROM:0 0
ID35*45 PAGE 3/3
James Bunchuck,Solid Waste Coordinator Page Two
Town of Southold
Town Hall
September 27, 1999
Based on our review of the information provided above,our findings are as follows:
1. The results of the chemical analyses provided indicate that the material sampled
should be acceptable for placement below the landfill cap. However, as we have
indicated to the Town of Huntington, we believe that the samples may not be
representative of the dredgee material which Huntington is proposing to deliver to the
landfill. This is because, based on available information, the samples analyzed were
grab samples collected from the surface of the pond bottom and Huntington is
planning to remove several feet of material from the pond bottom. In addition, we
have indicated to the Town of Huntington that we request analysis for the complete
list of parameters on the target compound list (TCL) and on the target analyte list
(TAL), as well as cyanide, as part of the evaluation of material for acceptance at the
Southold Landfill. (It should be noted that before Soil Mechanics collected the core
samples for geotechnical analysis, we had suggested to the Town of Huntington to
perform a complete chemical analysis on several of the core samples.)
2. The report provided by Soil Mechanics indicates that in at least one area of the pond
the soil has a high fines content and a high moisture content (i.e., Boring 2, Sample
2—48.5%passing a#200 sieve,moisture content of 50.1%).
3. We are concerned about potential odors from the dredge material, however, we have
not been able to observe the material fast hand. We had requested notification prior
to the coIIection of the core samples by Soil Mechanics to allow us to observe the
material as it was collected from the pond bottom. We were notified on the morning
of sample collection that the sampling was being conducted. This did not provide us
with sufficient time to be present. (It should be noted that Soil Mechanics leas
indicated that the samples that were collected are being retained at the laboratory and
that they are available for observation.)
Recornmendat�Qns
Before the dredge material can be accepted at the Southold Landfill, the following is
recommended:
L' The results of analysis of four representative samples for the complete list of
parameters on the TAI, and the TCL, as well as cyanide, should be provided. The
samples should be collected in the presence of a representative from D&B so that the
material can be evaluated for odors. At least 3 days' notice should be provided prior
to sample collection.
C SEP-29-99 0949 FROM I63W75 PACE 1/I
Post•it•Fax Note 7671 pA10 pa°fltes►
James Runchuek,Solid Waste, Three
b
Town of Southold �!► .. �
Town Hall Fax .x
September 27, 1999
2. If based on the results of chemical -analysis and observation; the material, is
acceptable, the Town of Huntington.should be required to provide assurance to the
Town of Southold that the moisture content of the material delivered to the landfill
will not exceed 20%. Above this moisture content we would have concerns about the
ability .to..handle and adequately compact the, dredge material :at the landfill.
Huntington should provide a plain to Southold for dewatering of the dredge material
including quality control sampling of each load of material or stockpile of material at
the dewatering:site for moisture content prior to delivery to.the Southold Landfill.
The minimum frequency of testing for moisture Content should be one test per
500 cubic yards.
3. The results of the chemical and geotechnical analysis should be submitted to -
NYSM for review and approval. .
It. should be noted that our recommendations are based on the assumption that the dredge
material will be placed in the former scavenger waste lagoons, in support of efforts to Complete
backfilling of the lagoons, The material should be placed in conjunction with the $less sand in
alternating lifts; with the thickuess of the dredge material.being no,greater than.G inches per lift..
If you have any.questions.regarding this matter or,require additional.information, please,do not
hesitate to call me.
Very truly yours,
Thomas F.Maher, P.B.
Vice president
TFMMSGt/ajm
Attachment
cc: Jean Cochran, Supervisor
D. Glass(D&B)
13141TFM9935.LTR
r
; _ •
SUBSOIL
C 1_i
INVESTIGATIONS
SOIL MECHANICS [ CD 00 H(��3 9OG3UE6
6 41 a 3770 MERRICK ROAD • SEAFORD, L. I., NEW YORK 1 17 83
(516) 221-2333 • FAX (516) 221-0254
September 8 , 1999
TOWN OF HUNTINGTON Re: Hecksher Park
100 Main Street Huntington, N.Y.
Huntington, NY 11743 P.O. 07992376-21 FY 1999
Our Job 99-682
Att: Richard Dickstein
Gentlemen:
Forwarded herewith are three copies of the boring logs and
laboratory results for drilling work and sample testing per-
formed recently at the above referenced site.
One copy of the logs is being sent to Dvirka and Bartilucci,
attention David Glass .
Our investigation consisted of recovering pond bottom samples
and identifying same in accordance with the Unified Soil
Classification system and testing for moisture content and
percent organics. Accordingly, four borehole locations were
selected randomly across the pond and samples recovered using
row boats and hand sampling equipment.
Our investigation revealed that the depth of water ranged
from 2 to 6 ft. and that the recovered samples consisted
principally of granular soil.
Grain size distribution curves from selected soil samples are
included for your information. Also noted thereon are the
soil ' s moisture content and organic content.
TEST BORINGS• GROUND WATER DETERMINATIONS• FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS
LABORATORY ANALYSES• CONTROLLED LANDFILL• DIAMOND CORE DRILLING •SAND &GRAVEL PROSPECTING
BEARING VALUES- WELL POINT INSTALLATIONS• ENGINEERING SUPERVISION •PERCOLATION TESTS
SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES
SOIL MECHANICS 9OGE�G16
3770 MERRICK ROAD • SEAFORD, L I , NEW YORK 11783
(516) 221-2333 • FAX [516) 221-0254
Town of Huntington Page -2-
Att: Richard Dickstein Sept. 8 , 1999
In lieu of photographs of soil samples recovered during our
drilling operations , the samples recovered will be stored in
our lab for a period of 30 days after which they will be
destroyed. During this period we will deliver these samples
to any prescribed location upon request.
If after you examine the enclosed you have any further ques-
tions, please feel free to call and discuss them with us.
Billing is enclosed.
Very truly yours,
SOIL MECHANI S DRI LING ORP.
VN/mfw Vi cent Nantista
encl. Vice President
cc: Dvirka and Bartilucci
.Att: David Glass
330 Crossways Park Drive
Woodbury, NY 11797-2015
0 0
SOIL MECHANICS DU�01 RO(n 3 99)D�5EL,
3770 MERRICK ROAD • SEAFORD, L. I . NEW YORK 11763
(516) 221-2333 • FAX (516) 221-0254
GRAIN . SIZE DISTRIBUTION TEST REPORT
.�. 0 0
I N m 0 < N
10 Q 1 in N ., m V m : a► �► i .
90
80
70
u1
z
" 60 "N] I
W 50
U N I
Ir 40
a
30
20
10
0
200 i00 i0.0 1.0 0 . 1 0.01 0 .001
GRAIN SIZE - mm
Test % +3" % GRAVEL % SAND % SILT % CLAY
01 17 1 0 .0 32 .0 62 . 5 5.5
SIEVE SIZES
#4 #10 #16 #30 #40 #50 #100 #200
• 100 . 0 79 . 6 68 .0 59 .8 36.3 i9 .7 12.6 6 .2 5.6
SPECIFICATIONS
a
Project No .: 99-682 Date: B-23-99 Remarks:
Project: Town of Huntington, Heckscher Park Pond 19 . 2 % moisture content
• Location: Boring 1, sample 4, 10 feet
Material: Grey sand & gravel, trace silt 1 .86 % organic content
Figure No . 1
SOIL MECHANICS DG,30�[JG�J� GOG3C
3770 MERRICK ROAD • SEAFORO. L. I , NEW YORK 11783
(516) 221-2333 • FAX (516) 221-0254
GRAIN . SIZE DISTRIBUTION TEST REPORT
^
N N
100 io In N M ; m ar V.
90
80
Q 70
L
z
60
z 50
LLu7 11
Lu 40
o_
30
20
10
0
200 100 10.0 1.0 0 . 1 0 .010.001
GRAIN SIZE - mm
Test % +3" % GRAVEL % SAND % SILT % CLAY
! 18 0 .0 16.7 34 .8 48.5
SIEVE SIZES
1 " 0 . 5" #4 #10 #16 #30 #40 #50 #100 #200
*1 100 . 0 99 . 7 87 .8 83 .3 81 .8 76.6 69 .7 55.4 49. 9 48.6
SPECIFICATIONS
•
Project No .: 99-682 Date: 6-23-99 Remarks:
Project: Town of Huntington, Heckscher Park Pond
50 . 1 % moisture content
• Location: Baring 2, sample 2. S feet
Material: Silt & grey sand w/ gravel 6 . 33 % organic content
Figure No . 2
y
SOIL MECHANICS DG30�[]f�l� C�OG3G�
3770 MERRICK ROAD • SEAFORD, L I . NEW YORK 11783
(51 6) 221-2333 • FAX (516) 221-0254
ORAIN . SIZE DISTRIBUTION TEST REPORT
• N • .4 -M •n O O
c .cr c. w •.�. V N m O O O O 7 O
CD
100 in m N � ., m � m N.
90
80
:: 17 : 1
70
wAlz
60
(? 50
U
w 40
o_
30
20
10
0
200 100 10.0 1.0 0 . 1 0 .01 0.001
GRAIN SIZE - mm
ITE st I% +3" % GRAVEL % SAND % SILT % CLAY
• 19 0 .0 3.8 76 .9 19.3
SIEVE SIZES
#4 #10 #16 #30 #40 #50 #100 #200
a 900 .0 99 . 5 96 .2 90 .8 79.0 74 . 1 55. 3 34.2 19. 3
SPECIFICATIONS'
•
Project No . : 99-682 Date: B-23-99 Remarks:
Project: Town of Huntington, Heckscher Park Pond 26 .8 % moisture content
• Location: Boring 2, sample 4, 10 feet
Material: Grey sand & silt, trace gravel 1 . 54 % organic content
Figure No . 3
r • •
SOIL MECHANICS
3770 MERRICK ROAD • SEAFORD, L I NEW YORK 11783
(5161 221-2333 • FAX (516) 221-0254
GRAIN . SIZE DISTRIBUTION TEST REPORT
^
V N m O OO O rt O
100 in m ru m `, m i u � }
}
90
80
70
ccW
z
U 60
F-
z 50
U
W 40
a
30
20
10
0
200 100 10.0 1.0 0 . 1 0 .01 0 .001
GRAIN SIZE - mm
Test % +3" % GRAVEL % SAND % SILT % CLAY
• 20 0 .0 17.3 75 . 7 7- 0
SIEVE SIZES
1 " 0 . 5" #4 #i0 #i6 #30 #40 #50 #100 #200
4100 .0 99 . 4 92 .3 82 -7 74.0 47 .7 27 .2 16 .2 8. 4 7 .0
SPECIFICATIONS
•
Project No .: 99-682 Date: B-23-99 Remarks:
Project: Town of Huntington, Heckscher Park Pond 20 . 79 % moisture content
• Location: Boring 3, sample 1, 3 feet
Material: Light grey sand & gravel w/ silt 1 . 37 % organic content
Figure No . 4
SOIL MECHANICS DG3OLLOH® 99)U� E6
3770 MERRICK ROAD • SEAFORD, L. I , NEW YORK 11783
(516) 221-2333 • FAX (516) 221-0254
GRAIN . SIZE DISTRIBUTION TEST REPORT
C C C
N
t1
N t1 •N
M M M o 0
Y m O d O 7 O
ru
100 io m N :+ m � m a► .'°i
90
80
70
S16—
LU
z
60
LL
z 50
W Al
U
W 40
a.
30
20
10
Tf : 11 111
o
200 100 10 .0 1.0 0 . 1 0. 01 0 .001
GRAIN SIZE - mm
Test % +3" % GRAVEL % SAND % SILT % CLAY
• 8 0 . 0 23 .9 72 .7 3.4
SIEVE SIZES
1 " 0 . 5" #4 #10 #16 #30 #40 #50 #100 #200
• 100 .0 98 . 2 87 .2 76 . 1 66.9 39.8 19 .6 12 .5 7 .5 3 . 3
SPECIFICATIONS
Project No .: 99-682 Date: 8-23-99 Remarks:
Project: Town of Huntington, Heckscher Park Pond 25 . 18 % moisture content
e Location: Boring 4, sample 4, 5 feet
Material: Light brown to grey sand & gravel 1 . 43 5 organic content
Figure No . 5
j
i
l
UNIFIED SOIL CLASSIFICATION
SOIL GROU''DS TYPICAL NAMES AND SOIL SYMBOLS
GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, LITTLE OR NO FINES °Q °
GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. :a 4 .0-
LITTLE OR NO FINES .':O"I
GM SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURE -`
13-2 13-3 [3-4 GC CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURE 0
O' 0
WATER 5-RFACE WATER SURFACE WATER SURFACE WATER 9XFACE SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES o 0 o
I.
GRAY BRN. SAND, GRAY -T• SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES
Y BRN. SILTY • •
AND, TR. GRA W A T E R GRAS SILT, MLS SM SILTY SANDS, SAND - SILT MIXTURES (1-to
ROOTS • GRAY am - "'
• • • SAND. TR. 5LT, Sc CLAYEY SANDS, SAND — CLAY MIXTURES ° °
GRAY SAND, • • 5 GRAY&C-RA ° ° ° °
5 YY p DFAS GRAY SILT, 5 TR. GRAVEL, 51LT • • « ML INORGANIC SILTS, VERY FINE SANDS, CLAYEY SILTS, SLIGHT PLASTICITY
WL SANPY
M SLT 01010 FINE SANS END OF BORING 6'-O'ROOT5, GRA �u &,AYn CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS
SANDY CLAYS SILTY CLAYS
Y BRN. SAND, • GRAY SAND. U_AS6IF1CATlONLwvEl Tx T SND, • OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY
GRAVEL, SILT TR. GRAVEL. 51LT • - INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR
10 • END OF BORING 9-9 MH SILTY SOILS, ELASTIC SILTS
END OF BORING 19-0' END OF 5MNG 1940' ~
CH INORGANIC C�AYS OF HIGH PLASTICITY, FAT CLAYS
bi- w 55 ION
O_A561FICATi -
CLA561FICATION OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS
Pt PEAT AND OTHER HIGHLY ORGANIC SOILS
t ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG. CODE C26- 1103 j
AAS E
CLASS OF DESCRIPTION E
R N
a
MATERIAL'S TOOs�. .
N 0 T E
1 - 65 HARD SOUND ROCK 60
2 - 65 MEDIUM HARD ROC 40
3 - 65 INTERMEDIATE ROCK 20
1. SOIL DE:5CRIPTION5 ARE BY V15UAL EXAMNATION OF SOIL SAM PIES RECOVERED DURING DRILLING OPERATIONS. 4 - 65 SOFT ROCK 8
5 - 65 HARDPAN8 - 12
6 - 65 GRAVEL AND GRAVEL SOILS (SOIL GROUPS GW,GP,GM,&GC AND 4 - 10
GROUPS SW,SP & SM CONTAINING MORE THAN 10% GRAVEL)
2. 501L DESCRIPT M ARE IN ACCORD WITH THE UNIFIED SOIL CLA551FICATION SYSTEM. 7 - 65 SANDS (OTHER THAN FINE SANDS)(SOL GROUPS SW, SP k SM--3 — 6
BUT CONTAINING NO MORE THAN 10% GRAVEL)
8 - 65 FINE SAN 2 - 4
9 — 65 CLAYS
3. SOIL 5TRATIF C-ATVO 6 ARE ACCLRATE TO WITHIN TWO FEET VERTICALLY. HARD
CLAY SOILS (SOIL GROUPS SC, CL & CH)
LD
5 MAX
I MEDIUM 2 MAX
SOFT TES
10 — 65 SILTS AND SILT SOILS (SOIL GROUPS ML do MH)
DENSE 3
MEDIUM
LOOSE EY TEST
11 — 65 NOMINALLY UNSATISFACTORY BEARING MATERIALS BY TEST
COMPACTION RELATED TO SPOON BLOWS PER >-00T
f
SAND ° SILT & CLAY I
1 —
�' LOOSE. 15 OR LESS S" f 10 OR LESS
MFTIit Is �� TO 7Q V17,D11 Itw
DENSE 40 OR MORE HARD 30 OR MORE
EXM�TNG ,�— '�. i N STANDARD PENETRATION TEST (r SPOON, ""�'� 30" `"'l�
TREESy% r57.)N17
- B_OWS SPOON BLOW COUNT IS GENERALLY SHOWN IN 6" INCREMENTS FOR 21 DRIVE
PER I OOT TO OBTAIN BLOWS PER FOOT (N) USE THE 2ND & 3RD 6' iNCRE�tENT
ROTARY CASING EXTRA HEAVY CASING SAMPLE SPOON
2.0
SIZES, �NCHES 2.5
14-0
HAMMER
PARKING AREA HAMMER wEK.HT, POUNDS
All, - —� HAMMER FA�l, INCHES
CB - CASIN' BLowSPER 1 FOOT DRIVE UD UNDISTURBED SOIL SAMPLE
_ _ _ _ _ _ _ _ <:.,� ,�� 5B - SPOO�4 BLOWS PER 6 INCH DRIVE NO - SAMPLENUMBER
- - - - - - - - 50`t
Lll P - PUSHIT BY WEIGHT OF KWMER
FEET DEPTH
FROM GND. SUR. NOTED AT EACH 5
THE L I AB I L i TY (if SO I L IECHAN I CS DR I LL I NG CORP. , i TS OFF I CER$ OR EMPLOYEES, FOR ERRORS,A GE l SS I QMiS
OR NEGLIGENCE RESULTING IN PERSONAL INJURIES, PROPERTY DAMAGE OR ANY CONSEG EMTIAL DAYA IS
LIMITED TO THE AMOUNT OF THE FEE PAID FOR T'H i S REPORT. THE RETENTION OR t15E 4F ANY PART OF TH i S REPORT
WILL CONST I TUTS AN ACCEPTANCE OF THIS L i Y I TID LIABILITY. ]F TH t S IS tMACCEPTABLE, THE CLIENT MUST
.�
NOTIFY SOIL YE .HANICS DRILLING CORP. IN WRITING BY CERTIFIED MAIL, WITHIN SEVEN DAYS FROM THE DATE Of
RECEIPT. THE IEE CIAARGED FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ES—
/J/ ^.,,tin. SEtCf OF THI S ILREEIENT. I F THE CLIENT WANTS A HIGHER LIMITATION OF L I AB i L I TY, SOIL MECHANICS DRILLING
CORP WILL NE i T I ATE ONE, BASED UPON A HIGHER FEE BE 1 I~G CHARGED FOR THE ADDITIONAL ASSLI P T 1 ON Of
POND
LIABILITY SOIL WFCHANICS DRILLING CORP. , ITS OFFICERS OR EMPLOYEES, HAVE NO LIABILITY OR SPONS161L—
I T Y TO PERSONS OTHER THAN Tiff CLI ENT FOR *CM TH 1 S REPORT WAS PREPARED• ANY . OTHER T'HA1+1 Ol1R
99f 1LI CLIENT, RELIES ON THIS REPORT AT THEIR OWN RISK.
TONN OF HUNTNGTON
-4
�3
00L MECHANCS DIMMING CORP.
---------------------------------
POCK5ub501�
POttive5tig afilon
3770 MERRICK ROAD ' SEAFORD, NEW YORK 11.783 ' 516 - 221-2333
k E a D ECK5C X PARK POND
M A D 1 S 0 N S T R E E T a`' SUBSURFACE INVESTIGATION
- HUNTfNGTON, NEW YORK,
a
DATE MAW NLIMM
P�
V4" - r-°r 5EFTEM3M '' 1999REVS
IJ��ViR7 .
I,UGUST 16, 1899 > 8FEET t UlR s
,
TKry Cerkrwtkq R Maftftls,kw.
a"WON Ms#n 3t ed
IL--ML-W%99 MY 11!01 Dalt: 2-17-99
vwn or seueboM Tnock Mdo
nrek
PZ3652 23 yards
1#d Grow
PZ3657 23 yards V
OS BNa X15 1 S
l
MIST 21 yards
ee Mack
P23a.Ss 35 yards
OS me&
P82402 34 yards
H. ON"
P11221 S 35 ya ft
H.Slttls _ �
P82210 34 yards
HCHAM
TvVNU 32 yards
ConmzW
000328 21 yards
Goratzw
olo
r A
Y
'j- t -) 0
4-T rJ ~ t
L(
0,19
X351 i N17�
18 kip,
3-R
3 n� f
V p
f
TOWN OF NUNTINGTI.IN
DEPARTMENT OF GENERAL StRVICES
100 MAIN STREET, HUNTINGTOU NY 11743
VOICE PHONE # 631-351-3015
FAX PHONE # 631-351-3337
v.
JUST THE FAX DATE. �. C
FAX TRANSMITTAL SHEET _URGENT -FOR REVIEW -PLEASE REPLY
TO: I- ,yyi
FROM:
NUMBER OF PAGES, INCLUDING THIS PAGE
MESSAGE•
_� IS; _
CONrIDIMMIrIAL. -- A[OLORP-43EE ONLY
TNI!dill IR NIT TO NE RELIFAlEI TI w#MR pifton
fi Tam FA[Id amir ftaow w m rums ton yr awv PaAr/0 onr st oravwu r,r4wmupw was.@.aww nwenTaw
f
,ttr-:rJ'cl''uJJ z + q4 -41 I UH utt'I/ENM SERV T
3337 F 01
- .: ..
3 _ � g ov
P]�d7eCtt F�aaka..heE !.mat• Faa.� / /
Job# 99-6$2
:
TEST i11 ( sample 1�
a) TARS t. nPT SOIL
b) TARE & A&Y SOIL
30_ 2,....,� g
G) i'/ET- MIT. to --. b)
d} TARS WT.
sieve Tare
e) DAY SOIL t$ _ d)
S MOISTM. =
a / e x 100
!EEL)2
a) TARZ AN MET SOIL
b) TARE s URY - SOIL
c) ASH WT. (a - b)
d) TARS wT,.
e) DRY SOIL -
� �axsTv�
c / * x100
TEST #3
a) TARE & WET SOIL
W TARS x DRY . SOIL
C) ASK WT. (A b)
4
d) TAR,R WT.
e) Dgy SOIL
t MOISTURE
/ ex100
TOTAL P.O1
- 408
mar.
771.
SOIL MECHANICS OpW
pt)
110A0 I SiAFU
:3 7 70 f,:e r
k, I 14A IONS
R14
rR Cot4TENT DETE
14
41
50
WET
rr A PE DRY
VqE,r (a
9
TARS: WT -
L)Ry
M011,;TURF,
c 100
TEST
a) 'PARE & WB'r Soil'
TAn & DRY So,"
b) �� _ '< ' r,9 rpt T;r
;1i 'KT
c) A,'
WT.
d) TARE
DRY SOIL
MOISTURE=
e x 100
#3
TARE & VIFT
b) TARE & DRY SOIT'
ASH W'f
rr,%RF, WT
t)v.y s()11, - (,, d)
MOLSTURE =:
x 100
Mar 15 09 03: 29p
P. I
BOIL MECHAN ICS
3770 MERHICK ADA0 • SEAACAO l I NEW r'()AK 1•X87
(5 161 821 2:13Z3 • FAX 15191 ?21 0254
pro jest: HE cks(.411.ej� Park fond
JOB 1 99-682
MOISTURE CONTRW� D$T'ERMIN21Y0 S
TEST 01 ( Sample 1)
a) TARE B WET SOIL 1t�• 8 _g 421 Madison St .
b) TARE & DRY SOIL 1!04_2 _9 sampled dredged
c) WET WT. (a b) _ 15 .6 ----9 stack pile.
d) TARE WT. 15 . 3 9
e) DRY SOIL = (a - d) 104 .5 9
$ MOISTURE. = 14 .93
c / ex100 _ � $
TEST #2
a) TARE & WET SOIL 1 7 .6 __ _ ___9 #7 Prime St.
b) TARE & DRY " , SOIL 9 sample dredged
c) ASH wT. (a - b) 20.1µ _.—�5 stock pile.
d) TARE WT. 15 .4, 4
e) DRY SOIL - (a - d) 122.4 q
MOISTURE-
c / e x 100 1G .42 t
TEST_ #3
a) TARE G WET SOIL `1
b) TARE 6 DRY . SOIL 9
c) ASH WT. (a - b) 9
d) TARE WT. 9
e) DRY SOIL _ (a - d) g
$ MOISTURE =
c / e x 100 ��
s
TERRY CONTRACTING i MATERIALS, INC.
W WEST MAIN STREET
RIVERHEAD, NEW YORK 11901
(631)727-0170
FAX (631) 727-0410
FAX COVER SHEET
% s)r
DATE: ✓��16 NO, OF PAGES INCLUDING
COVER PAGE
TO: NAME:
COMPANY: rYG�C(�C�lt Cit
FAX NUMBER: / 5V
SENDER:
JOB:
LOCATION:
HARD COPY TO FOLLOW: YES NO
COMMENTS
1
Jon 2F1 00 DP:60 • P-2
GIUVOUIL
INVIsTIGATIONS
IBC31L MECHANICS
9EAMOV. L.P..
U-5
1-1000
TOWN CF fRINT INCTor; RE: P,7,rk
Attn: Richard JOB
StD,:kplle lucation; West Si6e 0( Pr.nct along
Prime Road.
Sayr,ple 01 Sam lc�
#2.
194 SUR
Nji Q.(�I;
I-AW f�A POIN I ]Plt�"AL Al I INj.k;jjN-i AL.)PtRvjLc 10,4 PE ION T'_5 I
PL Nle', TciF Sc,it."w—,A.["S C,;;
Jon 28 00 02:
I F---
*U8601L
INVEATIYATIpq� ''
9301L MECHANICS Do QuR
AFAL) _J
January 29, 2000
TOWN" OF WUNTINGTON RE: "eCk611Q.r Park
Attn: RiChard Dick-,te5in 170" # ' 99-682
Stockpile location: east side of pond
(Sabath Day Ln. )
231
I,.). AT 1,),,S
'r4 11:'
'"'N"NO COqf DRILLINA)l�.%No& IRAVEL 0140�a,PEC'VING
gNq"w.i r
RINq
6AMFL N-2
OCT-21-1999 10:16 TOH FIRE PREVENTION 516 351 3136 P.01
t12AC4K*P
r AGWWWMbw
Hohaaoctw,Mdmnd A 1`lWITA PX- • HM Anodsta,INC. 6r.7llrC+e
MU camavcdw mawwMew•ion • H2ri Iabs,1w- �► 9
575 Brand Houaw Road.Melville,PTY 11747-5071
(516)75bMW•Fie(516)04122
October 20, 1999 VIA FAX 351-3212& MAIL
Mr. Richard Dickstein, P.E.
Dept. of Engineering
Town of Hlmtrngton
100 Main Street
�mW gena,New York 11743-6990
Re: I.aboratmy and SamfCollection Services
Laboratory�� �Sedimen S Pfom Hecksher Park Pond
HUNT 99-08
Dear Mr. Dickstein:
Attached are the laboratory reports for the four(4) sediment samples from Hecksher Park
Pond were collected on October 13, 1999. Please forward the Town purchase order for
these services.
If you have any questions concerning this letter, please call me at 756-8000 Extension
1510. -
Very truly yours,
HOLZMACHER, McLENDON &MURRELL,P.C.
�- �f •(
Postit'Fax Note 7671
Steven C. Hearl, P.E.
C0jDwL,V
None
Enclosures
cc: Tom Mamla, P.E.,w/cncl.
2 N G I K 4 1 R A • &XCBIT6CTS 5CIzNTIST5
PLANNElS • CONSTRUCTION MANAGBAS ` SURVETORS
OCT-21-1999 10:16 TOH FIRE PREVENTION 516 351 3136 P.02
OF Ht>Il1r1186" QI TYPE. . . . .d tL
100 MAIN STAT TINE
I.IUmiNGTON, BY 11743 METHOD. . . . GRAB
ONNO. COLLECTED. 10/13/99 POINT NO:
orir RECEIVED.. 10/13/99 LOCATION: S'1
Coflal..CTED BY... RPE03
P,((NJI:CT NO..... HUNT9908 REMARKS; HECKSIiER LAKE
PEER LS RESULTS UNITS
1e MOISTURE, 28.0 S
SILVER <1.4 mg/kg
ALUMIlIUM 2580 mg/kg
ARSSMIC --
BARIUM <27.8 mg/kg
BERYLLIUM <0.69 mg/kg
CALCIUM 776 mg/kg
CADMIUM <0.69 mg/kg
TOTAL CYANIDE <0.69 mg/kg
COBALT <6.9 mg/kg
CIMOMIUM5.4 mg/kg
_._
6.4 mg/kg_ _._.__._..
Imo__. _ 3650 mg/k9
MERCURY 40.11 mg/kg
POTASSIUM 302 mg/kg
MRGIWIUNi 811 mg/kq
MAWANESE 28.5 mg/kg
SODIUM 71.4 mg/kg
MICS <5.6 mg/kg
_ _ham -- _-- 14.2 mg/kg
MTIMONY <8.3 mg/kg
SELENIUM <0.69 mg/kg
THALLIUM <1.4 mg/kg
TOTAL SOLIDS ._ _...._._ _ _72.0
SIPC ,. 23.6__ m9/kg
COVElls TO: Sm DATE ISSUED 10/20/99
/•l ECTOR
ORIGINAL
OCT-21-1999 10:16 TOH FIRE PREVENTION 516 351 3136 P.03
T(YAN 00[+ HUNTIPGTM TYPE. . .. . . &L
100 WAIN STR$BT ROUTINE
HUNTINfTT(m, NY 11743 METHOD.. . . GRAB
DA-rg COLLECTED. 10/13/99 POINT N0:
DATi- RECEIVED.. 10/13/99 LOCATION: S-1
.C)f,i,WTED BY... MPE03
t�RO.JECT NO.---. MINT9908 REMARKS: HECKSHER LAKE
TCL SMI-VOLATILE ORGANICS
PATER (S) RESULT PARAMETER (S1 RESULT
1,3-DICHLOROBENZENE <460 BIS(2ETHYLHEXYL)PHTpEALATE <460
1,4-DICHLOROBE92ENE <460 CHRYSENE <460
HEXACHLORORTHANE <460 BENZO(A)ANTHRACENE <460
k BIS(2-CHLOROETRYL)ETHER <460 3,3-DICHLOROBENZYDINE <460
1,2-DICHLOROBENZENE <460 DI-N-OCTYL PHTHALATE <460
2,2-OXYBIS(1-CHL.PROPANE) <460 BENZO(B)FLIIORANTHENE X460
N-NITROSO-DI-N-PROPYLAI4IN <460 BENZO(K)FLUORANTHENE <460
NITROBENZENE <460 BENZO(A)PYRENE <460
HEXACHLOROBUTADIENE <460 INDEN0(1,2,3-C,D)PYRENE <460
1,2,4-TRICHLOROBENZENE <460 DIBENZO(A,H)ANTHRACENE <460
ISOPHORONE <460 BENZO (G,H,I)PERYLENE <460
NAPHTHALENE <460 2-CHLOROPHENOL <460
BIS(2-CHL-ETHOXY)I!+M91ANE <460 2-NITROPHENOL <460
CARBAZOLE <460 PHENOL <460
HEXACBLOROCYCLOPENTADIENE <460 2,4-DIMETHYLPHENOL <460
2-CHLORONAPSTHALE" <460 2,4-DICHLOROPHENOL <460
ACENAPHTHYLENE <460 2,4,6-TRICHLOROPHENOL <460
ACENAPHTHENE <460 4-CHLORO-3-METHYLPIMOL <460
DIMETHYLPHTHALATE <460 2,4-DINITROPHENOL <1200
2,6-DINITROTOLUENE <460 2-METH.-4,6-DINITROPHENOL <1200
<460 PENTACHLOROPHENOL <1200
FLDORENE
4-CHL.PHENYL PBENYLETHSR <460 4-NITROPHENOL <1200
2,4-DINITROTOLUIIE <460 2-METHYLPHENOL <460
DIETHYL PHTHALATE <460 2,4,5-TRICHLOROPHENOL <1200
N-NITRO�.,ODIPHENYLAMINE <460 4-METHYLPHENOL <460
<460
13EXACFU.ORO$ENZENB c460 4-CHIAROANILIN>r
4-BROMOPHENYLPBENYLETHER <460 2-MIsPHYLNILINE <
LENS
P�MM <460 2-NITROANILINE <1122
00
ANTHRACE" <460 3-NITROANILINE <1200
DI-N--BUTYL PHTHALATE <460 DIBENZOFLIRAN <460
FLUORANTHENE <460 4-NIT1ROANILINE <1200
PYRENE <460
BUTYL BENZYL PHTHALATE <460
DATE ISSUED 10/20/99
CUQLES TO: SCH
DATE EXTRACTED. 10/14/99 R ECTOR
DATE RUN....... 10/19/99
DATE REPORTED. . 10/20/99
ORIGINAL
OCT-21-1999 10:17 TOH FIRE PREVENTION 516 351 3136 P.04
Tl:;•N'I OF ffi11,I'i'IRMN TYPE......
LUt) 14&tm S'. 2mr ROUTINE
E(UNY'IN& m, NY 11743 METHOD. .. . GRAB
r
0A,%- i COLLECTED. 10/13/99 POINT NO:
RECEIVED.. 10/13/99 LOCATION: S-1
c;c)r,r;:�CTED BY... MPE03
t'ttcXf„:CT NO..... HUNT9908 REMUMS: HECKSIM LAKE
TCL PESTICIDES PCB'S — u
PARAMETER S RESULT PARAMETER (S1 RESULT
LINDANE <2.3
i. g$PTACHLOR <2.3
ALDRIN <2.3
HEPTACHLOR EPDXIDE <2.3
DI19LDRIN <4.6
ENDRIN <4.6
P,P'DDT <4.6
l►=MXYCHLOR <23
TOXAPHENE <230
BETA—BHC <2.3
DELTA—BBC <2.3
I ALPHA—BRC <2.3
BNDOSULFAN I <2.3
ENDOSULFAN II <4.6
ENDOSULFAN SULFATE <4.6
ENDRIN ALDEHYDE <4.6
AROCLOR 1016 <46
AROCLOR 1221 <92
AROCLOR 1232 <46
AROCLOR 1242 <46
AROCLOR 1248 <46
AROCLOR 1254 <46
AROCLOR 1260 <46
ENDRIN KETOLE <4.6
ALPHA CHLORDANE <2.3
GAMM CH ORDANE <2.3
DATE ISSUED 10/20/99
COYf.LS TO: SCH
DAT-,q, EXTRACTED. 10/14/99 ECTOR
DATI' RUN.... .. . 10/19/99
DATJ: RFPORTED.. 10/19/99 ORIGINAL
OCT-21-1999 10:1? TOH FIRE PREVENTION 516 351 3136 P.05
BUMINGTON ~� TYPE.. .. . . OL
TOWN OF ROUTINE
100 M"N sTRZffr
ma Tiwmm, BY 1.1743 METHOD-- . . GRAB
DATE COLLPCRED- 10/13/99 POINT 140:
DATE RECEIVED.. 10/13/99 LOCATION: S-1
COLLECTED BY... 14PEO3
PROJECT NO..--- MNT9908 REMARKS: HECRSHER LAKE
TCL PURGEABLE ORGANICS — u k
PARAMETERRESULT Pte, (S) "SULT
CHLOROtdJ'cPHANE <10
BROMOMETHANE <10
VINYL CHLORIDE <10
CHLOROETHANE <10
METHyU= CHLORIDE <10
1,1-DICHLOROETHENE <10
1,1-DICU OROETHANE <10
TOTAL-1,2-DIOMOROF-THENE <10
CHLOROFORM <10
r 1,2-DICHLOROETHANE <10
I 1,1,1-TRICSLOROETHANE <10
CARBON TETRACHLORIDE <10
BROMODICHLOROMETHANE <10
1,2-DICHLOROPROPANE <10
TRANS-I,3-DICHLOROPROPENE <10
TRICHLOROETHENE <10
DIBRONOCHLOROMETHANE <10
1,1,2-TRICHLOROETHANE <10
CIS-1,3-DICHLOROPROPENR <10
BENZENE <10
BRO1 0POW <10
1,1,2,2-TETRAiCHMROETHANE <10
TETRAC014ROETHENE <10
1 TOLUSNB <10
CHLOROBENSENE <10
ETHYLB$NZENB <10
XYLENBS (TOTAL) <10
ACETOME 410
2-BUTANOL (MEK) <10
4-1WML-2PENTANONE(MIBK) <10
CARBON DISULFIDE <10
2_HEXAMONS <10
STYRENE <10
DATE ISSUED 10/20/99
COP ECS TO: SCH
DATE. RUN....... 10/15/99 ECTOR
DATE ILPMORTFD.- 10/18/99 ORIGINAL
3
OCT-21-1999 10:17 TOH FIRE PREVENTION 516 351 3136 P.06
Tv4WN OF 0=111G'1M TYPE. .... .
i00 -WN STR1113'1'
��UTINI;
EIQNTINGTGi, MY 11743 METHOD.. . . GRAB
OA'Piy COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED.. 10/13/99 LOCATION. S-2
coc.(,wTED BY... NPE03
p::(1fECT NO..... HUNT9908 REMARKS: HECKSHER LAKE
PEER g RESULTS UNITS
4 MOISTURE59.1 1
SILVER <2.4 m9/k9
ALUMINUM 8940 mg/kg
.MSC 8.2 ma/kq
BARIM 62-Q ma/kg
BERYLLIUM <1.2 mg/kg
CALCIUM 2060 mg/kg
CADMIUM <1.2 mg/kg
TOTAL CYANIDE <1.22 mg/kg
COBALT <12.2 mg/kg
„ HR( sIUM . 18.5 mg/kg
18.0 114Lk9
IRON 9170 mg/kg
MERCURY <0.20 mg/kg
POTASSIUM 750 mg/kg
MA GREgYum 2200 mg/kg
IMMANESS 74.7 mg/kg
SODIUM 215 mg/kg
NICKEL10.1 /k9__ -_
6.K8_ N
46
ANTIMONX .m�
..._LEAF) _._..,. _._ <1 ..6 mg/kg_ __ ._ 14
SELENIUM
THALLIUM <2.4 mg/kg
TOTAL SOLIDS 40.9 4
21-
- --- 7 MC -__._� __._.._._. - 110 mg/kq
D&TE ISSUED 10/20/99
C08CSS TO: SCH
• ECTOR
ORIG I NAL
OCT-21-1999 10:18 TOH FIRE PREVENTION 516 351 3136 P.07
Ju
"M OF BURrINGTM TYPE. .. . . .
ROUTINE
100 IN STREET
MA
gpIRINGTM, BY 11743 METHOD.. . . GRAB
OATS COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED. . 10/13/99 LOCATION: S-2
COLLECTED BY... MPE03
PROJECT NO.. ... aUNT9908 REMARKS: HECKSHER LAKE
TCL SEMI-VOLATILE ORGANICS - u k
PATER (S) RESULT PARAM1s"TER S RESULT
1,3-DICHLOROBENZENE <8'OO BIS(2ET9YLHEXYL)PHTHALATE <800
1,4-DICHLOROBENZENE <800 CHRYSENE <800
NEXACHLOROETHANE <800 BENZO(A)ANTHRACENE <800
BIS(2-CHLOROETHYL)ETHER X800 3,3-DICHLOROBENZIDINE <800
1,2-DICHLOROBENZENE <800 DI-N-OCTYL PHTHALATE <800
2,2-OXYBIS(1-CHL.PROPANE) <800 BENZO(B)FLUORANTHENE <800
N-NITROSO-DI-N-PROPYLAM-N <800 BENZO(K)FLUORANTHENE <800
NITROBENZENE <800 BENZO(A)PYRENE 4800
HEXACtLOROBUTADIENE <800 INDENO(1,2,3-C,D)PYRENF <800
1,2,4-TRICHLOROBENZENE <800 DIBENZO(A,H)ANTHRACENE <800
ISOPHORONE <800 BENZO (G,H,I)PERYLENE <800
NAPHTHALENE <800 2-CHLOROPNF.NOL X800
BIS(2-CM.STHOXY)METHME <800 2-NITROPHENOL <800
CARBAZOLB 4800 PHENOL <900
HEXACHLOROCYCLOPENTADIENE <800 2,4-DIMETHYLPHENOL <800
2-CBLORONA&UPHALENE <600 2,4-DICHLOROPNENOL <800
ACMPNTHYLENE 4800 2,4,6-TRICHLOROPHENOL <600
ACENAPHTRF= <800 4-CHLORO-3-14ETHYLPHEtIOL 4800
DIMTHYLPHTSALATE <800 2,4-DINITROPHENOL <2000
2,6-DINITROTOLUENE <800 2-YSETH.-4,6-DINITROPEOML <2000
FLUODRENE <800 PENTACHLOROPHMOL <2000
4--CEL.PHENYL PHENYLETHER <800 4-NITROPHENOL <2000
2,4-DINITROTOLDENE <800 2-METHYLPHENOL 4800
DIETHYL PETBALATE <800 2,4,5-TRICHLOROPHENOL <2000
N-NITROSODIPHEMYLAMINE <800 4-METHYLPHENOL <800
REXACHLOROBENZERE <800 4-CHLOROANILINE <800
4-BROMPHENYLPHENYLETHER <800 2-METHYLNAPHTHALENE <800
PREiANTHRBNE <800 2-NITROANILINE <2000
ANTHRACENE <800 3-NITROANILINE <2000
DI-N-BUTYL PHTHALATE <800 DIBENZOMPLAN <800
FLtKMANTHENE <800 4-NITROAMILINE <2000
PYRENE <800
BUTYL BENZYL PHTRALATE <800
DATE iSSUEn 10/20/99
COPIES TO: SCH
DATE EXTRACTED. 10/14/99 AOR
DATE RUN... . ... 10/19/99
D&TE RgPORTED. . 10/20/99
ORIC NAL P",o�
OCT-21-1999 10:1e TOH FIRE PREVENTION 516 351 3136 P.00
TOWN OF EMSTINGTON • TYPE.. . . ..
INE
C00 MAIN STREET
>IDNTINGRON, NY 11743 METHOD.... GRAB
DATk COLLECTED. 10/13/99 POINT NO:
OATS RECEIVED. . 10/13/99 LOCATIONa S-2
COLLECTED BY... M4P203
PROJECT NO.. . .. HUNT9908 REVARKS: HDCKSHER LAKE
TCL PESTICIDES PCB's — I ug/kg
PARAMETER 19) RESULT PARAMETER _(S) RESULT
LINDANE 0.1
HEPTACHLOR <4.1
ALDRIN 0.1
f[EPTACHLOR EPDXIDE 0.1
DIELDRIN <8.2
ENDRIN 0.2
P,P'DDT <8.2
METHOXYCHLOR <41
TOXAPHENE <410
BETA—= 44.1
DELTA—BHC <4.1
ALPHA—BBC 0.1
_
s
P..,aP —pUD 15_0
27.0
....__ENDOSULFAN I_............
ENDOSULFAN II <8.2
ENDOSULFAN SULFATE <8.2
ENDRIN ALDEHYDE <8.2
AROCLOR 1016 c82
AROCLOR 1221 4C160
AROCLOR 1232 <82
AROCLOR 1242 <62
AROCLOR 1248 <82
AROCLOR 1254 <82
AROCLOR 1260 X33
ENDRIN MORE X8.2
ALPHA CHLORDANE 0.1
GAMMA CHLORDANE 0.1
DATE ISSUED 10/20/99
COPIES TO: SCH
DATE EXTRACTED. 10/14/99 ECTOR
DATE RUN....... 10/19/99
DATE REPORTED-. 10/19/99 ORIGINAL
OCT-21-1999 10:18 TOH FIRE PREVENTION 516 351 3136 P.09
HONTYNGTo�i TYPE...... L
TOWN OF ROUTINE
100 :uAIN STREET
HoW,,Il�iG709, BY 11743 METHOD..._ GRAS
DATE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED.. 10/13/99 LOCATION: S-2
C0f,fJi'.CTED BY.. . NPE03
PRO.JI-;CT NO..... HUNT9908 REMARKS: HECKSHER LAKE
TCL PIIRGEABLE ORGANICS -A ug/kg )
PARAMETER g RESULT PARAMETER S RESULT
CHLOROKKTHANE <10
E BRONI MEME <10
VINYL CHLORIDE <10
CHLOROETWE <10
METHYLENE CHLORIDE <10
1,1-DICHLOROETHENE <10
1,1-DICSLOROETHANE <10
TOTAL-I,2-DICELOROETHENE <10
CHLOROFORM <10
!' 1,2-DICHLOROETHANE <10
1,1.1-TRICHLOROETHANE <10
CARBON TETRACHLORIDE <10
BROMODICHLOROMETHANE <10
1,2-DICELOROPROPANE <10
TRANS-I,3-DICHLOROPROPENE <10
TRICHLOROETHENE <10
DISROMOCELOROMETHANE <10
1,1,2-TRICHLOROETHANE <10
CIS-1,3-DICEMOROPROPENE <10
BENZENE <10
BROMOFORM <10
1,1,2,2-TETRACHLOROETHANE <10
TEPRACEWROETHENE <10
TOLUENE <10
CHLOROBENZENE <10
ETHYLBENZENE <10
XYLENES (TOTAL) <10
ACNE <10
2-BUTANONE (MEK) <10
4--METRYL-2PENTANONE(NIBK) <10
CARBON DISULFIDE <10
2-HEXANONE <10
STYRB= <10
DATE ISSUED 10/20/99
COp'm TO: SCH
DATE RUN....... 10/15/99
DATE REPORTED.. 10/18/99
ORIGINAL
OCT-21-1999 10:19 TOH FIRE PREVENTION 516 351 3136 P.10
-rowty OF BONTINGTON TYPE.... . .
INE
L00 ""mm STAEBT
Wwry Tm, 9T 11743 METHOD.. .. GRAB
DATE COLLECTED. 10/13/99 POINT NO:
OATS RECEiVED.. 10/13/99 LOCATION: S-3
COLGixTRD BY... MPE03
PROJW-T NO..... HUNT9908 REMARKS: HECRSHER LAKE
PARAMETER LS_L RESULTS UNITS
s MOISTURE 31.4 %
V SILVER <1.5 mg/kg
ALUMINUM 5350 mg/kg
PiitSE��C. _ 4.7 m
BARIUM35.2 ma/kg
<0.7 3 mg/kg
BERYLLIUM
CALCIUM 1200 mg/kg
CADMIUM
<0.13 tag/kg
TOTAL CYANIDE <0.73 mg/kg
COBALT <7.3 mg/kg
E CHROMIUM 11.4
_.
„_COPPER
.....Mm..� .. 19 S mg/ g
k
IRON 6020 mg/kg
MHtCURY <0.14 mg/kg
POTASSIUM 620 mg/kg
MAGNESIUM 1560 mg/kg
MANGANESE 58.2 mg/kg
SODIUM 128 mg/kg
NICKEL 7.3 mg/kg
LEAD 41.2 mg/k9
<S.S mg/k9
ANTIMONY <0.73 mg/k9
SELENIUM
THALLIUM <1.5 mg/kg
TOTAL SOLID6 66.6 •
VANADIUM 13.6 mg/kg
ZINC 67-} m5/k9
DATE ISSN 10/20/99
COPERS TO: SCS
• ECPOR
ORIGINAL
DCT-21-1999 t0:19 TOH FIRE PREVENTION 516 351 3136 P.11
TOWN OP flnTI11A6TON TYPE. ..... OL
100 Wa Sim ROUTINE
HWrr$I m7W, NY 11743 METHOD.. .. GRAB
DNrE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED.. 10/13/99 LOCATION: S-3
Cof,roF.CTED BY... MPE03
PRC)jf.r-I' NO..... HM9908 REMARKS: BECKSHER LAKE
TCL SEMI-VOLATILE ORGANICS - u kq_
PARAMETER&SI RESULT PARAMETER (S)_ RESULT
1,3-DICHLOROBENZENE <480 BIS(2ETRYLHEXYL)PHTHALATE <480
1,4-DICHLOROBENZENE <480 CBRYSENE <480
REXACHLOROETHANE <480 BEN80(A)ANTHRACENE <430
BIS(2-CHL.ORONTRYL)ETHER <480 3,3-DICHLOROBENZIDINE <480
1,2-DICHLOROBENZENE <480 DI-N-OCTYL PHTHALATE <480
2,2-OXYBIS(1-CHL.PROPANE) <480 BENZO(S)FLUORANTHENE <480
N-NITROSO-DI-N-PROPYLAMIN <480 BENZO(K)FLUORANTHENE <480
NITROBENZENE <480 BENZO(A)PYRENE <480
HEXACHLOROBUTADIENE <480 INDENO(1,2,3-C,D)PYRENE <480
1,2,4-TRICHLOROBENZENE <480 DIBENZO(A,H)ANTHRACENE <480
LSOPHORONE <480 BENZO (G,H,I)PERYLENE <480
NAPHTHALENE <480 2-CHLOROPHENOL <480
SIS(2-CHL.ETHOXY)METHANE <480 2-NITROPHENOL <480
CARBAZOLE <480 PHENOL <480
HEXACHLOROCYCLOPENTADIENE <480 2,4-DIMETHYLPIIENOL <480
2-CHLORONAPHTHALENE <480 2,4-DICHLOROPHENOL <480
ACENAPR=LBNE <480 2,4,6-TRICHU)ROPMMOL <480
g,NApgTE <480 4-CIII'+ORO-3-METHYLPBENOL <480
DIWTHYLPHTHALATE <480 2.4-DINITROPHENOL <1200
2,6-DINITROTOTAUENE <480 2-METH.-4,6-DINITROPHENOL <1200
FLUORENE <430 PENTACHLOROPHENOL <1200
4-CHL.PHENYL PMYLETHER <480 4-NITROPHENOL <1200
2,4-DINITROTOLUMM <480 2-METHYLPHENOL <480
DIETHYL PETHALATE <430 2,4,5•-TRICH.OROPHELVL <1200
N-NITROSODIPHENYLAMINE <480 4-METHYLPHEMOL <4R0
HZXAMyOROBENZWE <480 4-CSLOROANILINE <490
4-BROMOPHEHYLPHENYLETHER <480 2-METHYLNAPHTHALENE <480
Pg WE <490 2-NITROANILINE <1200
AN,1. R <480 3-NITROANILINE <1200
Dl-N-BUTYL PHTHALATE <480 DIBENZOFURAN <480
FLUORANTHWE <480 4-NITROANILINE <1200
PYRENE <480
BUTYL BENZYL PHTHALATE <480
DATIc ISSUED 10/20/99
COPIES TO•: SC$
DATE EXTRACTED. 10/14/99 R ECTOR
DATE RUN....... 10/19/99
DATE REPORTED.. 10/20/99
ORIGINAL
OCT-21-1999 10:19 TOH FIRE PREVENTION 516 351 3136 P.12
TOWN OF HONTINGTON TYPE.. . . ..
100 MAIN 51'REBT ROUTINE
HQNTINGTON, NY 11743 METHOD.... GRAB
DACE COLLECTED. 10/13/99 POINT NO:
DATE RECEIVED.. 10/13/99 LOCATION: S-3
COULECTED BY... MPE03
PROJECT NO.. ... RUNT9908 REMARKS-. HECKSHER LAKE
TCL PESTICIDES/PCB's - ( Ug k9 1
PARAME,'TER (5) RESULT PARAbfETp 61 RESULT
LINDANE <2.4
HEPTACHLOR <2.4
ALDRIN <2.4
HEPTACHLOR EPDXIDE <2.4
DIELDRIN <4.8
ENDRIN <4.6
P,P'DDT c4.8
METHOXYCHLOR <24
TOXAPHENE <240
BETA-BHC <1_.4
DELTA-BHC <2.4
ALPHA-BHC <2.4
P.P'-DDD .-... _.. ..._-.-. 5 _Z
UNDOSULFAN I c2.4
ENDOSULrAN II <4.8
ENDOSULFAN SULFATE 0.8
ENDRIN ALDZHZDE <4.8
AROCLOR 1016 <48
AROCLOR 1221 <97
AROCLOR 1232 <48
AROCLOR 1242 <48
AROCLOR 1248 <48
AROCLOR 1254 <48
AROCLOR 1260 <43
ENDRIN KETONE <4.8
ALPHA CHLORO <2.4
GAMMA CHLORDANE <2.4
DATE ISSUED 10/20/99
COPIES TO: SCH
DATE EXTRACTED. 10/14/99 /'t R ECTOR
DATE RUN....... 10/19/99
DATE IMPORTED. . 10/19/99 ORIGINAL
OCT-21-1999 10:20 TOH FIRE PREVENTION 516 351 3136 P.13
Tim OF HUNTINGTON TYPE. ... . .
• ROUTINE
100 MAIN SM88'I'
mw3[NG,ON, BY 11743 METHOD... . GRAS
OATS COLLECTED. 10/13/99 POINT NO:
WE RECEIVED. . 10/13/99 LOCATION: S-3
COLLECTED BY.. . MPE03
PROJECT NO-- -.- HUNT9908 REMARKS: HECKSH-:R LAKE
TCL PURGEABLE ORGANICS - u k
PARAMETER RESULT PARAMETER S RESULT
CHLOROMETHANE <10
ERO14OMMMSE <10
VINYL CHLORIDE <10
CKLOROETHANE <10
METHYLENE CHLORIDE <10
1,1-DICHLOROETHENE <10
1,1-DICHLOROETHANE <10
TOTAL-I,2-DICHLOROETHENE <10
CHLOROFORM <10
1,2-DIC LOROETHAKE <10
1,1,1-TRICEi+OROSTHANE <10
CARBON TETRACE[LORIDE <10
BRO140DICHLOROMETHME <10
1,2-DICHLOROPROPANE <10
TRANS-I,3-DICHLOROPROPENB <10
TRICHLOROETHENE <10
DIHROMOCEMOROMETHANE <10
1,1,2-TRICHLOROETHANE <10
CIS-1,3-DICHLOROPROPFNE <10
BENZENE <10
BROMOFORM <10
1,1,2,2-TETRACHLOROETHANE <10
TETRACELOROETHENE <10
TOLUENE <10
CELMOBENZENE <10
BTHYLSENZLNE <10
XYLENES (TOTAL) <10
ACETONE <10
2-BUTANONE (NEK) <10
4-METHYL-2PENTANONE(MISK) <10
CARBON DISULFIDE <10
Z-HESANONE <10
STYRENE <10
DATE ISSUED 10/20/99
COPtKS TO: SCS
OATH RUN.... ...
10/15/99n'(�ECTOR
DATE REPORTED.. 10/18/99 ORIGINA..
OCT-21-1999 10:20 TOH FIRE PREVENTION 516 351 3136 P.14
. — - - TYPE. . . . .. 16L
'row OF loaxIaTm ROUTINE
100 Ham S'PRSBT
� , MMT 11743 MTr'!'HOD.... GRAB
OATF. COLLECTED. 10/13/99 POINT NO:
O1\rR RECEIVED.. 10/13/99 LOCATION: S-4
(N)[,[.mcTED BY... MPE03
PROJP.CT NO..... EUNT9908 REMARKS: HECKSHER LAKE
PARAMETER (S) RESULTS UNITS
• MOISTURE 31.6 %
SILVER
c1.5 mg/kg
ALUMINUM 3220 mg/kg
ARSENIC 4.8 mg/kg
BARIUM .429.2 mg/kg
BERYLLIUM .40.73 mg/kg
CALCIUM 743 mg/kg
CADMIUM <0.73 19/kg
TOTAL CYANIDE <0.73 mg/kg
COBALT <7.3 mg/kg
CHROMIUM 6.6 mg/kg
COPPER 7.2 mg/kg
IRON 4250 mg/kg
I
IROCURY <0.12 mq/kg
POTASSIUM 290 mg/kg
MAGNESIUM 769 mg/kg
MANGANESE 84.2
mg/kg
SODIUM 84.2 mg/kg
NICKEL <5.8 mg/kg
LEAD 26.0 mg/kg
. ANTIMONY <8.8 mg/kg
SELENIUM .40.73 mg/kg
THALLIUM .5 mg/kg
69
TOTAL SOLIDS 68.4
VANADIUM .6 mg/kg
ZINC - ✓� mg/k9
DATE ISSUED 10/20/99
COp I�:S TO: SCH
ECTOR
ORIGINAL
OCT-21-1999 10:20 TOH FIRE PREVENTION 516 351 3136 P.15
• _ — •-- - � -
TYPE.. . .
To= OF HONTINGTOM ROUTINE
l00 1r alm b`
gUmu[NmW, NY 11743 METHOD... . GRAB
DATE COLLECTED. 10/13/99 POINT NO:
DATE 1tDCEIVSD.. 10/13/99 LOCATION: 9-4
COLLECTED BY... MPE03
PROJECT NO..... OM9908 REMARKS: BECK
SHER LAKE
TCL SEMI-VOLATILE ORGANICS - C uqZkg
pETER_ (9) RESULT PARAMETER S RESULT
1,3-DICHLOROBENSENE <490 BIS(2E' yLHEXYL)PHTHALATE <490
1,4-DICIMOROHENSENE 4490 CHRYSENE <490
KBXACHLOROETHANE <490 BENZO(
A)ANTF�ACEi1E 4490
HIS(2-("HLOROETHYL)ETHER <490 3,3-DICHLOROSENZIDINE <490
4490 DI-N-OCTYL PHTHALATE <490
1,2-DICSt,OROBENaENE 4490
2,2-OSYBIS(1-CHL.PROPANE) <490 BENZO(B)FLUORANTHENE
N-NITROSO-DI-N-PROPYLAMIN <490 BENZO(K)YLUORAMTKENE <490
WITROBENZENE <490 BENZO(A)PYRENE <490
HEXACHLOROBUTADIENE <490 INDENO(1,2,3-C,D)PYRENE <490
r 1,2,4-TRICHLOROBENZENE <490 DIBENZO(A,H)ANTHRACENE <490
i ISOPHORONE <490 BENZO (G,H,I)PERYLENE <490
NAPHTHALSNI3
<490 2-CHLOROPHENOL <490 BI5(2-CH6.8THOXY)144490ETHANE <490 2-NITROPHENOL <490
CAMZOLE <490 PMOL
BEXACHLOROCYCLOPENTADIENE <490 2,4-DIMETHYLPHENOL <490
2-CHIM)NAPHTHALENE <490 2,4-DICHLOROPHMOL <490
ACENAPHTHYLENE
<490 2,4,6-TRICHLOKOPHENOL <490
ASN; <490 4-CELORO-3-METHYLPHENOL <490
DI!!E'PHYLPgTHAI.ATE
<490 2,4-DINITROPHENOL <1300
2,6-DINITROTOLUENE <490 2^METH.-4,6-DINITROPHENOL <1300
FY"II)EMS
<490 PENTACHLOROPHENOL <1300 4-CHL-PMWYL PHENYLETHER <490 4-NIT'ROPHENOL 413 0 0
2.4-DINITROTOLIISIQE
4490 2-M=HYLPHENNOL <490
METHYL PSTHALATE <490 2,4,5-TRICHLOROPHENOL «300
4490 4-METHYLPHEMOL <490
N-IiITROSODIPHENYLAMINE NILINE <490
HEXACBLOROBENZOR 4490 4-CHLOROA <490
4-BROMOpHEN)[T.PHBNYLETMM <490 2-NETBYLNAPHTHALENI:
4490 2-NITItOANILINE 41300
PHEMANTHRBNE <1300
AN,1,HRACS4E <490 3-NITROANILINE
4490 DIHENZOFURAN 4490
DT-IR-BUTYL PHTHALATE <490
<1300
FLUORANTHENE <490
PYRENE <490
BUTYL BENZYL PHTHALATE <490
DATE ISSUED 10/20/99
COPIES TO: SCH
DATB SITRACTED. 10/14/99 TOR
DATES RUN....... 10/19/99
DATE REPORTED.. 10/20/99 ORIGINAI.
OCT-21-1999 10:21 TOH FIRE PREVENTION 516 351 3136 P.16
•
'row OF gWl'1'INGT'0!4 TYPE...... 16L
100 MAIN STREET ROUTINE
BIINTINGTm, NY 11743 METHOD.. . . GRAB
t
i
a
DATE COLLECTED. 10/13/99 POINT NO:
GATE RECEIVED. . 10/13/99 LOCATION: S-4
COLLECTED BY.. . MPE03
PROJECT NO... .. HUNT9908 REMARKS: HECKSHER LAKE
TCL PESTICIDES PCB-S - u k
PARAMETER C S I RESULT PARAMETER [S1 RESULT
LINDANE <2.4
HEPTACHLOR <2.4
ALDRIN <2.4
HEPTACHLOR EPDXIDE <2.4
DIELDRIN <4.9
ENDRIN 0.9
P,P'DDT <4.9
METHOXYCHLOR <24
TOXAPHENE <240
BETA-BHC <2.4
DELTA-BRC <2.4
ALPHA-BHC <2.4
PSP'-DDD
ENDOSULFAN I <2.4
ENDOSULFAN II <4.9
ENDOSULFAN SULFATE <4.9
ENDRIN ALDEHYDE <4.9
AROCLOR 1016 <49
AROCLOR 1221 <98
AROCLOR 1232 <49
AROCLOR 1242 <49
AROCLOR 1248 <49
AROCLOR 1254 <49
AROCLOR 1260 <49
ENDRIN KETONE 0.9
ALPHA CHLORDANE <2.4
GAMMA CHLORDANE <2.4
DATE ISSUED 10/20/99
COPIES TO: SCH
DATE EXTRACTED. 10/14/99 TOR
DATE RUN...... . 10/19/99
DATE REPORTED.. 10/19/99 ORIGINAL
OCT-21-1999 10:21 TOH FIRE PREVENTION 516 351 3136 P.17
TYPE. TINE
TM! op, SmINGTON' i00 RBIN STREET TxOD. . .. GRAB
HdN' IKG'1'ON, Ny 11743
f POINT 130%
DATE COL.I.ECTED. 10/13/99
DATE RECEIVED. . 10/13/99
LOCATION: S-4
COLLECTED BY- •• M03pjngARKS: HECKSHER LAKE
PROJECT NO- - WJNTggoo {
TCL pURGEABLE ORGANICS u k
ARBNETER
S�., RESUL.T
PARAMETER 3 RESULT P-
CHLOROmETRANE <10
BROMOMWTSANE <10
VINYL CEI.ORIDE <10
v r-HLOROETHANE <10
<10
M'HYLENE CHLORIDE <10
1,l-DICFTLOROETHENE <LO
1,1-DICFr�OROETHANE
TOTAL-I,2-DICHLOROETHENE <10
CHLOROFORM <10
1,2-DICHLOROEPHANE <10
1,1,1-TRICHLOROETHANE <10
<10
CARBON TETRACHLORIDE
BROMODICHIAROMETHANE <10
1,2-DICRLOROPROPANE <10
TRANS-I,3-DICEMMOPROPENE <10
TRICHLORORTHENE <10
DIBROMOCEELOROMETHANE <10
l,l,Z-TRICHLOROETHANE <10
CIS-1,3-DICHLOROPROPENE <10
<10
BENZENE c10
BROMOFORM
1,1,2,2-TETRACHLOROETHANE "0
TI;TRACHLOROETHENE <10
TOLUENE <10
CHLOROBENZEME
RVEYLBENZENE <10
YLENES (TOTAL) <10
X
<10
ACETONE
2-BUTANONE (MEK) <10
4-METHYL-2PENTANONE04IBK) <10
<10
CARBON DISULFIDE <10
2-HEXANONE <10
STYRENE
DATE ISSUED 10/20/99
COPIES TO: SCH
DA76 RUN..... . .
10/15/99 R TOR
DATE REPORTED.. 10/18/99 ORIG;NAL
TOTAL P.17
1H2A4CP,0UP
Holzmacher,McLendon& Murrell,P.C. • 1-12M Labs,Inc.
H2M Construction Management, Inc. • H2M Associates, Inc.
575 Broad Hollow Road,Melville,New York 11747 fax
PHONE: (516) 756-8000 a FAX: (516)694-4122
TO: D-iv, GLwSS FROM: s CV,rDy 90-9L
0," l"1 Biu it NCsr
l �
COMPANY: HE: �1!
NF-CkSVF-K BARK Polva
DATE: �Y '9, ��99 9 OF PAGES (ind. cover sheet):
I1
TIME: �� NOTE: PLEASE CALL IMMEDIATELY IF YOU
FAX: qW
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COMMENTS: -rte f°S 0;,Se44T-
r f
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ec,k3�,er- � F1.4 on A-�-S4- Z6
had 4-�4 OL; Oni �'1 A
45 --Y + Mc t,���- car l�'t°y /7
FOR OFFICE USE Oft Y.
ftWct No.: ltulvr R�S.
ftmb:
Sender/initial):
Tn ',T bn-RT (lam RR-RT-iNl.l
FAi:016j42c-aiig`insmi IDO 10418 IJV'
LAB NO: 9827556
TOWN OP HUIVTIV6TON TYPE.. .... SOIL
140 MAIN STREET SPECIAL
HUNTINGTON, NY 11743 ME:HOD.... COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1000 HRS. LOCATION: FLECK SED #1 COMP
DATE RECEIVED.. 08/26/98
COLLECTED BY... EMS03 REMARKS: HECKSHER PARK SEDMENT COMPOSITS
PROJECT NO..... HUNT9805
PARAMETER. (S) RESULTS UNITS
SILVER <3.6 mg/kg
ARSENIC 6.4 mg�kg
BERYLLIUM <1.8 mq/kq
CADMIUM <1.8 mg/kg
CHROMIUM 14.3 mg/kg
COPPER 20.4 mg/kg
vmCURY 40.31 mq/kq
NICKEL <14.3 mg/k7
LEAD 45.9 mg/kg
ANTIMONY 421.4 mg/kg
SELENIUM <1.8 mg/kg
THALLIUM <3.6 mg/kg
TOTAL SOLIDS 28.0 4
ZINC 90.8 mg/kq
COPIES TO: SCH DATE ISSUED 09/22/98
k ECTOR
SCH
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�r�1rtOia lb11w Ifo7A.R0011e. N.Y. 1170
(516)694-3M FAI:(5I6)42%4M3 .�lYMW IN 10472 LAB N0: 9827556
TQT,�OF HUNTINGTON TYPE...... SOIL
100 MAIN STREET SPECIAL
HUN iNGIUN, NY 11743 METHOD. ._. COMPOSITE
DATA' COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. L000 HRS. LOCATION: HECK SED 11 COiAP
OATE RECEIVED. . 08/26/98
COLLECTED SY. .. EMS03 REMARKS; IMCKSHER PARK SZDMLNT COMPOSI'1S
PROJECT YO.._ .. HUNT9805
METHYL ETHYL KS-1-UNE (MEK) - ( uq/kq_ ).
2ARAMETER (S) RESULT PARAMETER (S) 4E5ULT
2-BUTANNONE (MEF) <36
COPIES TO: SCH DATE ISSUED 09/22/988
DATP RUN. . . . . . . 08/311,98
DATE REPORTED. . 09/01/98 ECTOR
SCH
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� LAB 190: 9x27556
TOW1 OF HUNTING^tON TYPE.. .... SOIL
100 MAIN STREET GPECIAL
RUNTINCTON, NY 11743 METHOD.... COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1000 HRS. LOCATION: HECK SED #1 COMP
DATE RECEIVED.. 08/26/98
COLLECTED BY... EMS03 REMARKS! HECKSHER PARK SEDMENT COMPOSITS
PROJECT NO.... . FiM9805
VOLATILE ORGANIC COMPOUNDS - ' uq/kq )
PARAMETER (S) RESULT PARAMETER (S) RESULT
TRICHLOROETHENE <36
C.HLOROBENZENE <36
M-DICHLOROBENZENE <36
P-DICHLOROBENZENE <36
0-DICHLORORFWZrNE <36
BENZENE <36
TOLUENE <36
ETHYLBENZENE <36
1,3-XYLENE <36
1,4-XYLENE <36
1,2-XYLENE <36
COPIES TO: SCH DATE ISSUED 09/22/98
DATE RUN. . . .. . . 08/31/98
DACE REPOR.ED.. 09/01/98 R ECTOR
SCH
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.ol wv MOM, eervt ne. R.T. 11747
(516)694-3M FAI:(516)420-843, rrsro+ IN ta478 LAD N0: 9827556
TOWN OF HUNTING11M TYPE.. .... SOIL
100 MAIN STREET SPECIAL
BUS INGTON, NY 11743 METHOD.. . . COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1000 ERS. LOCATION: HECK SEA #1 COMP
DATE RECEIVED. . 08/26/98
COLLECTED BY.. . EMS03 REMARKS: RECKSHER PARK SEDMENT CC%IPOSITS
PROJECT NO.... . HUNT9805
P.N.A. -S (METHOD 8270) - ( ug/kg )
PARAMETER (S) RESULT PARAMETER (S) RESULT
NAPHTHALENE <1200
ACENAPHTHYLENE <1200
ACENAPh'Tl= <12U0
FLUORENE <1200
PHENANTHRENE <1200
ANTHRACENE <1200
FLUORANTMENE <12.00
PYRENE <1200
CHRYSENE <1200
BENZO(A)ANTHRACENE <1200
BENZO(B)FLUORANTHENE <1z00
BENZO(K)FLUORANTH--NE <1200
BENZO(A)PYRENE <1200
INDEVO(1,2,3-C,D)PYRENE <1200
DIBENZO(A,R)ANTERACENE <1200
BENZO (G,H,I)PERYLENE <1200
2-METHYLNAPHTHALENE <1200
COPIES TO: SCH DATE ISSUED 09/22/98
DATE EXTRACTED. 08/31/98 `7.
DATE RUN...... . 09/21/98 �'f+� R ECTOR
DATE REPORTED. . 09/22/98
SCTi
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TOW OF EMMINCTON TYPE. . . . . . SOIL
100 MAIN STREET SPECIAL
HUNTINGTON, NY 11743 METHOD.. . . COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1000 FRS. LOCATION: HECK SED #1 COMP
DATE RECEIVED. . 08/26/98
COLLECTED BY. .. EMS03 REMARKS: HECKSHER PARK SEDMENT COMPOSITS
PROJECT NO..... HUNT9805
TCL PES':ICIDES/PCB'S - J_ug/kg )
PARAMETER (S) RESULT PARAMETER (S) RESULT
LINDANE <17
HEPTACHLOR <17
ALDRIN <17
HEPTAC3LOR EPDXIDE 4:17
DIELDRIN <33
ENDRIN <33
P,P'DDT <33
METHOXYCHLOR <170
TOXAPf ENN <1700
BETA-BHC <17
DELTA-SHC <17
ALPHA-BHC <11
P,P'-DDD <33
P,P'-DDE <33
ENDOSULFAN I <17
ENDOSULFAN II <33
ENDOSULFAN SULFATE <33
ENDRIN ALDEHYDE <33
AROCLOR 1016 <330
AROCLOR 1221 <670
AROCLOR 1232 <330
AROCLOR 1242 <330
AROCLOR 1248 <330
AROCLOR 1254 <330
AROCLOR 1260 <330
ENDRIN KETONE <33
ALPHA CHLORDANE <17
GAMMA CHLORDANE <17
COPIES TO: SCH DATE ISSUED 09/22/98
DATE EXTRACTED. 08/31/98
DATE RUN....... 09/18/98 � "� R ECTOR
DATE: REPORTED.. 09/27./98
SCH
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iworAl.(sis)4za,.4Vj.� xrM to 104:8LAE NO: 9827557
TOIriI4 OF HUNTINGTON TYPE. ... .. SOIL
100 MAIN STR-r-XP SPECIAL
HUNTINGTON, NY 11743 METHOD... . COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1030 HRS. LOCATION: HECK SED #2 COMP
DATE RECEIVED.. 08/26/98
COLLECTED BY... EMS03 REMARKS: HECKSHLR PARK SEDMENT COMPOSITS
PROJECT NO..... RUN 9805
PARAMETER (S) RESULTS UNITS
SILVER <2.0 mg/kg
ARSENIC <2.0 mg/kg
BERYLLIUM <1.0 mg/kg
CADMIUM <1.0 mg/kg
CHROMIUM 5.1 mg/kg
COPPER 7.2 mg/kg
MERCURY <0.54 Rig/kg
NICKEL <8.2 mg/kg
LEAD 1.0 mg/kg
ANTIMONY <12.2 mg/kg
SELENIUM <1.0 mg/kg
THALLIUM <6.7 mq/kq
TOTAL SOLIDS 14.9 %
ZINC 35.5 mg/kg
COPIES TO: SCH DATE ISSUED 09/22/98
r�
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10 ].6+L/'vp I. f�4^,�a �%may , I rV�Jo (sis)sghaow Fu:(sz6��o ec ;,��irsoo�int tape LAB NO: 9827557
?OWN,OF HUNTINGTON TYPE. .... . SOIL
100 MAIN STREET SPECIAL
EMMINGTON, NY 11743 METHOD.... COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1030 HRS. LOCATION: HECK SED 32 COMP
DATE RECEIVED.. 08/26/98
COLLECTED BY... EMS03 REMARKS: HECKSHER PARR SEDMENT COMPOSTTS
PROJECT NO..... HUNT9805
VOLATTT.P, ORGANIC COMPOUNDS - ( uq/kg )
PARAMETER (S) RESULT PARAMETER (Sl RESULT
TRICHLOROETHENE <67
CHLOROBENZENE <67
M-DICHLOROBENZENE <67_
P-DICHLOROBENZENE <67
O-DICHLOROBENZENE <67
BENZENE <67
TOLUENE <67
ETHYLBENZENE <67
i,3-XYLENE <67
1.4-XYLENF. :67
. .2-XYLENE <67
COPIES TO: SCH DATE ISSUED 09/22/99
DATE RUN.. .. . . . 08/31/98
DATE REPORTED_ . 09/01/98 R ECTOR
SCH
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LAB NQ: 9827557
TCW-OF BUHTINGTON TYPE. ..... SOIL
100 MAIN STREET SPECIAL
MXTI1NGTON, MY 11743 METHOD.... COMPOSITE
DATE COLLECTED. 08/26/98 POINT N0:
TIME COLLECTED. 1030 HRS. LOCATION: HECK SED 42 COMP
DATE RECEIVED. . 08/26/98
COLLECTED BY... EMS03 REMARKS: UECKSHER PARR SEDMENT COMPOSITS
PROJECT NO..... RUNT 9805
METHYL ETHYL KETONE (MEK) - ( ua/kq )
PARAMETER (S) RESULT PARAMETER (S) RESULT
2-BUTANONE (MER) <67
COPIES TO: SCH DATE ISSUED 09/22/98
DATE RUN. .... . . 08/31/98
DATE REPORTED.. 09/01/96 R ECTOR
SCH
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"'aw Joao, mellnlle. N.Y. 11747
(WAIC94-Mp FAX:(Sl 6)4M-U36j ,ATOH IOE 10478
LAB NO: 9827557
TOW-1f. OF RUIq'FINCTON TYPE. . . . .. SOIL
100 MAIN ST'1IWZ SPRCIAL
HUNTINGTON. NY 11743 METHOD.. .. COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1030 HRS. LOCATION: HECK SED 42 COMP
DATE RECEIVED.. 08/26/98
COLLECTED BY... EMS03 REMARKS: tU=SEER PARK SEDMEN'_ COMPOSITS
PROJECT NO..... HUNT9805
P.N.A.'S (METHOD 8270) - ( ua/kq )
PARAMETER (S) RESULT PARAMETER (S) RESULT
NAPHTHALENE <2200
ACENAPHTHYLENE <Z200
ACENAPIi rHLNE <2200
FLUORENE <2200
PRENANTHRENE <2200
ANTHRACENE <22.0.0-
FLUORANTHEUE <2200
PYRENE <2200
CHRYSENE <2200
BENZO(A)ANTHRACENE <2200
BENZO(B)FLUORANTHENE <2200
BENZO(K)FLUORANTHFNE <2200
BENZO(A)PYRENE <2200
INDENO(1,2,3-C,D)PYRENE <2200
DIBEN20(A,H)ANTHRACENE <2200
BENZO (G,H,I)PERYLENE <2200
2-METHYLNAPHTRALENE <2200
COPIES TO: SCH DATE ISSUED 09/22/98
DATE EXTRACTED. 08/31/98
DATE RTJN. ... ... 09/21/98 !i 1 ECTOR
DATE REPORTED.. 09/22/98
SCFI
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LAB NO: 9827557
Tow-OF HUNTINGTON TYPE...... SOIr.
100 MAIN STREET SPECIAL
HUNTINGTON, NY 11743 METHOD.... COMPOSITE
DATE COLLECTED. 08/26/98 POINT NO:
TIME COLLECTED. 1030 HRS. LOCATION: HECK SED #k2 COMP
DATE RECEIVED.. 08/26/98
COLLLCTED BY... EMS03 REMARKS: HECKSHER PARK SEDMENT COMPOSITS
PROSECT NO.__- . HUNT980S
TCL-PESTICIDES/PCB's - ( uq/kq )
PARAMETER (S) RESULT PARAMETER (S) RESULT
LINDANE <17
HEPTACHLOR <17
ALDRIN <17
HEPTACHLOR EPDXIDE <17
DIELDRIN <33
ENDRIN <33
P,P'DDT <33
METHOXYCHLOR <170
TOXAPHENE <1700
BETA-BHC <17
DELTA-SHC <17
ALPHA-BHC <17
P,P'—DDD <33
P,P'—DDE <33
ENDOSULFAN I <17
ENDOSULFAN II <33
ENDOSULPAN SULFATE <33
ENDRIN ALDERYDE <33
AROCLOR 1016 <330
AROCLOR 1221 <670
AROCLOR 1232 <330
AROCLOR 1242 <330
AROCLOR 1248 <330
AROCLOR 1254 <330
AROCLOR 1260 <330
ENDRIN KETONE <33
ALPHA CHLORDANE <17
GAMMA aMORDANE <17
COPIES TO: SCH
DATE ISSUED 09/2/98
DATE EXTRACTED. 08/31/98
DATE RUN. . .... . 09/18/98
DATE REPORTED- - 09/22/98 R ECTOR
SCSI
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