northern petrochemical company
TRANSCRIPT
Northern Petrochemical CompanyHighway 30 West*Clinton, Iowa 52732
February 13, 1985
Mr. David V. Crawford
Waste Manaqement Branch
U. s. Environmental Branch 324 East 11th Street Kansas City, Missouri 64106
Dear Mr. Crawford:
Enclosed with this letter are three copies of the procedure to be
followed durinq further investigations of the area referenced
point 106 in the documents written by T.er r a^on <:ons “1 s> F^C 'Please arrange for review of this document by the staff of EPA
so that investigative work in this area may proceed.
If you have questions relative to this document, ple3se refer them
to Richard Cotton. Mr. Cotton's telephone number is (202) 862 100
His mailing address is contained in copies of the Consent 0
currently being reviewed by EPA.
Sincerely,
u f
Robert E. SchulerSr. Environmental Engineer
NorChem, Clinton Works
1 •- :— K— ; V V_
•' C.U tj (j ftu. L-
oJPSitfUND ScCiiGN
30306259
Superfund
October 30, 1984
Company P0 Box 819 Clinton, IA 52732
1 a aCONSULTANTS, INC.
13709 9 StreetP.O. Box 37332 .
Orraha. Nedrt~2s -2'-- (402) 330-2202
Geralc H. Olson. P.9.James A. Cun.nincn.am.Jonn F. Har'.'.veil. Pa.Charles W. flovey II Keven M. Jefteris
ATTN: Mr. Robert E. Senior Plant
Schuler, P.E.Environmental Engineer
RE: Environmental Monitoring Program Protocol
Site 106 . TChemplex Company, Clinton, IowaTCI Job No. 783558-5
near Mr. Schuler:■n find a revised final draft of the proposed environmental mom-
Attached you wi s EpA Region VII. The proposed scope of work istoring program as requested by US . under Section 3013
intended to satisfy the ^ located
RCRA as they relate to suspec central portion of thein the vicinity of Monitoring Well *106 m
Chemplex Company, Clinton, Iowa plant site.
&.,« you ,.v. any ouestions ,, re9ard to Cached protocol, pUasa do
™t hesitate to contact me immediately.
Very truly yours, -
TERRAC0N CONSULTANTS, INC.
Enel.
JFH'.mpl
^ .v O •. »;ii|945l -f
V~r£®-'- XTo vJ T
• o » ••............ Offices In:Iowa: Cedar Falls. Cedar Raoids. Davenocrt.
Oes Mcines. Starm Laxe Kansas: Wichita. Kansas City
Nebraska: Omaha Oklahoma: Oklahcma City. Tulsa
necnnical. Environmental and Materials Eng
table of contents
Terracon Consultants, Inc.
\)
C)
D)
E)
F)
Introduction......................................................
Program Rationale............................................................
Safety Program............................................................
Scope of Services..........................................................
Task l--Regional Flow Evaluation....................................
Task 2—Subsurface Exploration & Monitoring Program.........
Geotechnical Exploration - Subtask 2.1...............................
Reconnaissance - 2.1 (A)............................... .............
Drilling Methods - 2.1 (B)...................................................
Physical Soil Testing - 2.1 (C)........................................
Decontamination Procedures - 2.1 (D).............................
Hydrogeologic Study - Subtask 2.2..........................................
Monitoring Well Installation - 2.2 (A)........................
Shallow Monitoring Well Nests - 2.2 (A) 1...........
Deep Monitoring Well Nests 2.2 (A) 2......................
Well Security - 2.2 (B)..........................................................
Well Development - 2.2 (C)...............................................
Water Level Monitoring & Aquifer Testing - 2.2 (D)
Analytical Assessment - Subtask 2.3......................................
Groundwater Sampling - 2.3 (A)..........................................
Analytical Testing Program - 2.3 (B).............................
Task 3—Engineering Report.................................................
Project Management.........................................................................................
General Comments...........................................
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APPENDIX "B II
Site Area Safety Plan
for Chemplex Company
Revised October 30, 1984
vnti) irs b mi or oi S vor
SITE/AREA SAFETY PLAN
iral
Date Prepared: 10/4/84 Job No.: 784558
Project Name: Chemplex Company
sting Information for Site: Detailed_X___ PreliminarySketchyNone___
saminant Form: GasLiquid X Sludge X Solid
:ainment: DrumPitPondLagoonTankSoi Is X Debris__X:her Landfill cells previously buried; construction detail unknown
•acteristies: CorrosiveFlammableRadioactiveVolatile X Toxic__^active Other Unknown X
'fective: February 1985pa^^By: David E. Koch
ition: Clinton, Iowa
!l 1
I
i/AREA SPECIFICS
lest Hazard Materials:
Compound Concentration Warning Properties
:ohthalene 25.7% i n pure waste sludae See Attachment “A"-Methylnaohthalene 12.3% i n pure waste sludae See Attachment “A"Tr:‘hy 1 naphthalene 14.0% i n pure waste sludae See Attachment “A"
jBthylene 10.3% i n pure waste s ludae See Attachment "A"idtflB 11.6% in cure waste sludge See Attachment “A"
^Topography' Glaciated area within 5 miles of Mississippi River
:ory::erence TCI #783524, 783602, 733609, 783216, 781586
ual Features:ive burnoff flare adjacent to Site 108; not a fire hazard
.RD ASSESSMENT
UATION:sed upon data research, previous work/monitorinq, and previousrk may be conducted for drilling operations with regard __________lishmg Basin as low hazard areas. Test pit operations into landfill areas should regarded as intermediate hazard areas for personnel and require intense entry
________analytical testing,to Site 106, 108 and the
njtoring. Contaminant characterization done under earlier phases of work expectedy to all work areas as it is primary waste output.
ENVIRONMENTAL MONITORING PROGRAM PROTOCOL
Site #106
Chemplex Company
Clinton, Iowa
TCI Job No. 783558-5
October 30, 1984
Chemplex Company
•PO Box 819Cl inton, IA 52732
ATTN: Mr. Robert E. Schuler, P.E.Senior Plant Environmental Engineer
RE: Environmental Monitoring Program ProtocolSite 106Chemplex Company, Clinton, Iowa TCI Job No. 783558-5
Dear Mr. Schuler:
Attached you will find a revised final draft of the proposed environmental moni
toring program as requested by US EPA Region VII. The proposed scope of work is
intended to satisfy the investigative requirements defined under Section 3013
RCRA as they relate to suspected waste releases from the landfill cells located
in the vicinity of Monitoring Well #106 in the west central portion of the
Chemplex Company, Clinton, Iowa plant site.
Should you have any questions with regard to the attached protocol, please do
not hesitate to contact me immediately.
CONSULTANTS, INC.
13709 3 Street P.O. Box 37332 Omaha. Nec.-aska 63137 (402) 330-2202
Gerald R. Olson, P.E.James A. C-.nningham. P.E. Jonn P Harwell. P.E. Charies W. Fovey II Keven M. Jevieris
Very truly yours,
TERRACON CONSULTANTS, INC.
>s.
John F. Hartwell, P.E. Iowa #9451
James A. Cunningham, P.E. Iowa #7738
Enel.
JFH:mpl
;l^9451 :f->> 1
t * •Offices In:
Iowa: Cedar Falls. Cedar Rapids. Davenport.Des Moines. Storm Lake
Kansas: Wichita. Kansas City Nebraska: Omana Oklahoma: Oklahoma City. Tulsa
Geotechnical. Environmental and Materials Engineers
Terracon Consultants, I
PAGEA) Introduction........................................................................................................................ 1
B) Program Rationale............................................................................................................. 2
C) Safety Program.................................................................................................................... 3
D) Scope of Services............................................................................................................. 3
Task l--Regional Flow Evaluation................................................................ 3
Task 2--Subsurface Exploration & Monitoring Program........................... 4
Geotechnical Exploration - Subtask 2.1................................................. 4
Reconnaissance - 2.1 (A)......................................................................... 4
Drilling Methods - 2.1 (B)..................................................................... 5
Physical Soil Testing - 2.1 (C).......................................................... 5
Decontamination Procedures - 2.1 (D)............................................... 6
Hydrogeologic Study - Subtask 2.2............................................ ............... 6
Monitoring Well Installation - 2.2 (A).......................................... 6
Shallow Monitoring Well Nests - 2.2 (A) 1............................. 6
1 Deep Monitoring Well Nests 2.2 (A) 2........................................ 7
Well Security - 2.2 (B)............................................................................ 8
Well Development - 2.2 (C)...................................................................... 8
Water Level Monitoring & Aquifer Testing - 2.2 (D)................ 9
Analytical Assessment - Subtask 2.3........................................................ 10
Groundwater Sampling - 2.3 (A).............................................................. 10
Analytical Testing Program - 2.3 (B)............................................... 11
Task 3--Engineering Report................................................. ................................. H
E) Project Management.............. .................................................................. .......................... 12
F) General Comments................................................................................................................ 13
TABLE OF CONTENTS
TABLE OF CONTENTS
Terracon Consultants, Inc.
APPENDIX A
Figure #1 Work Schedule
Figure #2 Location Diagram
Figure #3 Driller's Log Sample
Figure #4 Typical Shallow Monitoring Well Detail
Figure #4A Typical Multi-Staged Well detail
Figure #5 Monitoring Well Detail Legend
Figure #6 Boring Log Sample
Figure #7 Sample Control Document
Figure #8 Chain of Custody
APPENDIX B
Site Area Safety Plan
ENVIRONMENTAL MONITORING PROGRAM PROTOCOL
SITE 106Terracon Consultants, Inc.
CHEMPLEX COMPANY
CLINTON, IOWA
Revised
October 30, 1984
TCI Job No. 783558-5
A) INTRODUCTION
The objective of this study is to obtain detailed stratigraphic and hydrogeolo
gic information with respect to a portion of the Chemplex Company plant site
located due east of the polishing basin in the area of Monitoring Well #106.
The study area is designated as Site #106.
Site #106 is located in the south central portion of the Chemplex Company,
Clinton, Iowa plant site. The study area is approximately 300 feet east of the
plant polishing basin. As part of the Phase I Groundwater Monitoring Program,
Monitoring Well #106 was installed in November, 1981. Hydrocarbon contamination
was observed in Monitoring Well #106 in mid 1983. The purpose of this study is
to obtain additional stratigraphic and hydrogeologic information in the area to
determine the source of groundwater contamination.
Our technical approach for this study is presented under the Scope of Services
section presented herein. The program rationale and a detailed presentation of
the work tasks to be performed are presented along with the discussion of safety
procedures. In addition, a section on project management is included which
discusses quality control procedures for field work and the anticipated sche
dule. A set of attachments includes a diagram of proposed boring locations,
typical monitoring well installation details as well as an example of final,
typed boring logs which contain monitoring well details. A Chain of Custody
documentation is also included.
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October 30, 1984
TCI Job No. 783558-5
B) PROGRAM RATIONALE
Terracon Consultants, Inc.
The following data acquistion requirements must be fulfilled in order to
accomplish the subsurface and hydrogeclogic assessment.
1. Explore the site geologic conditions to develop detailed cross sections of overburden deposits and bedrock surface in the area. Drilling and sampling procedures should allow for the direct observation for heavily contaminated zones which will in turn assist in the determination ofthe most probable source and avenues of contaminant migration.
2. Explore hydrogeologic conditions by providing suitable instrumentation which will permit the development of horizontal and vertical flow hierarchy, information on ■groundwater flow rates and direction, and the potential influence of released contamination on the regional bedrock aquifer system.
3. Provide suitable instrumentation for obtaining groundwater quality samples from unconsolidated overburden and bedrock monitoring points in order to determine the extent of suspected phase separation of hydrocarbon contaminants released from the landfill area, and to delineate the contaminant plume.
These project requirements will be fulfilled by completion of the tasks
described in the section on Scope of Services. An evaluation of regional flow
characteristics of the uppermost bedrock aquifer will be accomplished through a
review of available literature on adjoining test borings and operating wells and
a limited groundwater sampling and water level measurement program. The
geotechnical and hydrogeologic investigation at this site entails a completion
of five shallow monitoring wells and four nested bedrock wells on an approximate
200 foot grid spacing surrounding Monitoring Well #106.
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Terracon Consultants. Inc.Revised
October 30, 1984
TCI Job No. 783558-5
C) SAFETY PROGRAM
Terracon Consultants, Inc., has significant experience with regard to working in
hazardous and toxic waste contaminated areas, and specifically has significant
experience from work performed at the Chemplex plant in the vicinity of the
polishing basin. The type of contamination anticipated in the landfill area is
believed to be similar to that encountered in the polishing basin investigation
and clean up project. The principal groundwater contaminants appear to be
naphthalene, 1 methyl naphthalene, 2 methyl naphthalene, acenaphthalene, ace-
naphthene, styrene and a number other organic compounds. Although benzene has
generally not been detected in significant amounts in previous site investiga
tions, appropriate safety measures will be taken to minimize the potential for
exposure of personnel working in the area. A Site Area Safety Plan with
Hazardous Substance Data Sheets is included in Appendix B of this protocol.
D) SCOPE OF SERVICES
TASK 1—REGIONAL FLOW EVALUATION
Logs of producing water wells or any test borings available from the Iowa
Geologic Survey located within a three mile radius of the plant site will be
reviewed and evaluated with regard to information on the uppermost usable
bedrock aquifer. Depending upon the number of wells identified, their use and
location relative to the site and the suspected regional flow direction, water
level measurement, groundwater sampling and user interviews may be conducted in
order to evaluate the potential impact of aquifer contamination in the area. A
qualified hydrogeologist or engineer will perform the regional flow evaluation
with on site field data acquisition being performed with the cooperation of
Chemplex Company personal.
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October 30, 1984
TCI Job No. 783558-5
Terracon Consultants, Inc.
TASK 2—SUBSURFACE EXPLORATION & MONITORING PROGRAM
Nine soil borings instrumented with multiple monitoring wells will be installed
in the area of study. These borings will be positioned in an approximate 200
foot grid spacing centered on Monitoring Well #106. The following is a detailed
description of the major subtasks to be performed.
Geotechnical Exploration - Subtask 2.1
Based upon the information presented in previous reports (TCI Job No. 781566 and
781586), we anticipate encountering weathered dolomite bedrock at a depth of
approximately 60 feet. Overlying the bedrock surface is a complex system of
loess and glacial till derived soils. Shallow groundwater perched within the
loess and glacial till soils may be anticipated. Groundwater was encountered in
Monitoring Well #106 within 10 feet of the ground surface. Considering these
conditions, the drill rig employed at the site will need both auger and rotary
wash boring capabilities. Each of the boring locations proposed on the attached
location diagram (Figure #2) appear to be accessible to truck-mounted drill
rigs.
Reconnaissance - 2.1 (A)
Upon approval of US EPA Region VII of the proposed scope of work, specific
siting of each of the soil borings and groundwater monitoring well locations will be performed during a site reconnaissance conducted jointly by Chemplex ^
Company and Terracon Consultants representatives. At this time, the nine soil
borings will be located and marked with construction staking and flagging. The
locations will be determined to an accuracy of at least + 3 feet horizontally.
Natural ground elevations will be determined at this time to a level of accuracy
of + .1 feet vertically. Similarly, protector pipe elevations with the moni
toring wells installed during this phase of work will be determined recorded
following completion of the monitoring well point. The number and location of
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Revised
October 30, 1984
TCI Job No. 584558-5
Terracon Consultants, Inc
these borings may be modified depending upon data obtained as the drilling
program progresses. The approximate location of the proposed borings and moni
toring wells is indicated on the attached location diagram (Figure #2).
Drilling Methods - 2.1 (B)
If possible, the borings will be completed using continuous flight auger ^
drilling methods. Continuous flight augers will be pulled at .5 ...or .10-foot
intervals with minimum rotation to maintain a reasonable sample integrity. Bag;-'-v
samples will be obtained at minimum 5-foot intervals, at major stratigraphic
changes or at noteable contamination zones, whichever interval is less. Four of
the soil borings (at each corner) will be advanced to auger refusal in the dolo
mite bedrock. An attempt will be made to penetrate the bedrock a minimum of 2
feet to confirm the presence of the bedrock. After drilling and measurement of
water levels, each boring will be instrumented with two or more 2-inch diameter
monitoring wells nested in the common hole.
In the case of the four deeper borings, rotary wash boring may be required to
advance the boring and maintain the side of the hole without cave in. Drilling
water will be obtained from an approved plant site source. Drilling fluid addi
tives such as the thin, sejf-degrading drilling fluid (Revert) or the thinnest
workable mix of bentonite drilling fluid may be required to maintain the bore
hole. Temporary casing or hollow stem augers may also be required to maintain _/'
the borehole. Casing and hollow stem augers will be used as needed.
Physical Soil Testing - 2.1 (C) _ ; Jr ^ •
Disturbed soil samples will be obtained'from the soil borings. Representative
soil samples will be selected for routine laboratory testing. This testing will
include moisture content and limited gradation testing. Each soil sample will
be classified in accordance with the Unified Soil Classification System.
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Revised
October 30, 1984
TCI Job No. 783558-5
Terracon Consultants, Inc.
Decontamination Procedures - 2.1 (D)
The working end of each drilling rig used at the site will be decontaminated
prior to arrival at the site and prior to leaving the site at the completion of
the job using a high pressure, hot water detergent spray wash with a high
pressure, hot, clean water rinse. The source of wash water will be the same as
that used for the wash boring drilling fluid.
To minimize the possibility of crosshole contamination, the working end of the
drill rig, drilling rods, augers, tools and samplers will be decontaminated bet
ween borings using the high pressure, hot water wash/rinse cycle described
above. To avoid downhole contamination, well materials will be decontaminated
prior to insertion into the boring using the high pressure, hot water wash/rinse
procedure. Additionally, the monitoring wells will be installed immediately
following completion of the borehole. If undisturbed samples are required,
samplers and rods which are inserted into the hole will be decontaminated using
the either the above described procedure or a hot water detergent scrub with a
dionized water rinse.
HYDROGEOLOGIC STUDY - Subtask 2.2
This portion of the discussion of the scope of work presents the monitoring well
installation procedures as well as well development and groundwater monitoring
procedures.
Monitoring Well Installation - 2.2 (A)
Shallow Monitoring Well Nests - 2.2 (A) 1
The shallow groundwater monitoring well points will be nested within each of
five of the nine borings performed at the site as shown on the attached location
diagram (Figure #2). Typically, 5 to 10 feet of manufactured 2-inch diameter,
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Terracon Consultants, Inc.
flush-threaded schedule 40 PVC plastic well screen will be installed at the bot
tom of each of these borings. Screen slot size will be .01 inches. Two-inch
diameter, fl ush-threaded schedule 40 solid wall PVC plastic riser pipe will be
attached to the well screen and extend to approximately 2 feet above ground sur
face. Clean, washed (Muscatine #3) select gravel pack will be placed around the
well point to a depth of at least one foot above the top of the lowest well
screen. A minimum of 3 feet of tamped bentonite will be placed above the gravel
pack interval. The depth of these five borings is anticipated to be from 25 to
30 feet. The mean depth of the lower screened interval should be approximately
20 feet below the first encountered groundwater level. A shallow screened
interval will be installed within the same borehole and will be positioned so
that the first encountered groundwater level splits the screened interval. The
bentonite seal discussed above will extend from the top of the lower screen gra
vel pack to the bottom of the gravel pack placed for the upper screen. The
upper screened interval may range from 5 to 10 feet in length and the gravel
pack, which is placed around it, will extend 1 foot above and below the screened
interval. Above the upper screened interval, a minimum of 3 feet thickness of
tamped bentonite seal will be placed and the remainder of the boring will be
grouted using wet or dry cement bentonite grout. If a dry cement bentonite
grout mixture is placed, it will be tamped in the boring. If a wet bentonite
grout is placed, it will be inserted in the boring using bottom tremie grout
techniques. The remainder of the boring will be grouted to minimize the oppor
tunity of downhole contaminant migration from overlying contaminated layers and
the influence of surface water infiltration along the boring annulus.
Deep Monitoring Well Nests 2.2 (A) 2
Depending upon the drilling procedure used and the subsurface conditions encoun
tered at the site, three monitoring well points consisting of 5-foot screened
intervals connected to solid stem riser pipe which extends to ground surface
will be installed in each of the four deep monitoring wells at the location
shown in Figure #2. The first alternative is three monitoring wells nested
within a common borehole. The depth of the lowest screened interval will be
Revised
October 30, 1984
TCI Job No. 783558-5
-7-
Terracon Consultants, Inc.
just above the bedrock surface. The intermsdiate screen will be positioned at a
mean screened depth of 20 feet below the first encountered groundwater and the
upper screened interval will be positioned so that the first encountered ground-
water level splits the screened interval. Gravel pack consisting of Muscatine
#3 select material will be placed in the boring annulus around the screened
interval to a distance of not more than one foot beyond the screened interval in
either direction. The screened intervals will be separated by tamped bentonite
seals to minimize the opportunity for downhole contaminant migration between the
gravel packed intervals. Above the uppermost bentonite seal, wet or dry cement
bentonite grout will be placed to surface in the same fashion as described above
for the shallow monitoring well nest.
An alternative to nesting the 2-inch diameter, fl ush-threaded PVC well points in
a common borehole is to insert single monitoring points in multiple borings.
This procedure may be elected considering the degree of difficulty in drilling
and the degree of contamination in the overlying layers. In this case, each
monitoring well point would be installed at the bottom of each successively more
shallow boring and completed with gravel pack, minimum 3-foot bentonite seal and
grout to the surface.
Well Security - 2.2 (B)
Each monitoring well and monitoring well cluster will be secured using a large
diameter steel protector pipe embedded in the boring annulus a minimum of 2i
feet. The steel protector pipe will be secured with a lockable hinge cap and
key padlock. The keys will remain in the custody of Terracon Consultants until
well development is completed at which time the keys will be turned over to the
custody of the Chemplex project engineer.
Well Development - 2.2 (C)
Following well installation, each well will be developed by introducing
compressed air into the well casing at a point a few feet above the top of
Revised
October 30, 1984
TCI Job No. 783558-5
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Terracon Consultants, Incr\cv lieuOctober 30, 1984 .TCI Job No. 783558-5 j
screen. The buoyant effect of compressed air on the water column allows large
volumes of water to be removed from the well in short periods of time. The sub
sequent dramatic lowering of water pressure at the screen is very effective in
dislodging drilling fluid cake and reversing flow of the drilling fluid which
may have migrated short distances into the adjoining aquifer. This method would
be used during the initial stage of well development with the final removal of
sediment and development water being accomplished either by bailing or submer
sible pump.
Well development will continue until the well water is clear or representative
of the surrounding aquifer. A minimum of three times the saturated annulus
standing water volume of the well shall be removed. Water samples shall be
obtained at the beginning, during and near the completion of well development
for field testing of temperature, pH and specific conductance. Following the
removal of three saturated annulus standing water volumes (regardless of
effluent clarity) the well will be considered developed if the field measured
parameters have stabilized.
A minimum two week waiting period will be allowed prior to well purging for ana
lytical sampling.
Water Level Monitoring & Aquifer Testing - 2.2 (D)
Groundwater levels will be recorded at various times during the drilling, soil
sampling, well installation and pre-well sampling period. Water levels encoun
tered during drilling and sampling operation will be recorded on the driller's
log, see Figure #3. Water levels will be recorded prior to beginning develop
ment operations. Following completion of well development, water levels will be
measured and recorded weekly until the first analytical sample is obtained.
Water levels will be measured and recorded prior to purging each well point for
analytical sampling.
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Revised
October 30, 1984
TCI Job No. 783558-5
Terracon Consultants, Inc.
A complete set of water level measurements should be made every two weeks for
the first month and at monthly intervals for the next five months. Frequency of
later water level monitoring will be determined after six months.
Limited aquifer testing in the form of bailing tests will be performed on
selected monitoring well points to determine the average horizontal hydraulic
conductivity of the adjoining aquifer system.
Analytical Assessment - Subtask 2.3
This section describes groundwater sampling procedures and briefly discusses the
analytical sampling program which will be performed by Chemplex Company and
others.
Groundwater Sampling - 2.3 (A)
It was mentioned earlier under Well Development (2.2 (A) 5), that a minimum two
week waiting period will be allowed between completion of well development
operations and collection of the initial analytical groundwater sample. Each
monitoring well will be equipped with a dedicated bottom discharge bailer. The
bailer assembly will consist of a 5-foot long, li-inch diameter schedule 40 PVC
bailer equipped with a Teflon valve seat and a Delrin ball check valve assembly.
The bailer will be suspended from the well point cap using a multiple filament
braided hollow core nylon rope.
Immediately before sampling, the groundwater level will be measured and
recorded. Monitoring wells will then be purged by pumping or bailing a volume
of water equivalent to three times the calculated volume of standing water in
the well casing. Sufficient volume of water will be collected from each moni
toring well to allow all specified analysis to be performed. Should well
recharge within a 10 hour period be insufficient to generate the volume of water
required for specified analysis, a reduction in the minimum purged volume will
be considered.
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Terracon Consultants, Inc.
Groundwater samples will be collected by Chemplex Company personnel trained in
use of water level measurement devices, sampling equipment and documentation
procedures. Duplicate samples will be obtained for the initial analytical
sampling round. One set of samples will be analyzed at the Chemplex Company
laboratory and the second set will be transported to a qualified, independent
analytical laboratory contracted by Chemplex Company for confirmation testing.
The use of duplicate samples and analysis on additional sampling rounds will be
determined based upon the results obtained from the initial round.
Analytical Testing Program - 2.3 (B)
The sample containers for the initial sampling round will be provided by
Chemplex Company and the contract laboratory. For each duplicate sample set,
the environmental sample control sheet shown in Figure #7 will be completed.
For each duplicate sample, completed Chain of Custody records shown in Figure #8
will accompany the sample through the transportation and testing process.
Samples retained by Chemplex Company will be analyzed for hydrocarbon content
using High Pressure Liquid Chromatography (HPLC) following Chemplex test proce
dure STP-X-210. Each groundwater sample will be analyzed for benzene, toluene,
styrene, naphthalene, fluorene, phenanthrene, anthracene, and pyrene. Samples
will generally be reported in parts per rniljion concentrations.
\ >-
Duplicate split samples which are sent to the contract laboratory will be ana
lyzed for the same hydrocarbon compounds using existing EPA standard procedures.
We understand that QC/QAP presentations will be forwarded to US EPA Region VII
office prior to commencement of field sampling activities.
TASK 3 - ENGINEERING REPORT
Revised
October 30, 1984
TCI Job No. 783558-5
As in Phase I through IV investigations, a written report will be prepared which
presents the information obtained under the work tasks described above. The
impact of regional flow data, stratigraphic, hydrogeologic and analytical test
data will be used to assess the potential for local and regional migration of
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Revised
October 30, 1984
TCI Job No. 783558-5
Terracon Consultants, Inc.
contaminant released in the area of Monitoring Well #106. The report will present
our analysis of the source of the contamination encountered in Monitoring Well
#106 and will provide a relatively detailed description of containment and reco
very procedures which may be suited for controlling migration of the released
contamination if conclusions of this nature can be drawn. We anticipate
approximately 15 working days will be required to complete this report. The
report preparation will start following receipt of the analytical test data and
at least three groundwater level monitoring rounds.
E) PROJECT MANAGEMENT
The tasks described above will be performed by or under the direction of
Terracon Consultants, Inc. All field work including verification of surveying,
drilling procedures, monitoring well installation procedures and well develop
ment will be conducted in the presence of a project field engineer or project
field geologist. The first round of groundwater sampling and each of the first
three rounds of water level measurement will be performed under the direction of
the project engineer/geologist. The project engineer/geologist will be respon
sible for compiling the geologist field journal. A copy of the geologist's
field journal will be included with the final engineering report along with
descriptive photographs taken at the site during field operations.
The project work schedule shows the breakdown of tasks to be performed along
with the sequential flow of work (See Figure #1). The schedule should be con
sidered as a proposed guideline only, as actual conditions in the field will
most likely require modification of the actual scope of work. Weather con
ditions during the late fall and winter months are anticipated to cause delays
in the execution of work. Delays due to extreme weather conditions have not
been considered in producing the attached work schedule.
-12-
October 30, 1984TCI Job NO. 783558-6 Terracon Consultants,
F) GENERAL COMMENTS
The procedures presented in this protocol are based upon data obtained from pre
vious studies at the site as well as other information not necessarily discussed
herein. This protocol has been prepared for the exclusive use of our client for
the specific application to the project discussed and has been prepared in
accordance with generally accepted geotechnical engineering practices. No other
warranty, expressed or implied, is made. In the event that any changes in the
nature, design or location and configuration of the study area as outlined in
this report are determined, the procedures contained in this protocol may not be
considered valid unless the changes are reviewed and modified or verified in
writing by the geotechnical engineer.
JFH:mpl
-13-
Inc.
TASK1 Regional Flow
2 Subsurface Exploration
Geotechnical
Recon.---------
Dri11ing--------------------
Soil Testing-------------
Decon____________ __
Hydrogeologic
Shallow Wells-----------
Deep Wells----------------
Well Security-----------
Development --------------
W.L. Mon.------------------
Aquifer Test.------------
Analytical
Sampling-------------------
Testing------------------ —
3 Engineering Report
Analysis ------------------
Prelim. Report---------
Client Review----------
EPA Review-------- -------
Final Report------------
O 19 20 29 9 to IS 20 29 S <0 19 20 29
Mar 85June 85
Feb 859 10 19 20 2 9
Mar 85
9 lO >9 2)
Apr 85 May 85
9 10 19 20 29U IQ 19 20
O Proposed Shallow Monitoring Well Location (Double Screen Above Bedrock) (5)
• Existing Monitoring Well #106
<§b Proposed Deep Monitoring Well Location (Triple Screen Above Bedrock) (4)
(Figure #2)
GROUNDWATER CONTAMINATION STUDY SITE .106
CHEMPLEX COMPANY XLINTON, IOWA JFH
Terracon Consultants, Inc,i!
(lll.=10Q,j 10/1/841783558-6
engineer driller
helper .
RIG NO. _
SURFACE ei.ev. ____
BORING STARTED __
boring completed
STATION _______ _
OFFSET ____________
SAMILL1NG
SIZE I >/,' ID 2* OD HAMMER: MOfl DROP: 30'
ST SIZE------------ - ST. SIZE___casing used _____ size
water level o w ■ ATIONS-------- ws OR WD
-------- BCR ACR
-------- AB---------------- Hr. AB
WLWLWLWL
—- ' ^------------------------ -----------------------------------__ WEATHFR
£
aEnA
Elevin orlion
M.i *9Cl JS sA A
PENETRATION KEC'OKI)R Qp Screen Length ft./ Top Screen
Gravel Pack Top / Q.Seal Length ft
So
il Ph
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or
*
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6
Split Spoon Blows
Leng
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ered
,
in Fe
et
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6* 6* ft* 6*Grout Length ft./ Top of Pine
We 11 Marking /Protector Pipe Yes/No./ Lock Yes/No1 F -------- y
Sample Description
FIG
UR
E 3.
1
24 Hr. ABABBREVIATIONS
A S • Auger Simple M S • Hollow 5tcm Auger S.T - SheIby Tube S S • Split Spoon D.B * Diamond Bit P.A • Power Auger R.B. - Rock Bit W.S. ■ While Simpling W.D. • While Drillini B C.R ■ Beforing Cuing
RemovalA C H - After Cuing
RemovalA.B. • After Boring
DRILL CREW CHECK LIS
Topsoil Thickncu
Fill Thickncu
CAVE IN LEVEL:
While Drilling and Sampling .
After Boring Completion .
water loss:
At--------------- To
Percent Lois _____
At --------------- To .
Percent Lo»i
BOULDERS OR OBSTRUCTK
At —_______ To -
At ----------- --- To
ARTESIAN PRESSURE:
Depth
Height of Soil Rite In Casing _______
Figure 4
MONITORING WELL INSTALLATION DETAILS
IDEALIZED STRATIGRAPHIC
PROF ILE*
SHALLOWWELL
TYPICAL SHALLOW MONITORING WELL DETAIL CHEMPLEX COMPANY
CLINTON, IOWA
TYPICAL WELL DETAILS
Well Cap
2" I.D. Schedule 40 PVC Plastic, Well Casing
Bentonite/Sand GroutMixtureBentonite Seal(3' typical thickness)Non-Glued, Flush-ThreadedJoint
Select Gravel Pack
5 feet, 2" I.D., Schedule 40, PVC Plastic, .01" Factory-Slotted Well Screen
Bottom Cap
JFH
Terracon Consultants, Inc.
10-1-84 |784558-6
Figure rr4A
40'
30'
20'
10'
8" Diameter, 5' Steel Protective
JM-
Wk
..."cal multi-staged well oetail
BEDROCK GEOHYDROLOGICAL ASSESSMENTPART 2CHEMPLEX COMPANY CLINTON, IOWA
DM Office
Terracon Consultants, Inc.
nr* I h IS ^ t7fl?574j=A
FIGURE 5.
MON I TOR ING WELL OETAll i EGENf)
OESCRIPT ION
Natural Ground Surface Elevation
Zone of Well Casing Sealed by
Fill Soil Auger Cuttings
Bentonite Seal- Grout Interface
Zone of Well Casing and Pelletized
Bentonite Seal (Min. 3' Thickness)
Sand Pack- 8entonite Seal Interface
Zone of Well Casing and Sand Filter
Pack
Elevation of Top of We I I Screen
Zone of Well Screen and Sand Filter
Pack
Elevation of Bottom of Well
PtMUOl
r
<
... r V £•£?*.
673. 1
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670.1
( ft. )
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fEflrtACON CONSUL TAN fs INC
FIGURE 7.
INC.TERR ACON CONSULTANTS,
Project_____
TCI Job No.
Collector's Sample No.
ENVIRONMENTAL SAMPLE CONTROL
HAZARDOUS MATERIALS
Company's Name Telephone No. ( )
AddressNumber Street City State Zip Code
Co I Iector1s NameSignature
Telephone No. ( )
Date Sampled Time Sampled hours
Sample Point Type: Soil 8oring ______ Sediment
Sludge ______ Surface Water
Other ___
Surface SoiI
Ground Water
Sample Location:
Field In formation/Remarks:
Sample Allocation:
1)________________________ __________________
Name of Organization
2) ____________________________________Name of Organization
3)Name of Organization
CONSTRUCTION SERVICES
ELO ENGINEERING ANO TESTING
1 •
Figure #8 Collector's Sample
CHAIN Of CUSTOOY RECORD
Location of Sampling
Shipper Name:
Address: Number Street . City State Zip Code
Collector's Name:Telephone: ( )Signature
Date SampledTime Sampled hours
e of Process Producing Waste
Id Information
ProducerHauler _______ Disposal Site
Other: Sample
jr<QUlSHeo BY
ealeo
RECEIVED BY
UNSEALED f-
’date TIME REASON FOR CHANGE OF CUSTOOY
unsealed I | SEALED
.INOUISHEO av RECEIVED 8Y OATE TIME REASON FOR CHANGE OF CUSTOOY
EALEO unsealeo( j SEALEO UNSEALEOP
.INQUISMEO av RECEIVED 8V OATE TIME REASON FOR CHANGE OF CUSTOOY
EALEO UNSEALECi | sealed UNSEA LEDp
.inquisheo av receiveo av
unsealed)
OATE TIME REASON FOR CHANGE OF CUSTOOY
EACEO UNSEALEq ]sealed
,I^UUtSl-ȣ0 8Y RECEIVEO 8V
unsealeoP
oa r£ TIME REASON FOR CHANGE OF CUSTODY
SAl.^tjv. unsea lecT- |sealed
.in^Bico av RECEIVED aY OATE TIME REASON FOR CHANGE OF CUSTOOY
ealeo UNSEALEOl—,“I SEALED UNSEALED!-
APPENDIX "B
Site Area Safety Plan
for Chemplex Company
Revised October 30, 1984
SITE/AREA SAFETY PLAN
GENERAL
Date Effective: February 1985 Date Prepared: 10/4/84 Job No.: 784558prepared By: David E. Koch Project Name: Chemplex Company
Location: Clinton, Iowa_____________________________________________________ _
Existing Information for Site: Detailed X PreliminarySketchyNone___
Contaminant Form: GasLiquid X Sludge X Solid
Containment: DrumPitPondLagoonTankSoils X Debris X Other Landfill cells previously buried; construction detail unknown
Characteristics: CorrosiveFlammableRadioactiveVolatile X Toxic__Reactive Other Unknown X
SITE/AREA SPECIFICS
Highest Hazard Materials:
Compound Concentration Warning Properties
Naphthalene 25.7% in pure waste sludqe See Attachment "A"1-Methyl naphthalene 12.3% in pure waste sludqe See Attachment “A"2-Methyl naphthalene 14.0% i n pure waste sludqe See Attachment "A"
^ Acenapthylene 10.3% in pure waste s ludqe See Attachment "A"VIndene 11.6* in pure waste sludqe See Attachment “A"
Site: Topography Glaciated area within 5 miles of Mississippi River
History:Reference TCI #783524, 783602, 783609, 783216, 781586
Unusual Features:Active burnoff flare adjacent to Site 108; not a fire hazard
HAZARD ASSESSMENT
EVALUATION:Based upon data research, previous work/monitorinq, and previous analytical testing, work may be conducted for drilling operations with regard to Site 106, 108 and the Polishing Basin as low hazard areas. Test pit operations into landfill areas should be regarded as intermediate hazard areas for personnel and require intense entry monitoring. Contaminant characterization done under earlier phases of work expected"
B^to apply to all work areas as it is primary waste output..
Decontamination Procedures:
Personnel: Disposable Tyvek clothing, wash before eating (off site), shower as soon as possible at end of day's work. Standard procedures.
sonnel Protective Equipment Detergent wash of rubber boots and gloves
Sampling Equipment High pressure hot water detergent wash with methanol rinse.
Support Equipment High pressure hot water detergent wash with methanol rinse.
Decon Materials Required: Methanol, clean source of water, Alconox detergent,DOT 55-gallon drums for stand-by.
Special Hazards: Plant fire; signified by fire siren.
EMERGENCY PROCEDURES
High Hazard Materials (known or anticipated)
:ame
khthalenesSene
Benzene
ACUTE EXPOSURE SYMPTONSReference Printout_____Reference Printout_____Reference Printout
FIRST AIDReference Printout Reference Printout Reference Printout
Location of Nearest Working Phone: Ethylene Control Unit
Other Emergency Communications: Plant Engineering Building
EMERGENCY TELEPHONE NUMBERS:
NAME/LOCATION PHONE #
Ambulance Clinton Medical Transport 242-5742Fire Chemplex/Clinton /242-0125Pol ice Clinton 242-5742Hospital Jane Lamb Memorial/Clinton 243-1131
St. Joseph Mercy Hospital 243-5500Environment^ : Iowa Department of Waster,Air,and Waste Management 319-653-2135
US EPA Reqion VII 816-374-6864Uti1ities: Plant
Underground Plant Location Service, Inc. 1-800-242-8983
OPERATIONAL PROCEDURES
Site Command and Control (include sketch or map as appropriate):
Perimeter ControlEstablished by plant fence
paging Area Old fire control area SW of flare, decon area same
Heavy Equipment Requirements CME 750 or equivalent equipment, water truck, backhoe
Personnel Protection
General Level of Protection Required: ABC to D Modified
Modification or Specialized Equipment: Level C based on previous work historybut with respiratory equipment on stand-by at drill rig. Level C for test pit work with SCBA available.
Detection Equipment:TLV Bacharach in conjunction with benzene and naphthalene colorimetric detectors, 02 and LEL
Communications:Hand signals, emergency air horn, headset radios if needed.
Tentative Team Personnel
Name Position Medical (Date)Dave Koch Safety Officer/Technician Prior to MobilizationKeith Potts Safety Technician it
bay Healey Senior Crew Member II
*0 Be Named Crew II
To Be Named Crew II
Other Personnel:
Name Agency/Company RestrictionsNone at this time ___________________________________
Monitoring Procedures:Total hydrocarbon checks to be made periodically in accordance with TCI ~,'-~ "Environmental Safety Procedures11 .Testing to be conducted at “waist-to-f ace" working zone. Utilize Bacharach TLV Sniffer, colorimetric tubes and O2 /LEL
~TTRrtFTT-------------------------------------------------------------------- - ~
ADDITIONAL RESOURCES:
Name Agency/Company Telephone No.
Route to Hospital Highway 30 to Manufacturing Drive. Left to Bluff Boulevard. "* Right to Hospital, approximately one mileAlternative Highway 30 to 16th Avenue North (approx. 5 miles); Left to Hospital, one block.
EQUIPMENT CHECKLIST
Protective and Safety Equipment:
MSA Dual Purpose PD (1)SC8A________Escape Mask Full Face MSA (2); Willson"!?! Canister As Needed Hardhat
Spare Cylinders (1)
Face ShieldTTT______Safety GlassesA1J Gloves: Inner Neoprene Chem
"(3)
Gas Mask Respirators MSA Backmount (2)Half Face MSA (5); Willson (8); Norton (2) Cartridge OV as needed
Ear ProtectionChem Goggles T3T
N/A
Chem Resist Coveralls Polylaminated Splash Aprons PVC as needed Boots
Butyl Outer Cloth
RubberSplash Suits Tyvek
Fully Encapsulated Suits^irst Aid Eguipment________________
Wash Station At Rig/trailer |ty Harness_
"N/XBoot/Shoe Covers N/A
As needed
On-site trai ler____________________________ ___________~ Fire Extinguisher Trailer/Rig (1 ea.) ______ Special Tools As needed
Final Report To:Robert Schuler, Chemplex Date 10-9-84
Post Site Medicals
Plan Approved By Date 10-9-84David E. Koch, S.O.
A
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xc
200 1
<2>- 200’ &
O Proposed Shallow Monitoring Well Location (Double Screen Above Bedrock) (5)
• Existing Monitoring Well #106
<fi> Proposed Deep Monitoring Well Location (Triple Screen Above Bedrock) (4)
"*■ Staging and Entry Areas
(Figure #2)
GROUNDWATER CONTAMINATION STUDY SITE 106
CHEMPLEX COMPANY CLINTON, IOWA
Terracon Consultants, Inc.
JFH r=100c 10/1/84 783558-6
ATTACHMENT A-l
HAZARDOUS SUBSTANCE DATA SHEET
m OF
Common:
SUBSTANCE:
White tar,
Naphthalene; 1-, 2-methyl naphthalene
tar camphor________ Chemical C3.0 Hg
I. PHYSICAL/CHEMICAL PROPERTIES SOURCE
Normal physical state: Molecular weight DensitySpecific Gravity Solubility: (water) Solubi1ity:Boiling Point Melting Point Vapor Pressure Vapor Density Flash Point Autoignition point Odor Threshold LEL 0.9%UEL 579%
X Gas ________ Liquid Volati le Solid128 Hazardlinem
IIT7I45 @ 5
.003 G @ 20C(3 "
424°F@ 1 atm. 5165°-176°F
.05 mmHq 20C 477 ^I74*Fg7g3p
.3 ppm "
II. PERMISSIBLE EXPOSURE LIMITS
10 ppm OSHA/ACGIH to prevent eye irritation 15 pom ACGIH
500 ppm OSHA/NIOSH
CERCLA: Toxicity 2 Ignitabi 1 ity__2Reactivity 0 Persistence_________ 3
III.HAZARD CHARACTERISTICS
Entry: Inhalation YesIngestion YesSkin/eye Absorption Yes Skin/eye Contact YesOther:Carcinogen Experimental
Incompatibilities Not applicable to si
Radioactive No Alpha Radiation Beta Radiation Gamma Radiation
Site Hazard Rationale
Low Low Odor Threshold; DilutionLow_____ Dilution, Previous MonitoringLow_____ Previous MonitoringLow_____ Previous Monitoring
IV. PROTECTIVE CLOTHINGSplash GarmentsPolylaminated Tyvek_______________________________________Boots ________Rubber_______________________________________________ ________________ _Gloves! Inner Neoprene Outer Butyl Work(Eye Protection Goggles, safety glasses with side shields or visors. Eye wash. Respiratory: Organic vapor cartridge with dust filters on air-purifying, half-face
respirators_____________________________________ _____________________
ATTACHMENT A-2
HAZARDOUS SUBSTANCE DATA SHEET
AME OF SUBSTANCE:
ommo n:
Acenaphthylene
PNA Chemical
I. PHYSICAL/CHEMICAL PROPERTIES SOURCE
Normal physical state: Molecular weight DensitySpecific Gravity Solubility: (water) Solubility:Boiling Point Melting Point Vapor Pressure Vapor Density Flash Point Autoignition point Odor Threshold LEL UEL
Gas ________ Liquid X SolidT52.2______ Hazard!inem
.8988 & ~insoluble @ 20C
<a509^52?°F @1 atm198°-199°F_______
N/A rrmHq §
Not applicable Not applicable
II. PERMISSIBLE EXPOSURE LIMITS
None Established None Established None Established
CERCLA: Toxicity 3 Iqnitability 1 Reactivity0
III.HAZARD CHARACTERISTICSSite Hazard
Persistence 3
Rationale
Entry: Inhalation No_____ ____________ _________________Ingestion . Yes Low flecon Procedure'Skin/eye Absorption NoSkin/eye Contact NoOther:
Incompatibilities
Radioactive No Alpha Radiation_ Beta Radiation _ Ganrna Radiation
IV PROTECTIVE CLOTHINGSplash Garments Polylaminated TyvekBoots RubberGloves: Inner Neoprene Outer Butyl WorkEye Protection VisorRespiratory Half-face air-purifyinq respirator with organic vaoor
cartridges and dust filters.
ATTACHMENT A-3
HAZARDOUS SUBSTANCE DATA SHEET
NAME OF SUBSTANCE: Benzene
Common: Benzol, Coal Naphtha___________ Chemical Cg Hg
I. PHYSICAL/CHEMICAL PROPERTIES SOURCE
Normal physical state: Molecular weight DensitySpecific Gravity Solubility: (water)Solubi1ity:Boiling Point Melting Point Vapor Pressure Vapor Density Flash Point Auto ignition point Odor Threshold LEL .33%UEL~~~ 7.1%
II. PERMISSIBLE EXPOSURE LIMITS
___ Gas X Liquid Solid78.08____________ ____ Hazardlinem
.8790 tT 17820 ppm @ 2UC "
(3 “IT
176°F0 1 atm "“ 42°F 17
75 mmHq 20C "2.8 0 “
T2*F 17928aF "
1.5-5 ppm ^
TWA 10 ppm OSHA/ACGIH , 25 ppm OSHA ceiling ___________________________STEL 25 ppm ACGIH; 50 ppm OSHA 10-min. ceiling; 10 ppm NIOSH 60-min. ceiling IDLH 2000 ppm OSHA/NIOSH ~ "—
CERCLA: Toxicity 3 Ignitabi1ity 3 Reactivity 0 Persistence 1
III.HAZARD CHARACTERISTICS
Entry: Inhalation YesIngestion YesSkin/eye Absorption YesSkin/eye Contact YesOther:
Site Hazard Rationale
LowLowLowLow
Negligible in sludge waste Negligible in sludge waste Negligible in sludge waste Negligible in sludge waste
Incompatibilities Strong oxidizers, sulfuric acid, zinc in steam
Radioactive No Alpha Radiation Beta Radiation Gamma Radiation
IV. PROTECTIVE CLOTHINGSplash Garments Poly laminated T.yvek or SaranexBoots Viton, Butyl RubberGloves: Inner Neoprene Outer Viton, Butyl WorkEye Protection GoqqlesRespiratory: Full-face organic vapor respirator to aDDroximately 5 DDm,
suDplied air resoirator 0 10 ppm above background
HAZARDOUS SUBSTANCF data sheft
name of SUBSTANCE: Indene
Co,rnrnon:__Indonaphthene r, . .- ------- Chemical Cq f-ig
I. PHYSICAL/CHEMICAL PROPERTIES
Normal physical state- Molecular weight DensitySpecific Gravity Solubility: (water)Solubi1ity:
SOURCE
Gas"116.17"
_Liquid _gm/ml "Hazard lTne"
Solid
”1.006insoluble
T
Boiling Point Melting Point Vapor Pressure Vapor Density Flash Point Auto ignition point Odor Threshold LEI Combustible DEL'Uombustib Ip
~359^F~@~T'atm'29T
N.A. mmHq
T73°F
H. PERMISSIBLE EXPOSURE LIMITS
10 ppm ACGIH is ppm ACGIH None Specified
CERCLA: Toxicity__2___lgni-tability
III.HAZARD CHARACTERISTICSReactivity 0 Persistenre 2
Site Hazard
YesYesNo
LowLow
Rationale
Only irritants at site concentrations
Yes
jHtry: InhalationIngestionSkin/eye Absorption"Skin/eye Contact ' ,e;s , ----------------------------------------------------
Incompatibilities K— -----------
Radioactive Alpha Radiation Beta Radiation Gamma Radiation
No
IV. PROTECTIVE CLOTHING Splash GarmentsBoots__Gloves: Inner
■>.. E-/e Protection" Respiratory:
_D;vek,; Regular or Polv1aminJfow
^°Pref1e jOutlr RubberWork
L
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