HomeMy WebLinkAboutMITIGATION 5/15/2003
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Global Environmental Focus
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May 15,2003
Mr. Howard H. Wines, III
Bakersfield Fire Department
Hazardous Materials Specialist
Office of Environmental Services
1715 Chester Avenue
Bakersfield, CA 93301
Subject: Hoist Investigation for Bakersfield Fire Department
For:
4308 Wible Road
Bakersfield, California 93313
Project # P2-93313-041103
Dear Mr. Wines:
Enclosed please find one (1) copy of the Hoist Investigation Report, for the above-
mentioned property.
Please call us if you have any questions.
We sincerely appreciate your business. Thank: you for your confidence in Glenfos, Inc.
and we always look forward to working with you.
Enclosures: 1 Report
Los An~eles Office
9620 Topanga Canyon Place, Suite F, Chatsworth, CA 91311
Tel.: (800) 777-GLEN (818)701-1207 (949) 499-5898 Fax: (818)7QI-7401
San Francisco Office
210 Fell Street, Suite lOS, San Francisco, CA 94102
Tel.: (877) 777-G~EN Tel: (41~) 552-4105 ~ax: ~(415) 552-35~9 __ _
California Contractor License #725763
Visit our web site- www.GLENF<;)S.com ---
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S Inc.
PHASE II ENVIRONMENTAL SITE ASSESSMENT
SOIL SAMPLING
of
4306 D and 4312 Wible Road
Bakersfield, California 93313
Prepared for
Mr. Billy Joe Johnson
Project # P2-93313-041103
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S Inc.
PHASE II ENVIRONMENTAL SITE ASSESSMENT
SOIL SAMPLING
of
4306 D and 4312 Wible Road
Bakersfield, California 93313
Prepared for
Mr. Billy Joe Johnson
Prepared by
Glenfos, Inc.
~
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'. ~ -
Steven R. McCollum, RG 3398
Director Environmental Services
Project # P2-93313-041103
May 16, 2003
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Los An~eles Office
9620 Topanga Canyon Place, Suite F, Chatsworth, CA 91311
Tel.: (800) 777-GLEN (818) 701-1207 (949)499-5898 Fax: (818) 701-7401
San Francisco Office
210 Fell Street, Suite lOS, San Francisco, CA 94102
Tel.: (877) 777-GLEN Tel: (415) 552-4105 Fax: (415) 552-3509
California Contractor License #725763
Visit our web site - www.GLENFOS.com
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EXECUTIVE SUMMARY
At the request of Mr. Billy Joe Johnson, Glenfos performed a Phase II Environmental Site
Assessment at 4306 D and 4312 Wible Road in the City of Bakersfield, California. The purpose
of this survey was to assess the extent of possible petroleum hydrocarbon contamination
associated with former hydraulic hoists.
On May 2, 2003, under the direction of a Glenfos engineer, Kehoe Testing and Engineering
(KTE) performed soil sampling at the subject site, Soil samples were collected at a depth of
approximately 10 feet from six probes (SS-l to SS-6). Sample probes were spaced in a manner
to characterize possible soil contamination at the subject site in the area of the former hoists.
The soil sample results indicate that no petroleum hydrocarbons were found above the detection
limit in any of the samples.
Based on the information gathered during the performance ofthis assessment, it is our opinion
that no releases of petroleum hydrocarbons has occurred in the area ofthe former hoists. Hence,
Glenfos recommends no further investigation ofthis area.
-000-
Mr, Billy Joe Johnson
JG, 4306 D and 4312 Wible Road
GlenJos, Inc.
Pl-93313-041/03
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TABLE OF CONTENTS
SECTION TITLE
1.0 SCOPE
. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .
2.0 BACKGROUND ......................................
2.1 Site Description
2.2 Reports by Others
3.0 ENVIRONMENTAL SETTING ..........."............
3,1 Regional Physiographic Setting
3.2 Geologic Conditions
3.3 Groundwater Conditions
3.4 Potential Pathways of Contaminant Migration
4.0 SOIL SAMPLING ....................................
4.1 Preliminary Activities
4.1.1 Site Safety Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
4.2 Field Procedures
4.2.1 Soil Sample Collection
4.2.2 Decontamination Procedures
4.2.3 Sample Probe Abandonment
4.3 Findings
4.3.1 Field Work
4.3.2 Laboratory Analyses
4.3.3 Laboratory Finding
5.0 CONCLUSIONS AND RECOMMENDATIONS
. ... . . . . . . .
6.0 LIMITATIONS .............,..................,.,...
7.1 Liability Release
7.2 Confidentiality
Mr, Billy Joe Johnson
JG, 4306 D and 4312 Wible Road
-11-
PAGE
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- Glerifos, Inc,
P1-93313~041 103
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FIGURE 1:
FIGURE 2:
APPENDIX A
APPENDIX B
APPENDIX C
LIST OF FIGURES
Site Location Map
Sample Location Map
LIST OF APPENDICES
Site Photographs
Site Safety Plan
Laboratory Report
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1.0 SCOPE
At the request of Mr. Billy Joe Johnson, Glenfos perfonned a Phase II Environmental Site
Assessment at 4306 D and 4312 Wible Road in the City of Bakersfield, California. The purpose
of this survey was to assess the extent of possible petroleum hydrocarbon contamination
associated with fonner hydraulic hoists.
To accomplish these objectives, we perfonned six (6) borings next to the fonner hoists. A site
safety plan was prepared prior to the investigation. The location ofthe site is shown on Figure
1, Site Location Map. The Sample Location Map (Figure 3 & 4) shows the locations of the soil
samples. Photographs documenting field activities are presented in Appendix A.
Mr, Billy Joe Johnson
JG, 4306 D and 4312 Wible Road
-1-
Glenfos, Inc.
P1-93313-041103
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2.0 BACKGROUND
2.1 Site Description
The subject site, at 4306 D and 4312 Wible Road, is located in the City of Bakersfield, Kern
County, California. The site is situated on the east side of Wible Road (Figure2)
2.2 Previous Reports
Phase I
At the request of Mr. Billy Joe Johnson, Glenfos has completed an Environmental Site
Assessment (P 1-93313-1 00302) ofthe property located at 4300-4404 Wible Road in the County
of Bakersfield, California. The objective ofthis assessment was to evaluate the potential for soil
and groundwater contamination at the site. To accomplish this, Glenfos visually examined the
site, and reviewed relevant regulatory records and records related to the site's history. The
subject property is currently occupied by a commercial office building. This environmental
assessment report was prepared in general compliance with ASTM E1527-97 standards for a
Phase- I Environmental Site Assessment.
The historical review extends back to 1937, indicates that the subject site was agriculturally
developed in 1937 to 1956. Barns and sheds occupied a portion ofthe site at this time. The site
was improved with two rectangular shaped buildings in 1975. Beginning in 1979 the site is
improved with ten new rectangular-shaped buildings. Potential environmental concerns are
noted regarding the barns and sheds that were used for storing and dispensing agricultural
chemicals.
Our reconnaissance found the site improved with ten industrial buildings and associated asphalt
parking lot. Aboveground hydraulic hoist are located at 4300 suite A and 4318 Wible Road.
Underground hydraulic hoists are located at 4306 Suite D and 4312 Wible Road. Batteries and
automotive parts are stored at 4306 suites A & Band 4308 suites A & B. An automotive paint
spray booth is located at 4316 Wible Road. Spray painting chemicals are also stored in this area,
Calcium carbonate (boric acid), magnesium carbonate and potassium carbonate are stored at
Mr. Billy Joe Johnson
JG. 4306 D and 4312 Wible Road
-2-
~ (Jlenfos, Inc.
, Pl-93313-041l03
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4322 Wible Road. Automotive repair and maintenance chemicals are stored at several of the
suites. No spills or stains were observed in these areas. Two pad-mounted transfonners are
located next to 4300 and 4308 Wible Road. No stains or leaks were observed in this area. The
buildings at the site are of an age to potentially have significant quantities of asbestos containing
building materials.
Fire Department records indicate the storage and distribution of agricultural chemicals on the
subject site. Additionally, the use of aliphatic petroleum, xylene, toluene xylene and ethytbenzne
is also documented. The site is listed as having a 5,000 gallon waste UST. No documents were
found for its installation or removal.
It is our opinion that additional assessment related to soil or groundwater is warranted at this
time. Further, in the event that site use changes, the presence of agricultural chemicals may be
of environmental consequence, and additional assessment may be warranted. Further, if
remodeling or demolition is planned, a comprehensive asbestos survey is recommended.
Phase II
At the request of Community Commerce Bank, Glenfos perfonned a Subsurface Investigation
(P2-93313-022103) at 4300-4404 Wible Road in the City of Bakersfield, California. The
purpose of this survey was to assess the extent of possible volatile organic chemical petroleum
hydrocarbon and agricultural chemical contamination associated with past and current industrial
operations.
On December 3,6 & 13 ,2002, twelve (15) soil gas vapor probes from fifteen (15) locations
were installed at the subject site. Five vapor samples were taken from the spray booth and 10
from the fonner underground storage tank: areas. Soil vapor samples were analyzed for Volatile
Organic Compounds (VOCs). Sixteen (16) soil samples were taken from areas of the fonner
agricultural chemical storage and hydraulic hoists areas, Soil samples were analyzed for Total
Petroleum Hydrocarbon (TPH) and semi-volatile organic compounds (SVOCs)
Mr, Billy Joe Johnson
JG, 4306Dand43J2 Wible Road
-3-
GlenJos, Inc.
PJ-93313-04JJ03
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The soil vapor survey found no detectable volatile organic compounds in the spray booth and
underground storage tank areas. The soil sample laboratory results did not indicate significant
semi-volatile compounds (including TICs) or petroleum hydrocarbon releases, except for a hoist
located at 4312 Wible Road, area ofH-I. The sample from H-1 at 10 feet encountered elevated
(3,300 mg/Kg) concentrations of petroleum hydrocarbons. Regulatory agencies commonly use
1,000 mg/Kg as the standard for requiring remediation when no significant VOCs are present.
The laboratory results indicate that this area has been impacted by a hydraulic oil to a depth of
at least 10 feet.
On March 3, 2003, a confinnatory sample was collected from H-I. This sample found no
petroleum hydrocarbons above the laboratory detection limit.
On March 17,2003, four other confinnatory samples were collected from the hydraulic hoists
at 4306 D Wible Road after the hoists were removed, The laboratory analysis found low (less
than 240 mg/Kg) concentration of petroleum hydrocarbons.
Based on the infonnation gathered during the perfonnance ofthis assessment, it is our opinion
that Volatile, Semi Volatile Organic Compounds, and petroleum hydrocarbons have not
impacted the soil in the investigated areas (except the area ofH-1 which was later remediated).
Hence, Glenfos recommends no further investigation.
Mr, Billy Joe Johnson
JG, 4306Dand4312 Wible Road
-4-
Glenfos, Inc.
Pl-93313-041103
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3.0 ENVIRONMENTAL SETTING
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3.1 Regional Physiographic Conditions
Geologic conditions reported, are from the United States Geological Survey, Professional Paper
No. 140 l-C, "Geology of the Fresh Ground-Water Basin of the Central Valley, California. with
Texture Maps and Sections," dated 1986, by R. W. Page. According to this report, the area near
the subject site is underlain by a Heterogeneous mix Miocene to Holocene. The Holocene
sediments generally consist of poorly sorted clay, silt, sand, and gravel. Underlying the Holocene
sediments are Eocene, Oligocene, Miocene and Pliocene deposits, consisting variously of Marine
clays, silts, sands, siltstone, shale, and mudstone. The shallow alluvial deposits are considered
to be water bearing, and there may be local, shallow, perched groundwater in existing clay layers
during wet years, and from local agricultural activities.
3.3 Groundwater Conditions
Records from the Kern County Water District, Water Supply Report, 1997, show the
groundwater contour elevations near the subject site to be approximately 350 feet above mean
sea level, and flowing southwest.
According to Mr. Tom Haslebacher, of the Kern County Water Agency, the depth to shallow
groundwater near the subject site has likely ranged from between 30 to 50 feet below grade
during the years of 1996-1997. The site elevation is about 485 feet above sea level, which
indicates a range of shallow groundwater elevations of between 435 and 455 feet above sea level.
The data indicate that 1) shallow perched groundwater is separated from the deeper groundwater
supply aquifer, and/or 2) groundwater flow changes with local conditions, and that it has been
directed mostly toward the southeast, with occasional seasonal flow direction changes. These
changes in flow direction are likely due to local municipal pumping of groundwater, and partly
from seasonal conditions.
3.4 Potential Pathways of Contaminant Migration
The groundwater flow direction may govern the spread of contaminants, Hence, the potential
Mr, Billy Joe Johnson
JG. 4306 D and 4312 Wible Road
-5-
Glen/os, Inc.
P1-93313-041103
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contaminant sources most likely to impact the near surface soil at the site are either upgradient,
upslope or opposite the depositional direction of sediments. For the subject site, the potential
sources would generally be adjacent to the north-northwest, or northwest.
Mr, Billy Joe Johnson
JG. 4306Dand4312 Wible Road
-6-
Glen/os, Inc.
Pl-93313-041103
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4.0 SOIL SAMPLING
4.1 Preliminary Activities
Preliminary activities included the preparation of a Site Safety Plan.
4.1.1 Site Safety Plan
Glenfos prepared a Site Safety Plan (SSP) to provide for the health and safety of site
personnel. This plan was based on the background infonnation collected during our
preliminary assessment of the site. The SSP describes potential physical and chemical
hazards, protective equipment, specific responsibilities, and emergency procedures. The
SSP was presented to site personnel by our site safety officer before starting assessment
activities. The related site safety documentation was kept in a visible and easily accessible
location during the project so that safety procedures related to potentially hazardous
conditions or an emergency could be quickly accessed. A copy of the SSP is presented in
Appendix B.
4.2 Field Procedures
On May 2, 2003, under the direction of a Glenfos engineer, and supervision of Mr. Howard H.
Wines of the Bakersfield Fire Department, Kehoe Testing and Engineering (KTE), perfonned
soil sampling at the subject site (Photograph 1 and 2), Soil samples were collected at a depth of
approximately 10 feet from six (6) probes (SS-1 to SS-6, Figures 3 and 4), Sample probes were
placed in the fonner location of the six hydraulic pistons located at 4306 D and 4312 Wible
Road.
4.2.1 Soil Sample Collection
A limited access direct push/drill rig was used to perfonn the soil sampling at the subject
site at borings SS-1 through SS-6, A sampling rod was pushed through the overlying
ground to allow soil sampling. Sampling was perfonned by hammering a 2-inch-diameter
sampler to a depth of 10 feet. Samples were collected in 3 foot clear acetate core liners.
Mr, Billy Joe Johnson
JG. 4306Dand4312 Wible Road
-7-
Glenfos, Inc.
Pl-93313-041103
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4.2.2 Decontamination Procedures
A pre-cleaned sampling probe and sample sleeves were delivered to the site by the
excavation contractor. Hence, no decontamination was performed on the site.
4.2.3 Sample Probe Abandonment
The probe holes were abandoned by grouting with a bentonite sand. The upper one inch of
the hole was backfilled to grade with concrete patch at probe locations.
4.3 Findings
4.3.1 Field Work
Subsurface soil conditions at this site were predominantly sandy soil from the ground
surface to a depth of approximately 10 feet. Groundwater was not encountered at the time
of the investigation.
4.3.2 Laboratory Analyses
The soil samples (SS-l through 88-6) were delivered to a certified laboratory and analyzed
for Total Recoverable Petroleum Hydrocarbons using EPA Method 418.1.
4.3.3 Laboratory Findings
During this investigation, no Total Recoverable Petroleum Hydrocarbons were detected
above the laboratory reporting limit in any of the samples. A complete table of analytical
results is included in Appendix C.
Mr, Billy Joe Johnson
JG. 4306 D and 4312 Wible Road
-8-
Glenfos, Inc.
P 1 "93313"0411 03
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5.0 CONCLUSIONS AND RECOMMENDATIONS
At the request of Mr. Billy Joe Johnson, Glenfos performed a Phase II Environmental Site
Assessment at 4306 D and 4312 Wible Road in the City of Bakersfield, California. The purpose
of this survey was to assess the extent of possible petroleum hydrocarbon contamination
associated with former hydraulic hoists.
On May 2, 2003, under the direction of a Glenfos engineer, Kehoe Testing and Engineering
(KTE) performed soil sampling at the subject site. Soil samples were collected at a depth of
approximately 10 feet from six probes (SS-l to SS-6). Sample probes were spaced in a manner
to characterize possible soil contamination at the subject site in the area of the former hoists.
The soil sample results indicate that no petroleum hydrocarbons were found above the detection
limit in any of the samples.
Based on the information gathered during the performance of this assessment, it is our opinion
that no releases of petroleum hydrocarbons has occurred in the area ofthe former hoists. Hence,
Glenfos recommends no further investigation of this area.
Mr, Billy Joe Johnson
JG. 4306 D and 4312 Wible Road
-9-
Glenfos, Inc.
P1-93313-041103
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6.0 LIMITATIONS
6.1 Liability Release
The professional opinions presented in this report have been developed using that degree of care
and skill ordinarily exercised, under similar circumstances, by reputable environmental
consultants practicing in this or similar localities. No other warranty, expressed or implied, is
made as to the professional advice included in this report. This report has been prepared for our
client and their consultants, to be used solely in evaluating potential environmental implications
at the site. This report has not been prepared for use by other parties, and may not contain
sufficient information for purposes of other parties or other uses.
6.2 Confidentiality
Glenfos agrees to hold the information contained in this report or any portion thereof,
confidential. This report, or information contained herein, will not be released to any party
except as required by law, without written consent from our client. Upon the receipt of client
approval, the report may be issued to the designated party.
Mr, Billy Joe Johnson
JG, 4306 D and 4312 Wible Road
-10-
Glenfos, Inc.
P1-93313-041103 ,
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FIGURES
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king Plant
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4306 D and 4312 Wible Road
Bakersfield, California 93313
P2-93313-041103
I
GLENFOS. INC.
Reference: U,S,G,S, Tpopgraphic Map:
Gosford, California 1954, (1973)
Scale 1 "=2,000 '
SITE LOCATION MAP
~
FIGURE
1
9620 TOPANGA CANYON PLACE, SUITE F
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J [}314 1 4316 , 4318
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1 - paint sp ay booth CJ\
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storage ~
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4306 D and 4312 Wible Road
Bakersfield, CA 93313 FACILITY LAYOUT FIGURE
P2-93313-041103
~I FNFOS IN~ MAP ~ 2
9620 TOPANGA CANYON PLACE, SUITE F NOT TO SCALE
CHATSWORTH CALIFORNIA 91311
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4306 D Wible Road
0 15' Legf!nd
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Approximate Scale . soil sample location
4306 D and 4312 Wible Road
Bakersfield, CA 93313 SAMPLE LOCATION MAP FIGURE
P2-93313-041103 ""
GLENFOS. INC. ~ 3
'0NIs!7iiU12J!t&i,!1S==~-"=~-
9620 TOPANGA CANYON PLA~~;~,UITE F
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4312 Wible Road
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Approximate Scale . soil sample location
4306 D and 4312 Wible Road FIGURE
Bakersfield, CA 93313 SAMPLE LOCATION MAP
P2-93313-041103 ~ ""
GLENFO~,JNC. 4
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9620 TOPANGA CANYON PLA~~;,,~UITE F
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APPENDIX A
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PHASE II ENVIRONMENTAL SITE ASSESSMENT
4306 D and 4312 Wible Road
Bakersfield, California 93313
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Photograph 1: Looking west is front view of subject site located at 4306 D Wible Road.
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Photograph 2: Looking northeast is front view of subject site located at 4312 Wible Road.
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,HI', Hilly Joe Johnson
JG, 4306 0 and 4312 Wible Road
Glen/os, file,
P2-93313·041103
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PHASE II ENVIRON"MENT AL SITE ASSESSMENT
4306 D and 4312 Wible Road
Bakersfield, California 93313
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Photograph 3: View of soil sampling performed at 4306 D Wible Road
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View of soil sampling performed at 4312 D Wible Road
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Mr, Bill)' .Ioe .Iohnson
.IG, 4306 f) IInd 4312 Wible ROlld
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Glen/os. fnc,
P2-93313-04/103
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APPENDIX B
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GLENFOS Inc.
~w~,:~:'::\:::::::""""',:"""':"'···'"
Global Environmental Focus
SITE SAFETY PLAN
A. SITE DESCRIPTION
Date: April 24, 2003
Location: 4306 D & 4312 Wible Road
Bakersfield, California 93313
Hazards: petroleum hydrocarbons,
B. ENTRY OBJECTIVES
Soil sampling to a de th of 10 feet from former hydraulic hoist excavations.
c.
ORGANIZATION AND COORDINATION
Project Manager:
Javier Garcia
Technical/Site Safety:
Javier Garcia
D.
ON-SITE CONTROL
On-site Command Post: Glenfos Field Vehicle
Phone No.: Mr. Javier Garcia's cell (818) 800-9729
Exclusion Zon.e: To be determined by site Safety Officer
Support Zone: To be determined by site Safety Officer
E. PHYSICAL HAZARDS
1. Visual physical/mechanical hazards associated with soil vapor sampling and drilling.
2, Underground utilities, especially pipelines and fiber optics cables.
3. Operations associated with geophysical survey,
Los Anee1es Office
9620 Topanga Canyon Place, Suite F, Chatsworth, CA 91311
Tel.: (800)777-GLEN (818) 701-1207 (949)499-5898 Fax: (818)701-74011
San Francisco Office
210 Fell Street, Suite 105, San Francisco, CA 94102
Tel.: (877) 777-GLEN Tel: (415) 552-4105 Fax: (415) 552-3509
California Contractor License #725763
Visit our web site - www.GLENFOS.com
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F. CHEMICAL HAZARDS
The Following substances are suspected to be on site. The primary hazards of each are identified.
Petroleum Hydrocarbons
vanous
The Materials Safety Data Sheets (MSDS) for the listed substances are attached.
G. PERSONAL PROTECTIVE EQillPMENT.
Protective equipment required for the assessment includes boots, hard hats, gloves, eye protection, and
ear protection as needed,
H. SPECIAL CONSIDERATIONS
1. All personnel must wear gloves, boots, and eye protection when in close proximity of soil vapor
probing equipment.
2. Establish clear lines of communication with Glenfos field personnel. Make eye contact with soil
vapor technician before walking or driving in the area of field activities.
I. SITE SAFETY AND HEALTH PLAN
1. Javier Garcia is the designated site Safety Officer and is directly responsible to the Project Team
Leader for Safety recommendations on site.
2. Emergency Medical Care: The closest hospital to the site is:
Urgent Care South, 2400 Wible Road, California 93304
3 Ambulance Emergency Dispatch is 911.
First-aid equipment is available on site at the following locations:
First-aid kit:
Glenfos Field Vehicle
Emergency eye wash:
Glenfos Field Vehicle
List of emergency phone number:
Emergency Phone List:
911
Ambulance/PolicelFire
911
Fire/Explosion: Upon notification of a fire or explosion on site, the designated emergency
Billy Joe Hohnson
4306 & 4312 Wible Road
Glenfos, Inc.
P2-93313-041103
2
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signal HORN BLAST shall be sounded and all site personnel moved to a safe distance from
the involved area.
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Personal Protective Equipment Failure: If any site worker experiences a failure or
alteration of protective equipment that affects the protection factor, that person and hislher
buddy shall immediately leave the Exclusion Zone. Re-entry shall not be permitted until the
equipment has been repaired or replaced.
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Other Equipment Failure: If any other equipment on site fails to operate properly, the
Project Team Leader and Site Officer shall be notified and then determine the effect ofthis
failure on continuing operations on site. If the failure affects the safety of personnel or
prevents completion of the work Plan tasks, all personnel shall leave the Exclusion Zone
until the situation is evaluated and appropriate actions taken.
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2. Emergency Procedures (should be modified as required for incident)
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The following standard emergency procedures will be used by on-site personnel. The Site Safety
Officer shall be notified of anyon-site emergencies and be responsible for insuring that the
appropriate procedures are followed.
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· Personnel Injury in the Exclusion Zone: Upon notification of an injury in
the Exclusion Zone, the designated emergency signal HORN BLAST shall be
sounded. All site personnel shall assemble at the decontamination line. The
rescue team will enter the Exclusion Zone (if required) to remove the injured
person to the hotline. The Site Safety Officer and Project Team Leader should
evaluate the nature of the injury, and the affected person should be
decontaminated to the extent possible prior to movement to the Support Zone.
The on-site EMT shall initiate the appropriate first aid, and contact should be
made for an ambulance and with the designated medical facility (if required).
No personal shall re-enter the Exclusion Zone until the cause of the injury or
symptoms is determined,
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Personnel Injury in the Support Zone: Upon notification of an injury in the
Support Zone, the Project Team and Site Safety Officer will assess the nature
of the injury. If the cause of the injury or loss of the injured person does not
affect the performance of site personnel, operations may continue, with the on-
site EMT initiating the appropriate first aid and necessary follow-up as stated
above. If the injury increases the risk to others, the designated emergency
signal HORN BLAST shall be sounded and all site personnel shall move to
the decontamination line for further instructions. Activities on site will stop
until the added risk is removed or minimized.
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Billy Joe Hohnson
4306 & 4312 Wible Road
3
Glenfos, Inc.
P2-93313-041103
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All field personnel have read the above plan and are familiar with
its provisions.
Site Safety Officer:
Signature: ~ ' k-
Signahrre: ,IF- ~-£.
Signahrre: 77 ~
Javier Garcia
Drilling Operator:
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S"1~-ffr¡lK
kl-7 S~h.1
Signature:
Enc1.: MSDS
Hospital Route
Billy Joe Hohnson
4306 & 4312 Wible Road
Glenfos, Inc.
P2-93313-041103
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4306 D & 4312 Wible Road
Bakersfield, California 93313
WP-93313-041103
Hospital Route
FIGURE
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PETROLEUM HYDROCARBON
Page 1 of8
Djyi~iº-I.t_ºf Facjlities Services
DOD Hazardous Material Information (ANSI Format)
For Cornell University Convenience Only
r-:-'~-"--""'-.
PETROLEUM HYDROCARBON
'---.,
,.,.,..., -.. w - "-~""W v_n-~u==___,', -,wm~~~_._··_______y 'm"_. _'._...~ ."."^". ~,~.__ '. ~ "'~"mmM
SççtiQnl- PrQdµctan.dCQmpanyJdçntifiGatiQp SççtiQn9",:_PhYSi,çal&Chemiçal
Properties
S.ect,i.Qn,..,2",:",CQillPQsilQnllnfQrmatiQnQIllpgredjçpts ,SççtiQIlmLO",:"StaÞility&",ReaçtivjtyÐam I
SççtiQP..3, ,-"Hazards"IdçntifiçatiQn,IIlç,lµding",Emergem:y SççtiQnlJ:lmdçQlQgjçalJIlfm!!mtiQIl
Qveryiçw
I SeçtiQn4 ,.:,., EiJstAidMea~mres IISeetiQIl",12",:, EçQ,lQgieal,JIl.fÞrmatiQIl I
I ScctiQn 5,-,.FireFightil'lKMeasmes II·S,eçtiQn11:mDi.sPQsalmCQp.sideratiQns I
Section 6,..:""Aç.çi,dental",RçleaseMeasme.s Section 14 - MSDS Transport
InfmIDatiQn
I SççJiQl1, 7:Hal'ldlil'lKandStQIage IISççtiQIl""15,:",,RegµJatm:y...lnfQffiJaÜQn I
liS . 8 Exposure Controls & Personal Protection I Section 16 Other Infoffi1ation I
ectlOn - -
The information in this document is compiled fTom information maintained by the United States
Department of Defense (DOD). Anyone using this information is solely reponsible for the accuracy and
applicability of this information to a particular use or situation.
Cornell University does not in any way warrant or imply the applicability, viability or use ofthis
information to any person or for use in any situation,
A_~_~__#
Section 1 - Product and Company Identification
PETROLEUM HYDROCARBON
Product Identification: PETROLEUM HYDROCARBON
Date ofMSDS: 01/01/1985 Technical Review Date: 04/14/1982
FSC: 9150 NIIN: LIIN: 00D000373
Submitter: D DG
Status Code: C
MFN: 01
Article: N
Kit Part: N
http://msds.pdc.comell.edu/msds/msdsdod/a194/m96894.htm
4/23/2003
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PETROLEUM HYDROCARBON
Page 2 of8
Manufacturer's Information
Manufacturer's Name: WITCO(GOLDEN BEAR DIVISION)
Manufacturer's Addressl:
Manufacturer's Address2: N/P, NK 00000
Manufacturer's Country: NK
General Information Telephone:
Emergency Telephone: 805-393-7110
Emergency Telephone: 805-393-7110
MSDS Preparer's Name: NIP
Proprietary: N
Reviewed: Y
Published: Y
CAGE: D0968
Special Project Code: N
Contractor Information
Contractor's Name: WITCO GOLDEN BEAR DIVISION
Contractor's Addressl: 101 00 SANTA MONICA BLVD SUITE 1470
Contractor's Address2: LOS ANGELES, CA 90067
Contractor's Telephone: 805-393-7110
Contractor's CAGE: 5H505
Contractor Information
Contractor's Name: WITCO(GOLDEN BEAR DIVISION)
Contractor's Addressl: UNKNOWN
Contractor's Address2: UNKNOWN, NK 00000
Contractor's Telephone: UNKNOWN
Contractor's CAGE: D0968
Section 2 - Compositon/Information on Ingredients
PETROLEUM HYDROCARBON
Ingredient Name: PETROLEUM HYDROCARBONS.
Ingredient CAS Number: Ingredient CAS Code: X
RTECS Number: RTECS Code: X
=WT: =WT Code:
=V olume: =V olume Code:
>WT: >WT Code:
>Volume: >Volume Code:
<WT: <WT Code:
<V olume: <Volume Code:
% Low WT: % Low WT Code:
% High WT: % High WT Code:
% Low Volume: % Low Volume Code:
% High Volume: % High Volume Code:
% Text: 100.
% Enviromental Weight:
Other REC Limits: NIP
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PETROLEUM HYDROCARBON
Page 3 of8
OSHA PEL: NIP OSHA PEL Code:
OSHA STEL: OSHA STEL Code:
ACGIH TL V: UNKNOWN ACGIH TL V Code: M
ACGIH STEL: NIP ACGIH STEL Code:
EP A Reporting Quantity:
DOT Reporting Quantity:
Ozone Depleting Chemical:
Section 3 - Hazards Identification, Including Emergency Overview
PETROLEUM HYDROCARBON
Health Hazards Acute & Chronic: NIP
Signs & Symptoms of Overexposure:
DERMATITIS IN VERY SENSITIVE INDIVIDUALS
Medical Conditions Aggravated by Exposure:
NIP
LDSO LCSO Mixture: NIP
Route of Entry Indicators:
Inhalation: NIP
Skin: NIP
Ingestion: NIP
Carcenogenicity Indicators
NTP: NIP
IARC: NIP
OSHA: NIP
Carcinogenicity Explanation: NIP
Section 4 - First Aid Measures
PETROLEUM HYDROCARBON
First Aid:
EYES:FLUSH WITH LARGE QUANTITIES OF WATER-CONTACT MD.SKIN CONTACT:WASH
WITH SOAP & W A TER.IF SW ALLOWED:CONTACT DOCTOR.
Section 5 - Fire Fighting Measures
PETROLEUM HYDROCARBON
Fire Fighting Procedures:
STANDARD PETROLEUM PROCEDURES
Unusual Fire or Explosion Hazard:
NONE
Extinguishing Media:
DRY CHEMICAL,CO*2,WATER SPRAY
Flash Point: Flash Point Text: 400F COC
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PETROLEUM HYDROCARBON
Page 4 of8
Autoignition Temperature:
Autoignition Temperature Text: NI A
Lower Limit(s): UNK
Upper Limit(s): UNK
Section 6 - Accidental Release Measures
PETROLEUM HYDROCARBON
Spill Release Procedures:
REMOVE WITH ABSORBENT MATERIAL SUCH AS SAND,CLAY,ETC;REMOVE FROM
WATER BY SKIMMING.
Section 7 - Handling and Storage
PETROLEUM HYDROCARBON
~~"'.'.''''''--''--,",~''----'''-~,",,'-~-~'''
Handling and Storage Precautions:
Other Precautions:
---~---
Section 8 - Exposure Controls & Personal Protection
PETROLEUM HYDROCARBON
Repiratory Protection:
NONE
Ventilation:
NONE
Protective Gloves:
OIL RESISTANT
Eye Protection: SAFETY GLASSES.
Other Protective Equipment: NONE
Work Hygenic Practices: NIP
Supplemental Health & Safety Information: NIP
Section 9 - Physical & Chemical Properties
PETROLEUM HYDROCARBON
HCC: V6
NRC/State License Number:
Net Property Weight for Ammo:
Boiling Point: Boiling Point Text: NI A
Melting/Freezing Point: Melting/Freezing Text: NI A
Decomposition Point: Decomposition Text: NI A
Vapor Pressure: NI A Vapor Density: NI A
Percent Volatile Organic Content:
Specific Gravity: 0.9182
Volatile Organic Content Pounds per Gallon:
pH: NIP
Volatile Organic Content Grams per Liter:
Viscosity: NIP
Evaporation Weight and Reference: N/A
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PETROLEUM HYDROCARBON
Page 5 of8
Solubility in Water: NEGLIGIBLE
Appearance and Odor: OILY LIQUID,NO OBJECTIONABLE ODOR
Percent Volatiles by Volume: N/ A
Corrosion Rate: NIP
Section 10 - Stability & Reactivity Data
PETROLEUM HYDROCARBON
Stability Indicator: YES
Materials to Avoid:
AVOID CONTACT WITH STRONG OXIDIZING AGENTS.
Stability Condition to Avoid:
NIP
Hazardous Decomposition Products:
NIP
Hazardous Polymerization Indicator: NO
Conditions to Avoid Polymerization:
NIP
Section 11 - Toxicological Information
PETROLEUM HYDROCARBON
Toxicological Information:
NIP
Section 12 - Ecological Information
PETROLEUM HYDROCARBON
""-,,,,-<",,.~.._..,,.._..,,..~~,.__........,..~...,..c<-,-.~.,.-,....~_~_____,-----..-~_~_~..,,..,.,.,.:,".,
"-""~",",,,,,,,,,,,.,.,....--,,,,,,-,
Ecological Information:
NIP
Section 13 - Disposal Considerations
PETROLEUM HYDROCARBON
Waste Disposal Methods:
ABSORPTION OR CONTROLLED BURNING.LOCAL,STATE & FEDERAL REGULATIONS
SHOULD BE OBSERVED.
Section 14 - MSDS Transport Information
PETROLEUM HYDROCARBON
Transport Information:
NIP
Section 15 - Regulatory Information
PETROLEUM HYDROCARBON
-=~~".,..".....~~-
SARA Title III Information:
NIP
Federal Regulatory Information:
NIP
State Regulatory Information:
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PETROLEUM HYDROCARBON
NIP
Page 6 of8
Section 16 - Other Information
PETROLEUM HYDROCARBON
Other Information:
NIP
HMIS Transportation Information
Product Identification: PETROLEUM HYDROCARBON
Transporation ID Number: 599
Responsible Party CAGE: D0968
Date MSDS Prepared: 01/01/1985
Date MSDS Reviewed: 04/14/1982
MFN: 04/14/1982
Submitter: D DG
Status Code: C
Container Information
Unit of Issue: NK
Container Quantity: NK
Type of Container:
Net Unit Weight:
Article without MSDS: N
Technical Entry NOS Shipping Number:
Radioactivity:
Form:
Net Explosive Weight:
Coast Guard Ammunition Code:
Magnetism: NIP
AF MMAC Code:
DOD Exemption Number:
Limited Quantity Indicator:
Multiple Kit Number: 0
Kit Indicator: N
Kit Part Indicator: N
Review Indicator: Y
Additional Data:
ITEM IS NOT REGULATED FOR TRANSPORTATION.
Department of Transportation Information
DOT Proper Shipping Name: NOT REGULATED BY THIS MODE OF TRANSPORTATION
DOT PSN Code: ZZZ
Symbols: NIR
DOT PSN Modifier:
Hazard Class: NIR
UN ID Number: NIR
DOT Packaging Group: NIR
Label: NIR
Special Provision(s): N/R
Packaging Exception: NIR
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PETROLEUM HYDROCARBON
Page 70f8
Non Bulk Packaging: N/R
Bulk Packaging: N/R
Maximimum Quanity in Passenger Area: N/R
Maximimum Quanity in Cargo Area: N/R
Stow in Vessel Requirements: N/R
Requirements Water/Sp/Other: N/R
IMO Detail Information
IMO Proper Shipping Name: NOT REGULATED FOR THIS MODE OF TRANSPORTATION
IMO PSN Code: ZZZ
IMO PSN Modifier:
IMDG Page Number: N/R
UN Number: N/R
UN Hazard Class: N/R
IMO Packaging Group: N/R
Subsidiary Risk Label: N/R
EMS Number: N/R
Medical First Aid Guide Number: N/R
lATA Detail Information
lATA Proper Shipping Name: NOT REGULATED BY THIS MODE OF TRANSPORTATION
lATA PSN Code: ZZZ
IA T A PSN Modifier:
lATA UN Id Number: N/R
lATA UN Class: N/R
Subsidiary Risk Class: N/R
UN Packaging Group: N/R
lATA Label: N/R
Packaging Note for Passengers: N/R
Maximum Quantity for Passengers: N/R
Packaging Note for Cargo: N/R
Maximum Quantity for Cargo: N/R
Exceptions: N/R
AFI Detail Information
AFI Proper Shipping Name: NOT REGULATED BY THIS MODE OF TRANSPORTATION
AFI Symbols:
AFI PSN Code: ZZZ
AFI PSN Modifier:
AFI UN Id Number: N/R
AFI Hazard Class: N/R
AFI Packing Group: N/R
AFI Label: N/R
Special Provisions: N/ A
Back Pack Reference: N/ A
HAZCOM Label Information
Product Identification: PETROLEUM HYDROCARBON
CAGE: D0968
Assigned Individual: Y
Company Name: WITCO(GOLDEN BEAR DIVISION)
Company PO Box:
Company Street Addressl: UNKNOWN
Company Street Address2: UNKNOWN, NK 00000 NK
Health Emergency Telephone: 805-393-7110
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PETROLEUM HYDROCARBON
Page 8 of8
Label Required Indicator: Y
Date Label Reviewed: 12/16/1998
Status Code: C
Manufacturer's Label Number:
Date of Label: 12/16/1998
Year Procured: NIK
Organization Code: G
Chronic Hazard Indicator: NIP
Eye Protection Indicator: NIP
Skin Protection Indicator: NIP
Respiratory Protection Indicator: NIP
Signal Word: NIP
Health Hazard:
Contact Hazard:
Fire Hazard:
Reactivity Hazard:
"~'~-'~"-"""-~- ,
8/8/2002 7: 1 7 :21 AM
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4306 D & 4312 Wible Road
Bakersfield, California 93313
WP-93313-041103
Hospital Route
FIGURE
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9620 TOPANGA CANYON PLACE, SUITE F
CHATSWORTH CALIFORNIA 91311
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APPENDIX C
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Client:
Project No.:
Project Name:
Sample Matrix:
Method:
Glenfos, Inc.
N/A
Bakersfield
Soil
418.1 (TRPH)
LABORATORY ANALYSIS RESULTS
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Page 1 of 1
AA Project No.: A179379
Date Received: 05/02/03
Date Reported: 05/07/03
Units: mg/Kg
AA I.D. No. Client I.D. No.
Date Date Date
Extracted Sampled Analyzed DF Resu Its MRL
05/06/03 05/02/03 05/06/03 1.0 <5 5
05/06/03 05/02/03 05/06/03 1.0 <5 5
05/06/03 05/02/03 05/06/03 1.0 <5 5
05/06/03 05/02/03 05/06/03 1.0 <5 5
05/06/03 05/02/03 05/06/03 1.0 <5 5
05/06/03 05/02/03 05/06/03 1.0 <5 5
J: Estimated Value DF: Dilution Factor
153561 SS-1
153562 SS-2
153563 SS-3
153564 SS-4
153565 SS-5
153566 SS-6
MRL: Method Reporting Limit
~.Á
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998-5547 · · Fax: (818) 998-7258
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LABORATORY QAlQC REPORT
Client: Glenfos, Inc.
Project Name: Bakersfield
Method: 418.1 (TRPH)
Sample ID: Reagent Blank
Project No.: N/A
AA Project No.: A179379
Date Analyzed: 05/06/03
Date Reported: 05/07/03
Page 1 of 1
Compounds
TRPH
Results
mg/Kg
<5
MRL
5
MRL: Method Reporting Limit
~-~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 . . Fax: (818) 998 - 7258
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A'4/1lVPCS
LABORATORY QAlQC REPORT
Page 1 of 1
Client: Glenfos, Inc.
Project Name: Bakersfield
Method: 418.1 (TRPH)
Sample 10: Laboratory Control Standard
Concentration: 40 mg/Kg
Project No.: N/A
AA Project No. A 179379
Date Analyzed: 05/06/03
Date Reported: 05/07/03
Compounds
Recovered
Amount (mgIKg)
40.4
Recovery
(%)
101
Acceptable
Range (%)
30 - 170
TRPH
~-~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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Client:
Project Name:
Method:
Sample ID:
Concentration:
Glenfos, Inc.
Bakersfield
418,1 (TRPH)
Matrix Spike
40 mg/Kg
LABORATORY QAlQC REPORT
Page 1 of 1
AA ID No: 153561
Project No.: N/A
AA Project No. A 179379
Date Analyzed: 05/06/03
Date Reported: 05/07/03
Compounds
TRPH
Result
(mg/Kg)
37.7
Spike
Recovery
('Yo)
94
Dup.
Result
(mg/Kg)
39.5
Spike/Dup.
Recovery
('Yo)
99
RPD
('Yo)
Accept. Rec.
Range ('Yo)
5
71 - 129
~-~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
~
-------------------,
DA TE: 5:/- lLQ J
PAGE -L OF ,--,--
AMERICAN ANALYTICS CHAIN-OF-CUSTODY RECORD
9765 ETON AVE., CHA TSWORTH, CA 91311 N ~ 300999
Tel: 818-998-5547 FAX: 818-998·7258
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Phone ç
P.O. No.
Cllenrs Project No.
AN. Client's Comment
Special Test
Requirements I Comments
Le,. - Turnaround Time
Detection Limits
tbnber Data Package....,)
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GLENFOS Inc.
v,····,',....
- G '
lobal EnVIronmental Focus
Los Angeles Office
9620 Topanga Canyon Place, Suite F, Chatsworth, CA 91311
Tel.: (800) 777-GLEN (818) 701-1207 (949) 499-5898 Fax: (818) 701-7401
California Contractor License #725763
San Francisco Office
210 Fell Street, Suite 105, San Francisco, CA 94102
Tel.: (877) 777-GLEN Tel: (415) 552-4105 Fax: (415) 552-3509
Visit our web site - www.GLENFOS.com
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Work Plan
for
Subsurface Exploration
4306 D and 4312 Wible Road
Bakersfileld, California 93313
Prepared for
Mr. Billy Joe Johnson
Prepared by
Glenfos, Inc.
P2-93313-041103
April 24, 2003
Los An~eles Office
9620 Topanga Canyon Place, Suite F, Chatsworth, CA 91311
Tel.: (800) 777-GLEN (818)701-1207 (949) 499-5898 Fax: (818)701-7401
San Francisco Office
210, Fell Street, Suite lOS, San Franc1sco,CA 94102
Tel.:,(877) 777-GLEN Tel: (415) 552-4105 Fax: (415) 552-3509
California Contractor License #725763" '
.. ,
: ,:" ,Visit our W\:b, site - www.GLENEOS.;co~~ " -
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TABLE OF CONTENTS
1.0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.0 BACKGROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . .. 2
2.1 Site Conditions
2.2 Previous Reports
3.0 ENVIRONMENTAL SETTING ...............,.............................. 5
3.1 Regional Physiographic Conditions
3.2 Geologic Conditions
3.3 Groundwater Conditions
3.4 Potential Pathways of Contaminant Migration
4.0 SUBSURFACE INVESTIGATION............................................ 7
4.1 Task 1 -Site Safety Plan
4.2 Task 2 -Soil Sampling
4.3 Task 3 -Conclusions and Recommendations
FIGURES
Figure 1
Soil Sampling Location Map (4306 D Wible Road)
Figure 2
Soil Sampling Location Map (4312 Wible Road)
APPENDICES
Appendix A - Site Safety Plan
Mr, Billy Joe Johnson
JG. 4306 D & 4312 Wible Road
Glen/os, Inc.
P2-933J3-041103
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1.0 INTRODUCTION
Glenfos is pleased to submit this work plan to investigate the soil conditions to determine if
hazardous chemical releases have occurred as a result of fonner hydraulic hoists on the subj ect
site.
The professional opinions presented in this Work Plan (WP) have been developed using that
degree of care and skill ordinarily exercised, under similar circumstances, by reputable
environmental consultants practicing in this or similar localities. No other warranty, expressed
or implied, is made as to the professional advice included in this WP. This WP has been
prepared for Mr. Billy Joe Johnson to be submitted to the Bakersfield Fire Department,
Prevention Services. The Work Plan has not been prepared for use by other parties, and may
not contain sufficient infonnation for the purposes of other parties or other uses.
Mr, Billy Joe Johnson
JG. 4306D& 4312 Wible Road
Glenfos, Inc,
P2-93313-041103
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2.0 BACKGROUND
2.1 Site Conditions and Description
The subject property, at 4306 D and 4312 Wible Road, is located in the City of Bakersfield,
County of Kern, California. The property is situated on the east side of Wible Road. The
subject site is improved with ten industrial buildings and associated asphalt parking lot (Figure
2).
2.2 Previous Reports
Phase I
At the request of Mr. Billy Joe Johnson, Glenfos has completed an Environmental Site
Assessment of the property located at 4300-4404 Wible Road in the County of Bakersfield,
California. The objective of this assessment was to evaluate the potential for soil and
groundwater contamination at the site. To accomplish this, Glenfos visually examined the site,
and reviewed relevant regulatory records and records related to the site's history. The subject
property is currently occupied by several industrial buildings. This environmental assessment
report was prepared in general compliance with ASTM E1527-97 standards for a Phase-I
Environmental Site Assessment.
The historical review extends back to 1937, indicates that the subject site was agriculturally
developed in 1937 to 1956. Barns and shed occupied the site at this time. The site was
improved with two rectangular shaped buildings in 1975. Beginning in 1979 the site is
improved with ten new rectangular-shaped buildings. Potential environmental concerns are
noted regarding the barns and sheds that were used for storing and dispensing agricultural
chemicals.
Our reconnaissance found the site improved with ten industrial buildings and associated asphalt
parking lot. Aboveground hydraulic hoist are located at 4300 suite A and 4318 Wible Road.
Underground hydraulic hoists are located at 4306 Suite D and 4312 Wible Road. Batteries and
automotive parts is stored at 4306 suites A & B and 4308 suites A & B. An automotive paint
spray booth is located at 4316 Wible Road. Spray painting chemicals are also stored in this
Mr. BillyJoe Johnson
JG, 4306 D & 4312 Wible Road
2
Glenfos, Inc.
P2-933Ì 3-041103
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area. Calcium carbonate (boric acid), magnesium carbonate and potassium carbonate are stored
at 4322 Wible Road. Automotive repair and maintenance chemicals are stored at several ofthe
suites. No spills or stains were observed in these areas. Two pad-mounted transformers are
located next to 4300 and 4308 Wible Road. No stains or leaks were observed in this area. The
buildings at the site are of an age to potentially have significant quantities of asbestos containing
building materials.
Fire Department records indicate the storage and distribution of agricultural chemicals on the
subject site. Additionally, the use of aliphatic petroleum, xylene, toluene xylene and
ethytbenzne is also documented. The site is listed as having a 5,000 gallon waste UST, No
documents were found for its installation or removal.
It is our opinion that additional assessment related to soil or groundwater is warranted at this
time. Further, in the event that site use changes, the presence of agricultural chemicals may be
of environmental consequence, and additional assessment may be warranted. Further, if
remodeling or demolition is planned, a comprehensive asbestos survey is recommended.
Phase II
At the request of Community Commerce Bank, Glenfos performed a Subsurface Investigation
at 4300-4404 Wible Road in the City of Bakersfield, California. The purpose ofthis survey was
to assess the extent of possible volatile organic chemical petroleum hydrocarbon and
agricultural chemical contamination associated with past and current industrial operations.
On December 3, 6 & 13 , 2002, twelve (15) soil gas vapor probes from fifteen (15) locations
were installed at the subject site. Five vapor samples were taken from the spray booth and 10
from the former underground storage tank areas. Soil vapor samples were analyzed for Volatile
Organic Compounds (VOCs). Sixteen (16) soil samples were taken from areas of the former
agricultural chemical storage and hydraulic hoists areas. Soil samples were analyzed for Total
Petroleum Hydrocarbon (TPH) and semi-volatile organic compounds (SVOCs)
The soil vapor survey found no detectable volatile organic compounds in the spray booth and
Mr, Billy Joe Johnson
JG, 4306 D & 4312 Wible Road
3
Glenfos, Inc.
P2-933l3-04ll03
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underground storage tank areas, The soil sample laboratory results did not indicate significant
semi-volatile compounds (including TICs) or petroleum hydrocarbon releases, except for a hoist
located at 4312 Wible Road, areaofH-1. The sample from H-1 at 10 feet encountered elevated
(3,300 mg/Kg) concentrations of petroleum hydrocarbons. Regulatory agencies commonly use
1,000 mg/Kg as the standard for requiring remediation when no significant VOCs are present.
The laboratory results indicate that this area has been impacted by a hydraulic oil to a depth of
at least 10 feet.
On March 3, 2003, a confinnatory sample was collected from H-l. This sample found no
petroleum hydrocarbons above the laboratory detection limit.
On March 17,2003, four other confinnatory samples were collected from the hydraulic hoists
at 4306 D Wible Road after the hoists were removed. The laboratory analysis found low (less
than 240 mg/Kg. concentration of petroleum hydrocarbons.
Based on the infonnation gathered during the perfonnance of this assessment, it is was opinion
that Volatile, Semi Volatile Organic Compounds, and petroleum hydrocarbons have not
impacted the soil in the investigated areas (except the area ofH-1 which was later remediated).
Hence, Glenfos recommended no further investigation.
Mr, Billy Joe Johnson
JG. 4306 D & 4312 Wible Road
4
Glenfos, Inc,
P2-93313-041103
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3.0 ENVIRONMENTAL SETTING
3.1 Regional Physiographic Conditions
The site is located in southern most portion ofthe San Joaquin Valley, which is part ofthe Great
Central Valley of California. The Central Valley extends a distance of about 400 miles, in a
northwest-southeast trending alignment, along the central median of California. The valley
tenninates on the north in the Klamath Mountains and Cascade Ranges in the northwest, and
is bounded on the east by the Sierra Nevada Mountains, on the south by the Transverse Ranges,
and on the west by the Coastal Ranges Geomorphic Provinces, The Central Valley has two
Major divisions, and four Subregions. The two Major divisions are: the Sacramento Valley
(northern) and San Joaquin Valley (southern). The northern most Subregion is also known as
the Sacramento Valley. The middle Subregion is known as the Delta, and the southern portions
are: the San Joaquin Valley, and the Tulare Valley (in which the subject site is situated).
Major land fonns in the Central Valley consist of bordering highlands and foothills, with older
flood plains and hills, and younger fluvial and alluvial plains, which are dissected by several
rivers. The major structural feature in the situs area of the Central Valley Province is the San
Andreas Fault Zone located along the western foothills of the Coastal Ranges, which is about
18 miles southwest. This structural zone of mostly right-lateral motion with some localized
uplift, extends from the base of the offshore submarine canyons of Baja California in the
southeast, to the offshore canyons north of San Francisco and likely tenninates at the Mendicino
Triple-Junction near Eureka California. The closest significant fault is the White Wolf Fault,
located about 2 miles southeast.
The subject site is located within the Tulare Subregion, of the Great Central Valley of
California, in an unincorporated area of the City of Bakersfield, Kern County, California.
Terrain in the area of the subject property slopes slightly to the northwest. The site slopes
slightly westward and away from the building, which is at an elevation of about 485- feet above
mean sea level, based on the referenced U. S. Geological Survey, Mettler, California,
Topographic Map.
Mr, Billy Joe Johnson
JG, 4306 D & 4312 Wible Road
5
Glenfos, Inc,
P2-93313-041103
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3.2 Geologic Conditions
Geologic conditions reported, are from the United States Geological Survey, Professional Paper
No. 1401-C, "Geology of the Fresh Ground-Water Basin ofthe Central Valley, California, with
Texture Maps and Sections," dated 1986, by R. W. Page. According to this report, the area near
the subject site is underlain by a Heterogeneous mix Miocene to Holocene. The Holocene
sediments generally consist of poorly sorted clay, silt, sand, and gravel. Underlying the
Holocene sediments are Eocene, Oligocene, Miocene and Pliocene deposits, consisting
variously of Marine clays, silts, sands, siltstone, shale, and mudstone. The shallow alluvial
deposits are considered to be water bearing, and there may be local, shallow, perched
groundwater in existing clay layers during wet years, and from local agricultural activities.
3.3 Groundwater Conditions
Records from the Kern County Water District, Water Supply Report, 1997, show the
groundwater contour elevations near the subject site to be approximately 350 feet above mean
sea level, and flowing southwest.
According to Mr. Tom Haslebacher, of the Kern County Water Agency, the depth to shallow
groundwater near the subject site has likely ranged from between 30 to 50 feet below grade
during the years of 1996-1997. The site elevation is about 485 feet above sea level, which
indicates a range of shallow groundwater elevations of between 435 and 455 feet above sea
level. The data indicate that 1) shallow perched groundwater is separated from the deeper
groundwater supply aquifer, and/or 2) groundwater flow changes with local conditions, and that
it has been directed mostly toward the southeast, with occasional seasonal flow direction
changes. These changes in flow direction are likely due to local municipal pumping of
groundwater, and partly from seasonal conditions.
3.4 Potential Pathways of Contaminant Migration
The groundwater flow direction may govern the spread of contaminants. Hence, the potential
contaminant sources most likely to impact the near surface soil at the site are either upgradient,
upslope or opposite the depositional direction of sediments. For the subject site, the potential
sources would generally be adjacent to the north-northwest, or northwest.
Mr, Billy Joe Johnson
JG. 4306 D & 4312 Wible Road
6
GlenJos, Inc.
P2-933I3-041103
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4.0 SUBSURFACE INVESTIGATION
This Work Plan has been developed to present and describe the work necessary to evaluate
potential chemical releases from former hydraulic hoist operations. The Work Plan
discusses the work from safety planning through report submital.
The purpose of these soil samples will be to determine if any releases have occurred from
former hydraulic hoist operations (petroleum hydrocarbons). The following tasks will be
undertaken to accomplish these objectives:
· Task 1 ~ Preparation of a Site Safety Plan
· Task 2 - Soil sampling from six locations
· Task 3 - Conclusions and Recommendations
4.1 Task 1 - Site Safety Plan
Preparation for the field work will begin by preparing a Site Safety Plan (attached) to provide
for the health and safety ofthe site personnel during the field investigation. This plan is based
on the background information collected during the previous investigations ofthe site. The
plan describes potential physical and chemical hazards, protective equipment, specific
responsibilities, and emergency procedures. The plan will be presented to site personnel by
our site safety officer before starting assessment activities. It will also be kept in a visible and
easily accessible location during the project, so that safety procedures related to potentially
hazardous conditions or an emergency can be quickly assessed. Persons, involved in the field
investigation or entering the immediate area of assessment, will be asked to read and sign this
document.
4.2 Task 2 - Soil Sampling
We propose to collect six (6) soil samples to a depth of about 10 feet at the bottom of the
removed hydraulic hoists using limited access geoprobe-type equipment. Four soil samples will
be taken from 4312 Wible Road and two additional samples from 4312 Wible Road (Figures
2 & 3). The soil samples will be analyzed for Total recoverable petroleum Hydrocarbons using
Mr. Billy Joe Johnson
JG; 4306 D & 43 J 2 Wible Road
7
Glenfos, Inc.
P2-93313-04JJ03
-. ~._-->
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EPA Method 418.1. The samples will be maintained and transferred to the laboratory under
chain-of-custody.
Glenfos will leave the site in a neat and orderly condition upon the completion of the
investigation. Trash, field supply waste, and other materials used in the investigation will not
be allowed to accumulate at the site.
4.3 Task 3 - Conclusion and Recommendations
We will verbally communicate the findings of this investigation to you, when the preliminary
laboratory data becomes available. Following the receipt of the final laboratory results, a
written report will be prepared and submitted to you. The report will summarize the methods
used and the data collected during the field investigation, interpret the analytical results, and
include conclusions and/or recommendations. The site plan will show the locations of the
fonner hoists, the soil sampling locations and the relative concentration of significant detected
chemicals, iffound, A copy ofthe report will be provided to the Bakersfield Fire Department.
Mr, Billy Joe Johnson
:fG. 4306 D & 4312 Wible Road
8
Glenfos, Inc.
P2c93313-041103
GLENFOS Inc.
- Global En~:;:~~antal Focus
Los Anl!eles Office
9620 Topanga Canyon Place, Suite F, Chatsworth, CA 91311
Tel.: (800) 777-GLEN (818) 701-1207 (949) 499-5898 Fax: (818) 701-7401
California Contractor License #725763
San Francisco Office
210 Fell Street, Suite 105, San Francisco, CA 94102
Tel.: (877) 777-GLEN Tel: (415) 552-4105 Fax: (415) 552-3509
Visit our web site - www.GLENFOS.com
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SUBSURFACE EXPLORATION
SOIL VAPOR SURVEY AND SOIL SAMPLING
of
4300-4404 Wible Road
Bakersfield, California 93313
Prepared for
Community Commerce Bank
Prepared by -
Glenfos, Inc.
~
Steven R. Mc ollum, RG 3398
Director Environmental Services
Project # P2-93313-0221 03
March 21, 2003
Los Aneeles Office
9620 Topanga Canyon Plaœ, Suite F, ChatS\Wrth, CA 91311
Tel.: (800) 777-GLEN (818) 701-1207 (949)499-5898 Fax: (818) 701-7401
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210 Fell Street, Suile 105, San Francisc:o,CA 94102
Tel.: (877) 777-GLEN 1è1: (415) 552-4105 Fax: (415) 552-3509
California Contractor Ucense #725763
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EXECUTIVE SUMMARY
At the request of Community Commerce Bank, Glenfos performed a Subsurface Investigation at 4300-
4404 Wible Road in the City of Bakersfield, California. The purpose of this survey was to assess the
extent of possible volatile organic chemical petroleum hydrocarbon and agricultural chemical
contamination associated with past and current industrial operations.
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On December 3, 6 & 13 , 2002, twelve (15) soil gas vapor probes from fifteen (I5) locations were
installed at the subject site. Five vapor samples were taken from the spray booth and 10 from the fonner
underground storage tank areas. Soil vapor samples were analyzed for Volatile Organic Compounds
(VOCs). Sixteen (16) soil samples were taken from areas of the fonner agricultural chemical storage and
hydraulic hoists areas. Soil samples were analyzed for Total Petroleum Hydrocarbon (TPH) and semi-
volatile organic compounds (SVOCs)
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The soil vapor survey found no detectable volatile organic compounds in the spray booth and
underground storage tank areas. The soil sample laboratory results did not indicate significant semi-
volatile compounds (including TICs) or petroleum hydrocarbon releases, except for a hoist located at
4312 Wible Road, area of H-l, The sample from H-l at 10 feet encountered elevated (3,300 mg/Kg)
concentrations of petroleum hydrocarbons. Regulatory agencies commonly use 1,000 mg/Kg as the
standard for requiring remediation when no significant VOCs are present. The laboratory results indicate
that this area has been impacted by a hydraulic oil to a depth of at least 10 feet.
On March 3, 2003, a confirmatory sample was collected from H-l. This sample found no petroleum
hydrocarbons above the laboratory detection limit.
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On March 17,2003, four other confinnatory samples were collected from the hydraulic hoists at 4306
D Wible Road after the hoists were removed. The laboratory analysis found low (less than 240 mg/Kg.
concentration of petroleum hydrocarbons.
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Based on the infonnation gathered during the perfonnance of this assessment, it is our opinion that
Volatile, Semi Volatile Organic Compounds, and petroleum hydrocarbons have not impacted the soil
in the investigated areas (except the area of H-1 which was later remediated). Hence, Glenfos
recommends no further investigation.
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
P2-933 13-022 J 03
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TABLE OF CONTENTS
SECTION TITLE
PAGE
1.0 SCOPE .............,........."..................... 1
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2.0 BACKGROUND ..........,......,......,."......,...
2.1 Site Description
2.2 Previous Reports
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3.0 ENVIRONMENTAL SETTING .........................
3,1 Regional Physiographic Setting
3.2 Groundwater Conditions
3.3 Potential Pathways of Contaminant Migration
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4.0 SOIL VAPOR SURVEY AND SOIL SAMPLING .........
4.1 Preliminary Activities
4.1.1 Site Safety Plan
4.1.2 Underground Service Alert of Southern California
4.1.3 Clearance Survey
4.2 Field Procedures
4.2.1 Soil Vapor\Soil Sampling Sample Collection
4,2.2 Decontamination Procedures
4.2.3 Vapor Probe Abandonment
4.3 Areas Investigated
4.3.1 Agricultural Chemical Storage Area
4.3.2 Spray Booth Area
4.3.3 Form4er Underground Storage Area
4.3.4 Hydraulic Hoist Area
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5.0 GEOPHYSICAL INVESTIGATION
...... .......... ................ .. ...... ..
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6.0 CONCLUSIONS AND RECOMMENDATIONS ......,....
14
7.0 LIMITATIONS ......................................
6.1 Liability Release
6.2 Confidentiality
16
JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
-11-
P2-93313-022103
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LIST OF FIGURES
FIGURE 1: Site Location Map
FIGURE 2: Soil Sample Location Map (4330 Wible Road)
FIGURE 3: Vapor Location Map (4316 Wible Road)
I FIGURE 4: Vapor Location Map (4404 Wible Road)
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FIGURE 5: Soil Sample Location Map (4312 Wible Road)
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LIST OF APPENDICES
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APPENDIX A
APPENDIX B
APPENDIX C
Site Photographs
Site Safety Plan
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Laboratory Reports
APPENDIX D
, Geophysical Investigation Report
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1.0 SCOPE
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At the request of Community Commerce Bank, Glenfos perfonned a Phase II Environmental Site
Assessment at 4300-4404 Wible Road in Bakersfield, California. This work was perfonned to
fulfill the recommendations in our previous report of the site, except for the recommendation
pertaining to asbestos containing building materials. That previous report revealed infonnation
that could represent an environmental concern to the subject site. The purpose ofthis survey was
to assess the extent of possible petroleum hydrocarbon, volatile organic compounds and semi-
volatile organic compounds contamination associated with past and current uses of the site.
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The location of the site is shown on Figure I, Site Location Map. The Soil Sampling Locations
Map (Figures 2-6) shows the locations ofthe vapor/soil samples. Photographs documenting field
activities are presented in Appendix A.
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos, Inc.
-1-
P2-93313-022103
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2.0 BACKGROUND
2.1 Site Description
The subject property, at 4300-4404 Wible Road, is located in the City of Bakersfield, Kern
County, California. The property is situated on the east side of Wible Road. The subject site is
improved with ten industrial buildings and associated asphalt parking lot. (Figure 2).
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2.4 Previous Reports
At the request of Mr. Billy Joe Johnson, Glenfos has completed an Environmental Site
Assessment (Pl-93313-1 00302) ofthe property located at 4300-4404 Wible Road in the County
of Bakersfield, California. The objective ofthis assessment was to evaluate the potential for soil
and groundwater contamination at the site. To accomplish this, Glenfos visually examined the
site, and reviewed relevant regulatory records and records related to the site's history. The
subject property is currently occupied by a commercial office building. This environmental
assessment report was prepared in general compliance with ASTM E1527-97 standards for a
Phase-I Environmental Site Assessment.
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The historical review extends back to 1937, indicates that the subject site was agriculturally
developed in 1937 to 1956. Barns and sheds occupied a portion of the site at this time. The site
was improved with two rectangular shaped buildings in 1975. Beginning in 1979 the site is
improved with ten new rectangular-shaped buildings. Potential environmental concerns are
noted regarding the barns and sheds that were used for storing and dispensing agricultural
chemicals.
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Our reconnaissance found the site improved with ten industrial buildings and associated asphalt
parking lot. Aboveground hydraulic hoist are located at 4300 suite A and 4318 Wible Road.
Underground hydraulic hoists are located at 4306 Suite D and 4312 Wible Road. Batteries and
automotive parts are stored at 4306 suites A & B and 4308 suites A & B. An automotive paint
spray booth is located at 4316 Wible Road. Spray painting chemicals are also stored in this area.
Calcium carbonate (boric acid), magnesium carbonate and potassium carbonate are stored at
JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos, Inc.
-2-
P2-93313-022103
4322 Wible Road. Automotive repair and maintenance chemicals are stored at several of the
suites. No spills or stains were observed in these areas. Two pad-mounted transfonners are
located next to 4300 and 4308 Wible Road. No stains or leaks were observed in this area. The
buildings at the site are of an age to potentially have significant quantities of asbestos containing
building materials.
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Fire Department records indicate the storage and distribution of agricultural chemicals on the
subject site. Additionally, the use of aliphatic petroleum, xylene, toluene xylene and ethytbenzne
is also documented. The site is listed as having a 5,000 gallon waste UST. No documents were
found for its installation or removal.
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It is our opinion that additional assessment related to soil or groundwater is warranted at this
time. Further, in the event that site use changes, the presence of agricultural chemicals may be
of envirorunental consequence, and additional assessment may be warranted. Further, if
remodeling or demolition is planned, a comprehensive asbestos survey is recommended.
JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos, Inc.
-3-
P2-933I 3-022103
3.0 ENVIRONMENTAL SETTING
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3.1 Regional Physiographic Conditions
The site is located in southern most portion ofthe San Joaquin Valley, which is part of the Great
Central Valley of California. The Central Valley extends a distance of about 400 miles, in a
northwest-southeast trending alignment, along the central median of California. The valley
tenninates on the north in the Klamath Mountains and Cascade Ranges in the northwest, and is
bounded on the east by the Sierra Nevada Mountains, on the south by the Transverse Ranges, and
on the west by the Coastal Ranges Geomorphic Provinces, The Central Valley has two Major
divisions, and four Subregions. The two Major divisions are: the Sacramento Valley (northern)
and San Joaquin Valley (southern), The northern most Subregion is also known as the
Sacramento Valley. The middle Subregion is known as the Delta, and the southern portions are:
the San Joaquin Valley, and the Tulare Valley (in which the subject site is situated),
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Major land fonns in the Central Valley consist of bordering highlands and foothills, with older
flood plains and hills, and younger fluvial and alluvial plains, which are dissected by several
rivers, The major structural feature in the situs area of the Central Valley Province is the San
Andreas Fault Zone located along the western foothills ofthe Coastal Ranges, which is about 18
miles southwest. This structural zone of mostly right-lateral motion with some localized uplift,
extends from the base ofthe offshore submarine canyons of Baja California in the southeast, to
the offshore canyons north of San Francisco and likely tenninates at the Mendicino Triple-
Junction near Eureka California. The closest significant fault is the White Wolf Fault, located
about 2 miles southeast.
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The subject site is located within the Tulare Subregion, ofthe Great Central Valley of California,
in an unincorporated area ofthe City of Bakersfield, Kern County, California. Terrain in the area
of the subject property slopes slightly to the northwest. The site slopes slightly westward and
away from the building, which is at an elevation of about 485-feet above mean sea level, based
on the referenced U. S. Geological Survey, Mettler, California, Topographic Map.
JG, 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
-4-
P2-93313-022103
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3.2 Geologic Conditions
Geologic conditions reported, are from the United States Geological Survey, Professional Paper
No. 140 l-C, "Geologv of the Fresh Ground-Water Basin ofthe Central Vallev. California. with
Texture Maps and Sections." dated 1986, by R. W. Page. According to this report, the area near
the subject site is underlain by a Heterogeneous mix Miocene to Holocene. The Holocene
sediments generally consist of poorly sorted clay, silt, sand, and gravel. Underlying the Holocene
sediments are Eocene, Oligocene, Miocene and Pliocene deposits, consisting variously of Marine
clays, silts, sands, siltstone, shale, and mudstone, The shallow alluvial deposits are considered
to be water bearing, and there may be local, shallow, perched groundwater in existing clay layers
during wet years, and from local agricultural activities.
3.3 Groundwater Conditions
Records from the Kern County Water District, Water Supply Report, 1997, show the
groundwater contour elevations near the subject site to be approximately 350 feet above mean
sea level, and flowing southwest.
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According to Mr. Tom Haslebacher, of the Kern County Water Agency, the depth to shallow
groundwater near the subject site has likely ranged from between 30 to 50 feet below grade
during the years of 1996-1997. The site elevation is about 485 feet above sea level, which
indicates a range of shallow groundwater elevations of between 435 and 455 feet above sea level.
The data indicate that 1) shallow perched groundwater is separated from the deeper groundwater
supply aquifer, and/or 2) groundwater flow changes with local conditions, and that it has been
directed mostly toward the southeast, with occasional seasonal flow direction changes. These
changes in flow direction are likely due to local municipal pumping of groundwater, and partly
from seasonal conditions.
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3.4 Potential Pathways of Contaminant Migration
The groundwater flow direction may govern the spread of contaminants. Hence, the potential
contaminant sources most likely to impact the near surface soil at the site are either upgradient,
upslope or opposite the depositional direction of sediments. For the subject site, the potential
JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos, Inc.
-5-
P2-93313-022103
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sources would generally be adjacent to the north-northwest, or northwest.
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JG. 4300-4404 Wible Road
Community Commerce Bank
-6-
I.
Glenfos, Inc"
P2-93313-022lO3
4.0 SOIL VAPOR SURVEY AND SOIL SAMPLING
4.1 Preliminary Activities
Preliminary activities included the preparation of a Site Safety Plan and performing a
geophysical clearance survey. The following sections describe these activities.
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4.1.1 Site Safety Plan
Glenfos prepared a Site Safety Plan (SSP) to provide for the health and safety of site
personnel. This plan was based on the background information collected during our
preliminary assessment of the site, The SSP describes potential physical and chemical
hazards, protective equipment, specific responsibilities, and emergency procedures. The
SSP was presented to site personnel by our site safety officer before starting assessment
activities, The related site safety documentation w as kept in a visible and easily accessible
location during the project so that safety procedures related to potentially hazardous
conditions or an emergency could be quickly accessed. A copy of the SSP is presented in
Appendix B.
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4.1.2 Underground Service Alert of Southern California
Glenfos notified Underground Service Alert of Southern California to mark the locations
of known subsurface public utilities that entered the site.
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4.1.3 Clearance Survey
To clear proposed soil vapor probe locations, a Glenfos representative performed the
clearance survey using a Schonstedt Model MG-220 Magnetic Gradiometer. This
instrument detects magnetic anomalies that may be associated with subsurface structures
including rebar, utilities, and underground storage tanks. No significant anomalies were
noted in the selected probe areas.
4.2 Field Procedures
On March 3, 2003, under the direction of a Glenfos engineer, Optimal Technology, Inc. (aT!)
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos, Inc.
-7-
P2-93313-011103
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performed soil vapor sampling at the site (Photograph I). Soil vapor samples were collected at
a depth of approximately 4 to 5 feet from fifteen (15) Vapor Probes (SV -1 to SV -15, Figure 3
& 4). Vapor probes were spaced in a manner to characterize possible soil contamination in the
spray booth area and former underground storage tank location. Additionally, soil samples were
collected from sixteen (16) soil boring locations. Soil samples were collected at two and ten feet
below ground surface, These vapor and soil samples were taken from areas of the former
agricultural chemical storage building, spray booth, former underground storage, and hydraulic
hoists areas.
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4.2.1 Sample Collection
Vapor
An electric rotary hammer drill was used to drill a l-inch-diameter hole through the
overlying concrete/asphalt to allow probe placement (photograph 2). Sampling was
performed by pushing a Y2-inch-diameter galvanized steel soil gas probe to depth of 5 to 10
feet below the ground surface using either a hammer drill or hydraulic jack (Photograph 3).
The probe depth was adjusted so that samples would be collected from soil with good flow
characteristics.
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At each sampling location an electric vacuum pump (set to draw 2 liters/minute of soil
vapor at a maximum vacuum of 100 inches of water) was attached to the probe and purged
for two probe volumes prior to sample collection. Vapor samples were obtained in
Hamilton gas-tight syringes by puncturing silicone tubing that connects the sampling probe
and the vacuum pump. Samples were immediately injected into the gas chromatograph
after collection (Photograph 6).
Soil
An electric rotary hammer drill was used to drill a l-inch-diameter hole through the
overlying concrete to allow probe placement. Sampling was performed by pushing a Y2-
inch-diameter galvanized steel sampling probe to a depth of2 and 10 feet below the ground
surface using either a hammer drill or hydraulic jack. A total of sixteen (16) soil samples
JG. 4300-4404 Wible Rand
Community Commerce Bnnk
Glenfos, Inc.
-8-
P2-93313-022103
were collected from 16 boring locations (SS-l to SS-lO and H-l to H-6) from the former
agricultural chemical storage and spray booth areas. Samples were immediately placed in
a cooler with blue ice and delivered to a certified laboratory for analysis.
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4.2.2 Decontamination Procedures
A clean sampling probe was used at each sampling location. An equipment blank, using
ambient air, was collected at the beginning ofthe day. If significant contamination had been
detected, corrective actions would have been taken to identify and eliminate the source, if
possible. No contamination in the blank was encountered. A pre-cleaned sampling probe
and sample sleeves was used by the excavation contractor for soil sampling. Hence, no
decontamination was performed on the site.
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4.2.3 Vapor Probe Abandonment
The vapor/soil probe holes were abandoned by backfilling with bentonite sand. The upper
one inch of the hole was grouted to grade with concrete quick patch/asphalt at probe
locations. These proposed soil vapor probes will assess the site for common industrial
solventsN olatile Organic Compounds (VOCs). The vapor samples were tested with an on-
site mobile laboratory.
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4.3 Areas Investigated
4.3.1 Agricultural Chemical Storage Area
Soil samples were collected and tested at 10 locations in this area. We collected soil
samples at depths of2 and 5 feet (Figure 2, Photograph 2). The 2-foot samples were tested
for agricultural chemicals using EP A Method 8270 and Tentatively Identifiable Compounds
(TICs) which includes many pesticides, herbicides and fungicides. No semi- volatile
organic compounds were found above the detection limit in any of the samples. No
Tentatively Identifiable Compounds were found, Please refer to Appendix C for full
laboratory results.
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos, Inc.
-9-
P2-933/3-022/03
The soil samples found no detectable semi-volatile organic compounds. The laboratory
results indicate that this area has not been impacted by former agricultural chemicals.
4.3.2 Spray Booth Area (4316 Wible Road)
Soil Vapor sample was collected and tested at 5 locations at a depth of 5 feet in this area
(Figure 3, Photograph 3). The soil vapor survey found no detectable volatile organic
compounds. Please refer to Appendix C for full laboratory results.
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4.3.3 Former Underground Storage Area (4404 Wible Road)
Soil Vapor sample was collected and tested at 10 locations at a depth of 1 0 feet in this area.
These samples were placed in the fonner underground storage tank area (Figure 4,
Photograph 4). The soil vapor survey found no detectable volatile organic compounds.
Please refer to Appendix C for full laboratory results.
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4.3.4 Hydraulic Hoist Area (4312 and 4306 D Wible Road)
One boring was placed near each piston of the six hydraulic hoists. Soil samples were
collected at depths of about 10 feet from each of the boring (Figures 5-6, Photograph 7 and
8). Glenfos' Phase 2 proposed investigation included soil sampling at the bottom of the pits
after the hoists were removed, On the day of the investigation, two hoists (HI & H2) had
been removed and the pits backfilled. The hoists located at 4306 D Wible Road had not
been removed. Hence, Glenfos could not sample the bottom of the pits as proposed. Soil
samples were collected in the area of the fonner hoist at 4316 Wible Road and immediately
adjacent to the hoist at 4306 D Wible Road. These soil samples were tested for Total
Petroleum Hydrocarbons using EPA Method 418.1. A summary of the most significant
results is provided below. Please refer to Appendix C for full laboratory results.
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JG, 4300-4404 Wible Road
Community Commerce Bank
Glen/os, Inc.
-10-
Pl-93313-022J03
Summary of Laboratory Results
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SampleID Total PetroiéümH:ydrocarbons (418.1)
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H-l 3, 300 mg/Kg
H-2 ND
H-3 ND
H-4 ND
H-5 ND
H-6 ND
ND = Not detected
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The laboratory analysis for the hoists found elevated concentrations of petroleum hydrocarbons
in sample H-l10cated at 4312 Wible Road (Figure 5). The area at H...l was reexcavated and the
impacted soil removed. No petroleum hydrocarbon were detected above the reporting limit in
samples H-2 through H-6.
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On March 6, 2003, Glenfos contracted Krazan & Associates, mc" to perfonned confinnatory
sampling at H-l, Additionally, on March 17,2003, Krazan re-sampled H-3 through H-6 after
the hydraulic hoists had been removed. The samples were collected fonn the bottom ofthe pits.
These soil samples were analyzed for petroleum hydrocarbons using EP A Method 418,1. The
laboratory results found low concentration of petroleum hydrocarbons at H -1. The soil samples
were collected from H2 thru H6 at a depth of 12 feet. These samples found hydraulic oil at
concentrations ranging from 200-240 mglKg (Appendix C). These concentrations are
significantly low as to not warrant further investigation.
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
-11-
P2-933/3-022/03
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5.0 GEOPHYSICAL INVESTIGATION
5.1 Preliminary Activities
Before perfonning the geophysical investigation, Glenfos personnel ensured that the area would
be free of any metal obstructions such as cars. Additionally, Spectrum Geophysics was advised
of the size and approximate location of suspect underground storage tan1e
5.2 Field Procedures
On March 3, 2003, Spectrum Geophysics perfonned a geophysical survey using electromagnetic
methods and ground penetrating radar (GPR) at the subject site. The goal of a geophysical
survey is to identify detectable subsurface interferences in the areas where USTs may be located
and ground-intrusion activities are proposed, The area investigated is approximately 25 by 30
feet (Photograph 4).
5.2.1 Methods and Instruments
EM-31 Terrain Conductivitv (TC) Meter
EM-31 Terrain Conductivity (TC) Meter was used to send primary electromagnetic (EM)
field into the ground. The EM-31 data were taken, recorded and stored in a digital
polycorder at 5~foot intervals along north-south lines spaced 5 feet apart within an
established grid, These data were processed in the field and used to generate contour maps
to assist in identifying anomalous areas that may represent USTs or other subsurface
features of interest.
Mae:netometer
A magnetometer (EG & G Geometries 856 AX) was also used in an effort to delineate the
area USTs may be buried. Total magnetic data were acquired at 5-foot intervals along
north-south lines spaced 5-feet apart within a grid established by the Geophysics crew.
These data were processed in the field and used to generate total filed magnetics intensity
contour maps to assis in identifying anomalous areas that may represent buried features of
interest.
JG, 4300-4404 Wible Road
Community Commerce Bank
Glen/as, Inc.
-12-
P2-933/3-022J03
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Ground Penetratin!! Radar (GPR)
A GSSI SIR Ground Penetrating Radar unit coupled to a 400 MHz antenna was utilized to
investigate area where reliable EM-31 and magnetics data could not be collected. GPR data
were collected as vertical cross-sections and displayed in real-time. These profiles were
reviewed for signatures that might aid in the delineation of a UST or other subsurface
feature.
5.2.3. Findings
Several anomalies were identified that were associated with above ground cultural features
such as parked trailers and metal tower supports. No UST -like anomalies were identified
in the EM-31, magnetics or GPR data.
JG, 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
-13-
P2-93313-022103
6.0 CONCLUSIONS AND RECOMMENDATIONS
At the request of Community Commerce Bank, Glenfos perfonned a Subsurface Investigation
at 4300-4404 Wible Road in the City of Bakersfield, California. The purpose ofthis survey was
to assess the extent of possible volatile organic chemical, petroleum hydrocarbon and agricultural
chemical contamination associated with past and current industrial operations.
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On December 3,6 & 13 ,2002, twelve (15) soil gas vapor probes fÌ"om fifteen (15) locations
were installed at the subject site. Five vapor samples were taken fÌ"om the spray booth and 10
from the fonner underground storage tank areas. Soil vapor samples were analyzed for Volatile
Organic Compounds (VOCs). Sixteen (16) soil samples were taken fÌ"om areas of the fonner
agricultural chemical storage and hydraulic hoists areas. Soil samples were analyzed for Total
Petroleum Hydrocarbon (TPH) and semi-volatile organic compounds (SVOCs)
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The soil vapor survey found no detectable volatile organic compounds in the spray booth and
underground storage tank areas. The soil sample laboratory results did not indicate significánt
semi-volatile compounds (including TICs) or petroleum hydrocarbon releases, except for a hoist
located at 4312 Wible Road, area ofH-l. The sample fÌ"om H-l at 10 feet encountered elevated
(3,300 mglKg) concentrations of petroleum hydrocarbons. Regulatory agencies commonly use
1,000 mglKg as the standard for requiring remediation when no significant VOCs are present.
The laboratory results indicate that this area has been impacted by hydraulic oil to a depth of at
least 10 feet.
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On March 3, 2003, a confinnatory sample was collected fÌ"om H-l. This sample found no
petroleum hydrocarbons above the laboratory detection limit.
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On March 17, 2003, four other confinnatory samples were collected fÌ"om the hydraulic hoists
at 4306 D Wible Road after the hoists were removed. The laboratory analysis found low (less
than 240 mglKg) concentration of petroleum hydrocarbons.
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
-14-
Pl-93313-022103
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Based on the infonnation gathered during the perfonnance of this assessment, it is our opinion
that Volatile, Semi Volatile Organic Compounds, and petroleum hydrocarbons have not
impacted the soil in the investigated areas (except the area ofH-l which was later remediated).
Hence, Glenfos recommends no further investigation.
JG. 4300-4404 Wible Road
Community Commerce Bank
Glenfos. Inc.
-15-
P2-93313-022103
7.0 LIMITATIONS
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6.1 Liability Release
The professional opinions presented in this report have been developed using that degree of care
and skill ordinarily exercised, under similar circumstances, by reputable environmental
consultants practicing in this or similar localities. No other warranty, expressed or implied, is
made as to the professional advice included in this report. This report has been prepared for our
client and their consultants, to be used solely in evaluating potential environmental implications
at the site. This report has not been prepared for use by other parties, and may not contain
sufficient infonnation for purposes of other parties or other uses.
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6.2 Confidentiality
Glenfos agrees to hold the infonnation contained in this report or any portion thereof,
confidential. This report, or infonnation contained herein, will not be released to any party
except as required by law, without written consent from our client. Upon the receipt of client
approval, the report may be issued to the designated party.
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-16-
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4300-4404 Wible Road
Bakersfield, California 93313
P2 -93313-022103
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Reference: U.S,G.S, Tpopgraphic Map:
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4300-4404 Wble Road
Bakersfield, CA 93313 SAMPLE LOCATION MAP FIGURE
P2-93313-022103
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4300-4404 Wble Road
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P2-93313- 2213 SAMPLE LOCATION MAP FIGURE
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SITE SAFETY PLAN
A. SITE DESCRIPTION
Date: March 3, 2003
Location: 4300-4404 Wible Road
Bakersfield, California 93313
B. ENTRY OBJECTIVES
C. ORGANIZATION AND COORDINATION
¡ Project Manager: Javier Garcia
I
¡"
Technical/Site Safety: Javier Garcia
1
D. ON-SITE CONTROL
J On-site Command Post: Glenfos Field Vehicle
j Phone No.: Mr. Javier Garcia's cell (818) 800-9729
Exclusion Zone: To be detennined by site Safety Officer
I Support Zone: To be detennined by site Safety Officer
] E. PHYSICAL HAZARDS
I. Visual physical/mechanical hazards associated with soil vapor sampling and drilling.
2. Underground utilities, especially pipelines and fiber optics cables.
3. Operations associated with geophysical survey.
" Los Aneeles Office
9620 Topanga Canyon Place, Suite F. ChatS'Wrth, CA 91311
Tel.: (800) 777-GLEN (818) 701·1207 (949)499-5898 Fax: (818) 701·7401
San Francisco Office
210 Fell Street, Suite lOS, San Francisco, CA 94102
Tel.: (877) 777-GLEN Tel: (415) 5524105 Fax: (415) 552-3509
:¡
California Contractor License 11725763
Visit our web site - www.GLENFOS.com
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F. CHEMICAL HAZARDS
The Following substances are suspected to be on site. The primary hazards of each are identified.
Petroleum Hydrocarbons
varIous
Agricultural Chemicals
vanous
Volatile Organic Compounds
varIous
The Materials Safety Data Sheets (MSDS) for the listed substances are attached.
G. PERSONAL PROTECTIVE EQUIPMENT.
Protective equipment required for the assessment includes boots, hard hats, gloves, eye protection, and
ear protection as needed.
H. SPECIAL CONSIDERATIONS
I. All personnel must wear gloves, boots, and eye protection when in close proximity of soil vapor
probing equipment.
2. Establish clear lines of communication with Glenfos field personnel. Make eye contact with soil
vapor technician before walking or driving in the area of field activities.
I. SITE SAFETY AND HEALTH PLAN
I. Javier Garcia is the designated site Safety Officer and is directly responsible to the Project Team
Leader for Safety recommendations on site.
2. Emergency Medical Care: The closest hospital to the site is:
Urgent Care South, 2400 Wible Road, California 93304
3
Ambulance Emergency Dispatch is 911.
First-aid equipment is available on site at the following locations:
First-aid kit:
Glenfos Field Vehicle
Emergency eye wash:
Glenfos Field Vehicle
List of emergencv phone number:
Emergency Phone List:
911
Community Commerce Bank
4300-4404 Wible Road
G/enfos, Inc.
P2-93313-022103
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AmbulancelPolicelFire
911
.
Fire/Explosion: Upon notification of a fire or explosion on site, the designated emergency
signal HORN BLAST shall be sounded and all site personnel moved to a safe distance from
the involved area.
· Personal Protective Equipment Failure: If any site worker experiences a failure or
alteration of protective equipment that affects the protection factor, that person and hislher
buddy shall immediately leave the Exclusion Zone. Re-entry shall not be pennitted until the
equipment has been repaired or replaced.
Other Equipment Failure: If any other equipment on site fails to operate properly, the
Project Team Leader and Site Officer shall be notified and then detennine the effect of this
failure on continuing operations on site. If the failure affects the safety of personnel or
prevents completion of the work Plan tasks, all personnel shall leave the Exclusion Zone
until the situation is evaluated and appropriate actions taken.
Emergency Procedures (should be modified as required for incident)
The following standard emergency procedures will be used by on-site personnel. The Site Safety
Officer shall be notified of anyon-site emergencies and be responsible for insuring that the
appropriate procedures are followed.
Personnel Injury in the Exclusion Zone: Upon notification of an injury in
the Exclusion Zone, the designated emergency signal HORN BLAST shall be
sounded. All site personnel shall assemble at the decontamination line. The
rescue team will enter the Exclusion Zone (if required) to remove the injured
person to the hotline. The Site Safety Officer and Project Team Leader should
evaluate the nature of the injury, and the affected person should be
decontaminated to the extent possible prior to movement to the Support Zone.
The on-site EMT shall initiate the appropriate first aid, and contact should be
made for an ambulance and with the designated medical facility (if required).
No personal shall re-enter the Exclusion Zone until the cause of the injury or
symptoms is determined.
.
Personnel Injury in the Support Zone: Upon notification of an injury in the
Support Zone, the Project Team and Site Safety Officer will assess the nature
of the injury. If the cause of the injury or loss of the injured person does not
affect the perfonnance of site personnel, operations may continue, with the on-
site EMT initiating the appropriate first aid and necessary follow-up as stated
above. If the injury increases the risk to others, the designated emergency
signal HORN BLAST shall be sounded and all site personnel shall move to
the decontamination line for further instructions. Activities on site will stop
until the added risk is removed or minimized.
Community Commerce Bank
4300-4404 Wible Road
G/enfos, Inc.
P2-93313-022103
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All field personnel have read the above plan and are familiar with
its provisions.
Site Safety Officer:
Javier Garcia
Signature:
Drilling Operator:
l X.fù ^ ~5~ Signature:
Signature:
Encl.:
MSDS
Hospital Route
Community Commerce Bank
4300-4404 Wible Road
Glenfos, Inc.
P2·93313-022103
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4300-4404 Wible Road
Bakersfield, California 93313
P2-93313-022103
Hospital Route
FIGURE
3
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9620 TOPANGA CANYON PLACE SUITE F
CHATS WORTH CALIFORNIA 91311
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MULTIPURPOSE PETROLEUM HYDROCARBON
Page 1 of6
I
, ,
,. ,
Material Safety
Data heets
Division of ;Facilities Services
DOD Hazardous Material Information (ANSI Format)
For Cornell University Convenience Only
.. .... ,-.. ...........-............................-.........
MUL TIPURPOSE PETROLEUM HYDROCARBON
,~~" .,,~ _k..'." r"_'~ ~~~ 'h~=" ._A',_.h ~_'._.m.,__._ ~~,'~_
. -,~,',~~...
N_ ....__ '_,' ___ ~~_. ._._ A___' "¥.,_.. ~~'V' ~ ... ,,~
S.~çtiºn.J.....:..P(Qºµçt..ªnº.çºmpill1y..Iº~ntitlçªt.i.ºn S.~.çliºn2..:rby.siç.ªl..~.ÇhsmÜçªl
Properties
I S.~çtiºn2....:...Ǻmpºsitºl1anf.QImªtiº-º Q!LlI.1gr.~d..i~nts IIS~çljºn....l.Q:...Stªbil.ih'&.R~ªÇlj.Y.i.JYJ>-ªta I
Seçti.Qnl:.Ha~r.dsJde.ntifiçatiQJJJnçlµºing.Em~Ig~nçy Sç,çtiQn....lJ..:...IQ~.i.GQ!ºgi.çªl.JI1f.QImªt.iQn
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SeçtiQn.º..:.AççiçJentªLR~l~ª$~.Mç,ª-$JJr.~$ Section 14 - MSDS Transport
Infm1TIatiQI1
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Section 8 - Exposure Controls & Personal Protection I Section 16 - Other Infornlation I
The infonnation in this document is compiled from infonnation maintained by the United States
Department of Defense (DOD). Anyone using this infonnation is solely reponsible for the accuracy and
applicability of this infonnation to a particular use or situation.
Cornell University does not in any way warrant or imply the applicability, viability or use of this
infonnation to any person or for use in any situation.
Section 1 - Product and Company Identification
MUL TIPURPOSE PETROLEUM HYDROCARBON·
Product Identification: MULTIPURPOSE PETROLEUM HYDROCARBON
Date ofMSDS: 10/27/1985 Technical Review Date: 08/29/1988
FSC: 9150 NUN: LUN: 00B020046
Submitter: B DT
Status Code: C
MFN: 0 I
Article: N
Kit Part: N
http://msds.pdc.comell.edu/msds/msdsdod/aI91 /m95459 .htm
3/28/2003
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MULTIPURPOSE PETROLEUM HYDROCARBON
Page 2 of6
Manufacturer's Information
Manufacturer's Name: BURMAN-CASTROL INC.
Post Office Box: N/K
Manufacturer's Address!: 30 EXECUTIVE AVE
Manufacturer's Address2: EDISON, NJ 08817
Manufacturer's Country: US
General Information Telephone: N/K
Emergency Telephone: 201287-3120
Emergency Telephone: 201287-3120
MSDS Preparer's Name: N/K
Proprietary: N
Reviewed: Y
Published: Y
CAGE: D0829
Special Project Code: N
Contractor Information
Contractor's Name: BURMAH CASTROL,INC.
Contractor's Address!: 30 EXECUTIVE AVE
Contractor's Address2: EDISON, NJ 08817
Contractor's Telephone: UNKNOWN
Contractor's CAGE: 37995
Contractor Information
Contractor's Name: BURMAN-CASTROL INC.
Post Office Box: N/K
Contractor's Address!: 30 EXECUTIVE AVE
Contractor's Address2: EDISON, NJ 08817
Contractor's Telephone: N/K
Contractor's CAGE: D0829
Section 2 - Compositon/Information on Ingredients
MULTIPURPOSE PETROLEUM HYDROCARBON
Ingredient Name: PETROLEUM SPIRITS(EXEMPT 66)
Ingredient CAS Number: 64742-88-7 Ingredient CAS Code: M
RTECS Number: RTECS Code: X
=WT: =WT Code:
=V olume: =V olume Code:
>WT: >WT Code:
>Volume: >Volume Code:
<WT: <WT Code:
<Volume: <Volume Code:
% Low WT: % Low WT Code:
% High \"T: % High WT Code:
% Low Volume: % Low Volume Code:
% High Volume: % High Volume Code:
% Text: 7-25
http://msds.pdc.comell.edulmsds/msdsdod/aI91/m95459.htm
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MULTIPURPOSE PETROLEUM HYDROCARBON
% Enviromental Weight:
Other REC Limits: N/K
OSHA PEL: N/K OSHA PEL Code: M
OSHA STEL: OSHA STEL Code:
ACGIH TL V: 525 MGIM3 ACGIH TL V Code: M
ACGIH STEL: NIP ACGIH STEL Code:
EP A Reporting Quantity:
DOT Reporting Quantity:
Ozone Depleting Chemical: N
Page 3 of6
Section 3 - Hazards Identification, Including Emergency Overview
MULTIPURPOSE PETROLEUM HYDROCARBON
--.....-----
Health Hazards Acute & Chronic: INHALATION:REMOVE FROM AREA OF
VAPORS.SKIN:WIPE OR USE WATERLESS HAND CLEANER, WASH SKIN WITH SOAP AND
WATER.INGESTION:DO NOT INDUCE VOMITING, CONTACT A PHYSICIAN.
Signs & Symptoms of Overexposure:
SAME AS ACUTE & CHRONIC EXPOSURE.
Medical Conditions Aggravated by Exposure:
N/K
LDSO LCSO Mixture: N/K
Route of Entry Indicators:
Inhalation: YES
Skin: YES
Ingestion: YES
Carcenogenicity Indicators
NTP: NIP
IARC: NIP
OSHA: NIP
Carcinogenicity Explanation: N/K
Section 4 - First Aid Measures
MUL TIPURPOSE PETROLEUM HYDROCARBON
First Aid:
INHALA TION:REMOVE FROM AREA OF V APORS.EYES:FLUSH EYES WITH CLEAR WATER
UNTIL IRRITATION SUBSIDES.CONT ACT A PHYSICIAN AS SOON AS POSSIBLE.SKIN :WIPE
OR USE WATERLESS HANDCLEANER, WASH SKIN WITH SOAP AND
W A TER.INGESTION :DO NOT INDUCE VOMITING,CONT ACT A PHYSICIAN.
---.-.---.
Section 5 - Fire Fighting Measures
MULTIPURPOSE PETROLEUM HYDROCARBON
---_.~,_._....,,~.,.__._,..
.---.----.-.-
Fire Fighting Procedures:
http://msds.pdc.comell.edu/msds/msdsdodlaI91 /m95459 .htm
3/28/2003
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MULTIPURPOSE PETROLEUM HYDROCARBON
Page 4 of6
USE AIR-SUPPLIED RESCUE EQUIPMENT FOR ENCLOSED AREAS.COOL EXPOSED
CONTAINERS WITH WATER.
Unusual Fire or Explosion Hazard:
STORE IN CLOSED CONTAINERS A WAY FROM SOURCES OF IGNITION AND OXIDIZING
SUBST ANCES.
Extinguishing Media:
DRY CHEMICAL,CARBON DIOXIDE,FOAM,W ATER FOG
Flash Point: Flash Point Text: 210 DEG F
Autoignition Temperature:
Autoignition Temperature Text: N/ A
Lower Limit(s): 1.0
Upper Limit(s): 6.0
Section 6 - Accidental Release Measures
MULTIPURPOSE PETROLEUM HYDROCARBON
Spill Release Procedures:
MOP OR WIPE UP,OR ABSORB WITH CLA Y,DIATOMACEOUS EARTH OR OTHER INERT
MATERIAL AND STORE IN CLOSED METAL CONTAINERS.
.-....-..,...--.--.-.---.-----.-.--
Section 7 - Handling and Storage
MULTIPURPOSE PETROLEUM HYDROCARBON
Handling and Storage Precautions:
Other Precautions:
Section 8 - Exposure Controls & Personal Protection
MULTIPURPOSE PETROLEUM HYDROCARBON
Repiratory Protection:
USE SUPPLIED AIR RESPIRATORY PROTECTION IN CONFINED OR ENCLOSED AREAS.
Ventilation:
LOCAL EXHAUST,MAINTAIN EXPOSURE BELOW 5 MG PER CUBIC METER.MECHANICAL
(GENERAL) FAN IF NEEDED.
Protective Gloves:
TANTGLOVES
Eye Protection: SPLASH GOGGLES
Other Protective Equipment: USE CHEMICALLY RESIST ANT APRON OR OTHER CLOTHING
TO AVOID PROLONGED SKIN CONTACT.
Work Hygenic Practices: N/K
Supplemental Health & Safety Information: N/K
Section 9 - Physical & Chemical Properties
MULTIPURPOSE PETROLEUM HYDROCARBON
-.~--.----_..------...
HCC:
NRC/State License Number:
Net Property Weight for Ammo:
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Boiling Point: Boiling Point Text: N/R
Melting/Freezing Point: Melting/Freezing Text: NIK
Decomposition Point: Decomposition Text: NIK
Vapor Pressure: @ 20 DEG C Vapor Density: >1.0
Percent Volatile Organic Content:
Specific Gravity: 0.88
Volatile Organic Content Pounds per Gallon:
pH: NIK
Volatile Organic .Content Grams per Liter:
Viscosity: NIP
Evaporation Weight and Reference: <0.01
Solubility in Water: NEGLIGIBLE
Appearance and Odor: DARK GREEN MOBILE LIQUID,ODOR REMINISCENT OF POPCORN.
Percent Volatiles by Volume: 7
Corrosion Rate: NIK
Section 10 - Stability & Reactivity Data
MULTIPURPOSE PETROLEUM HYDROCARBON
Stability Indicator: YES
Materials to Avoid:
AVOID STRONG OXIDIZING AGENTS,LIKE LIQUID CHLORINE AND CONCENTRATED
OXYGEN.
Stability Condition to Avoid:
NIK
Hazardous Decomposition Products:
COMBUSTION MAY PRODUCE SMOKE,CARBON MONOXIDE AND OXIDES OF SULFUR
AND NITROGEN.
Hazardous Polymerization Indicator: NO
Conditions to Avoid Polymerization:
N/R
Section 11 - Toxicological Information
MULTIPURPOSE PETROLEUM HYDROCARBON
Toxicological Information:
NIP
Section 12 - Ecological Information
MULTIPURPOSE PETROLEUM HYDROCARBON
.__._-_.__.......__._~---
Ecological Information:
NIP
Section 13 - Disposal Considerations
MUL TIPURPOSE PETROLEUM HYDROCARBON
-_._-
Waste Disposal Methods:
CONTROLLED INCINERATION OR METHOD IN COMPLIANCE WITH LOCAL, STATE AND
FEDERAL REGULATIONS REGARDING HEAL TH,AIR AND WATER POLLUTION.
.................-..--..-..-,-------
Section 14 - MSDS Transport Information
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MULTIPURPOSE PETROLEUM HYDROCARBON
Transport Information:
NIP
Section 15 - Regulatory Information
MULTIPURPOSE PETROLEUM HYDROCARBON
SARA Title III Information:
NIP
Federal Regulatory Information:
NIP
State Regulatory Information:
NIP
Section 16 - Other Information
MULTIPURPOSE PETROLEUM HYDROCARBON
Other Information:
NIP
HAZCOM Label Information
Product Identification: MULTIPURPOSE PETROLEUM HYDROCARBON
CAGE: D0829
Assigned Individual: Y
Company Name: BURMAN-CASTROL INC.
Company PO Box: NIK
Company Street Addressl: 30 EXECUTIVE AVE
Company Street Address2: EDISON, NJ 08817 US
Health Emergency Telephone: 201287-3120
Label Required Indicator: Y
Date Label Reviewed: 12/16/1998
Status Code: C
Manufacturer's Label Number:
Date of Label: 12/16/1998
Year Procured: NIK
Organization Code: G
Chronic Hazard Indicator: NIP
Eye Protection Indicator: NIP
Skin Protection Indicator: NIP
Respiratory Protection Indicator: NIP
Signal Word: NIP
Health Hazard:
Contact Hazard:
Fire Hazard:
Reactivity Hazard:
8/812002 7:12:50 AM
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Material Safety
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.DivisiQ!Lº.fJ~'acilities Services
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For Cornell University Convenience Only
.......... . n. .....~.. _..__. "."
PAINT THINNER, 330010
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I Section 8 - Exposure Controls & Personal Protection II Section 16 - Other Information I
The information in this document is compiled from information maintained by the United States
Department of Defense (DaD). Anyone using this information is solely reponsible for the accuracy and
applicability of this information to a particular use or situation.
Cornell University does not in any way warrant or imply the applicability, viability or use of this
information to any person or for use in any situation.
Section 1 - Product and Company Identification
PAINT THINNER, 330010
Product Identification: PAINT THINNER, 330010
Date of MSDS: 06/09/1986 Technical Review Date: 09/25/1995
FSC: 8010 NIIN: LIIN: 00N063841
Submitter: N EN
Status Code: C
MFN: 0 I
Article: N
Kit Part: N
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Manufacturer's Information
Manufacturer's Name: BENNETTE PAINT MFG CO INC
Manufacturer's Addressl: 401 INDUSTRY DR
Manufacturer's Address2: HAMPTON, VA 23661
Manufacturer's Country: US
General Information Telephone: 804-838-7777
Emergency Telephone: 804-838-7777
Emergency Telephone: 804-838-7777
MSDS Preparer's Name: NIP
Proprietary: N
Reviewed: N
Published: Y
CAGE: 3YI07
Special Project Code: N
Contractor Information
Contractor's Name: BENNETTE PAINT MANUFACTURING CO INC
Contractor's Addressl: 401 INDUSTRY DR
Contractor's Address2: HAMPTON, VA 23661
Contractor's Telephone: 804-838-7777
Contractor's CAGE: 3Y107
Section 2 - Compositon/Information on Ingredients
PAINT THINNER, 330010
Ingredient Name: SOLVENT ALIPHATIC-HYDROCARBON VP: <10 @25C
Ingredient CAS Number: Ingredient CAS Code:X
RTECS Number: RTECS Code: X
=WT: =WT Code:
=V olume: =V olume Code:
>WT: >WT Code:
>Volume: >Volume Code:
<WT: <WT Code:
<V olume: <Volume Code:
% Low WT: % Low WT Code:
% High WT: % High WT Code:
% Low Volume: % Low Volume Code:
% High Volume: % High Volume Code:
% Text: 100
% Enviromental Weight:
Other REC Limits: N/K
OSHA PEL: N/K (FP N) OSHA PEL Code: M
OSHA STEL: O~HA STEL Code:
ACGIH TLV: 100 PPM (MFR) ACGIH TLV Code: M
ACGIH STEL: NIP ACGIH STEL Code:
EP A Reporting Quantity:
DOT Reporting Quantity:
Ozone Depleting Chemical:
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Section 3 - Hazards Identification, Including Emergency Overview
PAINT THINNER, 330010
Health Hazards Acute & Chronic: INHALATION OF HIGH VAPOR CONCENTRATION MAY
HAVE RESULTS RANGING FROM DIZZINESS AND HEADACHES TO UNCONSCIOUSNESS.
PROLONGED OR REPEATED LIQUID CONTACT WITH THE SKIN WILL DRY AND DEFAT
THE SKIN LEADING TO IRRITATION AND DERMATITIS.
Signs & Symptoms of Overexposure:
SEE HEALTH HAZARDS.
Medical Conditions Aggravated by Exposure:
ANY EXISTING SKIN IRRITATION, ALLERGIES OR RESPIRATORY AILMENTS.
LD50 LC50 Mixture: NONE SPECIFIED BY MANUFACTURER.
Route of Entry Indicators:
Inhalation: YES
Skin: YES
Ingestion: NO
Carcenogenicity Indicators
NTP: NO
IARC: NO
OSHA: NO
Carcinogenicity Explanation: NOT RELEVANT
Section 4 - First Aid Measures
PAINT THINNER, 330010
First Aid:
INHAL: IF OVERCOME BY VAPORS, REMOVE FROM EXPOSURE IMMEDIATELY; CALL
MD. IF BREATHING IS IRREGULAR OR STOPPED, START RESUSCITATION, ADMINISTER
OXYGEN. INGEST: DO NOT INDUCE VOMITING; CALL MD. SKIN: RE MOVE ANY
CONTAMINATED CLOTHING & WASH SKIN WITH SOAP & WATER. EYES: FLUSH EYES
WITH CLEAR WATER FOR AT LEAST 15 MINUTES OR UNTIL IRRITATION SUBSIDES.
Section 5 - Fire Fighting Measures
PAINT THINNER, 330010
Fire Fighting Procedures:
USE NIOSHIMSHA APPROVED SCBA AND FULL PROTECTIVE EQUIPMENT (FP N). COOL
CLOSED CONTAINERS WITH WATER SPRAY. A VOID BREATHING VAPORS OR FUMES.
Unusual Fire or Explosion Hazard:
DO NOT MIX WITH STRONG OXIDANTS LIKE LIQUID CHLORINE OR CONCENTRATED
OXYGEN.
Extinguishing Media:
FOAM, CARBON DIOXIDE, DRY CHEMICAL, WATER FOG, WATER SPRAY.
Flash Point: Flash Point Text: 108F,42C
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Autoignition Temperature:
Autoignition Temperature Text: N/A
Lower Limit(s): 1.0%
Upper Limit(s): N/K
Section 6 - Accidental Release Measures
PAINT THINNER, 330010
Spill Release Procedures:
REMOVE ALL IGNITION SOURCES. KEEP PEOPLE AWAY. RECOVER FREE LIQUID AND
ADD ABSORBENT TO SPILL AREA. AVOID BREATHING VAPORS AND VENTILATE
CONFINED SPACES. OPEN ALL WINDOWS AND DOORS. KEEP PETROLEUM PRO DUCTS
OUT OF SEWERS AND WATER STREAMS.
----.,..,...,,--.,.-.----
Section 7 - Handling and Storage
PAINT THINNER, 330010
Handling and Storage Precautions:
Other Precautions:
Section 8 - Exposure Controls & Personal Protection
PAINT THINNER, 330010
Repiratory Protection:
NIOSH/MSHA APPROVED HYDROCARBON VAPOR CANISTER OR SUPPLIED-AIR HOSE
MASK IF NEEDED.
Ventilation:
FACE VELOCITY >60 FPM. EXPLOSION PROOF VENT EQUIP. NO SMOKING OR OPEN
LIGHTS. USE ONLY W/ADEQ (EQUIV TO OUTDOOR) VENT.
Protective Gloves:
CHEMICAL RESIST ANT GLOVES.
Eye Protection: ANSI APPRVD CHEM WORKERS GOGGLES (FP N).
Other Protective Equipment: HYDROCARBON-INSOLUBLE APRON IF NEEDED.
. Work Hygenic Practices: WASH HANDS AFTER USE, BEFORE EATING, SMOKING OR USING
WASHROOM.
Supplemental Health & Safety Information: NONE SPECIFIED BY MANUFACTURER.
Section 9 - Physical & Chemical Properties
PAINT THINNER, 330010
_·._4··_·..__...._.._~.._~_··______·__
HCC:
NRC/State License Number:
Net Property Weight for Ammo:
Boiling Point: Boiling Point Text: >313F,> l56C
Melting/Freezing Point: Melting/Freezing Text: N/K
Decomposition Point: Decomposition Text: N/K
Vapor Pressure: SEE ING Vapor Density: HV NAIR
Percent Volatile Organic Content:
Specific Gravity: 0.791 (FP N)
http://msds.pdc.comell.edu/msds/msdsdod/a431 /m215064.htm
3/28/2003
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Volatile Organic Content Pounds per Gallon:
pH: N/K
Volatile Organic Content Grams per Liter:
Viscosity: NIP
Evaporation Weight and Reference: SLOWER THAN ETHER
Solubility in Water: N/K
Appearance and Odor: NONE SPECIFIED BY MANUFACTURER.
Percent Volatiles by Volume: 100
Corrosion Rate: N/K
..,,---,--...,_......-~--
Section 10 - Stability & Reactivity Data
PAINT THINNER, 330010
Stability Indicator: YES
Materials to Avoid:
STRONG OXIDANTS LIKE: LIQUID CHLORINE, CONCENTRATED OXYGEN, SODIUM OR
CALCIUM HYPOCHLORITE.
Stability Condition to Avoid:
ANY SOURCE OF IGNITION.
Hazardous Decomposition Products:
FUMES, SMOKE AND CARBON MONOXIDE IN THE CASE OF INCOMPLETE COMBUSTION.
Hazardous Polymerization Indicator: NO
Conditions to A void Polymerization:
NOT RELEVANT
-.--..---
Section 11 - Toxicological Information
PAINT THINNER, 330010
Toxicological Information:
NIP
Section 12 - Ecological Information
PAINT THINNER, 330010
Ecological Information:
NIP
Section 13 - Disposal Considerations
PAINT THINNER, 330010
--..---.-..----.-.....-...¥.-.....--.-...-.----
Waste Disposal Methods:
ASSURE CONFORMITY WITH APPLICABLE FEDERAL, STATE AND LOCAL DISPOSAL
REGULATIONS. DISPOSE OF ABSORBED MATERIAL AT AN APPROVED DISPOSAL SITE OR
FACILITY.
---------
Section 14 - MSDS Transport Information
PAINT THINNER, 330010
-_._._---~-~
Transport Information:
NIP
Section 15 - Regulatory Information
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PAINT THINNER, 330010
SARA Title III Information:
NIP
Federal Regulatory Information:
NIP.
State Regulatory Information:
NIP
Section 16 - Other Information
PAINT THINNER, 330010
------.-...-....,.....-..,..,
Other Information:
NIP
HAZCOM Label Information
Product Identification: PAINT THINNER, 330010
CAGE: 3YI07
Assigned Individual: N
Company Name: BENNETTE P AINT MANUFACTURING CO INC
Company PO Box:
Company Street Addressl: 401 INDUSTRY DR
Company Street Address2: HAMPTON, VA 23661 US
Health Emergency Telephone: 804-838-7777
Label Required Indicator: Y
Date Label Reviewed: 09/25/1995
Status Code: C
Manufacturer's Label Number:
Date of Label: 09/25/1995
Year Procured: N/K
Organization Code: G
Chronic Hazard Indicator: N
Eye Protection Indicator: YES
Skin Protection Indicator: YES
Respiratory Protection Indicator: YES
Signal Word: WARNING
Health Hazard: Moderate
Contact Hazard: Slight
Fire Hazard: Moderate
Reactivity Hazard: None
8/9120029:16:15 AM
http://msds.pdc.comell.edu/msds/msdsdodla43l/m2l5064.htm
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Material Safety
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Diy.i.~jºn....ºfEªçi.liti.~~S~rYiç~~
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For Cornell University Convenience Only
.... ...............................
............ .......................m...~... ........................... ,.......' h............... .. ................... ... ............
CENTARI MIXING TINTING CAR PAINT
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I Section 8 - Exposure Controls & Personal Protection II Section 16 - Other Information I
The information in this document is compiled from information maintained by the United States
Department of Defense (DaD). Anyone using this information is solely reponsible for the accuracy and
applicability of this information to a particular use or situation.
Cornell University does not in any way warrant or imply the applicability, viability or use of this
information to any person or for use in any situation.
Section 1 - Product and Company Identification
CENT ARI MIXING TINTING CAR PAINT
Product Identification: CENT ARI MIXING TINTING CAR PAINT
Date of MSDS: 08/25/1989 Technical Review Date: 09117/1991
FSC: 8010 NIIN: LIIN: 00N018413
Submitter: N EN
Status Code: C
MFN: 0 I
Article: N
Kit Part: N
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Manufacturer's Information
Manufacturer's Name: E I DUPONT DE NEMOURS
Post Office Box: B-1130
Manufacturer's Addressl: RAKETSTRAAT, 100, RUE DE LA FUSEE
Manufacturer's Address2: BRUSSEL, BELGIUM, NK 00000
Manufacturerts Country: NK
General Information Telephone: 32-0-15-401-505
Emergency Telephone: 32-0-15-401-505
Emergency Telephone: 32-0-15-401-505
MSDS Preparer's Name: NIP
Proprietary: N
Reviewed: N
Published: Y
CAGE: OERJ7
Special Project Code: N
Contractor Information
Contractor's Name: E I DUPONT DE NEMOURS & CO, INC.
Post Office Box: N/K
Contractor's Addressl: 1007 MARKET STREET
Contractor's Address2: WILMINGTON, DE 19898
Contractor's Telephone: 800-441-7515
Contractor's CAGE: OERJ7
Contractor Information
Contractor's Name: E.!. DUPONT DE NEMOURS & CO (INC)
Contractor's Addressl: 1007 MARKET STREET
Contractor's Address2: WILMINGTON, DE 19898
Contractor's Telephone: 800-441-7515
Contractor's CAGE: 18873
Section 2 - CompositonlInformation on Ingredients
CENTARI MIXING TINTING CAR PAINT
Ingredient Name: N-BUTYL ACETATE (SARA III)
Ingredient CAS Number: 123-86-4 Ingredient CAS Code: M
RTECS Number: AF7350000 RTECS Code: M
=WT: =WT Code:
=V olume: =V olume Code:
>WT: >WT Code:
>Volume: >Volume Code:
<WT: <WT Code:
<V olume: <Volume Code:
% Low WT: % Low WT Code:
% High WT: % High WT Code:
% Low Volume: % Low Volume Code:
% High Volume: % High Volume Code:
% Text: +-1-16
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% Enviromental Weight:
Other REC Limits: Nf.K
OSHA PEL: 150 PPMl200 STEL OSHA PEL Code: M
OSHA STEL: OSHA STEL Code:
ACGIH TLV: 150 PPM/200STEL;9192 ACGIH TLV Code: M
ACGIH STEL: NIP ACGIH STEL Code:
EP A Reporting Quantity: 5000 LBS
DOT Reporting Quantity: 5000 LBS
Ozone Depleting Chemical: N
Ingredient Name: XYLENES (O-,M-,P- ISOMERS) (SARA III)
Ingredient CAS Number: 1330-20-7 Ingredient CAS Code: M
RTECS Number: ZE2100000 RTECS Code: M
=WT: =WT Code:
=V olume: =V olume Code:
>WT: >WT Code:
>Volume: >Volume Code:
<WT: <WT Code:
<V olume: <Volume Code:
% Low WT: % Low WT Code:
% High WT: % High WT Code:
% Low Volume: % Low Volume Code:
% High Volume: % High Volume Code:
% Text: +-10-51
% Enviromental Weight:
Other REC Limits: Nf.K
OSHA PEL: 100 PPMl150 STEL OSHA PEL Code: M
OSHA STEL: OSHA STEL Code:
ACGIH TLV: 100 PPMlI50STEL;9192 ACGIH TLV Code: M
ACGIH STEL: NIP ACGIH STEL Code:
EP A Reporting Quantity: 1000 LBS
DOT Reporting Quantity: 1000 LBS
Ozone Depleting Chemical: N
Section 3 - Hazards Identification, Including Emergency Overview
CENTARI MIXING TINTING CAR PAINT
Health Hazards Acute & Chronic: HARMFUL BY INHALATION AND IF SWALLOWED.
REPEATED AND PROLONGED OVEREXPOSURE TO SOLVENT MAY CAUSE BRAIN AND
NERVOUS SYSTEM DAMAGE.
Signs & Symptoms of Overexposure:
NONE SPECIFIED BY MANUFACTURER.
Medical Conditions Aggravated by Exposure:
NONE SPECIFIED BY MANUFACTURER.
LD50 LC50 Mixture: SEE INGREDIENTS
Route of Entry Indicators:
http://msds.pdc.comeII.edulmsds/msdsdodla344/m 171632.htm
3/28/2003
CENTARI MIXING TINTING CAR PAINT
Page 4 of9
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Inhalation: YES
Skin: NO
Ingestion: NO
Carcenogenicity Indicators
NTP: NO
IARC: NO
OSHA: NO
Carcinogenicity Explanation: NOT RELEV ANT
Section 4 - First Aid Measures
CENT ARI MIXING TINTING CAR PAINT
First Aid:
INHAL: MOVE TO FRESH AIR. OXYGEN OR ARTIFICIAL RESPIRATION IF NEEDED. CALL
MD AFTER SIGNIFICANT EXPOSURE. SKIN: WASH OFF IMMEDIATELY WITH SOAP AND
PLENTY OF WATER. EYE: RINSE THOROUGHLY WITH PLENTY OF WATER FOR AT LEAST
15 MIN AND CALL MD.KEEP EYE WIDE OPEN WHILE RINSING. INGEST: NEVER GIVE
ANYTHING TO AN UNCON PERSON. RINSE MOUTH, INGEST ACTIVATED CHARCOAL.
CALL MD IMMEDIA TEL Y.
Section 5 - Fire Fighting Measures
CENTARI MIXING TINTING CAR PAINT
Fire Fighting Procedures:
USE NIOSH/MSHA APPROVED SCBA & FULL PROTECTIVE EQUIPMENT (FP N).
Unusual Fire or Explosion Hazard:
SPRAY MIST MAY BE FLAMMABLE AT TEMPERATURES BELOW THE FLASH POINT.
Extinguishing Media:
SUITABLE: DRY POWDER, FOAM, C02, WATER SPRAY.
Flash Point: Flash Point Text: 71.6F,22.0C
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Autoignition Temperature Text: Nt A
Lower Limit(s): +-1,1 %
Upper Limit(s): +-7,6%
Section 6 - Accidental Release Measures
CENT ARI MIXING TINTING CAR PAINT
Spill Release Procedures:
DO NOT LET PRODUCT ENTER DRAINAGE SYSTEM. ENSURE ADEQUATE VENTILATION.
USE PERSONAL PROT EQUIPMENT. SOAK UP WITH INERT ABSORBENT MATERIAL (E.G.
SAND, KIESELGUHR, ACID BINDER, UNIVERSAL BINDER, SAWDUST ). CLEAN
W/DETERGENTS. AVOID SOLVENTS.
Section 7 - Handling and Storage
CENT ARI MIXING TINTING CAR PAINT
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Handling and Storage Precautions:
Other Precautions:
Section 8 - Exposure Controls & Personal Protection
CENTARI MIXING TINTING CAR PAINT
Repiratory Protection:
NIOSH/MSHA APPROVED RESPIRATORY EQUIPMENT: PREFERABLY A COMPRESSED
AIRLINE BREATHING APPARATUS, IF NOT AVAILABLE: RESPIRATOR WITH
COMBINATION FILTER FOR V APOR/P ARTICULATE.
Ventilation:
PROVIDE FOR APPROPRIATE EXHAUST VENTILATION AT SPRAY BOOTH AND OVEN.
Protective Gloves:
SOL VENT RESIST ANT GLOVES.
Eye Protection: CHEMICAL WORKERS GOGGLES (FP N).
Other Protective Equipment: NONE SPECIFIED BY MANUFACTURER.
Work Hygenic Practices: KEEP A WAY FROM FOOD, DRINK AND ANIMAL FEEDING STUFFS.
WASH HANDS BEFORE BREAKS AND AT END OF WORKDAY.
Supplemental Health & Safety Information: NONE SPECIFIED BY MANUFACTURER.
-------_._-
Section 9 - Physical & Chemical Properties
CENT ARI MIXING TINTING CAR PAINT
HCC: F3
NRC/State License Number:
Net Property Weight for Ammo:
Boiling Point: Boiling Point Text: NIK
Melting/Freezing Point: Melting/Freezing Text: NIK
Decomposition Point: Decomposition Text: NIK
Vapor Pressure: NIK Vapor Density: VARIES
Percent Volatile Organic Content:
Specific Gravity: NIK
Volatile Organic Content Pounds per Gallon:
pH: N/ A
Volatile Organic Content Grams per Liter:
Viscosity: NIP
Evaporation Weight and Reference: NIK
Solubility in Water: IMMISCIBLE
Appearance and Odor: VARIOUS COLORED LIQUID, SOLVENT ODOR.
Percent Volatiles by Volume: NIK
Corrosion Rate: NIK
Section 10 - Stability & Reactivity Data
CENT ARI MIXING TINTING CAR PAINT
Stability Indicator: YES
Materials to A void:
NONE SPECIFIED BY MANUFACTURER.
Stability Condition to Avoid:
NONE SPECIFIED BY MANUFACTURER.
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Page 6 of9
Hazardous Decomposition Products:
CO, SMOKE.
Hazardous Polymerization Indicator: NO
Conditions to Avoid Polymerization:
NOT RELEVANT
Section 11 - Toxicological Information
CENTARI MIXING TINTING CAR PAINT
Toxicological Information:
NIP
-~..~._-,",-.,--_._-
Section 12 - Ecological Information
CENTARI MIXING TINTING CAR PAINT
Ecological Information:
NIP
Section 13 - Disposal Considerations
CENTARI MIXING TINTING CAR PAINT
Waste Disposal Methods:
PREVENT PRODUCT ENTERING SEWERS. CAN BE INCINERATED, WHEN IN COMPLIANCE
WITH FEDERAL, STATE AND LOCAL REGULATIONS. INCINERATION COULD LffiERATE
PRODUCTS MENTIONED IN 2.11.
Section 14 - MSDS Transport Information
CENT ARI MIXING TINTING CAR PAINT
Transport Information:
NIP
Section 15 - Regulatory Information
CENT ARI MIXING TINTING CAR PAINT
SARA Title III Information:
NIP
Federal Regulatory Information:
NIP
State Regulatory Information:
N/P
Section 16 - Other Information
CENTARI MIXING TINTING CAR PAINT
Other Information:
NIP
HMIS Transportation Information
Product Identification: CENTARI MIXING TINTING CAR PAINT
Transporation ID Number: 23118
Responsible Party CAGE: OERJ7
Date MSDS Prepared: 08/25/1989
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Date MSDS Reviewed: 10/17/1991
MFN: 10/17/1991
Submitter: N TN
Status Code: C
Container Information
Unit of Issue: NK
Container Quantity: NK
Type of Container:
Net Unit Weight:
Article without MSDS: N
Technical Entry NOS Shipping Number:
Radioactivity:
Form:
Net Explosive Weight:
Coast Guard Ammunition Code:
Magnetism: N/P
AF MMAC Code:
DOD Exemption Number:
Limited Quantity Indicator:
Multiple Kit Number: 0
Kit Indicator: N
Kit Part Indicator: N
Review Indicator: Y
Additional Data:
Page 70f9
Department of Transportation Information
DOT Proper Shipping Name: PAINT RELATED MATERIAL
DOT PSN Code: LFJ
Symbols:
DOT PSN Modifier: INCLUDING PAINT THINNING, DRYING, REMOVING, OR REDUCING
COMPOUND
Hazard Class: 3
UN ID Number: UN1263
DOT Packaging Group: II
Label: FLAMMABLE LIQUID
Special Provision(s): B52,T7,T30
Packaging Exception: 150
Non Bulk Packaging: 173
Bulk Packaging: 242
Maximimum Quanity in Passenger Area: 5 L
Maximimum Quanity in Cargo Area: 60 L
Stow in Vessel Requirements: B
Requirements Water/Sp/Other:
IMO Detail Information
IMO Proper Shipping Name: PAINT OR PAINT RELATED MATERIAL
IMO PSN Code: LCP
IMO PSN Modifier: (INCLUDING PAINT, LACQUER, ENAMEL, STAIN, SHELLAC
SOLUTIONS, VARNISH, POLISH, LIQUID FILLER AND LIQUID LACQUER BASE) OR
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Page 8 of9
(INCLUDING PAINT THINNING OR REDUCING COMPOUND) 0
IMDG Page Number: 3268
UN Number: 1263
UN Hazard Class: 3.2
IMO Packaging Group: VII *
Subsidiary Risk Label: -
EMS Number: 3-05
Medical First Aid Guide Number: 310
lATA Detail Information
lATA Proper Shipping Name: PAINT RELATED MATERIAL
lATA PSN Code: SXL
IA T A PSN Modifier: (INCLUDING PAINT THINNING OR REDUCING COMPOUNDS)
lATA UN Id Number: 1263
lATA UN Class: 3
Subsidiary Risk Class:
UN Packaging Group: II
lATA Label: FLAMMABLE LIQUID
Packaging Note for Passengers: 305
Maximum Quantity for Passengers: 5L
Packaging Note for Cargo: 307
Maximum Quantity for Cargo: 60L
Exceptions: A7,A72
AFI Detail Information
AFI Proper Shipping Name: SEE ADDITIONAL DATA FIELD IN HMIS FOR FURTHER
INFORMATION
AFI Symbols:
AFI PSN Code: XXX
AFI PSN Modifier:
AFI UN Id Number: N/A
AFI Hazard Class: N/A
AFI Packing Group: N/ A
AFI Label:
Special Provisions: N/ A
Back Pack Reference: N/ A
HAZCOM Label Information
Product Identification: CENT ARI MIXING TINTING CAR P AlNT
CAGE: OERJ7
Assigned Individual: N
Company Name: E I DUPONT DE NEMOURS & CO, INC.
Company PO Box: N/K
Company Street Address!: 1007 MARKET STREET
Company Street Address2: WILMINGTON, DE 19898 US
Health Emergency Telephone: 32-0-15-401-505
Label Required Indicator: Y
Date Label Reviewed: 09/17/1991
Status Code: C
Manufacturer's Label Number:
Date of Label: 09117/1991
Year Procured: N/K
Organization Code: G
Chronic Hazard Indicator: Y
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Page 90f9
Eye Protection Indicator: YES
Skin Protection Indicator: YES
Respiratory Protection Indicator: YES
Signal Word: DANGER
Health Hazard: Moderate
Contact Hazard: None
Fire Hazard: Severe
Reactivity Hazard: None
8/8/2002 6: 11 : 18 PM
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Page 1 of7
~Materlal Safety
Data heets
ºjy.j~iºn...ºf...Fªç.Ujji~ltS~ryjç~~
DOD Hazardous Material Information (ANSI Format)
For Cornell University Convenience Only
PS-699 P,P-DDT
~_...,.
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Properties
S.~çJiºn2::C.ºmpº~ilºrrl.lrrfQnD-ªli9º-. Qrr_Ingre.dients. I S~çti_Qº-_lº_::_SJªþjli1Y_~_.Rç_aclbrity_Pªlª I
s.~çti.QnJ....::....HªzªId~JdçJ1ÜfiçªtiQnlrrç.lµdingJ3.m~rg~.nçy S.~çliºD.,..ll::_Iº~iç-ºlQg¡ç-ªlJ!lfº[mªtiºº
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InfmJrlatiQº
I S_eçJim1I::Hªndling@d__StQmge II S~çliºll.J~_:...Re.gµlªlºr.y...lnfºrrnªtiºn I
Section 8 - Exposure Controls & Personal Protection II Section 16 - Other Infornlation I
The information in this document is compiled from information maintained by the United States
Department of Defense (DOD). Anyone using this information is solely reponsible for the accuracy and
applicability of this information to a particular use or situation.
Cornell University does not in any way warrant or imply the applicability, viability or use of this
information to any person or for use in any situation.
Section 1 - Product and Company Identification
PS-699 P,P-DDT
Product Identification: PS-699 P,P-DDT
Date of MSDS: 07/10/1990 Technical Review Date: 09/03/1990
FSC: 6810 NUN: LUN: 00F018278
Submitter: F BT
Status Code: C
MFN: 0 I
Article: N
Kit Part: N
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PS-699 P,P-DDT
Manufacturer's Information
Manufacturer's Name: CHEM SERVICE INC
Post Office Box: 3108
Manufacturer's Addressl: N/K
Manufacturer's Address2: WEST CHESTER, PA 19381
Manufacturer's Country: NK
General Information Telephone: (215) 386-2100
Emergency Telephone: (215) 386-2100
Emergency Telephone: (215) 386-2100
MSDS Preparer's Name: NIP
Proprietary: N
Reviewed: Y
Published: Y
CAGE: 84898
Special Project Code: N
Preparer Information
Preparer's Name: CHEM SERVICE INC
Post Office Box: 3108
Preparer's Addressl: N/K .
Preparer's Address2: WEST CHESTER, PA 19381
Preparer's CAGE: 84898
Assigned Individual: N
Contractor Information
Contractor's Name: CHEM SERVICE INC
Post Office Box: 3108
Contractor's Addressl: N/K
Contractor's Address2: WESTCHESTER, PA 19381
Contractor's Telephone: 215-692-3026
Contractor's CAGE: 84898
Contractor Information
Contractor's Name: CHEM SERVICE, INC
Post Office Box: 599
Contractor's Addressl: 660 TOWER LN
Contractor's Address2: WEST CHESTER, PA 19301-9650
Contractor's Telephone: 610-692-3026
Contractor's CAGE: 8Y898
Page2 of 7
Section 2 - Compositon/Information on Ingredients
PS-699 P,P-DDT
~____M_____.____.__._........._~_._____..
Ingredient Name: DDT (DICHLORODIPHENYLTRICHLOROETHANE) (SARA III)
Ingredient CAS Number: 50-29-3 Ingredient CAS Code: M
RTECS Number: KJ3325000 RTECS Code: M
=WT: =WT Code:
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Page 3 of7
=V olume: =V olume Code:
>WT: >WT Code:
>Volume: >Volume Code:
<WT: <WT Code:
<V olume: <Volume Code:
% Low WT: % Low WT Code:
% High WT: % High WT Code:
% Low Volume: % Low Volume Code:
% High Volume: % High Volume Code:
% Text: 98%
% Enviromental Weight:
Other REC Limits: N/K
OSHA PEL: S, 1 MG/M3 OSHA PEL Code: M
OSHA STEL: OSHA STEL Code:
ACGIH TLV: 1 MG/M3; 9192 ACGIH TLV Code: M
ACGIH STEL: NIP ACGIH STEL Code:
EP A Reporting Quantity: 1 LB
DOT Reporting Quantity: 1 LB
Ozone Depleting Chemical: N
Section 3 - Hazards Identification, Including Emergency Overview
PS-699 P,P-DDT
Health Hazards Acute & Chronic: SKIN: FATAL IF ABSORBED, IRRITATION,
SENSITIZATION, ALLERGIC REACTION. EYES: IRRITATION, DAMAGE. INHALATION:
FATAL, LIVERJK.IDNEYINERVOUS SYSTEM INJURY, BLOOD DISORDERS, NAUSEA,
HEADACHE, DIZZINESS, CA RDIOV ASCULAR SYSTEM INJUIRY. INGESTION:FATAL.
Signs & Symptoms of Overexposure:
SKIN: IRRITATION, FA TAL IF ABSORBED, SENSITIZATION, ALLERGIC REACTION.
INGESTION: FATAL. EYES: IRRITATION, DAMAGE. INHALATION: FATAL,
LIVERJK.IDNEYINERVOUS SYSTEM INJURY, BLOOD DISORDERS, NAUSEA, READA CRE,
DIZZINESS, CARDIOV ASCULAR SYSTEM INJURY.
Medical Conditions Aggravated by Exposure:
BLOOD DISORDERS
LDSO LCSO Mixture: ORAL RAT LD50: 87 MG/KG
Route of Entry Indicators:
Inhalation: YES
Skin: YES
Ingestion: YES
Carcenogenicity Indicators
NTP: YES
fARC: YES
OSHA: NO
Carcinogenicity Explanation: DOT IS A 2B ANIMAL CARCINOGEN.
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Page 4 of7
Section 4 - First Aid Measures
PS-699 P,P-DDT
First Aid:
EYES/SKIN: FLUSH W/W ATER FOR 15-20 MINS. IF NO BURNS HAVE OCCURED-USE SOAp··
& WATER TO CLEANSE SKIN. INHALATION: REMOVE TO FRESH AIR. ADMINISTER
OXYGEN IF BREATHING IS DIFFICULT. IF EXPERIENCES CARDIAC ARREST ADMINISTER
CPR. IF EXHIDITING SIGNS OF SHOCK. KEEP W ARMIQUIET. INGESTION: INDUCE
VOMITING. DON'T ADMINISTER LIQUIDS/INDUCE VOMITING TO AN
UNCONSCIOUS/CONVULSING PERSON. OBTAIN MED ATTN.
--.,-_______._.__ø
Section 5 - Fire Fighting Measures
PS-699 P,P-DDT
Fire Fighting Procedures:
N/K
Unusual Fire or Explosion Hazard:
NO EXPLOSION LIMITS ARE AVAILABLE FOR THIS COMPOUND.
Extinguishing Media:
C02, DRY CHEMICAL POWDER OR SPRAY.
Flash Point: Flash Point Text: N/K
Autoignition Temperature:
Autoignition Temperature Text: N/ A
Lower Limit(s):,N/K
Upper Limit(s): N/K
Section 6 - Accidental Release Measures
PS-699 P,P-DDT
Spill Release Procedures:
EVACUATE AREA. WEAR APPROPRIATE EQUIPMENT. VENTILATE AREA. SWEEP UP &
PLACE IN AN APPROPRIATE CONT AINER. WASH CONTAMINATED SURFACES TO
REMOVE ANY RESIDUES.
Section 7 - Handling and Storage
PS-699 P,P-DDT
.___..ø_......_..._..__·_..···..·___
Handling and Storage Precautions:
Other Precautions:
Section 8 - Exposure Controls & Personal Protection
PS-699 P,P-DDT
--_._,.,_....._.-_0._..._--
Repiratory Protection:
USE APPROPRIATE OSHAlMSHA APPROVED SAFETY EQUIPMENT.
Ventilation:
CHEMICAL SHOULD BE HANDLED ONLY IN A HOOD.
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Page 5 of7
Protective Gloves:
AS REQUIRED
Eye Protection: EYE SHIELDS
Other Protective Equipment: AS REQUIRED
Work Hygenic Practices: REMOVE/WASH CONTAMINATED CLOTHING BEFORE REUSE.
Supplemental Health & Safety Information: AN ANTIDOTE IS A SUBSTANCE INTENDED TO
COUNTERACT THE EFFECT OF A POISON. IT SHOULD BE ADMINISTERED ONLY BY A
PHYSICIAN/TRAINED EMERGENCY PERSONNEL. IF PATIENT IS VOMITING, WATCH
CLOSEL Y TO MAKE SURE AIRWAY DOESN'T BECOME OBSTRACTED BY VOMIT.
---..--.,.--.--....-.-..-....
Section 9 - Physical & Chemical Properties
PS-699 P,P-DDT
HCC:
NRC/State License Number:
Net Property Weight for Ammo:
Boiling Point: Boiling Point Text: N/K.
Melting/Freezing Point: MeltinglFreezing Text: 227.3F
Decomposition Point: Decomposition Text: N/K.
Vapor Pressure: 7 Vapor Density: N/R
Percent Volatile Organic Content:
Specific Gravity: N/K
Volatile Organic Content Pounds per Gallon:
pH: N/K
Volatile Organic Content Grams per Liter:
Viscosity: NIP
Evaporation Weight and Reference: N/R
Solubility in Water: INSOLUBLE
Appearance and Odor: COLORLESS, CRYSTALLINE SOLID, NO ODOR.
Percent Volatiles by Volume: N/K.
Corrosion Rate: N/K
---
Section 10 - Stability & Reactivity Data
PS-699 P,P-DDT
Stability Indicator: YES
Materials to Avoid:
IRON, ZINC & OTHER LIGHT METALS, STRONG BASES, STRONG OXIDIZING AGENTS..
MAGNESIUM/ALUMINUM OR THEIR ALLOYS.
Stability Condition to Avoid:
SENSITIVE TO HEAT & LIGHT - DARK COLOR DOESN'T AFFECT PURITY.
Hazardous Decomposition Products:
WILL DECOMPOSE UNDER ALKALINE CONDITIONS
Hazardous Polymerization Indicator: NO
Conditions to Avoid Polymerization:
N/K ()
............ ......._..... ' . .........m._...._..H'_....~H.._____._._·______·___
Section 11 - Toxicological Information
PS-699 P,P-DDT
-_._-,......_.~-_._.~-.,..~...~,-
Toxicological Information:
N/P
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Page 6 of7
Section 12 - Ecological Information
PS-699 P,P-DDT
Ecological Information:
NIP
Section 13 - Disposal Considerations
PS-699 P,P-DDT
Waste Disposal Methods:
BURN IN A CHEMICAL INCINERATOR EQUIPPED W/AN AFTERBURNER & SCRUBBER.
DISPOSE OF IN ACCORDANCE W/FEDERAL, STATE, & LOCAL REGULATIONS.
-,.----,----.-
Section 14 - MSDS Transport Information
PS-699 P,P-DDT
Transport Information:
NIP
Section 15 - Regulatory Information
PS-699 P,P-DDT
SARA Title III Information:
NIP
Federal Regulatory Information:
. NIP
State Regulatory Information:
NIP
Section 16 - Other Information
PS-699 P,P-DDT
Other Information:
NIP
HAZCOM Label Information
Product Identification: PS-699 P,P-DDT
CAGE: 84898
Assigned Individual: N
Company Name: CHEM SERVICE INC
Company PO Box: 3108
Company Street Addressl: N/K
Company Street Address2: WEST CHESTER, PA 19381 US
Health Emergency Telephone: (215) 386-2100
Label Required Indicator: Y
Date Label Reviewed: 12/16/1998
Status Code: C
Manufacturer's Label Number:
Date of Label: 12/1 6/1 998
Year Procured: N/K
Organization Code: G
Chronic Hazard Indicator: NIP
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PS-699 P,P-DDT
Page 7 of7
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Skin Protection Indicator: NIP
Respiratory Protection Indicator: NIP
Signal Word: NIP
Health Hazard:
Contact Hazard:
Fire Hazard:
Reactivity Hazard:
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Krazan'& Assooiates
6616333930
p. 1
~Krazan.& ASSOCIATES. INC.
CF.OTI!CHNICAL P.NUINRF.RING . P.NVIRONMI!NTAL I!NC:INHliRINCi
CONSTRUC'I'ION TLiSTING IL INSI'¡¡(;TION
LETTER OF TRANSMITTAL
March 12, 2003
TO:
Paul Brockman/Glenfos Environmental
Fax: (818) 701-7401
FROM:
Greg Walkcr
RE:
Johnson Industrial Center
KA NO.:
02603117
Paul:
Auached. plea...e find the analytical re...uIL~ for the soil sample retrieved from the above reference project
on March 6. 2003.
If you have any questions or if we ean be of further a...sistance. plca.I\e do not hesitate to ~ontacl our
office at (661) 633-2200.
Re~peClrully submitted.
. A~CIATI!S' INC.
rcct alkcr
Regional Manager
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Krazan.& Assooiates
Certified Analytical Report
6616333930
Cover - Page 1 of 1
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Cover Report
KRAZAN AND ASSOCIATES
4231 FOSTER ROAD
BAKERSFIELD, CA 93308
Attn; GREG WALKER
Project Number: 2603117
COC Number:
BCl Number: 03-02207
Dear Mr. Walker:
This report contains the analytical results for the samples received under chain of
custody by BC Laboratories, Inc. The samples were logged into the Laboratory
Information Management System (LlMS) andBC Lab numbers were assigned to
each sample. The result of the temperature check, condition of the samples and
any other discrepancies were recorded on the cooler receipt form.
All applicable quality control procedures met method-specific acceptance criteria,
except as noted on the following analytical and quality control reports.
This report shall not be reproduced except in full. without written approval of th~~
laboratory.
California DOHS Certification #1186
/~
Authorized Signature
^II resull h51,~ ¡nlhi. rClk\" :I'" c... I~ ~~du.~ivc ...,~ ur Ihl' 511Þt111!ti1\ J. plilly. II(' 1.loomtorics. In~. 1I,,,.u,,....,, rill "'!IIX.n~;"ility ¡"I report :¡1h:"~liun, ,1ç1;<Çh",.,CI\ or lhird ~I)' inlell'n:I:.",,,
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Printed 03/11/200312:25:50 03-02207
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Certified Analytical Report
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ASSOCIATES
4231 FOSTER ROAD
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AUn: GREG WALKER
Total Petroleum Hydrocarbons
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GREG WALKER
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<POL mg.'
COC Number
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Project Numbe~ _ _ _ .260311?-._
Sampling Location
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AMA"VTJCS
Page 1 of 9
1 Client: Glenfos, Inc. AA Project No.: A179363
Project No.: P2-93313-022103 Date Received: 03/04/03
Project Name: Bakersfield Date Reported: 03/20/03
Sample Matrix: Soil Units: mg/Kg
:) Method: EPA 8270
Date Sampled: 03/03/03 03/03/03 03/03/03 03/03/03
Date Analyzed: 03/02/03 03/12/03 03/12/03 03/12/03
Date Extracted: 03/10/03 03/10/03 03/10/03 03/10/03
.J AA ID No.: 151068 151069 151070 151071
Client ID No.: 55-1 55-2 55-3 55-4
Dilution Factor: 1.0 10.0 10.0 10.0 MRL
~ Compounds:
Acenaphthene <0.1 <1 <1 <1 0.1
Acenaphthylene <0.1 <1 <1 <1 0.1
Aniline <0.2 <2 <2 <2 0.2
'1 Anthracene <0.1 <1 <1 <1 0.1
Azobenzene <0.1 <1 <1 <1 0.1
Benzidine <0.4 <4 <4 <4 0.4
Benzo(a )anthracene <0.1 <1 <1 <1 0.1
Benzo(a)pyrene <0.1 <1 <1 <1 0.1
Benzo(b )fluoranthene <0.1 <1 <1 <1 0.1
Benzo(g ,h. i)perylene <0.1 <1 <1 <1 0.1
Benzo(k)fluoranthene <0.1 <1 <1 <1 0.1
Benzoic acid <1 <10 <10 <10 1
Benzyl Alcohol <0.1 <1 <1 <1 0.1
Bis(2-chloroethoxy)methane <0.1 <1 <1 <1 0.1
¡ , Bis(2-chloroethyl )ether <0.1 <1 <1 <1 0.1
Bis(2-chloroisopropyl )ether <0.1 <1 <1 <1 0.1
Bis(2-ethylhexyl)phthalate <0.2 <2 <2 <2 0.2
4-Bromophenyl phenyl ether <0.1 <1 <1 <1 0.1
Butyl benzyl phthalate <0.5 <5 <5 <5 0.5
4-Chloro-3-methylphenol <0.2 <2 <2 <2 0.2
4-Chloroaniline <0.4 <4 <4 <4 0.4
2-Chloronaphthalene <0.1 <1 <1 <1 0.1
! J 2-Chlorophenol <0.1 <1 <1 <1 0.1
, , 4-Chlorophenyl phenyl ether <0.1 <1 <1 <1 0.1
Chrysene <0.1 <1 <1 <1 0.1
~ Di-n-butyl phthalate <2 <20 <20 <20 2
~:;i Di-n-octyl phthalate <0.1 <1 <1 <1 0.1
Dibenzo( a,h )anthracene <0.1 <1 <1 <1 0.1
Dibenzofuran <0.1 <1 <1 <1 0.1
] 1.2-Dichlorobenzene <0.1 <1 <1 <1 0.1
1,3-Dichlorobenzene <0.1 <1 <1 <1 0.1
1.4-Dichlorobenzene <0.1 <1 <1 <1 0.1
3,3'-Dichlorobenzidine <0.4 <4 <4 <4 0.4
1 2,4-Dichlorophenol <0.1 <1 <1 <1 0.1
~.._~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998 - 5547 · . Fax: (818) 998 - 7258
]
'1 AUf RICAN
J1. LABORATORY ANALYSIS RESULTS
"1 ANAl.. '\'TICS
Page 2 of 9
"I Client: Glenfos, Inc. AA Project No.: A179363
Project No.: P2-93313"()22103 Date Received: 03/04/03
Project Name: Bakersfield Date Reported: 03/20103
Sample Matrix: Soil Units: mg/Kg
Method: EPA 8270
Date Sampled: 03/03/03 03/03/03 03/03/03 03/03/03
Date Analyzed: 03/02/03 03/12/03 03/12/03 03/12/03
.] Date Extracted: 03/10/03 03/10/03 03/10/03 03/10/03
AA ID No.: 151068 151069 151070 151071
Client ID No.: SS-1 SS-2 SS-3 SS-4
Dilution Factor: 1.0 10.0 10.0 10.0 MRL
I Compounds:
Diethylphthalate <0.8 <8 <8 <8 0.8
2,4-Dimethylphenol <0.1 <1 <1 <1 0.1
] Dimethyl phthalate <0.2 <2 <2 <2 0.2
2,4-Dinitrophenof <0.4 <4 <4 <4 0.4
2,4-Dinitrotoluene <0.1 <1 ' <1 <1 0.1
2,6-Dinitrotoluene <0.1 <1 <1 <1 0.1
Fluoranthene <0.1 <1 <1 <1 0.1
Fluorene <0.1 <1 <1 <1 0.1
Hexachlorobenzene <0.1 <1 <1 <1 0.1
Hexachlorobutadiene <0.1 <1 <1 <1 0.1
Hexachlorocyclopentadiene <0.1 <1 <1 <1 0.1
Hexachloroethane <0.1 <1 <1 <1 0.1
Indeno(1,2,3-cd)pyrene <0.4 <4 <4 <4 0.4
Isophorone <0.1 <1 <1 <1 0.1
, . 2-Methyl-4,6-dinitrophenol <0.2 <2 <2 <2 0.2
2-Methylnaphthalene <0.1 <1 <1 <1 0.1
2-Methylphenol <0.2 <2 <2 <2 0.2
4-Methylphenol <0.2 <2 <2 <2 0.2
N-Nitrosodi-n-propylamine <0.1 <1 <1 <1 0.1
N-Nitrosodimethylamine <0.1 <1 <1 <1 0.1
N-Nitrosodiphenylamine <0.1 <1 <1 <1 0.1
J Naphthalene <0.1 <1 <1 <1 0.1
2-Nitroaniline <0.1 <1 <1 <1 0.1
." 3-Nitroaniline <0.4 <4 <4 <4 0.4
4-Nitroaniline <0.2 <2 <2 <2 0.2
~ Nitrobenzene <0.1 <1 <1 <1 0.1
ÌiJ 2-Nitrophenol <0.2 <2 <2 <2 0.2
:-. ~~
'. 4-Nitrophenol <0.2 <2 <2 <2 0.2
Pentachlorophenol <0.1 <1 <1 <1 0.1
Phenanthrene <0.1 <1 <1 <1 0.1
Phenol <0.1 <1 <1 <1 0.1
Pyrene <0.1 <1 <1 <1 0.1
1.2,4- Trichlorobenzene <0.1 <1 <1 <1 0.1
2,4.5- Trichlorophenol <0.2 <2 <2 <2 0.2
~'-"~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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Client:
Project No.:
Project Name:
Sample Matrix:
Method:
Date Sampled:
Date Analyzed:
Date Extracted:
AA ID No.:
Client ID No.:
Dilution Factor:
Compounds:
2,4,6- Trichlorophenol
Glenfos, Inc.
P2-93313-022103
Bakersfield
Soil
EPA 8270
03/03/03
03/02/03
03/10/03
151068
55-1
1.0
~-~
<0.2
Alien Aminlan
Project Manager
LABORATORY ANALYSIS RESULTS
03/03/03
03/12/03
03/10/03
151069
55-2
10.0
03/03/03
03/12/03
03/10/03
151070
55-3
10.0
Page 3 of9
AA Project No.: A179363
Date Received: 03/04/03
Date Reported: 03/20/03
Units: mg/Kg
03/03/03
03/12/03
03/10/03
151071
S5-4
10.0
MRL
<2
<2
<2
0.2
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · . Fax: (818) 998 - 7258
1 I
, "UE RICAn
If\ LABORATORY ANALYSIS RESULTS
ANAl-vrlCS
Page 4 of9
-I Client: Glenfos, Inc. AA Project No.: A 179363
Project No.: P2-93313-022103 Date Received: 03/04/03
Project Name: Bakersfield Date Reported: 03/20/03
Sample Matrix: Soil Units: mg/Kg
1 Method: EPA 8270
Date Sampled: 03/03/03 03/03/03 03/03/03 03/03/03
Date Analyzed: 03/12/03 03/12/03 03/12/03 03/12/03
] Date Extracted: 03/10/03 03/10/03 03/10/03 03/10/03
AA ID No.: 151072 151073 151074 151075
Client ID No.: 88-5 8S-6 SS-7 SS-8
Dilution Factor: 1.0 1.0 1.0 10.0 MRL
I Compounds:
..
:i Acenaphthene <0.1 <0.1 <0.1 <1 0.1
Acenaphthylene <0.1 <0.1 <0.1 <1 0.1
Aniline <0.2 <0.2 <0.2 <2 0.2
J Anthracene <0.1 <0.1 <0.1 <1 0.1
Azobenzene <0.1 <0.1 <0.1 <1 0.1
Benzidine <0.4 <0.4 <0.4 <4 0.4
-1 Benzo(a)anthracene <0.1 <0.1 <0.1 ' <1 0.1
Benzo(a)pyrene <0.1 <0.1 <0.1 <1 0.1
Benzo(b )fluoranthene <0.1 <0.1 <0.1 <1 0.1
Benzo(g,h,i)perylene <0.1 <0.1 <0.1 <1 0.1
I Benzo(k)fluoranthene <0.1 <0.1 <0.1 <1 0.1
Benzoic acid <1 <1 <1 <10 1
Benzyl Alcohol <0.1 <0.1 <0.1 <1 0.1
Bis(2-chloroethoxy)methane <0.1 <0.1 <0.1 <1 0.1
J Bis(2-chloroethyl)ether <0.1 <0.1 <0.1 <1 0.1
Bis(2-chloroisopropyl )ether <0.1 <0.1 <0.1 <1 0.1
) ' Bis(2-ethylhexyl )phthalate <0.2 <0.2 <0.2 <2 0.2
4-Bromophenyl phenyl ether <0.1 <0.1 <0.1 <1 0.1
1 Butyl benzyl phthalate <0.5 <0.5 <0.5 <5 0.5
4-Chloro-3-methylphenol <0.2 <0.2 <0.2 <2 0.2
4-Chloroaniline <0.4 <0.4 <0.4 <4 0.4
] 2-Chloronaphthalene <0.1 <0.1 <0.1 <1 0.1
2-Chlorophenol <0.1 <0.1 <0.1 <1 0.1
4-Chlorophenyl phenyl ether <0.1 <0.1 <0.1 <1 0.1
Chrysene <0.1 <0.1 <0.1 <1 0.1
] Di-n-butyl phthalate <2 <2 <2 <20 2
',.
Di-n-octyl phthalate <0.1 <0.1 <0.1 <1 0.1
Dibenzo( a,h )anthracene <0.1 <0.1 <0.1 <1 0.1
Dibenzofuran <0.1 <0.1 <0.1 <1 0.1
1 1,2-Dichlorobenzene <0.1 <0.1 <0.1 <1 0.1
1,3-Dichlorobenzene <0.1 <0.1 <0.1 <1 0.1
1 A-Dichlorobenzene <0.1 <0.1 <0.1 <1 0.1
3,3' -Dichlorobenzidine <0.4 <0.4 <0.4 <4 0.4
2A-Dichlorophenol <0.1 <0.1 <0.1 <1 0.1
~'--~
Alien Aminian
Project Manager
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
]
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Client:
Project No.:
Project Name:
Sample Matrix:,
Method:
Date Sampled:
Date Analyzed:
Date Extracted:
AA ID No.:
Client ID No.:
Dilution Factor:
Compounds:
Diethylphthalate
2,4-Dimethylphenol
Dimethyl phthalate
2,4-Dinitrophenol
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Indeno(1.2,3-cd)pyrene
Isophorone
2-Methyl-4,6-dinitrophenol
2-Methylnaphthalene
2-Methylphenol
4-Methylphenol
N-Nitrosodi-n-propylamine
N-Nitrosodimethylamine
, N-NitrosodiphenyJamine
Naphthalene
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
Pentachlorophenol
Phenanthrene
Phenol
Pyrene
1,2,4- Trichlorobenzene
2,4,5- Trichlorophenol
Glenfos. Inc.
P2-93313-022103
Bakersfield
Soil
EPA 8270
03/03/03
03/12/03
03/10/03
151072
SS-5
1.0
~-c-4
<0.8
<0.1
<0.2
<0.4
<0.1
<0.1
<0.1
<Ó.1
<0.1
<0,1
<0.1
<0.1
<0.4
<0.1
<0.2
<0.1
<0.2
<0.2
<0.1
<0.1
<0.1
<0.1
<0.1
<0.4
<0.2
<0.1
<0.2
<0.2
<0.1
<0.1
<0.1
<0.1
<0.1
<0.2
AlIen Aminian
Project Manager
LABORATORY ANALYSIS RESULTS
03/03/03
03/12/03
03/10/03
151073
SS-6
1.0
<0.8
<0.1
<0.2
<0.4
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.4
<0.1
<0.2
<0.1
<0.2
<0.2
<0.1
<0.1
<0.1
<0.1
<0.1
<0.4
<0.2
<0.1
<0.2
<0.2
<0.1
<0.1
<0.1
<0.1
<0.1
<0.2
03/03/03
03/12/03
03/10/03
151074
SS-7
1.0
<0.8
<0.1
<0.2.
<0.4
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.4
<0.1
<0.2
<0.1
<0.2
<0.2
<0.1
<0.1
<0,1
<0.1
<0.1
<0.4
<0.2
<0.1
<0.2
<0.2
<0.1
<0.1
<0.1
<0.1
<0.1
<0.2
Page 50f9
AA Project No.: A 179363
Date Received: 03/04/03
Date Reported: 03/20/03
Units: mg/Kg
03/03/03
03/12/03
03/10/03
151075
SS-8
10.0
<8
<1
<2
<4
<1
<1
<1
<1
<1
<1
<1
<1
<4
<1
<2
<1
<2
<2
<1
<1
<1
<1
<1
<4
<2
<1
<2
<2
<1
<1
<1
<1
<1
<2
American Analytics · 9765 Elan Avenue. Chatswarth, California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
I
I
MRL
0.8
0.1
0.2
0.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.4
0.1
0.2
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.4
0.2
0.1
0.2
0.2
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Client: '
Project No.:
Project Name:
Sample Matrix:
Method:
Date Sampled:
Date Analyzed:
Date Extracted:
AA ID No.:
Client ID No.:
Dilution Factor:
Compounds:
2,4,6- Trichlorophenol
Glenfos, Inc.
P2-93313-022103
Bakersfield
Soil
EPA 8270
03/03/03
03/12/03
03/10/03
151072
55-5
1.0
<0.2
~-c.-4
Allen Amfnian
Project Manager
LABORATORY ANALYSIS RESULTS
03/03/03
03/12/03
03/10/03
151073
55-6
1.0
03/03/03
03/12/03
03/10/03
151074
55-7
1.0
Page 6 of9
AA Project No.: A 179363
Date Received: 03/04/03,
Date Reported: 03/20103
Units: mg/Kg
03/03/03
03/12/03
03/10103
151075
55-8
10.0
MRL
<0.2
<0.2
<2
0.2
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · . Fax: (818) 998 - 7258
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Glenfos, Inc.
P2-93313-Q22103
Bakersfield
Soil
EPA 8270
03/03/03
03/12/03
03/10/03
151076
55-9
10.0
Client:
Project No.:
Project Name:
Sample Matrix:
Method:
Date Sampled:
Date Analyzed:
Date Extracted:
AA ID No.:
Client ID No.:
Dilution Factor:
Compounds:
Acenaphthene
Acenaphthylene
Aniline
Anthracene
Azobenzene
Benzidine
Benzo(a )anthracene
Benzo(a)pyrene
Benzo(b )fluoranthene
Benzo(g ,h, i )perylene
Benzo(k)fluoranthene
Benzoic acid
Benzyl Alcohol
Bis(2-chloroethoxy)methane
Bis(2-chloroethyl )ether
Bis(2-chloroisopropyl )ether
Bis(2-ethylhexyl )phthalate
4-Bromophenyl phenyl ether
Butyl benzyl phthalate
4-Chloro-3-methylphenol
4-Chloroaniline
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenyl phenyl ether
Chrysene
Di-n-butyl phthalate
Di-n-octyl phthalate
Dibenzo(a,h )anthracene
Dibenzofuran
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
3,3'-Dichlorobenzidine
2,4-Dichlorophenol
~-~
Alien Aminian
Project Manager
<1
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<4
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<4
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<1
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<4.
<1
LABORATORY ANALYSIS RESULTS
, I
Page 7 of 9
AA Project No.: A 179363
Date Received: 03/04/03
Date Reported: 03/20/03
Units: mg/Kg
03/03/03
03/12/03
03/10/03
151077
55-10
10.0 MRL
<1 0.1
<1 0.1
<2 0.2
<1 0.1
<1 0.1
<4 0.4
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<10 1
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<2 0.2
<1 0.1
<5 0.5
<2 0.2
<4 0.4
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<20 2
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<1 0.1
<4 0.4
<1 0.1
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
AMERICAN
R\ LABORATORY ANALYSIS RESULTS
AN~,"IÇS
Page 8 of9
1 Client: Glenfos, Inc. AA Project No.: A179363
Project No.: P2-93313-022103 Date Received: 03/04/03
Project Name: Bakersfield Date Reported: 03/20103
Sample Matrix: Soil Units: mg/Kg
Method: EPA 8270
Date Sampled: 03/03/03 03/03/03
Date Analyzed: 03/12/03 03/12/03
] Date Extracted: 03/10/03 03/10/03
AA ID No.: 151076 151077
Client ID No.: 55-9 55-10
Dilution Factor: 10.0 10.0 MRL
I Compounds:
0, Diethylphthalate <8 <8 0.8
2,4-Dimethylphenol <1 <1 0.1
1 Dimethyl phthalate <2 <2 0.2
2.4-Dinitrophenol <4 <4 0.4
2,4-Dinitrotoluene <1 <1 0.1
2.6-Dinitrotoluene <1 <1 0.1
Fluoranthene <1 <1 0.1
Fluorene <1 <1 0.1
Hexachforobenzene <1 <1 0.1
Hexachlorobutadiene <1 <1 0.1
Hexachlorocyclopentadiene <1 <1 0.1
. Hexachloroethane <1 <1 0.1
Indeno(1.2,3-cd)pyrene <4 <4 0.4
Isophorone <1 <1 0.1
I 2-Methyl-4,6-dinitrophenol <2 <2 0.2
I 2-Methylnaphthalene <1 <1 0.1
2-Methylphenol <2 <2 0.2
4-Methylphenol <2 <2 0.2
N-Nitrosodi-n-propylamine <1 <1 0.1
N-Nitrosodimethylamine <1 <1 0.1
N-Nitrosodiphenylamine <1 <1 0.1
J Naphthalene <1 <1 0.1
2-Nitroaniline <1 <1 0.1
'-'i,' 3-Nitroaniline <4 <4 0.4
-Y_'
4-Nitroaniline <2 <2 0.2
] Nitrobenzene <1 <1 0.1
'.. 2-Nitrophenol <2 <2 0.2
4-Nitrophenol <2 <2 0.2
Pentachlorophenol <1 <1 0.1
Phenanthrene <1 <1 0.1
Phenol <1 <1 0.1
Pyrene <1 <1 0.1
1,2,4- Trichlorobenzene <1 <1 0.1
2,4,5- Trichlorophenol <2 <2 0.2
~A_~
Allen Aminian
Project Manager
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Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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Sample Matrix:
Method:
Date Sampled:
Date Analyzed:
Date Extracted:
AA ID No.:
Client ID No.:
Dilution Factor:
Compounds:
2,4,6- Trichlorophenol
LABORATORY ANALYSIS RESULTS
Page 9 of 9
Glenfos, Inc.
P2-93313-022103
Bakersfield
Soil
EPA 8270
03/03/03
03/12/03
03/10/03
151076
55-9
10.0
AA Project No.: A 179363
Date Received: 03/04/03
Date Reported: 03/20/03
Units: mg/Kg
03/03/03
03/12/03
03/10/03
151077
55-10
10.0
MRL
<2
<2
0.2
MRL: Method Reporting Limit
NOTES:
J: Estimated Value
The spectral search of the Total Ion Chromatograms did not show the presence of any Tentatively
Identified Compounds (TICs).
Samples SS-2, SS-3, SS-4, SS-8, SS-9, and SS-10 required dilution due to matrix interference; as a
result of the dilution, the reporting limits were elevated proportionaly to the dilution factor.
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American Analytics · 9765 Elan Avenue, Chalsworth, California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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Method:
Glenfos, Inc.
P2-93313-022103
Bakersfield
Soil
418.1 (TRPH)
LABORATORY ANALYSIS RESULTS
Page 1 of 1
AA Project No.: A 179363
Date Received: 03/04/03
Date Reported: 03/20/03
Units: mg/Kg
AA 1.0. No. Client 1.0. No.
Date Date Date
Extracted Sampled Analyzed DF Results MRL
03/04/03 03/03/03 03/04/03 10.0 3300 5
03/04/03 03/03/03 03/04/03 1.0 <5 5
03/04/03 03/03/03 03/04/03 1.0 <5 5
03/04/03 03/03/03 03/04/03 1.0 <5 5
03/04103 03/03/03 .. 03/04/03 1.0 <5 5
03/04/03 03/03/03 03/04/03 1.0 <5 5
J: Estimated Value OF: Dilution Factor
151078 H-1
151079 H-2
151080 H-3
151081 H-4
151082 H-5
151083 H-6
MRL: Method Reporting Limit
~·Á
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998-5547 · · Fax: (818) 998-7258
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Client: Glenfos, Inc.
Project Name: Bakersfield
Method: 418.1 (TRPH)
Sample ID: Reagent Blank
Project No.: P2-93313-022103
AA Project No.: A 179363
Date Analyzed: 03/04/03
Date Reported: 03/20103
Compounds
TRPH
Results
mg/Kg
<5
MRL
5
MRL: Method Reporting Limit
~.~
Allen Aminian
Project Manager
American Analytics . 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998 - 5547 . · Fax: (818) 998 - 7258
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Page 1 of 3
Client: Glenfos, Inc.
Project Name: Bakersfield
Method: EPA 8270
Sample ID: Reagent Blank
Project No.: ,P2-93313-022103 ,
AA Project No.: A 179363
Date Analyzed: 03/02103
Date Reported: 03/20103
Results
Compounds mg/Kg MRL
Acenaphthene <0.1 0,1
Acenaphthylene <0.1 0.1
Aniline <0.2 0.2
Anthracene <0.1 0.1
Azobenzene <0.1 0.1
Benzidine <0.4 0.4
Benzo(a)anthracene <0.1 0.1
Benzo(a)pyrene <0.1 0.1
Benzo(b )fluoranthene <0.1 0.1
Benzo(g,h,i)perylene <0.1 0.1
Benzo(k)fluoranthene <0.1 0.1
Benzoic acid <1 1
Benzyl Alcohol <0.1 0.1
Bis(2-chloroethoxy)methane <0.1 0.1
Bis(2-chloroethyl )ether <0.1 0.1
Bis(2-chloroisopropyl )ether <0.1 0.1
Bis(2-ethylhexyl )phthalate <0.2 0.2
4-Bromophenyl phenyl ether <0.1 0.1
Butyl benzyl phthalate <0.5 0.5
4-Ch loro-3-methylphenol <0.2 0.2
4-Chloroaniline <0.4 0.4
2-Chloronaphthalene <0.1 0.1
2-Chlorophenol <0.1 0.1
4-Chlorophenyl phenyl ether <0.1 0.1
Chrysene <0.1 0.1
Di-n-butyl phthalate <2 2
Di-n-octyl phthalate <0.1 0.1
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American Analytics · 9765 Eton Avenue. Chatsworth, California 91311
Tel: (818) 998 - 5547 . · Fax: (818) 998 - 7258
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ANAL .,TICS '
LABORATORY QA/QC REPORT
Page 2 of 3
Client: Glenfos, Inc.
Project Name: Bakersfield
Method: EPA 8270
Sample ID: Reagent Blank
Project No.: P2-93313-022103
AA Project No.: A179363
Date Analyzed: 03/02103
Date Reported: 03/20/03
Results
Compounds mg/Kg MRL
1 Dibenzo( a, h )anthracene <0.1 0.1
Dibenzofuran <0.1 0.1
1,2-Dichlorobenzene <0.1 0.1
i
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1 ,4-Dichlorobenzene <0.1 0.1
3,3'-Dichlorobenzidine <0.4 0.4
2,4-Dichlorophenol <0.1 0.1
Diethylphthalate <0.8 0.8
2,4-Dimethylphenol <0.1 0.1
Dimethylphthalate <0.2 0.2
2,4-Dinitrophenol <0.4 0.4
2,4-Dinitrotoluene <0.1 0.1
2,6-Dinitrotoluene <0.1 0.1
II 1 Fluoranthene <0.1 0.1
Fluorene <0.1 0.1
Hexachlorobenzene <0.1 0.1
I Hexachlorobutadiene <0.1 0.1
Hexachlorocyclopentadiene <0.1 0.1
J Hexachloroethane <0.1 0.1
Indeno(1,2,3-cd)pyrene <0.4 0.4
Isophorone <0.1 0.1
j 2-Methyl-4,6-dinitrophenol <0.2 0.2
..
.:. 2-Methylnaphthalene <0.1 0.1
2-Methylphenol <0.2 0.2
4-Methylphenol <0.2 0.2
N-N itrosodi-n-propylamine <0.1 0.1
N-Nitrosodimethylamine <0.1 0.1
~-~
Allen Aminian
Project Manager
American Analyties · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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Page 3 of 3
Project No.: P2-93313-022103
AA Project No.: A179363
Date Analyzed: 03/02/03
Date Reported: 03~Om3
Client: Glenfos, Inc.
Project Name: Bakersfield
Method: EPA 8270
Sample ID: Reagent Blank
Results
Compounds mglKg MRL
N-Nitrosodiphenylamine <0.1 0.1
Naphthalene <0.1 0.1
2-Nitroaniline <0.1 0.1
3-Nitroaniline <0.4 0,4
4-Nitroaniline <0.2 0.2
Nitrobenzene <0.1 0.1
2-Nitrophenol <0.2 0.2
4-Nitrophenol <0.2 0.2
Pentachlorophenol <0.1 0.1
Phenanthrene <0.1 0.1
Phenol <0.1 0.1
Pyrene <0.1 0.1
1,2,4-Trichlorobenzene <0.1 0.1
2,4,5- Trichlorophenol <0.2 0.2
2,4,6- T richlorophenol <0.2 0.2
MRL: Method Reporting Limit
~.~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue. Chatsworth. California 91311
Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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LABORATORY QAlQC REPORT
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Project Name: Bakersfield
Method: 418.1 (TRPH)
Sample ID: Laboratory Control Standard
Concentration: 40 mg/Kg
Page 1 of 1
Project No.: P2-93313-022103
AA Project No. A 179363
Date Analyzed: 03/04/03
Date Reported: 03/20/03
Compounds
TRPH
Recovered
Amount (mg/Kg)
36.8
Recovery
(%)
92
Acceptable
Range (%)
30 - 170
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Tel: (818) 998 - 5547 · · Fax: (818) 998 - 7258
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"NALYnes
I Page 1 of 2
Client: Glenfos, Inc. Project No.: P2-93313-022103
Project Name: Bakersfield AA Project No. A 179363
] Method: EPA 8270 Date Analyzed: 03/02/03
Sample ID: Laboratory Control Standard Date Reported: 03/20103
Concentration: 50 mg/L
~ Recovered Recovery Acceptable
Ð:
Compounds Amount (mg/L) (%) Range(%)
J Acenaphthene 42.3 85 47 - 145
Acenaphthylene 38.5 77 33 - 145
Anthracene 45.0 90 27 - 133
Benzo(b )fluoranthene 44.5 89 24 - 159
Bis(2-chloroethyl )ether 35.6 71 12 - 158
Butyl benzyl phthalate 43.0 86 2 - 152
2-Chloronaphthalene 37.3 75 60 - 118
4-Chlorophenyl phenyl ether 46.4 93 25 - 158
j 1,2-Dichlorobenzene 38.8 78 32 - 129
I
1,3-Dichlorobenzene 40.0 80 2 - 172
1 A-Dichlorobenzene 37.9 76 20 - 124
1 Diethylphthalate 37.8 76 2 - 114
Dimethylphthalate 41.0 82 2 - 112
Fluoranthene 41.6 83 26 - 137
J Fluorene 38.9 78 59 - 121
Hexachlorobenzene 55.5 111 2 - 152
] Hexachlorobutadiene 40.0 80 24 - 116
,
Hexachloroethane 37.2 74 40 - 113
Isophorone 33.4 67 21 - 196
/. Naphthalene 33.3 ,67 21 - 133
Nitrobenzene 34.5 69 35 - 180
2-Nitrophenol 44.7 89 29 - 182
~-~
Allen Aminian
Project Manager
American Analytics · 9765 Elon Avenue. Chatsworth. California 91311
Tel: (818) 998-5547 · · Fax: (818) 998-7258
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Client: Glenfos, Inc.
Project Name: Bakersfield
Method: EPA 8270
Sample ID: Laboratory Control Standard
Concentration: 50 mg/L
LABORATORY QAlQC REPORT
Page 2 of 2
Project No.: P2-93313-022103
AA Project No. A 179363
Date Analyzed: 03/02/03
Date Reported: 03/20103
Compounds
Pentachlorophenol
Phenol
1,2,4- Trichlorobenzene
2,4,6- Trichlorophenol
Recovered
Amount (mg/L)
39.8
46.6
35,6
52.8
Recovery
(%)
80
93
71
106
Acceptable
Range (%)
14 - 176
5 - 112
44 - 142
37 - 144
~-~
Allen Aminian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998-5547 · · Fax: (818) 998-7258
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Method:
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Concentration:
Compounds
TRPH
Glenfos, Inc.
Bakersfield
418.1 (TRPH)
Matrix Spike
40 mg/Kg
LABORATORY QAlQC REPORT
Result
(mg/Kg)
39.5
Spike
Recovery
(%)
99
Dup.
Resu It
(mg/Kg)
43
Page 1 of 1
AA ID No: 151083
Project No.: P2-93313-022103
AA Project No. A 179363
Date Analyzed: 03/04/03
Date Reported: 03/20/03
Splke/Dup.
Recovery RPD
(01'0) (%)
Accept. Rec.
Range (%)
108 9
71 - 129
~.~
Allen Amlnian
Project Manager
American Analytics · 9765 Eton Avenue, Chatsworth, California 91311
Tel: (818) 998:- 5547 · · Fax: (818) 998 - 7258
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OPTIMAL TECHNOLOGY
Specializing in Environmental Field Services
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SOIL VAPOR RESULTS
'1 Site Name: 4300-4404 Wible Road, Bakersfield, CA
Analyst JA
Collector: J.A.
N/A
N/A
N/A
N/A
500/500
1/1
.' n'ectlon Volume (ul)
, ilution Factor (ECD/FID)
. COMPOUND DET. UMIT
Iolchlorodifluoromethane 1.0
Chloroethane 1.0
iTrichlorofluoromethane 1.0
Freon 113 1.0
Methvtene Chloride 1.0
1,1-Dichloroethane 1.0
Chloroform 1.0
1,1,1- Trichloroethane 1.0
Carbon Tetrachloride 1.0
,.. 1,2-Dichloroethane 1,0
Trichloroethene (TCE) 1.0
1,1,2-Trichloroethane 1.0
'. Tetrachloroethene (PCE) 1.0
1,1,1 ,2- Tetrachloroethane 1.0
;.~ 1,1,2,2- Tetrachloroethane 1.0
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,,~ Acetone 1.0
~ 1,1-Dichloroethene 1.0
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fi:. 1.0
trans-1.2-Dichloroethene
, 2-Butanone (MEK) 1.0
cis-1,2-Dichloroethene 1.0
Cyclohexane 1.0
] Benzene 1.0
, 4-Methvt·2-Pentanone 1.0
Toluene 1.0
J Chlorobenzene 1.0
Ethvlbenzene 1.0
m/D-Xvtene 1.0
I o-Xylene 1.0
Methane 1.0
Lab Name: Optimal Technology
Inst. ID: HP-5890 Series II
Detectors: FID and ECD
Date: 3/3/2003
Page: 1 of 3
BLANK-1 SV-1 SV-2 SV-3 SV-4 SV-5 SV-6 SV-7
N/A 5.0 5.0 5.0 5.0 5.0 10.0 10.0
N/A 1,500 1,500 1,500 1,500 1.500 2,500 2,500
N/A 0 0 0 0 0 10 0
500/500 500/500 500/500 500/500 500/500 500/500 500/500 500/500
1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1
CONC (ug/l) CONC (ug/l) CONC(ug/l) CONC (ulllU CONC(ug/L) CONC (ug/I.) CONC (uaIl) CONC (ug/I.)
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND , ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND , ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND
ND NO ND ND ND ND ND ND
NO NO ND ND ND ND NO NO
NO NO ND ND ND ND NO ND
ND NO NO NO ND NO NO NO
NO NO ND NO NO NO NO NO
NO NO ND NO ND ND ND ND
j
Note: ND = Below Usted Detection Umlt
P,O,Box4448. Chat5worth.CA91313. Toll Free (8;-7) SOIL GAS (764-5427) · (818)734-6230· Fax (81B) 734·6235
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OPTIMAL TECHNOLOGY
Specializing in Environmental Field Services
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SOIL VAPOR RESULTS
1 Site Name: 4300-4404 Wible Road, Bakersfield, CA
Analyst JA
Collector: JA
N/A
N/A
N/A
N/A
500/500
1/1
COMPOUND DET. UMIT
þichlorodifluoromethane 1.0
Chloroethane 1.0
Irrichlorofluoromethane 1.0
Freon 113 1.0
Methvlene Chloride 1.0
/1,1-Dlchloroethane 1.0
!chloroform 1.0
1 ,1 ,1- Trichloroethane 1.0
Carbon Tetrachloride 1.0
1,2-Dichloroethane 1.0
Trichloroethene (TCE) 1.0
1,1,2- Trichloroethane 1.0
Tetrachloroethene (PCE) 1.0
1,1,1,2-Tetrachloroethane 1.0
,.;" 1,1,2,2-T etrachloroethane 1.0
~' Vinyt Chloride 1.0
i;¡', Acetone 1.0
~;.~ 1 ,1-Dichloroethene 1.0
"^" trans-1,2-Dichloroethene 1.0
. 2-Butanone (MEK) 1.0
cis-1,2-Dichloroethene 1.0
Cyclohexane 1.0
) Benzene 1.0
4-Methy1-2-Pentanone 1.0
Toluene 1.0
Chlorobenzene 1.0
j Ethy1benzene 1.0
m/p-Xvlene 1.0
I o-Xy1ene 1.0
I Methane 1.0
Note: ND = Below Usted Detection Umlt
Lab Name: Optimal Technology
Inst.ID: HP-5890 Series II
Detectors: FIO and ECO
Date: 3/3/2003
Page: 2 of 3
SV-8 SV-8 DUD SV-9 SV·10 SV-11 SV-12 SV-13 SV-14
10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0
2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500
0 0 0 0 0 0 0 0
500/500 500/500 500/500 500/500 500/500 500/500 500/500 500/500
1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1
CONC (ug/I..) CONC(ug/L) CONC (ug/L) CONC (ug/I..) CONC (ulllLl CONC (ulllLl CONC (ug/l) CONC (ualL)
NO NO NO NO NO ND ND NO
NO NO NO NO NO NO NO NO
NO NO NO NO ND ND ND NO
NO NO NO NO NO NO NO ND
NO NO NO ND NO ND NO ND
NO NO NO NO NO ND NO ND
NO NO NO NO NO NO NO NO
ND NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
ND NO NO NO NO NO NO NO
ND NO NO NO ND ND NO ND
NO NO NO NO NO NO NO NO
ND ND ND ND ND ND ND ND
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
NO NO NO NO NO NO NO NO
P,O, Box 4448 . Chatsworth, CA 91313 · Toll Free (877) SOIL GAS (764-5427) · (818) 734-6230 · Fax (818) 734-6235
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OPTIMAL TECHNOLOGY
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Specializing in Environmental Field Services
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SOIL VAPOR RESULTS
'] Site Name: 4300-4404 Wible Road, Bakersfield, CA
Analyst JA
Collector: JA
SAMP.LE ID
N/A
N/A
N/A
N/A
500/500
1/1
COMPOUND DET. UMIT
Dichlorodifluorornethane 1.0
Chloroethane 1.0
Trichlorofluorornethane 1.0
Freon 113 1.0
Methylene Chloride 1.0
! 1,1-Dichloroethane 1.0
Chloroform 1.0
1,1,1- Trichloroethane 1.0
Carbon Tetrachloride 1.0
1,2-Dichloroethane 1.0
Trichloroethene (TCE) 1.0
1,1,2- Trichloroethane 1.0
Tetrachloroethene (PCE) 1.0
1,1.1,2- Tetrachloroethane 1.0
1,1,2.2- Tetrachloroethane 1.0
""" Vinyl Chloride 1.0
Acetone 1.0
'i 1 .1-Dichloroethene 1.0
,-", trans-1,2-Dichloroethene 1.0
2-Butanone (MEK) 1.0
cis-1,2-Dichloroethene 1.0
Cyctohexane 1.0
I Benzene 1.0
4-Methyl-2-Pentanone 1.0
Toluene 1.0
I Chlorobenzene 1.0
Ethylbenzene 1.0
m/p-Xvlene 1.0
I o-Xylene 1.0
I Methane 1.0
Note: ND = Below Usted Detection Urnlt
Lab Name: Optimal Technology
InstlD: HP-5890 Series II
Detectors: FID and ECD
Page: 3 of 3
Date: 3/3/2003
SV-15
10.0
2,500
0
500/500
1/1
CONC (ug/l)
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
p,O, Box 4448 . Chatsworth, CA 91313 · Toll Free (877) SOIL GAS (764-5427) · (818) 734-6230 · Fax (818) 734-6235
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GEOPHYSICS
622 Glenoaks Blvd.
San Fernando, CA 91340
www.snectrum-geophvsics.com
Results of Geophysical Investigation
Auto Repair Site
4300 Wible Road
Bakersfield, California
Prepared for: Glenfos
Chatsworth, California
Date of Investigation:
March 3, 2003
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Prepared by: ~
Stephen Bagadinski
Senior Project Manager
Spectrum Geophysics
622 Glenoaks Boulevard
San Fernando, CA 91340
Warranty:
Spectrum Geophysics was retained to conduct a geophysical
investigation of the above facility to characterize the shallow
subsurface. Our findings are subject to certain limitations due to site
conditions and the instruments employed. We conducted this
investigation in a manner consistent with our profession using similar
methods. No other warranty as to the performance or dcliverables is
expressed or implied.
San Diego
Los Angeles
www.spectrum-geophysics.com
Irvine
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Contents
Introduction
Methods
Results
Figure 1
Figure 2
Figure 3
Area of Geophysical Investigation, Auto Repair Site,
4300 Wible Road, Bakersfield, California
Contour Maps of EM-31 Data, Auto Repair Site, 4300
Wible Road, Bakersfield, California
Total Field Magnetics Intensity Contour Map, Auto
Repair Site, 4300 Wible Road, Bakersfield, California
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Results of Geophysical Investigation
Auto Repair Site
4300 Wible Road
Bakersfield, California
Introduction
On March 3, 2003, Spectrum Geophysics conducted a geophysical
investigation on a portion an auto repair site located at 4300 Wible
Road in Bakersfield, California. The purpose of the investigation
was to delineate the surface trace of underground storage tanks
(UST's) in a 25 by 30 foot.area. The area of interest, as designated
by Javier Garcia of Glenfos, was soil covered.
Methods
The equipment used in this investigation consisted of an EM-31
terrain conductivity meter, a magnetometer and ground
penetrating radar.
EM-3l Terrain Conductivity (TC) Meter
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The EM-31 (an electromagnetic induction instrument) consists of
two coils (transmitter and receiver) mounted on either end ofa 12-
foot-long plastic boom. An alternating current is applied to the
transmitter coil, which sends a primary electromagnetic (EM) field
into the ground. This primary field induces eddy currents in
buried conductive material that is encountered, and these eddy
currents generate a secondary magnetic field. This secondary
magnetic field is measured at the receiver and compared to the
primary field in terms of the component in phase with the primary
field (in-phase) and the component out of phase with the primary
magnetic field (the quadrature component). The out-of-phase
component is converted to read conductivity in millimhos per
meter.
EM-3l Data Acquisition
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EM-31 data were taken, recorded and stored in a digital
polycorder at 5-foot intervals along north-south lines spaced 5
feet apart within an established grid. These data were processed
in the field and used to generate contour maps to assist in
identifying anomalous areas that may represent UST's or other
subsurface features of interest.
Mae:netometer
The EG&G Geometries 856AX proton precession magnetometer
was also used in an effort to delineate areas where USTs may be
buried. The earth's total magnetic field is measured by applying a
unifonn magnetic field around a sample of hydrocarbon fluids,
which polarizes the hydrocarbon protons. A current in a coil of
wire within the sensor generates this field. When the current is
removed, the spin of the protons causes them to precess about the
direction of the ambient or earth's magnetic field. The protons
then generate their own signal, which is directly proportional to
the total magnetic field intensity. This signal is then measured and
recorded in the control console.
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Total magnetic field data were acquired at 5-foot intervals along
north-south lines spaced 5-feet apart within a grid established by
the geophysics crew.
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Magnetics Data Acquisition (photo archives)
These data were processed in the field and used to generate total
field magnetics intensity contour maps to assist in identifying
anomalous areas that may represent buried features of interest.
Ground Penetratinf! Radar (CPR)
A GSSI SIR ] OA Ground Penetrating Radar unit coupled to a 400
MHz antenna was utilized to investigate areas where reliable EM-
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31 and magnetics data could not be collected. GPR data were
collected as vertical cross-sections and displayed in real-time.
These profiles were reviewed for signatures that might aid in the
delineation of a UST or other subsurface feature.
GPR data acquisition
Results
A site map with geophysical interpretation is presented in Figure
1. Contour maps of EM-3l data are presented in Figure 2 and a
contour map of magnetics data is presented in Figure 3.
Several anomalies were identified that were associated with above
ground cultural features such as parked trailers and metal tower
supports. No UST -like anomalies were identified in the EM-31,
magnetics or GPR data.
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EXPLANATION
---..-, 0 10 Figure 1
L ___ ___.I Area of geophysical investigation I I Area of Geophysical Investigation
l><1 Scale I inch = 10 feet Auto Repair Site
Metallic surface cultural feature Project Date: March 3, 2003 4300 Wible Road
Project Number: 0303031K Bakersfield, California
. Tower support
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- Re\'ealing The Subsurface
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EM-31 Quadrature Data
10 15 20 25 30
Line
Contour Interval:
2 millimhos
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Cf.)
EM-31 In-Phase Data
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10 15 20 25
Line
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Contour Interval:
2 Parts per thousand
18 24 30
36
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Scale: 1 inch equals
approximately 10 feet
Project Date: March 3, 2003
Project Nwnber: 0303031K
Figure 2
Contour Maps of EM-31 Data
Auto Repair Shop
4300 Wible Road
Bakersfield, California
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SPECTRUM
GEOPHYSICS
Revealing The Subsurface
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Contour Interval:
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Figure 3
Total Field Magnetics Intensity Contour Map
Auto Repair Shop
4300 Wible Road
Bakersfield, California
Scale: I inch equals
approximately 10 feet
Project Date: March 3, 2003
Project N wnber: 0303031 K
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SPECTRUM
GEOPHYSICS
Revea Ii n9 The Su bs urface
"'-^~
CALLED OUT
CENTRAL VALLEY CONSULTING, INC. ..
P.O. Box 20488 · Bakersfield, CA 93390CVC NUMBER
(661) 588-6650 · FAX (661) 588-6654' BOSCJ
ON LOCATION JOB STARTED " COMPLETED DATE,. '\co f"-
DATE DATE DATE uvc:..v
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PROJECT NAMElNUMB R 12 ADDRESS
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CITY, STATE & ZIP CODE
SERVICE ORDER NO.
224,0
DATE
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C'Jf }T~TE ~ ZIP CODE INVOICE ATTENTION TO
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, DESCRIPTION OF WORK PERFORMED OR TYPE OF SERVICE
CUSTOMER ORDER NO.
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EQUIPMENT/REMARKS Quantity A<; (\), bilE' Ð
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FOR COMPANY USE ONLY,,' ";~
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Generator's Name and Mailing Addr_ h I d . 1 C t
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4300-ß Wible Rd. Bakersfield. Ca.93313
661 f.!22-75í'4
Generator's Phone ( )
Transporter 1 Company Name
CVe.Central Valley Consulting
7. Transporter 2 Company Name
6. US EPA 10 Number
C R ~ 0 0 0 5 ¡ ¡ 6 ~
8. US EPA 10 Number
Designated Facility Name and Site Address
r'J.tK En'Ji n~n",ental
3650 East 26th St.
10.
US EPA 10 Number
Soil Contaminated w/hydro~arbons
b.
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Pndi I!:' 1t-u._.____ Soil Contaminated W/Hydralic fluid/oil
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IS. ,j~al Harlclling Instructions and Additional Information
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B. Transporter's Phon,e
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E. Handling Codes for Wastes UstedAbove
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federal regulations for repartlng,praper dlspasal of Hazardous Waste,
Mont" Ooy Year
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18. Trans rter 2 Acknowledgement of Recei t of Materials
\ Printed/Typed Name
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19. OiKrepOncy Indication Space
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GENERATOR'S COPY
',f"
.., Mon;" Yecir
Mont" Day Year
Printed/Typed Name
20. Focility Owner or Operator: Certification of receipt of waste materials covered by this manifest except as noted in hem 19.
Signature
Mon'" Ooy Year
F;RE CHIEF
~':;'O¡\j ~::¡::~,¡'LE
ADMINISTRATIVE SERVICES
2101 "H" Street
Bakersfield. CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
SUPPRESSION SERVICES
2101 "H" Street
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
PREVENTION SERVICES
1715 Chester Ave.
Bakersfield, CA 93301
VOICE (661) 326-3951
FAX (661) 326-0576
ENVIRONMENTAL SERVICES
1715 Chester Ave,
Bakersfield, CA 93301
VOICE (661) 326-3979
FAX (661) 326-0576
TRAINING DIVISION
5642 Victor Ave.
Bakersfield. CA 93308
VOICE (661) 399-4697
FAX (661) 399-5763
/,
-
July 9, 2003
Mr. Joe Johnson
Johnson Industrial Center
4300 Wible Road, Suite B
Bakersfield, CA 93313
NO FURTHER ACTION REQUIRED
Re:
Hoist Investigation at 4306-D and 4312 Wible Road
Dear Mr. Johnson:
This is to inform you that this department has reviewed the results of
the Phase II Environmental Site Assessment associated with the hydraulic hoist
removals performed at the above-referenced locations.
Based upon the information submitted, this office is satisfied with the
corrective action performed and requires no further action at this time in the
above-referenced matter.
If you have any questions regarding this matter, please contact me at
661-326-3649.
Sincerely,
¿J~/ <Þl W~_ ~
Howard H. Wines, III
Hazardous Materials Specialist - Registered Geologist #7239
Office of Environmental Services
HW:db
cc: J. Garcia (Glenfos, Inc.)
(,(,.9~ ~ W~~ çop ~OPe!Y~ A W~~~
FIRE CHIEF
RON FRAZE
ADMINISTRATIVE SERVICES
2101 "H" Street
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
SUPPRESSION SERVICES
2101 "H" Street
Bakersfield. CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
PREVENTION SERVICES
1715 Chester Ave,
Bakersfield, CA 93301
VOICE (661) 326·3951
FAX (661) 326-0576
ENVIRONMENTAL SERVICES
1715 Chester Ave,
Bakersfield. CA 93301
VOICE (661) 326-3979
FAX (661) 326-0576
TRAINING DIVISION
5642 Victor Ave.
/ Bakersfield. CA 93308
VOICE (661) 399-4697
FAX (661) 399-5763
-
.
April 30, 2003
Mr. Javier Garcia, REHS
GLENFOS, Inc.
9620 Topanga Canyon Place, Suite F
Chatsworth, CA 91311
RE: Subsurface Exploration at 4306 D and 4312 Wible Road,
Bakersfield, CA
Dear Mr. Garcia:
This is to notify you that the work plan for the above stated
address is satisfactory. Please give this office 5 working days
notice prior to the commencement of work. An inspector from this
office must be present on site prior to sampling.
Please be advised that any work done that is not performed
under direct oversight by this office will not be accepted, unless
previously approved.
If you have any questions, please call me at (661) 326-3979.
HHW/dc
cc: J. Johnson
S:IUSTFORMSIUST.L3
Sincerely,
¡ I cJ#-t-J _ ~
~ ~
Howard H. Wines, III
Hazardous Materials Specialist
Registered Geologist No. 7239
Office of Environmental Services
~~y~ de WO/'n~ .¥OP vØ60Pe Ykz- .A W~?"
FIRE CHIEF
RON FRÞ,ZE
ADMINISTRATIVE SERVICES
2101 "W Street
Bakersfield. CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
SUPPRESSION SERVICES
2101 "H" Street
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
PREVENTION SERVICES
FIRE SAfETY SERVICES· EHVtRONIlENTAL SERVICES
1715 Chester Ave,
Bakersfield, CA 93301
VOICE (661) 326-3979
FAX (661) 326-0576
PUBLIC EDUCATION
1715 Chester Ave.
Bakersfield, CA 93301
VOICE (661) 326-3696
FAX (661) 326-0576
FIRE INVESTIGATION
1715 Chester Ave,
Bakersfield, CA 93301
VOICE (661) 326-3951
FAX (661) 326-{)576
TRAINING DIVISION
5642 VIctor Ave.
Bakersfield, CA 93308
VOICE (661) 399-4697
FAX (661) 399-5763
.
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April 21,2003
?..~
Mr. Joe Johnson
Johnson Industrial Center
4300 Wible Road, Suite B
Bakersfield, CA 93313
CERTIFIED MAIL
NOTICE OF VIOLATION
RE: Failure to Comply with Fire Department Order
Dear Mr. Johnson:
On March 13,2003, you were issued a Notice to Comply to submit a
work plan for soil analysis prior to March 28, 2003. That work plan is
now overdue.
In order to avoid fonnal enforcement action, please submit the
required work plan, as referenced in the March 13, 2003 letter, prior
to April 25. 2003.
If you have any questions regarding this notice, please call me at (661)
326-3979.
Sincerely,
Ralph E. Huey
Director of Prevention Services
by:
4W¢(~ ~
Howard H. Wines, III
Hazardous Materials Specialist
Registered Geologist No. 7239
Office of Environmental Services
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JOE JOHNSO . ................................
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Complete items 1, 2, and 3, Also complete
item 4 if Restricted Delivery is desired.
. Print your name and address on the reverse
so that we can return the card to you,
. Attach this card to the back of the mailpiece,
or on the front if space permits,
1, Article Addressed to:
D, Is ¡very address different from item 1?
If YES, enter delivery address below:
JOE 'JOtINSON
JOHNSON INDUSTRIAL CENTER
4300 WIBLE RD SUITE B
BAKERSFIELD CA 93313
3, Service Type
t:J Certified Mail 0 Express Mail
o Registered 0 Return Receipt for Merchandise
o Insured Mail 0 C,Q,D,
4, Restricted Delivery? (Extra Fee) 0 Yes
2-
7002 3150 0004 9985 3684
102595-02-M-1540
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Domestic Return Receipt
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PS Form 3811, August 2001
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FAXe Transmittal
COVER SHEET
BAKERSFIELD
FIRE DEPARTMENT
PREVENTION SERVICES
1715 Chester Avenue. Bakersfield, CA 93301
Business Phone (661)-326-3979 . FAX (661) 326-0576
COMPANY:
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3/27/03
FAX NO.:
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0 60' Legend
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4300-4404 Wible Road FIGURE
Bakersfield, CA93313 SAMPLE LOCATION MAP
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4300-4404 Wible Road FIGURE
Bakersfield. CA93313 SAMPLE LOCATION MAP
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FIRE CHIEF
RON FRAZE
ADMINISTRATIVE SERVICES
2101 °H" Street
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
SUPPRESSION SERVICES
2101 °H" Street
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (661) 395-1349
PREVENTION SERVICES
FIRE SAFETY SERVICES· EIMROHIIENTAI. SERVICES
1715 Chester Ave.
Bakersfield. CA 93301
VOICE (661) 326-3979
FAX (661)326.0576
PUBLIC EDUCATION
1715 Chester Ave.
Bakersfield, CA 93301
VOICE (661) 326-3696
FAX (661) 326.0576
FIRE INVESTIGATION
1715 Chester Ave.
Bakersfield, CA 93301
VOICE (661) 326-3951
FAX (661) 326-0576
TRAINING DIVISION
5642 VIctor Ave.
Bakersfield, CA 93308
VOICE (661) 399-4697
FAX (661) 399-5763
1
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March 13, 2003
Mr. Joe Johnson
Johnson Industrial Center
4300 Wible Road, Suite B
Bakersfield, Ca 93313
NOTICE TO COMPLY
RE: Work Plan Required for Property at 4300 Wible Road in Bakersfield
Dear Mr. Johnson:
It has recently come to the attention of the Office of Environmental Services
that a California listed waste is being handled at the above referenced site.
"Handle," as is defined in the California Health and Safety Code, Sections
25501(m) and 25501.3, means to use, generate, process, produce, package,
treat, store, emit, discharge, or dispose of this material in any fashion.
The waste being'handled at the site has been identified as a four unlabeled 55
gallon drums of soil (Title 22, Section 66261.2(t) and if meets certain criteria,
is regulated as a "hazardous waste" in California. Section 66262.11 of Title 22
of the California Code of Regulations requires that any person handling such a
waste shall determine if it is hazardous according to its concentrations,
characteristics, or categorical listings within the Title 22 regulations.
Therefore, prior to March 28, 2003, you shall submit to this office for
approval, a soil analysis work plan to be performed by a State licensed
laboratory on the contents of the drums and the soil from which derived,
describing how representative samples will be obtained by a qualified person or
representative of the testing laboratory, under a valid chain-of-custody, for the
purpose of determining if the material on site is a hazardous waste.
Please be advised that any work done that is not performed under direct
oversight by this office will not be accepted, unless previously approved.
If you have any questions regarding this notice, please call me at 326-3979.
Sincerely,
dW4¿J~ ,~ -'
Howard H. Wines, III
Hazardous Materials Specialist
Registered Geologist No. 7239
Office of Environmental Services
HHW/dc
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-
-
EXECUTIVE SUMMARY
At the request of Community Commerce Bank, Glenfos perfonned a Subsurtàce Investigation at 4300-
4404 Wible Road in the City of Bakersfield, California. The purpose of this survey was to assess the
extent of possible volatile organic chemical petroleum hydrocarbon and agricultural chemical
contamination associated with past and current industrial operations.
~j
b~
On December 3, 6 & 13 ,2002, twelve (15) soil gas vapor probes from fifteen (15) locations were
installed at the subject site. Five vapor samples were taken from the spray booth and 10 from the fonner
underground storage tank areas. Soil vapor samples were analyzed for Volatile Organic Compounds
(VOCs). Sixteen (16) soil samples were taken from areas of the former agricultural chemical storage and
hydraulic hoists areas. Soil samples were analyzed for Total Petroleum Hydrocarbon (TPH) and semi-
volatile organic compounds (SVOCs)
~
l
1 I
The soil vapor survey found no detectable volatile organic compounds in the spray booth and
underground storage tank areas. The soil sample laboratory results did not indicate significant semi-
volatile compounds (including TICs) or petroleum hydrocarbon releases, except for a ho' at
4312 Wible Road, area ofH-l. The sample from H-I at 10 feet encountered elevate (3,300 mgIKg)
concentrations of petroleum hydrocarbons. Regulatory agencies commonly use 1,000 mglKg as the
standard for requiring remediation when no significant VOCs are present. The laboratory results indicate
that this area has been impacted by a hydraulic oil to a depth of at least 10 feet.
On March 3,2003, a confirmatory sample was collected from H-l. This sample found no petroleum
hydrocarbons above the laboratory detection limit.
i
I.
On March 17,2003, four other confirmatory samples were collected from the hydraulic hoists at 4306
D Wible Road after the hoists were removed. The laboratory analysis found low (Jess than 240 mgIKg.
concentration of petroleum hydrocarbons.
II
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Based on the information gathered during the performance of this assessment, it is our opinion that
Volatile, Semi Volatile Organic Compounds, and petroleum hydrocarbons have not impacted the soil
in the investigated areas (except the area of H-I which was later remediated). Hence, Glenfos
recommends no further investigation.
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JG. 4300-4404 Wible Road
Community Commerce Bank
Glen/os. Inc.
P2-933 13-022103
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BAKERSFIELD
FIRE DEPARTMENT
ENVIRONMENTAL SERVICES
1715 Chester Ave. · Bakersfield, CA 93301
Business Phone (661) 326-3979 · FAX (661) 326-0576
FAX Transmittal
TO: GJl-~' WAu<6fL
COMPANY: K,AA~
FROM: ~ W/NE~
FAX No. b ~ ~ - 3.'1 30
COMMENTS:
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FIRE CHIEF
RON FRAZE
ADMINISTRATIVE SERVICES
2101 "W Street
Bakersfield, CA 93301
VOICE (661) 326·3941
FAX (661) 395-1349
SUPPRESSION SERVICES
2101 "H" Slreel
Bakersfield, CA 93301
VOICE (661) 326·3941
FAX (661) 395-1349
PREVENTION SERVICES
FIRE SAFETY SERVICES' ENVIIIOHIlENTAI. SERVICES
1715 Chester Ave.
Bakersfield, CA 93301
VOICE (661) 326-3979
FAX (661) 326-0576
PUBLIC EDUCATION
1715 Chesler Ave.
Bakersfield, CA 93301
VOICE (661) 326-3696
FAX (661) 326-0576
FIRE INVESTIGATION
1715 Chester Ave.
Bak8/Sfleld. CA 93301
VOICE (661) 326-3951
FAX (661) 326-0576
TRAINING DIVISION
5642 VIctor Ave.
Bakersfield. CA 93308
VOICE (661) 399-4697
FAX (661) 399-5763
e
e
March 13, 2003
Mr. Joe Johnson
Johnson Industrial Center
1701 Westwind Drive #229
Bakersfield, Ca 93309
NOTICE TO COMPLY
RE:
Work Plan Required for Property at 4300 Wible Road in Bakersfield
Dear Mr. Johnson:
It has recently come to the attention of the Office of Environmental Services
that a California listed waste is being handled at the above referenced site.
"Handle," as is defined in the California Health and Safety Code, Sections
25501(m) and 25501.3, means to use, generate, process, produce, package,
treat, store, emit, discharge, or dispose of this material in any fashion.
The waste being handled at the site has been identified as a four unlabeled 55
gallon drums of soil (Title 22, Section 66261.2(f) and if meets certain criteria,
is regulated as a "hazardous waste" in California. Section 66262.11 of Title 22
of the California Code of Regulations requires that any person handling such a
waste shall determine if it is hazardous according to its concentrations,
characteristics, or categorical listings within the Title 22 regulations.
Therefore, prior to March 28, 2003, you shall submit to this office for
approval, a soil analysis work plan to be perfonned by a State licensed
laboratory on the contents of the drums and the soil from which derived,
describing how representative samples will be obtained by a qualified person or
representative of the testing laboratory, under a valid chain-of-custody, for the
purpose of determining if the material on site is a hazardous waste.
Please be advised that any work done that is not perfonned under direct
oversight by this office will not be accepted, unless previously approved.
If you have any questions regarding this notice, please call me at 326-3979.
Sincerely,
~¿J~ ~ -
Howard H. Wines, III
Hazardous Materials Specialist
Registered Geologist No. 7239
Office of Environmental Services
HHW/dc
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Environmental Services
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Date
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Time
Reporting Party
Address
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Haz Mat Team Dispatched
Y N
Van Cellular No. 332-7865
OES Number Required
Y N
Number
Poss Exposure Victims
Medical Attention Required or Obtained
Probable Hazardous Waste Clean Up Y N
Discussion and Disposition
Referral?
NEXT-FUNC KEY KEY DATA PROMPT
KIPS #ROLLINQ SECURED ROLL INQUIRY P22241
ATN 405 230 09 00 5 ACTIVE Roll 1 Use Code 3100
File No Lgnd AG Presv NO
APN 405 230 09 5 LgI S 13 T 30 R 27 Acres 3.64 CPest
SITE 4300 WIBLE RD BAKERSFIELD BPS SO 2 UF NT
Owner JOHNSON JOE Doc 19510 5764 08/30/95 ~e
Bill 4300 WIBLE RD # B BAKERSFIELD CA 93313
,
R.B.P. 03 02-1283819-00-8 01-1282648-00-6
TRA-No 001 018 001 018 001 018
CHG DT
Chg Type
Mineral
Land/PI 68,708 67,361 66,041
Imprvment 1,547,742 1 " 51 7 , 395 1,487,643
Other Imp e
Pers Prop
Exmp Amt
Net Value 1,616,450 1,584,756 1 ,553,684
Dt tax Defaulted: 06/30/00
PF1=HELP 2=MENU 3=RTRN 4=TOG 5=FUTR 6=RDMP 9=BILL 10=UFL 11=BUS 12=EVTSEL
PF13=NEW 14=APN HIST 15=OWNERS 16=EXEMPT 17=SUPPL 18=ADDR 19=ROLL CORR
PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV 03/10/03 08 34
NEXT FUNC KEY KEY DATA PROMPT
KIPS #ROLLINQ SECURED ROLL INQUIRY P22241
ATN 405 230 10 00 7 ACTIVE Roll 1 Use Code 3700
File No Lgnd AG Presv NO
APN 405 230 10 3 LgI S 13 T 30 R 27 Acres 1 164 CPest
SITE 4300 WIBLE RD BAKERSFIELD BPS SD 2 UF NT
Owner JOHNSON JOE Doc 19510 5764 08/30/95 ,_
Bill 4300 WIBLE RD # D BAKERSFIELD CA 93313-2626
RIBIPI 03 02-1283820-00-0 01-1282649-00-9
TRA-No 001 018 001 018 001 018
CHG DT
Chg Type
Mineral
Land/PI 17,791 17,443 17,101
Imprvment 348,904 342,063 335,356
Other Imp e
Pers Prop
Exmp Amt
Net Value 366,695 359,506 352,457
PF1=HELP 2=MENU 3=RTRN 4=TOG 5=FUTR 9=BILL 10=UFL 11=BUS 12=EVTSEL
PF13=NEW 14=APN HIST 15=OWNERS 16=EXEMPT 17=SUPPL 18=ADDR 19=ROLL CORR
PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV 03/10/03 08 34
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NEXT-FUNC: KEY: ~ <6 ~(o) 08' 3 KEY DATA PROMPT
KIPS #ROLLINQ SECURED ROLL INQUIRY P22241
ATN 405 230 13 00 6 L~ ~cMÆ1.tÚ<-e- ~ACTIVE Roll 1 Use Code 3100
File No Lgnd ~(~ LA:Us AG Presv NO
APN 405 230 13 7 LgI S 13 T 30 R 27 Acres 2.90 CPest
SITE 4300 WIBLE RD BAKERSFIELD ~(~r~~2.~GI BPS 1 SO 2 UF NT
~ Owner JOHNSON JOE Doc 19510 5764 08/30/95
Bill 4300 WIBLE RD STE 0 BAKERSFIELD CA 93313-2626
R.B.P. 03 02-1283822-00-6 01-1282651-00-4
TRA-No 001 018 001 018 001 018
CHG DT
Chg Type
Mineral
Land/PI 31 ,693 31,072 30,463
Imprvment 224,457 220,056 215,742
e~, Other Imp
Pers Prop 560 616 616
Exmp Amt
Net Value 256,710 251,744 246,821
PF1=HELP 2=MENU 3=RTRN 4=TOG 5=FUTR 9=BILL 10=UFL 11=BUS 12=EVTSEL
PF13=NEW 14=APN HIST 15=OWNERS 16=EXEMPT 17=SUPPL 18=ADDR 19=ROLL CORR
PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV 03/10/03 08:35