HomeMy WebLinkAboutUNDERGROUND TANK 10/12/1990
Per
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Hazardous Materials/Hazardous Waste Unified Permit
CONDITIONS OF PERMIT ON REVERSE SIDE
This permit is issued for the following:
~ Hazardous Materials Plan
o Underground Storage of Hazardous Materials
o Risk Management Program
o Hazardous Waste On-Site Treatment
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~.: ; Permit ID #:: 015-000-001319 _!J;j~"<'
BAKERSFIELD CORPORA Tlq~.\Y:·'\i~~";,~":~~~r:(~i~'r!::::t,,).;>;?;,,~,~,, "
LOCATION: 4101 TRUXTUN AVE lt~,")<; ':¡¡'ËÍ~KÉRS~IEID /'lQ,Ä·',§3g)~;<.
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Issued by:
TANK
Bakersfield Fire Department
OFFICE OF ENVIRONMENTAL SER VICES
1715 Chester Ave., 3rd Floor Approved by:
Bakersfield, CA 93301
Voice (661) 326-3979
FAX (661) 326-0576 Expiration Date:
Issue Date
June 30, 2003
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Per
it to Operate
y-
Hazardous Materials/Hazardous Waste Unified Permit
CONDITIONS OF PERMIT ON REVERSE SIDE
BAKERSFIELD CORPORATIO '
, , This permit is issued for the following:
, , '::Hlzardous Materials Plan
""';¡;" round Storage of Hazardous Materials
agement Program
Waste
PERMIT ID# 015-021.Q01319
LOCATION 4101
TAN HAZARDOUS SUBSTANCE PIPING PIPING
',; TYPE METHOD ONITOR
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0009 DIESEL OW F PRESSURE CLM
0014 GASOLINE-UNLEADED OW F PRESSURE CLM
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Issued by:
Expiration Date:
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ph Huey.
ffice of ental Servi es
June 30, 2000
Bakersfield Fire Department
OFFICE OF ENVIRONMENTAL SER VICES
1715 Chester Ave., 3rd Floor.
Bakersfield, CA 93301
Voice (805) 326-3979
FAX (805) 326-0576
Approved by:
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CA Cert. No. 00838 I
City of Bakersfield
Office of Environmental Services
1715 Chester Ave., Suite 300
Bakersfield, California 93301
(805) 326-3979
An upgrade compliance certificate
has been issued in connection with
the operating permit for the
facility indicated below. The
certificate number on this facsimile
matches the number on the
certificate displayed at the facility.
Instructions to the issuing agency: Use the space below to enter the following information in the format of
your choice: name of owner; name of operator; name of facility; street address, city, and zip code of facility;
facility identification number (from Form A); name of issuing agency; and date of issue. Other identifYing
information may be added as deemed necessary by the local agency.
This permit is issued on this 2nd day of November, 1998 to:
BAKERSFIELD CORPORATION YARD
Permit #015-021-001319
4101 Truxtun Ave
Bakersfield, California 93309
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CONTINUED
(See 2nd File)
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groundwater resources inc.
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5400 ALDRIN CT.
BAKERSFIELD, CALIFORNIA 93313
General Engineering Comractor
Class AlHaz License No. 520768
CITY OF BAKERSFIELD
CORPORATION YARD
4101 Truxtun Avenue
Bakersfield, California
SITE CHARACTERIZATION REPORT
October 12, 1990
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MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 (805} 835-7700
LOS ANGELES (213) 724-3147
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CITY OF BAKERSFIELD
CORPORATION YARD
4101 Truxtun Avenue
Bakersfield, California
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SITE CHARACTERIZATION REPORT
October 12, 1990
TABLE OF CONTENTS
LO BACKGROUND
2.0 BORING AND SAMPLING PROCEDURES
3.0 FINDINGS
3.1 Borings and Soil Sample Analyses
3.2 Hydrogeology
4.0 DISCUSSIONS AND CONCLUSIONS
5.0 REMEDIATION ALTERNATIVES
5.1 No Action Alternatives
5.2 Excavation and Bioremediation of Soil
5.3 Excavation and Aeration of Soil
6.0 COSTS OF REMEDIATION
6.1 No Action
6.2 Excavation and Bioremediation
6.3 Excavation and Aeration
7.0 REFERENCES
8.0 LIMITATIONS
ILLUSTRATIONS
Plate 1
Plate 2
Plate 3-5
Plate 6
Location Map
Plot Plan
Logs of Boring
Cross-Section A-B
APPENDICES
Appendix A
Appendix B
Appendix C
Chain of Custody and Laboratory Analyses
Sampling Protocol
Leacking Potential Analysis
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. groundwater resources inc.
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5400 ALDRIN CT.
BAKERSFIELD. CALIFORNIA 93313
General Engineering Comractor
Class AlHaz License No. 520768
October 12, 1990
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Ms. Dolores Gough
Department of Environmental Health
2700 M Street, Suite. 300
Bakersfield, CA 93301
Re: Site Characterization
City of Bakersfield
Corporation Yard
410 1 Truxtun Avenue
Dear Ms. Gough,
The following is Groundwater Resources Inc.'s (GRI), a RESNA Industries company, site char-
acterization report on soil contamination beneath the pump island for the unleaded dispenser at the
City of Bakersfield, Corporation Yard located at 4101 Truxtun Avenue, Bakersfield, California
(Plate I). Recommendations regarding remediation alternatives and general risk appraisals will also
be discussed herein.
1.0 BACKGROUND
On April 24, 1990, during the installation of the Line Leak Detection on the product line of the 15,000
gallon unleaded gasoline tank system at the City of Bakersfield-Corporation Yard fueling facility,
it was observed that some leakage had taken place. Product line repairs were made by McNabb
Construction and soil samples were taken under the unleaded dispenser and nonh of the dispenser
island near the turbine pump area. Benzene and Total Petroleum Hydrocarbon (TPH) concentration
from the soil samples were reported as follows:
Location
Under dispenser at 2 ft.
4 ft.
6 ft. north of dispenser
and 6 ft. below grade
Benzene, ppm
110
110
TPH, ppm
10,000
12,000
54
9,700
After review of the laboratory data, OR! was retained to fully assess the vertical and lateral extent
of the contamination. GR! prepared a work plan for the site characterization on July 10, 1990 and
implemented the approved plan on July 17, 1990.
MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD, CA 93389 (805) 835·ì700
LOS ANGELES (213) 724·3147
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Ms. Dolores Gough .
Department of Environmental Health
October 12, 1990 .
Page Two .
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\ . 2.0 BORING AND SAMPLING PROCEDURES
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A total of three (3) boring were made in the contaminated area (plot Plan, Plate 2) in order to define
the vertical and lateral extent of the contamination plume. The borings were made with a RESNA
operated 8-inch, continuous-flight, hollow-stem auger equipment, supervised by a ORI project
geologist. The cores were described as they were acquired, and the core-sample tubes were
immediately sealed and chilled to 4 degrees Celsius. Logs of each boring are presented in Plates 3
through 5. The core samples were delivered, with Chain of Custody, to BC Laboratories, Inc. in
Bakersfield, CaIüomia, for analysis.
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Auger and downhole equipment, including samplers, were steam cleaned between successive
borings to avoid cross-contamination according to GRI' s Sampling Protocol (Attached as Appendix
B).
3.0 FINDINGS
3.1 Borings and Soil Sample Analyses
Soil samples taken from boreholes were analyzed using EP A Method 8010/8020 for
benzene, toluene, xylenes, andethylbenzene (BTX&E) and EPA Method 418.1 forTotalPettoleum
Hydrocarbons (TPH) in gasoline. Cross-section A-B (plate 6), through the borings, displays the
benzene and TPH concentrations as reponed by the certified laboratory. Complete laboratory results
are in Appendix A (Attached) and summarized below:
TABLE 1
Summary of Laboratory Results for Soil Samples
Boring B-1
20 ft.
Benzene, ppm ND
TPH, ppm ND
Benzene, ppm ND
TPH, ppm
3S ft.
ND
ND
Boring B-2
40 ft.
ND
Benzene, ppm
TPH, ppm
10 ft.
ND
ND
Boring B-3
15 ft. 30 ft.
.0096 ND
ND ND
35 ft.
ND
ND
40 ft.
ND
ND
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ND = None Detected
Ms. Dolores Gough -
Department of Environmental Health.
October 12, 1990"
Page 1bree'
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Boring B-1, was directionally drilled toward the dispenser island from a surface location 20 feet north
and 4 feet west. Due to excess fill material that hindered auguring operations, the bore hole was
aborted at a true vertical depth of 20 feet.
On-site inspection of the soil samples, utilizing the photoionization meter (PID), detected neither
visible oil staining nor petroleum vapors in the medium to coarse sand and gravels logged in the bore
hole. None Detected (ND) laboratory results supported these field observations.
Boring B-2, located 4 feet east of the surface location of B-1, encountered fme to medium sand with
no trace of hydrocarbon contamination visible in soil samples to a depth of 40 feet. None Detected
(ND) laboratory results also supported these field observations.
Boring B-3, located 16 feet south and 2 feet west of the surface location of B-1, was directionally
drilled to a true vertical depth of 40 feet beneath the unleaded dispenser and product lines. Fine to
medium sands, with intennittent thin interbedded coarse sand layers, was logged in the bore hole.
On site inspection of the soil samples taken every 5 feet detected no visible hydrocarbon contamination.
Laboratory results did report a benzene concentration of 0.0096 ppm in very fme to fine grained sand
at depth of 15 feet. TPH was reported as None Detected (ND).
3.2 Hydrogeology
This site is located along the southern margin of the modem Kern River alluvial fan.
River sand and silt of the fan onlap and wedge out three (3) miles to the northeast onto Plio-
Pleistocene non-marine coarse alluvium which makes up the low rolling hills northeast of Bakersfield 1.
The sediments penetrated by the borehole are characterized by river channel sands and silts. There
is only a relatively small amount of stratigraphic variation in texture in all three (3) of the bo~holes.
Kern County Water Agency reported the depth to unconfined groundwater in the S;~;Of 1~90 :;
be 13QJeet below ground level at this site2. /
4.0 DISCUSSIONS AND CONCLUSIONS
The vertical cross-section, Plate 6, through the hollow-stem auger borings and hand auger bores,
show boring log data, lab results for selected core samples and hand auger samples. In cross-section,
the plume is shown to have migrated to a depth of approximately 7 feet below ground surface.
The plume is assumed to be cylindical in plan view. By extrapolation of decreasing Benzene
concentrations with increasing distance from the central source, the basal diameter of the plume is
approximately 8 feet. The approximate contaminated soil volume at this site is 45 cubic fee1;(1.6
cubic yards.). This extremely low volume of con~ated soil beneath the unleaded dispenser pump
and product line was the result of the inventory maintenance program the City of Bakersfield
maintains on a daily basis at this site. Early detection reduced the risk to the public health and the
environment.
Ms. Dolores Gough e
Department of Environmental Health
October 12, 1990 .
Page Four .
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5.0 REMEDIATION ALTERNATIVES
In review of the data obtained from the borings, three (3) alternatives are considered in the final
closure of this site.
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5.1 No Action Alternativi
No short term threat to air, soil, surface waters, or to bioreceptors exist.sat this site
because of the presence of the gasoline plume in its present state. The 10" of reinforced concrete
overlying the plume has negated the diffusion of the gasoline plume to the surface. The approxi-
mately 4" thick asphaltic concrete that covers the entire Corporation Yard will also restrict diffusion
of airborne hydrocarbon vapors.
This site does not meet all of the screening criteria in Tables 2-1, 2-2, and 2-4 of the LUFI' Manual
(4) for a general risk appraisal (see Appendix C). The 110 ppm Benzene concentration reported in
the hand auger sample at 6 feet below the product line exceeds the maximum allowable level on the
Environmental Fate Worksheet (Table 2-4). However, the long term health risk to air, soil, surface
waters, and bioreceptors would be exn-emely low based on the surface coverage of the 10" thick
concrete pad, preventing percolation of surface water through the gasoline plume to the local
groundwater.
It cannot be determined, from the da. ta available, whether the local groundwater would be imPacted. 7 0/
from the downward migrations of any hydrocarbons contained in the gasoline plume approximately
112 feet above it. Therefore, the~h~rt and long term rislc .10 Jbe local groundwªter cannot be e
determined at this time~ ---- -' .
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5.2 Excavation and Bioremediation of Soil
With this remediation alternative, the exn-emely small volume of contaminated soil
(1.6 cubic yard) would be excavated and treated on-site utilizing the bioremediation techniques
described below. The excavated soil would be spread on plastic in dimensions not to exceed 0.5 feet
in depth. The soil should be benned to conn-ol run-off, and fenced to prevent unauthorized entty. The
soil should be treated with nutrient fertilizers and bacterial cultures that are specially adapted to
degrade heavy pen-oleum hydrocarbons. The soil must be regularly turned and watered to promote
bacterial growth. The area should be covered with plastic during periods of heavy precipitation.
Verification samples should be collected and analyzed on a regular basis to determine the clean-up
progress. The excavation should be backfilled with clean fùl material and the site restored to its
original condition.
The shan term health ris¥: for tþis alternative ivould be from the dust produced during the excavation
operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site.
The soil should be treated until the samples collected verify that the hydrocarbons are below levels
set by the Kern County Department of Environmental Health.
Gt····¡ V·>·<'t-<";··.i· wi rç-0(¡, " f'e j W-f. d.ðv-. I ( r.ä.
Ms. Dolores Gough e
Department of Environmental Health
October 12, 1990
Page Five .
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5.3 Excavation and Aeration of Soil
With this remediation alternative, the exttemely small volume of contaminated soil
(1.6 cubic yard) would be excavated and stock piled on-site. A composite soil sample should be
collected and analyzed for BTX&E and TPH gasoline. Based on the laboratory results, the .
contaminated soil should be spread on site in dimçn&· ot to e~5eed 0.5 feet in depth as per the ~
guidelines set forth in Regulation 8, Rule 40 ( ublished bY the KeTIl County Department of ---.I ~ .' .
Envimnm-.Jm~ The soil should be bermed to control run-off, and fenced to prevent
unauthorized entry. The soil must be regularly turned to promote aeration of the hydrocarbon
compounds. The area should be covered with plas~c during periods of heavy precipitation.
Verification samples should be collected and analyzed on a regular basis to determine the aeration
progress. The excavation should be backfilled with clean fill material and the site restored to its
original condition.
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The short term health risk for this alternative would be from the dust produced during the excavation
operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site.
The soil should be tteated until the samples collected verify that the hydrocarbons are below levels
set by the Kern County Department of Environmental Health.
It is recommended that the soil at this site be allowed to degrade through the natural biodegradation
processes presented in Section 5.1. This alternative presents a cost effective method of cleanup with
minimal risk to the public health and the environmeJlt. (~J i.j(J\J/ r"c--J >~ ~ _ ~ .4&~1
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6.0 COSTS OF REMEDIATION
6.1 No Action
The cost that could be expected with the "No Action" alternative would be limited to
restoring the concrete removed during this assessment. This cost is estimated to be $300.00.
6.2 Excavation and Bioremediation
With this remediation alternative, the cost for excavation and tteatment of the soil is
estimated to be $8,000.00. This price neither includes the cost to restore the site with concrete nor
reconstruction of the dispenser island and canopy.
6.3 Excavation and Aeration
The cost of this remediation alternative is estimated to be $7,500.00. This price
neither includes the cost to restore the site with concrete nor reconstruction of the dispenser island
and canopy.
7.0 REFERENCES
1. State of California Division of Mines and Geology. 1965. "Geologic Map of
California, Bakersfield Sheet". Ferry Building, San Francisco, California.
Ms. Dolores Gough e
Deparunent of Environmental Health
October 12, 1990·
Page Six '
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2. Kern County Water Agency. "Water Supply Repon". Plate 4, Apri11990.
3. USPEA. 1988. "Cleanup of Releases from Petroleum USTs: Selected Tech-
nologies" .
4. "Leaking Underground Fuel Tank Field Manual", Oct. 1989. State ofC~ornia.
Water Resources Control Board, Leaking Underground Fuel Tank Task Force.
8.0 LIMIT ATIONS
. This repon was prepared for the exclusive use of the City of Bakersfield as it relates to the property
described. The discussion and conclusions presented in this report are based on:
- The test borings performed at the site.
- Previous soil sample analysis provided to GR!.
- The observations of field personnel.
- The results of laboratory tests performed by BC Laboratory, Bakersfield,
California.
- Our understanding of the regulations of Kern County and the California
Regional Water Quality Control Board.
Possible variations in the soil or groundwater conditions which may exist beyond the points explored
in this investigation might effect the validity of this report unless those variations or conditions come
to our attention and are reviewed and assimilated into the conclusions and recommendations of this
report. Also, changes in the hydrologic conditions found occur with time due to variations in rainfall,
temperature, regional water usage, or other factors, any of which could effect this report.
The services performed by GR! have been conducted in a manner consistent with the levels of care
and skill ordinarily exercised by professionals currently practicing under similar conditions in
California. The absence of contamination on or beneath the property cannot be guaranteed by this
report. GR! is not responsible for any contamination or hazardous material found on the property.
No other warranty expressed or implied, is made.
Respectfully Submitted,
GROUNDWATER RESOURCES INC. (GR!)
DAJ :tab:macse
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Dale A. Johnson, R.
Manager of Technic
on. P. Fitch
General Manager
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environmental/geotechnical services
Project Number: 78029
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CITY OF BAKERSFIELD
CORPORATION YARD
4101 Truxtun Ave
BakersfIeld, CalifornIa
PLATE
LOCATION MAP
CITY OF BAKERSFIELD
CORPORA llON YARD
TRUXTON EXTENTION
BAKERSFIELD, CALIFORNIA
PLOT PLAN
LEGEND
o Soli Boring
ð. Hand Auger Sa"l>ßng Locations
\
.1.. Horizontal Displacement of Boring
\. Line of Cross·Section
D Dispenser
Asphaltic Concrete
4· Thick
PLATE
2
Truxtun Avenue
Asphaltic Concrete
4· Thick
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environmental/geotechnical selVices
10109190
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ANALYSES SAMPLE
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HOLE ABANDONMENT :c. > cc \I) 1j' SOil DESCRIPTION
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.,
, ,
, , 2 8-1-5 Sand, med bm, fn to crse sand, no odor,
" SP
, , no stain (fllQ
,.
, 3
,
,
, 3 3 SW Sand, mad bm, fn to ase sand, no
, 8-1-10
" 3 odor, no stain (fllQ
,
" compacted
< cuttings
I "
,
I. , 4 8-1-15 SW Sand, med bro, tn to CIS sand, no odor,
, ,
, no stain (filQ
,
, ,
"
, ,
,
, NO 2 8-1-20 SW Sand. It bm. fn to mad sand, mod to well
,
,
, srtd. damp, no odor, no stain
.;
TO 23 feet
Bore advancement terminated at
23 feet due to hole problems.
Bore directlonally augered at 35 degrees.
o
SURFACE ELEVATION: 400 feet LOGGED BY: DAJ
TOTAL DEPTH: 23 feet (TVD 20 ft) SUPERVISED BY: DAJ
DATE DRILLED: 07/17/90 DIAMETER of BORING: 8-lnch
TVD's true vertical depth WATER ENCOUNTERED AT: none encountered
I
GROUNDWATER RESOURCES,INC. LOCATION: f
(805)835-7700 City of Bakersfield PLATE
environmental/geotechnical services Corporation Yard 3
4104 Truxton Avenue
PROJECT NUMBER: 490-3 LOG OF BORING B·1 page 1 of 1
---------------
e e
ANALYSES SAMPLE
Lab Field ~ - I t»
:::J ¡. :;i a: "¡j)
Hnu ~ w Q)
HOLE ABANDONMENT :c. > CD (/) ì' SOIL DESCRIPTION
¡: a: ::¡¡ >- en
TPH P,I.D. ~ :::J g» Ù
,.' 9 Q.
\ w ~ z õ en
i CD C ~ :i
i ppm ppm ==
'..
'..
,
..
r - '..
,
! .. fill material
'..
'.. (no sample)
'..
,
..
¡ '.. 3
,
.. 3 3 8-2-10 SP Sand, mad bm. fn - crse sand. poorly
'..
, .. 3 srtd, no odor, no stain (fill material)
,
..
,
..
, 8
..
, ,
, .. 10
L , 4 8-2-15 SW Sand, mad bm, fn to mad sand. well srtd,
..
, 12
.. no odor, no stain
,
..
,
..
,
.. 8
, compacted
..
, ND 2 9 8-2-20 SW Sand, red bm, mad sand. well srtd, Iron-
.. cuttings
,
.. 12 oxide stain. no odor, moist
,
..
, ..
,
..
, 6
..
, 2 8-2-25 SW Sand, It bm, mad to very crse sand,
.. 12
,
.. mod srtd, no stain, no odor
, .. 18
,
..
,
.. 12
,
.. 8-2-30 SM Sand, It bm, very fn to fn sand, well srtd,
, .. 1 12
, no odor, no stain
.. 20
,
..
,
..
, ..
, .. 8
, .. 1 12 8-2-35 SM Sand. tan, It bm, fn to mad sand, mod
,
.. 16 srtd, no odor, no stain
,
, ..
..
,
.. 10
TD 40 ft ND 2 18 8-2-40 SW Sand, It bm, fn to mad sand, mod srtd,
25 no odor, no stain
SURFACE ELEVATION: 400 feet LOGGED BY: DAJ
TOTAL DEPTH: 40 feet SUPERVISED BY: DAJ
DATE DRILLED: 07/17/90 DIAMETER of BORING: 8-lnch
WATER ENCOUNTERED AT: none encountered
GROUNDWATER RESOURCES, INC. LOCATION: PLATE
(805)835-7700 CIty of Bakersfield
environmental/geotechnical services Corporation Yard 4
4104 Truxton Avenue
PROJECT NUMBER: 490-3 LOG OF BORINGB·2 page 1 of 1
e e
ANALYSES SAMPLE
Lab Field !z - I .21
:) - a:
i ..J (/
Hnu ª c( w .~
HOLE ABANDONMENT :c. > m (/ SOIL DESCRIPTION
~ a: :e >- en
TPH P.I.D. 9 ~ ~ ~ u
w ~ Z õ en
ppm m C .c :;
ppm ==
r- a
5 SP Sand, dk bm, tn to crse sand, prlysrtd,
I no'odor, no stain
¡ 2 6-3-10 SM Sand,lt bm, very fine to tine sand,
mod to well srtd, moist. no odor, no
stain
I 2 SM Sand, It bm, tn gm sand, mod to well
srtd, moist, no odor, no stain
cement ND 5 6-3-20 SM Sand. rd bm, tn sand, well srtd, no
odor, no stain, lronoxide staining
0.5 6-3-25 SW Sand, rd bm, mad to crse sand,
mod srtd, no odor, no stain
ND 0.5 6-3-30 SW Sand. bm, mad to crse sand, mod srtd,
abundant clrqte, no odor, no stain
ND 1 6-3-35 SW Sand, It bm, tn to mad sandy, mod to
well srtd, no odor, no stain
TD 43 ft ND 6-3-40 SW Sand, It bm, tn to md sand, mod srtd,
no odor, no stain
bore directionally
augered at 15 degree
SURFACE ELEVATION: 40 feet LOGGED BY: DAJ
TOTAL DEPTH: 43 feet (TVD) SUPERVISED BY: DAJ
DATE DRILLED: 07/17/90 DIAMETER of BORING: 8-lnch
TVD = True Vertical Depth WATER ENCOUNTERED AT: none encountered
GROUNDWA TERRESOURCES, INC. LOCATION: PLATE
(805)835--7700 City of Bakersfield
environmental/geotechnical services Corporation Yard 5
4104 Truxton Avenue
PROJECT NUMBER: 490-3 LOG OF BORING B-3 . page 1 ot 1
~~- ~
---~
southeast (
) northwest
c -
I
I
50
LEGEND
Boring
Hand Auger
sample '
Benzene. ppm
TPH. ppm
PID. ppm
core sample
Horizontal Scale:
1" = 5'
Vertical Scale:
1- = 10'
r\
groundwater resources, inc.
.-p'
environmental/geotechnical services
PROJECT NO.: 490-3 10110/90
City of Bakersfield
Corporation Yard
Truxtun Extention
Bakersfield, California
CROSS-SECTION A - 8
PLATE
6
·
e
-
APPENDIX A
i
I
l
CHAI N OF CUSTODY RECORD
5400 Aldrin Court
Bakersfield. Cal1fornia 93313
Telephone: (805) 835-7700
Tele-Fax: (805) 835-7717
-.
/ "\
groundwater resources,
..,-:.'
inc.
LAB DESTINATION: ~qß - 3> PROJECT CONTACT:~I-e It ~ kV¡.$D ~
PROJECT NUMBER:-4.- ______
B~ ltL~$ P. O. NUMBE R_~5.tQ_Q.Ci____
~LER(S): (SI~nature) ZI-
oc. I< e rt/\-
~... ~)¿ '-~ --
I-W COUNTY:
-u
S AM ~ E Qw
LAB za: ANALYSIS (563lYJ SAM P L E CONT AI NER
TIME SAMPLE LOCATION Oz
NUMBER NUMBER DATE uo REQUESTED TYPE TYPE.
lo;lq G--I j!.,-I- ;"0 7- I ?-C(( I ()~ tC: A~ e ; tv t: +' ß rl<,. -de t' tJi ~ '1 x.t:-- I p It d; '" .: { .... . <:'0 I, '#'\ F ~~b 1< H,L, t.v/;~ ':r..
.:> ß-J-,JD / /1 '. fì.ç Ai. c..c .2..f> '.. f'l r&. í .J / /'
'3 {3-,2 - ~S" \ II', I:> 4 le, í r~.x.-kh.. '- \ ~
Lf ß -;. -!Iõ> ( II', 3~ (
6 I ~- 3-10 If ,
J '. ::'0
(, ß- 3 -IS \ , l,q'D ) \
( 13- :s-;so ( J :ss ( l ')
Q 8- 3-35 2/.,0 { , ,
q B-3-t{'o 2'.Zb ) J
SPECIAL INSTRUCTIONS:_J15~__~~~_~~~_~~~Qd~____________________--------------------
1 P~:~II:Q~~sS:.::~E HAZARD~: -----~-::;1-::~;;~4:;~J:~~:~y[f- ~ -Da~~;1~:1~tf~-~
1. RelInquIshed by: J:i Date/Tlme:1~ORecelved bY:~.u.: f-.i.u:... Date/TIme: í!¡Q/1ðeJ.
\. Re llnQu1shed by: Date/T1me: Rece1ved by: Date/Time:
1. Rel1nQu1shed by:
CCR (Rev. 10/89)
Date/T1me: Rece1ved by:
WHITE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE lOG
Date/T1me:
" ENVIRONMENTAL
. e
LABORATORIES, INC.
. CHEMICAL ANALYSIS
PETROLEUM
I
I'
¡
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
( SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Lab No.:
Sample Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date of
Report: 25-Jul-90
6296-1
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-1-20, 7-17-90 @ 10:00am
Date Sample
Received @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Reporting
Units
Minimum
Reporting
Level
Analysis
Results
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
none detected 0.005
none detected 0.005
none detected 0.005
none detected 0.005
none detected 0.005
none detected 0.005
none detected 1
ug/g
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
# ~. fØ:¡{.~/~
.Ji Eg n
,1'''' vJ. :ßdk
Analyst
ENVIRONMENTAL
, CHEMICAL ANALYSIS
PETROLEUM
. e
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Date of
Report: 25-Jul-90
r u
Lab No.:
Sample., Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
6296-2
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-2-20, 7-17-90 @ 11:05am
Date Sample
Received @ Lab:
19-Jul-90
. Date Analysis
Completed:
23-Jul-90
Reporting
Units
Minimum
Reporting
Level
Analysis
Results
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
none detected
none detected
none detected
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
ug/g
none detected
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
17 a ~.Pf~
f. d. E in
~}. --1:, alk
\ Analyst
ENVIRONMENTAL
. CHEMICAL ANALYSIS
PETROLEUM
I
I
I
r
e
-'
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson .
Date of
Report: 25-Jul-90
i
,
Lab No.:
Sample Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
6296-3
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-2-35, 7-17-90 @ 11:15am
Date Sample
ReÒeived @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Reporting
Units
Minimum
Reporting
Level
Analysis
Results
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
none detected
none detected
none detected
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
ug/g
none detected
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
# ß t;6:~
ffAn~~
ENVIRONMENTAL
/ CHEMICAL ANALYSIS
PETROLEUM
. -
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Lab No.:
Sample. Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date of
Report: 25-Jul-90
6296-4
project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-2-40, 7-17-90 @ 11:30am
Date Sample
'Received @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Reporting
Units
Minimum
Reporting
Level
Analysis
Results
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
none detected
none detected
none detected
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
ug/g
none detected
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.C.H.S. Cert. #1186
By
ý! d,~;,-,
. tlJ . 1 ~n
~a*t-
I
I
I
1-
¡
I
I'
I
I
I
ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
.
e
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD;CALlFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
( SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
?
Lab No.:
sample., Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date of
Report:
'25-Jul-90
6296-5
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-3-10, 7-17-90 @ 1:30am
By
pf~fë{Á~
. . E in
,
Reporting
Units
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
Date Sample
Received @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Analysis
Results
Minimum
Reporting
Level
none detected
none detected
none detected
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
none 'detected
1
. TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
~k -ßob-
v Analyst
ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
l
I
I
¡
. .
LABORATORIES, INC.
J. J. EGUN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Date of
Report: 25-Jul-90
Lab No.:
Sampl~ Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
6296-6
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-3-15, 7-17-90 @ 1:40pm
Date Sample
Received @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Reporting
Units
Analysis
Results
Minimum
Reporting
Level
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
0.005
0.005
0.005
0.005
0.005
0.005
0.0096
0.037
0.0072
0.0063
0.014
0.0055
ug/g
none detected
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
" ß (f>~/
. . E J.n
~l~
. Analyst
"I
I
ENVIRONMENTAL
e e
LABORATORIESJ INC.
J. J. EGUN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
CHEMICAL ANALYSIS
PETROLEUM
Groundwater Resources¡ Inc.
5400 Aldrin Court
Bakersfield¡ CA 93313
Attention: Dale Johnson
Date of
Report: 26-Jul-90
I--
I
Lab No.:
Sample Desc:
6296-7
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun¡ Sample #B-3-30, 7-17-90 @ 1:55pm
Date Sample
Collected:
17-Jul-90
Date Sample
Received @ Lab:
19-Jul':"90
Date Analysis
Completed:
23-Jul-90
Constituent
Reporting
Units
Analysis
Results
Minimum
Reporting
Level
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
none detected
0.0081
none detected
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
Total Petroleum
Hydrocarbons
(Gasoline)
ug/g
none detected
)
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
f! F .~.¡{~~ ~
. . E .ln
1~,t :!Jal~
Analyst
ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
-e
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327.4911
Purgeable Aromatics
(SOIL)
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
.
I
Lab No.:
Sample Desc:
Date Sample
Collected:
17-Jul-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date of
Report: 25-Jul-90
6296-8
Project #490-3, city of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-3-35, 7-17-90 @ 2:10pm
Date Sample
Received @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Reporting
Units
Analysis
Results
Minimum
Reporting
Level
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
none detected
none detected
none detected
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
ug/g
none detected
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
~ti ~~~
.. in
if' ~L 1> a.£k
. Analyst
!. .
I
I
I
I
, .
e e
LABORATORIESJ INC.
J. J. EGLIN, REG~ CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
ENVIRONMENTAL
. CHEMICAL ANALYSIS
PETROLEUM
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Lab No.:
Sample Desc:
Date of
Report: 25-Jul-90
6296-9
Project #490-3, City of Bakersfield Corp. Yard
4101 Truxtun, Sample #B-3-40, 7-17-90 @ 2:20pm
Date Sample
Collected:
17-Jul-90
Date Sample
Received @ Lab:
19-Jul-90
Date Analysis
Completed:
23-Jul-90
Constituent
Reporting
Units
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
ug/g
. ug/g
ug/g
ug/g
ug/g
ug/g
Total Petroleum
Hydrocarbons
(Gasoline)
ug/g
Analysis
Results
Minimum
Reporting
Level
none ,detected
none detected
none detected,
none detected
none detected
none detected
0.005
0.005
0.005
0.005
0.005
0.005
none detected
1
TEST METHOD: TPH by D.O.H.S. L.U.F.T. method.
Individual constituents by EPA method 5030/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #1186
By
-Æ~ ~¿;~~
. . E in
-(~aly1? dLa-
e
.
ENVIRONMENTAL
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
BTXE/TPH GASOLINE
Quality Control Data
CHEMICAL ANALYSIS
PETROLEUM
Groundwater Resources Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Spike ID: OFW
Analysis Date: 23-Jul-90
Sample Matrix: Soil
,Uni ts : ug/ 9
,-
I-
I
Quality Control
for Lab Nos: 6296-1, 6296-2, 6296-3, 6296-4, 6296-8
6296-9
Constituent
Spike
% Rec
Dup
Spike
% Rec
Spike
RPD
--------------------------------------------------------------------
Benzene 90.40 90.76 0.40
Toluene 89.03 88.92 0.12
Ethyl Benzene 89.35 90.49 1.27
QC Comments:
, .
i
I
i
I.
e,.:
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
BTXE/TPH GASOLINE
Quality Control Data
ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
Groundwater Resources Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Attention: Dale Johnson
Spike ID: .OFW
Analysis Date: 23-Jul-90
Sample Matrix: Soil
Units: ug/g
Quality Control
for Lab Nos: 6296-5, 6296-6, 6296-7
Constituent
Spike
% Rec
Dup
Spike
% Rec
spike
RPD
----------------------------------------------------~---------------
Benzene 103.04 102.44 0.58
Toluene 101. 55 102.95 1. 37
Ethyl Benzene 103.57 111. 03 6.95
QC Comments:
e
-
\....J
'.
¡
APPENDIX B
r-\ ·
groundwater resources inc.
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5400 ALDRIN CT.
BAKERSFIELD, CALIFORNIA 93313
General Engineering Comractor
Class NHaz License No, 520768
SAMPLING PROTOCOL
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MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 (805) 835-7700
LOS ANGELES (213) 724-3147
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SAMPLING PROTOCOL
TEST BORING PROCEDURES
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Soil Sampling Protocol
The following procedures are following during soil sampling operations utilizing the hollow
stem auger drilling technique.
A. Hollow Stem Auger
1. Soil borings drilled by the hollow stem auger utilize continuous flight
hollow stem augers.
2. Augers, samplers and all downhole equipment are steam cleaned prior to
use. fu the field steam cleaning is done between borings to minimize the
potential for cross-contamination.
3. A G.R.I.geologist observes the work, visually logs the soils, and collects
samples at appropriate intervals.
4. The Unified Soils Classification System is utilizèd to classify soils
encountered. Additional geological observations are noted as appropriate.
5. Soil samples destined for laboratory analysis are collected by a modified
California Split Spoon. This sampler uses three, six inch long, by two and
one-half inch diameter (o.d.) tubes.
Various tubes can be utilized to accommodate the type of analysis necessary:
Brass All organics and general analyses (not to be used for
copper or zinc analysis)
Stainless Steel All organics and metals analyses for Steel copper and
zinc (not to be used for chrome or nickel analyses)
Plastic All metals analyses (not to be used for organics)
6. The tubes are cleaned and prepared in the G.R.I. laboratory. Tubes are
scrubbed, inside and outside, with a brush and TSP. rinsed, dryed, and
packed in clean containers with seals. Tubes are delivered to the drilling site
in these closed containers to preserve the state of cleanliness.
7. After the sample(s) have been removed from the sampler. the sampler is
completely disassembled and scrubbed in TSP and' tap water. It is then
rinsed in clean tapwater and reassembled with three clean tubes.
8. Dirty tubes are field washed in TSP solution, rinsed with water, and reused.
9. The sampler is driven by a 140 pound hammer with a 30 inch free fall. Blow
counts are recorded as number of blows per inch of drive.
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10.
The sampler is driven 18 inches at each sampling interval. The first (or
lowest) tube is generally retained as the sample for analysis. The other two
tubes are retained for back-up or split samples.
GROUNDWATER RESOURCES, INC.
PAGE 1
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SAMPLING PROTOCOL
TEST BORING PROCEDURES
(continued)
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12.
A sand catcher is used in the sampler where loose soils are anticipated. This
will prevent the soil from falling out of the sampler.
After retrieval, the sample is visually logged and immediately sealed with
aluminum foil lined caps, labeled, and chilled. Clean ice chests and
chemical ice ("blue ice") are used to keep the samples cold until delivered
to the chemical laboratory. Teflon seals are also available for field samples.
13. Samples are delivered to the laboratory the same day they are taken, if
physically possible. If the samples must be held until the next day, they are
kept chilled in a secure location at the G.R.I. facility.
11.
14. Sample control is maintained by a Chain of Custody form which accompanies
the sample. The fonn documents the time, date, and responsible person
during each step in the transportation process.
MONITORING WELL SAMPLING PROTOCOL
ß. Groundwater Sampling
A. All equipment that is used in a monitoring well for purging, sampling, or depth
measurement is decontaminated by steam cleaning or a TSP wash and rinse procedure
prior to use and before re-using when more than one sample is collected.
B. Purge Volume Detennination
The following procedure is followed to deterinine the appropriate purging volume prior
to well sampling.
1. The depth-to-water is measured by a clean, electric level indicator.
Measurement datum is the top of well protector.
2. Depth to the bottom of the well is measured by a clean tape and plumb bob.
If possible, this is compared to the well consttuction log to deterDÚne
inconsistencies, i.e. damaged casing, sediment in casing, etc.
3. Water volume is calculated by using the total water depth and the inside
diameter of the casing.
C. Well Purging and Sampling
1. Prior to sampling, a minimum of three to five well volumes are purged from
each well to ensure that water sampled is representative of the groundwater .
within the fonnation.
2.
Measurements of H,conductivity and temperature are taken at frequent
intervals during the purge. Stabilization of these values indicates that
representative fonnation fluids are being removed from the well.
GROUNDWATER RESOURCES, INC.
PAGE 2
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SAMPLING PROTOCOL
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3.
4.
5.
6.
7.
8.
MONITORING WELL SAMPLING PROTOCOL
(continued)
In the event that the well is pumped dry. and alternate procedure will be
followed. Once a well is pumped dry. the water that enters the well during
recovery is. by definition, representative formation water. The well will,
therefore, be pumped dry and allowed to recover to 80% or more of the
original water level.
Purge water is pumped directly into barrels on site until the proper method
of disposal is determined.
Samples are pumped or poured from a bailer into sampling bottles prepared
by a state certified laboratory contracted for the particular job and placed in
refrigerated coolers for transport to the laboratory.
Samples are delivered by courier. directly to the lab on the same day of
sampling, whenever practical. IT next day delivery is necessary, the samples
are kept refrigerated at 4 degrees C overnight and delivered to the
laboratory the following morning.
Samples are ac~ompanied by a Chain of Custody form which documents the
time, date and responsible person during each step of the transportation
process. .
The G.R.I. coded sample numbering system allows identification of sample
and client to G.R.I., while not revealing the client to anyone else.
PAGE 3
GROUNDWATER RESOURCES. INC.
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HEALTH AND SAFETY PLAN
7. The number of personnel and equipment in the contaminated
area shall be minimized. but only to the extent consistent with
workforce requirements of safe site operations.
8. All wastes generated during on-site activities shall be disposed of in
accordance with all applicable laws and regulations.
7.2 Excavation and Well Installation Practices
For all excavation and well installation activities. the following standard safety
procedures shall be employed:
1. All equipment shall be cleaned before proceeding to site. and after
the excavation and/or well installation has been completed.
2. Only the minimum number of personnel necessary to achieve the
objectives shall be within 25 feet of the excavation and/or drilling
activity.
3. If the emergency and backup subcontracted personnel are at the site.
they shall remain 25 feet from the excavation and/or drilling activity.
where practical.
4. Exclusion zones shall be established with designated hot lines.
Delineation of a hot line shall reflect the interface between areas at
and below a predetennined threshold contaminant concentration
based on available data. This detennination shall be made by the
Safety Officer.
5. All unauthorized personnel shall remain outside exclusion -zones at
all times.
8.0 SITE SAFETY PLAN
The personnel on site will be equipped with a draeger PA-80 air pack, gas tech D-ll vapor testor
or an equivalent, a photo ionization meter, fIre extinguishers and any additionally required
equipment for health and safety considerations.
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PAGE 6
GROUNDWATER RESOURCES. INC.
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APPENDIX C
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Table 2-.1
Leaching Potential Analysis for Gasoline
Using Total Petroleum Hydrocarbons(TPH}
Benzene, Toluene, Xylene and Ethylbenzene (BTX&E)
The fOllowing table was designed to permit estimating the concentrations
of TPH and BTX&E that can be left in place without threatening ground
water. Three levels of TPH and BTX&E concentrations were derived (from
modeling) for si tes which fall into catagories of low, medium or high
leaching potential. To 'use the table, find the appropriate descriptior
for each of the features. Score each feature using the weighting syste~
shown at the top of each column. Sum the points for each column and total
them ( Match the total points to the allowable BTX&E and TPH levels.
S SCORE S SCORE S SCORE
SITE C 10 PTS C 9 PTS C 5 PTS
0 IF CON- 0 IF CON- 0 IF CON-
FEATURE R DITION R DITION R DITIOW
E IS MET E IS MET E IS MET
Minimum Depth to >100 51-100 25-50\1-
Ground Water from the 10
Soil Sample (feet)
Fractures in subsurface None Unknown Present
(applies to foothills 10
or mountain areas)
Average Annual <10 . 10-25 26-40\l.
Precipitation (inches) ID
Man-made conduits which None Unknown Present
increase vertical 10
migration of leachate
Unique site features: None q At least More
recharge area, coarse one than one
soil, nearby wells, etc
I COLUMN TOTALS....TOTAL PTS I LfO + q + = I§]
RANGE OF TOTAL POINTS 49pts or more 41 - 48 pts 40pts or less
MAXIMUM ALLOWABLE 1/50/50/50 .3/.3/1/1 NA\2
B/T/X/E LEVELS (PPM)
MAXIMUM ALLOWABLE 1000 100 10
TPH LEVELS (PPM)
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'4
\2
If depth is greater than 5 ft. and less than 25 ft. score 0 points.
If depth is 5 ft. or less, this table should not be'used.
If precipitation is over 40 inches, score 0 points.
Levels for BTX&E are not applicable at a TPH concentration of 10ppro
-27-
'. GENERAL RISK APPRAISAL "\
FOR PROTECTION OF WATER QUALITY:
APPLICABILITY CHECKLIST YES NO
1. Is the site in a mountainous area? (shaded moist Xv
areas &jor areas with rocky subsurface conditions)
2. Is the site in an area that could collect surface
runoff or intercept water from a source other than 'Á
the natural precipitation?
3. Does the areal extent of soil contamination X
exceed 100 meters'?
4. Do the concentrations of fuel constituents in any
soil samples exceed the fOllowing amounts: X
benzene - 100 ppm, toluene - 80 ppm, xylene - 40
ppm, ethylbenzene - 40 ppm.
5. Are there any records or evidence of man-made or
natural objects which could provide a conduit for "^
vertical migration of leachate?
6. Do any boring or excavation logs show the presence
of fractures, joints or faults that could act as a K.
conduit for vertical migration of leachate?
7. Do any boring logs show that contaminated soil X
could be within 5 ft. of highest ground water?
8. Do any boring logs show the presence of a layer of ~
material, 5 ft. thick or more, which is more than
75% sand and/or gravel?
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Directions:
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3.
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TABLE 2-3
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Boring logs taken during the general risk appraisal
can be used to answer questions 5-8. In addition,
analytical results of the soil samples taken during
the general risk appraisal can be used to answer
questions 3 and 4.
Lateral migration of constituents to problem areas
should also be considered in questions 5-8.
The above checklist contains questions which are
designed to identify sites with environmental
conditions which could produce a greater risk to
ground water than was modeled. The results of the
general risk appraisal are most applicable if all
of the questions on the checkl ist can be answered
"no" with reasonable certainty. If any of the
questions on the checklist cannot be answered II no" ,
then the results of the general risk appraisal may
be less valid.
-29-
GARY J. WICKS
,'Agency Ólrector
(805) 861-3502
STEVE McCALLEY
Director
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RESOURCE
Mike'Rogers
City of Bakersfield
1501 Truxtun Avenue
Bakersfield, CA 93301
SUBJECT: Location
Known As
PERMIT #
May 18, 1990
4101 Truxtun Avenue
Bakersfield, CA 93301
Corporation Yard
180008
P 540 625 768
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Certified Fee
Special Delivery Fee
Restricted Delivery Fee
Return Receipt showing
to whom and Date Delivered
:g Return Receipt showing to whOm.
~ Date. and Address of Delivery
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Dear Mr. Rogers:
This letter ís an official notice to inform you that the property described above
has been determi ned by Kern County Envi ronmenta 1 Health to be the site of an
unauthori zed release of hazardous materi a 1 s from an underground storage tank.
This notice is sent to you because our records indicate that you are a responsible
party for this property.
As a responsible party, you must provide for all studies and work relating to the
above described property and the cost for oversight of these activities.
California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code
Chapter 8.48 require a determination of the threat to the environment as a result
of this release. THE RESPONSIBLE PARTY SHALL, ON A TIMELY BASIS, DEVELOP A SITE
CHARACTERIZATION, FEASIBILITY STUDY AND REMEDIAL ACTION PLAN FOR KERN COUNTY
ENVIRONMENTAL HEALTHIS REVIEW AND APPROVAL BEFORE THE WORK IS INITIATED. Enclosed
you will find attachment "A", Handbook UT-35, which states the minimum required
site work plan activities, the necessary requirements for selecting environmental
contractors qualified to perform this work, a glossary of terms, example
illustrations, and a section discussing the answers to commonly asked questions.
According to the criteria listed below and in attachment "CII, your site has been
designated as environmentally sensitive. All environmentally sensitive sites are
automatically enrolled into a State contract program for recovery of oversight
costs. The environmental sensitivity criteria for sites are as follows:
1. Highest historic ground water is within 100 feet of ground surface,
or
2. Nearest surface water in unlined conveyance is within 75 feet of tank(s),
or
3. Nearest agricultural or domestic water well is within 75 feet of
tank(s), or
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4. Facility is located in a designated aquifer recharge area, or
5. Permitting Authority determines possible adverse environmental impact
due to facility proximity to unique wildlife habitat areas.
The cost incurred by Kern County Environmental Health for the oversight of the
work for the site characterization, feasibility study, remediation action plan,
site remediation, and ongoing monitoring is not covered by any fees or permits.
These costs will be recovered by Kern County Environmental Health under the terms
of the State contract described below. The contract only pertains to costs
associated with oversight.
STATE CONTRACT
The State Leaking Underground Storage Tank Pilot Program provides a mechanism for
the State to reimburse the County for County oversight. The County wilt conduct
the necessary oversight and bill the State Water Resources Control Board under this
State contract. The State will then charge you, a responsible party, for both the
costs incurred by the County and the State, pertaining to your site, under the
State terms explained below:
Whereas the federal Petroleum Leaking Underground Storage Tank Trust Fund
provides funding to pay the local and state agency administrative and
oversight costs aSßociated with the cleanup of releases from underground
storage tanks; and Whereas the direct and indirect costs of overseeing
removal or remedial action at the above site are funded, in whole or in
part, from the federal trust fund; and Whereas the above individual(s) or
entity(ies) have been identified as the party or parties responsible for
investigation and cleanup of the above site; YOU ARE HEREBY NOTIFIED that
pursuant to Subdivision (h) of Section 699(b) of the United States Code, the
above Responsible Party or Parties shall reimburse the State Water Resources
Control Board for all direct and indirect costs incurred by any all state
and local agencies while overseeing the cleanup of the above underground
storage tank site, and the above Responsible Party or Parties shall make
full payment of such costs within 30 days of receipt of a detailed invoice
from the State Water Resources Control Board.
If you should have any questions regarding this matter, please contact Susan
Gonzales at (805) ft61-3636.
ßj
teve McCalley, Director
Environmental Health Servi
SMC:cd
attachments
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FILE CONTE~TS SUMMARY
FACILITY:~ C~ Yers~ (ff)rp. Ya rd)
ADDRESS :.fU.Q..l ~trl1 V-l../l Y1 A.t.re.
PERMIT #: /'ð()t)t) 8' ENV. SENSITIVITY: E= E 5
Activity Date # Of Tanks Comments
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ENVIRONMENTAL
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LABORATORIESJ INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
( SOIL)
CHEMICAL ANALYSIS
PETROLEUM
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
Date of
Report: 02-May-90
Lab No.:
Sample Desc:
~~ .Z'-~ 0 ;.1, "L~1::"":"~~::£17'1;>:¡t":~r,";":~W"5t'Ã:~"f":~'~'~';;;,"~~~:'¡"'-~·:' ~-"~''"''''-''''~1!
Jf~J. t-y ",~.:t:~_Baker~ ~_J.eld ~~;Ç9.rp.9..;:at}..on }J ardJ
;Two Feet under dispenser j
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Date Sample Date Sample Date Analysis
Collected: Received @ Lab: Completed:
25-Apr-90 26-Apr-90 02-May-90
Minimum
Reporting Analysis Reporting
Constituent Units Results Level
Benzene ug/g 110 9
Toluene ug/g 710 9
Ethyl Benzene ug/g 180 9
p-Xylene ug/g 260 9
m-Xylene ug/g 610 9
o-Xylene ug/g 330 9
Total Petroleum
¡Hydrocarbons ug/g 10,000 300
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
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ENVIRONMENTAL
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LABORATORIES, INC~
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
( SOIL)
CHEMICAL ANALYSIS
PETROLEUM
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
Date of
Report: 02-May-90
Lab No.:
Sample' Desc:
3780-2
,",c;:!t.-y___o~"_~~,~~.r~_f_~,~~~ r~,~c9,rP9ration Yard
{f!~'iS¡;~'£!:~w ,(~~~~.:.,-~~Æ1?~l},Ë"~~..!~:
Date Sample Date Sample Date Analysis
Collected: Received @ Lab: Completed:
25-Apr-90 26-Apr-90 02-May-90
Minimum
Reporting Analysis Reporting
Constituent Units Results Level
Benzene ug/g 110 10
Toluene ug/g 910 10
Ethyl Benzene ug/g 210 10
p-Xylene ug/g 410 10
m-Xylene ug/g 960 10
o-Xylene ug/g 570 10
Total Petroleum
Hydrocarbons ug/g 12,000 300
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA metþod 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
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ENVIRONMENTAL
LABORATORIESJ INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
( SOIL)
CHEMICAL ANALYSIS
PETROLEUM
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
Date of
Report: 02-MaY-90
Lab No.:
Samplè Desc:
3780-3
,~C~ ty C?f. .J3akersfiel~., y~.9F~or~tion..~~:d.,,","~,_,_,,_,, 'I1;Î
~!.Sl.X Feet ,North. and SI:xFeet 'below·'dl.spenser .
;t,I~~~....... ',,'\¡.~~""'/oI_'''''''''''~'''''''''''''''~~''''''.:no:;.JJ:...'4<.~£...~.~,., ~."";;'.~,;;.:"..__;¡¡~~,;...¡;;;;.:,::;.-~",,-..~,,,~~~,.....-J-
Date Sample Date Sample Date Analysis
Collected: Received @ Lab: Completed:
25-Apr-90 26-Apr-90 02-May-90
Minimum
Reporting Analysis Reporting
Constituent Units Results Level
Benzene ug/g 54 3
Toluene ug/g 440 3
Ethyl Benzene ug/g 60 3
p-Xylene ug/g 280 3
m-Xylene. ug/g 670 3
o-Xylene ug/g 390 3
Total Petroleum
Hydrocarbons ug/g 9,700 100
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
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GAA'Y'~ WICKS
Âgency DIrector
(105) "'-3502
> STEVE McCALLEY
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2700 M Street, SuIte 300
lakenflekl. CA 13aD1
'Teleph_ (IOS) "'-3I3e
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::~!Y~Z:;PERMIT FOR PERMANENT CLOSURE
.;~. ;=..,S/ ~~, -~r'" ; ;~'\: ¡:i'~!~~~~::jf~:~; '~,;~t~~~:~
/J:~~:;OF UNDERGROUND BAZÁRDOUS,,}t::;
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"""~ .:'~,".:...";.".., ....~;;.': '<:"'.' Phone:80S-326-3784 ·::;'Phone:80S-397-8106 :,:.:':\': ',.
"-,:.. " ':' ::.i;~,~{~¡5l}¿.~j~:,;:\:/~;:; ;.,:: /~~~¥~~?j~:;::,~·;:;~\'::;:?:~{;t:~,~i~:T~~:i~~~~':~¡·~t~~~~~:~~~~~~ . . ,., ~'~,1~ '.~, ~':. ~~~~4t 3~~~:" '~~~. ;.:~;~ ~i:~"
. 'PERMIT FOR CLOSURE OF . ·.·..:""':-.'\,;.,:ii·j~.::;r,'!':.1',,;;;i.-. 3;.:'. ·~...:··".,:t'PERMIT EXPIRES"'~\'Þ¡1"'~J I" 26 1990 ·A"'; (::';À'.,'
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PIPING AT ABOVE
APPRO V AL DATE
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APPROVED BY
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CONDITIONS AS FOLLOWS: . ',' '-, ,';~~i;,:-,::\::::,-~, ::~}<:.,',,:,',' ,
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It is the responsibility of the Permittcc to obtain permits which may be required by other regulatory agencies prior to beginning wòrt. (i.e., City
rlJ'C and Building Departments) .' . '~: <"'~.':
Permittcc must notify the Hazardous Materials Management Program at (80S) 861-3636 two working days prior to tank removal or abandonment
iD place 10 arrange for required iospections(s).. ,.. '
Tank closure activities must be per Kern County Environmental Health and Fire Department approved methods as described (n Handbook UT-
30. . "'"'. .. _.~.;.~:t~,~4:î;~'·· ; .'
It is the contractor's responsibility to tnow and adhere to all applicable laws rega.rding the bandUni, transportation ortreat'me.;tOë )Iazardous
malmaJa.·· . '. -' ~ ..' ,'- . .' . .- . '.:.,<.. . " . ,- ,;.~::~-:·,~,;.".:·:·.~:.tt¿~ft;.Xj· -',':.~: ,. .
The tank removal contractor must have a qualified company employee oosite supervising Ihe tant removal. The emploicè iuUšI'iiàve tâåt removal
aperiencc prior to working uDSuperviscd. ' "z"";': ,!,?,,:-::/:.;, .'
If any COD tractors other than those listed on permit and permit applicalion are to be utilized, prior approval must be granted by Ib~ specialist
listed on the permit. Deviation from thesubmiued application is not allowed. ". <;:-',-:,.::;··~'::?;;7r~:/~1·.-,
Soil Sampling: , ,'. .,' .". .,:....::::·''.:'~';L'..-::.' ,
L ' Tank size less tban ocequal to 1,000 gallons - a minimum of two samples must be retrieved from beneaUt tbec:eøier Òl tbè taalk at depths
of approximatdy two fcct and six fcct. . .,' - ' <:-£'1 ~'¥f\::"':;"'~:'" '
b. Tank size greater tban 1,000 to 10,000 pllou - a minimum of four samples must be retrieved one-third of the way in from the ends of
each tank at depths of approximatdy two feet and six fcct.
e. Tank size greater than 10,000 gaDoos - a minimum of six samples must be retrieved on-fourth of the way in from the ends or each tank
and beneath the center of eacb tank at depths of approximatdy two fcct and six feet.
Soil Sampling (piping area):
A minimum of two samples must be retrieved at depths of approximatdy two feet and six feet for every IS linear feet ol pipe run and under th,
dispenser area.
2.
3.
4.
s.
6.
7.
8.
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PERMIT FOR PERMANENT CLOSURB,'-' , PERMIT NUMBER A 1200-18 .'
,....\ ~t~~iiiiii];~~"*",;t'c~1r~h,:~f;ji~f~,~~~\:t:;;;t¡i&~~~~¡i~~~~!~~~"
a. AI) soil samples retrieVed from bèneat h gasoline Oeaded/unleaded) tanks and appunenances must be ana~ f;" ~~e, t~l~ene, xylene,
,.' .; "~"~c. " .; :'~;;,';'and total petroleum hydrocarbons (for gasoline). ','.";.J" ""', ',I' '.,', :"" , ',',,.,;, ",' ..": ."; ,',; .; _- '",.'. ,;_.~;, .' :,<' ~:?' ,:--
._ ,., ~;,:", :;,;:b.·,<äi~');AlI soil samples retrieved from beneath diesel tanks and appurtenances muSt be analyzed for totàJ Petroleum hJdroC:arboDs (ror diesel)
:~::'.,~_: ;,:.\~(~{;;è.' j,~~.( All soil samples retrieved from beneath waste oil tants and appunenanccs must be analyzed for total orpiücfaaJidcs,lead, oÍl and p'e8se.
",/':\':k ':~::':',:;d. 'Aii':~~:A1J soil samples retrieved from beneath crude oil tants and appunenanccs must be analyzed for oil and p:easc. ;:~;,V':\è;',~~:'~¡:,,;:~.?~;,~¿,g-,..;:,
: ;!':'~ 1;' ,;, :~~> eo '::",;~:,;~;'An soil samples retrieved from beneath tants and appunenances tbat contain,untaown lubstancc:s.moatlJe, aøalyzeCI. for a r~1 range of
,';::,,;: >~' Y:7"~>";,' >~:':;':'~,Iubstanccs that may have been stored witbin the tank. " ':';''f';;:;¡Là'è;¡''''-:;'~~''':~''';:'''''''';~;~;'''''':'~F'7FO'Ú:"i":,,,~';~;.:;Ù{#~':~.('.!l:'1é"";;' :!!,;';:i',:¡ .:.,
'~"<': '('/ ~~/,r.'·'r ' I soil samples retrieved [rom beneathtanb andappunenaDccs tbat,contained fwfuryl alcobd ftSÌDmast beanaJyzed for'phenols,
. : Transportation and tracking forms sent to Hazardous ' '. ,'~' .'"',,, No later tban S working è!aý$ for tranSpcX1atlÒn -andÙ workiòg
, ,.:. :,Materials Management Provam. All hazardous waste ".:',:.-;~, .~ .... .,.'; '; days for the trad:iDgform after tank removal ¡',' /'~1'1:\j{i3,,'·,t~>!·: ''::,:
,.. h . ..Ih .oI:,)~ > . ."".~., ~¡' tr,··,~4· ':')"J~t-¡:,:,,,1,,-·1e{...'
,. .. .Ç) manifests must be signed by t crecelver.. t e . "1f,·/'2':'-.í~'.:':.~~··': ·"l:'. '.;: "';:"" .';'v';;' "-,¡.,";'.,,: ·''''{.;;i"';'''·';'<'·/~\':':--!' ...,'.', (i,4~ .'.; '",~,':;.,
. .~~': .~: : i;~'r:~·~~~~,,;~:~,: ;:::;~ .{Ji'~~:;:~1.~>:~~~;{Vi;;~:¿'.;?fL~i~t:)~~ji~}~~~:fi,·~0::,'~~~~~~~~:t~~C~'Ji~ :::~~~ ~~â ~~ };j:?~~·,:~;~~:~/i;·:~,:;;~ :~::A':~:: .
Ì;:',' .,- - Sample analysis to Hazardous Materials Management .: ,~.. ,(" ',:"'\,i ,:',/, No later thaa 3 wortiDg days after CODIplerjOli~ aDalysi'-~ "¡,:'~~i::o-
...~ Program -. . ,",:. .'0.......,·.'··'-·.. . '~.t=.,: <ç',:,'·.,~ì~'~·.~~·~I,";~;~~,:~"~;,·~"_:!,r~:,,~"''i:.''..
,.;;.. .". J~ .;,:~: '
'11. Purging/lnertingConditions: '. ; ',:,::;,'''. .. ""~,,,,!":',;;L;'~;'
a. Uquid shall be pumped from tank prior to purging such that Iesa tban 8 gallons ~Uquid remain in tank. (CSHASC 41700)
b. Tank sball be purged througb vent pipe discbarging at least 10 feet abovc ground Icvd. (CSH&SC 41100) ,
c. No emission sbaD resuit in odors dctectable at or beyond property line. (Rule 419)
d. No emission sball endanger the bealth, safety. comfort ol repose ol any person. (CSH&:SC 41700)
eo Vent lines shall remain attached to tank uDtil the inspector arrives to authorize removal.
RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS
""- ~
. ','~,
This department is responsible for enforcing the Kern County Ordinance Code, Division 8 and state regulations pertaining to uderground storage tanks.
Representatives from this department respond to job sites during tank removals to ensure tbat tile rants are safe to remove/dose and tbat tbe overall
job performance is consistent with permit requirements, applicable laws and safety standards. The following guidelines are offered to clarify tbe interests
and upectations for this department.
1. Job site safety is ODe ~ our primary concerns. EXC8vatiooa are inherently dangerous. It is the contractcr's responsibility to know ánQl abide by
CAL-OSHA regulations. The job foreman is responsible for tbe crew and any subcontractors on the job. As s peraJ rule workers arc not
permitted in improperly sloped excavations or wben unsafe conditions exist in tbe hole. Tools and equipment are to be used only ror theiJr designed
function. For uample, backboe buckets are Dever substituted for ladders.
2. Properly licensed contrac:tors are assumed to understand the requirements ol tbe permit issued. The job foremaD is responsible for knowing and
abiding by the conditions ~ tbe permit. Deviation from tbe permit conditions may result in a stop-wort order. '
, .
3. Individual contractors win be held responsible (or their post-removal paperwork. Tracking forms, hazardooa-wastc manifests ànd anaÍyscs
documentation is necessary for each site in order to close a case fiJe or move it into mitigation. When contractors do not follow through on
øecessary paperWork, aD unmanageable backlog of incomplete cases results. If tbis continues, prOCCl$ing time Cor completing new closures wü¡
increase.
~o
ATE
MD:cd
dri gp \1200-18.pta
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¡ I 05/10/90·, .-. Invo;C'e Nbr.1 . 33641f
¡ ¡ 3: 08 p:.~?, KERN COUNTi7~~A~~ ;N~~~e~;VELOPMENT" ¡ ,
t I :~{. Bakersfield, CA 93301 , ,Type of OrdÈH'. ",' W' ',1
I i_______~~______~_______~;2L_~~~=~~~_~____~~____~~____.;__----...-----...-----~[
I " I
I CASH REGISTER MC NABS CONSTRUCTION 'I
II -
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, __________~________________~_________________________------------------______1
! ~. u er P.O. # I Wtn By IOrder Date ISh; p Date I' Vi a I Terms I
~ ' I RAR I 05/10/90 I 05/10/90 CK # 2801 , I NT I
1_______________I________f___________I___________I________________1___________1
Line Description Quantity Price Unit Disc Total
1 TANK PLAN CHECK 1 100.00 E 100.00
R'E C EI P T
~ ',-~' . .-
PAGE
, 1
--------------_._--------------------------------------------------~----------
170A
Order Total
100.00
Amount Due
100.00
Payment Macle By Cneck
100.00
TH.A,NI-< YOU!
. .
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.-
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PERMIT NUMBER
TYPE OF INSTALLATION
.,
CONTACT PERSON
Leak Detector
.
eX 3. Fill Box
e ) 1. In-Tank
FACILITY NAME
FACILITY ADDRESS
1, IN TANK LEVEL SENSORS
Number of Tanks
List By Tank ID
¡
11 .
I:
I:
. Name of System
Manufacturer « Model Number
Contractor/Installer
2. LEAK DETECTORS
Number of Tanks í List By Tank ID
u..JJj6)~
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Ii 3. FILL BOXES
Name of System
!!
ji
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Number of Tanks
,5
List By Tank ID
Ll;JìLtJtu)J
---
Name of System
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DA
WATER RESOURES CONTROL BOARD
DIVISION OF WATER QUALITY
UST CLEANUP PROGRAM
SITE SPECIFIC QUARTERLY REPORT
15000 SOURCE OF FUNDS: ~SUBSTANCE'
180008 FEDERAL EXEMPT: N PETROLEUM:
~"-
CONTRACTOR NO:
SITE NO:
SITE NAME:
e/
8006619
Y
CITY OF BAKERSFIELD
DATE REPORTED: 05/02/9C
DATE CONFIRMED: 05/02/9f
CA TEGORY : -£
ADDRESS:
4101 TRUXTUN AVE.
CITY/ZIP:
BAKERSFIELD, CA 93301
CASE TYPE: S
RP SEARCH: S
PRELIMINARY
ASSESSMENT: C
REMEDJ;AL
INVESTIGATION:
REMEDIAL ACTION:
POST REMEDIAL
ACTION MONITORING
ENFORCEMENT ACTION
TAKEN:
RAP REQUIRED:
CASE CLOSED:
SITE STATUS
CONTRACT STATUS: 4 EMERGENCY
RESPONSE:
DATE UNDERWAY: 05/02/90 DATE COMPLETED: 05/02/9(
DATE UNDERWAY: 04/25/90 DATE COHPLETED: 05/17/9;
DATE UNDERWAY: / / DATE COHPLETED: / /
DATE UNDERWAY: / / DATE COHPLETED: / ./
DATE UNDERWAY: / / DATE COMPLETED:
TYPE: DATE TAKEN:
DATE APPROVED:
DATE CLOSED:
/ /
DATE EXCAVATION STARTED:
REHEDIAL ACTIONS TAKEN:
RESPONSIBLE PARTY
SPECIALIST: 7
CONTACT NAME: MIKE ROGERS
ADDRESS:
COMPANY NAME: CITY OF BAKERSFIELD
VERIFIED (X)
SENSITIVITY:
EES
1501 TRUXTUN AVE.
CITY/STATE:
BAKERSFIELD, CA 93301
LEAK REPORT: Y
DATE OF REPORT: 05/17/90
ABANDONMENT #: A1200-18
MAY-
8-90
TUE
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McNabb Coostrw:tion Company
P. ø 1
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PANAF~ DISTRIDU'l'íON
We have ~ pnge(s) to send, plus this cover pose.
Iryou need a re-send on My or these pageSt please caD the number tlsted below (within 15 minutes).
Ie we do not hear from you, we will assume that all pages were received.
!cc~imi1e Crom;
DATE: t
Facsimile sent:
,
TO:
4400 Ashe Road,-Suite #213
Bnkcrsfield. California 93313
"Fax" Telephone #:
805/ 397·8198
(805) 397·8118
.~~M
Offioe Telephone #:
Plco.se deUver trMsmission QS soon as possible. Tbnnk you.
4400 Ashe Roaf::1213 . Bnkcrsfictd, CaliL'Ontin o¡:ri13 . (805) 397·8118 . FAX: 80GI 397-8193
MAY- 8-90
TUE
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~ENVlpt i~fNTAL
r:ltMlCAL ANALYSIS
LABORATORIES, INC.
. . J. J. EI)UN, REI). CHEM. SHCR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
( SOIL)
PETROLEUM
McNabb Construotion
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
Date of
Report: 02-May~gO
Lab No'.:
Sample Desc:
3780...1
City of Bakersfield, Corporation Yard
Two Feet under dispenser
Date Sample Date Sample Date Analysis
Colleoted: Received @ Lab: Completed:
25-Apr-90 2ES-Apr-90 02-May-90
MinimL:1\
Reporting Anal¥sis Repor-:'l::.g
Constituent Units Results Level
Benzene ug/g 110 9
Toluer:e. ug/g 710 9
Ethyl Benzene uq/g lSO 9
p-Xylene U9/9 260 9
m-Xylene u9/9 610 9
o-X¥lene uq/g 330 9
Total Petroleum
. H~'drocarbons uq/q 10,000 300
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents b¥ Modified EPA method 5020/8020.
~s Received Basis
Comments:
california D.O.H.S. Cert.#102
By
~~,~,
Î.. ¥ .1,Ç( /.Þo..
7}" . Analyst ~
MAY-
8-9121
TUE
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,ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
LABORATORIES. INC.
.... J. EaUN, REO. CtiEM. ENOR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327.4911
Purqeable Aromatics
(SOIL)
McNab):) Construction
780S Alcott Ave.
Bakersfield, CA 93308
Attention: . Brian McNabb
Date of
Report: 0~-May-90
Lab No~: 3780-2
sample Cesc: City of Bakersfield, Corporation Yarå
Four Feet under dispenser
Date sample Date sample Date Analysis
Collected: Received @ Lab: Completed:
25-Apr-90 26-Apr-90 02-May-90
Minimum
Reporting Analysis Reporting
Constituent. Units Results Level
Benzene uq/g 110 10
Toluene uq/g 910 10
Ethyl Benzene ug/q 210 10
p-Xylene uq/q 410 10
m-Xylene uq/q 960 10
o-Xylene uq/g 570 10
Total Petroleum
Hydrocarbons uq/q 12,000 300
(Gasoline) ,
TEST METHOD: TPH by D.O.H.S. I L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
-i: VZ ~~
. ~. 1 n
H 1>~~~
nalyst
MAY- 8-90 TUE 2:25
_l",
.-
1='.04
,ENVIRONMENrAL
CHEMICAL ANALYSIS
LABORATORIESJ INC.
, .I, J¡ EGLIN. REQ. CHEM. ENCA.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
purqeable Aromatics
(SOIL)
PErROLEIIM
McNabb Construction
780S Alcott Ave.
Bakersfield, CA g3308
Attention: Brian McNabb
Date of
Report: 02-May-gO
Lab No',.:
Sample Cesc:
3780-3
City of sakersfield, Corporation Yarã
Six Feet North and six Feet below dispenser
Date Sample Date Sample Date Analysis
Collected: Received @ Lab: Completed:
2S-Apr-90 26-Apr-90 02-MaY-90
Minimum
Reporting Analysis Reporting
Constituent Units Results Level
Benzene uq/q S4 3
Toluene uq/q 440 3
Ethyl Benzene uq/9 60 3
p-Xylene uq/q 280 3
m-Xylene ug/q 670 3
o-Xylene ug/g 390 3
Total Petroleum
Hydrocarþons ug/'3 9,700 100
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.r.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
california D.O.H.S. Cert. #102
By
-J!¡ 11 ~~
.V'J. lin
F ."b~
Analyst
GARY J. WICKS
Agency Director
(805) 861·3502
STEVE McCALLEY
Director
./-
.~
2700 M Street. Suite 300
Bakersfield. CA 93301
Telephone (805) 861-3636
Telecopler (805) 861-3429
I
RESOURCE
AGENCY
PERMIT NUMBER 180008M
STORAGE FACILITY
FACILITY NAME I ADDRESS:
City of Bakersfield(Corp.Yard)
4101 Truxtun Ave.
Bakersfield, CA 93309
OWNER(S) NAME I ADDRESS:
City of Bakersfield
4101 Truxtun Ave.
Bakersfield, CA 93309
CONTRACTOR:
MëNabb Construction
7808 Olcott Ave.
Bakersfield, CA 93308
License # 474331
Phone No. (805) 397-8118
Phone No. (80S) 326-3784
NEW BUSINESS
CHANGE OWNERSHIP
RENEWAL
X MODIFICATION
OTHER
PERMIT EXPIRES July 25, 1990
APPROVAL DATE
APPROVED BY
.................................................................................. POST 0 N PREM ISES.................................. ...................................
CONDITIONS AS FOLLOW:
Standard Instructions
1.
This permit applies only to the modification of an existing facility involving the removal of product line
..
from unleaded dispenser to pump and swing ioint. Install new 1-1/2 flex line and self-containment
product~th monitoring well. .
All coh'struction to be as per facility plans approved by this department and verified by inspection by
Permitting Authority.
All equipment and materials in this construction must be installed in accordance with all manufacturers'
specifications.
Permittee must contact Permitting Authority for on-site inspection(s) with 48 hour advance notice.
Backfill material for piping and tanks to be as per manufacturers' specifications.
Float vent valves are required on vent/vapor lines of underground tanks to prevent overfillings.
Construction inspection record card is included with permit given to Permittee. This card must be posted
at job site prior to initial inspection. Permittee must contact Permitting Authority and arrange for each
group of required inspections numbered as per instructions on card. Generally, inspections will be made
of:
a.
b.
2.
3.
4.
5.
6.
7.
c.
d.
Tank and backfill
Piping system with secondary containment
leak interception/raceway
Overfill protection and leak detection/monitoring
Any other inspection deemed necessary by Permitting Authority.
Kel'n County Ileal th Depal'tm. ....
Division of Environmental .~
1700 Plower Stl'eet, Bakel'sflclä, CA 93305
(805) 861-3636
~ Pormit No.~08e.-.
A~1 ton Date .
A.
APPLICATION FOR PERMIT TO OPERATE UNDERGROUND
HAZARDOUS SUBSTANCES STORAGE FACILITY
check :
Modification Of Paciiity CJExisting pacilit;CJT~ Ownership
Contact (name I area code I phoe): Days 1Y1 IItj;; 5*- 37.8J.¡
· ª,,, ./ .-r-..--.t?"' i ts
Facility Name oF~tli) No. Of Tanks
Type Of Business (ch ck): []GasoJine Statio Oth l' (scribe) .
.Is Tank (s) Located 0 An Agr icultural Fal'm? 0 Ves Opo
Is Tank (s) Used Prima~lYP~rii~~rftvpurpnses? OYes lil!!0 t: ~ .
Pacility Address lol .¡; b. Nearest Cross St.·. ~
T " SEC' (Rul'al Locations Only) yVl'.
Owner Contact Person t
Address '. Zip 9 Telephone -
Operator Contact Person ~L~~
Address Telephone
..
B.
\
Water To Pacility Provided By
Soil Characteristics At Facility
Basis For Soil Type and Groundwater
e
Depth De erminatio
. CA COlj~' s License N~(
Zip Telephone
,,~oAed C~pletion Date ~
-:Ji( -"t'Ð Insurer,
C.
Contractor
Address
Proposed tarting Date
Worker's Compensation Certi
D.
E.
Regular Premium Diesel Waste
( Oil
0 0 li- D D 0 0
0 0 0 0 0 8 B
0 0 0 0 0
0 0 0 0 0 0 0
F. Chemical Composition Of Materials Stored (not necessary for motor vehicle fuels)
Tank' Chemical ~ored (non-commercial name) CAS' (if known) Chemical Previously Stored
ù.ùI~ & (i~rent)
./'
G.
Transfer Of Ownership . /
Date Of Transfer .~ _~ _
Previous Facility Name I ~
I, 'accept fully all obligations of Permit No. issued tc
I understand that the Permitting Authority may review anc
modify or terminate the transfer of the Permit to Operate this underground storagr
facility upon receiving this completed form.
Previous Owner
- - - - - - - - - - - - -
- - - - - - - - - - - - -
- - - - - - - - - - - - - -
This form~en completed under penalty of
and correc..t / I \ /J!l
Signature,JfJ1(LJl1 C~.
my knowledge is
Uote ~
perjury and to the best of
Title (L-{£~
true
-___ ~------- ----.-::r'-~
.-
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.-
Standard Instructions
Permit No. 180008M
8. All underground metal connections (e.g. piping, fitting, fill pipes) to tank(s) must be electrically isolated,
and wrapped to a minimum 20 mil thickness with corrosion-preventive, gasoline-resistant tape or otherwise
protected from corrosion.
9. Primary and secondary containment of both tank(s) and underground piping must not be subject to physical
or chemical deterioration due to the substance(s) stored in them. Documentation from tank, piping, and
seal manufacturers of compatibility with these substance(s) must be submitted to Permitting Authority prior
to construction.
ACCEPTED BY: ~-// .1) L~ ~
DATE: '1- ;;.. S.... -?o
MD:cd
driggs\ 180008m. ptc
~"""'~_"-'-'~"'"
, 04/24/90
4 ; 1 7 pm
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I H042490 1 I
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line Dest:ription
1,TA\N:K PLAN CHECK
KERN
er
R E C E I P T
. .
Invoice Nbr. 1" 32688 .
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Type .of Order" .·.~..W ....;..J
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COUNTY PLANNING & DEVELOPMENT
2700 'M' Street
B~kersfield¡ CA 93301
(805) 861-:-2615
. ,.
,," " --~-
TH,ANK yn[J'
.. .. '" ,~ .. .. ~"..
Wtn 8y ¡Order Date
RAR I 04/24/90
I '.,....
170,lJ.,
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MCNABB CONSTRUCTION
" ",
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Ship Date I Via
04/24/90 'CK# 2795
QUi!lntit'y·1 P~ice 1-'nit
1 100.00 E
OrdE?r Totaì
Amount Due
Payment Mace ey Check
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'100.00
100.00
10C.OO
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2700 M Street. Suite 300
" Bakersflefd. CA 93301
¡f1I?E!?1ZZ;;};~.'·. -Telephone (805) 881-~
æ-l -:"?~ . .... . ~. -. .':; Telecopter (80S) 861·3429 .
1 ~ ''''', .'- ~:':;-L:,>~':';' ;:¡.þ:;~·~':·:·;~';;?Fif~~;~~t;~;~·~~<::->.~;;
·..E NT··, ·'"<.c.jA G ENe Y J} ~ >'1>', ¥'....,,...\','\ ,-!', "'-, :"
~i ~~':;!>":{;\<~X~~~~\2~l~~:: , .1~;\~tf:'(fi};J¡~~fJ~.~~~t~~.~:
MENTAL '.' . . ·"'ì!t"',·¡"'1"":'.ì;'-·l'··.··v~-"'ì-."..;.,:..^·.!" "'--i'}~" ..
- ~.¡j'.,~~~";:.;,i;2'l¡:;·~;·i;~~~;i;¡~~~~1~:~·
'PERMIT FOR PERMANENT CLOSURE :'t0~.: ~P~:~/f~,:.¡';~;~~;~t }~·.~::J~i~;PERMIT.NÙMBÉR·i·;i2oo.::i·8'·
. . o~.· 'f., ',' ~ " . ..:' _ ;: '. :~, .~..'::~:>;~;\'~, -" ,·~'J~;;~Ci;~:':;;)~..:{~~.:'{F,~;;)~;J~:/~~k:~~.' .' ?;' ..,' {:{'¡:,}~):
~: OF UNDERGROUND HAZARDOUS.. '~;;'·;i.';\:':"'~·' ,,'; f'7":}):(VII",-·.:·.¡.s-"::'~':,..,f;:,ß,.-,j-.·;,~··,"::,\(. '·r,~.,t \ :;', ":Ai
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.. , ,SUBSTANCES STORAGE FACILITY ,<.;,~..,.~.:...,." ~ , ,. -:".: \~""~ .,:0:,,' ....:-';;':" ',.;: ;:-. ::., ":' .<;~ -:;:~-!I' ',' :~;-;~¡.:'-g\
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. ;,; í:,~,~::'City of Bakersfield Corp. Yard' .,::<S;"· çIty of BakersfIeld ..·t~;r'\:· .:,(? ·.;.;;z¡,'!."-,·;¿,'·McNabb . Construction );':-C~f':~I~'z ,,~.,;·,;\·"'it!
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~, ,,'. :,4101 Truxtun Ave t:.' i'Ï;r~,,;"';:X'_c<"":?·> 1501 Truxtun Ave. .~:-'-J.'f.;,.,:... ':.#¡~,,'?;t(;;:':r·7808 Olcott'Ave:' o'.' "'.",1';" >~' .,·A~'~, :
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;','i;' .~;:Bakersfield, CA 93309 /,}':-"',;>;"!::'.;~i\"n. ::~'.Bakersfield, CA 93309. \':;'::::', ;;;;~~" 'J:'Bakersfield,. CK}~3308·.;~ ':. ',',''.''-" ';~::':;:'~;:
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, ,Phone: 80S -: 397-8106 ~j~:(ji"' ~~<;;.<.
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: PERMIT EXPIRES '-;;-;~,:Wf á!;íV' 26~~:ìi99(>,:i;:~f<;:í~~;;:;~!
GARY J. WICKS
Agency Director
(8051 861-3502
STEVE McCALLEY
" . . , , Director
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PERMIT FOR CLOSURE OF
PIPING AT ABOVE
APPROVAL DATE
. "
LOCATION
APPROVED BY
............. ........ .... ....... ....... ...... ................... ........ ........ ..... POST 0 N PRE MI S ES. ....................... .................. ......... ....... ............... ,
CONDITIONS AS FOLLOWS:
1. It is the responsibility of the Permittee to obtain permits which may be required by other regulatory agencies prior to beginning work. (i.e., City
Fire and Building Departments)
2. Permittee must notify the Hazardous Materials Management Program at (805) 861-3636 two working days prior to tank removal or abandonment
in place to arrange for required inspections(s). '
3. Tank closure activities must be per Kern County Environmental Health and Fire Department approved methods as described in Handbook UT,
30.
4. It is the contractor's responsibility to know and adhere to.all applicable laws regarding the handling, transportation or treatment of hazardous
materials.
S. The tank removal contractor must have a qualified company employee onsite supervising the tank removal. Theemployi:e must have tank removal
experience prior to working unsupervised.
6. If any contractors other than.those listed on permit and permit application are to be utilized, prior approval must be granted by the specialist
listed on the permit. Deviation from the submitted application is not allowed.
7. Soil Sampling:
a. Tank size less than or equal to 1,000 gallons - a minimum of two samples must be retrieved from beneath the center of the tank at depths
of approximately two feet and six feet.. ' , ", .-
b. Tank size greater than 1,000 to 10,000 gallons - a minimum of four samples must be retrieved one-third of the way in from the ends of
each tank at depths of approximately two feet and six feet.
c. Tank size greater than 10,000 gallons - a minimum of six samples must be retrieved on-fourth of the way in from the ends of each tanl
and beneath the center of each tank at depths of approximately two feet and six feet.
8. Soil Sampling (piping area): "
A minimum of two samples must be retrieved at depths of approximately two feet and six feet for every 15 linear feet of pipe run and under th
dispenser area.
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a. All soil sam pIes ret rieved from benea t b gasoline(1eaded / unleaded) tanks and a ppùrten~nces must bean'~lyzed f~¡' be~ïené:"t~íue~e. 'xYí~~; , '
and total petroleum hydrocarbons (for gasoline). ,'-" ,',. '. '-. ' " "
. ~"-d' All soil samples retrieved from beneatb diesel tanks and appur~enances must be analyzed for total petroleum bydrocarbons' (foe diesel) ,
_;;;.~::Iif, and benzene. . ~(a ;.~.~;;~t.#J~;:1~~~~~;'j·; _~~~~~S2'~¡;~:}.'~::1¿:::~:'~ç;; ~;.~~':'~": - ~~~ ';~:.~~: ~;~:,~: ~:-;::~(;4?,t;;:~~~~~\}~¡~~~J.~~":~-<~~1l\: ~to~'~; ~ "j . '~~:f:L~.·_~~~;-~~·~r:·¡~,;\' i(.:~f~í&.:·~~,~ d~~~~-: f·~~ t<
c. .: :,,:;; 'c:AlI soil samples retrieved from beneatb waste oil tanks and appurtenanées must be analyzed for total organic balides, lead, 'oil and gi-eaSe. .
. d. ~:,t;i1.': All soil samples retrieved from beneatb crude oil tanks and appurtenances must be analyzed for oil and grease. '. ;,:;·;?~i;:'1:~f~éf~;ji~:ii:"*~:;, '
. :\~~,'~,.::;·A11 soil samples retrieved from beneatb tanks and appurtenances tbat contain ~nkn.own ~~~tances must .~ ~n!ly~~f~r_~ ,ful! !3D,ge ()(
"... o. substances tbat may bave been stored witbin tbe tank. '.' '-';::;:~ :~\.:(;:;'';"j ;: ". ~,-.c,~ ;~;:;.:;:;/·t<-;:. ,;;~";...'-:: c;>~_,·:;~
. · ..' .,.,f. '",·,·AlI soil samples retrieved from beneatb tanks and appurtenances tbatcontained fuñuryl àl~hol resin D1úst...~. ânalyzedfor phenols,
Transportation and tracking forms sent to Hazardous' .' 0'" . . .., '. No later than S working days for transportation and 14 workiù'g ;c,,;::,~:
. '. Materials Management Program. All bazardous waste days for the tracking form after tank removal. ,,'''~_'''''.:: 'c.'.; ': j.::<.,Ù-"";
. =::. -=.~:e ~..<d by lhe ""'VO," lhe . . .;~~~{'f;~~1':~*'tJ,~~~ii~~"\{Ji~~~t~
. 'Sample analysis to Hazardous Materials Management ,No later than 3 working days'afterèómplètioò'òf analŸs¡j"~~iF"l{:ii+;'f
Program . ' '. . .¡',....¡...,::~ '. .~~:!,\(?þ;¡;~'.':;.....
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11. Purging/Inerting Conditions:
a. Liquid sball be pumped from tank prior to purging such that less than 8 gallons of liquid remain in tank. (CSH&SC 41700)
b. Tank sball be purged tbrougb vent pipe discbarging at least 10 feet above ground level. (CSH&SC 41700) . :.. .',
c. No emission shall result in odors detectable at or beyond property line. (Rule 419) " .
d. No emission shall endanger tbe bealtb, safety, comfort of repose of any person. (CSH&:SC 41700)
e. Vent lines shall remain attached to tank until the inspector arrives to autborize removal.
RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS
. .
This department is responsible for enforcing the Kern County Ordinance Code, Division 8 and state regulations pertaining to underground storage tanks.
Representatives from this department respond to job sites during tank removals to ensure tbat the tanks are safe to remove/close and tbat tbe overall
job performance is consistent with permit requirements, applicable laws and safety standards. The following guidelines are offered to clarify tbe inferests
and expectations for this department.
1. Job site safety is one of our primary concerns. Excavations are inherently dangerous. It is the contractor's responsibility to k.now and abide by
CAL-OSHA regulations. The job foreman is responsible for tbe crew and any subcontractors on the job. As a general rule workers are not
permitted in improperly sloped excavations or wben unsafe conditions exist in the bole. Tools and equipment are to be used only for their designed
function. For example, backboe buckets are never substituted for ladders.
2. Properly licensed contractors are assumed to understand tbe requirements of tbe permit issued. The job foreman is responsible for knowing and
abiding by tbe conditions of the permit. Deviation from tbe permit conditions may result in a stop-work order.
3. Individual contractors will be held responsible for' their post-removal paperwork. Tracking forms, bazardous-waste manifests and analyses
documentation is necessary for each site in order to close a case file or move it into mitigation. When contractors do not follow througb on
necessary paperwork, an unmanageable backlog of incomplete cases results. H this continues, processing time for completing new closures will
increase.
AccePted Bv:
OWNER OR AGENT
DATE
MD:cd
driggs \ 1200-18.pta
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THIS APPLICATION IS FOR
. A: FN:ILI1Y INfœ'ATI~
PlnJECT CCHTACT:
F~ILITY NNE:
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c: OOOCJL INFm'ATI~
CHEMICAL COMPOST ION OF MATERIALS STORED:
T~ # _~~~~:___ ~__ _~:==+g~a-IEMICAL Ji.~~RLY STORED
------ 10 ----
---------- 10:----
D: BMIUHNTÞL ~TI~
""TER TO F~ILITY PR)VIŒD BY:
NEAREST HATER Itfll. -GIVE DISTNa IF WITHIN 500 FEET:
BASIS Fæ S>IL TYPE ÞM) OOHOOTER ŒPTH ŒTmlIK4TICN:
TOTAL tuBER ~ SðWlES TO BE N-W.YlED: a--
E: DIsœAI.. JNFœo\\TI~
œaMAMINATICN PmWRE:
ŒCCNTAMlNATlCN CCHTRACTOO:
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DIs.oœAl JoE1}IX) FeR T~(S):
DI5roW. Ænm FeR PIPIM3:
DIsrow. LOCATICN Fœ Rlt$TE: Ai
DIsrow. LOCATICN FeR TÞHJ((S):
DISPœ,ðJ. LOCATICN Fœ PIPII«3:
**PlEASE lETE THE REVERSE SIDE OF THI APPLICATI~ BEFORE SU8MlTTING FOR RËVIEW**
THIS FORM . /is. B CCtw1~LETED UN ER PENAL TV OF PERJURY AND{liijiE BEST OF MY KNOWLEOGM
TRUE AND ~ 1 Jt) e I .. .
SIC!J-.ATURE:f-Y'Jf&~ / -..!.D=:_____________ TITLE _~ _2-_~ DATE_¥1 e;t_
PROVIDE DRAWIN~~;'SICAL LAYO~T OF ,FACILITy4IÞING SPACE PROVIDED BELOW.
ALL OF THE F.OLLOWING INFORMATION !1l'_$..LJ~.s INCLUDED IN ORDER FOR THE
APPLICATION TO~E PROCESSED:
. \ j TANK(S). PIPING & DISPENSER(S). INCLUDING LENGTHS &
---7;--- DIMENSIONS.
PROPOSED SAMPLING LOCATIONS DESIGNATED BY THIS SYMBOL
----7-
"0,
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_______ NEAREST STREET OR INTERSECTION
-JL~ ANY WATER WELLS OF SURFACE WATERS WITHIN 100' ,RADIUS OF
j FACILITY - - - -. -.. .h___,. .,:'. .-.-.... '.
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.KERN CraNO''''-' RESOUR'CE _~..A.GEM·ENT AGE
ENV I RONM~L AL TH SERVICES DEPARTME'NTU .
2700 "MH STREET.-SUITE 300. BAKERSFIELD. CA.93301 .
, (805)861-3635
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UNDERGROUND HAZARDOUS SUBSTANCE STORAGE FACILITY
* INSPECTION REPORT *
PERMIT.
PERM IT;' .",....,.... ~.
TYPE OF INSPECTION:
TIM E I N L..?.Q....,. TIM E 0 U T ..........................
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ROU TIN E....X............. R ErN SPEC T I ON
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FACILITY ADDRESS:4101 TRUXTUN AVENUE
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I 8AKERSFIELD. CA
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¡ ITEM .. . .. . ,', VIOLATIONS/OBSERVATIONS -~
I i. PRIMARY CONTAINMENT MONITORING: I f~ V/~~ ~ /~.:;::~J/
I ,3, Intercepting an directing system ¡ 11-,,-^rf .l.c-'&l ~-fr;t;¿.¡;tr ~~''-''1
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KERN COUNTY HEALTH DEPARTMEN.
HEALTH OFFICER
leon M Hebertson, M.D.
1700 Flower Street
Bakersfield. California 93305
Telephone (805)861-3636
ENVIRONMENTAL HEALTH DIVISION
INTERIM PERMIT
TO OPERATE:
DIRECTOR OF ENVIRONMENTAL HEALTH
. ¡ ,Vemon S. Reichard
" .,.-¡'
'PERMIT#:LSOOOac
ISSUED: JULY 1,1986
EXP:r: RES: JULY 1, 1988
UNDERGROUND HAZARDOUS SUBSTANCES
STORAGE FACILITY
".
NUMBER OF TANKS= 5
~ ---------------~------------------------------------------------------
,¿~ FACILITY: I OWNER:
~ ~..OoJ~~~I ~:U~~~~~~~~~~~ C~R~~.,,~~,R~,. ,.,\ ",~~~i ~~u~~~:Ri~~:t~ _,
,~~::}BAKERSFIELD, JCA ',,·1 BAKERSFIELD, CA.93301
----------------------------------------------------------------------
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A,GEI' ( ~N ..YRS)
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.' ,,;.SUBSTANCE CODE
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NOTE: ALL INTERIM REQUIREMENTS ESTABLISHED BY THE PERMITTING
AUTHORITY MUST BE MET DURING THE TERM OF THIS PERMIT
I ,
NON-TRANSFERABLE *** POST ON PREM:r:SES
/.
, . DATE PERMIT MAILED:
APR 11987
, ;"
DATE PERlUT CHECK LIST RETURNED: . i
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Kern County Ileal th DepartmA.·...:
Division of Environmental" .
1700 Flower street, Bakersfield, CA 93305
Pe em iat". .
ApplicatioRlr e
/?()ðO~C-
JtJ
APPLICATION FOR PERMIT TO OPERATE UNDERGROOND
HAZARDOUS SUBSTANCES STORAGE FACILITY
~ of Application (check):
DNew Facility Df't>dification of Facility M,:txistiD;J Facility OTransfer of OWnership
A. Emergency 24-Uour Contact (name, area code, phone): Days 5deV CÞ'/l/YGL£ Bc;.s-;:J'26~J'?Y?
(' Nights ~ÃtH'V ~#..n;;tL· ~ P?rJ7a=('7
Facility Name ~/~ ¿/f~¿'~~Ì'U 'ff:(¡:: ~#: No. 0 Tanks
Type of Business (c 'eck): [jGaso ne Stat on (:3:D er (describe) P¿£.é;r- ?'/~/#";;G>-'
Is Tank(s) Located on an Agricultural Farm? Dyes 'ß)1b . "
Is Tank(s) Used primarily for Agricultural Purposes] []Yes ~
Facility Address ¥/tJ! T/Zt/¡(T¡¡d /ft/ð ~Qk¡'£i:'ff Nearest Cross St. ÎÃ:.,,¡~r7Z/~¢' ~$";---~~
T' ,R SEC (Rural Locations O1ly)
OWner e, ~ ~.:r ~1ifff/ " Contact Person 6&y ,if4~g¿.d'"
Address J~-- / rÆ"" . ~ ðfl"a-/J'j;';,¿/2ip 9-?"?¿J/ Teleprone é0P..?¿~-J?,ç:~
Operator (]/ry ¿II' ~dŒìf7U ~c,¿/ y/~ Contact Person 6#~r ~~6~?
Address ~.(t'/ T.Æ"t/kTk'// A'¡/~ ~4t!'# Zip 9. ??c?/ Telephone Øar-..7Z6·-?~ý'..r-
B. Water to Facility Provided by Depth to' GroW'¥lwater
Soil Characteristics' at Facility
Basis for 8011 Type and GrouOOwater Depth Deteaninations
CA Contractor's License No.
Zip Telephone
Proposed Canpletion Dste
Insurer
C. Contractor
Addr ess
Proposed StartlD;J Date
WOrker's Compensation ~ertlflcation t
D. If This Permit Is For Modification Of An EKistirY;J Facility, Briefly Describe f'b11flcationr
~roposed
E. Tank(s) Store (check all that apply):
~! Waste Product Motor Vehicle Unleaded Regular Premium Diesel . Waste
Fuel Oil
Ida / ( ùt) J. [] 0 0 0 ~ ~ 8 B
J.l~j 0 0 ID 0
~¥¿J-tI- 0 0 lEI Ii 8 ~ B
(J yt/¿..- 5' 0 0 tia
F. Chemical Canp:>s~ tion of Materials Stored (not necessary for rotor vehicle fuels)
Tank t Chemical Stored (non-comnercial name) CAS t (if known) Chemical Previously Stored
(if different)
G. Transfer of OWnership
Date of Trãnsfer
Previous Facility Name
I,
previous Owner
accept fully all obligations of Permit lb. issued tc
. I understand that the Pennitting Authority may review anc
modIfy or terminate the transfer of the Permit to Operate this underground storagp
facility upon receiving this completed fo~.
'I11is form has been completed under penalty of perjury and to the best of my knowledge h
true and correct.
SIgnature /tØr¿ *"~ TItle '#ø~ ÆMY. fl{>-% . Date :?-/¡:?-¿:;:,-
!:dt;U.lLy NWlle L..-I¡;V c-¿~/"./01«. e- Perlllit No.1 ?OOOJ>G
TANK. ~.I1:J2.:..L (FIL~ OUT SEPARATE FORM FÒk EACH TANK)
\. . ·FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES
,H. 1. Tank is: \Óvaulted (25INon-vaulted O~uble-Wall, DSingle-Wall
2. Tank Mater\al
1!šÞCarbon ~teel 0 Stainless Steel 0 Polyvinyl Clùoride
o Fibergl~s-Re in forced Plastic 0 Concrete 0 Alllt\im.m
o Other (describe)
3. Primary ContaÌnment
Late Installed \ Thickness. (Inches)
lo/1'~ t/~//(
4. Tank Secondary Cbntainment
0- Double-Wall-rJ Synthetic Liner 0 Lined Vaul t 0 None known
OOther (describe): Mæwfacturer:
DMaterial \ Thickness (Inches) / Capacity (Gals.)
5. Tank Interior LinillC)\ /
D"Rubber 0 Alkyd \OEpoxy DPhenolic DGlass/[]Clay Dlkllined ~kno"""
DOther (describe): \
6. Tank Corrosion protection / .
-o-Galvanized DFiberglass-Clad DPolyethYlene Wrap DVinyl WrappiRj
DTar or Asphalt ~nown DNone DOther (describe): .'
Cathodic Protection: DNone DImpressed CUrrent System DSacrlflcial Anode System
Describ:! System & Equ\ipnent: /
7. Leak Detection, Moni torin<¥, and Interception .
a. Tank: DVisual (vaulted tanks only) DGrouoowater Monitoring we11(s)
o Vadose Zone Moni toring \\ell( s)' D ~ube Wi thout Liner
, . *
OU-Tube with Canpatit4e Line~JDirectin¡ Flow to Monitorin:J Well(s)
o Vapor D:!tector* 0 Liquid Level Sensor 0 Conductivi t;t Sensor*
D Pressure Sensor in Annular Space of Double Wall Tank
o Liquid Retrieval & Inspection Fran U-Tube, Moni toriB} Well or Annular Space
o Daily Ga~iRJ & Inventory Reconciliation 0 Periodic Tightness TestiDj
ßJ'None 0 unknown 0 Other:
b. PipiB}: Flow-Restrictirg Leak Detector(s) for Pressurized PipiRj'lll
o Moni toring SlInp wi th Raceway '0 Sealed Concrete Raceway
o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway BlNone
\
o Unknown 0 other \
*Describe Make & Model: \-
8. i~n\~ighin~sBe' \.
s 1S a en Tightness Tested? \DYes DNo (¿šJUnknown
Date of Last Tightness Test \ Results of Test
Test Name . Testing Canpany
9. Tank Repair : \
Tãñk Repaired? ,DYes œ:No OUnknown \
Date(s) of Repalr(s) \
Describe Repairs
,10. Overfill Protection
~ato~. Fills, Controls, & Visually Mo~itors Level
DTape Flpat Ga~e DFloat Vent Valves O'Auto Shut- Off Controls
BCapacitiance Sensor DSealed Fill Box ONone Dunknown
Other;í \. List Make & Medel For Above Devices
/
11. Piping / " '.
a. UndergrolU1d Pipi~: E]Yes DNa DUnknown \ Material LÝ"C'..¿/
Th~kness (inches) Diameter Manufacturer
OPressure OSuction ~ravity' Approxima1te Ler¥3th of Pipe R1.n Û ..ç~t::J";
b. U~ergrolU1d Piping CorrosÍÕn Protection : \
;OGalvanized DFiberglass-Clad [JImpressed CWrrent []Satrificial Anode
DPolyethylene Wrap OElectrical Isolation C]Vinyl Wrap DTar or Asphalt
~nknown o None [JOther (describe):' \
c. Underground Piping, Secondary Containment: \
ODouble-Willl [JSynthetic Liner System DNone I DUnknown
Dnther (desr.ribe):
¿¿!tJ-!
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Capacity (Gallons)
2 C<!/
r'acility Name (l¡i Y &'#"/<ttf!;('é/e pennit No·1 FOGO dYC
TANK !.tt!P·:L" (FILL OUT SI~PARATE FORM FOR EACH ~)
" . 'FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES
H. 1. Tank is:"-rivaulted ~n-vaulted ODouble-Wall" DSingle-Wall
2. Tank Mater~l
øCarbon ~eel 0 Stainless Steel 0 Polyvinyl Clùoride
o Fiberglas.s--Reinforced Plastic 0 Concrete 0 Altmim.m
o Other (de~Ç" H:>e) "
3. Primary Containment
Date Installed ~ickness 1 Inches) Capacity (Ga ons)
/'f-?'4 \ t/ß~( " 2
4. Tank Secondary Containment
DDouble-Wall 0 thetic Liner DLined Vault
OOther (describe): /
o Material Th ckness (Inches)
5. Tank Interior L n "9 / '
-rfRubber 0 Alkyd DE xy DPhenolié DGlass 'Delay Dl11lined B)u1known
DOther (describe): /
6. Tank Corrosion Protection \ / "
-UGalvanized DFibergla~-Clad/ D~lyethylene Wrap DVinyl Wrappirg
DTar or Asphalt WUnkno~ 12]None DOther (describe): .
Cathodic Protection: ONone\ X]Impressed CUrrent System DSacrificlal Anode System
Descrite System & Equipn~'6t:
7. Leak Detection, Monitoring,/an~ Interception
~Tank: OVisual (vaul~ed t~ks only) LJGrouoowater MonitorlJJi Well(s)
o Vadose Zone Moni ~bring Well (s) 0 U-Tube Wi thout Liner
0,\ *
U-Tube with Canpatible Liner Dlrecti~ Flow to Monitoril'J) Well (s)
o Vapor Detecto~:* 0 Liquid Level Sensor 0 Conductivit~ Sensor* .
"0 Pressure Sensor in Annular' Space of Double Wall Tank
D Liquid Retrieval & Inspection Fran U-Tube, Moni toring Well or Annular Space
o Daily GalJ;JiD;} & Inventory Reconciliation DPeriodic Tightness Testi~
fa None 0 unknown 0 Other \
b. Piping: Flow-Restricting Leak Detector(s) for Pressurized PipingW
o Moni toring SlIfIp with Race\\aYD Sealed Concrete Raceway
o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway la'None
DUnknown o other '.
*Describe Make & Model:
8. ~nk4ighin~sB
s lS a een Tightness Tested?
Date of Last Tightness Test
Test Name
9. Tank Repair
Tãñk Repai red? 0 Yes ~ DUnknown
Date(s)i of Repair(s)
Describe Repairs
"10. Overfill Protection ì
~ator Fills, Controls, & Visually Monitots Level
DTape Float GalJ;Je DFloat Vent Valves 0 Auto Shut- Off Controls
BCapacitance Sensor DSealed FiU Box ONanè Dlh1known
Other: \List Make & Model For Above Devices
\
\
11. Piping \'
a. Underground Piping: ~Yes DNa Dunknown Material .~;C"e/
, Thickness (inches) tl.tÞk ~ piameter //4-4.', Manufacturer !r'~4Ç;
DPressure DSuct on (ElGravity 'Approximate Length of Plpe Rm
b. Underground Piping Corrosio~ Protection : \
DGalvanized [JFiberglass-Clad [JDmpressed Current []Sacrificial Anode
Dpolyethylene Wrap DElectrical Isolation Dvinyl Wrap OTar or Asphalt
p;3unknown o None DOther (describe):'
c. Underground Piping, Secondary Containment:
DDol1ble-Wall OSynthetic Liner System ONone DUnknown
nOther ((1escdbe):
ú/¿J- J..
-
,'-
,.- I.......
- I
.",. ...".;:.~I --.,
) -.~--
. erglass-Clad Steel
Bronze 0 Unknown
Manufacturer
u#R.
o None JBunknown
Manufacturer:
Capacity (Gals.)
\
DYes oNo ~unknown
. Results of Test
Testing Canpany
,
\
\
\
1: d~l.r.l. LY Nóllle
él¡ Y
I
&//Æe. V/7¡Lf/, .. t'~lIII1L
TANK I LL¿-.,-/ (FILL OUT SEPAf{ATE FORM FO,- .::AŒ TANK)
~FÕR EAÒI SECTION, CHECK ALL APPROPRIATE BOXEŠ--
¡-IV. / rOo 0 ?C
L L6- I
--
H. 1. Tank is: DVaulted ~Ñon-Vaulted DI:buble-Wall DSingle-Wall
2. Tank Material
~arbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<:lad Steel
iberglass-Reinforced Plastic D Concrete D AlLlllim.øn D Bronze Oth1koown
Other (describe)
3. Primary Containment
rate Installed Thickness (Inches) Capacity (Gallons) Manufacturer
If~1 PßØ(, /~¿?OÕ ¿?¿¿/e#. ~~,IY¿{~1
4. Tank Secondary Containment
0- Double-Wall 0 Synthetic Liner 0 Lined Vaul t 0 Nane J2Wnknown
[JOther (describe): Manufacturer:
OMaterial Thickness (Inches) Capacity (Gals.) _
5. Tank Interior Lining .
-rrRubber 0 Alkyd OEpoxy DPhenolic DGlass DClay OUr1lined ~knO\o!ll1
o other (describe): .
6. Tank Corrosion Protection .
--rTGalvanized 6aliberglass-Clad DPolyethylene Wrap DVinyl Wrapping
OTar or Aspha1f OUnknown DNone DOther (describe): '
Cathodic Protection: o None OImpressed CUrrent System DSacriflcial Anode System
Describe System & Equipment:
1. Leak Detection, Monitoring, and Interception
~Tank: DVisual (vaulted tanks only) DGrouoowater Monitorini Well(s)
o Vadose Zone Moni toring \-tell (s) 0 tJ-Tube Wi thout Liner
o U-Tube with Canpatible Liner Directi~ Flow to Monitorirg Well(s)·
o Vapor IRtector* 0 Liquid Level Sensor [] Condœtivit¥ Sensor·
[] Pressure Sensor In Annular Space of Double Wall Tank
[] Liquid Retrieval & Inspection Fran U-Tube, Moni toriD:J Well or Annular Space
[] Daily GaugiD:J & Inventory Reconciliation [] Periodic Tightness Testing
~ None 0 Unknown 0 Other
b. Piping: Flow-Restricting Leak Detector(s) for pressurized Piping-
o Mon! tor ing SlItIp wi th Race~y . 0 Sealed Concrete Raceway
o Hal f-Cut Canpatible pipe Raceway 0 Synthetic Liner Raceway ¡aNone
o Unknown 0 other
*Descr ibe Make & Model: -
8. ;~nk~igh~n~sBe
s IS a en Tightness Tested? þ:ÞYes DNa OUnknown
Date of Last Tightness Test Ilf11 Results of Test
Test Name Testi~ Canpany
9. Tank Repair
Tãñk RepaIred? DYes DNa Dunknown
Date(s) of Repair(s)
Describe Repairs
10. OVerfill Protection
[]Operator Fills, Controls, & Visually Monitors Level
DTape Float Gauge DFloat Vent Valves 0 Auto Shut- Off Controls
DCapacitance Sensor DSealed Fill Box o None psbJnknown
DOther: List Make & Model For Above Devices
11. Piping
a. underground piping: ~Yes DNa Dunknown Material ,ç/-ee//
Thickness (inches) , Diameter Manufacturer
DPressurè DSuction OGravity'Approximate Lerqth of Pipe Ru1 is ..¡:.~~~
b. Underground piping Corrosion Protection :
DGalvanized OFiberglass-Clad DImpressed CUrrent DSacrific1al Anode
DPolyethylene Wrap DElectrical Isolation []vinyl Wrap []Tar or Asphalt
~UnknownONone o Other (describe):'·
c. Underground Piping, Secondary Containment:
OOotlble-Wall OSynthetic Liner System ONone .ßJ\Jnknown
OOther (describe):
, .a l~llllJ.\..
I Lt.· e.' F,'F,L?" _..---
TANK n c'" ~I (FILL OUT SEPARATE FORM FG.. EACH TANK)
-FOR EAéH SEcTION, CHECK ALL APPROPRÏÃTE BõXEŠ--
I'v. /f'ooOc?C
.....J......,i¡,J...lL1 l4(..Ulil.-
(] Y¿'-l
-
H.
Il
1. Tank is: DVaulted ENon-Vaulted DIbuble-Wall DSingle-Wall
2. Tank Material
[] Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<lad Steel
Œ)JFiberglass-Reinforced Plastic 0 Concrete 0 AlLmim.vn D Bronze DUnkooWl!1
OOther (describe)
Primary Containment
Date Installed Thickness (Inches)
1r¡~1 v/!/k
4. Tank Secondary Containment
o Double-Wall D Synthetic Liner D Lined Vaul t D None IBùnknown
DOther (describe): Manufacturer:
DM1terial Thickness (Inches) Capacity (Gals.)
5. Tank' Interior Lininq . .
-rfRubber D Alkyd DEIx>xy DPhenolic DGlass DClay Dlblined ~knO\fl
Dather (describe):
6. Tank Corrosion Protection
--rTGalvanized ~Fiberglass-Clad DPolyethylene Wrap []Vinyl Wrapping
DTar or Asphalt DUnknown DNone Dather (describe):' .
Cathodic Protection: ~one []~pressed CUrrent System rJSacrificial Anode System
Describe System & Equipment: .
Leak Detection, Monitoring, arid Interception .
~Tank: ovisual (vaulted tanks only) . LrGrouoowater Monitoril'Jj'Wel1(s)
o Vadose Zone Moni toring Well (s) 0 U-Jfube Wi thout Liner
D U-Tube with Canpatible Liner Directi~ Flow to Monitoril'Jj Woll(s) *
o Vapor Detector· 0 Liquid Level Sensor 0 Conductivit;( Sensor*
O' Pressure Sensor in Annular Space of Double Wall Tank
D Liquid Retrieval & Inspection Fran U-Tube , Monitoring Well or Annular Space
D Daily Ga~ißJ & Inventory Reconciliation 0 periodlic Tightness Testing
~ None 0 unknown 0 other .
b. Piping: Flow-Restricting Leak Detector(s} for Pressurized PipingW
o Moni tor ing Sunp wi th Raceway . 0 Sealed Co.ncrete Racewy
o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway ,rn.None
o Unknown' 0 Other
*Descr ibe Make & Model:
8. i:n\~ighin~sBe
s IS a en Tightness Tested?
Date of Last Tightness Test (rf'?
Test Name
9. Tank Repair
Tãñk Repaired? DYes JBNo OUnknown·
Date (s) of Repair (s)
Describe Repairs
OVerfill Protection
~ator Fills, Controls, & Visually Monitors Level
DTape Float Gau;Je OFloat Vent Valves 0 Auto Shut- Off "Controls
OCapacitance Sensor OSealed Fill Box DNone I8Unknown
Oather: List Make & Model For Above Devices
3.
capa/~~~llOnS}
Manufacturer
¿J¿ttp"v &?~..eÝ.~
7.
µ'Yes Ot-b Dunknown
Results of Test
-~sting Company
10.
11.
Piping .
a. Uhderground Piping: ~Yes ONo DUnknown Material ~/t::'~/
Thickness (inches) Diameter Manufacturer
DPressure DSuction OGravity"Approximate Le~th of Pipe R1n .
b. Underground Piping Corrosion Protection : .
OGalvanlzed DFiberglass-Clad Drmpressed Q.1rrent D5acrificial Anode
Opolyethylene Wrap OElectrical Isolation OVinyl Wrap DTar or Asphalt.
SUnknown o None DOther (describe)::
c. Underground Piping, Secondary Containment:
ODouble-Wall DSynthetic Liner System DNone IXJi)lnknown
DOther (describe): . ,.-
C{ I)'
r
L£.~1:.,_//'/Lr.:::1". A ,_
r ~. .
TANK !.é'~,,~-I (FIL~ OUT SEPARATE FORM FG_ c:ACH TANK)
. . FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES
/:f'ooo-crc
r'dc111 LY NdJlIl::
11. Piping
a. Underground pipio:J: ~es ONo OUnknown Material 57?e/
Thickness (inches) Diameter Manufacturer
DPressure DSuction DGravity' Approximate Le~th of Pipe RLn /s ..¡:;.;~
b. Underground Piping Corrosion Protection :
OGalva'nized DFiberglass-Clad DIm pressed Q.Jrrent DSacrificial Anode
(J~olyethylene Wrap DElect,rical Isolation OVin, yl Wrap []Tar or As~lt
~Unknown o None DOther (describe):'
c. Underground Piping, Secondary Containment:
DDouble-Wall DSynthetic Liner System Or-bne ~known
Dather (describe):
H.
10.
k"(;;UIIJ.L. 14,,).
1. Tank is: OVaulted ,IE-PJon-vaulted DDouble-Wall DSingle-Wall
2. Tank Material
maroon Steel 0 stainless Steel 0 Polyvinyl Chloride 0 Fibecglass-Clad Steel
iberglass-Reinforced Plastic 0 Concrete 0 Alll11im.m 0 Bronze DUnkoown
Other (describe)
Primary Containment
Date Installed Thickness (Inches)
/pç"l ///£/;{'
4. Tank Secondary Containment
DDouble-Wall r::J Synthetic Liner
DOther (describe):
DMaterial
5. Tank Interior Lining .
WRubber 0 Alkyd DEIX>xy []Phenolic DGlass DClay []Lt11ined ~known
DOther (describe):
6. Tank Corrosion Protection
--rTGalvanized ~Fibecglass-Clad []Polyethylene Wrap DVinrl Wrapping
DTar or Aspha'1t []Unknown DNone OOther (describe):' ,
Cathodic Protection: ŒJ.hone OImpressed CUrrent System DSacriflcial Anode System
Describe System & Equipment:
7. Leak Detection, Monitoring, and Interception .
a. Tank: OVisual (vaulted tanks only) DGrouoowater Monitorißj Well(s)
o Vadose Zone Moni torio:J Well (s) 0 U-Tube Wi thout Liner
DU-Tube with Canpatible Liner Directilj Flow to Monitorlrq hell(s)·
o Vapor Detector* 0 Liquid Level Sensor 0 Condœtivit;t Sensor*
o Pressure Sensor in Annular Space of Double Wall Tank
o Liquid Retrieval & Inspection Fran U-Tube, Mon! torio:J Well or Annular Space
o Daily Gal.Xjio:J & Inventory Reconciliation 0 Periodic Tightness TestiB]
ßNone 0 Unknown 0 other .
b. PÍping:· Flow-Restricting Leak Detector(s) for Pressurized Piping-
o Moni tor ing Sunp wi th Race\o.ÆlY . 0 Sealed Concrete Raceway
o Hal f-Cut Canpatible pipe Raceway 0 Synthetic Liner Raceway 0 None
KJ Unknown 0 Other
*óE!scr ihe Make & Model:
8. r~n\~igh~n~sBe
s IS a - en Tightness Tested?
Date of Last Tightness Test 'f7¿:¡/
Test Name ¿;;'¿/¿';/f/ ea&~~ ,
Tank Repair
Tãñk Repaired? ~es ONo Dunknown
Date(s) of Repair(s) JI//f/..:.' /. ~
Describe Repairs £'e/~';;"e.· 1!/#~4: ,#
OVerfill Protection'
~ator Fills, Controls, & Visually Monitors Level
DTape Float Gal.Xje OFloat Vent Valves 0 Auto Shut- Off Controls
BCapacitance Sensor DSealed Fill Box ~ne Dunknown .
Other: List Make & Model For Above Devices
3.
Capacity (Gallons)
If: øa
j
Manufacturer . _~r-
tØ¡;¿~ &h!'AY~1fj
o Lined Vaul t D None )atJnknown
Manufacturer:
Capacity (Gals.)
Thickness (Inches)
9. .
~es ONo Ounknown
. Results of Test ~~~~~
Testing Canpany ¿9~,&~/ ~¿k"/c.-:~ ~/c::j
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Permi t t / Booo R C.
Facility (!;¡</
,
PERMIT CHECKLIST
Co~.J. var-e/
, ,
This checklis~ is provided to ensure that all necessary packet enclosures were received
and that the· Permittee has obtained all necessary aquipment to implement the first phase of
monitoring requirements.
Please complete this form and return to KCHD in the self-addressed envelope provided
within 30 days of receipt.
Check:
Yes No
\ A.
~
x
~
~
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JL
x
x-
Ä - G.
Signature
The packet I received contained:
1) Cover Letter, Permit Checklist, Interim Permit, Phase I Interim Permit
Monitoring Requirements, Information Sheet (Agreement Between Owner and
Operator), Chapter 15 (KCOC #G-394l), Explanation of Substance Codes,
Equipment Lists and Return Envelope.
2) Standard Inventory Control.Monitoring Handbook #UT-lO.
with the following forms:
a) "Inventory Recording Sheet"
b) "Inventory Reconciliation Sheet with summary on reverse"
c) "Trend Analysis Worksheet"
3) Modified Inventory Control Monitoring Handbook #UT-l5
with form: "Quarterly Modified Inventory Control Sheet" with "Quarterly
Summary on reverse"
4) An Action Chart for each inventory method (to post at facility)
B. I have examined the information on my Interim Permit, Phase I Monitoring
Requirements, and Information Sheet (Agreement between Owner and Operator), and
find owner I s name and address, facility name and address, operator I s name and
address. substance codes, and number of· tanks to be accurately listed (if "no"
is checked, note appropriate corrections on the back side of this sheet).
C. I have the following required equipment (as described in Handbooks under "Before
Starting")
1) Acceptable gauging instrument
2) "Striker plate(s)" in tank(s)
3) Water-finding paste
D. I have read the information on the enclosed "Information Sheet" pertaining to
Agreements between Owner and Operator and hereby state that the owner of this
facility is the operator (if "no" is checked, attach a copy of agreement between
owner and operator).
E. I have enclosed a copy of Calibration Charts for all tanks at this facility (if
tanks are identical, one chart will suffice; label chart(s) with corresponding
tank numbers listed on permit).
,>
F. As required on page 6 of Handbook tUT-10, all meters at this facility have had
calibration checks within the last 30 days and were calibrated by a registered
device repairman 1f out of tolerance (all meter calibrations must be recorded on
"Meter Calibration Check Form" found in the Appendix of Handbook).
Standard Inventory Control Monitoring (Handbook tUT-10) and Modified Inventory
Control Monitoring (Handbook #UT-15) were started at this facility in accordance·
with requirements described on interim permit conditions.
Date Started t-l-10 J~7
of Person Campi eting Checklis t: )¡J. "" f)ðu {l ~A.-<L.-
Ti tle: ~/ /)~,'I/I S <1.-- ..:z:z::-
I
Date: S--.rr. ?? 7
,.j ,..- .',..,
\'~Ode; D·3 Tanks -'-,,",-
15,000,'20,000* Ii Calibrations For Level Tanks
L ........-.....
Tank size, capacity _---,~,·c:,·..,~~·?!·?~\qIEé!!~-. . TanK size, capacity Tank size, capacity
..
Dipstick 15,000 20,000 ¡ Dipstick 15,000 20,000 Dipstick 15,000 20,000 Dipstick 15,000 20,000
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1'/2 " 40 34' '3381 4505 66'/¿ 8653 11405 94" ·12831' . 'j , 16905
2· 62 34'/2 " ,,3455 4602 6ì" · 8736 _', 11514 94'/2" '1,2895-;;~~ 16990
2'12 " $h~6;; 86 35" ,,'3529" 4699 67'/, " · 88~ -3 ..~., 11622 95" : it2958')í" 17075
3" ~~~~3~1'j"rf,f£~ 113 35'12 " ,,2:3604; .;i; 4797 68" 8902'.wJ 11 730 95 '12 " ;~;;::113021;!.~ 17159
3'/2 " &-0;;;;103: ,":'; 143 36" :3679 4896 68'12" 8985 11839 96" 13084,:; 17242
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5 ~},i7:::tJ:(;t5iH~~(': 247 37'12 " :t¡;.ß906·,;: 5194 70 12162 97'/," "?; 17486
5'12 " 286 38" ;'i'i'3983J.~{~· 5294 70'/, " :®93,\-'3 12269 98" 1 7566
6" .r. 326 38 'I, " .~:¡J059~.11! 5395 71' .:£,,9, 12377 ~8 '12 1 7645
6'12 " O':tt2 369 39" I~= 5496 71';2 " ,'fk-9~ 12484 99" ~f~ ' 1 7723
7" 413 39'/2 " 5598 72" '-.:...·9 12590 99 'I, " (:)¡t>~. 17800
7 '12 " 459 40" 292:::-\i-,.! 5700 72'/, " ::'~;96.40tt~ 12697 100" 558¡ 17877
8" 507 40 'I, " 370~~ 5802 73" ;"þ'j.9724:1~ 12803 100 'Iz" > 6~'" 17952
8'12 " 556 41 " ;. .~ '48-i$f 5905 73'/, " :~~802~ 12909 101' 18026
9 bur 41'12 " ~4521~~, 6008 74' .':~' 9882 (;>.1:£ 13015 101'/, " 18100
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r.
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11 " !j,¡'t60Sz1:\i, 824 43'/, " :~4844 6424 76" ·10202" 13435 103'/, " .' t3933;~(,~' 18383
,I 11'12 " ~64~¡:" 882 44" :';4924 6528 76'/2 " 10282 13539 104" :c1;3984)~ 18451
12" .:"-"~692~-;-~~ , 942 44'/, " .' ~':5004 6633 77" ! 10361"( 13643 104'/2 "' ··t4033;~, 18518
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13'12"' . t£.83Œ"':'"'' 1127 46" 5246 6950 78Y, " .;~ 1 0597 .. 1 3953 106" 14-176:;'- 18713
14" "878' 1191 46 :'2 .. I 5328 7056 79" , - ., 106~5 14056 ',O6',~ "' 14222 18775
,
14 '/2 ~ 927. . 12S6 l~" 5409 7163 79'/2 " 107:52 14158 1(".'r , 14267 18836
. :
is'' ·:.97&," .' 1323 4 7 ~..'; .. 5490 7269 80" 10830 14259 107'. ;, 14311 18896
15'12 .. 'è:102T- 1390 ';\(1" , 5572 7376 80'/2" , ",10907 14361 lGS" 14354 18955
16" .::'1'.0'78 ' 1459 48 '/2 " 5654 7483 81" ::'10984 14462 108'/2 14395 " 19012
16'/2 .. .:, ''1'1 31''-0'" 1529 19 5736 7591 81'/2 " ;"11 060 14562 109' 14436":: 19068
17'" 1184 1600 49'/2 ., 5818 7698 82" 11136 14662 109'/2 .. 14476<: 19123
17'12" 1238 1672 50" .' 5901 ' 7806 82'/," 11212 14762 110" 14514-·"<; 191 76
18" 1292 1744 50 '.;' 5983 7914 83" 11287 14861 110'/, " 14551 "" 19227
18'12 .. -4:348· 1818 51 " 6066 8022 83'/2" ... 11 362 14960 111"' 14587 "'9 19277
19"' ·,··';14U4;· .' 1893 511/2 "' .6148 8130 84" 11 436· " 15058 111'/2 " 14622"; 19326
19'/, "' ·;:~1461.ó..: 1969 52"' 6231 8238 84'12 " 11510 15156 112" 14656'¡:¿; 19373
20" "'10.':1519"'" 2045 52 '/2" 6314 8347 85" 11584 15253 112'/, " ; 14688' .\'. 19418
20'/2" .;:~~15n:::;:i: 2123 53" , ·6397 8456 35'12" 11657,.·;;' ; 15350 113" '.1'4:719;.;;;. 19461
21 " ,/,;~t636r,'~,' 2201 53'/2 " 6481 8564 86" 11.730 15446 113'/2 " .t4148;;~ 19503
21'/2 " ,1696..,,; 2281 54" '6564.; 8673 86 LL __ 1180;3 " 1SS4? 11 <1" ...N776lA~ 19543
22" ,,0,:: "r,756:"/,': 2361 54'/2 " ',~.664T;/ 8782 87" l.n87S,:,:... 15637 114'/, " ·:'J¡~80~ 19581
22'/, ., œ"~ 2442 55" · ;;:t6731 /..: 8891 87'/2 . 1"9464; 15732 115" . :¡:~t4828{f;.!J! 19616
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23'/, " ~:1';'f 2607 56" ; ç:,6898~:-:.- 9110 88'12 " 12088 '.'Ji.' 15919 116" '. 19681
24" h:"r\W~e 2690 56'/2 " · ',,6982 \' 9219 89" .12158:; 16012 116 'I, " ",14891: 19710
24 '/2 ., fi~~i 2774 57" .,7065 ;. . 9328 89'/2 .. 12228'- 16104 117" "1'4909. .~;, 19736
25' 2859 .S7'/2 " 71.49 9438 90" 12297 16196 117'/2 " 14923:.;~ 19759
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26" . 3'\,."':¡ 3032 58'/2 " \fQ31r;::':i 9657 91 " 12424' ) 16377 118 '12 " 14944'.)':, 19794
26'/," ;',~232 3119 59" ':'; ;q 400. ."¿ 9766 91 '/,:' 12501..' 16467 119" 14947"\;,!i 19804
27" ~'iì\it2ß9 3207 59'/2 " :);+.;1484 ..:.~,' 9876 92" "12568": 1 6556 119'/2 " _. ~:/'~;0~~~;{~~ 19807
27'12 " ;~\~2463:'.~ß 3296 60" :·'.~7568"~; 9985 92'/2 " '12635' ;. 16644 - ,:~;,~?<./~~.x;
28" ;;:'i;'253¡~lj~ 3385 60'/, ,·.:M7.65 L."'ii 10095
28'/," :~12599i',\' 3475 61" '7735. 10204
29" ';"2668'''' 3566 61 'I, " 7819 10314
29'/2" I 3657 62" 7903 10423
30' 3749 62'12 " 7986 10532
30 '/, . . ..7~;;';'$ 3841 63" 8070 10642
31' 3934 63'/2" 8153 10751
31 'I, 4028 64" '.<.8237,;,;:;' 10860
32· 4122 64'/2 " · ')'8320 è",',¡ 10970
32 '12 . , ' ',:þ:'" 4217 65" '1~~8404:i\4i 11079
",.1:62;f;r,;¡
·Calibrations for 0-3 tanks are for measurements taken between center of tank and either end ribs
..,
.'
GARY J. WICKS
Agency Director
(805) 861·3502
STEVE McCALLEY
DI,ector
RESOURCE
2700 M Street. Suite 300
Baker.lleld. CA 93301
T":,,phone (805) 861-3636
Telecopler (805) 861-3429
AGENCY
May 4, 1990
Ralph Huey
City of Bakersfield Hazardous Materials Division
2130 "G" Street
Bakersfield, CA 93301
SUBJECT: Location
Known As
Permit *
4101 Truxtun Avenue, Bakersfield, CA
City Corporation Yard
180008
Dear Mr. Huey:
This letter confirms the completion of site investigation and remedial action at
the above site. With the provision that the information provided to this agency
was accurate and representative of existing conditions, it is the position of this
office that no further action is required at this time.
Please be advised that this letter does not relieve you of any liability under the
Ca 1 Horn i a Health and Safety Code or Water Code for past, present, or future
operations at the site. Nor does it relieve you of the responsibility to clean up
existing, additional, or previously unidentified conditions at the site which cause
or threaten to cause pollution or nuisance or otherwise pose a threat to water
quality or public health.
Additionally, be advised that changes in t~e present or.proposed use of the site
may requ ire further site characteri zat i on and mit i gat i on act i vi ty. It is the
property owner's responsibility to notify this agency of any changes in report
content, future contamination findings, or site usage.
If you have any questions regarding this matter, please contact Dolores Gough at
(805) 86 -3636.
ris Burger, R.E.H.S.
Program Manager
Environmental Health Services Department
CB:DG:cas
cc: Groundwater Resources Inc.
Central Vel ley Regional Water Quality Control Board
\ 180008. c It
~
.-
(.
GARY J. WICKS
Agency Director
(805) 861·3502
STEVE McCALLEY
Director
DEPART
2700 M Street. Suite 300
Bakersfield. CA 93301
Telephone (805) 861-3636
Telecopler (805) 861·3429
RESOURCE
-.E NT
AGENCY
~~~~~..J'.Ao:' .."
March 5, 1990
Mr. Ralph Huey
Hazardous Materials Division
City of Bakersfield
2130 11611 Street
Bakersfield, CA 93301
."
"
.:-
SUBJECT:
Underground Tank Site Characterization Report,
City of Bakersfield Corporation Yard,
4101 Truxtun Avenue, Bakersfield, CA
Permit No.: 180008
Dear Mr. Huey:
We have reviewed the site characterization report prepared by Groundwater
Resources, Inc. (GRI) for the subject site. The report indicated the presence of
an oil stained soil (6253 ppm TPH) at 3 feet to 5 feet below grade in boring 8-4
by the east tank site. All other soil samples collected and analyzed had petroleum
hydrocarbon concentration levels of less than 50 ppm.
Groundwater Resources, Inc. presented the following alternatives to remediate this
site:
1. No Action: The site wi 11 be capped wi th concrete or asphalt. Th is
alternative was recommended by GRI.
2. Excavation and Bioremediation: The oil stained soil noted in boring
B-4 will be excavated and treated on site.
3. Excavation and Disposal: The oil stained soil noted on boring B-4
will be excavated and disposed to a licensed TSD facility.
Based on current regulatory requi rements , this Department approves of the "no
action" alternative to mitigate the contamination at this site.
·
-
Ralph Huey .
March 5, 1990
Page 2
Should the "no action" alternative be chosen, please notify this office when the
capping of the site has been completed.
If you have any questions regarding this matter, please call me at (805) 861-3636.
Sincerely,
Vo I bY~ Go I.I--ß h
Dolores Gough
Hazardous Materials Specialist
Hazardous Materials Management Program
DG:cd
cc: Rex Young, Groundwater Resources, Inc.
dolores\huey2.let
.-~-
.'-
DEPART
c,
2700 M Street. Suite 300
Bakersfield. CA 93301
Telephone (805) 861-3636
Telecopler (805) 861-3429
GARY J. WICKS
Agency Director
(805) 861·3502
STEVE McCALLEY
Dlrecto,
RESOURCE
. EN T
AGENC'(
. .. 4 . 4 ~... ¡~,¡; ¡. ¡.
November 17, 1989
Mr. Ralph Huey
City of Bakersfield Hazardous Materials Division
2130 "G" Street
Bakersfield, CA 93301
Subject:
Underground Tank Site Characterization
City of Bakersfield Corporation Yard
4101 Truxtun Ave., Bakersfield, CA
Permit #: 180008
Dear Mr. Huey:
The site characterization workplan prepared by Groundwater Resources Inc.
(GRI) for the subject site has been reviewed by this Department. GRI has
satisfactorily responded to our questions regarding the soil boring locations and
the laboratory that will perform the analysis. Accordingly, approval of the
workplan is granted. Should the full extent of contamination not adequately
defined by this phase of the investigation, an addendum to this workplan must
be submitted to this Department for approval.
Please notify this office 48 hours prior to implementation of the workplan.
After all samples have been retrieved and analyzed, a report describing the full
extent of contamination must be submitted to this office within 30 days. This
report must also discuss the remediation alternatives appropriate for this site per
Kern County Handbook UT-35 guidelines.
If you should have any questions regarding this matter, please call me at
(805) 861-3636.
Sincerely,
'Do I oY'- Go ~
Dolores Gough
Hazardous Materials Specialist
Hazardous Materials Management Program
DG:cd
cc: Rex Young, GRI
dolores\huey.let
~
groundwater resources inc.
WJì'
,~\.'
,ßú
*q.
5400 ALDRIN CT.
KERSF/ELD, CALIFORNIA 93313
General Engineering Contractor
I lass NHaz License No. 520768
~;
November 7 , 1989
Ms. Amy Green
Kern County Environmental
Health Department
2700 M Street, Suite 300
Bakersfield, California 93301
Re: Assessment Workplan
City of Bakersfield-Corporation Yard
4101 Truxtun Avenue
Bakersfield, California
Dear Ms. Green,
On April 17, 1989, two 500 gallon underground waste oil tanks were
removed from the City of Bakersfield-Corporation Yard at 4101
Truxtun Avenue (Plate 1 & 2). The tanks were used exclusively for
waste oil storage and were in service since 1975. Soil samples
collected at the time of removal were reported as having Oil and
Grease concentrations of 2964 ppm and 366 ppm for the East tank at
two and six feet below the tank. The West tank was reported as
having concentrations of 60 ppm and 86 ppm for Oil and Grease at
two and six feet below the tank.
Groundwater Resources, Inc. (GRI) has been retained to assess the
vertical and horizontal extent of the hydrocarbon plume. The
following is a work plan for the site assessment.
GRI will investigate the site with borings located so as to
determine the maximum vertical and lateral extent of the
hydrocarbon plume. A total of six borings will be drilled at the
site. A boring will be placed near the center of each former tank
location to assess the vertical depth of a hydrocarbon plume. Two
additional borings at each tank location will be drilled to assist
in defining the horizontal extent of a hydrocarbon plume. Further
drilling will be implemented if the limit of the plume(s) cannot
be defined by the six borings originally proposed. The two borings
at the tank centers will be advanced to 40 feet or 10 feet past the
last detected contamination, which ever is greater. The four
borings placed to define the horizontal limit of the plume will be
advanced to a depth 10 feet past the last detected contamination.
No groundwater is anticipated since the most recent Kern Water
Agency Report shows first unconfined water to be approximately 125
feet below the surface. The Bakersfield Sheet of the Geologic Map
of California, 1965, shows the soil around the Downtown Bakersfield
MAILING ADDRESS: P.O. BOX 9383, BAKERSFIELD, CA 93389
LOS ANGELES (213) 724-3 J 47
(805) 835-7700
Ms. Amy Green _.
Kern County Environmental
Health Department
November ·7, 1989
Page Two
--=. -
area to be derived from recent alluvial fan sediments deposited
from the Kern River. Layered beds of mixtures of clay, silt and
fine grained sand are anticipated below the surface soil horizon.
The hydrocarbon plume is expected to be fairly symmetrical and is
anticipated not to spread very much horizontally unless beds of
impermeable clay underlie the site.
The borings will be made with hollow-stemmed auger equipment and
undisturbed samples will be obtained using a California Split-Spoon
Sampler. Samples will be taken at five-foot depth intervals, and
at significant lithologic changes. An HNu photoionization meter
will be used to screen the soil and make field determinations of
the levels of hydrocarbon contamination. During the boring
operations, a GRI geologist will describe and log the samples and
seal them in brass core-sleeves with teflon-lined plastic caps.
They will be labeled and chilled immediately and then transported
at four degrees Ce 1 s i us under a chain of custody to a state
certified laboratory for analysis. All samples will be analyzed
using EPA Method 413.2 or 418.1 plus analysis for Lead using EPA
Method 7420. All contaminated drill cuttings will be drummed on
site until laboratory results are complete. The soil borings will
be abandoned following procedures requi red by the Kern County
Environmental Health Department.
~/Ji0
While conducting the borings, the personnel on site will be
equipped with a Draeger PA-80 Air Pack, Gastech 0-11 Vaportester
or equivalent, a photoionization meter, fire extinguishers and any
additional equipment required for health and safety considerations.
All GRI personnel have received Health and Safety Training per OSHA
29CFR1910.120, including supervisory training.
After the borings are completed and samples analyzed, a report will
be prepared for your office with all results, logs, laboratory
analyses, definition of the contamination and recommendations for
remedial action, as required.
If you have any questions or require further information, please
phone me at the GRI office, (805) 835-7700.
Very truly yours,
~~ut~/
State Registered Geologist #720
TCR:tab:039.rep
Encl: Location Map
Plot Plan
cc: Mr. 8a1ph Huey - City of Bakersfield
~~ .-
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CITY OF BAKERSFIELD
CORPORA TION V ARD
4101 TRUXTON AVE
PL.1ft
groundwater resources, 1nc.
WJI'
nvlronmentaJ/geotechnlca1 servfces
Project Number: 78029
11-7-89
LOCA TION MAP
1
----- - -~ ~
..r ..-
..~-
Truxtun Avenue
,
entrance
C1ty Corporat1on yard
+
~
.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
.......................................................................................................................
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:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
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.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~::::
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. former lœstion·of
500 gat10n
wæte 011 tank
................................
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................
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former lœst10n of
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wæte oil tank
J L J2 11 U 1\ D ¡ L L_'. .,,
G-~ r---<...t - .¿ ;(. 11J'~ VV'~ t.-~ ç. -~/,-
. - Proposed Boring
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groundwater resources~ 1nc.
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envfronmentaJ/geotechnfca1 serv1ces
Project Number: 18029 I 11-7-89
CITY OF BAKERSFIELD
CORPORATION YARD
4101 TRUXTON AYE
PLAtz
PLOT PLAN
2
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Tanks· b Date q\:,- \ ~
~
Date
Date
/
/"
/
/
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.-
(-
\
FILE CONTENTS INVENTORY
Facility ~-h..J ~v-~~vð~~ I:
Permit to Aban~n ,~-~L1~C\ of
Permit to Construct' ~
~ernd l to Operate , / P'ð òQ,? ~
rPplicntion to Abandon -2 Tank(s)
Application to Construct
Application to Operate
Amenùed Permit Conditions
Annual Report Forms
Tank Sheets
(
A-j-/7-P't
Plot Plans
Copy of Written Contract Between Owner & Operator
Inspection Reports
iCorrespondence - Received
Correspondence - Mailed
Unauthorized Release Reports
Abanùonment/Closure Reports
Sampling/Lab Reports ~-\ \-4-Q
MVF Comp 1 lance Check (New Cons t ruc ti on Check Ii s t) .
STD Compliance Check (New Construction Checklist)
MVF Plan Check (New Construction)
STD Plan Check (New Construction)
MVF Plan Check (Existing Facility)
STD Plan Check (Existing Facility)
"Incomplete Application" Form
Permit Application Checklist
Permit Instructions Discarded
Tightness Test Results
Date
Date
Date
Date
Date
Date
Date
Date
Date
Dale
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Monitoring Well Construction Data/Permits.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Date
Date
Date
- - - - - - - -
Environmental Sensitivity Data:
Groundwater Drilling. Boring Logs
Location of Water Wells
Statement of Underground Conduits
Plot Plan Featuring All Environmentally Sensitive Dntb
Photos CÑ:ty:.'iI::~ Drawing. LOC. ation:
Miscellaneous ~~~ ;~~ .~ ~Q'Q~
....)
/
/
-C-' COUNTY OF ]Œ~'-/
Environmental Health Services nepartment
2700 "M" Street, Suite 300
Bakersfield, CA 93301
(805) 861-3636
(805) 861-3429 Fax Number
Ralph Huey
Hazardous Materials Division
2130 "G" Street
Bakersfield, California 93301
SUBJECT: Location 4101 Truxtun Avenue. Bakersfield. CA 93301
Known As City Corporation Yard
PERMIT # 180008
Dear Mr. Huey:
The intent of this letter is to infonn you of the necessary deadlines for work
required at the property described above. As a responsible party for a leaking
underground storage tank, you have previously received a letter from this Department
notifying you of the required work necessary to identify the extent of the contamination.
We are now requesting that this work, outlined in UT35, be done in a timely manner.
In accordance with California Health and Safety Code Chapter 6.7 and Kern County
Ordinance Code Chapter 8.48, the Kern County Environmental Health Services
Department requires a determination of the threat to the environment. Accordingly, you
must select an environmental contractor and submit a site characterization workplan
proposal to this office within 30 days from the date of this letter. The workplan must be
approved by this Department before any work is started.
If you should have any questions regarding this matter, please immediately contact
me at (805) 861-3636.
Sincerely,
1)O/ðY'b Go~
Dolores Gough
Hazardous Materials Specialist
Hazardous ~aterials Management Program
DG:cas
\Huey.1et\6-29-21
It (_'
UNDERGROUND STORAGE TANK UNAUTHORIZED RElEASE.(LEAK) I CONTAMINATION SITE REPORT
EMERGENCY
DYES ~ NO
HAS STATE OFFICE OF EMERGENCY SERVICES
REPORT BEEN FILED? 0 rV"1
YES !OJ NO
CASE'
~
a
~
a:
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a:
o OWNERIOPERATOR
LOCAL AGENCY 0 OTHER
ADDRESS :2.1 (j1)
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REPRESENTING
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ST. I sŒ ?,()1)
STREET
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2<
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a:
NAME
c,lT'I () ¡;. ~AK.Ð<$P I e:LD
ADDRESS 2/ '3C I G II sr
I STREET
FACiliTY NAME (IF APPliCABLE)
e,ITY CORP. ¥A-RD
n 4-1 () I Tl?U 'K'TUN
D UNKNOWN
Z
Q
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~
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f9RLOC~LAGENC'fUSEONL.Y....
li'lERE8VCEflTllJrHAT.I~ADeSIGNATEOC30Ve¡¡NMENfEMptQYEEANötH¡\tIKÄVë'
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PHONE
(&br) 9&1-~:;
COMPANY OR AGENCY NAME
KeeN V. f/6lI L;n-l
BAI<Ð<.>FI €LD
q-331J /
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CITY
CONTACT PERSON
RALPH Hv I3Ý
BÆK ë:£5P¡ Ð-D
STATE
PHONE
ZIP
(
-04
)
tf3JiJ I
CITY
ZIP
OPERATOR
PHONE
ADDRESS
~e, BAKÐ29FI€W
(;)
):»¡J,
CROSS STREET
STREET CITY
COMMERCIAL 0 INDUSTRIAL D RURAL
o RESIDENTIAL D OTHER
AGENCY NAME CONTACT PERSON
. COUNTY
TYPE OF BUSINESS D RETAILFUELSTATlON
o FARM ~ OTHER
PHONE
OAK.
~II)
I-UJ
Z-
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~Si
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LOCAL AGENCY
I- DATE DISCOVERED
Z
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~ 0 01
i DATE DISCHARGE BEGAN
):
ffi M MOO
§ HAS DISCHARGE BEEN STOPPED?
õ DYES æ NO IFYES,DATE
UJ . SOURCE OF DISCHARGE
II)
ð 0 TANK LEAK ~ UNKNOWN
~ D PIPING LEAK
:J
g D OTHER
UJ UJ I CHECK ONE ONLY
3 ~ UNDETERMINED 0 SOIL ONLY
ECK ONF ONLY
Jlǡ SITE INVESTIGATION IN PROGRESS (DEFINING EXTENT OF PROBLEM) 0 CLEANUP IN PROGRESS D SIGNED OFF (CLEANUP COMPLETED OR UNNECESSARY)
b NO ACTION TAKEN 0 POST CLEANUP MONITORING IN PROGRESS 0 NO FUNDS AVAILABLE TO PROCEED 0 EVALUATING CLEANUP ALTERNATIVES
CHECK APPROPRIATE ACTION(S) (SEE BACK FOR DETAILS)
D CAP SITE (CD) 0 EXCAVATE & DISPOSE (ED)
o CONTAINMENTBARRIER(CB) D EXCAVATE&TREAT(ET)
D TREATMENT AT HOOKUP (HU) 0 NOACTIONREOUIRED(NA)
¡(ERN co u ¡J 7Y f3V v. Hell L T1-J
REGIONAL BOARD
(1)
NAME
II)
~fiJ
~~
I- 0 (2)
g¡~
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II) I
o TANK TEST
HOW DISCOVERED
o
tXJ
UNKNOWN
o ~ 0 3 g q
MI Mt 01 o! vi y
TANKS ONlYiCAPACITY
5VO
AGE
o
UNKNOWN
D GROUNDWATER
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TXJLO¡ees Go"Gf/
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PHONE
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(
QUANTITY LOST (GALLONS)
o UNKNOWN
o UNKNOWN
INVENTORY CONTROL 0 SUBS~RFACE MONITORING 0 NUISANCE CONDITIONS
TANK REMOVAL 0 OTHER
METHOD USED TO STOP DISCHARGE (CHECK ALL THAT APPLY)
~ REMOVE CONTENTS 0 REPLACE TANK D CLOSE TANK
o REPAIR TANK D REPAIR PIPIN~ D CHANGE PROCEDURE
fj(J OTHER 'Rf}J{)ue- 71tN ¡:..
MATERIAL CAUSE(S)
o FIBERGLASS 0 OVERFilL
~ STEEL 0 CORROSION
o OTHER 0 SPIll. 0 OTHER
GAL
o RUPTUREiFAILURE
~ UNKNOWN
YRS
o
DRINKING WATER - (CHECK ONLY IF WATER WELLS HAVE ACTUALLY BEEN AFFECTED)
o
~
REMOVE FREE PRODUCT (FP) 0 ENHANCED BIO DEGRADATION (IT)
PUMP & TREAT GROUNDWATER (GT) 0 REPLACE SUPPLY (RS)
OTHER(OT) SDUR(;€.. !Z{Ç;'M{JIJeþ
HSC OS(4Al71
2700 "M" Sired, Suite 300
Bakusfleld, CA 93301 .
(105) ~1-3636 .
(105) ~1-3429 Fa Number
" COUNTY OF KERN r P 131 452 097 ~
- ..... . ironmental Health Services De~~,._, RECE¡PT FOR éER~~~Dc MAIL
'.0 I',SURANŒ CO~E¡:P.Gc ~'P,OVIO"D .
~~OT ::[jQ 'HE¡:;>NAP '~AL "tAil
, :::.: .-",\ - - - -- -~
I
~S:)ecal Oeltve!'"y Fee
;.\
SUBJECT:
Location: 4101 T~uxtun Ave.
Bakersfield. CA 93301
o
g
C')
E
o
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en
Cl.
, ~.t'5¡í-t:~eQ ....:¿,I'.~. . \
Return ?eeelOt snowing d '"
\~ wnom ana Date Dellvere
Return ReceIpt showing to wnom.
Date. and Aadress 01 Delivery
TOT AL postage ano Fees S
postmark or Dale
t-!J-?Cf
-f\l ;::ëe
June 13. 1989
\I>
co
'"
-
M~. Ralph Huey
City of Bakersfield Hazardous Materials Division
2130 "G" St~eet
Bakersfield, CA 93301
o
::
;:
~
Known As: City Corpo~ation Ya~d
PERMIT #: 180008
Dea~ M~, Ralph Huey:
This letter is an official notice to info~m you that the property described
above has been determined by Kern County Environmental Health to be the site of
an unauthorized release of hazardous materials from an underground storage tank.
This notice is sent to you because our records indicate that you are a
responsible party for this property.
As a responsible party. you must provide for all studies and work relating
to the above described property and the cost for oversight of these activities.
California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code
Chapter 8.48 require a determination of the threat to the environment as a result
of this release, THE RESPONSIBLE PARTY SHALL. ON A TIMELY BASIS. DEVELOP A SITE
CHARACTERIZATION. FEASIBILITY STUDY AND REMEDIAL ACTION PLAN FOR KERN COUNTY
ENVIRONMENTAL HEALTH'S REVIEW AND APPROVAL BEFORE THE WORK IS INITIATED.
Enclosed you will find attachment "A", Handbook UT-35. which states the minimum
required site workplan activities. the necessary requirements for selecting
environmental contractors qualified to perform this work. a glossary of terms.
example illustrations, and a section discussing the answers to commonly asked
questions.
According to the criteria listed below and in Attachment ItCH, your site
has been designated as environmentally sensitive. All environmentally sensitive
sites are automatically enrolled into a State contract program for recovery of
oversight costs. The environmental sensitivity criteria for sites are as follows:
1. Highest historic ground water is wi thin 100 feet of
ground surface. or
e'
e/~
2. Nearest surface water in unlined conveyance is within
75 feet of tank(s), or
3. Nearest agricultural or domestic water well is within
75 feet of tanks(s), or
4. Facility is located in a designated aquifer recharge
area, or
5. Permitting Authority determines possible adverse
environmental impact due to facility proximity to unique
wildlife habitat areas.
. The cost incurred by Kern County Environmental Health for the oversight
of the work for the site characterization. feasibility study. remediation action
plan, site remediation, and ongoing monitoring is not covered by any fees or
permi ts. These costs will be recovered by Kern County Environmental Health
under the terms of .the State contract described below. This contract ONLY
pertains to costs associated with oversight.
,.
'0
STATE CONTRACT
The State Leaking Underground Storage Tank Pilot Program provides
a mechanism for the State to reimburse the County for County
oversight. The County will conduct the necessary oversight and bill
the State Water Resources Control Board under this State contract.
The State will then charge you, a responsible party for both the
costs incurred by the County and the State pertaining to your site.
Accordingly, Attachment "D", the will serve as the official notification of
enrollment into the State Contract.
If you should have any questions regarding this matter, please contact
John Nilon, contract manager, at (805) 861-3636.
Sincerely,
Gary Wicks
Director, Resource Management Agency
attachments
_~ . COUNTY OF ~~.,
. ~Vlronmental Health Semces De~. ,:ment
2700 "M" Sine&. Suite 300
BaJœI'S1leld, CA 93301
(805) 861·3636 .
(805) 861·3419 Fa: Number
ATTACHMENT "n"
June 13. 1989
Mr. Ralph Huey
City of Bakersfield Hazardous Materials Division
2130 "a" Street
Bakersfield. CA 93301
.'
SUBJECT:
Location: 4101 Truxtun Ave.
Bakersfield. CA 93301
Known As: City Corporation Yard
PERMIT #: 180008
Dear Mr. Ralph Huey:
This letter will serve as the official notification concerning reimbursement
requirements for a responsible party enrolled in the State Leaking Underground Storage Tank
Pilot Program. As mentioned in the introductory letter. by either not responding to this
package within ten (10) calendar days or through your own selection of the State Contract
option. your site will be placed under the terms explained below:
Whereas the. Legislature has appropriated funds from the California Hazardous Substance
Clean-up Fund to pay the local and state agency administrative and oversight costs
associated with the cleanup of releases from underground storage tanks; and Whereas
the direct and indirect costs of overseeing removal or remedial action at the above
site are funded. in whole or in part. from the Hazardous Substance Cleanup Fund: and
Whereas the above individual(s) or entity(ies) have been identified as the party or
parties responsible for investigation and cleanup of the above site; YOU ARE HEREBY
NOTIFIED that pursuant to Section 25360 of the Health and Safety code. the Above
Responsible Party or Parties shall reimburse the State Water Resources Control Board
for all direct and indirect costs incurred by any and all state and local agencies
while overseeing the cleanup of the above underground storage tank site. and the above
Responsible Party or Parties shall make full payment of such costs within 30 days of
receipt of a detailed invoice from the State Water Resources Control Board.
If you should have any questions regarding this matter. please contact John Nilan.
contract manager. at (805) 861-3636.
Sincerely,
Gary Wicks
Director. Resource Management Agency
attachments
..
ce--. COUNTY OF JillR(.·
"
~
Environmental Health Services Department
2700 "M" Street; Suite 300
Bakersfield, CA 93301 '
(805) 861-3636
(805) 861-3429 Fax Number
::.:
.,
PERMIT FOR PERMANENT CLOSURE
PERMIT NUMBER A913-1S'
SUBSTANCES STORAGE FACILITY
'.""':.,.:;1"
, A,\
. .rr'J·)
..
~
.... '.j:
,J.
OF UNDERGROUND HAZARDOUS
"
.r; .
,'-..
FACILITY NAME/ADDRESS:
. OWNER ( S) ,NAME/ADDRESS:
City Corporation Yard
4101 Truxtun Avenue
Bakersfield, CA
.'
City of Bakersfield
1501 Truxtun Avenue,
'Bakersfield, CA ~93301
R.L.W.Equlpment Co.
, ,>2080 So. -:,UnionAvenue
'::"::Bakersfield;~7tCA ·5/~·93307
. . .'>~ ,<~\~~.~\:,~:'~, :a)::'
. .-
License #294074
". '.
Phone: (805)326-3724
Phone: (805) 834-1100
"~~~ f·? .::~, .
PERMIT FOR CLOSURE OF
PERMIT EXPIRES
July 24, 1989
~ TANK ( S) AT ABOVE
LOCATION
APPROVAL DATE
APPROVED BY
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POST ON PREMISES. . . . . . . . . . . . . . . . . . . . . . . . G . .
CONDITIONS AS FOLLOWS:
1. A copy of this permi t has been provided to the Kern County Fire Department.
Permittee must notilY the Kern County Environmental Health Department at
(805) 861-3636 two working days prig~ to tank (removal) or inerting and
filling) to arrange for required inspections(s).
2. Permittee must obtain a City Fire Department permit ~rior to initiating
closure action.
3. Tank closure activi ties must be per Kern County Environmental Heal tlr
Department and Fire Department approved methods as described in Handbook
#UT-30.
,.,
(e-'
, '
~.
~~
. ,
. -.'
PERMIT FOR PERMANENT CLOSURE
OF UNDERGROUND HAZARDOUS
SUBSTANCES STORAGE FACILITY
PERMIT NUMBER A913-18
ADDENDUM
4.
5.
6.
7.
8.
9.
.':".,
" . ~
., -, )'.
Soil Sampling,.,
Any deviation from sample locations and numbers or constituents to be
sampled for which are described below and in Handbook #UT-30 must receive
prior' approval by the Environmental Heal th Department. " ,
a. ,,;~ (Tank size 1,000 gallons or less) - a minimum of two samples must be
,7>'" retrieved beneath the center of thé tank at depths of approximately
two feet and six feet ..,"
If any contractors or disposal facilities other than those listed on permi t
and permi t application are to be utilized, prior, appr.oval must;:þe granted
,by the specialist listed on the permi t .~,,: '~?': .-,,: ':··."~,,:·::)\\k·'" <'::",.
Soil Sampling (piping area)
a minimum of two samples must be retrieved at depths of approximately two
feet and six feet for every 15 linear feet of pipe run and also near the
dispenser area(s). '
Sample analysis
a. All waste oil samples must be analyzed for total organic halides, oil
and grease, and lead.
Copies of transportation manifests must be submitted to the Kern County
Environmental Health Department within five days of waste disposal.
All applicable state
or treatment must be
Department must be
contaminated soil.
laws for hazardous waste disposal, transportation,
adhered to. The Kern County Environmental Health
notified before moving and/or disposing of any
10. Permittee is responsible for making sure that "tank disposition tracking
record II issued with this permit 1s properly filled out and returned within
14 days of tank removal.
11. Advise this office of the time and date of the proposed samp~ing with 24
hours advance notice.
12. Results must be submitted to this office within three days of analysis.
completion.
DATE ~
ACCEPTED BY:
DS:cas
\A913-18
4-21-04
J
,.
(e' COUNTY OF IŒm-
.,;
Environmental Health Services Department
2700 ''M" Streea; Suite 300
Bakersfield, CA 93301
(805) 861.3636
(805) 861 ·3429 Fax Number
,.'
PERMIT FOR PERMANENT CLOSURE
PERMIT NUMBER A913-18
OF UNDERGROUND HAZARDOUS
-. ;l. '". > - ~
, .
-'.;
SUBSTANCES STORAGE FACILITY
""". .,..)1'
.~,.~~:.
I('/\~ -" .
FACILITY NAME/ADDRESS:
OWNER(S) NAME/ADDRESS:
.,.
. City Corporation Yard
4101 Truxtun Avenue
Bakersfield, CA
City of Bakersfie¡d
1501 Truxtun Avenue ,.,
Bakersfield, CA ,93301
R.L.W.Equipment Co.
~;.·2080 So. ..UnionAvenue'
. .;:···Bakersf ield~~CA':'¡;'ë+'93307
",,;:: .. ,'.; .;. :~~::"f~i'~:':'\ ,; ,:; .'; ". .
..,'
License #294074
Phone: (805)326-3724
Phone: (805) 834-1100
PERMIT FOR CLOSURE OF
PERMIT EXPIRES
July 24, 1989
~ TANK(S) AT ABOVE
LOCATION
APPROVAL DATE
APPROVED BY
. . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . POST ON PREMISES...........................
CONDITIONS AS FOLLOWS:
1. A copy of this permi t has been provided to the Kern County Fire Department.
Permittee must notify the Kern County Environmental Health Department at
(805) 861-3636· two working daysQ!'Jor to tank (removal) or inerting and
filling) to arrange for required inspections(s).
2. Permittee must obtain a City Fire Department permit ~ior ~o initiating
closure action.
3. Tank closure activities must be per Kern County Environmental Heal tl1
Department and Fire Department approved methods as described in Handbook
#UT-30.
J
,,.
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PERMIT FOR PERMANENT CLOSURE
OF UNDERGROUND HAZARDOUS
SUBSTANCES STORAGE FACILITY
... . .-,
<.
PERMIT NUMBER A913-18
ADDENDUM
4. Soil Sampling
Any deviation from sample locations and numbers or constituents to be
sampled for which are described below and in Handbook #UT-30 must receive
prior approval by the Environmental Heal th Department:. .~. '.\:.-J::......,..~:¡..,. "
a. ? (Tank size 1,000 gallons or less) - a minimum of two samples ,must be
~~ retrieved beneath the center of t~e tank at depths pfapproximately
two feet and six feet. ' ":':'<>'<:'~"~\:~;',Š~~;;~~~,> ::-
~'. .^' ~.,
5. If any contractors or disposal facilities other than those listed on permi t
and permit application are to be utilized, prior approval must be granted
by the specialist listed on the permit. ", :' ,:....,:.'::y':~0,::?~;t?yf~/i1\·~./- '
6. Soil Sampling (piping area)
a minimum of two samples must be retrieved at depths of approximately two
feet and six feet for every 15 linear feet of pipe run and also near the
dispenser area(s). .'
7. Sample analysis
a. All waste oil samples must be analyzed for total organic halides, oil
and grease, and lead.
8. Copies of transportation manifests must be submitted to the Kern County
Environmental Health Department within five days of waste disposal.
9.
All applicable state
or treatment must be
Department must be
contaminated soil.
laws for hazardous waste disposal, transportation,
adhered to. The Kern County Environmental Health
notified before moving and/or disposing of any
10. Permittee is responsible for making sure that "tank disposition tracking
record" issued with this permit is properly filled out and returned within
14 days of tank removal.
11. Advise this office of the time and date of the proposed sampling with 24
hours advance notice.
12. Results must be submitted to this office within three days of analysis f
completion.
ç ,
ACCEPTED BY, ~
DS:cas
\A913-18
4-21-04
{~
DATE
e(
COUNTY OF KE# (
.'
Environmental Health Services Department
2700 "M" Streel, Suite 300
Bakersfield, CA 93301
(805) 861-3636
(805) 861-3429 Fax Number
PERMIT HUMBER A913-18
PERMIT FOR PERMANENT CLOSURE
OF UNDERGROUND HAZARDOUS
SUBSTANCES STORAGE FACILITY
FACILITY NAME/ADDRESS:
OWNER ( S) NAME/ ADDRESS:
CONTRACTOR:
City Corporation Yard
4101 Truxtun Avenue
Bakersfield, CA
City of Bakersfield
1501 Truxtun Avenue
Bakersfield, CA 93301
R.L.W. Equipment Co.
2080 So. Union Avenue
Bakersfield, CA 93307
License #294074
Phone: (805)326-3724
Phone: (805) 834-1100
PERMIT FOR CLOSURE OF
PERMIT EXPIRES
July 24, 1989
~ TANK(S) AT ABOVE
APPROVAL DATE
LOCATION
APPROVED BY
. . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . POST ON PREMISES. . . . . . . . . . . . . . . . . . . . . . . . . . .
CONDITIONS AS FOLLOWS:
1. A copy of this permit has been provided to the Kern County Fire Department.
Permittee must notify the Kern County Environmental Health Department at
(805) 861-3636 two working days prior to tank (removal) or inerting anè
filling) to arrange for required inspections(s).
2. Permittee must obtain a City Fire Department permit prior to initiating
closure action.
3. Tank closure activities must be per Kern County Environmental Heal tl:
. Department and Fire Department approved methods as described in Handbook
#UT-30.
¡e
ce
PERMIT FOR PERMANENT CLOSURE
OF UNDERGROUND HAZARDOUS
SUBSTANCES STORAGE FACILITY
PERMIT NUMBER A913-18
ADDENDUM
4. Soil Sampling
Any deviation .from sample locations and numbers or constituents to be
sampled for which are described below and in Handbook #UT-30 must receive
prior approval by the Environmental Health Department.
a. ~ (Tank size 1,000 gallons or less) - a minimum of two samples must be
retrieved beneath the center of the tank at depths of approximately
two feet and six feet.
5. If any contractors or disposal facilities other than those listed on permi t
and permit application are to be utilized, prior approval must be granted
by the specialist listed on the permit.
6. Soil Sampling (p.iping area)
a minimum of two samples must be retrieved at depths of approximately two
feet and six feet for every 15 linear feet of pipe run and also near the
dispenser area(s).
7. Sample analysis
a. All waste oil samples must be analyzed for total organic halides, oil
and grease, and lead.
8. Copies of transportation manifests must be submitted to the .Kern County
Environmental Health Department within five days of waste disposal.
9.
All applicable state
or treatment must be
Department must be
contaminated soil.
laws for hazardous waste disposal, transportation,
adhered to. The Kern County Environmental Health
notified before moving and/or disposing of any
10. Permittee is responsible for making sure that "tank disposition tracking
record II issued with this permit is properly filled out and returned within
14 days of tank removal.
11. Advise this office of the time and date of the proposed sampling with 24
hours advance notice.
12. Results must be submitted to this office within three days of analysis
completion.
ACCEPTED BY:
DATE
DS:cas
\A9~3-1B
4-21-04
KERN COUNTY HEALTH DEPARJMENT
DIVISION OP. ENVIRONMENTAL HEALTH
1700 FLOWER STREET. BAKERSFIELD. CA 93305
/.
( .
(
/9'
1805) 881-3838
LENGTH OP PIPING TO ABANDON
ai
APPLXCATXON POR PERMXT POR PERMANENT
CLOSURE/ABANDONMENT OF UNDERGROUND
STORAGE PACXLXTY
THIS APPLICATION IS FOR
(PILL OUT Q!! APPLICATIOII PER FACILITY)
(RURAL LOCATIOIIS ONLY)
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PHOIII
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CHEMICAL COMPOSITIDH OP MATERIALS STORED
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PROVIDE .DRAWING OF p£~CAt~-i' OF FACILITY USING g:--' .:E"- I( BELeW.
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ALL OF THE FOUDWING INFORMATION MUST BE INCLUDED IN ORDER FOR APPLICATION TO BE
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PRCCESS: .'
-2L- TANK(S) , ~IPING & DISPENSER(S), INCLUDING LENGTHS AND DIMENSIONS
.. "I PROPOSED SAMPLING I.œATIONS DESIGNATED BY THIS .SYMBOL "®"
¡- NEAREST STREET OR INTERSECTION
~ ANY WATER WELlS OR SURFACE WATERS WITHIN 100' RADIUS. O~FACILITY .
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AGR/CUi TURE
LABORATORIES. Inc.
J, J. EGLIN; REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-491]
CHEMICAL ANAL YSIS
PETROLEUM
MCNABB CONSTRUCTION co
7808 OLCO'IT AVE
BAKERSFIELD, CA 93308
Attn.: . BRIAN MCNABB 872-4197
Date Reported: 05/11/89
Date Received: 05/04/89
Laboratory No.: 3364-3
Page 1
Sample Description:
CITY OF BAKERSFIELD:. CORP. YARD..IRUXTUN EXT. WEST WASTEOIL @ 2 I ,
5-4-89 SAMPLED BY: DAVID RITTENHOUSE
~AC¡I~-/B
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Lead
Method
Sample Results P.Q.L. Units Method Ref.
6.58 ../ 2.5 ng/kg 6010 1
G/ 20. ng/kg 9020 1
60.0 /' 20. ng/kg 413.1 2
_ Consti tuents
-TOX
Oil &: Grease
(See Last Page for Comments, Definitions, Regulatory Criteria, and References)
Constituents
Regulatory Criteria
STLC, mg/L 'ITLC, mg/kq
Lead
5.0
1000.
Comment: All constituents reported above are in ng/kg (unless otherwise stated) on
an as received (wet) sample basis. Resul ts reported represent totals
(TI'LC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
Tl'LC = Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2~~!fethDðs for "",Chemical Analysis of Water and Wastes", EPA-600, l4-79-{)20.
BY ¢:.:;,l: ~ 9C.¿~r./
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AGRICUl TURE
LABORATORIES. Inc.
J. J. EGLIN. REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CAUFORNIA 93308 PHONE 327-4911
CHEMICAL ANAL YSIS
PETROLEUM
MCNABB CONSTRUCTION CO
7808 OLCOTl' AVE
BAKERSFIELD, CA 93308
Attn.: BRIAN MCNABB 872-4197
Date Reported: . 05/11/89
Date Received: 05/04/89
Laboratory No.: 3364-4
Page 1
Sample Description: CITY OF BAKERSFIELD: CORP._YARD TRUXRUNuEX'l'. WEST WASTEOIL @ 6',
5-4-89 SAMPLED BY: DAVID RITTENHOUSE
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Lead
Method
Sample Results P.Q.L... Units Method Ref.
None Detected 2.5 Dg/kg 6010 1
~ :tected-=:> 20. Dg/kg 9020 1
.0/ 20. Dg/kg 413.1 2
. Consti tuents
TOX
Oil &: Grease
(See Last Page for Comments, Definitions, Regulatory Criteria, and References)
Constituents
Reaulatory Criteria
STLC, mq/L TTLC, mg/kg
Lead
5.0
1000.
All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet) sample basis. Resul ts reported represent totals
(TI'LC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practieal Quantitation Limit (refers to the least amount of analyte detectable
based on. sample size used and analytical technique employed.
N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
COITDJ1ent :
STLC = Soluble Threshold Limit Concentration
TI'LC = Total Threshold Limi t Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY /f- 9ti~
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ASRICUL TURf
LABORATORIES. Inc.
J. J. EGLIN; REG. tHEM. ENGR.
4100 PIERCE RD., BAKERSfiELD, CALIfORNIA 93308 PHONE 327-4911
CHEMICAL ANAL YSIS
PETROLEUM
M:NABB CONSTRUCTION co
7B08 OLCO'IT AVE
BAIŒRSFIELD, CA 9330B
Attn.: BRIAN MCNABB 872-4197
Date Reported: 05/11/B9
Date Received: 05/04/89
Laboratory No.: 3364-5
Page 1
Sample Description: CITY OF BAKERSFIELD:. .cORP ...,YARI). TRUXTUN. EXT. EAST WASTEOIL @ 2 r ,
5-4-89 SAMPLED BY: DAVID RITl'ENHOUSE
. TOTAL CONTAMINANTS
(Title 22, Article II, california Administrative Code)
Constituents
Method
Sample Results P.Q.L. Units Method Ref.
12.5 ./ 2.5 mg/kg 6010 1
~~tec;';J 20. mg/kg 9020 1
2694. 20. mg/kg 413.1 2
Lead
TOX
Oil & Grease
(See Last Page for Comments, Definitions, Regulatory Criteria, and References)
Constituents
Regulatory Criteria
STLC, mg/L TI'LC, mqfkq
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet). .sample. basis_ Results reported represent totals
(TI'LC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation.- Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N.D. = None Detected (Constituent, if present, would be less than the method P.Q.L.).
I. S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TI'LC = Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(21:T ~.J-.. ical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY -. - £"'01,.;[,.' /
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AGR/CUL TURE
LABORATORIES. Inc.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
CHEMICAl ANAL rSls
PETROlEUM
~- CONSTRUCTION _ co
. 7BOB OLCOTT AVE
BAKERSFIELD, CA 9330B
Attn.: BRIAN ~ _ 872-4197.
Date Reported ~ 05/11/89
Date Received: 05/04/89
Laboratory No.: 3364-6
Page 1
Sample Description: CITY OF BAKERSFIELD: CORP. YARD TRUXTUN EXT. EAST WASTEOIL @ 6 r ,
5/4/89 SAMPLED BY: DAVID RITTENHOUSE
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Constituents
Method
Sample Results P.Q.L. Units Method Ref.
13.9 2.5 mg/kg 6010 1
~~ 20. mg;kg 9020 1
20. mg/kg 413.1 2
Lead
TOX
Oil ót Grease
(See Last Page for Comments, Definitions, Regulatory Criteria, and References)
Constituents
Regulatory Criteria
STLC, mq/L 'ITLC, mq/kçr
Lead
..
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet) sample basis. Results reported repreSent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L.
= Practical Quanti tat ion Limit (refers to the least amount of analyte detectable
based on sample size used. and analytical technique employed..
= None Detected (Constituent; if present, would be less than the method P.Q.L.) .
= Insufficient Sample
N.D.
.I.S.
STLC
TI'LC
= Soluble Threshold Limit Concentration
= Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) ¡:r f~ ~cal Analysis of Water and Wastes". EPA-600. 14-79-020.
BY -. - ,c-ý(,w-W
J. J. Ealin~
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Date Rec'd: '5' /d BC CHAIN OF CUSTODY
Client: Sampler: Sample Type:
W"~abb (OV\5-1: \)~'Jld \). R\1\~Y\~Ol1.Ç~
Name: Name: \1\ t\ 1\ ~ \' 'r '" J Water Other:
Address: Address:! V V C l'<. "-V\ Soil ~ (specify)
Attn:t~~Y"\ ~q..)tb~ \l;~\\t':~tÜJ.\^) (,~_ WS,30'b ~~dge==
Lab # Description: (í.-N 'cr~ ß~KeY!£\"'ºlJ Other Test5
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Analysis Requested: ..;J
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White: Return to Customer with Report
YeUow: BC Lab Copy
~~ab01taiðJtæJ
1700 Flower Street
Bakersfield, Call1ornla 93305
Telephone (805) 861-3636 .
---
:2 - ) ~;.__. j (.-
I<Em..¡ COUNTY I lEA LTl I DEPARTMENT
HEAL1H OFFICER
Leon M Hebertson, M,D.
P:;~'
ENVIRONMENtAL HEALTH DIVISION
~. DIRECTOR OF ENVIRONMENTAL HEALTH
. øll"'~ Vernon S. Reichard
F~p ity Na/5·. : I. , " \ Kern County Perait #
lfo/~~l(ffi-~. . ,~- ." ,49/5-(8
Address, ~~~ cf:- ~;Y ~Pr~ CAÐ qS( '/eIf1 t{8
* * UNDERGHOUNU TANK DJSPOSITION TRACKING RECORD ,. *
i{
/
'This form Is to be returned to the Ker:n County Ileal th Department wi thin 14
days of acceptance of tank (s) by diSposal or recycling facility. . The
holder of the permi t wI th . nqmber noted above is responsible for insuring
that this form is complèted and Teturned.
. " ,"~
. . ." . -- . . . .~.: . .' . " .'. .' .. .. .. .. .. ... '" .-. .. . . .'
i . - Tõ' bè'-iïl1ed out .!!ï. t~nk removal .£(,)ntrnctor:· .:' ". - ,.
Tallk n~~~vnJ C~i~'~;actoi': . fY)~ (k~A7~ :a, '
1~~~ _ Phone # '399-1Ç'7i?/Y
". _~. ~. Zip' Q'35c6
6-£/- g'"~ ' .. -}~/ No. of Tanks ~
",,"
. .. .. .!
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Section
Address
Date Tanks íìemoved
.. .. .. ..
.. .. .. .. .. .. .. .. .. .. .. ..
.. .. .. .. ..
.. .. .. .. ..
.. .. .. .. .. ..
Section A -, "~Q.I~!~tr.!lled out .!!y contractor "decontaminating t~): ,
Tank "Decc.1tamination" Contractor Æq¿ L I/ÞcuúM t::..'íZVICE:
Addn."is t,9D 'I ~ AI / /:€1'1- ~-;.. . Phone , 39.3- 5770
--;:::?fiK/-~H¡"7..D ( c/l _ Zip 9330?
Authorizell representative of contractor certifies by signing below that
tank(s) bave been decontaminated in accordance witll Kern County JJcaHb
Department requirements. ~
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. . . .
. . . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
SecUon 3 - To be filled out and signed .Qý" an t1uthorized representative .21. ~
trea tmen t. s tOI'age. or dl sposal fael} i ty accepting tanl<: (s ) :
Facillty Nume ~ ~. .
Addn:S6 2.20 _ 5" - / . 'C ~ r? /9<./,.. Phone '7/C./J9?r~ê:>ð
Q Zip 1/"7c/ .
No. of T~riks' .: :0
T i tle~ ->5 ¡r - /V'?,..",,¡t:;a--,;?c/.1
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Date Tanks
"'"
SIgnature
(Authorized Representative)
. . . . . . . . .
. . . . .
. . . . . .
. " . . . . . . . . .
* * * MAILING INSTRUCTIONS:
Fold 1n half and staple.
"I1'm #JlMMP-150)
Del:Jno L:unnpl
DISlnlCT OFFICES
,k" I,~bella . Mojave . Rldgec,....' . Shaller . Tall
-_._------_.._.~-,,""'---+. '_.."'---~""-' . ,. -............--.--. --.---------.. - .-..¥.-~.---.--.-_._.-.
SIal. 01 Califomi.-+ie.lth and Well....e Agency
Form Approved OMS No. 2050-003a{EXpir..a1) .:~.'-'.'....".
P'ea~e ptin; or type. (Form dasigned "" uøa la vo- 'itch typewrit.,).
UNIFORM HAZARDO~" . .n.,atOl"s us EPA 10 Ho.
WASTE MANIFEST f4
See Instructions on Back of Page 6
and Fronwa9.!!,
Manl "1 . Paga 1
Ocx:ume.. ,J'j I of
Department of Haalth SefViceB
.' :.. Toxic Subslancea Control Division
'.. Secramanlo. Calilornia
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15r:r- ~y..'fr¿'" /7ve:r
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8. US EPA 10 Number
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11. US OOT Oescription (Including Proper Shipping Name, Hazard Class. and ID Number)
13. TOlal 14.
Quanlity Unit
WINo!
No.
Type
a.
~fA~ W~
ON!t¡
~¡J¡'raWI(P.
b.
c.
d.
J. Addilional Deac:nptions lor Malerials Listecl Above
D-/16-0r?
0-100 Í"- W~
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15. Special Handling Instruclions and Addilionallnlormalion
LIAo"Alt ?~Ìí'clé-'" O~
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GJcßScN ¡:t r 2-36-'2..
18.
I.
Wasle No.
EPA/Othec
Slate
EPAfOther
Stste
EPA/ Othec
do
..
GENERATOR'S CERTIFICATION: I hereby declare that the contents ot this consignment are tully and accurately described above by proper shipping name
and are clasaifiecl, packed. marloed, and labelecl, and are in aU respects in prope' condition lor transport by highway according to applicable intemalional and
national government regulations.
If I am a lar\;le quantity generalor, I certify that I have a program in place to recluce the volume and toxicity of waste genarated to Ihe degree I have determined
10 be economically practicable and that I have selectecl the practicable method of treatment. storage. or disposal currently available to me which minimizes the
pres1ðl\t and tuturø threal to human heal\h and the environment; OR, if I am a small quanlity glOneralO)', I have made a good faith effort to minimize my waste
;GnQr~t:c:! ~n':: :::~~~ ~~~ !:est we:!e m~~!~eme~t r.1e!hod f~at ~~ !!'!!!!'e~f~ t~!!' _.d !~~t ~ aftcrd.
printedf/;/:;7 A/Ie rJ
17. Transporter 1 Acknowledgement 01 Receipt 01 Materials
Print d/Typed Name
e:o,",6-
18. Transporter 2 Acknowledgemenl 01 Receipt 01 Materials
Printed/Typed Name
19. Discrepancy Indicalion Space
20. Facility Owner or Opera lor Certilication 01 receipt 01 hazardous materials covered by this ma . est except as noted in Item 19.
DHS 8022 A (1/88)
EPA 8700-22
(Rev. 9·88) Previous editions are obsolele.
White: TSDF SENDS THIS COpy TO DOHS WITHIN 30 DAY:'
To: P.O. Box 3000, Sacramento, CA 95812
Month Day Year
Month Day Yaar
e
CONTRACTOR NO: 15000
SITE NO:
180008
'.
WATER RESOURES CONTROL BOARD
DIVISION OF WATER QUALITY
UST CLEANUP PROGRAM
SITE SPECIFIC QUARTERLY REPORT
f;- / f!
. /~DOO ~
SOURCE OF FUNDS:
SUBSTANCE: 12035
FEDERAL EXEMPT:
N PETROLEUM: Y
SITE NAME:
CITY CORPORATION YARD
DATE REPORTED: 05/11/89
ADDRESS:
4101 TRUXTUN AVENUE
DATE CONFIRMED: 05/11/8S
CITY/ZIP:
BAKERSFIELD, CA 93301
SITE STATUS
CASE TYPE: S
RP SEARCH: S
PRELIMINARY
ASSESSMENT: C
REMEDIAL
INVESTIGATION: C
REMEDIAL ACTION: C
POST REMEDIAL
ACTION MONITORING:
ENFORCEMENT ACTION
TAKEN:
RAP REQUIRED:
CASE CLOSED:
Y
CATEGORY:
CONTRACT STATUS: 9 EMERGENCY
RESPONSE:
DATE UNDERWAY: 05/11/89 DATE COMPLETED: 05/11/8£
DATE UNDERWAY: 06/29/89 DATE COMPLETED: 11/07/8~
DATE UNDERWAY: 11/08/89 DATE COMPLETED: 02/27/9C
DATE UNDERWAY: 02/27/90 DATE COMPLETED: 05/02/9C
DATE UNDERWAY: / / DATE COMPLETED:
TYPE: DATE TAKEN:
DATE APPROVED:
DATE CLOSED: 05/04/9C
DATE EXCAVATION STARTED:
R1MEDIAL ACTIONS TAKEN:
RESPONSIBLE PARTY
SPECIALIST:
9
CONTACT NAME: RALPH HUEY
COMPANY NAME: CITY OF BAKERSFIELD
SENSITIVITY:
EES
ADDRESS:
2130 "G,II STREET
VERIFIED IX)
DATE OF REPORT: 12/18/90
CITY/STATE:
BAKERSFIELD, CA 93301
LEAK REPORT: Y
ABANDONMENT #: A
-
CONTRACTOR NO: 15000
SITE NO:
180008
SITE NAME:
'.
WATER RESOURES CONTROL BOARD
DIVISION OF WATER QUALITY
UST CLEANUP PROGRAM
SITE SPECIFIC QUARTERLY REPORT
SOURCE OF FUNDS:
SUBSTANCE: 12031
FEDERAL EXEMPT:
N PETROLEUM: Y
CITY CORPORATION YARD
ADDRESS:
4101 TRUXTUN AVENUE
DATE REPORTED: 05/02/90
DATE CONFIRMED: 05/02/90
CITY/ZIP:
BAKERSFIELD, CA 93301
CATEGORY:
CASE TYPE: S
RP SEARCH: S
PRELIMINARY
ASSESSMENT: C
,REMEDIAL
INVESTIGATION: C
REMEDIAL ACTION: C
POST REMEDIAL
ACTION MONITORING:
ENFORCEMENT ACTION
TAKEN:
RAP REQUIRED:
CASE CLOSED:
Y
SITE STATUS
CONTRACT STATUS: 9 EMERGENCY
RESPONSE:
DATE UNDERWAY: 05/02/90 DATE COMPLETED: 05/02/90
DATE UNDERWAY: 04/25/90 DATE COMPLETED: 05/17/90
DATE UNDERWAY: 06/02/90 DATE COMPLETED: 09/23/90
DATE UNDERWAY: 10/07/90 DATE COMPLETED: 11/30/90
DATE UNDERWAY: / / DATE COMPLETED:
TYPE: DATE TAKEN:
DATE APPROVED:
DATE CLOSED: 12/12/90
DATE EXCAVATION STARTED:
RIMEDIAL ACTIONS TAKEN:
RESPONSIBLE PARTY
CONTACT NAME: MICHAEL ROGERS
SPECIALIST:
9
COMPANY NAME: CITY OF BAKERSFIELD
PUBLIC WORKS
ADDRESS: 4101 TRUXTUN AVENUE
CITY/STATE:
SENSITIVITY:
NES
VERIFIED (X)
'BAKERSFIELD, CA 93301
DATE OF REPORT: 12/18/90
ABANDONMENT #: A1200-18
LEAK REPORT: Y
e
,e
KERN COUNTY AIR POLLUTION CONTROL DISTRICT
PERMIT TO OPERATE
Number:
8129003(C)-004(C)
2700 "M" STREET. SUITE 275
BAKERSFIELD. CA. 93301
TELEPHONE: (805) 861-3682
PERMIT TO OPERATE IS HEREBY GRANTED TO:
CITY OF BAKERSFIELD
FOR EQUIPMENT LOCATED AT:
4101 Truxtun Avenue
EQUIPMENT OR PROCESS DESCRIPTION:
Gasoline Storage & Dispensing System
OPERATIONAL CONDITIONS LISTED BELOW.
THIS PERMIT BECOMES VOID UPON ANY CHANGE OF OWNERSHIP OR LOCATION. OR ANY ALTERATION.
NOTE: The permittee may be required to
provide adequate sampling and testing
facilities. Equipment modification
requires a new permit.
REVOCABLE: This permit does not authorize
the emission of air contaminants in excess
of those allowed by the Rules and Regulations
of the K.C.A.P.C.D.
WILLIAM J. RODDY
AIR POLLUTION CONTRØ~qFFICER
c::-="'" -r ¿
-, ( ~
By: c=:.\> \ ~.z~
'1.t
For Period: 03-31-92 TO
03-31-93
CONDITIONAL APPROVAL:
Compliance with all conditions of approval imposed by any applicable Authority to
Construct is required for life of this equipment unless modified by application.
EQUIPMENT DESCRIPTION: GASOLINE STORAGE & Balance Type DISPENSING SYSTEM
including the following equipment:
1 - 15,000 Unleaded
a. 1 - 15,000 gallon Re~ular grade aboveground gasoline storage
tank(s) each with a permanently affixed fill tube terminating no more than six
inches from the bottom of the tank.
2 Unleaded
b. 1 Re~ular nozzles.
OPERATIONAL CONDITIONS:
1. Until vapor recovery provisions (both Phases I and II) for this tank are "certified" by
the California Air Resources Board, this tank shall be equipped only with submerged fill
tube. (Chapter 3, Article 5 of California Health and Safety Code).
2. Gasoline tank shall be equipped with permanently affixed fill tube terminating no more
than 6 in. from bottom of tank. (Rule 412)
3. System shall be installed; operated and maintained in accordance with manufacturer's
recommendation. (Rule 209)
4. Gasoline storage tank shall be refilled only by Rule 412 exempt distributor. (Rule 412)
5. City of Bakersfield shall maintain accurate records of gasol ine deli very volume. suppl ier
and delivery vehicle identification and such records' shall be made readily available for
District inspection upon request. (Rule 209)
STATE OF CALIFORNIA AIR TOXICS HOT SPOTS REQUIREMENTS:
Facility shall comply with California Health and Safety Code Sections 44300 through 44384.
(Rule 208.1)
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. groundwater resources inc.
wp
5400 ALDRIN CT.
BAKERSFIELD. CALIFORNIA 93313
General Engineering Contractor
Class NHaz License No. 520768
SITE CHARACTERIZATION WORKPLAN
UNlEAED GASOLINE DISPENSER
CITY OF BAKERSFIELD
CORPORATION YARD
4101 TRUXTUN AVENUE·
BAKERSFIELD, CA
MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD, CA 93389 (805) 835,7700
LOS ANGELES (213) 724-3147
r-\
. groundwater resources inc.
WJV
.
..
5400 ALDRIN CT.
BAKERSFIELD, CALJFORNJA 933 J 3
General Engineering Contraaor
Class AIHaz License No. 520768
June 19, 1990
Resource Management Agency
Department.of Environmental Health Services
2700 M Street
Suite 300
Bakersfield, CA 93301
Re: Site Characterization Workplan
Unleaded Gasoline Dispenser
City of Bakersfield
Corporation Yard
4101 Truxtun Avenue
Bakersfield, CA
On April 24, 1990, during the installation of Line Leak Detection
on the product line of the 15,000 gallon unleaded gasoline tank
system at the City of Bakersfield-Corporation Yard fueling
fac i 1 i ty , it was observed that some 1 eakage had taken place.
Product 1 i ne repairs were made by McNabb Construction and so; 1
samples were taken under the unleaded dispenser and north of the
dispenser island near the turbine pump area.
A review of the attached laboratory analysis indicates high
concentrations of Benzene and Total Petroleum Hydrocarbons (TPH)
in the three soil samples taken during the construction activities.
This fueling area, installed in 1978, primarily consists of three
15,000 gallon single wall fiberglass tanks containing unleaded
gasoline, regular gasoline and diesel fuel for the operation of
City owned vehicles.
Groundwater Resources, Inc. (GRI) has been retained to assess the
vertical and horizontal extent of the above described discharge.
The following workplan will address the requirements of UT-35
Guidelines, while addressing the site specific conditions of this
operating facility.
GRI will investigate the site with soil borings located to
determine the maximum vertical and lateral extent of any
hydrocarbon plume. A total of four soil borings are planned for
this investigation. One boring will be angle drilled from the west
end of the dispenser island to assess the unleaded dispenser. One
bori ng wi 11 be angl e dri 11 ed from the northwest corner of the
facility under the submersible pump area of the tank. The two
additional borings will be used for horizontal measurements. The
planned location of the borings is shown on the enclosed Plate 2.
MAILJNG ADDRESS: P.O. BOX 9383, BAKERSFIELD, CA 93389
LOS ANGELES (2 J 3) 724-3147
(805) 835-7700
I
I
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, Resource Manage" It Agency
Environmental Health Services
June 19, 1990
Page Two
.
Further drilling will be implemented if the limit of the plume
cannot be defined with the initial four borings. The planned depth
of the soil borings is forty (40) feet. The borings will be
advanced with a hollow-stem auger rig, with undisturbed soi 1
samples obtained with a California Modified Split Spoon Sampler at
intervals of every five feet. No groundwater is anticip.ated in
this investigation. Current information from the Kern County Water
Agency shows the first unconfined water to be approximately 125
feet below surface. The Bakersfield Sheet of the Geologic Map of
California, 1985, shows the soil around the Downtown Bakersfield
area to be derived from recent alluvial fan sediments deposited
from the Kern River. Additional information from the February 13,
1990 Site Characterization Report prepared by GRI on a Waste Oil
Tank at this facility has been reviewed thoroughly.
The boring samples will be taken at intervals of every five feet
and at significant 1 ithologic changes. An HNu photoionizatfon
detector will be used to screen the soil and make field
determinations of the levels of hydrocarbon contamination. During
the boring operations, a GRI Geologist will describe and log the
samples and seal them in brass sleeves with teflon-lined plastic
caps. They wi 11 be labeled and chi 11ed immediately and then
transported to BC Laboratories, Inc. at four degrees Celsius under
a Chain of Custody documentation for analysis. All samples will
be analyzed for Benzene, Toluene, Xylene, Ethyl Benzene and Total
Petroleum Hydrocarbons using the D.O.H.S./Luft Method. Any
contaminated drill cuttings will be either stockpiled or drummed
on site in 17-H DOT drums until laboratory results are available.
The soil borings will be abandoned following procedures required
by the Resource Management Agency..
While conducting the borings, the personnel on site will be
equipped with a Draeger PA-80 Air Pack, Gastech D-11 Vaportester
or equivalent, a photoionization detector, fire extinguishers and
any additional equipment required for health and safety
considerations. All GRI personnel have received Health and Safety
Training per OSHA CFR 1910.120, including supervisory training.
After the borings are completed and samples analyzed, a report will
be prepared for your office with all results, logs, laboratory
analyses, definition of the contamination and recommendations for
remedial action, as required. 0
If you have any questions or require further information, please
contact our main office at (805) 835-7700.
Very truly,
~¡?~.
0n ,P. Fitch
Project Manager
m¿:~æ~ .'
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Dale A. Johnson
State Registered
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LOCATION MAP
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groundwater resources, inc.
..,
envlronmentaVgeotechnical services
Project Number: 78029
1
CITY OF BAKERSFIELD
CORPORATION YARD
4101 Truxtun Ave
Bakersfield, California
PLATE
ENVIRONMENTAL
.." , " ,. '\,~;' . ... . '. .
:rBC'j,
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.
LABORATORIES, INC.
J. J. EGL.IN. REG. CHEM. ENGR.
4100 PIERCE RD.. BAKERSFIELD. CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
CHEMICAL ANALYSIS
PETROLEUM
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
Date of
Report: 02-May-90
Lab No.:
Sampl.e Cesc:
3780-1
~. ~ Bakersfield, Corporation
Two Feet: under" dispenser
I
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Yard
Data Sample
Collected:
25-Apr-90
Date Sample
Received @ Lab:
26-Apr-90
Da-ce Analysis
Comple-ced:
02-MaY-90
Constituent
Reporting
Units
Analysis
Results
Minimum
Reportinq
Level
Benzene
Toluene
Et;;'yl 3er.=ene
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
110
710
180
p-Xylene
m-Xylene
o-Xylene
"
26ù
9
9
9
9
9
9
610
330
Total Petroleum
I Hydrocarbons
(Gasoline)
ug/g
Co,000
300
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA methodS020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
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ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
..-
LABORATORIES, INC.
J. J. SOLJN. REO. CHEM. ENOR,
4100 PIEACE AD.. BAKERSFIELD. CALIFORNIA 93308 PHONE 327.4911
Purgeable Aromatics
(SOIL)
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
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Lab No.:
Sample Desc:
¡
I
Date Sample
Collected:
25-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date of
Report: 02-MaY-90
3780-2
Ci ty of.--3a.kersfield, Corporation Yard
Eóur Fèet under dispenser
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Date Sample
Received @ Lab:
26-Apr-90
Date Analysis
Completed:
02-MaY-90
Reporting
Units
Analysis
Results
Minimum
Reporting
Level
ug/g
ug/g
ug/g
ug/g
ug/g
ug/g
110
910
:'.10
10
10
10
10
10
10
.;¡O
960
570
ug/g
e
300
TEST METHOD: TPH by D.O.H.S. / L.U.r.T. method.
Individual const:tuents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cart. #102
By
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ENVIRONMENTAL
. CHEMIc.lL ANALYSIS
PETROLEUM
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LABORATORIES, INC.
J. J. EGLIN. REG. CHEM. ENGR.
4100 PIERCE RD.. BAKERSFIELD. C~LIFORNIA 93308 PHONE 327.4911
Purgeable Aromatics
(SOIL)
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Brian McNabb
Date of
Report: 02-May-90
Lab No.:
Sample Desc:
Date Sample
Collected:
25-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o~Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
3780-3 .
C't~ield, corpora~ion Yard
íX Faet North)and Six F~et below dispenser
Date Sample
Received @ Lab:
26-Apr-90
Date Analysis
Completed:
02-May-90
Reporting
Units
Analysis
Results
Minimum
Reporting
Level
ug/g
ug/q
ug/g
ug/g
ug/g
ug/g
54
440
60
280
6ïO
390
3
3
3
:3
:3
:3
ug/g
~
100
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituen~s by Modified E?A me~hod 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
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S A H P'L I N G PRO Toe 0 L
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groundwater resources inc.
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TEST BORING PROCEDURES
1.
Soil Sampling Protocol
The following procedures are fOll-OW~ during soil sampllng
operations utillz;ng the hollow stem auger drl'lling technlque.
, ,
A. Hollow Stem Auger
1. Soil borings drilled by the hollow stem auger utilize
continuous flight hollow stem augers.
2. Augers, samplers and all downhole equipment are steam
cleaned prior to use. In the field)steam cleaning is
done between borings to minimize tne potential for
cross-contamination.
3. A G.R.I. geologist observes the work, visually logs
the s011s, and collects samples at appropriate
intervals.
4. The Unified Soils Classification System is utilized
to classify soils encountered. Additional geologlcal
observations are noted as appropriate.
5. 50;1 samples destined for laboratory analysls are
collected by a modified California Split Spoon. This
sampler uses three, six lnch long, by two and one-
half inch diameter (o.d.) tubes.
Various t4:bes can be uti 1 i zed to accommodate the type of
analysis n~cessary:
Brass
All organlcs and general analyses
(not to be u~ed for copper or Zlnc
analysis)
Stainless
Steel
All organlcs and metals analyses for
copper and zinc (not to be used for
chrome or nickel analyses)
Plastic
All metals analyses (not to be used
for organics)
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TEST BORING PROCEDURES
(Cont'd)
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6. The tubes are cleaned and prepared in the G.R.I.
laboratory. Tubes are scrubbed, inside and outside,
with a brush and TSP, rinsed, dryed, and pacKed in '
clean containers with seals. Tubes are delivered to
the drilling site in these closed containers to
preserve the state of cleanl iness. WOw
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7. After the sample(s) have been removed from the sampler,
the sampler is completely disassembled and scrubbed in
TSP and tap water. It is then rinsed in clean tapwater
and reassembled with three clean tubes.
8. Dirty tubes are field washed in TSP solution, rinsed
with water, and reused.
9. The sampler is driven by a 14D pound hammer with a 30
inch free fall. Blow counts are recorded as number of
blows per inch of drive.
10. The sampler is driven 18 inches at each sampling
interval. The first (or lowest) tube is generally
retained as the sample for analysis. The other two
tubes are retained for bacK-up or split samples.
11. A sand catcher is used in the sampler where loose soi lè
are anticipated. This Wl I I preven~ the SO;·I from
falling out of the sampler.
12. Af~er retrieval, the sample is visually logged and
imfuediately sealed with aluminum fo; 1 1 ined caps,
1 abel ed, and ch ill ed. CI ean ; ce chests and chern; ca 1
. ice Q("blue ice") are used to keep the samples cold
until delivered to the chemical laboratory. Teflon
seals are also available for field samples.
13. Samples are delivered to the laboratory the same day
they are taken, if physically possible. If the samples
must be held until the next day, they are kept'frozen
in a secure freezer at the G.R.I. facility.
14. Sample control is maintained by a Chain of Custody form
which accompanies the sample. The form documents the
time, date, and responsible person during each step in
the transportation process.
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MONITORING WELL SAMPLING PROTOCOL
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I II. Groundwater Sampling
A. All equipment that is used in a monitoring well for
purging, sampling, or depth measurement 1S decontaminated
by steam cleaning or aTSP wash and rinse procedure prior
to use and before re-using when more than one sample is
collected.
B. Purge Volume Determination
The following procedure is followed to determine the
appropriate purging volume prior to well samp11ng.
1. The depth-to-water is measured by a clean, electric
level indicator. Measurement datum is the top of
well protector.
2. Depth to the bottom of the well is measured by a
c'lean tape and plumb bob. If possible,. this is
compared to the we 1'1 construction log to determi ne
inconsistencies, i.e. damaged casing, sediment in
casing, etc.
3. Water volume is calculated by using the total water
depth and the inside diameter of the casing.
c. Well Purging and Sampling
/:
1. Ririor to sampling, a minimum of three to f1ve we>ll
vo 1 umes are purged from each we 11 to ensure that wéiter
sampled is representative of the groundwater withln
the formation.
2. Measurements of H, conductivity and temperature are
taken at frequent intervals durlng the purge.
Stabilization of these values indicates that
representative formation fluids are being removed from
the we 1 1 .
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MONITORING WELL SAMPLING PROTOCOL
(Cont.'d)
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3. In the event that the well i$ pumped dry, and
alternate procedure will be followed. Once a well is
pumped dry. the water that enters the well during
recovery is, by definition,representative formation
water. The well will, therefore. be pumped dry and
allowed to recover to 80% or more of the original
water level.
4. Purge water is pumped directly into barrels on site
until the proper method of disposal is determined.
'.
5. Samples are pumped or poured from a bailer into
sampling bottles prepared by a state certified
laboratory contracted for the particular jOb and
placed in refrigerated coolers for transport to the
laboratory.
6. Samples are delivered by courier, directly to the lab
on the same day of sampling, whenever practical. If
next day delivery is necessary. the samples are kept
refrigerated at 4 degrees C overnlght and delivered
to the laboratory the following morning.
7. Samples are accompanied by a Chain of CustOdy form
which documents the time, date and responsible person
during each step of the transp~rtation process.
8. T~e G.R.I. coded sample numbering system allows
iðentification of sample and client to G.R.!., whi Ie
not revealing the client to anyone else.
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5400 ALDRIN CT.
BAKERSFIELD. CAUFORNIA 933 J 3
General Engineering Contraaor
Class NHaz License No. 520768
GROUNDWATER RESOURŒS INC.
(GRl)
5400 Aldrin Court
Bakersfield, California
(80S) 835-7700
HEALTH AND SAFETY PLAN
A RESNA Company
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MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 (80S) 835-7700
LOS ANGELES (2 J 3) 724-3147
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HEALTH AND SAFETY PLAN
1.0 PURPOSE
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The purpose of this Plan is to assign responsibilities, establish personnel protection standards and
mandatory safety procedures, and provide for contingencies that may arise while operations are
being conducted at the site.
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2.0 APPLICABILITY
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The provisions of the Plan arc mandatory for all on-site Groundwater Resources Inc. (GRl)
employees and subcontractors engaged in hazardous' material management activities including, but
not limited to, initial site reconnaissance, preliminary field investigation, mobilization, project
operations, and demobilizati.on.
Subcontractors shall provide a Health and Safety Plan for their employees covering any exposure
to hazardous materials and shall complete all work in accordance with that plari. The sub-
contractor may choose to use the GR! Health and Safety Plan as a guide in developing its own plan
or may chose to adopt GRI's plan. In either case, the subcontractor shall hold GRI harmless from,
and indemnify it against, all liabilities in the case of any injury. GR! reserves the right to review
and approve the subcontractor's plan at any time.
Grossly inadequate Health and Safety practices on the part of the subcontractor or the belief that
the subcontractor's personnel arc or may be exposed to an immediate health hazard, shall be cause
for GR! to suspend the subcontractors site work and ask the subcontractor's personnel to evacuate
the hazard area.
The subcontractor shall provide its own safety equipment in accordance with Health and Safety
Plan requirements. The sub- contractor shall comply with all regulations including OSHA 29 CFR
1910.134 (Respiratory Protection).
3.0 RESPONSmILITIES
.3.1 Safety Coordinator
The Safety Coordinator (SC) generally shall not be involved directly in onsite
activities. However, the SC shall provide the following functions in support of the.
field activities: .
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1. Maintain an adequate inventory of equipment in good working
order.
2. Maintain all necessary fùes and records.
3. . Ensure that all monitoring equipment is calibrated on a regular basis
and that the results are properly recorded and filed.
4. Ensure monitoring equipment is operating correctly and provide for
maintenance if it is not.
5. Be available for consultation by the Project Manager or Safety
Officer.
PAGE 1 GROUNDWATER RESOURCES, INC.
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HEALTH AND SAFETY PLAN
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3.2 Project Manager
The Project Manager (PM) shall direct on-site investigation operational efforts. At
the site the PM, assisted by the Safety Officer (SO), shall have the primary
responsibility for:
Ensuring that appropriate personal protective equipment is available
and properly utilized by all on-site personnel.
2. Ensuring that personnel are aware of the provisions of this plan, are
instructed in the work practices necessary to insure safety, and in
planned procedures for dealing with emergencies.
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3. Ensuring that personnel are aware of the potential hazards associated
with on-site operations.
4. Monitoring the safety perfonnance of all personnel to ensure that 'the
required work practices are employed.
S. Correcting any work practices or conditions that may result in injury
or exposure to hazardous substances.
3.3 Safety Officer
The Safety Officer (SO) shall:
Implement project Health and Safety Plans, and report any
deviations from the anticipated conditions described in the plan.
Ensure that all on-site personnel have a minimum of 24 hours safety
training.
Ensure that all monitoring equipment is recently calibrated.
Ensure monitoring equipment is operating correctly (report to Safety
Coordinator if it is not.)
Be responsible for identifying all site personnel with special medical
problems.
Preparing any accident/incident report.
Assume any other duties as directed by the PM.
1.
2.
3.
4.
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7.
3.4 Project Personnel
Project personnel involved in on-site operations shall be responsible for.
1.
Taking all reasonable precautions to prevent injury to themselves
and to their fellow employees.
Perfonning only those tasks that they believe can be done safely,
2.
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GROUNDWATER RESOURCES, INC.
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HEALTH AND SAFETY PLAN
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and immediately reporting any accidents an<.Mr unsafe conditions to
the SO or PM.
3. . Implementing the procedures set forth in the Health and Safety Plan,
and reporting any deviations from the procedures described in the
Plan to the SO or PM for action.
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4.0,- BACKGROUND
All personnel shall be knowledgeable concerning the following topics on a site specific basis
including, but not limited to:
i
Site History
Prior Activity
Suspected Hazards
5.0 EMERGENCY CONTACTS AND PROCEDURES
5.1 Contacts
Should any situation or unplanned occurrence require outside or support services,
the appropriate contact from the following list should be made:
Agency
Police
Fire
Ambulance
Hospital
Contact Person
Telephone
Project Manager
Safety Coordinator
SafGty Officer
Clie~t Contact
5.2 Procedures
In the event that an emergency develops on site, the procedures described below are
to be immediately followed. Emergency conditions are considered to exist if:
- Any of the project personnel are involved in an accident or experiences any
adverse effects or symptoms of exposure while on site; or
A condition is discovered that suggests the existence of a situation more
hazardous than anticipated.
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GROUNDWATER RESOURCES, INC.
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HEALTH AND SAFETY PLAN
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The following emergency procedures shall be followed:
1.
2.
3.
4.
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6.
7.
Personnel onsite shall use the "buddy" system (pairs). Personnel
shall pre-arrange hand signals or other means of emergency signals
for communication in case of lack of radios or radio breakdown.
The following hand signals are suggested:
Hand gripping throat: out of air, can't breathe
Grip partner's wrist or place both hands around own waist:
leave area immediately
Hands on top of head: need assistance
Thumbs up: OK, I'm all right, I understand
Thumbs down: No, negative
The Safety Officer shall establish emergency evacuation routes and
shall make all project personnel aware of these routes prior to the
flI'St onsite activities. In the event of an emergency, selection of the
escape route shall be based on the nature of the emergency and wind
direction.
Visual contact shall be maintained between on-site personnel.
Support personnel shall remain in close proximity in order to assist
in case of emergencies.
In the event that any of the personnel experiences any adverse
effects or symptoms of exposure while on site all personnel shall
immediately halt work and act according to the instructions provided
by the Safety Officer. '
Wind indicators, visible to all on-site personnel, shall be provided
by the Safety Officer to indicate possible routes for upwind escape.
The discovery of any condition that would suggest the existence of a
situation more hazardous than anticipated shall result in the
ev~uation of the on-site personnel and re-evaluation of the hazard
and the level of protection required.
In the event that an accident occurs, the SO shall complete an
Accident Report Fonn for submittal to the Safety Coordinator (SC).
The SC shall initiate action to correct the situation that caused the
accident.
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GROUNDWATER RESOURCES, INC.
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HEAL TIJ AND SAFETY PLAN
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6.0 HAZARD CHARACTERISTICS, MONITORING METHODS AND PROTEC-
TION REQUIRED
All personnel shall be knowledgeable concerning the following topics on a site specific basis
including, but not limited to: .
Exposure Limits
Recognizable Characteristics
Symptoms of Overexposure
Potential Chronic Effects
First Aid Treatment
Monitoring Methods
Action Levels
Protection Measures
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7.0
STANDARD SAFE WORK PRACTICES
7.1 General
1. Eating, drinking, chewing gum or tobacco, and smoking shall be
prohibited in the contaminated or potentially contaminated area or
where the possibility for the transfer of contamination exists.
2. Avoid contact with potentially contaminated substances. Do not
walk through puddles, pools, mud, etc. Avoid, whenever possible.
kneeling on the ground, leaning or sitting on equipment or ground.
Do not place monitoring equipment on potentially contaminated
suñace (Le., ground. etc.).
3. All field personnel shall make use of all their senses to alert them to
potentially dangerous situations which they should avoid (i.e.
presence of strong. iIritating or nauseating odors).
Prevent spillages to the extent possible. In the event that a spillage
occurs, contain liquid immediately.
Prevent splashÜ1g of the contaminated materials.
Field personnel shall be familiar with the physical characteristics of
the investigation site. including:
4.
1.1
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6.
Wind direction
Accessibility to aSsociates. equipment. vehicles
Communications
Hot zone (areas of known or suspected contamination)
Site access
Nearest clean water sources
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GROUNDWATER RESOURCES, INC.
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7.2
The number of personnel and equipment in the contaminated
area shall be minimized, but only to the extent consistent with
workforce requirements of safe site operations.
8. . All wastes generated during on-site activities shall be disposed· of in
accordance with all applicable laws and regulations.
7.
Excavation and Well Installation Practices
For all excavation and well installation activities, the following standard safety
procedures shall be employed:
1. All equipment shall be cleaned before proceeding to site, and after
the excavation and/or well installation has been completed.
2. Only the minimum number of personnel necessary to achieve the
objectives shall be within 25 feet of the excavation and/or drilling
activity.
3. If the emergency and backup subcontracted perspnnel are at the site,
they shall remain 25 feet from the excavation and/or drilling activity,
where practical.
4. Exclusion zones shall be established with designated hot lines.
Delineatíon of a hot line shall reflect the interface between areas at
and below a predetermined threshold contaminant concentration
based on available data. This determination shall be made by the
Safety Officer.
5. All unauthorized personnel shall remain outside exclusion zones at
all times.
8.0 SITE SAFETY PLAN
The personnel on site will be equipped with a draeger P A-80 air pack, gas tech D-ll vapor testor
or an equivalent, (it photoionization meter, ftre extinguishers and any additionally required
equipment for health and safety considerations.
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PAGE 6
GROUNDWATER RESOURCES, INC.
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GARY J. WICKS
Agency DI,ecto,
(805) 861-3502
STEVE McCALLEY
Dlrecto,
RESOURCE
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DEPART
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Mike Rogers
City of Bakersfield
1501 Truxtun Ave.
Bakersfieldi CA 93301
SUBJECT:
Location:
Known As:
PERMIT #:
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May 21, 1990
2700 M Street. Suite 300
Baker.fleld. CA 93301
Telephone (805) 861·3636
Telecopler (805) 861-3429
A·G ENe Y
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4101 Truxtun Avenue, Bakersfield, CA
City of Bakersfield Corporation Yard
180008C
Dear Mr. Rogers:
The intent of this letter is to inform you of the necessary deadlines for
work required at the property described above. As a responsible party for a
leaking underground storage tank, you have previously received a letter from this
Department notifying you of the required work necessary to identify the extent of
the contamination. We are now requesting that this work, outlined in UT-35, be
done in a timely manner.
In accordance with California Health and Safety Code Chapter 6.7 and Kern
County Ordinance Code Chapter 8.48, the Kern County Environmental Health Services
Department requires a determination of the threat to the environment. Accordingly,
you must select an environmental contractor and submit a site characterization
workplan proposal to this office within 30 days from the date of this letter. The
workplan must be approved by this Department before any work is started.
If you should have any questions regarding this matter, please contact me
immediately at (805) 861-3636.
JL:cd
j an i s\roger shm. 121
Sincerely,
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0- Jani s Lehman '
Hazardous Materials Specialist II
Hazardous Materials Management Program
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BAKERSFIELD, CALIFORNIA 93313
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CITY OF BAKERSFIELD
CORPORATION YARD
4104 Truxton Avenue
Bakersfield, California
SITE CJµRACTERIZA TION REPORT
February 13, 1990
MAILING ADDRESS: P.o. BOX 9383, BAKERSFIELD, CA 93389 (80S) 835-7700
LOS ANGELES (213) 724-3147
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CITY OF BAKERSFIELD
CORPORATION YARD
4101 Truxtun Avenue
Bakersfield, California
SITE CHARACTERIZATION REPORT
February 13, 1990
TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 BACKGROUND
3.0 SOIL BORINGS
4.0 SAMPLING PROCEDURES
5.0 FINDINGS
6.0 CONCLUSIONS
7.0 RECOMMENDATIONS
7.1 No Action
7.2 Excavation and Bioremediation
7.3 Excavation and Disposal
8.0 REMEDIATION COSTS
8.1 No Action
8.2 Excavation and Bioremediation
8.3 Excavation and Disposal
9.0 LIMITATIONS
PLATE 1
PLATE 2
PLATE 3-7
ILLUSTRATIONS
Location Map
Plot Plan
Logs of Borings
APPENDIX
A. Laboratory Analytical Reports
B. Chain of Custody Fonns
C. Sampling Protocol
February 13, 1990
GROUNDWATER RESOURCES, INC.
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CITY OF BAKERSFIELD· Corporation Yard.
1.0 INTRODUCTION
This report provides the results of an investigation to determine the existence of a hydrocarbon plume
in the soil at the City of Bakersfield Corporation Yard at 4101 Truxtun Ave, Bakersfield, California
(Plate 1). No significant hydrocarbon concentrations were observed or reported at the facility with the
exception of a small interval of apparently oil stained soil noted from three to five feet while drilling
boring B-4. Groundwater Resources, Inc. (GRI) recommends that the small quantity of impacted soil
found around B-4 be left in place to allow natural biodegradation to reduce hydrocarbon concentrations
to an acceptable level. It is also recommended that the excavation location be capped with cement or
asphalt.
2.0 BACKGROUND
On April 17, 1989, two 500 gallon underground waste oil tanks were removed from the City of
Bakersfield- Corporation Yard. The tanks were used exclusively for waste oil storage and were in
service since 1975. Soil samples collected at the time of removal were reported to have Oil and Grease
concentrations of 2964 ppm and 366 ppm for the East tank at two and six feet below the tank
respectively. The west tank: was reported to have concentrations of 60 ppm and 86 ppm for Oil and
Grease at two and six feet below the tank respectively. Groundwater Resources, Inc. was retained to
perfonn a Site Characterizaion at the facility.
3.0 SOIL BORINGS
On December 8, 1989, six borings were made to assess the limits of a hydrocarbon plume (Plate 2).
At each tank location, three borings were advanced to aid in defining the vertical and horizontal limits
of a hydrocarbon plume. Boring B-1 was drilled at the center of the West tank location and advanced
to a depth of 40 feet. Two step-out borings, B-2 and B-6, were made five feet south and eight feet
northwest of B-1 respectively and drilled to a depth of 15 feet. Boring B-3 was placed at the center
of the east tank: location and drilled to a depth of 30 feet. The boring B-4 was located eight feet north-
west of B-3 and advanced to a depth of 15 feet. B-5 was placed five feet south of B-3 and had a total
depth of 30 feet. Soil samples were collected at five foot intervals (see Logs of Borings Plates 3-7).
After the soil samples were collected, borings B-4 and B-5 were abandoned by filling the hole with
a concrete slurry. All of the other borings were abandoned with compacted cuttings and capped with
concrete.
4.0 SAMPLING PROCEDURES
The soil samples were collected using a two and one-half inch diameter California splitspoon sampler
February 13, 1990
GROUNDWATER RESOURCES, INC.
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containing three six-inch brass sleeves. The
cores selected for analysis were sealed in the
sleeve with teflon lined plastic end-caps and
integrity tape. The samples were labeled,
chilled to 4 degrees Celsius and transported
to a S tate Certified Laboratory under a Chain
of Custody (Appendix B). All core samples
collected were logged by a OR! geologist
~e core-sampler was washed and rinsed
after each use to avoid cross contamination.
5.0 FINDINGS
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BORING
B-1
B-2
B-3
B-4
B-5
B-6
SAMPLE
GS-1
DEPTH
10
20
30
Table 1
TPH (ppm)
23
35
32
LEAD (ppm)
N)
N)
1 0 35 N)
15 45
10 44 N)
20 37 N)
30 30
10 ~ N)
15 30
10
20
30
37
49
40
N)
N)
./ All soil samples collected while boring~were
reported as having Total Petroleum Hydro-
carbon concentrations below 50 ppm with
the highest concentration reported at 49 ppm
and the lowest at 23 ppm (Appendix A). A
list of the TPH conscentrations reported can
b~ on Table 1. No detectãbië
amounts of Lead were reported in any of the
samples analyzed from the borings. During
the drilling of boring B-4, some oil stained
cuttings were' observed from a depth of ap-
proximately three to five feet. A soil sample at the five foot interval was not recovered, however the
sample at ten feet had a TPH level of 39 ppm. A sample was collected later with a hand auger at a
depth of five feet at the boring B-4 location. This sample was collected to confirm the presence and
concentration of TPH in the oil stained soil. This sample, designated GS-l was reported as having
6253 ppm TPH and 7.49 ppm Lead
10
1 5
N)
40
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7.49
The soils described while drilling were river alluvium with layers of silty sand and poorly to well
sorted sand. Gravely sand was generally observed at 35 feet with a cobble zone encountered at ap-
proximately 40 feet.
The depth to unconfined water at the site is reported in the Kern County Water Agency Water Supply
~eport, 1988, to be approximately 50 feet.
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6.0 CONCLUSIONS
The samples collected indicate that the soil beneath the two waste oil tanks has not been adversely
impacted. TPH con~e.mrationuanging-Jrom a minimum of 23 ppm to a maximum of 49 ppm are well
below the action levels set by the County 2 Since some oil stained soil was observed from three to five
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February 13, 1990 . GROUNDWATER RESOURCES, INC.
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feet in boring B-4, a leak, possibly in the line to the tank, may have occurred. Samples collected below
the stained interval, however, indicate that the soil has not been affected at depth.
7.0 RECOMMENDATIONS
In review of the data obtained from the borings, three alternatives are considered in the final closure
of the project.
7.1 No Action
The "no action" alternative would allow for the oil stained soil to remain in place and utilize natural
biodegradation to remove the hydrocarbons. The excavation site should be capped with concrete or
asphalt to prevent surface water from percolating through the stained soil and migrating to the water
table. It cannot be determined, from the data available, whether the local groundwater would be
impacted from the downward migration of any hydrocarbons contained in the stained soil. Therefore
the short term and long term risks cannot be determined at this time.
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7.2 Excavation and Bioremediation
With this remediation alternative, the small interval of oil stained soil, noted in boring B-4, would be
removed and treated on site utilizing the bioremediation techniques described below. The stained soil
would be excavated and stock piled on site. The soil should be spread on plastic in dimensions not
to exceed .5 feet in depth. The soil should be bermed to control run-off, and fenced to prevent
unauthorized entry. The soil should then be treated with nutrient fertilizers and bacterial cultures that
are specially adapted to degrade heavy petroleum hydrocarbons. The soil must be regularly turned and
watered to promote bacterial growth. The area should be covered with plastic during periods of heavy
precipitation. Verification samples should be collected and analyzed on a regular basis to determine
the clean-up progress. The excavation should be capped with an appropriate sealant such as concrete
or asphalt.
The short term health risk for this alternative would be from the dust produced during the excavation
operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site.
The soil should be treated until the samples collected verify that the hydrocarbon concentrations are
below the levels set by the Kern County Department of Environmental Health. The long tenn risk,
therefore, could be considered extremely low.
7.3 Excavation and Disposal
The oil stained soil, noted in boring B-4, could be removed and disposed of at a licensed TSD facility.
The removal of the soil will eliminate the only source of hydrocarbons found at the investigation site
and would eliminate the possibility of future migration of hydrocarbons downward toward the ground-
water. The excavation should then be capped with an appropriate sealant such as concrete or asphalt.
The short term health risk for this alternative would be from the dust produced during the excavation
operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site.
Since all of the impacted soil will be removed, no long tenn public health or environmental risk is
February 13, 1990
GROUNDWATER RESOURCES, INC.
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CITY OF BAKERSFIELD. Corporation Yardl_
anticipated at the site. However, since the impacted soil will only be relocated and not destroyed, a
long tenn health and environmental risk is possible at the disposal facility.
It is GRI's opinion that the soil should be allowed to degrade through natural biodegradation as
presented in section 7.1. This alternative presents a cost effective method of cleanup with minimal
risk to the public health and the environment
8.0 COSTS OF REMEDIATION
8.1 No Action
The cost that could be expected with the "No Action" alternative would be limited to the expence of
capping the excavation site with an appropriate seal such as asphalt or concrete. This cost may be
expected to be approximately $500-700.
8.2 Excavation and Bioremediation
With this remediation alternative, the cost for excavation and treatment of the soil could exceed
$2,300. This price does not include the cost to restore the site with concrete or asphalt.
8.3 Excavation and Disposal
The costs of excavation, transportation and disposal of the small amount of stained soil is expected to
be approximately $2,000. This is assuming that a maximum of one to two cubic yards of soil are to
be remòved. This price also does not include the cost for site restoration.
9.0 LIMITATIONS
This report was prepared for the exclusive use of the City of Bakersfield as it relates to the property
described. The discussion and conclusions presented in this report are based on:
- The test borings perfonned at this site.
-The observations of field personnel.
-The results of laboratory tests perfonned by BC Laboratory, Bakersfield, California.
-Our understanding of the regulations of Kern County.
Possible variations in the soil or groundwater conditions which may exist beyond the points explored
in this investigation might effect the validity of this report unless those variations or conditions come
to our attention and are reviewed and assimilated into the conclusions and recommendations of this
report. Also, changes in the hydrologic conditions found could occur with time due to variations in
rainfall, temperature, regional water usage, or other factors, any of which could effect this report.
February 13, 1990
GROUNDWATER RESOURCES, INC.
.
.
CITY OF BAKERSFIELD - Corporation Yari.
The services performed by GR! have been conducted in a manner consistent with the levels of care
and skill ordinarily exercised by professionals currently practicing under similar conditions in
California. The absence of contamination on or beneath the property cannot be guaranteed by this
report. GR! is not responsible for any contamination or hazardous material found on the property. No
other warranty expressed or implied, is made.
Respectfully submitted,
GROUNDWATER RESOURCES, INC.
I
~~
Timothy C. Reed
Project Geologist
February 13, 1990
~!?~
State Registered Geologist #720
GROUNDWATER RESOURCES, INC.
~YSES SAMPLE õ
.Q en
Lab Field i .- E 'w
ã) ~ ~ >- Q)
oS! In. "0
HOLEABANDONME Hnu - ,
>- U; SOIL DESCRIPTION
TPH :J: § CJ)
P.I.D. I- 0 cj
a.. z Õ u)
I w ;.¡;; .&: ~
ppm ppm Q :=
,
,
, ,
,', Cement
~, 7
',' 0 7
8-1-5 SM SAND- med brn, silty, vtn-crs
5 sand, damp, no odor, no stn (till)
5
23 0 5 8-1-10
4 &N SAND- It brn, tr silt, vfn-vcrs
sand, damp, no odor, no stn
0 8-1-1 5 SM SAND- mad brn, v silty, vfn-fn
Compacted sand, abd mica, damp, iron oxide
Cuttings stn, no odor
0 8-1-20
35 &N SAND- It brn, sitly, vtn-crs sand,
damp, no odor, no stn
0 8-1-25
SP SAND- It brn, tn-crs sand, damp,
no odor, no stn
32 0
8-1-30 SoN SAND- It brn, tn-vcrs wI ace tn
gravel, damp, no odor, no stn
8-1-35 GN GRAVEL- It brn, tn-vcrs sand wI
abd peb & cob, damp, no odor, no
stn (no recovery)
TD 40' No Recovery- Cobble Zone
~
--
SURFACE ELEVATION: 400 ft LOGGED BY: TCR
TOT AL DEPTH: 40 ft SUPERVISED BY: RJY
DATE DRILLED: 12·8·89 DIAMETER of BORINO: Eight Inch
WATER ENCOUNTERED AT: none encounterec11
GROUNDWATER RESOURCES, INC. LOCATION: PLATE
(805)835-7700 WEST SIDE TANK . CENTER 3
envl ronmentallgeotech nl cal services
PROJECT NUMBER: 78029 LOG OF BORING B-1 page 1 at 1
ÞL _YSES SAMPLE Õ
.c cD
Lab Field I - E 'iij
-
Q) ~ ~ >- Q)
.æ w "C
Hnu - I
HOLE ABANDONME >- en SOIL DESCRIPTION
TPH :I: 0:: æ.
P.I.D. I- ~ 0 Ù
a. Õ en
w ;¡¡; .J:: :i
ppm ppm c ==
, ,
,
, ,
,
, , Cement
,
, , 4
,
, ,
, 0 4
5 8-3-5 &N SAND- It brn, fn-crs sand, damp,
no odor, no stn (fill)
3
44 0 3 8-3-10
4 &N SAND- It brn, fn-crs sand, damp,
no odor, no stn (fill)
3
0 5 8-3-15 SAND·lt brn, med sand, damp,
Compacted 4 SP
Cuttings no odor,iron oxide stn
3
37 0 3 8-3-20
4 &N SAND-It brn, med-vcrs sand,
damp, no odor, no stn
5
0 7 8-3-25
&N SAND·lt brn, med-vcrs sand,
8 damp, no odor, no 5tn
0
30 8-3-30 &N SAND- It brn, fn-vcrs wI abd fn
TD 30' gravel, damp, no odor, no stn
50
SURFACE ELEVATION: 400 tt LOGGED BY: TCR
TOTAL DEPTH: 30 ft SUPERVISED BY: RJY
DATE DRILLED: 12-8-89 DIAMETER of BORING: Eight Inch
WATER ENCOUNTERED AT: none encountered
GROUNDWATER RESOURCES, INC. LOCATION: PLATE
(80S}83S-7700 EAST SIDE TANK - CENTER 5
emilronmental/geotech nl cal services
PROJECT NUMBER: 78029 . LOG OF BORING B-3 page 1 of 1
..... -
SAMPLE Õ
.D c»
i - E
Field - ïi)
j ~ ~ >- Q)
/I) "0
HOLE ABANDON MEN Hnu - I SOIL DESCRIPTION
:r: >- iii
C)
P.I.D. I- ~ 0 Ú
a.. z Õ iii
UJ ~ ..c: :i
ppm ppm c ==
r ','
, ,
,', Cement
,
, , 8
,
, ,
, 0 5
1'- 3 8-2-5 SM SAND- mad brn. v silty,fn-med
I sand. damp. no odor, no stn
\
Compacted 4
\ Cuttings 35 0 4 8-2-10
4 SP SAND- It brn. vfn-fn sand. damp,
no odor, no stn
10
I 45 0 8 8-2-15
I' 8 SM SAND- med brn, v silty vfn-fn
TD 15' sand, abd mica. damp, iron oxide
stn, no odor
SURFACE ELEVATION: 400 ft LOGGED BY: TCR
TOTAL DEPTH: 15 ft SUPERVISED BY: RJY
DATE DRILLED: 12·8·89 DIAMETER of BORING: Eight Inch
WATER ENCOUNTERED AT: none encountered
GROUNDWATER RESOURCES, INC. LOCATION: PLATE
(805)835-7700 WEST SIDE TANK . 5' SOUTH OF B· 4
envlronmental/geotech nl cat services
PROJECT NUMBER: 78029 LOG OF BORING B·2 page 1 of 1
SAMPLE Õ
.Q C)
Field ! - E ëii
-
() ~ I >- ()
g In 1:J
HOLE ABANDONMEN Hnu ft I
>- en SOIL DESCRIPTION
:I: C)
P.J.D. l1: ~ ::¡ 0 ú
z õ en
w ;¡: ~ :i
ppm ppm 0 ==
~,~
~ ~
, (Oil stained soil noted from 3' to 5')
~ ~
,
~ ~ 8
,
~ ~
, 0 8
~ ,
, 8-4-5 9N SAND· dk brn, silty, fn·crs
r . ~ ,
, 8
, , sand, damp, vtnt odor, no stn
,
,
, Cement (No Recovery)
~ , 6
,
~ ,
, 39 6
~ , 0 8-4-10
, 9N SAND· It brn, vfn-vcrs sand,
, 7
,
~ , damp, no odor, no stn
,
~ ,
,
~ , 3
,
, ,
, 30 0 5
10 8-4-15 SP SAND· It bm, tn-moo sand, abd
TD 15' mica, damp, no stn, no odor
SURFACE ELEVATION: 400 ft LOGGED BY: TCR
TOTAL DEPTH: 15 ft SUPERVISED BY: RJY
DATE DRILLED: 12·8·89 DIAMETER of BORING: Eight Inch
WATER ENCOUNTERED AT: none encountered
GROUNDWATER RESOURCES. INC. LOCATION: PLATE
(805)835-7700 EAST SIDE TANK· 8' NW OF B·3 6
envlronmental/geotech nl cal services
co LOG OF BORING B-4
PROJECT NUMBER: 78029 page 1 of 1
ANi-\1.YSES SAMPLE õ
i .0 C)
Lab Field ..... E ëi)
-
! ~ ~ >- Q)
I/) "C
Hnu ,
HOLE ABANDONME >- cñ SOIL DESCRIPTION
TPH ~ a: C)
P.I.D. ~ 0 c:i
a.. Õ cñ
UJ ~ .s::: ::i
ppm ppm c :!:
4
r - 0 4 8-5-5 SM SAND- dk brn, vfn-fn sand, v silty
r 8
damp, no odor, no stn
3
37 0 4 8-5-10
4 SoN SAND- It brn, vfn-crs sand, damp,
no odor, no stn
14
0 12 8-5-15 SAND-It brn, vfn-vcrs sand, damp,
12 SoN
Cement vfnt sweet odor, no stn
49 0 8-5-20
SoN SAND-It brn, vfn-vcrs sand, damp,
vfnt sweet odor, no stn
a
0 12 8-5-25
20 SoN SAN!;>-It brn, vfn-vcrs sand, damp,
no odor, no sty¡
40 0
8-5-30 SoN SAND- It brn, vfn-vcrs wI abd fn
TD 30' gravel, damp, no odor, no stn
SURFACE ELEVATION: 400 ft LOGGED BY: TCR
TOTAL DEPTH: 30 ft SUPERVISED BY: RJY
DATE DRILLED: 12·8-89 DIAMETER of BORING: Eight Inch
WATER ENCOUNTERED AT: none encount!'treo1
GROUNDWATER RESOURCES, INC. LOCATION: PLATE
(805)835-7700 EAST SIDE TANK . 5' SOUTH
envlronmental/geotech nl cal services OF 8·3 7
PROJECT NUMBER: 78029 LOG OF BORING B·5 page 1 of 1
SAMPLE Õ
..0 C)
Field I - E ëi)
j ;i ~ >- Q)
IJ -0
HOLE ABANDON MEN Hnu - ~ I
~ >- IJ SOIL DESCRIPTION
C)
P.I.D. ~ 0 Ù
Q. Õ cÞ
m w ~ .c ~
ppm ppm c ::
, ,
,
, ,
,
I . , , Cement
,
, , 5
,
,
, 0 5
8-6·5 SP SAND· It brn, fn sand, damp, no-
4 odor, iron oxide stn
Compacted 6
Cuttings 40 0 6 8-6·10
7 SP SAND- It brn, vfn-med sand, damp,
mica, no òdor, no stn
4
28 0 7 8-6-15 SM SAND· It brn, vfn-med sand, mica,
TO 15' 8 damp, iron oxide stn, no odor
~
SURFACE ELEVATION: 400 tt LOGGED BY: TCR
TOTAL DEPTH: 15 ft SUPERVISED BY: RJY
DATE DRILLED: 12-8-89 DIAMETER of BORING: Eight Inch
WATER ENCOUNTERED AT: none encountered
GROUNDWATER RESOURCES, INC. LOCATION: PLATE
(805)835-7700 WEST SIDE TANK· 8' NW OF B·1 8
envl ro nmental/geotech nl ca I services
PROJECT NUMBER: 78029 LOG OF BORING B·6 page 1 of 1
"----
ENVIRONMENTAL
. .
LABORATORIESJ INC.
CHEMICAL ANALYSIS
PETROLEUM
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
GROUNrWATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAIŒRSFIELD, CA 93389
Attn.: TI."'! REED . 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-1
Page 1
Sample Description: PROJECT #78029: B-I-I0 12/8/B9 @ 8:48
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Constituents Sample Results P.Q.L. Units Method Ref.
Lead None Detected 2.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 23. 10. mg/kg 418.1 2
Regulatory Criteria
STLC, mq/L TTLC, mg/kg
Consti tue..'1ts
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet) sample basis. Resul ts reported. represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TTLC = Total Threshold Limit Concentration
REFERENCES:
(1) "Test Methods for Evaluating Solid Wastes", SW 846 I July, 1982.
BY (ß·j¡"7~œJ. Analysis of Water and Wastes". EPA-600. 14-79-020.
J. j~ Eglirt
""-
ENVIRONMENTAL
. e
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
CHEMICAL ANALYSIS
PETROLEUM
G'iOUNI:WATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TI.?VI REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-2
Page 1
i Sample Description: PROJECT #78029: B-1-20 12/8/89 @ 8:59
I
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Consti tUe.I1ts Sample Results P.Q.L. Units Method. Ref._
Lead None Detected 2.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 35. 10. mg/kg 418.1 2
Constituents
ReQulatory Criteria
STLC, mq/L TTLC. mg/kg
Lead
5.0
1000.
Comme..'1t: All constituents reported above are in mg/kg (unless otherwise stated) I'n
an as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appropriate techniques to determi.."1e total levels.
P.Q.L.
= Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
= None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
= Insufficient Sample
N.D.
LS.
STLC
T'I'LC
= Soluble Threshold Limit Concentration
= Total Threshold Limit Concentration
P.EFERENCES:
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water a.'1d Wastes", EPA-600. 14-79-020.
iN t (j ~"..L
d E' '.' ~
. (/'. 9
·
_-
LABORATORIES, INC.
ENV/RONMENTAL
J. J. EGLIN, REG. CHEM. ENGR.
CHEM/CAL ANALYS/S
PETROLEUM
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
GROUNrWATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED' 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-4
Page 1
Sarrq;Üe Description: PROJECT #78029: B-2-10 12/8/89 @ 10:42
!
I
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Constituents Sample Results P.Q.L. Units Method Ref.
Lead Nonè Detected 2.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 35. 10. mg/kg 418.1 2
Constituents
Regulatory Criteria
STLC, mg/L TI'LC, mq/kg
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) ..n.
an as received (wet) sample basis. ReSul ts reported represent totals
(TTLC) as sample subjected to appropriate techniques to deterw~ß total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of ~~lyte detectable
based on sample size used and analytical technique employed.
N.D. = NO~ß Detected (Constituent, if present, would be less than the method P.Q.L.).
I.S. = Insufficient Sample
STLC :::: Soluble Threshold Limit Concentration
TILe = Total Threshold Limit Concel'1.tration
REFERENCES:
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY tl- .r¡ - ,é¿~
{/ J.(/J. E~
I
I
I
I
i
I
I.
.
.
LABORATORIES; INC.
ENVIRONMENTAL
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327·4911
CHEMICAL ANALYSIS
PETROLEUM
J. J. EGLIN, REG. CHEM. ENGR.
G~~OUNI:WATER RESOURCE INDUSTRIES
P. o. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-5
Page 1
Sample Description: PROJECT #78029: B-2-15 12/8/89 @ 10:45
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Co&)
Constituents
Sample Results
Method
P.Q.L.
Met.1wd
Ref~
Units
Total Petroleum Hydrocarbon
mg/kg
418.1
2
45.
10.
Constitue!:lts
Regulatory Criteria
STLC, mq/L TI'LC, mg/kg
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet) sample basis. Results reported represent totals
(TILC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentratil ,n
TTLC = Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
FN I: fl- ¿:~;V
. J1 Egl:it!
ENVIRONMENTAL
. ,.
"-
LABORATORIES, INC.
CHEMICAL ANALYSIS
¡
I
PETROLEUM
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
I
!
GROUNI::WATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-6
Page 1
Sample Description: PROJECT #78029: B-3-10 12/8/89 @ 11::;2
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Met..n.od
Consti tue..'1ts Sample Results P.Q.L. Units Metl'>.od Ref.
Lead None Detected 2.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 44. 10. mg/kg . 418.1- 2
Constituents
Regulatory Criteria
STLC, mg/L TTLC, mg/k'.r
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) ¡ In
an as received (wet) sample basis. Resul ts reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. :::: Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N.D. = None Detected (Constituent, if present, would be less than the method P.Q.L.).
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TTLC = Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
B'{ _ (J (J - '1-?-~~/
~41. EgI'
----
.
.-
LABORATORIES, INC.
ENVIRONMENTAL
J. J. EGLIN, REG. CHEM. ENGR.
CHEMICAL ANALYSIS
PETROLEUM
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
GROUNI:WATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURI'
BAKERSFIELD, CA 93389
Attn.: TLtv:I REED 835-7700
'Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9831-1
Page 1
! . Sample Description: PROJECT #18029: B-3-20 12/8/89 @ 12; 03
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Consti tuel'lts Sample Results P.Q.L. Units Method Ref.
Lead None Detected 2.5 mg/kg 6010 "" 1
Total Petroleum Hydrocarbon 37. 10. mg/kg 418.1 2
Regulatory Criteria
STLC, mg/L TI'LC, mg/kq
Consti tue.."lts
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical teclmique employed.
N. D. :::: None Detected (Constituent, if present. would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TTLC = Total Threshold Limit Concentration
REFERENCES:
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2-¡) "Me~~~/C.hemiCal Analysis of Water and Wastes", EPA-600, 14-79-020.
BY - [! - Cf?G~r/
-j -7
J. . Egl1Í?
~-
.
.
ENVIRONMENTAL
LABORATORIES, INC.
CHEMICAL ANALYSIS
PETROLEUM
J. J. EGLIN, REG, CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
GROtJNrWATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-8
Page 1
Sample Description: PROJECT #78029: B-3-30 12/8/89 @ 12:17
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
\.
Constituents
Sample Results
Method
P.Q.L.
Units
Method
Ref.
Total Petroleum Hydrocarbon
30.
10.
m;r/kg
418.1
2
Regulatory Criteria
S-rr....c, mgjL TILC, mgjkq
Constitue~ts
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
a.'1 as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appråpriate techniques to determirß total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectabJ¡~
based on sample size used and analytical technique employed.
N . D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Ir~ficient Sample
STLC = Soluble Threshold Limit Concentration
TTLC = Total Threshold Limit Concentration
REFERENCES:
(1) "Test Methods for Evaluating Solid WaStes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
~/1 t?/.
BY _ - .'/- ~ ç?C.' /
J. ri. Egl&i-~'"
\
\
i
I
'.
(,
.
ENVIRONMENTAL
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
CHEMICAL ANALYSIS
LABORATORIESJ INC.
PETROLEUM
J. J. EGLIN. REG. CHEM. ENGR.
GROUNrWATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-9
Page 1
Sample Description: PROJECT #78029: B-4-10 12/8/89 @ 11:?3
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Constituents Sample Results P.Q.L. Units Method Ref.
Lead None Detected. 2.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 39. 10. mg/kg 418.1 2
Constituents
Regulatory Criteria
STLC, mg/L TI'LC, mq/I<., r
Lead
5.0
1000.
Comment: All constitue11ts reported above are in mg/kg (unless ot.~rwise stated) on
an as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total leveJs.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N.D. = None Detected (Constituent, if present, would be less than the method P.Q.L.).
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TILC = Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes" I SW 846 I July I 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY /r~ .(1- ,4(:~~J
; 'J. 3< Eglip
:.
.
LABORATORIES, INC.
ENVIRONMENTAL
J. J. EGLIN, REG. CHEM. ENGR.
CHEMICAL ANALYSIS
PETROLEUM
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
GROUNI:WATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED· 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-10
Page 1
¡ . Sample Description: PROJECT #78029: B-4-15 12/8/89 @ 11: ~1
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
!
! .
Constituents
Sample Results
Method
P.Q.L.
Units
Met.'1od
Ref.
Total Petroleum Hydrocarbon
30.
10.
mg!kg
418.1
2
Constituents
Requlatory Criteria
STLC, mq/L ITLC, mg/kg
Comment: All constituents reported abOve are in mg!kg (unless otherwise stated) on
an as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N. D. = None Detected (Constituent, if present, would be less thar1 the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC :::: Soluble Threshold Limit Concentratil In
TILC :::: Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY r; {I-ç¿~~/
-æ ¡/. Egl~.tl
·
e
ENVIRONMENTAL
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
CHEMICAL ANALYSIS
PETROLEUM
Gf{OtJNI:MATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-11
Page 1
Sample Description: PROJECT #78029: B-5-10 12/8/89 @ 12:43
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Constituents Sample Results P.Q.L. Units Method Ref...
Lead None Detected 2.5 mg!kg 6010 1
Total Petroleum Hydrocarbon 37. 10. mg/kg 418.1 ?
Constituents
Requlatory Criteria
STLC, mq/L TTLC, mg/~.l
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otheIWise stated) <In
an as received (wet) sample basis. Resul ts reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. :::: Insufficient Sample
.STLC = Soluble Thresholq Limit Concentration
Tl'LC = Total Threshold Limit Concentration
REFERENCES :
(I) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY rJe fJ - ¿;t.;.;
J.0. EgJ{(n
ENVIRONMENTAL
. -
LABORATORIES, INC.
CHEMICAL ANALYSIS
PETROLEUM
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., . BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
G~,OUNJßlATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-12
Page 1
i *.
Sample Description: PROJECT #78029: B-5-20 12/8/89 @ 13:03
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
Constituents Sample Results P.Q.L. Units . Method M·_
Lead None Detected 3.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 49. 10. mg/kg 418.1 2
Constituents
Regulatory Criteria
STLC, mg/L 'ITLC, mg/1 '1
Lead
5.0
1000.
Comnient: All constituents reported above are in mg/kg (unless otherwise stated) ¡ ,11.
a.>1 as received (wet) sample basis. Resul ts reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = PTactical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
N. D. :::: None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TTLC = Total Threshold Limit Concentration
REFERENCES:
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
/J (J ff" .If'" .
BY ~ -~.. - -<:Çí'1..-·i-d
7'Z -.// ¡:;o 1- ...'/
v.J. ..4rf.: ....g ~
.
.
ENVIRONMENTAL
LABORATORIES, INC.
CHEMICAL ANALYSIS
PETROLEUM
J. J. EGL.IN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
(.¡'{OUNJ:::WATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-13
Page 1
Sample Description: PROJECT #78029: B-5-30 12/8/89 @ 13:20
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Constituents Sample Results
Method
P.Q.L.
Units
Method
Ref.
Total Petroleum Hydrocarbon 40.
10.
mg/kg
418.1
2
Constituents
~~latory Criteria
STLC, mq/L TTLC, mg/kg
Comment: All constituents reported above are in mg/kg (unless otherwise stated) on
an as received (wet) sample basis. Resul ts reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectabl,~
based on sample size used and analytical technique employed.
N . D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) .
I.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentratiun
TI'LC = Total Threshold Limit Concentration
RE...~CES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
/J /1 e../:.
BY ¿{ V -.(.c· _(/1./
í J. c/o Egl#
.
.
ENVIRONMENTAL
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
CHEMICAL ANALYSIS
PETROLEUM
I
I
G..-qO~TER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-14
Page 1
Sample Description: PROJECT #78029: B-6-10 12/8/89 @ 14: ::8
TOTAL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Method
COl"'.stituents Sample Results P.Q.L. Units Method Ref.
Lead None Detected 2.5 mg/kg 6010 1
Total Petroleum Hydrocarbon 28. 10. mg/kg 418.1 2
COl"'.sti tuents
Regulatory Criteria
STLC, mq/L TTLC, 1Ib.-,::, '\ ~¡
Lead
5.0
1000.
Comment: All constituents reported above are in mg/kg (unless otherwise stated) . if1
an as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appropriate techniques to determL~ total levels.
?Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable
æ,-.·,"1 on sample size used and analytical technique employed.
N.!). = None Detected (Constituent, if present, would "be less than the method P.Q.L.).
!.S. = Insufficient Sample
STLC = Soluble Threshold Limit Concentration
TTLC = Tot~~~esholdLmitC~centr~ion
REFERENCES:
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods Jor ~ical Analysis of Water and Wastes", EPA-600, 14-79-020..
BY R-.7 - <?~
(6. j? Egli!?
.
, \
.
LABORATORIES, INC.
ENVIRONMENTAL
J. J. EGLIN, REG. CHEM. ENGR.
CHEMICAL ANALrSIS
PETROLEUM
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
GROUNæATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn.: TIM REED 835-7700
Date Reported: 12/26/89
Date Received: 12/08/89
Laboratory No.: 9837-15
Page 1
Sample Description: PROJECT #78029: B-6-15 12/8/89 @ 14:31
'l'O'1.'AL CONTAMINANTS
(Title 22, Article II, California Administrative Code)
Constituents Sa~le Results
Method
P.Q.L.
Units
Method
Ref'
Total Petroleum Hydrocarbon 34.
10.
mg/kg
418.1
2
Constituents
Requlatory Criteria
STLC, mq/L Tl'LC, mg/kq
Conunent: All constituents reported above are i..'1. mg/kg (unless otÞ.erwise stated) on
an as received (wet) sample basis. Results reported represent totals
(TTLC) as sample subjected to appropriate techniques to determine total levels.
P.Q.L.
= Practical Quantitation Limit (refers to the least amount of analyte detectable
based on sample size used and analytical technique employed.
= None Detected (Constituent, if present, would be less than the met.~ P. Q. L. ) .
= Insufficient Sample
N.D:
1.S.
STLC
TILC
= Soluble Threshold Limit Concentration
= Total Threshold Limit Concentration
REFERENCES :
(1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982.
(2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020.
BY ¡ }1 -($~.:.I
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.
___ __, .J..~ ......ur..t.orle~
LABORATORIES. INC.
J. ". fGLlN. REO. CHEM. ¡HGR.
4100 PIERCE AD., PAKERSFIELD, CALIFORNIA 93308
92
CHEll/CAt ANAL rsJS
PHONE 327·4911
I'fTIWLEIJII
GROUNDWATER RESOURCE INDUSTRIES
P. O. BOX 9383
5400 ALDRIN COURT
BAKERSFIELD, CA 93389
Attn. 1 TIK REED 835-7700
Date R.portedl 02/14/90
Date Received: 02/05/90
LaÞorAtory No.: 1067-1
hge
1
sample Descriptionl PROJECT 1780291 GS-1 Ø-4, 2/5/90 @ lS~13, SAMPLE COLLRCTED BY: ~IM
REED
I
¡
¡
TOTAL CONTAMINANTS
(Title 22, Article II, CaliforniA Administrative Code)
Method
Constituent, Bamøle Results ~.O.L. Vnitø Method futL.
Lead 1.49 2.5 lng/kg 6010 1
Total Petroleum Hydrocarbon 6253. 10. mq/kg 418.1 2
Constituents
~eQulatorv Crlteri~
STLC( maIL TTLC, mg/kg
Lead
5.0
1000. 0
P.O.L. ·
All constituents reported above are in lng/kg (unless otherwise stated) on
an as received (Wðt) sample baaie. ReBults reported repreBBnt totals
(TTLC) &8 sample subjected to appropriate techniquBB to de~ermine total levels.
Practical Ouantitation Limit (refer» to the leael amount of analyte detectable
based on sample ølze u8ed and analytical technique employed.
Hone Detected (Constituent, if present, would be leso than the method P.Q.L.).
Insufficient SAmple
Comment I
N.D~ ·
1.s. ·
STLC · Soluble ~hr8ahold Limit Concentration
TTLC - Total Threehold J..imlt Concentration
REFERENCJtS :
(1) ftTeBt Kethods for Evaluating Solid Waøteøh, SW 846, July, 1982.
(2) -Methode or Chemical Analysis of Water and Waøteø", EPA-600, 14-79-020.
BY
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groundwater resources, inc.
,.,...-"., CHAI N OF CUSTODY RECORD
--'
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540Õ Â 1 dÌ"in 'Coúrí- t
Bakersf1eld, Ca11fornia 93313' ~
Telephone: (805) 835-77DO . ~
Tele-Fax: (805) 835-7717 r
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LAB DESTINATION: PROJECT NUMBER:_L~Q17__;- PROJECT CO NT ACT: '1JPI t?{£~
Be ¿Ms P .0. N UM BE R_.J..~~Q_______
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NUMBER NUMBER DATE TIME SAMPLE LOCATION uo REQUESTED TYPE TYPE
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SPECIAL INSTRUCTIONS:______________________________________________________________________
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.
PO S SIB L E 5 AM PL E H AZ ARDS :_____________________________________________________________._____
RelInquished by/J: ~¿,___ Date/Time: It-f-;;!.'!!! Received by: Ä~t fJ"kk- Date/Tlme: 1'2/" 'L'-HpM i-
Re 1 i nqu1 shed by: Date/T1me: Rece1ved by: Date/T1me:
Relinquished by:
Relinquished by:
-CR (Rev. 10/89)
Date/T1me:
Rece 1ved by:
Date/Time:
----
Date/T1me: ___ Received by:
WHITE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE LOG
Date/Time:
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groundwater resources) 1 nc.
,.,.,
CHAI N OF CUSTODY RECORD
5400 AldrIn Court
Bakersfield, Ca1ffornfa 935 J 3
Telephone: (805) 835-7700
Tele-Fax: (805) 835-7717
I'
LAB DESTI NA TlON: PROJECT NUMBER:.7J!'l.1____ . -71H «CEO
PROJECT CONTACT:
f3C P.O. NUMBER__________
SA~~~~.re) Zt-
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lAB SAM P L E za: ANALYSIS SAM P l E CONT A'I NER
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NUMBER NUMBER TIME SAMPLE LOCATION Wo REQUESTED TYPE TYPE -
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SPECIAL INSTRUCTIONS:
P~SS I BlE SAMPLE HAZARDS:
1. RelInquIshed by:&M-
1. RelInquIshed by:
1. RelInquIshed by:
1. RelInquIshed by:
CCR (Rev. I n/A9)
Date/TIme: ZS-~'v/ ReceIved bydo ""'" rrYJ" C..J..;¿:, DatelTtme: '¡''/:!O t..6.ð
Date/TIme: . ReceIved by:· Date/TIme:
Date/TIme: ReceIved by:
Date/TIme: ReceIved by:
Date/T1me:
Date/TIme:
VII-IITE: LABORATnpy PINK'·. f()R ~I! ~ vrrr ()W· SAMPI ~! ()(;
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I ~roundwater ·resources inc.
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SAM P L I N G PRO Toe 0 L
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groundwater resources inc.
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\.. TEST BORING PROCEDURES
I. Soil Sampling Protocol
The fo 11 owi ng are procedures for soi 1 samp 1 i ng ope rat ions ut i 1 i zing
the hollow stem auger drilling technique.
A. Hollow Stem Auger
1. Soil borings drilled by the hollow stem auger
utilize continuous flight hollow stem augers.
i
! -
2.
Augers, samplers and all downhole equipment are
steam cleaned prior to use. In the field steam
cleaning is done betwe~n borings to minimize the
potential for cross-contamination.
3. A G.R.I. geologist observes the work, visually logs
the soils, and collects samples at appropriate
intervals.
4. The Unified Soils Classification System is utilized
to classify soi 1 s encountered. Add it i ona 1
geological observations are noted as appropriate.
5. Soil samples destined for laboratory analysis are
co 11 ected by a mod if i ed Cali forn i a Sp 1 it Spoon.
This sampler uses three, six inch long, by two and
one-half inch diameter (o.d.) tubes.
Various tubes can be uti 1 i zed to accommodate the
type of analysis necessary:
Brass
All organics and general analyses (not to be
used for copper or zinc analysis)
Stainless Steel
All organics and metals analyses for copper and
zinc (not to be used for chrome or nickel
analyses)
Plastic
All metals analyses (not to be used for
organics)
í\
groundwater resources inc.
.,-v
.
.
TEST BORING PROCEDURES
(conti nued)'
6. The tubes are cleaned and prepared in the G. R . I .
laboratory. Tubes are scrubbed, inside and outside,
with a brush ,and TSP, rinsed, dried, and packed in
clean containers with seals. Tubes are del ivered
to the drilling site in these closed containers to
preserve the state of cleanliness.
7. After the sample(s) have been removed from the
sampler, the sampler is completely disassembled and
scrubbed in TSP and tap water. It is then rinsed
in clean tapwater and reassembled with three clean
tubes.
8. Dirty tubes are field washed in TSP solution, rinsed
with water, and reused.
9. The sampler is driven by a 140 pound hammer with a
30 inch free fall. Blow counts are recorded as
number of blows per inch of drive.
10. The samp 1 er is dri ven 18 inches at each samp 1 i ng
interval. The first (or lowest) tube is generally
retained as the sample for analysis. The other two
tubes are retained for back-up or split samples.
11. A sand catcher is used in the sampler where loose
soils are anticipated. This will prevent the soil
from falling out of the sampler.
12. After retrieval, the sample is visually logged and
immediately sealed with aluminum foil lined caps,
labeled, and chilled. Clean ice chests and chemical
ice ("blue ice") are used to keep the samples cold
until delivered to the chemical laboratory. Teflon
seals are also available for field samples.
13. Samp 1 es are de 1 i vered to the 1 aboratory the same day
they are taken, if phys i ca 11 y poss i b 1 e. If the
samples must be held until the next day, they are
kept frozen in a secure freezer at the G.R.I.
facility.
14. Sample control is maintained by a Chain of Custody
form which accompanies the sample. The form
documents the time, date, and responsible person
during each step in the transportation process.
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groundwater resources inc.
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I MONITORING WELL SAMPLING PROTOCOL
I .
I
II. Groundwater Sampling
\
A. All equipment that is used in a monitoring well for
purg i ng, samp 1 i ng, or depth measurement is decontami nated
by steam cleaning or a TSP wash and rinse procedure prior
to use and before re-using when more than ohe sample is
.' co 11 ected .
B. Purge Volume Determination
The following procedure is followed to determine the
appropriate purging volume prior to well sampling.
1 . The depth-to-water is measured by a clean, electric
level indicator. Measurement datum is the top of
well protector.
2. Depth to the bottom of the well is measured by a
clean tape and plumb bob. If possible, this is
compared to the well construction log to determine
i ncons i stenc i es, i. e. damaged cas i ng, sed i ment in
casing, etc.
3. Water volume is calculated by using the total water
depth and the inside diameter of the casing.
C. Well Purging and Sampling
1. Prior to sampling, a minimum of three to five well
volumes are purged from. each well to ensure that
water sampled is representative of the groundwater
within the formation.
2. Measurements of pH, conduct i vi ty and temperature are
taken at frequent intervals during the purge.
Stabilization of these values indicates that
representative formation fluids are being removed
from the well.
3. In' the event that the well is pumped dry, and
alternate procedure will be followed. Once a well
is pumped dry, the water that enters the well during
recovery is, by def in; t; on, representat; ve format ion
water. The well will, therefore, be pumped dry and
allowed to recover to 80% or more of the original
water 1 eve 1 .
I~~
I ~oundwater resources Inc.
,
.
MONITORING WELL SAMPLING PROTOCOL
(continued)
I·
¡
I
4.
Purge water is pumped directly into barrels on site
until the proper method of disposal is determined.
5. Samples are pumped or poured from a bai ler into
sampling bottles prepared by a state certified
laboratory contracted for the particular job and
placed in refrigerated coolers for transport to the
laboratory.
6.
Samples are delivered by courier, directly to·the
1 ab on the same day of samp 1 i ng, whenever pract i ca 1 .
If next day delivery is necessary, the samples are
kept refrigerated at 4 degrees Celsius overnight and
delivered to the laboratory the following morning.
þ
7. Samples are accompanied by a Chain of Custody form
which documents the time, date and responsible
person during each step of the transportation
process.
a. The G. R. 1. coded sample numbering system all ows
identification of sample and client to G.R.I., while
not revealing the client to anyone else.
'I· ~
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I groundwater resources inc.
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SAM P L I N G PRO Toe 0 L
1\ ."
groundw.ater resources inc.
WJï
.
"\
.
TEST BORING PROCEDURES
I. Soil Sampling Protocol
The following are procedures for soil sampling operations utilizing
the hollow stem auger drilling technique.
: A. Hollow Stem Auger
1. Soil borings drilled by the hollow stem auger
utilize continuous flight hollow stem augers.
2.
Augers, samplers and all downhole equipment are
steam cleaned prior to use. In the field steam
cleaning is done between borings to minimize the
potential for cross-contamination.
3. A G.R.I. geologist observes the work, visually logs
the soils, and collects samples at appropriate
intervals.
4. The Unified Soils Classification System is utilized
to classify soi ls encountered. Additional
geological observations are noted as appropriate.
5. Soil samples destined for laboratory analysis are
collected by a modified California Split Spoon.
This sampler uses three, six inch long, by two and
one-half inch diameter (o.d.) tubes.
Varibus tubes can be uti 1 i zed to accommodate the
type of analysis necessary:
Brass
All organics and general analyses (not to be
used for copper or zinc analysis)
Stainless Steel
A 11 organ i cs and meta 1 sana 1 yses for copper and
zinc (not to be used for chrome or nickel
analyses)
Plastic
All metals analyses (not to be used for
organics)
r .' "
1\ .
i groundw~ter resources inc.
IWJV
i
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.
\
.
TEST BORING PROCEDURES
(continued)
6. The tubes are cleaned and prepared in the G.R. I.
laboratory. Tubes are scrubbed, inside and outside,
with a brush and TSP, rinsed, dried, and packed in
clean containers with seals. Tubes are del ivered
to the drilling site in these closed containers to
preserve the state of cleanliness.
7. After the sample(s) have been removed from the
sampler, the sampler is completely disassembled and
scrubbed in TSP and tap water. It is then rinsed
in clean tapwater and reassembled with three clean
tubes.
8. Dirty tubes are field washed in TSP solution, rinsed
with water, and reused.
9. The sampler is driven by a 140 pound hammer with a
30 inch free fall. Blow counts are recorded as
number of blows per inch of drive.
10. The sampler is driven 18 inches at each sampling
interval. The first (or lowest) tube is generally
retained as the sample for analysis. The other two
tubes are retained for back-up or split samples.
11. A sand catcher is used in the sampler where loose
soils are anticipated. This will prevent the soil
from falling out of the sampler.
12. After retrieval, the sample is visually logged and
immediately sealed with aluminum foi 1 1 ined caps,
labeled, and chilled. Clean ice chests and chemical
ice ("blue ice") are used to keep the samples cold
until delivered to the chemical laboratory. Teflon
seals are also available for field samples.
13. Samples are delivered to the laboratory the same day
they are taken, if phys i ca 11 y poss i b 1 e. If the
samples must be held until the next day, they are
kept frozen in a secure freezer at the G.R.I.
facility.
14. Sample control is maintained by a Chain of Custody
form which accompanies the sample. The form
documents the time, date, and respons i b 1 e person
during each step in the transportation process.
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MONITORING WELL SAMPLING PROTOCOL
II. Groundwater Sampling
A.
All equipment that is used in a monitoring well for
purging, sampl ing, or depth measurement is decontaminated
by steam cleaning or a TSP wash and rinse procedure prior
to use and before re-using when more than one sample is
collected.
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B. Purge Volume Determination
The following procedure is followed to determine the
appropriate purging volume prior to well sampling.
1 . The depth-to-water is measured by a clean, electric
level indicator. Measurement datum is the top of
well protector.
2. Depth to the bottom of the well is measured by a
clean tape and plumb bob. If poss i b 1 e , th i s is
compared to the well construction log to determine
inconsistencies, i.e. damaged casing, sediment in
casing, etc.
3. Water volume is calculated by using the total water
depth and the inside diameter of the casing.
c. Well Purging and Sampling
1. Prior to sampling, a minimum of three to five well
volumes are purged from each well to ensure that
water sampled is representative of the groundwater
within the formation.
2.
Meas\,.lrements of pH, conduct i vi ty and temperature are
taken at frequent intervals during the purge.
Stabilization of these values indicates that
representative formation fluids are being removed
from the well.
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3. In the event that the we 11 is pumped dry, and
alternate procedure will be followed. Once a well
is pumped dry, the water that enters the well during
recovery is, by def in it ion, representative formation
water. The well will, therefore, be pumped dry and
allowed to recover to 80% or more of the original
water level.
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MONITORING WELL SAMPLING PROTOCOL
(continued)
4. Purge water is pumped directly into barrels on site
until the proper method of disposal is determined.
5. Samples are pumped or poured from a bai ler into
sampling bottles prepared by a state certified
laboratory contracted for the particular job and
placed in refrigerated coolers for transport to the
laboratory.
6. Samples are delivered by courier, directly to the
1 ab on the same day of samp 1 i ng, whenever pract i ca 1 .
If next day delivery is necessary, the samples are
kept refrigerated at 4 degrees Celsius overnight and
delivered to the laboratory the following morning.
7. Samples are accompanied by a Chain of Custody form
which documents the time, date and responsible
person during each step of the transportation
process.
8. The G.R.I. coded sample numbering system allows
identification of sample and client to G.R.I., while
not revealing the client to anyone else.