HomeMy WebLinkAboutUNDERGROUND TANK-C-12/18/89
GARY J. WIC:KS
Agency Director
(805) 881·3502
STEVE McCAL.LEY
Director
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2700 M Street. Suite 300
Bakersfield. CA 93301
Telephone (805) 881·3838
Telecopler (805) H1·3429
RESOURCE
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AGENCY
December 18, 1989
Mr. James Curran
Sandstone, Inc.
P. O. Box 866
Bakersfield, CA 93302
Deal~ Mr. Curran:
SUB~JECT:
Location
Known As
Permit #
300 E. Truxtun Avenue, Bakersfield, CA
Sandstone
150005
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 Horni a Health and Safety Code or Water Code for past, present, or future
opel~ations 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 poll ut i on or nu i sance or otherwi se pose a threat to water
quality or public health.
Add"itiona1ly, be advised that changes in the present or proposed use of the site
may require further site characterization and mitigation activity. It is the
property owner IS respons i b i1 ity to not ify th i s 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
(80S) 861-3636.
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prouram Manager
Env'ironmental Health Services Department
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GARY J. WIICKS
Agency Dlntctor
(805) 861·~1502
STEVE McC~LLEY
Olrectol'
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DEPART
2700 M Street, Suite 300
Ø8ke"fleld, CA 93301
Telephone (805) 881-3838
Telecopler (805) 861-3429
RESOURCE
ENT
AGENCY
November 27, 1989
James Curran
Sandstone, Inc.
P.O. Box 866
Bakersfield, CA 93302
Subject:
Addendum to Site Characterization Report
for Sandstone Equipment (corporate) yard,
E. Truxtun Avenue, Bakersfield, CA
Dear Mr. Curran:
The subject report, prepared by Thorne Environmental, has been reviewed
by this Department. The report indicated the presence of gasoline contamination
to a depth of 50 feet.
Thorne Environmental recommended the "no-action" alternative for this site.
Based on all the information that Thorne submitted for this site, this Department
approves of the "no-action" alternative. As part of this alternative, it is required
that the site be capped/paved.
Please notify this office after the paving/capping is completed in order to
arrange for an inspection.
If you have any questions regarding this matter, please call me at (805)
861-3636.
Sincerely,
Vol ~ Go~
Dolores Gough
Hazardous Materials Specialist
Hazardous Materials Management Program
DG:cd
cc: Barbara Minette, Thorne Environmental
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November 17, 1989
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N[s. Dolores Góûgh ," ,
Kern County'Depar,tment of
Environmental Health Services
2700 M Street,' Suite 300
Bakersfield, CA 93301
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Subject:
Addendum to Report of Findings at the Sandstone, Inc., Corporate Yard
Site.
Dear Dolores:
Attached is a summary of our activities and results associated with the advancement of
a soil boring at the above site.
If you have any questions regarding this please contact me at 326-0492.
Sincerely,
Thorne Environmental
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Barbara Minette
Project Hydrogeologist
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4570 California Avenue, Suite 200 · Bakersfield, California 93309 · (805) 326-0492
"Treatment by Design"
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2700 M Street. Suite 300
Baker.neld. CA 93301
Telepholftl (805) 861-3636
_Telecopler (805) 861-3429
GARY J, WU:KS
Agency Dlre,:tor
(805) 861-3!i02
STEVE McCALLEY
Olrector
AGENCY
October 11, 1989
Mr. James Curran
Sandstone, Inc.
P.O. Box 866
Bakersfield, CA 93302
Su b ject:
Site Characterization Report for Sandstone Equipment and Rental Yards, E.
Truxtun Avenue, Bakersfield, CA
Dear Mr. Curran:
The site characterization report prepared by Thorne Environmental for the subject site has been
reviewed by this Department. The report presented the following information:
1. Analytical results for samples taken at the equipment yard indicate the presence of gasoline
contamination below the previous location of tank # 5 (south end).
2. Diesel contamination (70 ppm TPH-Diesel) was detected at a depth of 15 feet in one of
the borings drilled at the Rental Yard.
3. Two of the borings at the Rental Yard were advanced to 56.5 feet. No perched
groundwater was encountered.
Thorne Environmental recommended the "no-action" alternative to remediate this site. This
Department approves the no-action alternative only for the Rental Yard area at this time.
An additional boring shall be drilled by C-2 (9A & B) at the Equipment Yard to verify the
vertical extent of gasoline contamination. A determination of the status of "no-action" or other
remediation alternatives shall be made upon the completion of the additional boring.
If you have any questions regarding this matter, please call me at (805) 861-3636.
Sincerely,
ÐolfFÝ~ Go~~
Dolores Gough
Hazardous Materials Specialist
Hazardous Materials Management Program
DG:cd
cc: Barbara Minette, Thorne Environmental
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e COUNTY OF KERN e'
Environmental Health Services Department
2700 "M" Street, Suite 300
ElakersOeld, CA 93301
(.8OS) 861-3636
(.8OS) 861·3429 Fu Number
James Curran
Sandstone, Inc.
P.O. Box 866
Bakersfield, CA 93302
SUBJECT:
Location
Known As
PERMIT #
300 E. Truxtun Avenue
Sandstone
150005
Dear Mr. Curran:
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 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 inunediately contact me at (805) 861-
3636.
Sincerely,
~~ ~vm(þ'Yì
/} - Janis Lehman
Hazardous Materials Specialist
Hazardous Materials Management Program
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2700 M Slreel, Sulle 300
Blkennlld. CA 93301
Telephone (805) 881-3838
Telecople, (80S) 861-3429
GARY J. WIC:KS
Agency Dlrel:lor
(80S) 861-3!i02
STEVE McCALLEY
Dlreclor
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AGENCY
August 4, 1989
Sandstone, Inc.
ATIN: James Curran
P. O. Box 866
Bakersfield, California 93302
Subject:
Underground Tank Site Assessment Workplan for Sandstone Corporate Equipment
and Rental Yards, E. Truxtun Avenue, Bakersfield, California
Dear Mr. Curran:
This Department has reviewed the site assessment workplan prepared by Thorne
Environmental for the subject site. In addition to the work described in the proposal, this
Department requires that one of the soil borings by the Rental Yard be advanced to 50' in order
to verify the presence/absence of perched groundwater at the site.
Please (1) specify the lab that win do the analysis and (2) notify this office 48 hours prior
to implementing the workplan. If any further work is required to define the full extent of
contamination, an addendum to this workplan must be submitted to this Department for approval.
After all the samples have been retrieved and analyzed, a final report prepared per Kern
County Handbook UT-3t)(Attachment A) guidelines must be submitted to this office within 30
days.
If you have any questions regarding tlùs matter, please call me at (805) 861-3636.
Sincerely,
'Do Irru Go ~
Dolores Gough1
Hazardous Materials Specialist
Hazardous Materials Management Program
DG:cas
cc: Barbara Minette, Thorne Environmental
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PERMIT #:
, Truxtun Avenue
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Dear Mr. James Curran:
This letter is an official notice to inform you
has been determined by Kern County Environment
unauthorized release of hazardous materials from
notiCE! is sent to you because our records indicate
for this property.
As a responsible party. you must provide for all studies and work relating to the
above desc~ibed p~operty 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 dett!rmination of the threat to the environment as a ~esul t 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
REVIE~i 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 ~ontractors qualified to perform
this ~~ork. a glossary of terms. example illustrations. and a section discussing the
answers to commonly asked questions.
The cost incurred by Kern County Environmental Health for the oversight of the work
for the site characterization. feasibility study. remediation action plan. site
remedJlation. and ongoing monitoring is not covered by any fees or permits. These costs
are r4!covered by Kern County Environmental Health in one of the two ways described
below.. It is your responsibility to select the method of oversight cost recovery under
the te!rms of the (A) State contract or (B) County of Kern Local Agreement Option. These
options ONLY pertain to costs associated with oversight.
(A) 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
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REPORT OF SOIL INVESTIGATION
AT SANDSTONE, INC.
RENTAL YARD AND CORPORATE
YARD SITES, E. TRUXTUN AVENUE,
BAKERSFIELD, CALIFORNIA
PRESENTED TO:
SANDSTONE, INC.
PRESENTED BY:
THORNE ENVIRONMENTAL
SEPTEMBER 1989
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TABLE OF CONTENTS
Page
1.0 Executive Summary 1
2.0 Project Background 2
3.0 Equipment Rental Yard Soil Assessment 2
3.1 Soil Borings 2
3.2 Soil Sampling 3
3.3 Field Screening of Soil Samples 3
3.4 Analytical Results--Equipment Rental Yard 3
4.0 Corporate Yard Site Assessment 3
4.1 Soil Sampling 3
4.2 Analytical Results--Corporate Yard 4
5.0 Site Geology 4
6.0 Conclusions 4
7.0 Recommendations 4
8.0 Limitations 5
9.0 Signatures 5
Exhibits
Tables
Appendix A
Appendix B
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1,,0 EXECUTIVE SUMMARY
III July, 1989, Sandstone, Inc. contracted with Thome Environmental topeñorm site
characterizations at two locations on their East Truxtun Avenue facility (EXhibit 1). :The
two sites are Sandstone's equipment rental yard and corporate_. 'yard The
characterizations were performed to assess the extent of hydrocarbon impaction in the
areas where a total of seven underground fuel storage tanks had been removed. Soil
s~LIIlples collected during the tank removals (per Kern County UT-30 requirements) were
analyzed for total petroleum hydrocarbons (TPH) and volatile aromatics (BTXE).
Analysis of the samples indicated impaction had occurred from gasoline at the corporate
yard and diesel at the rental yard. The LUFf Manual guidance document rècommended
concentrations of TPH as gasoline and xylene in soil were exceeded at the corporate
y~Lrd. The recommended guidelines for levels of TPH as diesel, benzene, toluene and
xylene were exceeded at the rental yard.
Thome's site characterization at the rental yard included advancing four soil borings, soil
sampling using a drive sampler, and laboratory analyses for TPH as diesel and the
volatile aromatic fractions benzene, toluene, xylene and ethylbenzene (BTXE). The four
soil borings were advanced to depths ranging from 26.5 to 56.5 feet to evaluate the
lateral and vertical extent of diesel contamination. One of the borings was advanced
through the area where high levels of diesel (greater than 13,000 ppm) were detected in
soil samples collected during the tank removal. A total of 33 soil samples were collected
at the rental yard and ten were selected for chemical analyses. Only one of the ten
samples analyzed contained a detectable concentration of TPH (70 ppm) and BTXE was
not detected in any of the samples.
Soil samples were collected at the Sandstone corporate yard using an extend-a-hoe to
eXlcavate to a depth of twenty feet below the surface. Brass tubes were used to remove
soil! samples directly from the backhoe bucket and were immediately capped and sealed.
Six samples were collected and all were shipped to Med- Tox Associates Laboratories and
analyzed for TPH as gasoline and BTXE. Results of laboratory analyses indicated
maximum TPH as gasoline levels of 130 ppm in two samples.
The Quaternary alluvial sediments encountered were composed of very fine to coarse-
grained sands with interbedded silt and clay stringers. Perched water was not
em:ountered in any of the soil borings. The depth to the unconfined aquifer is
approximately 200 feet (Kern County Water Agency "Water Supply Report", May, 1988).
The site characteristics observed at the two Sandstone sites produce a score of 49 points
ea<:h using the LUFf Manual leaching potential risk analysis parameters. This score
implies low potential for either fuel to threaten groundwater.
Remedial options available for implementation at the site are: excavation and disposal,
in-situ volatilization (corporate yard) or on-site bioremediation (rental yard), and no
action. Thome Environmental recommends a course of no action due to the high LUff
Manual risk analysis scores.
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2.0 PRO.JECf BACKGROUND
Seven underground storage tanks containing gasoline and diesel were removed by Thome
En'vironmental in March, 1989, from two facilities operated by Sandstone, Inc. (Exhibit
1). Four of the tanks were removed from the equipment rental yard and three from the
corporate yard site. Work was performed under Permit number A864-15 (dated February
27, 1989) issued by Kern County Environmental Health Services Department Laboratory
amùyses of soil samples collected during the tank removal revealed TPH as diesel in
excess of 13,000 ppm at a depth of six feet in the tank area at the rental yard. LUFf
recommended concentrations of benzene, toluene and xylene were also exceeded. The
former locations of the tanks and results of the laboratory analyses performed on the soil
samples collected during tank removal are shown on Exhibit 2.
Analyses of soil from the corporate yard during tank removal yielded 1,400 ppm TPH
as gasoline and 59 ppm xylene in a 2-foot sample (#01502) and 110 ppm diesel in a 6-
foot sample (#01513). The concentration of TPH as gasoline and xylene exceed
recommended LUFf Manual guidelines for these compounds. Samples collected from
a depth of six feet yielded laboratory results below 15 ppm TPH as gasoline. Former
tank locations and laboratory results are shown in Exhibit 3. Because of the apparent
limited nature of contamination at the corporate yard a full site assessment was not
required by Kern County Environmental Health Services Department. The KCDHS
agn:ed to soil sampling at 15 and twenty feet below surface using an extend-a-hoe to
excavate.
A formal site assessment was required at the rental yard to establish both lateral and
vertical limits of diesel contamination. This was accomplished by advancing four
exploratory soil borings and collecting soil samples for field and lab analysis.
In June, 1989, Thome Environmental presented a workplan to Kern County
Environmental Health Department to assess the lateral and vertical extent of soil
impaction at the two sites. After County approval of the workplan Thorne
Environmental proceeded to advance the borings and collect soil samples in the proposed
locations.
3.0 EOUIPMENT RENTAL YARD SOIL ASSESSMENT
3.1 SOIL BORINGS
The old tank excavation pit (approximately IS-feet in depth) was lined with visquene
and back-filled with clean fill material. On August 15, 1989 work began on the fIrst of
four borings advanced. The borings were denoted B-1, B-2, B-3 and B-4, and were
located to fully assess the lateral and vertical extent of diesel contamination (Exhibit 4).
The borings ranged in depth from 26.5 to 56.5 feet and were advanced using a Mobile
B-53 drilling rig equipped with 8-inch O.D. hollow-stem continuous flight augers in
accordance with ASTM Methods D 1452-80 for soil investigations and sampling by auger
borings. The augers were steam cleaned prior to drilling each boring. No signifIcant
petroleum odor or staining was noted in any of the borings.
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3,,2 SOIL SAMPLING
Soil samples were collected at 5-foot intervals to total depth using· a:;drlve ~ler
containing three 6-inch brass tubes. The middle tube was immediately capped, labeled,
sealed and shipped to Med-Tox Associates Laboratories (a California State Certified
Laboratory), Pleasant Hill, California, in an insulated container at 4° C. A total of 33
s~lIDples were shipped under proper Chain of Custody procedures to ensure traceability.
3.3 FIELD SCREENING OF SOIL SAMPLES
The top tube was emptied into a ,mason jar, shaken and allowed to' stand for
approximately 15 minutes. A headspace reading was recorded using a photoinoization
d(~tector (PID) with a 10.0 eV lamp to determine the presence of hydrocarbon vapors.
The bottom tube was examined for lithology and classified according to the Unified Soil
CJlassification System (USCS). Field data collected includes blow counts per foot of
sample, PID readings and lithology. This data was recorded on field boring logs and
input to a computer. Copies of the computer-generated boring logs are contained in
Appendix A along with a key to the USCS abbreviations. All of the soil removed from
the borings remains contained in barrels on site awaiting proper disposal according to
analytical results. The borings were backfilled to surface with a neat cement grout.
3.4 ANALYTICAL RESULTS -- EOUIPMENT RENTAL YARD
Te:n of the 33 samples were analyzed for total petroleum hydrocarbons (TPH) as diesel
(EP A Method 8015 modified) and benzene, toluene, xylene and ethylbenzene (BTXE)
us:ing EP A Method 8020. Standard 2-week holding periods were observed. Significant
laboratory results are shown on Exhibit 4 and complete results and associated Chain of
Custody forms are contained in Appendix B. TPH as diesel was detected at 70 ppm in
one sample collected at 15 feet in B-1. Diesel was not detected in any other sample.
No detectable BTXE was reported in the samples analyzed.
4.0 CORPORATE YARD SOIL ASSESSMENT
4.1 SOIL SAMPLING
As stated earlier in this report, initial soil samples collected during the tank removal
indicated relatively low levels of gasoline contamination that attenuated with depth;
however, the County required additional soil sampling to assess the extent of
contamination. The additional samples were collected using an extend-a-hoe capable of
reaching an additional 10 feet below the 10 foot tank excavation thus allowing a fmal
sample depth of 20 feet. Samples were collected at 15 feet in 2 two locations and 20
feet in four locations for a total of six. The locations of the samples and significant
results are shown in Exhibit 5. The soil samples were collected from the extend-a-hoe
bu<:ket by pushing brass sample tubes into the soil and filling the tubes to capacity
leaving no headspace. The tubes were immediately capped, labeled, sealed and placed
in an iced cooler. They were shipped immediately to Med- Tox Associates Laboratories
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(JPleasant Hill, California) for analyses. Proper Chain of Custody procedures were
followed. Soil in the bucket was routinely scanned with a photoinization detector.
4..2 ANALYI1CAL RESULTS -- CORPORATE YARD
All six of the samples were analyzed for TPH as gasoline (EP A Method 8015 modified)
and BTXE (EP A Method 8020). Complete analytical results with attendant Chain of
Custody forms are provided in Appendix B. Low concentrations of TPH as gasoline
were detected in five of the six samples; however, three of the samples contained
concentraûonss of 15 ppm or below. The 20-£00t samples from C-2 and C-3 (#01729
and #01730) each contained 130 ppm TPH as gasoline. The 20 foot sample from C-4
(i~01731) contained no detectable benzene but did yield 0.009 ppm toluene, 0.012 ppm
xylene and 0.170 ppm ethylbenzene.
5.0 SITE GEOLOGY
The sediments underlying the site are Quaternary alluvial deposits consisûng of
unconsolidated clays, silts, sands and gravels (California Division of Mines and Geology,
1971). In boring B-1, the deepest of the borings, these recent sediments comprise a 56.5-
fOlot section of very fine- to coarse-grained sands with interbedded silts and clays.
6.0 CONCLUSIONS
Assessment of the rental yard resulted in a detectable level of diesel in only one soil
sample collected. Both the lateral and vertical extent of soil contamination were
evaluated and it appears that diesel contamination was present only in the immediate
location of the former underground storage tanks as indicated by soil samples collected
during the tank removal.
Assessment at the corporate yard, indicates the probability, that only minimal amounts of
gasoline are present in the soil. Based on these results it appears that gasoline
contamination is limited to the immediate tank removal area.
Tables 1 and 2 present the LUFf Manual leaching potential analysis using TPH as
gasoline and diesel. The site characteristics observed at Sandstone's two sites produce
a score of 49 points each using the LUFf Manual leaching potential risk analysis
parameters of diesel or gasoline. This score indicates a minimal potential for either fuel
to reach groundwater. The recommended maximum allowable TPH levels for this score
are 10,000 ppm diesel, 1,000 ppm gasoline, 1 ppm benzene, and 50 ppm each of toluene,
xylene and ethylbenzene. None of the samples collected exceeded any of the
recommended allowable levels.
7.0 RECOMMENDATIONS
There are several remedial options that could be implemented at the two sites. The
foJllowing three options are provided: Excavation and disposal, in-situ volatilization
(corporate yard) or on-site bioremediation (rental yard), and no action.
~
e
e
, -
I
TIlome Environmental recommends that no action be taken to remediate either site
b~nsed upon the high score resulting from the application of LUFf Manual risk analysis
parameters and the limited areal extent of soil impaction at both sites.
8.0 LIMITATIONS
TIlis report was prepared in accordance with the generally accepted standard of care
which exists in Central California at the time the investigation was performed It should
be recognized that definition and evaluation of geologic conditions is a difficult and
inc~xact science. Judgments leading to conclusions and recommendations are generally
made with an incomplete knowledge of the subsurface conditions present. No warranty
is expressed or implied.
9.0 SIGNATURES
TIllis site characterization study represents Thorne Environmental's professional opinion.
Our opinions are formulated in accordance with current hydrogeologist and engineering
practices.
Sincerely,
THORNE ENVIRONMENTAL, INC.
/1 .
¡j ;¡./I/~ Î/lfi ~
(I ¿ . I' f/ (/(/1:-?-tt-
Barbara Minette
Project Hydrogeologist
~~1?~
Tremt R. Rosenlieb, P.E.
Environmental Manager
~
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e
EXHIBITS
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~
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~
§
F-.
~ I él'l'!f
iJ././e
:z 0 0
CORPORATE Rf
YARD YARD
('
r
~mJRNE
~ ENVIRONMENTAL
D T
PROJECT NO.
3E·1052
SANDSTONE INC. BAKERSFlELD7 CA
LOCATION MAP
~
-9{.-
. 'I
_:' ' a·
....
~
::æ:
Q
...
:5
~
,. - - - - - -,
: 5A 0 58
,
I
GAS TANK 21500
GAL. ,
I
,
,
,
I
;..9AO_9J~
:6Ä-Ö-6-~
I I
I I
GAS TANK: : ~.-----'
2,000 GAL. I I I
: : : 7 A 0 78
I I I I
:l°AOJQê ~______:
OSAMPLE LOCATIONS
TRUXTUN A VENUE
FORMER LOCATION
OF TANKS
DIESEL TANK
1,250
TANKS
567
5A 6A
9A 10A 7A
5B 6B
9B 10B 7B
z
õ
CROSS SECTION
SAMPLES IN PARTS PER MILLION (DDm)
~'LE LOCATION TPH·GASOLlNE TPH·OIESEL BENZENE TOLUENE XYLENE
01504 5a NO NO NO NO NO
01503 5b NO N.O-_ NO NO .tiP
015'14 6a 1;1 -··NO-(i.04'-··-'Õ:-O'4u··-'·--'0.09
01513 6b NO 110_ QA._ n 82 6.3
-oIT10 7a ----O-:-2----tÚ,'- NO 0.001 0.006
01509 7b NO NO NO NO NO
0~5_U. 8.3 18, " _ ,,__.0.01 0.52 "..._2.0._
015102~ã-----'t~4Õ¡í-_u,--"" NO NO '-'-"'5.8 59
---gH:: ~~a ~~5---_··__·_-,--_·~g-_·_---~g-----~~~N ~:~9
015'11 10b NO NO NO NO NO
ETHYLBENZENE
ND
NO
0.02)
~ì
NO
ND
0.15
"3~
0.017,
0.02"9'
NO
~
-fJ{-
!
IfiITHORNE
~ ENVIRONMENTAL
SANDSTONE CORPORATE YARD
300 EAST TRUXTUN
SAMPLE LOCATIONS ANDRESUL TS FROM TANK REMOVAL
DATE 9/89
PROJECT NO EXHIBIT
3E·1052 3
ALLEY
~
-g.{-
- .-. -.-. -.-.-.-. -. -. -. -' ..£~. -. -. -. -. -. ~ .-. -.-: ~t··
r---------------l
I 8-1
10
TPH-DIESEL70 ppm
BTXE NO
BUILDING
B-3
o
FORMER LOCATION OF TANKS
L____~_-------J
TANK EXCAVATION PIT
o SOIL BORING
o S'
. .
B-2
o
8-4
o
SHED
SCALE DATE 9/89
~TIÐRNE
~ ENVIRONMENTAL
SANDSTONE EQUIPMENT RENTAL YARD
500 EAST TRUXTUN
SOIL BORING LOCATIONS AND SIGNIFICANT LABORATORY
RESUL TS
PROJECT NO. EXHIBIT
3E.1052 4
TANK EXCAVATION PIT
r-------~-----------ì
I C-4 I
I r-----l 0 I
I I J
J I
I I
J J
J I
I J
J J
J I
J I J
J C-2 Y2- '< FORMER TANK
J OTPH I~M'''' LOCATIONS
-------% i
rC-10--1
: : r-- ---,
J I I I
I I I I
J I I I
I I I I
I I I I
I J I I
C-3 L_____J L______J
020:
L-----------------~--~
¡PH I ~) ff.....
NO SCALE
D BACKHOE SOIL SAMPLING LOCATIONS
SAMPLES IN PARTS PER MILLION (DDm)
LOCATION SAMPLE NO. DEPTH TPH·GASOllNE BENZENE TOLUENE XYLENE ETHYLBENZENE
C·1 01726 15' 1.0 ND NO NO ND
C·1 01727 20' ND NO NO NO ND
C-2 01728 15' 2.8 NO ND ND ND
.-C·2 ' a.17~q -2!L.----- ~-----__, ' NO_h_,__JJP...__.t:LO_ _ N D
C·3 01730 20' 130 NON 0 N D ,- ~.'-'-pro-
C·4 01731 20' 15 ND 0,009 0.012 0.170
~
- !J.£ -
!
DATE 9/89
PROJECT NO EXHIBIT
~THORNE
~ ENVIRONMENTAL
SANDSTONE CORPORATE YARD
300 EAST TRUXTUN
SAMPLE LOCATIONS AND SIGINIFICANT LABORATORY
RE_SUL TS
3E·1052 5
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TABLES
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TABLE 1
LEACHING POTENTIAL AL'lALYSIS FOR GASOLL'lE
USING TOTAL PETROLEUM HYDROCARBONS(TPH) AND
BENZENE, TOLUENE, XYLENE AND ETIIYLBENZENE (BTX&E)
S SCORE S SCORE S SCORE
SITE C 10 PTS. C 9 PTS. C 5 PTS.
FEATURE 0 IF CON- 0 IF CON- 0 IF CON-
R DmON R DmON R DmON
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 are3S)
Average Annual <10 10-25 26-40\~
Precipitation (inches) 10
Man-made conduits which None Unknown Present
increase vertical 10
migration of leachate
Unique site features: None 9 At le3St More than
recharge area, coarse one one
soil, nearby wells, etc.
COLUMN TOTALS 40 + 9 + = 49
RAL"lGE TOTAL ITS. 49 pts. or more 41 - 48 pts. 40 pts. or less
MAX. ALLOWABLE 1/50/50/50 .3/.3/1/1/ N A \3-
BTXE LEVELS (PPM)
MAX. ALLOWABLE 1000 100 10
TPH LEVELS (PPM)
\1 IT 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.
\1 Levels for BTX&E are not applicable at a TPH concentration of 100 ppm.
e
e
<-,.,';
TABLE 2
--
LEACHING POTENTIAL ANALYSIS FOR DIESEL
USING TOTAL PETROLEUM HYDROCARBONS (TPH) AND
BENZENE, TOLUENE, XYLENE AND ETIlYLBENZENE (BTX&E) ,
S SCORE S SCORE S SCORE
SITE C 10 PTS. C 9 PTS. C 5 PIS.
FEATURE 0 IF CON- 0 IF CON- 0 IF CON-
R DmON R DmON R DmON
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 10-25 26-40\~
Precipitation (inches)
Man-made conduits which None Unknown Present
increase vertical 10
migration of leachate
Unique site features: None 9 At least ' More than
recharge area, coarse one one
soil, nearby wells, etc.
COLUMN TOTALS 40 + 9 + = 49
RANGE TOTAL PTS. 49 pts. or more 41 - 48 pts. . 40 pts. or less
MAX. ALLOW ABLE 1/50/50/50 .3/.3/1/1/ NA\~
BTXE LEVELS (PPM)
MAX. ALLOWABLE 10000 1000 100
TPH LEVELS (PPM)
\1 H 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.
\~ H precipitation is over 40 inches, score 0 points.
\~ Levels for BTX&E are not applicable at a TPH concentration of 100 ppm.
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APPENDIX A
BORING LOGS
e e
UNIFIED SOIL CLASSIFICA TIO N SYSTEM
, I
I
!
':':,.... ;,~::..: . '~~..
MAJOR DIVISIONS
LTR
DESCRIPTION
: I
. I
I I
! !
GRAVEL GW WELL GRADED GRAVELS OR GRAVEL SAND MIXTURES,
LITTLE OR NO FINES.
AND POORLY-GRADED GRAVELS OR GRAVEL SAND H~XTURE,
GRAVELEY GP
SOILS LITTLE OR NO FINES.
COARSE
GM SILTY, GRAVELS, GRAVEL - SAND - CLAY MIXTURE
GRAINED GC CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES.
SW WELL-GRADED SANDS OR GRAVELY SANDS,
SAND LITTLE OR NO FINES.
SOILS POORLY- GRADED SANDS
AND SP OR GRAVELLY SANDS,
LITTLE OR NO FINES.
SANDY
SM SILTY SANDS, SAND - SILT MIXTURES.
SOILS
SC CLAYEY SANDS, SAND - CLAY MIX~ES.
! !
I
,
I
I
MAJOR DIVISIONS
LTR
DESCRIPTIONS
SILTS INORGANIC SILTS AND VERY FINE SANDS, ROC1{ FLOUR,
ML SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS
AND WITH SLIGHT PLASTICIT.Y.
INORGANIC CLAYS OF LOW TO MEDUIUM PLASTICIITY,
CLAYS CL GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS,
FINE
LL<50 LEAN CLAYS.
DL ORGANIC SILTS,AND ORGANIC SILT - CLAYS, OF LOW
GRAINEr PLASTICITY.
SILTS MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE
SANDS SANDY OR SILTY SOILS, ELASTIC SILTS.
AND
CH INORGANIC CLAYS, OF HIGH PLASTICITY, FAT CLAYS.
CLAYS
LL >50 DH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY.
HIGHLY ORGANIC SOILS PL PEAT AND OTHER HIGHLY ORGANIC SOILS.
CHEMICAL ANALYSES SAMPLE >- 00 .
Laboratory Field J:^ CI
3'- 0: 0 .%
WELL TPH OVM 0% .-oIJ w .J OCl
CONSTRUCflON .J:) D.. m 0 H SOIL DESCRIPTION
mO w· J: J: ·en
(ppm) (ppm) 0 0'" :) .- enw
..., H :;0
% .J
0 SURFACE - FILL
..,. , .' SP
..;..~..
.... ... . " ,
...~.";.
~. .... .'
.....~..;.
... '.. , .
'';''~..e;' "
.;~:: ','
.... ... .
'_'~..e;' , ,
';-è:::;,'
.... .. . .'
.~~... " :
.... .... . .' SAND, very fine-grained, brown,
'.,¡.'~:';'
.;~::;.. 2000 16 5 01686 :':':.':: dry, slight odor '
.... .... · ',:: Tank backfill
......~..;.
.... .... . .'
..;...~.;.
.... .... .
'.;.':-:.';'
...... .
..;...~.:.;. :
.... .... .
· .;.::-:..e;.
.... '. .
'''¡''~..e;'
.. .....
· ...~.:';.
.... ... .
..;...~.:.;. 10 01687 ~
.... .... . 705 30 SW
· ..":-:..e;'
... .... . .¡',-
· .":-:.:.;' · ..
.... .... . CEMENT '¡",-. SAND, very fine- to coarse-grained,
· .;..":-:.:';'
.... .... . GROUT : '. well graded, light brown, dry, slight
· ..:-:..-;' , ..
BACKFILL '. odor
... '.. ,.',a'
'.;.,":-;-.:';' , ..
.... .... . '¡",-.
..-:~... , ·
.', '. . ...
· ....:-:..:.;. ..
.... .... . ' ,
..,.:~.";' ;'. ..
.... .... . .¡.....~
....~.:.;.
.. .... . 15 : ·
.~-~..:.;. 70 1660 20 01688 t/·
.... ... . -..... SAND, fme- to medium-grained,
· ~:-:.:.;' . .
..... .... . -.....; light brown, dry, no odor
..;..~:';.
.... .... .
'.,¡.':-:.':';' , '. ..
.... .... . ,;,. '.
· "¡":-:.,e;' ..
.... .... . ML
..;...~.:.;.
.... .. .
· ...."":..-;.
......
.....~..:.;.
...... .
· .,.'~.";'
.... ... . 20
...."":. :.1.:' 1006 27 01689
......
.~~..:.;. SILT, sandy, red-brown, dry, no
.... .... . odor
..,;..~.~.
.... ... .
'~~..a;'
..... ...
.... ~,.;.
... ...
.... ~.:.;.
...... .
.~.~..:.;.
.... .. .
.... ~.:.;.
.... ... .
'~",,:.':';'
:-". ... . 25
Surface Elevation: 410.0 feet Logged By: Barbara Minette
Total D~pth: 56.5 feet Supervised By:
Diameter of Boring: 8 inches
Date Drilled: August 14, 1989 Water Encountered at: feet
~THORNE ENVIRONMENTAL, Inc. Sandstone Rental Yard PlATE
t£: ' "TREA TMENT BY DESIGN" LOG of BORING 1
B-1
Project Number 3E-I052 September 1989 Page lor 3
e
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WELL
CONSTRUcnON
CHEMICAL ANALYSES
Laborato Field:3 I-
TPH OYM 0%
.J;:)
(ppm) (ppm) II 8
'';':~-'
~. .....
..;..~._.
.... ..., .
..;..~....
. ~...'~.:
.,.. .....
..... .... .
'~~:'.
}~::.
.... .... .
'~~::'.
i~t
.;~~..
.... ... .
~;::;:'
. ,-
:..:., '...'
..;..~.:.;.
.... '. .
.,-,:~.'
... '..
'.;..':-:.:';'
... ... .
.....--:..:.;.
.. .... .
'i::-:::',
'i::-:::'·
.....~..
....... .
.....~. :.;'
. ~';':"..' CEMENT
.. '.
,~~~:.. GROUT
.,.. .'~
. ~~~'.. BACKFILL
.,.. ,'4:-
... ... .
.-:.~::..
.--.~.";.
... .... .
.....~.:.;.
.', .... .
·i~::··
.~~::.
·i~::··
..;...~....
..... .... .
·i~::··
..~.";.
.... .... .
'i::-:::',
'~~:'.
'i:::',
'..~.:e:'
... '..
...~.':';.
... .... .
·i~::··
·i~::··
..;.:~...
..... .... .
.~~.:.;.
.... .... .
.....~..
.... .... .
.....~...
..... .... .
'i::-:::',
..;...~..:.;.
..... .... .
·i~::··
. ....~.'
:e:o .... .
·i~:'·
..-;.~...
.', .... .
. ..... . "
117 51
ND 41.8 37
1:'"'
I-.J
0..
w·
0'"
"'"
SAMPLE >-
"
a: 0
w .J
II 0
I: 1:
;:) I-
Z ~
01690
e
.
CI) .
.%
0"
H
.CI)
Cl)w
:;0
SOIL DESCRIPTION
30
01691
SM
SAND, silty, fine- to ,
medium-grained, brown, slightly
moist, no odor
CL
CIA Y, silty, red-brown, slightly
moist, no odor
SP
, ,
: SAND, fine- to medium-grained,
" light brown, slightly moist, no odor
:
40 .'
11.3 46 01693 :.:';.:
Grades to CIA Y, silty, red-brown,
, , iron staining, slightly moist, no
.' odor
ML
8.6 32
ND 13
35
45
01694
50
:'. ~
01695 :<:
~tb THORNE ENVIRONMENTAL, Inc.
~~f£? 'TREATMENT BY DESIGN"
~.~ ..
sw
SILT, sandy, red-brown, slightly
moist, no odor
SAND, fine- to coarse-grained,
salt/pepper color, subrounded grains,
moist, no odor
PlATE
Sandstone Rental Yard
LOG of BORING
B-l
1
Project Number
3E·10S2
September 1989
-.':.~
".-
'.
:'. -
.'. .
~.~.~
,,¡.".-.
, '
Page 20r 3
e
WELL
CONSTRUCTION
CHEMICAL ANALYSES
Laboratorv Field:3 I-
TPH OVM 0%
.J::!
(ppm) (ppm) II 8
.:~.~
. '!'t'....~... CEMENT
-..'~
. '!'t'....:.. GROUT
.;-.;.::~:.. ]BACKFILL
... ....,
.~.e.:~.:
.. ....,
.... .... .
·i~::··
NO
ND 69
:J:^
I-~
0..
w·
at
55
~,,~-,,~1rHORNE ENVIRONMENTAL, Inc.
~...~ "TREATMENTBYDESIGN"
Project Number
3E-I052
September 1989
SAMPLE >-
CI
II: 0
W .J
II 0
J: :J:
::! I-
% ~
-,' ..
~.~.~~
~.~~~
,". .
.... ..
01696 :.~;,;,
~..; ..
" .'
~~ ..
~
u;.
.z
OCl
H
·en
enw
3a
e
SOIL DESCRIPTION
SAND, very fme- to coarse-grained,
brown, slightly moist, DO odor
TOTAL DEPTH = 56.5 FEET
PLATE
Sandstone Rental Yard
LOG of BORING
B-1
1
Page 30£ 3
WELL
CONSTRUcnON
....
'-tÎI-'~.:';'
~. .... .
..;.~:';.
.. ....
.~~..;.
..... .
· ..~.:.;'
~.'.'
..,¡..~:.;.
....... .
}~t
~. .....
'.,¡..~..e;'
... ... .
..;.:~.:.;.
... ....
'.;..'~.:';'
~. .....
..;..~.:';.
.... .... .
·i~:··
..;.:~....
.... .... .
'.,¡..'~':';'
.... .... .
· .;,:~ :.;.
.... .... .
..~.:';.
.... .... .
''¡''~...
... ....
'''¡'''~'4:'
.... .... .
'i::',
..........
.::..::::, CEMENT
,~:"::~:,' GROUT
.... .'~
· ~....~,.. BACKFILL
... .-
........
· .,..~.:,;'
..... .... .
.--.~...
.', ....
.--.~:';.
.. .....
....~...
..... .... .
':'~::<
'i-:::',
.....~. .-;.
.:. .... .
'i~::'
..,¡...~..:.;.
... ....
.....~:.;.
.........
.....~:.;.
.... .... .
..;..~.:.;.
.... .... .
·i~::··
· .e:~.:.;'
.', '. .
.....~...
.........
.....~...
.', .... .
· ...'~. :.;'
.... ... .
....--:.:.;.
..... .... .
· .... --:-. :.;.
:..:. ....
....-~..:.;.
:.,:. .... .
· .¡.'~.:';'
..... .... .
·i~::··
Surface: Elevation:
Total Depth:
Date Drilled:
e
CHEMICAL ANALYSES
Laboratory Field:3" J:....
TPH OVM 0 Z .. ~
...IS Ib-
(ppm) (ppm) mUD ~
55
37
ND
ND
32
10
ND
15
20
ND
27
20
25
410.0 feet
26.5 feet
August 14, 1989
~'1J.¿~ THORNE ENVIRONMENTAL, Inc.
~"-1Sl?1 ''TREATMENT BY DESIGN"
Project Number
3E-1052
September 1989
SAMPLE >-
CI
0: 0
W ...I
m 0
1: J:
:J ..
z ~
o
5
.'
01697 :'
. ,,':
01698~' SP
01699 :: :::
01700
AS
.-:':- SP
.... .
.'
" ,,'
"
.... .
"
.'
.'
. .
" .
.'
"
. ,,'
. '
"
'.
.'
.'
'.'
.'
"
"
.'
.'
"
......
"
. '
ML
e
.
II) .
.z
oCl
H
'(1)
II)w
::;0
SOIL DESCRIPTION
"
SURFACE - ASPHALT
!"'''''}/''"'',::' ,'"
>,
Ground asphalt and fill
SAND, very fine- to fine-grained,
brown, dry, no odor
SAND, very fine- to
medium-grained, brown, dry, no
odor
SI~ T, sandy, dark brown, slightly
mOIst, no odor
Barbara Minette
Logged By:
Supervised By:
Diameter of Boring:
Water Encountered at:
8 inches
feet
PlATE
Sandstone Rental Yard
LOG of BORING
B-2
2
Page lof 2
e
WELL
CONSTRUcnON
DIEMICAL ANALYSES
Laboratory Field:3'" J: '"
TPH OVM 0..1 Š Ii: ~
OW'
(ppm) (ppm) ID 0 0 t
';~:e,' C I J
. '!'!'.....~... GROUT
.;:~;.. BACKFILL
ND NO 25
-711,' ~..jbTHORNE ENVIRONMENTAL, Inc.
~"-fS!J ''TREATMENT BY DESIGN"
Project Number 3E-I0S2
September 1989
SAMPLE >-
(!
a: 0
w ..I
DJ 0
J: J:
;:) ...
% ~
01701
e
en .
0%
oS
Oil)
II)w
:;0
SOIL DESCRIPI10N
:)l~T, sandy, dark brown, slightly
moISt, DO odor
TOTAL DEPTII = 26.5 FEET
Sandstone Rental Yard
LOG of BORING
B-2
PLATE
2
Page 20c 2
e
e
CHEMICAL ANALYSES SAMPLE >- .
Laboratory Field :1:'" (!J en .
3t- œ 0 .Z
WELL TPH OVM OZ t-.... w .J (JCJ
CONSTRUCI'ION .J:) 0.' ID 0 H SOIL DESCRIPTION
IDO w' J: J: ·en
(ppm) (ppm) (J at :) t- enw ,"
Z H ::)0
.J
0 SURFACE - FILL
... " SP
i~j :.:.:;.:: ..
',' .
...,. .
·i~~·· · ,
'~~:'. .'
·i~:·· "
.....~..-;. .'
.......... ,,' BACKFILL, fme sand, brown, dry.
'.:-:-.:,' - 5 ,:' ~.'
... .... 4.7 7 01702 :';' no odor '
·i~:··
. ... --:. .-;.
.. .... . .'
'i::-:::', :
.'
'i-:-:::", ."
.....~.:.;. .'
.', .... . .' '
.... --:-..e;'
......
.~.~.-;. ;
..,., ..... · "
':'~::'. ;
'-'~.:';' - 10 01703 :7
.,. '.,. 1145 26 SP
.~~.:.:.
.' '..
'i::-:::', ,,'
CEMENT ,"
.....~.:.;. ;
.... ....... GROUT ,'. . SAND, very, fme to fine, brown,
..,¡..:-:~. .' '
.... '. . BACKFILL .' dry, no odor
.....~..:.;. "
....... .'
.... ~.~.
........ ,,'
·i~i··
....."":.~. "
.', .... . · ,
....~.:.;.
~. ..... - 4418 40 15 01704 :';::,: SAND, very fine to med. grained,
....~...
.... ... .
. ....--:-.:.;' .' brown, dry odor
... .... .
.~.~... "
.... .... . " '
.... ~...
.', ..... " '
....~..
4:" ..... . SM
'.:-:..'
.... .... . "
......~:.i:'
:..;:. ..... . .'
.... :-: ... .'
... '. .
.~~... ,
.=~::.. 6917 17 20 01705 SAND, silty, fme-grained, brown,
:";", ..... . "
..;.~.... .' moist, strong odor
.... .... .
.-~...
........
....~.~.
.... '. .
._.~.:.;.
.... .... .
..¡...~.:.;.
.... .... .
'....~. :.;.
.'. .... .
'.,¡..':-:.':';'
.... .... '
'~~::'. 25 .'
Surface Elevation: 410.0 feet Logged By: Barbara Minette
Total Depth: 56.5 feet Supervised By:
Diameter of Boring: 8 inches
Date Drilled: August 16, 1989 Water Encountered at: feet
~~'THORNE ENVIRONMENTAL, Inc. Sandstone Rental Yard PlATE
. ~ "TREATMENT BY DESIGN" LOG 01 BORING 3
B-3 lof 3
Project Number 3E-I052 September 1989 Page
e e
CHEMICAL ANALYSES SAMPLE >- .
Laborato Field 1:'" (!J (I) .
WELL 3'" ...¡J 0:: 0 .%
TPH OVM 0% w .J o(!J
CONSTRUCflON .J:J 11.. ID 0 H SOIL DESCRIPTION
IDO w· J: 1: .(1)
(ppm) (ppm) 0 o~ :J ... (I)\LI
% H :50
.J
·i~::·· 1404 48 01
:i;;:: SAND, same silt, fine-grained, .
'~~:~'. brown, moist, strong odor
'-:'~:~'.
'i:::',
.....~..;.
.. '....
.~-:-::~..
..;..~.:.. 30
.... .... . ND 9467 62 01707 SAND, silty, very fme-grained,
''¡';':-:.4Î:'
... ... . brown, mOist, slight odor
'.J,;~:';'
.~~~. CL
'-~''-;'
... .... .
..~.:';.
.... .... .
'~::-::;'.
'.;. :-:.~. 35
';~;;'.' 2977 27 CIA Y, silty, brown, moist, slight
.'¡';'~.. odor
,'!":'.....~" CEMENT
~ .'~
,~.....~.: GROUT
· ... B CKFI
,~.....~,:. A LL
~. .... SM
~. ......
'';''~'~'
... .... .
'~~::'.
'';''':-:.,.:' SAND, very fme to med. grained,
.... .... .
.....~..-.;. brown, slighty moist, slight odor
... .... . 40
· ....~...;' 34 19 01709
.'. .... .
· .... --;-. ..;.
.'. .... . ML
.... ~.:.;'
.'. .... .
· .;..":-:.";' SILT, sandy
... .... .
.~:-:.:.;.
.... .... .
'.,¡..'~:';'
.... .... .
·i~::··
.... --:..:.;' SM
.... .... .
'.,¡..'~:';'
.' .... . 45
.,-:~..' NO 7.5 22 01710 SAND, silty clay, very fme-grained,
.... .... .
.~~.:.;. brown, slightly moist, slight odor
.... .... .
· ....--:-.:.;.
:,.:. .... .
.--'~.':';'
.', .... .
.....~. :.;.
..... ....
'i-:-:::',
· ...~.:';.
.:. .... .
· .;,;.:-:.:.;.
.... .... .
· ....:-:..:.;.
........ 50
'.,;.':-:.':';' 4.3 49 01711 SAND, silty, med to coarse grained,
... '..
.~.~... tan, moist, no odor
.... ... .
.~.~...
... .... .
'-'~";'
.... .... .
..;.:~~.
.... ..... .
· . ..... .
~~~bTHORNE ENVIRONMENTAL, Inc.
:r@ "TREA TMENT BY DESIGN"
Sandstone Rental Yard
LOG of BORING
B-3
PlATE
3
Project Number
3E-IOS2
September 1989
Page 20r 3
e
WELL
CONSTRUcnON
CHEMICAL ANALYSES
Laboratory Field
TPH OVM
(ppm) (ppm)
31- :t'"
OZ 1-41
.J;:) a.-
o UJ-
Glo C'"
OJ
.:~.,
. ~.....:.. CEMENT
-::. .:.... GROUT
. .....',
~. ':: BACKFILL
'1Ïo :-:...;. -
+.''''
..;.:~.
~. ...
.~~::
ND
ND 35
55
~Å~THORNE ENVIRONMENTAL, Inc.
~...~ 'TREATMENT BY DESIGN"
Project Number
September 1989
3E-I052
SAMPLE >-
CJ
a: 0
UJ .J
GI 0
I: :t
J I-
Z ~
:._~ SW
~~..~
t·~~~
. ,'..
-....
01712 ~~.
..
cñ .
.z
oCJ
H
'In
InUJ
~Q
. .
~.~.~
..;.;..:.'
e
SOIL DESCRIPTION
-.
'·~~.:4f~·:!-:.t..
SAND, fme to coarSe grained, Salt &
pepper, color. moist, no odor
TOTAL DEPTH = 56.5 FEET
PLATE
Sandstone Rental Yard
LOG of BORING
B-3
3
Page 30r 3
e
CHEMICAL ANALYSES SAMPLE >- u) .
Laboratorv Field 1:.... CJ
WELL 31- 1-.... II 0 .%
TPH DVM 0% w .J uCJ
CONSTRUCTION .J:J 0.- ID 0 H SOIL DESCRIPTION
IDO w· J: 1: "II)
(ppm) (ppm) U 0"- :J I- II)w
'" H :)0
% .J
0 SURFACE - CONCRETE
_. ~" cr
:;;;:: SP
:~:~', .' .
"
.'
",'
-::. .... . . ,
'~::;'. · .
",:-.'
....~.~.
t~:;': .' ,
'i~:', : ."
- 2.3 24 5 01720 :":' "'. Concrete chips, fill, fine sand, dry,
·i~::··
.~~,:.;. no odor
:,:.'.'
',,¡.'~..e.:' '.'
....... .
}:~;:: · ,
_.
'i-:-:::',
· .-:--:...;. "
:e:. .... . ."
· .;'::-:::', ,"
_.
·i~::·· ND 55 35 10 01721 :7 SP
'-:'~::'.
'.;..'~... : ' ,
.:~::;.. CEMENT SAND, fine-grained, brown, dry,
.',... . GROUT slight odor
'f;;" ]BACKFILL :
'..:-:-..' ' .
':4:::;'" :
.', .... .
.....~.... : · ,
.', .... .
· ....~.:.;.
..... . 37 15 01722 :;: SAND, fine-grained, brown, dry, no
..-: --:..' 7.5
..... .... .
.~~..w;. : odor
.' .... .
· ....~.;. : " ,
.', .... . " ,
· .... --:..:.;-
:e:. .... .
'.;..'~.~. " ,
... .... . SM
· ..'-:-:.:.;.
... .... .
· ..':-:..e;'
.... .... .
· ....:-:. :.;.
.... .... .
....~.~.
.... .... . 20
.,,¡.~.:.;. 6.0 25 01723 SAND, silty, tine-grained, brown,
... .... .
....~... slightly moist, no odor
..... .... .
.... --:..:.;'
:..... .... .
· ....--¡.-;'
.:. .... .
,.,..":-;.,
... ... .
.... --:.:.;.
.. .... .
.....~..;.
..... .... .
._:-:.~.
.... '. .
..fi..~::.. 25
Surface Elevation: 410.0 feet Logged By: Barbara Minette
Total Depth: 31.5 feet Supervised By:
Diameter of Boring: 8 inches
Date Drilled: August 16, 1989 Water Encountered at: feet
~JjTHORNE ENVIRONMENTAL, Inc. Sandstone Rental Yard PlATE
, ~ "TREATMENT BY DESIGN" LOG of BORING 4
B-4
Project Number 3E-I052 September 1989 Page loc 2
WELL
CONSTRUcnON
e e
CHEMICAL ANAL YSES SAMPLE >- .
Laboratory field 3'" J:^ CI It) .
....-J It 0 .%
TPH OVM 0% a.. w 6 UCl
..j:J w· m .M
(ppm) (ppm) mO ot J: ¡!: It) It)
u ;:) .w
% M ;:)0
oJ
ND 38 01724
SOIL DESCRIPTION
';~:e:'
.... ... .
· .¡,;.:-:..;.
.. .....
'-'~'-;'
.... ....
· ......
-:;. <:.. CEMENT
· . .......
;:. <..:. GROUT
'-:;~:'. BACKFILL
'.;.. ......
.;~:.
.:~:..
... .... .
· .;..';-:.:';'
... .... .
'.;.'~.:';'
.... .... .
"'~".
SAND, silty, very~ed,
brown, slightly moist, DO odor :
ML
SILT, clayey, brown, moist, no odor
ND
ND 35
30
01725
TOTAL DEPTH = 31.5 FEET
~, ~,!I~. THORNE ENVIRONMENTAL, Inc.
~"œ 'TREATMENTBYDESIGN"
Sandstone Rental Yard
LOG of BORING
B-4
PlATE
4
Project Number 3E-I0S2
September 1989
Page 20f 2
e
APPENDIX B
IABORATORY RESULTS
e
e
e
RENTAL YARD LABORATORY RESULTS
e
e
LABORATORY RESULTS.. EQUIPMENT RENTAL YARD
SAMPLE
NUMBER
SAMPLE DEPTH TPH DIESEL B T
LOCATION (FEET) (mg/kg)
x
E
01688 B..l 15 70 ND ND ND ND
01692 B..l 35 35 ND NO NO ND
01696 B..l 55 ND ND ND ND ND
01698 B..2 10 NO ND NO ND ND
01101 B-2 25 ND ND NO ND ND
01707 B-3 30 NO ND NO ND ND
01710 B-3 45 ND ND ND ND ND
01712 B-3 55 ND ND NO ND ND
01721 8-4 10 ND ND ND ND ND
01725 8-4 30 ND ND ND ND ND
B= Benzene (mg/kg)
T= Toluene (mg/kg)
X= Xylene (mg/kg)
E= Ethylbenzene (mg/kg)
-
ED-Tox
ASSOCIATES. INC.
e
PAGE 1 OF 6
.,....:.'.; -
ENVIRONMENTAL & OCCUPATIONAL HEALTH SERVICES
3440 Vincent Rood Pleosanr Hill. CA Q452J. (415) QJO·QOQO . FAX# (415) QJO·0256
LABORATORY ANALYSIS REPORT
THORNE ENVIRONMENTAL INC.
4570 CALIFORNIA AVE. STE. 200
BAKERSFIELD, CA 93309
AI TN: BARBARA MINETTE
CLIENT PROJECT NO: 3E-I052
REPORT DATE: 09/15/89
DATE SAMPLED: 08/14/89
DATE RECEIVED: 08/17/89
MED-TOX JOB NO: 8908141
ANALYSIS OF: FIVE SOIL SAMPLES FOR BTXE AND TOTAL PETROLEUM
HYDROCARBONS
See attached pages for results
~1Jt.~ 7It.i/.
Michael Lynch, Manager
Organic Laboratory
Results FAXed to Barbara Minette 09/01/89
AN DIEGO
LOS ANGELES
SAN FRANCISCO
SEAmE
WASHINGTON, D.C.
e
e
A1"I?c:f.º~
PAGE 2 OF 6
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01688
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/14/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908141-03A
MED-TOXJOB NO: 8908141
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89.
DATE EXTRACTED: 08/22/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene ND 5
Toluene NO 5
Ethylbenzene. . NO 5
Xylenes . . . ND 20
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
70 mg/kg
ND mg/kg
10 mg/kg
20 mg/kg
Waste Oi 1
NO = Not detected at or above indicated method detection limit
e
-
A1"I?c7!~~
PAGE 3 OF 6
THORNE ENVIRONMENTAL INC.
"
CLIENT ID: 01692
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/14/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908141-07A
MED-TOX JOB NO: 8908141
DATE ANALYZED: 08/22-24/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/22/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene NO 1
Toluene NO 1
Ethyl benzene. . . NO 1
Xylenes . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
~iesel
NO mg/kg
NO mg/kg
10 mg/kg
20 mg/kg
Waste Oi 1
ND = Not detected at or above indicated method detection limit
e
e
A1"1?c7!9!
PAGE 4 OF 6
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01696
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/14/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908141-11A
MED-TOX· JOB NO: 8908141
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/22/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ugjkg)
Benzene ND 1
Toluene NO 1
Ethyl benzene. . . . . ND 1
Xylenes . . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
ND mg/kg
10 mgjkg
20 mgjkg
Waste Oil
NO = Not detected at or above indicated method detection limit
e
e
~1?c7!9!
PAGE 5 OF 6
THORNE ENVIRONMENTAL INC.
I
¡ --
I
CLIENT ID: 01698
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/14/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908141-13A
MED-TOX JOB NO: 8908141
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/22/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
( ug/kg)
Benzene NO 1
Toluene. . . . . NO 1
Ethyl benzene. . . . . . NO 1
Xylenes . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/ kg
NO mg/ kg
10 mg/kg
20 mg/kg
Waste Oil
ND = Not detected at or above indicated method detection limit
e
e
A1~1?c7!º!
PAGE 6 OF 6
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01701
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/14/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908141-16A
MED-TOX JOB NO: 8908141
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/22/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene NO 1
Toluene NO 1
Ethyl benzene. NO 1
Xyl enes . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
ND mg/kg
NO mg/ kg
10 mg/kg
20 mg/kg
Waste Oil
NO = Not detected at or above indicated method detection limit
e
ED-Tox
ASSOCIATES. INC.
e
" . ~.: "... '.
PAGE 1 OF 6
..:,.~..;;...:.::..:..-,., .
I -
ENVIRONMENTAL & OCCUPATIONAL HEALTH SERVICES
3440 Vincent I\ood Pleasant Hill. CA 94523- (415) 930·9090 - FAX# (415) 930-0256
. ~ ,'-:.>
LABORATORY ANALYSIS REPORT
THORNE ENVIRONMENTAL INC.
4570 CALIFORNIA AVE. STE. 200
BAKERSFIELD, CA 93309
ATTN: BARBARA MINETTE
CLIENT PROJECT NO: 3E-I052
REPORT DATE: 09/15/89
DATE SAMPLED: 08/16/89
DATE RECEIVED: 08/17/89
MED-TOX JOB NO: 8908142
ANALYSIS OF: FIVE SOIL SAMPLES FOR BTXE AND TOTAL PETROLEUM
HYDROCARBONS
See attached pages for results
~4J ñr. llrw..k.ilJ. /Jrð
Michael Lynch, Manager
Organic Laboratory
Results FAXed to Barbara Minette 09/01/89
;AN DIEGO
LOS ANGELES
SAN FRANCISCO
SEATTlE
WASHINGTON. D.C.
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PAGE 2 OF 6
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01707
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/16/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908142-06A
MED-TOX JOB NO: 8908142
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89.
DATE EXTRACTED: 08/23/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 1
Toluene NO 1
Ethylbenzene. NO 1
Xylenes . . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
NO mg/kg
10 mg/kg
20 mg/kg
Waste Oi 1
NO = Not detected at or above indicated method detection limit
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PAGE 3 OF 6
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THORNE ENVIRONMENTAL INC." ..~," .
CLIENT ID: 01710 MED-TOX LAB NO: 8908142-09A
CLIENT JOB NO: 3E-I052 MED-TOX JOB NO: 8908142
DATE SAMPLED: 08/16/89 DATE ANALYZED: 08/22-23/89
DATE RECEIVED: 08/17/89 REPORT DATE: 09/15/89
DATE EXTRACTED: 08/23/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . ND 1
Toluene. . . . . ND 1
Ethyl benzene. . . . . ND 1
Xylenes . . . ND 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
ND mg/kg
ND mg/kg
10 mg/kg
20 mg/kg
Waste Oi 1
ND = Not detected at or above indicated method detection limit
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PAGE 4 OF 6
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01712
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/16/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908142-11A
MED-TOX JOB NO: 8908142
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/23/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene ND 1
Toluene ND 1
Ethyl benzene. ND 1
Xyl enes . . . ND 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
ND mg/kg
ND mg/kg
10 mg/kg
20 mg/kg
Waste Oi 1
ND = Not detected at or above indicated method detection limit
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PAGE 5 OF 6
. .. .
THORNE ENVIRONMENTAL INC.":""""':"
CLIENT 10: 01721 MED-TOX LAB NO: 8908142-13A
CLIENT JOB NO: 3E-I052 MED-TOX JOB NO: 8908142
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DATE SAMPLED: 08/16/89
DATE RECEIVED: 08/17/89
DATE ANALYZED: 08/22~23/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/23/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 1
Toluene. NO 1
Ethyl benzene. . . . . NO 1
Xylenes . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
NO mg/kg
10 mg/kg
20 mg/kg
Waste Oi 1
NO = Not detected at or above indicated method detection limit
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PAGE 6 OF 6
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01725
CLIENT JOB NO: 3E-1052
DATE SAMPLED: 08/16/89
DATE RECEIVED: 08/17/89
MED-TOX LAB NO: 8908142-17A
MED-TOXJOB NO: 8908142
DATE ANALYZED: 08/22-23/89
REPORT DATE: 09/15/89
DATE EXTRACTED: 08/23/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (EXTRACTION)
CONCENTRATION
( ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 1
Toluene. NO 1
Ethylbenzene. . NO 1
Xylenes . . . ND 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
ND mg/kg
ND mg/kg
10 mg/kg
20 mg/kg
Waste Oil
ND = Not detected at or above indicated method detection limit
I ~NVIRONM~NTAl
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CORPORATE YARD LABORATORY RESULTS
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LABORATORY RESULTS - CORPORATE YARD
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SAMPLE SAMPLE DEPTH
NUMBER LOCATION (FEET)
TPH GASOLINE B
(mg/kg)
T
x
E
'.,_. .
01726 C-l 15 1 NO NO NO NO
01727 C-l 20 ND NO ND ND NO
01'728 C-2 15 2.8 NO ND NO NO
01'729 C-2 20 130 NO ND NO NO
01'730 C-3 20 130 ND ND ND NO
01731 C-4 20 15 ND .009 .012 .170
B== Benzene (mg/kg)
T== Toluene (mg/kg)
X == Xylene (mg/kg).
E =: Ethylbenzene (mg/kg)
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ASSOCIATES. INC.
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PAGE 1 OF 7
ENVIRONMENTAL & OCCUPATIONAL HEALTH SERVICES
3440 Vlncenr Rood Pleasanr Hill. CA 94523. (415) 9.30-9090. FAA# (415) 9.30·0256
LABORATORY ANALYSIS REPORT
THORNE ENVIRONMENTAL INC.
4570 CALIFORNIA AVE. STE. 200
BAKERSFIELD, CA 93309
ATTN: BARBARA MINETTE
CLIENT PROJECT NO: 3E-I052
REPORT DATE: 09/15/89
DATE SAMPLED: 08/17/89
DATE RECEIVED: 08/18/89
MED-TOX JOB NO: 8908153
ANALYSIS OF: SIX SOIL SAMPLES FOR BTXE AND TOTAL PETROLEUM
HYDROCARBONS
See attached pages for results
~:í ~·~~tn~~~
Organic Laboratory
Results FAXed to Barbara Minette 09/01/89
>AN DIEGO
LOS ANGELES
SAN FRANCISCO
SEAmE
WASHINGTON. D.C.
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PAGE 2 OF 7
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01726
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/17/89
DATE RECEIVED: 08/18/89
MED-TOX LAB NO: 8908153-01A
MED-TOX JOB NO: 8908153
DATE ANALYZED: 08/27-30/89
REPORT DATE: 09/15/89.
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
( ug/kg)
Benzene . . . . . ND 1
Toluene. ND 1
Ethyl benzene . . . . ND 1
Xylenes . . . . . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline*
1. 0 mg/kg
0.2 mg/kg
NO = Not detected at or above indicated method detection limit
* This sample contains what appears to be 'weathered' gasoline,
which includes higher molecular weight hydrocarbons than
those typically contained in a gasoline fuel.
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PAGE 3 OF 7
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01727
CLIENT JOB NO: 3E·I052
DATE SAMPLED: 08/17/89
DATE RECEIVED: 08/18/89
MED-TOX LAB NO: 8908153-02A
MED-TOXJOB NO: 8908153
DATE ANALYZED: 08/27/89
REPORT DATE: 09/15/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene ND 1
Toluene ND 1
Ethyl benzene NO 1
Xylenes . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
NO mg/kg
0.2 mg/kg
NO = Not detected at or above indicated method detection limit
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PAGE 4 OF 7
THORNE ENVIRONMENTAL INC.
'-, "
CLIENT ID: 01728 MED-TOX LAB NO: 8908153-03A
CLIENT JOB NO: 3E-I052 MED-TOX JOB NO: 8908153
DATE SAMPLED: 08/17/89 DATE ANALYZED: 08/27-30/89
DATE RECEIVED: 08/18/89 REPORT DATE: 09/15/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . . . . . . . . ND 1
Toluene. ND 1
Ethyl benzene ND 1
Xylenes . . . . . ND 3
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline*
2.8 mg/kg
0.2 mg/kg
ND = Not detected at or above indicated method detection limit
* This sample contains what appears to be 'weath~red' gasoline,
which includes higher molecular weight hydrocarbons than
those typically contained in a gasoline fuel.
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PAGE 5 OF 7
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01729
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/17/89
DATE RECEIVED: 08/18/89
MED-TOX LAB NO: 8908153-04A
MED-TOX JOB NO: 8908153
DATE ANALYZED: 08/27/89
REPORT DATE: 09/15/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 200
Toluene . . · · NO 200
Ethyl benzene · · . . NO 200
Xylenes . . . . . · · . NO 600
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline *
130 mg/kg
40 mg/kg
ND = Not detected at or above indicated method detection limit
* This sample contains what appears to be 'weathered' gasoline,
which includes higher molecular weight hydrocarbons than
those typically contained in a gasoline fuel.
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PAGE .~ OF 7
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THORNE ENVIRONMENTAL INC.
, .
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CLIENT ID: 01730 MED-TOX LAB NO: 8908153-05A
CLIENT JOB NO: 3E-I052 MED- TOX JOB NO: 8908153
.'" .",
DATE SAMPLED: 08/17/89
DATE RECEIVED: 08/18/89
DATE ANAL YIED: 08/27/89Q
REPORT DATE: 09/15/89:
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 100
Toluene. NO 100
Ethyl benzene . . . . NO 100
Xylenes . . . . NO 300
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline*
130 mg/kg
20 mg/kg
NO = Not detected at or above indicated method detection limit
* This sample contains what appears to be 'weathered' gasoline,
which includes higher molecular weight hydrocarbons than
those typically contained in a gasoline fuel.
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PAGE 7 OF 7
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01731
CLIENT JOB NO: 3E-I052
DATE SAMPLED: 08/17/89
DATE RECEIVED: 08/18/89
MED-TOX LAB NO: 8908153-06A
MED-TOX JOB NO: 8908153
DATE ANALYZED: 08/27/89
REPORT DATE: 09/15/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
( ug/kg)
Benzene NO 5
Toluene . . . . . 9 5
Ethyl benzene 12 5
Xylenes . . . . . . . 170 20
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
15 mg/kg
1 mg/kg
NO = Not detected at or above indicated method detection limit
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ADDENDUM TO REPORT OF FINDINGS
SANDSTONE CORPORATE YARD,
BAKERSFIELD, CALIFORNIA
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~ ENVIRONMENTAL
A TG Compàny
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November 16, 1989
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Mr. James Curran
Sandstone, Inc.
315 E. 18th St
Bakersfield, CA 93305
.',
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Subject:
Addendum to Report of Findings at the Sandstone Corporate Yard.
Dear Mr. Curran:
On November 2, 1989, Thome Environmental complied with a request from Dolores
Gough of the Kern County Department of Environmental Health Services and advanced
one soil boring to a depth of 50 feet at Sandstone's Corporate Yard site. The purpose
of the boring was to evaluate the vertical extent of soil impaction by gasoline. Exhibit
1 illustrates the location of the boring and analytical results.
The boring was advanced using a Mobile B-53 drilling rig in accordance with the
methods described under Section 3.1 of the Report of Findings. Soil samples were
collected at 5-foot intervals. Field data including blow counts and lithology were
transferred to a computer-generated log which is attached. The boring was backfilled
with cement grout.
A total of ten samples were delivered to National Toxicology Laboratories, Inc., under
Chain-of-Custody procedures, where two were analyzed for total petroleum hydrocarbons
(TPH) as gasoline and the volatile aromatic constituents benzene, toluene, xylene, and
,ethylbenzene (BTXE) using EPA Methods 8015 (modified for gasoline) and 8020.
Analytical results are summarized in the following table *. and complete results are
¡attached:
;Sample # / DeJ>th TPH Benzene Toluene Xylene Ethylbenzene
Wi l?v IJP ND NP ND
02174 / 30' 400 3.8 9.3 29 6.8
02178 / 50' 65 ND 0.0048 0.0037 ND
"Concentrations are in mg/kg (ppm)
3E-1052002
Addendum
4570 California Avenue, Suite 200 · Bakersfield, California 93309 · (805) 326-0492
"Treatment by Design"
-
e
1fi11IØNE
ISf ENVIRONMENTAL
It is the recommendation of Thorne Environmental that the "no action" alternative apply
at this site.
Sincerely,
Thorne Environmental
I~~- ú'/þ~
Barbara J. MÍnette "-
Project Hydrogeologist
~~fl~
Tlrent R. Rosenlieb, P.E.
Environmental Manager
B.JM/TRR/ cs
3E·I052.002
Addendum
TANK EXCAVATION PIT
r-------~-----------ì
. C-4
r-----l D
I I
I I
I I
I I
I I
I I
I J
I I
I I
I C-2 ~ FORMER TANK
SCIY-1 0 D I LOCATIONS
i~1 O==¡ / I
I 1/ r--i---,
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
C-3 L_____J L______J
D
L--------------------~
NO SCALE
~
-9{-
A
D BACKHOE SOIL SAMPLING LOCATIONS
o SOIL BORING LOCATION
SAMPLES IN PARTS PER MILLION IDDm}
LOCATlON SAMPLE NO. DEPTH TPH·GASOllNE BENZENE TOLUENE XYLENE
C·1 01728 15' 1.0 NO NO ND
C·1 01727 20' ND ND ND ND
C·2 01728 15' 2.8 ND ND ND
C·2 01729 20' 130 ND ND ND
C-3 01730 20' 130 NO NO ND
C·4 01731 20' 15 NO 0.009 0.012
SCY-1 02174 30' 400 3.8 9.3 29
SCV·1 02178 50' 85 NO 0.0048 0.0037
~THORNE
~ ENVIRONMENTAL
SANDSTONE CORPORATE YARD
300 EAST TRUXTUN
BORING LOCATION AND PREVIOUS SAMPLE LOCATIONS
WITH SIGNIFICANT LABORATORY RESULTS
ETHYLBENZENE
ND
ND
ND
ND
ND
0.170
8.8
ND
DATE 11/89
PROJECT NO. EXHIBIT
3E-1052 1
e
CHEMICAL ANAL YSES SAMPLE >- .
Laborato Field J:^ C!J CI) .
WELL 31- 1-41 It: 0 .%
TPH OVM 0% w .J oC!J
CONSTRUCI10N .J:J 0.' ID 0 H SOIL DESCRIPTION
IDO w' E: J: .CI)
(ppm) (ppm) 0 C'- :J I- Cl)w
.., % H :jC
.J
".;.. ......;. 9
·!~;i·· SAND, Silty, Dark brown, very stiff,
..;..~."~. slightly moist,
.0'.' slight odor
'.;..~:.;.
· '!It'....~...
~..-:::.
..,..~...~.
.... '.,.
:~:;~:.
~ ....~
:~;~~:: 400 1025 35 30 02174
SM SAND, Silty, very fme·to coarse
'-:~::'. grained, tan, dense,
·i~:~·· sltghtly moist, sli~t odor
'~~:::'.
·i~::;··
·i~:;··
'~~::;'.
'.,¡...~...;.
.... .... .
·i~::;·· 248 49 35 02175 SAND, Very fine to coarse grained,
'~~'4:'
~. ...... ~..: ~ SW tan, dense, '
... :-:''':'
.¿~;;.: ,,¡.':. . slightly moist, slight odor
~.~~~
.....~. ..;. · ..
. .
.', .... . ~'.-'
'';'''~.:e:' · ..
..... .... . -,' ..
· .¡.'~.:e.:
..... ... . .......;
'i::::', ' .
·i~::·· Cement -.' ..
~~.~ .
· .;.::-:. :.;: backfùl · ..
... .... . 40 02176 ~.~:.~ SAND, Very fine to medium grained,
.~~.~: 168 66
... .... . ..'.w'
· ....;":. ':';,' -~.-.. , .. tan, dense,
.... ..... . .. :- slightly moist, no odor
'.;.::-:...;. :'-.~
... .... . -:.-~
· ....~...;.
.... .... . ..,:..,
...~..e;,. · ..
.' ...... ..':. .
'';'':-:-'--=' : '..:-'
... .... .
· ";":-;-. :';,'
... .... .
· .,;.':-:. :.i: . :'-.~
... .... . -.' ..
· .,¡..':-:. :.;. :.. .
'4t' ...... . 58.4 47 45 02177 SM SAND, Silty, very fme to medium
..;..:-:. :.:'
.... ... .
.~~.~. grained, tan, dense,
.... ... .
.~.~.~. slightly moist, no odor
4:' ..... .
'';'':-:.~'
.... ... .
.~.~.~.
... .... .
'.,¡.':-:.':';'
.... .... .
.~:-:..:.;.
.... .... .
'''¡'':-:.':';'
... .... .
....:-:.~.
~. ..... 50
..;..:-:.~. 65 4.3 38 02178 SAND, Silty, very fine to medium
.... .... .
'.¡,;.:-:..:.;. grained, tan,
.... ... .
·'~I::-::':';'. slightly moist, no odor
THORNE ENVIRONMENTAL, Inc.
"TREATMENT BY DESIGN" .
Sandstone Corporate Yard
LOG of BORING
SCY-l
PLATE
Pro'ect Number
3E-I0S2
November 1989
Page 20£ 2
,e
e
CHEMICAL ANAL YSES SAMPLE >- .
Laboratorv Field J:^ CI en .
WELL 3'" ....... It: 0 .%
TPH OVM 0% III .J (JCI
CONSTRUcnON .J::I 0.- m 0 H SOIL DESCRIPTION
mO III- J: J: . . en
(ppm) (ppm) (J or.- ::I ... en III
, v H ::)0
% .J
, 0 Surface backfill
·~···::II :~.~~ SW
~.' .
~. .....
'~--:::'1 ::~-.;,~
· . ... . '0 -,' 'III
::.'::' : -"
0'. .
·.;;"":·...·1 -.0 III
: -.
:~~§:: ......
· ..
: -"
· ..
: -,'
~3i .' .
~..;.~
,,'0-
· ..
: -.
.' .
-.0..
- 0 4 5 02169 .....
'i-:::', ~..;.~
'£-:::', ::~~
'i~::' ....~.
.~~:.;. -,' III
: -,0
.;~::;.. -.'.-";
... ... . -:.-.; Sandy backfill
· .;.'~.:';' '.
.... .... . '...
..~.:';. -.' 'III
~.'-' -.' ..
·i~::··
.~~.:.;. - 10 :'..~
...... . 0 2 02170 ......
'~~:;'. ' ..
;.~-.:.
..;..~.~. ~..;.~
... ..... . ......
.~"!":.:.;. : '..:-'
.;~?:.:: t·~.~~
.... ~. 41:' ~.~.:
.........
"i::::', :~.~:
:f~::.: ,0. .
~'';.:-'
.... .... '; ,0. .
'.;.'~... 15 ~.:..~..
.' ..... -
..;;~..... Cement 1481 24 02171 ~.:..:-' SAND, Very fine to frne grained,
.' ..... ,'. .
'.;;~..... backfill · .. tan, medium dense,
.... '.. · . slightly moist, no odor
..;...~.4Ì:. ,
........ .:.:.-..;
'i~::·· ..
. .'
". .
· ....--:.:.;' : -.,'
......... ..... .
..-:~.:.;. · ..
.. .... . ..':. .
...~.:.;. · ..
-It. ..... . " .'
..;..~.~. -.' IIIII
....... ..':. .
· '¡"~...;. :..,~
... .... - 20 ......
'.¡,;~'.. 1240 25 02172 :'. ~
... '..' ..... SAND, Same, except fine to coarse
.~~.~' -,' ..
.:~::.' :~;;: grained, slight odor
+. '.. .
.~~:;.. . .
... .
..;..~.4t:. · ..
~, ..... . .
'-:'::::'. · ..
· .-:--:.,t.;' -.. ..
.... ....
·i~::·· · ..
. '.
'i.:~::', ~.~ IIIII
25 ......;.
Surface Elevation: feet Logged By: Barbara Minette
Total Depth: 51.5 feet Supervised By:
Diameter of Boring: 8 inches
Date Drilled: November 2, 1989 Water Encountered at: feet
'~THORNE ENVIRONMENTAL, Inc. Sandstone Corporate Yard PlATE
'TREATMENT BY DESIGN" LOG of BORING
SCY-l 10f 2
Projec:t Number 3E-I052 , November 1989 Page
I 0 ..... '- 1 ~) - :3 9 i-J E D
11_::'
t-~AT I OHAL
.NatifDnal
-l-oxicology
, L,aboratories INC.
3101 - 16th Street, Suite 107
Sample 10: 91107B-45
Date Received: 02-Nov-89
.Jate.Analyzed:
10-Nov-89
)ate Reported
15-Nov-89
Date Collected: 02-Nov-89
3ample Descrip:02174
TO~'~ I 'ILOG"('
LABO
P.02
rlaresh C. JaJn. Ph.D.
labOratory DIrector
AFFILIATED WITH ZALCO LABORATORIES. INC.
Thomas C. Sneath. B.s.
ChIef TOJdcologlst
Bakersfield, California 93301
LABORATORY REPORT
.<.u rt R. Neisass, Ph. D. vet? -'
Director Environmental Analysis ~
Constituent
Benzene:
Toluene:
Ethylbenzena:
'otal Xyllsnes:
ðurrogate Recovery:
-::omments:
Galifornia D.O.H.S. Cart. ~225
Reporting
Units
ug!Kg
ug!Kg
ug!Kg
ug!Kg
%
,805/322·4250
800/350-3515
Date Extracted:
n/a
Test Requested:
8020 BTX
Test Method: EPA Method 8020
Type of Sample:
Soil
Basis:
As Received
Surrogate: Trichloroethene
Dilution Factor:
1 in 100
Analysis
Results
Minimum
Reporting
Level
3800.0
9300.0
6800.0
29000.0
103.0
200.00
200.00
200.00
200.00
~aV-15;-S9 WED
11_3
NAT I Ot'~AL
T·O:=-:: I _ L 1;:1 G"Y"
LABO P.03
l'TatifDnal
l'oxicology ,
:' Laboratories INC.
:; 101 - 16th Street, Suite 107
Sample ID: 91107B-49
)ate Received: 02-Nov-89
Date Analyzed:
10-Nov-89
)ate RepcJrted
15-Nov-89
Date Collected: 02-Nov-89
Sample Descrip:02178
"aresb C. Jain. Fb.D.
LaÞOratory Director
AFFILIATED WITH ZALCO LABORATORIES. INC.
Thomas C. Sneath. B.S.
, ChIef Toxicologist
Bakersfield, California g;-S:50 1
LABORATORY REPORT
"kurt R. Neisess, Ph.D.
~irector Environmental Analysis ~
Consti tUEmt
Benzene:
Toluem! :
Ethylbenzene:
'otal Xylenes:
Surrogate Recovery:
:omments:
Reporting
Units
ug/Kg
ug/Kg
ug/Kg
ug/Kg
%
~alifornia D.O.H.S. Ce~t. #225
, 805 1:522·4250
800 I 350·:;515
Date Extracted:
n/a
8020 BTX
Test Requested:
Test Method: EPA Method 8020
Type of Sample:
Soil
Basis:
As Received
Surrogate: Trichloroethene'
Di lu tion Factor:
1 in 1
Analysis
Results
Minimum
Reporting
Level
None Detected
4.8
None Detected
3.7
109.0
2.00
2.00
2.00
2.00
NO··.··-15-89
\.·.lED
1 1_34
NATIONAL
TOX xttoLOG'Y'
LABO
P.134
nNational
't'oxicology
. Laboratories
.;) j U I .- J (jttJ Street, ::>ulte 107
Naresb C. Jain, rb.D.
Laborato/)' Director
INC. AFFILlATFOWITH 7AIf'J''\16'"'''ATI'\Ø''''' "'1'
Bakersfield. CalifornJa 9.3301
Thomas C. Sneath. B.S.
Chler TOf<,çoloa'at
805/322·4250
800 I 350-~.") 1.")
~HØUKHIUHY REPORT
SAMPLE IO: Thorne Environ. Samples (see below)
NTL LAB #: 911078
DATE SAMPLE RECEIVED: 11/02/89
DATE ANALYZED: 11/10/89
TEST: Total Volatile Petroleum Hydrocarbons
METHOD: California DOHS LUFT Manual
SAMPLE TYPE: Soils
RESULTS: Minimum Reporting Level = 5 mg/Kg
---.----------------------------------------------------------
LAEt 1*
SAMPLE 1D
RESULTS
---.----------------------------------------------------------
911078-45
911078-49
02174
02178
400 ug/gm as Gasoline
65 ug/gm as Gasoline
-------------------------------------------------------------
-------------------------------------------------------------
DATE REPORTED: 11/15/89
Kurt R. Neisess, Ph.D., ~~~
Director Environmental Analysis ~~
PROJ. NO. PROJECT NAME
3t -'0 SJ. NO. 'CI
L.P. NO. SAMPLERS: (Signature/Number) .:/ IQ "\ /VTL
'" ... +. ..'
(P,O.NO.) !~,,~ r}t~' 11110 OF ~ "") , --- -. ,,-. ....-..
... Ç" ~ < t [ . .-
" \ Q. '~ " <
CON· ~ \,; C . 't °t ~... -~
DATE SAMPLE 1.0, SAMPLE 1.0, TAINERS REMARKS
TIME
MM/OO/YY HH:MM:SS
Ii /1 /f(Ci 9: 30 O,:)'lfð&j 5c:: "'. J S" , J / 0
c:,
e¡: '-IS (Ì .;¡ 170 / I ./ 0
/0
lo:on O~ I ï II I~ , ,/ ¡vPI
I'): /0 ,') .cJ I 7 ::t,. .;Jo' J ¡/ / .;J 1./0 .
/.: IS O.).t"7~) ~ S' f J t/ "74
10: .2'0 n.) t ï '-' 30 I i J V ~oO ~,q C¡,3 J"1 ' ? leJ"""
!p. 'J
lo:,,¡O O.;2t7S .~ s I / V ,:2 4 'X"
II : oC ,., J. f 7 (.:, <.¡ ,,' / ./ '/G,~
//:1'5 ~;¡'7/ 4S' I vi _.,-p u
ðrl./7'( , J V J IPS NO ,o~ 01 IJO './ .~
/I.;;S S'ð ,vo" ,
1Ielinquished by: (Sign.ture, DalelTlme Re.::eived by: (Sign. lure) Remarks Send Results To ß b
/2 (' -" .7 J.. Attention of Q,.. N,'i?,c'rl-é '
~")1 r ~ ·11"
'Þ'I ""'-','i' /,~, ''jr'' . ...:.,{7¡D IVO.....~ç,1 TV;'Þ""'Jc,""(.J~.......c/ THORNE ENVIRONMENTAL. INC. '
Relinquished by: (Sign.ture) DatT1me Received by: (Sign. lure) ¡¡S?ø C.,/....ð",......., J --_"0
,Be.~E -~ t'f!'."¿ /c:"; C/J 93.)o?
Relinquished by: (Sign.ture) Dalerme Received for Laboratory by: Ft;)$- 3.Ã" -o~/9~
(Sign.ture) <:; ~9 ~ ;::"/9.)('
- n-aof--
r~~~ ; 1'.JnIw.
!Sf ENVIRONMENTAL
WhitE' . Sampler
Canary. Relurn Copy To Sh,pper
Pink, Lab Copy
N°
. n? 1 ~
r<TT 4 T""T AT:" roTTC"'T"r..~"'T
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WORKPLAN FOR PHASE I
SITE ASSESSMENT OF GASOLINE
IMPACTED SOIL AT THE SANDSTONE
CORPORATE YARD AND DIESEL
IMPACTED SOIL AT THE SANDSTONE
RENTAL YARD, BAKERSFIELD,
CALIFORNIA
1iI~
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TABLE OF CONTENTS
Page
1.0 Introduction 1
1.1 Purpose 1
1.2 Project Scope 1
2.0 Facility Background and History 2
2.1 Project History 2
3.0 Soil Borings 3
3.1 Report of Findings 4
4.0 Methods 4
4.1 Boring Methods 4
4.2 Soil Sampling 5
4.3 Field Screening of Soil Samples 5
4.4 Soil Analyses 5
5.0 Quality Assurance Plan 6
5.1 Sample Collection and Handling Protocol 6
5.2 Sample Identification and Chain of Custody Protocol 6
5.3 Analytical Quality Assurance 6
6.0 Site Safety Plan 7
7.0 Schedule 7
8.0 Remarks/Signature 8
Exhibits
Exhibit 1 -- Location Map
Exhibit 2 -- Equipment Yard: Former Tank Locations
Exhibit 3 -- Rental Yard: Former Tank Locations
Exhibit 4 -- Equipment Yard Sample Locations - Tank Removal
Exhibit 5 -- Rental Yard Sample Locations - Tank Removal
Exhibit 6 -- Equipment Yard Proposed Sample Locations
Exhibit 7 -- Rental Yard Proposed Sample Locations
Exhibit 8 -- USCS Key To Log Of Borings
Exhibit 9 -- Soil Sampler
Appendix A
Site Safety Plan
Material Safety Data Sheets
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III~
1.0 INTRODUCTION
. Sandstone, Inc. has retained Thorne Environmental, Inc. to prepare a workplan 'for soil
assessment at two sites: the corporate equipment yard at 300 E. Truxtun, Bakersfield,
California, which has been impacted by gasoline, and the equipment rental yard at 500
E. Truxtun which has been impacted by diesel. The lead agency for this project is the
Kern County Environmental Health Services Department, (KCEHSD).
1.1 PURPOSE
The soil assessment described in this workplan has the following objective:
o Assess the lateral and vertical extent of soil impacted due to
gasoline contamination at the corporate yard and diesel
contamination at the equipment rental yard.
1.2 PROJECT SCOPE
The scope of services in this workplan include:
o Locating underground utilities utilizing Sandstone information
as well as calling Underground Service Alert (USA);
o Advancement of four (4) soil borings at the corporate
equipment yard and two (2) soil sample locations at the
equipment rental yard. Borings will be advanced to
approximately 30 feet, below ground level, around the
perimeter of the former tank locations at the rental yard. The
augers will be steam- cleaned prior to and between each
boring. At the corporate yard samples will be collected to ten
(10) feet below the bottom of the tank excavation pit;
o Collecting selected soil samples at depths to be evaluated in
the field. Samples will be collected at approximately 5 foot
intervals. These samples will be field screened and selected
samples will be chosen for chemical analysis. Lithology and
other pertinent date will be recorded on field boring logs.
o Field screening of soil samples will be accomplished using a
photo-ionizing detector (PID) with a 10.0 e V lamp. Soil
samples will be placed in mason jars to approximately 50%
capacity, shaken, and let stand for 15 minutes. A standard
headspace reading will be recorded at this time.
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Soil samples for chemical analyses will be collected in brass
tubes and immediately sealed with end caps and tape: The
sealed tubes will be immediately placed in a cooler with blue
ice and shipped to a California State Certified Laboratory
under Chain of Custody procedures. '
(})Jv
v.h
o Selected soil samples from the rental equipment site will be
analyzed for total petroleum hydrocarbons (TPH) as diesel.
Selected samples from the corporate yard site will be analyzed
for TPH as gasoline. The concentrations of TPH as diesel or
gasoline will be determined using EPA method 8015 modified.
Selected samples from both sites will be analyzed for
purge able volatile aromatic organics using EP A method 8020;
o Preparing a detailed written report which describes the results
of the soil investigation and will include drilling methods,
sampling methods, chemical analytical results, distribution of
contaminants, recommendations and conclusions.
2.0 FACILI1Y BACKGROUND AND HISTORY
Sandstone, Inc., operates a corporate facility at 300 E. Truxtun Avenue and an equipment
rental facility at 500 E. Truxtun Avenue, in Bakersfield, California (Exhibit 1). At the
Corporate yard (Exhibit 2), three (3) underground Storage tanks were in place between
1968 and 1989. They consisted of one (1) 2,500-gaIIon unleaded gasoline tank, one (1)
2,000-gallon unleaded gasoline tank and one (1) 1,250-gaIIon diesel tank. These tanks
had been out of service for several years prior to 1989.
At the equipment rental facility (Exhibit 3), four (4) underground storage tanks were in
place also between 1968 and 1989. These tanks consisted of one (1) 500-gallon gasoline
tank, one (1) 250-gaIIon gasoline tank, one (1) 250-gaIIon diesel tank and one (1) 250-
gallon tank which was suspected to have' contained kerosene. These tanks also had not
been in service for several years.
2.1 PROJECT HISTORY
On December 8, 1988, Thorne Environmental provided Sandstone, Inc., with a proposal
for the removal of the three (3) underground tanks at the corporate equipment yard and
the four (4) underground tanks at the equipment rental facility.
On March 8, 1989 the removal commenced with the dismantling of the old dispenser
islands and the concrete over the seven (7) underground tanks at the two sites. The top
soil was excavated to expose product lines and the underground tanks. On March 9,
1989, the seven tanks were triple rinsed on-site by Calpi, Inc. The tank rinsate was
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vacuumed out and properly disposed of by a licensed hazardous waste hauler. The tanks
were filled with 20 pounds of dry ice per 1,000 gallons of tank capacity. The process was
witnessed and certified by a representative of the Bakersfield City Fire Department~ The
cleansed tanks were then removed from the excavation and transported to American
Metal Recycling, Inc. facility at 2202 S. Milliken Avenue, Ontario, California.
Soil samples were collected from the floor of the excavation, in native soil, by a qualified
hydrogeologist under the direction of a Kern County Department of Environmental
Health Services representative. The definitive soil samples were collected from a
backhoe bucket that would excavate soil at the prescribed locations at vertical depths of
2-feet and 6-feet below the bottom of the tank excavation (see Exhibits 4 and 5). A 6-
inch long brass tube was driven into the soil, thus collecting a relatively undisturbed soil
sample. The brass tube was removed, capped, sealed with duct tape, labeled, put in a
Ziploc bag, and refrigerated in an ice chest at 4°C. Chain of Custody forms were
completed to ensure sample validity and traceability. The samples were delivered to
Med-Tox Associated, 3440 Vincent Road, Pleasant Hill, California for analysis.
The soil samples beneath the four tanks at the equipment rental yard at 500 East
Truxtun Avenue were found to have concentrations in excess of State Department of
Health Services regulations for hydrocarbons (greater than 100 mg/kg) when tested for
total petroleum hydrocarbons (TPH) as diesel. TPH as gasoline was non-detectable.
Additionally, the 2-foot sample beneath the 250 gallon kerosene tank was found to have
concentrations in excess of State regulations for benzene, toluene, xylene, and
ethylbenzene (BTXE).
Soil sample #9A, collected at 2-feet under the southern end of the 2,500-gallon unleaded
tank located in the corporate yard was found to have concentration levels of TPH as
gasoline in excess of State regulations. All other samples at the corporate yard have
significantly lower levels or are non-detectable.
The excavated soil remains at the corporate yard, covered with plastic and is estimated
at ten (10) cubic yards. The soil will be legally disposed of, under the guidance of Kern
County Department of Environmental Health Services, at a later date.
3.0 SOIL BORINGS
This workplan formally establishes the methods to be employed in the implementation
of the dual-site assessment. Following approval of this workplan by the County Thorne
Environmental will begin field operations. Thorne Environmental proposes to assess and
evaluate the full lateral and vertical extent of the contaminants in the soil. It is initially
planned to collect soil samples at two (2) locations at the corporate yard. This will be
accomplished by using a backhoe to remove soil to the desired depth and then sampling
from the bucket. The corporate yard samples will be collected to 10 feet below the
bottom of the tank excavation pit which is approximately 10 feet deep. Tentative soil
sample location are shown in Exhibit 6. At the rental yard soil borings will be advanced
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\~'~-~;;~:~ate~~-;;~jm~~¡m.Ç~ Exhibit 7 shows 'the tentative
boring locations at the rental yard. A soil boring will be advanced, or sample taken,
through the center of the previous tank location where the 2- or 6-foot samples indicated
impacted soil. This will be done to evaluate the vertical extent of the coritamination.
The other borings or sample locations have been chosen to define the lateral extent of
the contamination based upon the geologic setting and the orientation of the previously
removed tanks. Any hydrocarbon vapors detected by a 'photo-ionization detector in
excess of 5 ppm above ambient will be used as the basis for our decision to terminate
or continue a boring. Additional borings or sample locations may be indicated after
evaluation of field data. This provision allows some flexibility and will ensure an
accurate and complete assessment of the impaction plume.
All samples collected will be sent to a California State Certified Laboratory. Laboratory
analyses will be done on selected samples and the remaining samples archived for a
standard two-week holding period. Determinations will be made based on field data
regarding the number of samples to be analyzed.
3.1 REPORT OF FINDINGS
A report of findings will be prepared which details field activities, sampling procedures,
analytical results, data evaluation, recommendations, and conclusions. Based upon the
conclusions of the initial report of findings, Thorne Environmental, Inc. will recommend
what further action should be taken.
4.0 METHODS
The methods employed implementing the above scope of work are described in this
section.
4.1 BORING METHODS
The borings at the rental yard will be advanced using a drilling rig with a 6-inch hollow
stem continuous flight auger in accordance with ASTM Method D 1452-80 for soil
investigations and sampling by auger borings. The augers will be steam cleaned prior
to drilling each boring. The lithology and other pertinent data will be recorded on a
field boring log in accordance with the Unified Soil Classification System for visual
description and identification of soils (Exhibit 8).
Cuttings and other soils from the borings will be placed in 55 gallon containers or on
sheets of plastic and covered until it is determined and verified with analytical results
whether or not the soil is contaminated. If the material is contaminated a written plan
will be submitted by Thorne Environmental on behalf of Sandstone, Inc. to the County
for their approval before disposal occurs. Disposal will be the responsibility of
Sandstone, Inc. and occur within 90 days of completion of drilling.
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The soil borings will be abandoned by backfilling as follows:
A Borings which do not encounter any contamination will be backfilled with
native soil and sealed with a five-foot plug of cement grout.
B. Borings which encounter contamination will be backfilled with either
neat cement grout or sand cement grout using a pipe to tremie the
mixture down 1the boring. The bentonite content will not exceed 5%
of the mixture.
:4.2 SOIL SAMPLING
Soil samples at the rental yard will be collected through the auger in 2-inch brass sleeves
driven in a split-spoon sampler by a 140-pound hammer with a 3~-inch drop (Exhibit
9). This will be done in accordance with ASTM Methods D 1586-84 for split-barrel
sampling of soil and D 1587-83 for thin-walled tube sampling of soils. Soil samples will
be driven at 5-foot inteJvals. The blow counts, recovery, and lithology will be recorded
on the field logs. At the corporate yard samples will be collected from a backhoe
bucket that will excavat(~, at the prescribed sample locations, vertical depths of 5 and 10
feet below the floor of the existing tank excavation. A 6-inch long brass tube will be
driven into the soil. The sample will then be processed the same as those taken from
a split-spoon sampler.
Lithology will be described in accordance the Unified Soil Classification System. One
brass sleeve with soil from each interval will be capped, sealed, labeled in accordance
with EP A protocols, recorded on a Chain of Custody Form, placed in a cooler at 4
degrees centigrade or h~ss, and transported to a California State Certified Laboratory
with the Chain of Custody for the specified analyses.
~t3 FIELD SCREENING OF SOIL SAMPLES
Soil samples at the rental yard will be collected using three two-inch diameter 6-inch long
brass tubes installed end-to-end inside a splitspoon sampler. The middle sample tube will
be immediately capped, taped, and stored in an iced cooler upon collection and shipped
for analysis. The bottom tube will be used for lithologic description and the top tube
will be used for field screening. The material from the top tube will be placed in a
mason jar to approximately 50 percent capacity, shaken, and allowed to stand for a
period of 15 minutes. A standard headspace reading will be collected at this time and
noted on the boring log.
5.
e
e
III~
4.4 SOIL ANALYSES
Analyses of the soil will be performed by a California State Certified Laboratory in
accordance with state guidelines and EP A protocols. The samples from the corporate
yard will be analyzed for Total Petroleum Hydrocarbons by EPA Method 8015 (modified)
for TPH as gasoline. Samples from the equipment rental yard will be analyzed by EP A
Method 8015 (modified) for TPH as diesel. Samples from both sites will be analyzed
for volatile aromatics using EP A Method 8020.
5.0 QUALI1Y ASSURANCE PLAN
This section describes field and analytical quality-assurance procedures to be followed
during the investigation and remediation.
5.1 SAMPLE COLLECTION AND HANDLING PROTOCOL
Proper sample collection and handling are essential to assure quality of data obtained
from a sample. Each sample therefore will be collected in a brass tube, preserved
correctly for the intended analysis and stored for no longer than the permissible holding
time prior to analysis. Protocol to be applied in this project is described in Section 4.
5.2 SAMPLE IDENTIFICATION AND CHAIN OF CUSTODY PROTOCOL
Sample identification and Chain of Custody procedures are designed to assure sample
quality and to document sample possession from the time it is collected to the time of
its ultimate disposal. The container for each sample submitted for analysis will have a
label affixed with the identifying number or the number will be inscribed directly on the
container if feasible. The analytical laboratory will assign a separate sample number
unique to that sample for internal sample coordination and identification. A description
of the sample induding the sample number and other pertinent information regarding
its collection and/or geologic significance will be written in field notes and/or a geologic
boring log being prepared by the site geologist. These field documents will be kept in
a permanent project file. All samples will be analyzed by a California State Certified
Laboratory for the analyses requested. '
A properly completed Chain of Custody Form will be submitted to the State Certified
Laboratory along with- the sample. The laboratory's assigned number will be properly
entered on the form. A quality control officer at the lab will verify integrity of samples
submitted, proper sample volume, correctness of container used, and properly executed
Chain of Custody Form. Pertinent information will be entered into a log book kept by
the laboratory.
~
e
e
1fi111iC)RNE
ISf ENVIRONMENTAL
5.3 ANALYfICAL QUALITY ASSURANCE
In addition to routine calibration of analytical instruments with standards and blanks, the
analyst is required to run duplicates and spikes on 10 percent of analyses to assure an
added measure of reliability and precision. Accuracy is verified through the following:
1) U.S. EPA and State certification of results; and
2) Participation in inter-laboratory round robin program;
3) , "Blind" samples are submitted for analysis by the quality control officer on
a weekly basis. These are prepared from National Bureau of Standards
specifications or EP A reference standards; and
4) Verification of results with an alternative method.
6.0 SITE SAFETY PLAN
Appendix A contains a Site Safety Plan which complies with Worker Right to know
Regulations and CAC Title 26.
7.0 SCHEDULE
Thorne Environmental anticipates beginning work described in this workplan within two
(2) weeks upon approval by the County. The soil borings should be completed within
three (3) weeks of mobilization to the site depending upon the availability of a qualified
drilling rig, the occurrence of good weather, and other factors including client needs and
site specific conditions.
1
e
8.0 REMARKS/SIGNATURES
e
rjänDRNE
~ ENVIRONMENTAL
This work plan represents our professional opinions. These opinions are based on
currently available data and were arrived at in accordance with accepted hydrogeologic
and engineering practices.
This work plan was prepared by:
~~
Barbara Minette
Project Hydrogeologist
This Work Plan was reviewed by:
~&v_k/
, rent R. Rosenlieh, P.E.
Environmental Manager
'7 h <-/ /rf7
Date '
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TRUXTUN AVE.
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~ROJECT NO. 3E - 1052
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TRUXTUN AVE.
TANKS SAMPLE ' 'LOCATION
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~ ENVIRONMENTAL
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TRUXTUN AVE.
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PROPOSED SAMPLE LOCATIONS
FORMER LOCATION OF TANKS
----
~11DRNE
~ ENVIRONMENTAL
SANDSTONE CORPORATE
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PROPOSED SAMPLE LOCATIONS
EXHIBIT
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PROJECT NO. 3E-I052
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FORMER LOCATION OF TANKS
----
~1HJRNE
~ ENVIRONMENTAL
SANDSTONE EQUIPMENT EXHIBIT
RENTAL YARD
500 E. TRUXTUN 7
PROPOSED BORING LOCATIONS
"'On T'C'''''' ~Tn ":)T.O 1 nr;:..,
--..-..--------
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DIVISIONS
GRAPH L£TTER TYPICAL
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KEY TO LOG OF BORINGS
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SAMPLES AND BLOW COUNTS
CHEMICAL TEST RESULTS
HAMMER BlOWS PER FOOT OF ?ENEi'?.ATJCN
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-
-
TOTAL PEmCt.SJM
HYDROCARBONS
BENZENE
TOLUENE
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UN I FI ED SOl L CLASSIFI CATION SYSTEM
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~ ENVIRONMENTAL
SOl L SAMPLER
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APPENDIX A
SITE SAFETY PLAN
Introduction:
A Site Safety Plan (SSP) has been designed to address safety provisions needed during
the site assessment. Its purpose is to provide established procedures to protect all on-
site personnel from direct skin contact, inhalation, or ingestion of potentially hazardous
materials that. may be encountered at the site. The SSP establishes personnel
responsibilities, personal protective equipment standards, decontamination procedures,
and emergency action plans.
Thorne Environmental, Inc. seeks to enter properties described above for the purpose'
of conducting a soil assessment consisting of approximately four (4) soil borings at the
rental yard and two (2) sample locations at the corporate yard to further define the
extent of impaction.
Soil samples at the rental yard will be collected at five-foot intervals during exploratory
drilling using a California modified split-spoon sampler through a hollow stem auger and
with a backhoe at the corporate yard. All possible efforts will be made to collect
undisturbed samples. Each sample to be chemically analyzed will be collected in a brass
sleeve, capped with lined plastic lids, sealed with tape, and placed on ice in a cooler
immediately. All Chain of Custody protocol will be followed.
Drilling equipment will be brought to the site and operated by a licensed subcontractor.
This SSP describes means for protecting all on-site personnel from deleterious
contamination or personal injury while conducting on-site activities. As described below,
we will strive to meet all requirements promulgated by the California Department of
Health Services.
Site Background:
Two sites are covered within the scope of this workplan the first is the Sandstone
Corporate Equipment yard. Three underground fuel tanks with a total capacity of
approximately 5750 gallons were removed in March, 1989, from this site. Soil samples
revealed gasoline impaction. The second site is the Sandstone equipment rental yard.
Four underground fuel tanks with a total capacity of 1250 gallons were removed in
March, 1989, from the site, soil samples revealed diesel contamination.
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Responsibilities of Key Personnel:
All personnel on-site will have assigned responsibilities. Barbara Minette, will serve as
Project Manager and On-Site Geologist. She will also serve as Site Safety Officer,(SSO).
As SSO, Ms. Minette will assure that all on-site personnel have received a copy of SSP.
All personnel will be required to document their full understanding of the SSP before
admission to the site. Compliance with the SSP will be monitored at all times by the
SSO. Appropriate personal protective equipment, listed below, will be available and
utilized by all on-site personnel. Prior to beginning work, the SSO will conduct a
training session to assure that all are aware of safe work practices. In .the training
session, personnel will be made aware of hazards at the site and will utilize Material
Safety Data Sheets for information on compounds to be encountered.
Barbara Minette will also be responsible for keeping field notes, collecting and securing
samples, and assuring sample integrity by adherence to Chain of Custody protocol.
All on-site employees will take reasonable precautions to avoid unforeseen hazards.
After documenting full understanding of the SSP, each on-site employee will be
responsible for strict adherence to all points contained herein. Any deviation observed
will be reported to the SSO and corrected. On-site employees are held responsible to
perform only those tasks for which they believe they are qualified.
Provisions of this SSP are mandatory and all personnel associated with on-site activities
will adhere strictly hereto.
Job Hazard Analysis:
Hazards likely to be encountered on-site include those commonly encountered when
operating any mechanical equipment, such as the danger of falling objects or moving
machinery. Simple precautions will reduce or eliminate risks associated with operating
such equipment.
A drilling contractor has been employed to deliver and operate all drilling equipment.
Qualified personnel only will have any contact with this equipment. All on-s.ite
personnel, including the drilling contractor and his employees, are required to wear hard
hats and hard-toed boots when in close proximity to drilling equipment. Latex sampling
gloves will be worn by persons collecting or handling samples to prevent exposure to
contaminants. Gloves will be changed between samples, and used ones discarded, to
avoid cross-contamination. Proper respiratory equipment will be worn if vapor
contamination levels on-site exceed action levels as determined using PID. Furthermore,
no on-site smoking, open flame, or sparks will be permitted to prevent accidental ignition.
Risk Assessment Summary:
Exposure to chemical on-site include TPH as diesel and gasoline, toluene and xylene
(BTX). Therefore, we will include these compounds in this summary. These chemical
:represent a hazard because they are moderately to extremely toxic and most are highly
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flammable. Threshold Limit Values (TLV's), Short Term Exposure Limits (STEL's), and
Toxicity levels (LD50, oral-rat), all in mg/kg (ppm), are listed below:
Compound
TLV
10
100
100
STEL
Toxicity
Benzenes
Toluene
Xylene
25
150
150
4894
5000
4300
Benzene is considered an extreme cancer hazard. Applicable MSDS forms are attached.
Exposure Monitoring Plan:
A Photo-Iomzation Detector (PID) will be used to monitor vapor concentrations around
the site. Should concentrations exceed TL V's, protective measures will be taken. Passive
dosimeter badges will be placed in downwind locations if PID readings indicate high
levels of volatile organics in the breathing space.
Personal Protective Equipment:
All personnel on-site will have access to respirators with organic vapor cartridges.
Replacement cartridges will be available on-site as needed. When handling samples, the
on-site geologist will wear latex gloves. Hard hats will be worn by all personnel on-site
when in proximity of drilling equipment.
Work Zones and Security Measures:
Access to the site will be restricted to authorized personnel. A set of cones, placards,
or wide yellow tape, surrounding the site will define the perimeter. The Project Manager
will be responsible for site security.
Decontamination Measures:
Avoidance of contamination whenever possible is the best method for protection.
Common sense dictates that on-site personnel avoid sitting, leaning, or placing equipment
on possibly contaminated soil.
All personnel will be advised to wash their hands, neck, and face with soap and water
before taking a break or leaving the site. Respirators will be washed with soap and
water following each day's use.
Drilling and sampling equipment used will be decontaminated by steam-cleaning.
Sampling equipment will be decontaminated before each sample is taken and drilling
equipment will be decontaminated before each 'boring is commenced.
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General Safe Work Practices:
Personal safety and hygiene should be of utmost consideration while on-site. To prevent
ingestion of contaminants no person shall be allowed to eat, drink, or smoke on the site.
The Site Safety Officer will designate an appropriate nearby area.
Standard Operating Procedure
Drillers and other on-site personnel will be briefed each day in "tailgate" meetings as to
the day's goals and equipment to be used. Anticipated contaminants and emergency
procedures will be reviewed. Appropriate personal protective equipment will be put on
and verified correct by SSO, including respirator fit.
Drilling and sampling equipment will be steam-cleaned before being brought on-site.
Split-spoon sampling equipment will be steam-cleaned before each use. Augers will be
steam-cleaned between borings.
The On-site Geologist will oversee all operations and log all borings in consultation with
drillers. The Sample Coordinator will assure that proper protocol is used at all times
in collecting and handling samples.
Training Requirements:
The SSO will conduct a pre-site training session which will include all points MSDS
forms, contaminant properties, warning signs, health hazard data, risks from exposure, and
emergency first aid. All chemicals to be covered and the SSO will assure that everyone
fully understands site hazards.
Medical Surveillance Program:
According to CFR 29, 1910.120, Paragraph (f), employees who wear respirators 30 days
or more during one year or who have been exposed to hazardous substances or health
hazards above established permissible exposure limits are required to be monitored
medically. All site personnel will be required to have had a complete chemical physieal
within the past year.
Record-keeping:
Documentation will be kept on all personnel exposed to contaminant hazards on the job
site according to OSHA regulations. These will include documentation that employees
have received training on the SSP, respiratory protection, MSDS forms, and all emergency
procedures. These will be reviewed during the pre-site training meeting.
Exposure records on each job will be kept for 30 years to meet requirements. Included
will be names and Social Security numbers of employees, medical evaluations, on-the-
job logs from entry to exit, first aid administered, visits on-site by outside persons, and
personal air monitoring records.
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Contingency Plans:
In the event of accident, injury, or other emergency, the Project Manager/SSO, or other
person will notify appropriate government agencies or individuals as follows: '
1. Kern County Environmental Health Department
Ms. Dolores Gough
(805)861-3636
2. Police, Fire, Ambulance: 911
3. Nearest Emergency Hospital:
Mercy Hospital
2215 Truxtun Avenue
Bakersfield, CA 93301
(805)327-3371
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MATERIAL SAFETY DATA SHEETS
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~ ENVIRONMENTAL
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C~UT!ON: CON1'íUNS 8ENZE:l~E, Cí1NC;::~ HAZARD , ' ,
. ~:c=? lIWð~) f:-om heAt., a~4C'ks, fl~me. Avoid. contact. with' eyes) akin, i::l~.thi.nq..
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~ SECTION II - HAZ~RDOUS COMPONENTS
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. , : ,·:Sï::CTION;,IX. '-;hS~ORAG, ,AND HANDLING PREC~UTtOHS·;. .,.'.,~ ..,(" .",''';,,;'' ..;',..'.., "
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, L..a,nmablellquld ~t.arage a.re~ .ar .c4b1ne't. . " . ;,:;:'" ., .' ; :'.. ",. ....: , . .';,' ;'~ ¡.
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=- 'f. S~C1'ION X ~ TRANS?ORT~T!ON DAT~ AND ACDlrIONAI:·.INFORI1ATION·,·;.?,;·;·\..,·.',f;~:~;:~,·,:
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L :~:. expa:":.enc~ 4nd da~a ~r=~ent=d ~n var1au:. t=chnlc~l pub11c~t1an~. It,~:.
~.~ re~pon~1bili'ty ta determ~ne ~he ~ult~bili~y af thi:. 1nfarmatian rar
, ·".Lt :.on a r nec=~~ary ~Arttty ~c-ac~u~ ian~. lJes r=~erve the right ta ravi:.e
l'~':'~ S4.rct.\,.J Dat4 S~c=t~ pec-iadic.s.lly a:. nau inrormat.ian bec:2me~ a,v4~1a,;:¡le.
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C:'emuec: I ldOQ) 42"·9300
"., Natianal ResaonScl Cðnler ,f (aOO) .a24·aS02
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....;an 'Sýnonym~: ·Hethylben==nej' Phenýlmathan~; Tai'c.ia.l. ," .,'.' :,J .' -;... " ::
. :Jduct. 'Cod.e~:, 9'172) 9456, 94QQ J 9~62 ,V963 j 9351) 946 a )9~~? ,9'159.j~3~6~;,9461," ::,:,
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[Ii ' PREC"UTIONAR't' LASE_CoING ,.:':", ': ,.".,' ,:':-;0'," -
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C;:;USE:5 ::'fE I~UUTATION .
. :~.? aW4\) ~ram heat, spa.rk~, flAme. Avoid cont.a.ct. wit.h a\}a~, skin, cl.a~n9·
'q~d brc:ath~ng vapor. K4a~in tightl\} cl.a~ad conta.iner. U~a with adaq~ata
~:ila.tian. !.Ja~h t.horoughly after handling. In C4~e of firs, u~a wa~sr ~pray,
~=:Jhol foam, dry chemica.l, ar ca.rbon diaxide. ~lu~h spill arsa with ~at.ar
:- ""f'.3. \} .
-------...-------------------------.-.------------------------.--------.-.----
~ SECTION II - HI=IZRRCQUS COHPONEHTS
I' .
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.._-----_..------------------~------.----_._------------------------------~-----
-l'
C.Jm1'1on~nt.
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C~5 No,
: :~ana
90-100
loa-aa-3
-1-------ø-----------------------------------------------------------.-.-.-----
I ' . '
. S~C~ION II! - PHYSrCRc. DATA .
. ~._---------------------------------------_.----------------.----------.-.----
;:.!. ing ?o :~n1:. :
, ! I
111·C (
232-:-)
\
U4~ar ?~3~~ur3(mmHg):
22
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C~n~inuod on ?~go:
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U:! Red Sc~ccae pnillipscurg. N.J. Q8S6SA'
. , ,2~.HCul.è~ge'\c., Tliuecnona -(20\) 359·2151 ' ~;,.
,.,' ~::' C~8mllec'.l(tiaa) 4~4·3laa" ~.,'
/':fatianal Ruàanse C.1ntel ,f (8CO' 424·aa02
. '- . ,- ~
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..::' ~" ,; ':'; :Së:CTtON;',·,I,Ir..., PKYSIC~L DATA '(CQn£iñuod)~~,:",~J..:/. :,,~:,{ " ,^".,'.'.: >-':, '.", ,
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l>. G 'Pai nt~ :';":~\:"~:;·7'.-:·f?,S.!q, <~':T.'.1,3~· F) , ;V"apat":o'Pen~'~~'~:~,·a,¡;r!!'.t)f:r,;,;~:,~~;,:;:; "
1_; ~(' r~ c . ~~ ~,' ~, ·i,~~i;,(:;:;~,};.Ö,"j~,~'::::~:/·:::Z ~,:::'''',:~~;3~':'·~~·: ,:':' '::: ;';"~~,,:':~·'p~'~;~~;f,~~:~'·':'~,4i~~.. =::,,:::<., i,;:' ~:I,i:}9, ::;::}
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1 " Úi tyŒ¡ ó~ ~'Y~':He9 ~{;i;;t (;:+~han Q. 1 ~)' ...%'?~~a~~~f~:~t~,~~~~~~+~~Q¿ .'..
ur~nc~ &. Odar': 'Cleà.n, èa'larle~~ liquid wi t,h bet:\:àncii-like :,qcfór. ..{. ;,::, "'."'; : '"
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"ft' r--tll!t· --.... - -- ~----~- -- - --- ---- - - - -- - --.... -- -- --- -~~.~--.-:-~~,.~:~~-.--~:~.._~,,,,-'-- .~.~-",
" , . ' ", .~,Së:CTION ,IV '-' FIRE AND EXPC.OSIOH. HAZARD ,DBTA;:,;',;;;:,,:,~:..,:S_;~"'~;·i;:""'· " ,
.- ...'... -.. _ -.... - ~ -- - -.. -~ -.... - ._.~- ~_.. - -- - - -- - -.. - - - --~ - - -~_:. .'~-~.. _:.¡;.,~'~~~,~.~.~..~~--~~~';',~-:.. ~.;..;. - - ~ .~:
:~n Paint: ..,·:~4·C ( . 40·:)' . HFPA '?04H' R4t:£~q"~~/:':27:3~'(L;:i>." .':::>.,~:, ,,: . "
r_tŽJla Li1nit~/ Upper '7.1 ~ >" ta..,cr 1.2 %' ..' . "
ar c~rban diaxida.
1 l-~t~"aUi~hi"n H~dia '
.~~ 41cohol fa~m, dr~ ch~mic~l
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::.-r 3 ¡ i.g h't.~r ~ :. hauld l,.¡aAr prapo r?rot.ec~iv8 csquipment and, $elf-cont4ined
=ro~~hing 4pp4ratu~ I,.¡itn rull f4c=pioc~ oper~~ad in po~i.tiva p~o~~uro·mado.
I~~ove con't.a~nar~ from Firo 4ro~ if it c~n bo don~ I,.¡i~hout ri~k. "U~o 1,.¡4~~r
LOO kaa~ _ri~a-a)(po::.ad cant.:J.inar~ coal. .
-,
·.I!d1 F':"'~ ,C; I::'<t?lo~i.on Ha::a:",d~
IJ4par~ may .lal,.¡ 41ang ~urf4c3~ to
L~lo~~d cont4inClr~ axpo~Cld to heat
oxidi==r~ may C4U~e fir~.'
di~tant.ignition ~aurc=~ and f14~h b4ck.
may explod~. C~ntac~ ~i~h ~tranq
:~ 'T'~ ---- - -- ---------- -~~;;~~~ -~-:- ~~~~ ;~-~~;~;;- ;~;~-- --------- ---.- ~---~::..~--~.
.~---------.--------------_.------------------------------------------------
[hald Limi~ Ualue (TLU/TUA):
~r :~. -To rm
__L:'-:':'J:
E:xpa~ur~ Limit CS1",t,):
5GiJ
3 (lOa ppm)
mq/m
3 (150 ppm)
mg/m
saaa
375
~Dsa (ar~l-~~t)Cmg/kg)
"'-.... r . ,.
; ~~ "r- I'Vfl!~-~~O~tlr~
L.!nh414~ion ai V4PQr~ may C~U~8
::on~c:.ou~ne~~.
L ';:,r:-oni.c' Q¡'¡'::IC-:'~ or- OVQr:-cx!?o:.ur=
n4u~e4, vami~ing nead~cha, ar la$~ ~r
.
may incluà~ kidney and/ar live~'d~magQ.
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C~emH8c J tBOO) ~ZA·-3:;Qa
Nat¡an:11 Resoonse Canter .f (aOO) 424·aa02
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i ¡i ¡: :sc:t. i'''o -= . ,097'2 a/a.s -. . ..' .~" " .; ..,', , " ...', ..' .'.:t..;;,':·::· :I~~tu~d::··09/.2",\/9 s
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C ' . . " '. ': ~,: ·Sc.C L,IOH U ~' HEALTH diAZARD, ,DATA,;',c:C~ nt1.nuctdi),:,:- ,', ~. ~.: '.', ',:;i " " '
. : ~ :~:::::~. ::: ::::: :~:~~~~:::::::::~~:·_~--~·~---~-'j",~¡'~;~;-~?tt.~~01~rh~?~~---
[" ~ :'. " IF ..~u&,~la~od., .,cia, NOT. induc:e:. va'~,itínq.: . Givè :~~t~'~:i·:.:;~.iï;Íç;X:;~~:~;:"'}·:~,¥.i!'J ,'~';'.,
" " ma.qna~1a.''', ':.: '~"';'.".': -~,.,; " /' .....- ",;"'c:'!.;!:'<1"::,~",~::,·:,,'·í:·.::·~:'-"'''·':·'"',<,0,,:,
:I f ,in¡;&l~d,; J:'ltmaùe to ,fre~h&ir.· ,If nat··,br;·~t·hi'rlq~.j;gi~Y~~~:~r·~'if:;èd;::îi:;~~:''';<:' 1
rlu (:iii-!-t ian. .;: I f,.br'à'a.thinq " i~ ",di.f fic:~i to, ,'9i.Jo 'O,)(Y9#~ ,.h>~;;;:':~5::,.~\?,'>·";.· ":;::::i;,.:',::','.
.Irl c:a.$e of cont.act,· 1mmediatòly flu~h 'eye~ uit,h ·pl!,n~yY"~.f,:;·wåt;~r·~::For:~ a.t:..
lera5t' 15 ininu'te~ .Flu~h :tkin Luith ~at"r ..::, ';:.- '.':'",,' '.':<' ':". ':.:: '...,'
. '.- - -- -.. -.. - ---- -.- - - - -- ---- - - - -- -- ---- - - --- --~ -~--~.- -~.-,~'-.~~~-~-."~'~~'~:.~~"'-_._" - --
¡r .,., '.,,"" S~C'l"ION OI -' RE:AC'l"IOITY' DATR': .' '. :::', :'.,>.'....':'.:... " ,",. ,
Ë, ~ _ _ _.. ._1 _ _.;.~ ~ _. _....... - -.. -.. -.. -.... - -.... --.. - - --- -.. -'----~-~- .~.~ _:I.-~'.;...-_.~-~~.;..~:·;;..~...,~..~.,.. ~...... -..
S tabil i ty: Stable Ha:~rdou~ Po ~yme'ri.=4t.i,ón:>::W~~(.,no.t<Çlc:ct1r
[C.;Jnditian:t'ta Avaid:heat, ~ourc::~ of. ignition,' fl4~~'{·· <', ",
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----~--------------------------------------------------~~-~.---~~~~~~-~~--_.~-_.,
J " S~CTION UtI - S?It;C AND DIS?OSAL PROCZDUa::S ,<" ",,' ,',' ,
._-_._._--_._.__._--------_._-_..__._----_._----~------~_.--~_.~,--._--------.-.
l=Í"~"'~ +;o,,~ "~!<en ;"r1 the ~'J~r1t cF '! ~O;" 1'):- ¿·~~M~~q~ :",
, WdCC ~elf-con~~ined br=4~hing 4pp4ratu~ and iull pt'ot~c:tive'~lothi~g.
Snu~ ari igni~ion ~aurc=~; no flar=~, ~mok~nq or fl4mo~ i~ ~r=4. Slop loa
i~ ~ou C:.3.n do :to ui.thout ri:tk. u~o uater ~pr~\} ta r~duC::2v4por~.' TaÌ<e: u?
w~th ~~nd or a~ho~ non-combu~tibl~ 4b~or~=n~ motorial 4nd plac:e i~ta
con~~~nar far l~~or di~~a~~l. Flu:tn ~rOQ uith u4te~.
[
J'. T. 94ker Sa i.u:torbil ~o lvent. ~d~o'r:e nt i~ :-oc:ommonded
iór :tpill~ ai ~hi~ ~roduct.
r·!:H"r:!O:!i...! ::I_"c~~I:r.,
l~ Di~pa~e in ~c:cordanc:= uith all applic3bl~ fed:2r31, ~tats, ~n¿ laC:31
onvi:-onmen~al rsgula~ion~.
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- ~... .' ..
[~~?~ Hi~:ardou~ (Ja~ts Number: U22Q (Toxic: Wa~t.e) ,.' ,',. ,
..-----.------------------------------.---------------------------.-.---.-.-.--.-
S::C'l"ION OII!
INDUS7~!A~ ?ROTECTIOE EQUI?HENT
.- .
[._--~._-:---------------------------------------------------------~----------_.
Uent.~l~t~an: U~e: goner~l or loc:~l oxnau~~ ven~il~~ion to moet
- " T~U rsquiroment~. '-
L 1ie~pir~t.ar·) ?:-ot:ction:
Re~pir~tor~ protec:~ion :-:quired iF 4it'barn~
con~:n~r4~ian 4xc:~ed~ T~O. At conC::2nt:-4tian~ up
to SOÜ ?pm, ~ ~hemic31 c~r~:-idqo r:2~pit'4~or ui~h
organic vapo~.~~r~:-idge i~ :-oc:~mmended. ,~bave
~hi~ l4vel, 4 ~ol~-con~~ined br:s~thing App4r~~u~
i:. r-:commondad. i
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SUMMARY OF UNDERGROUND TANK
REMOVAL SERVICES
SANDSTONE, INC.
PRESENTED TO:
MR. JAMES CURRAN
SANDSTONE INC.
300 EAST TRUXTUN AVENUE
BAKERSFIELD, CA 93305
PRESENTED BY:
THORNE ENVIRONMENTAL, INC.
APRIL 1989
e
IØJ THORNE
12 ENVIRONMENTAL
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.
TABLE OF CONTENTS
CHAPTER PAGE
1 INTRODUCTION 2
2 REMOVAL SUMMARy 2
3 LABORATORY ANALYSIS SUMMARY 4
APPENDICES
I PERMITS
II KERN COUNTY DEPARTMENT OF ENVIRONMENTAL
HEALTH SERVICES PERMIT
III HAZARDOUS WASTE MANIFEST
IV UNDERGROUND TANK DISPOSITION TRACKING RECORD
V CHAIN OF CUSTODY
VI LABORATORY ANALYSIS
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INTRODUCTION:
Sandstone, Inc. operates a corporate equipment yard facility at 300 East TruxtunAvenue
andl an equipment rental facility at 500 East Truxtun Avenue in Bakersfield, Çalifornia
(sec~ Figure 1). In December of 1988, Mr. James Curran of Sandstone authorized Thome
Environmental to perform the removal of three (3) underground tankS (one 2,500 gallon
gasoline, one 2,000 gallon gasoline, and one 1,250 gallon diesél) at 300 East .Truxtun
Avenue, and the removal of four (4) underground tanks (one 500 gallon gasoline, one
250 gallon gasoline, one 250 gallon diesel, and one 250 gallon kerosene(?» at 500 East
Truxtun Avenue. The previous tank locations are shown in Figures 2 and 3, respectively.
REJ\10V AL SUMMARY:
On March 8, 1989 the removal commenced with the dismantling of the old dispenser
islands and the concrete over the seven (7) underground tanks at the two sites. The top
soil was excavated to expose product lines and the underground tanks. On March 9, 1989,
the seven tanks were triple rinsed "on-site" and certified as clean and vapor free (zero
percent of the lower explosive limit) (Appendix I). The tank rinsate was vacuumed out
and properly disposed of by a licensed hazardous waste hauler (Appendix III). The tanks
were filled with 20 pounds of dry ice per 1,000 gallons. The process was witnessed by a
representative of the Bakersfield City Fire Department. The cleansed tanks were then
removed from the excavation and transported to American Metal Recycling, Inc. facility
at 2202 S. Milliken Avenue, Ontario, California. An underground tank disposition tracking
record was generated and is presented in Appendix IV.
Soil samples were collected from the floor of the excavation, in native soil, by a qualified
hydro geologist, under the direction of a Kern County Department of Environmental
Health Services representative. The definitive soil samples were collected from a backhoe
bucket that would excavate soil at the prescribed locations at vertical depths of 2-feet
and 6-feet below the bottom of the tank excavation. A 6-inch long brass tube was driven
into the soil, thus collecting an undisturbed soil sample. The brass tube was removed,
capped, sealed with duct tape, labeled, put in a Ziploc bag, and refrigerated in an ice
chest at 4°C. Chain of Custody forms were completed to ensure sample validity and
traœability, then the samples were delivered to Med-Tox Associates, 3440 Vincent Road,
Pleasant Hill, California for analysis.
The soil samples beneath the four tanks at the rental yard at 500 East Truxtun Avenue
were found to have concentrations in excess of Kern County regulations for hydrocarbons
when tested for total petf:oleum hydrocarbons (TPH) as diesel but were non-detected
when tested as gasoline. Additionally, the 2-foot sample beneath the 250 gallon
kerosene (?) tank was found to have concentrations in excess of Kern County regulations
for benzene, toluene, xylene, and ethyl benzene (BTXE). (Appendix VI).
e
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Soil sample #9A collected at 2-feet under the southern end of the 2,500 gallon unleaded
tank located at 300' East Truxtun Avenue was found to have concentration levels of
petroleum hydrocarbons when tested for TPI I and BTXE as gasoline, in excess of Kern
County regulations. All other samples at the corporate equipment yard have significantly
lower levels or are non-detectable.
The excavated soil remains at the corporate equipment yard, covered with visqueen, and
is (~stimated at ten (10) cubic yards. The soil will be legally disposed of, under the
guidance of Kern County Department of Environmental Health Services, at a later date.
RECOMMENDATIONS AND CONCLUSIONS:
Based on laboratory analyses and our on-site data, Thorne Environmental recommends
a more definitive and detailed site characterization to effectively access the areal extent
of soil impaction at the Sandstone Equipment Rental Facility, 500 East Truxtun Avenue,
Bakersfield. This will be referenced to as the Phase I Soil Assessment.
SCOPE OF SERVICES:
Thorne Environmental proposed to complete the Phase I Soil Assessment as follows:
1. Regulatory Liaison
Thorne Environmental will represent Sandstone, Inc. as an independent
consultant during meetings with Kern County Department of Environmental
Health (KCDEH), or any regulating agency that would be involved with the
site. The purpose of these meetings is to establish "action levels" for clean
up that are agreeable to all parties, and to develop open lines of
communication that will facilitate the decision making processes.
2. Workplan Preparation
The workplan will be designed around the "action levels" so as to maximize
efficiency and minimize expenditures, detailing the following:
o
o
o
o
o
o
o
o
o
o
o
Purpose
Project Scope
Soil Boring Locations
Soil Sampling Procedures
Methods of Drilling
Decontamination Procedures
Chemical Analyses
Facility History
Project Background
Site Specific Health and Safety Plan
Schedule
On-site Personnel
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3. Field Operations, Site Assessment
Upon' receiving Kern County approval for" the workplan, -Thome
Environmental will commence field operations. Currently, Thorne intends
to advance five (5) borings to approximately 30 feet. Soil samples will be
collected according to standard, acceptable engineering practices at
predetermined intervals. Soil samples. will be analyzed for total petroleum
hydrocarbons and volatile aromatics according to respective EP A methods '
8015 (modified) and 8020.
4. Installation of a Bioremediation Delivery Well
A field selected soil boring. will be completed as a 4-inch bioremedial
delivery well. The well will be constructed to comply with RCRA standards
and will be screened so that deiiverability of bioactive materials is
maximized.
5. Report of Findings
A detailed report inclusive of field activities, sampling procedures, analytical
results, data analyses, recommendations, and conclusions will be prepared
for submission to KCDEHS.
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CORPORATE EQUIPMEm' YARD RENl'AL YARD
300 TRUXTUN 500 TRUXTUN /
0 0
TRUXTUN AVE.
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ïHORNE ENVIRONMENTAL I LOCATION MAP FiGURE
SANDSTONE, INC.
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HORNE EN'/lRON(VIENT AL
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01513
1)1510
01509
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01511
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I ~ TANK 2 - KEROSENE? PA1' of £ ~C2. (,p'
I BlJILDnc ' 250 GAL.
~ TANK 3 - DIESEL
, 250 GAL.
---. ~
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TANK SAMPLE LOCATION
1 2 3 4 01524 - 1A
[i : ~ 01523 - IB
2' 2A 3A 01522 - 2A
01521 - 2B
01520 - 3A
6' 2B 3B 01519 - 3B
01518 - 4A
01517 - 4B
. -
:-iORNE ENVIRONMENTAL SANDSTONE FiGURE
RENT AL YARD
500 E. TRUXTUN 3
-
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APPENDIX I
PERMITS
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Cat.
3ÂXEISFIELl) rlRE DEPA1TMENT
JURUU OF fiRE PREVENTION
PERMIT
......
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P.rmit No.
In I:oniormity with provisions of pertinent ordinonces, codes ond/or regulations, permission is liereby
granted to;/ ./
1_ 7! ¡t
~J2 -Jrl 0w.""...kc'j 5(,:'-/ -!{~~ //7, .6~...
, Name of Company AddI1tu
to display, store, install, use, 'operate, sell or handle materials or process involving or creating con-
ditions deemed hazardous to life or property as follows: '
/1£r>U""'¿" (..,) 5'5"/)- ",.Æ d~' 0 5.:'-~ -~ ~ I' (~.Lb<i -,,~f L~ .
( , U Ij) '.~ ,U' , - r 0"
J )!, In - a.ff-'~,~,,",,-.a...-i-... ~ 9r!.J-_'ÍYJ _¿ ).1)L, L,,~~1~
- U 1 I I .) , {; / /
31..-c C/ --u~.¿ 'k-i.-,..J
subject to the provisions and/or limitations as provided on' the reverse hereof. Violation of pertin-
ent ordinances, codes and/or regulations shall void this permit.
.-----
IJA IE :
:3 Iv. 19XC;
BAKE'RSF~Ët~:)raE DEPARTHENT
BUREAU OF' FIRE PREVENTION
}1 ,::;:--
PFu"'rf NO'. ,,-:2,'-'c
_~'l' .
U Auto Tire Rebu i Id ing Plants
0 Auto \'¡recking
0 Junk Y.:ud
0 \.Jas I:e Hand ling
0 130w 1. ing Alley
0 C~lJ.ulose Nitrate
0 Combustible Fibres
fi C,)ßpr~ssed Gas
11 Dust: Explosion Hazard
~
I E:.;pl.ùsives
, D. ,; AnÙnuni t ion
D Hatches
[JPlace of Asembly
o ".·Flammable Finishes
o ' "Spray Fin~1Shing, 0
. ~. -£1 /~hy-¡,~D
/§. F;11ikriabíe"l;iquids
O' . Fumigation 0
o Garage, []
[J Hazardous Chemicals [J
o Lique fied Pe t Gas 0
o Lumber Yard
o Magnesium
Tent
Welding & Cutcing
Motion Pic Project
Airport - Heliport
Organic Coating
High Piled Stock
~'his c:lrd is to remain in a conspic';·".Is place near the installation '..lnt::'~ :ina1
in::'f)~c t ion i:> maJe ;,md dpprnveJ. ,ŒHARKS:
¡"inal Inspection:
19
Inspector:
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APPENDIX II
KERN COUN1Y DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES
. .
7~0 .~. Str!e~. Ste. 300
'aai<ersiieid, CA 93301
(90S) 361-3636
e KE:R~ COU.iTY e
Enviro~ental Health Se~lic~s Deparoent
"- .
PERMIT NUMBER A864-15
"
~~V4f-.-
)l ~IT POR PERMANENT OúaaØRB
JF UNDERGROUND HAZARDOUS
JU lSTANCES STORAGE FACILITY
?ACILITY NAME/ADDRESS:
omŒR ( S ) NAME/ADDRESS:
CONTRACTOR:
3¿ ldstone
3ûù E. Truxtun Ave.
3akersfield, CA 93305
Sandstone, Inc.
P.O. Box 866
Bakersfield, CA
Med-Tox Associates, Inc.
3651 Pegasus Dr. 111
Bakersfield, CA
License # lf83965
Phone: (805)-399-3564
Phone: (805)-325-5122
?-RMIT FOR CLOSURE OF
PERMIT EXPIRES
Mav 22. 1989
~ CATION
APPROVED BY
~ ," Febrn~ 27.
ijd4/ ;i&t/l '
Dan stÿey
1989
7 T.I\.NK( S)
AT ABOVE
APPROVAL DATE
. . . . " . . . . . . . . . . . . . . . . . . . . . . . . . POST OIl PREMI SES . . . . . . . . . " . . . . . . . . . . . . " . . . .
COUDITIons AS FOLr..OWS:
It is the responsibility at the Permittee to obtain permits which may be
required by other regulatory agencies prior to beginning work.
2. Permittee ~ obtain a City Fire Department permit nrior to initiating
closure action.
Tank closure activities must be per Kern County Health and Fire Department
approved methods as desc~ibed in Handbook UT-30.
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 recsive
prior approval by the Health Department.
a. (Tank sizs 1,000 gallons or less) - a minimum of two samples must be
r~t~ieved beneath the csn~er ot the tank a~ depths ot approximatel:
two feet and six feet.
If any cont~actors o~ disposal facilities other than those listed on permi't
and per~it application are to be utili~sd, prior approval must be grants¿
by the specialist listed on the permit.
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~~_.uT FOR EI~RMAlIEHT øLa3UR~ '
? UNDERGROUND HAZARDOUS
JT'"1TANC:tS STORAGE 11 ACILITY
PERMIT HUMBER A864-1~
ADDENDUM .
1
).
Soil Sampling (piping area)
a mi~Limum 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 (leaded/unleaded) gasoline samples must be analyzed for benzene,
toluene, xylene, and total petroleum hydrocarbons.
b. All diesel samples must be analyzed for total petroleum hydrocarbons
and benzene.
Copies of transportation manifests must be submitted to the Health
Cepar'tment wi thin five days of waste disposal.
All applicable state laws for hazardous waste disposal, transportation,
or treatment must be adhered to. The Kern County Health Department must
be no,tified before moving and/or disposing of any contaminated soil.
Permittee is responsible for making sure that "tank disposition tracking
recor'd" issued with this permit is properly filled out and returned wi thin
14 days of tank removal.
Advis;e this office of the time and date of the proposed sampling with 24
hours advance notice.
Results must be submitted to this office wi thin three days of analysis
completion.
1- .
~
:"EPTED BY:~ ÌWL- ~ ý ti
3 cd, ~
DATE
2 -27-8;
,
I 3tar!cey\864-15 . pta)
e
e
APPENDIX III
HAZARDOUS WASTE MANIFEST
e
Deoanmenl of Hoallh 5elVica:'
Toxic Suoslancell Co)ntrol Civ.,.o,
3acramanlo, CaUforn!'..
Slal't 01 Calíloml_tieaiUI and Wallare Agency .
:orm ,~pprovaø CMIt No. 2050-0039 (e.,pires 9-30·9 I)
"Ieue print or Iype. (Form dasigned for use on e/ile (I ch typewriler',
UNIFORM HAZARDOUS I. Genaralor', us EPA ID No.
WASTE MANIFEST
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B. , SllIle Generelo(s II)
2. PIIQe I
~. of /
Informalion in Ine :snadlKl araall
ia :t01 required by r:8derellaw.
3. Generalor'a Name and Mailing AØdrells ,
(:. ;.J r~'-'~ ø~ l~:;jr-/"'· .-::."- ¡";I",,/I.~ ~.:; ø',
-;¡. / .::; ~,~,.. -f- ~ J_o_'..-< 7-¡,' /.",' ~'.....,/~ "'_ .---r.., '
~ .-.' --- .~ " ;'-
4. Genefalor'a Phone (10~) 3" ~- 7Z- Z
~. Tran.perler I Company Name
/f'1 µ I /. . . -r-., ¡, -r.- /" /.
,,'/....,1. _ ~,·...C '-t:~ .r; " ':..o"w' . . ;,0 ;. "..' '--I
7. Tranlpclner 2 Company Name ": ;" ,,'
6.
J.~q
7' .:!" -:. .~ ,.
- .-
us SPA 10 NumDer
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~7
a.
ïi..?tOICl6l;!¡ ""
US EPA iO NumDer
9. Oellgnaled Facllily Name and Sile Addre.. _
"..' ,..,/ .4".M'- r. .
,.",... ~~ fC;;,."", __I ~~ /' :::.;r-I..vl """Ý
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&,-..A:"f:.,r~r:. ~/:·;' C,q .330,?
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; ..~"'. ".:: ~~:·i::1-~'~f·i:::'
G ·~.ëk~1:.4:'
.~~;j'.~}~~~:~~~~t~;\·
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11. US DCIT Descriplion (Including Proper Shipping Name, Huard Class. and 10 Number)
..
..........
No. '
a.
b.
¿~.;v..J~=:. ~$%u~j.. ~ c::. .'f,-.:.I ~-;'~f.~~
t'/" ~/. ~:}i-"'J" ".. ¡--:-:9-¿"':/-'~~.I -' ';;'/J/V
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EPAJOUIer
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d.
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:,..:~.;
EPAJOUIer: ~~;;"..:~...i ,
- :'''=-.:''...:. ~~\;< +;-;~::::-.'< "-:;~
.'
..
J.. 'T;' 0,-:'...; ~m..ç~~'l'7{/.~,~;·;~..(zJ;~;:t:!;;Œ:J~~ri
:\'. ~.S 'i: ,<'1(.;:!f;;¡:¥j:~~j;( d~f;p·~t::'f'J!t!f):~~(~?i~
15. Spec'I' Handling inslruclions anØ Adoilional Inlormation
. ";';'.I..:'.;~:.:ò ! _>;;; :'~:.~.:' b. t. .... .;.
..:', ,:~<;::J;.::jÆ~:;.0 ~:::¿T{'é;~~:~:~ :'-
,··~~:~;2~1:~~f~~~~r.JN~· ',,~,{~~~:~~*~:~~if:~:~è:}~:
~/, ......~.
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GENE¡RATOR'S CERTIFICATION: I hereby declare thallhe conlenls of Ihls consignmenl are fully and accuralely described above by proper :snipping name
and are cl8Ssllied. packed, marked, and labeled, and are in all respecls in proper condilion tor Iranlpon Dy highway according 10 applicable Inlernalionel anØ
national government regulations.
If I an~ a large quantity ~eneralor, I cenify Ihall have a program in place 10 reduce the volume anØ loxicity of wasle generaled 10 the deOtee I have delennineØ
10 be economIcally praclicaDle and that I have selectlKllhe practicable method of Irealmenl, slorage, or dilposal currenlly available 10 me wnictl minimizes Ihe
presenl and lulure threal 10 human heatlh and Ihe environmenl; OR, if I am a small Quantity ~eneralor, I have maoe a gooo faith eifon 10 minimize my wesle
ganeralion and selecl Ihe best wasle managemenl melhoØ thai is evailaDle 10 me and Ihall can alford.
PrinlaØ/T1,ped Name
/'~
..~: {~? 'f i.
Signalure
'/"'<~è ' ,þ (~;"-7'
Monlh
-,
I "
Day Yaar
1"/1 :-1
. ...-'--!"
\._,/ .....
.... j . .' I ~ 'Î'- ...,.
IÞ .' .....-
17. TranllPonar 1 Acknowledgement 01 Receipl 01 Matenals
.'
PrinlaØ/T~,peØ Name
.·..,.,1 :.-} -.. ~ :.':/' :~'.,,, 1". 1..)
18. Transponer 2 Acknowleøgemenl of Receipl 01 Malfials
Prinleø/Typed Name
Signalure
Month Day '(a",
t- 111;; I: 1.-.' .
~
..'/'
~.
". -----.
.r-'_....
'.
Signalure
.....onr" Day Year
19. Oiscmpancy InØicalion Space
F
A
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1
L
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T
y
'0 ¿) -::::
\; --
/ r¡3ç~J
20. '=..cllilly ùwner ar Coeralor <)' nillcation 01 receIpt 01 hazaraous matotlals cover..ø by tnia ,namiesl excepl as nOleØ in item
printeølT:!pe~ame' \ I ( (j I ~alure ,/ J~r'
:' " ~~~~\J ;(j .o-.-L-Mv~ t t:c,/ liA 0I'c;:--
;HS 8022 A (1'88)
;?A 8700-22
Rev. 9·68) Previous ~,øiliona are obsolete.
Do ,'fot Write deow ïhis line
'fELLOW: GENERATOR ~ETANS
e~¡2 /7 ~
19.
Mont" Day _ '."'f
IC13 ÛI ,7¡' ¿SI=
';141" "I C.¡hlorn;II-<'.....'lh and Wellare Aqllncy
, )1m Approvotd OMS No. 2050-0039 (Expires 9-20,91) _
'~"se print or type. (Form designed for use on elite (12_ typttwritBr).
UNIF()RM HAZARDOUS 1. aenerator's US êPA 10 No.
J WASTE MANIFEST I),Clf")1 <
3. altneraror's Name and Mailing Addresa ,
(:., V'- 1- ~.v C Q .-? " r".;' r, ;>AJ
'3 I ,;: F:. ~ .. ., J ". 'I _
a ÄJ I#' '':,. . -:: ~, ....! ( (. n 7;.a::: I
4. Generator's Phone ( ,1" ,~.() '.-& ~ ~ ..! f£ ") ?_ '!..
5. Transporter 1 Comøany Name 8. US EPA 10 Number
,,'/.~ r'"' V,.~. '.~""'" í.-.".-:.k <'·::.F'J;:"~ <: /' ìÍ .... r-,r--~ ;:.¡ ~
7. Transporler 2 Company Name a. US EPA JO Numb...
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D80ar.meat ~ HeIUh 3ervicas
TOXIC 3uQatance. Control Dlv;llOn
Sacramento, Calilorn;a
a.
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. T:"~ .c...... _.
..... ".-
9. Designated Facility Name and Site ~ddreaa ..'
Cf:' 6 '5 J ,';,' -0. 'I--"~ þ"f;'~/'''''g
c"..,.:o(··:J~ ~ 4J'?...e..rc. ~ ·~...Il;r< ,,~
lj...J..I 'f -'.. -~ I> I:i: '~~ -; ð ~
"
11. US 001r Description (Including Proper Shipping Name, Hazard Claa.. and 10 Number)
b.
,oj, rl ' '¡;. " /', ., I ..
tI'../V..., -:::?'.-:"'~:J :/ "... ~/:;:JI';1 :~ '5,,:.:.r ...r-.;' :<1) .;:.;7.:-
1'''' :/ ,~ ,- rl ; .. '-" .~ I. -j- "'.1 . /..
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:/ "
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EPA/Othef "';.¡,~i:..;:;:~;
. .;.;..?-:~~.::...!."t~..:.
II.
Statl! ,·~;:¡i.·(3;",;:,:,:::',
':~::-.T.; ::,;t'~~.:.'~~-:i~..":::. .C",
, .
J. Addillon,11 Descriptions lor Materials Listed Above
- .
," ":~';"'" . -- '..
, .,.:.:...:'.~~<;.::',..::, ':i:fi>"':" . .',:,.:: ..:/'.,' ",., ' '-""":;:':'}"f_'::-~;:"'>':;'
/,.. :'" ,.,..,·;/..·.,:,--1/1 ..".,....... l/.r~itJ··...·· .0-'#.
C?:d<'? ~(?1~~:12)' ¿/<::'}¡~:~',j , a ".,=:._..}~¡~:;.:'::.
....
,",
....
~~~tt ;~-::~:~,';;':~;·~1?!~~f1{ ,
,I:;
·..~i~;t~'!:1J~4~~;.~:·~~~~7 ~~~.
. '.: ,~·:~·~·i~:·>,:~: ,: '.:~.~¡ i '~~~:.; .~:
......
")..
. ,
. "
1 S. SpeCIal HaMling Instructions anll Addilional Inlormation
/;) '.
Æ..- <.. /1 ,{ - ...:.,...~:.;.¿ ~ ~" /",
~ ,....;.1. .--.-.-"" -' '-- .OJ {., ,i: --¡
18.
_."'.~" ~<;,~] ~>/~-':' '.' <.. '/~') -f~. ..:.1; ',:/ (:':..-.'/-:' ·~;~X _.'-.," jrr~
j" ~ IJ .~t" - J .I:
~;,I' ,
GENERATOR'S CERTIFICATION: I hereby declare Ihat the contents of this consignment are lully and accurately dascribed above by prop... shipping name
and are classified. packed, marked, and labaled, ~nd are in all respects in proper condition lor Iransport by highway according to applicaole international and
naliona' government regulalions,
III am a large qu..ntity !)enerator, I cenify that I havlt a program in place 10 reduce the volume and tOJ<¡city ot waste generated to Ihe degree I have determined
to be economically practicable and thai I have selected the practicable melhod at trealment. slorage. or disposal currently available 10 me wnich minimizea the
present and luture Ihreallo human heallh and Iha environment; OR, ;11 am a small quantity generetor, have made a good faith·enort to minimize my wasle
Jeneralion and select the besl waste managemenl melhod that ia available to me and that I can aiford.
- ,-
/:'" ",/,.J} /' í
L..··' ?.....J t,.,;. .
Printed/Typed Name
Signolure
....onrh Day Year
I::' I:"
ï
R
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11. Transponer 1 Acknowledgement 01 Recelpl ot ~talenala
PrintedlTyped Name
Signa lure
,Wonrh Day 'fedr
,. ,
,,"':1-0~'''' .
ir~t."
18. Transponer ,'Acknowledgement at ReceIpt 01 Malerials
Pnnted/T\'ped Name
._~
f
Signalure
.r
".
Monrh Day Year
19. DiscrElpancy Inllicallon .space
F
A
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:::/ IQ.C¡ì.
19.
JHS 13022 A ( 1/68)
=PA 870()-22
lev, 3·68) Prp-viou" "oilions are obsolete.
'fELLOW: GENERATOR xET~I"'S
e
e
APPENDIX IV
UNDERGROUND TANK DISPOSITION TRACING RECORD
.":¡rl C~Ui'lr( He:\LTH DE?ARTI~1E~
SNVIAONMINT.AL HEALTH DIVISION .
'li~
'Iil/.~
II" . -:..
\\ -;::~
~ililC i. U ty ~1¡i1me .\ .. .... ;,~, /.1,',:, '. · ~
~.~ ~ 8AXÆ::i£F/£1b.:4IA//)gz~(/£lf\. . - ~ ..~.
'~ . ~
~ddreS3 '-:'Y'O ~ T6[L'rT&I N ,\.... ~
-1,9k5FLD ~ ~A .~
I
I;CO FIo....' :¡II...I
HI.u.."'H OFF1C:¡ft
Laon M HeCMIIeoft, .\lO"
3.11<.,'....Id. C.w.o.n.. 9JJQ3
~.I.a..one l,¡aSI3a I'J8JII
DIRECTOR O..INVIROH.....r.... HU&.nt
~ So ;tech...
Kern County,Pen.it #
--ð '&,(,.tI-/s-"
· " UNUERGUOIJNU TANK DISPOSITION TRAC:<ING RECORD · ·
This for~ 1s to bp. returned to the Kern County Health Department wltbln !!
,gays of acceptance at ti\nk(s) by disposal or recyclln.r tac1l1ty. The
holder of the per:a1t ~lth number noted above is responsible tor insurinr
that this tor:a is completed and returned.
............................
.
......
. . . . .
Section.l - To be t 111 ed .ill .!u! 1fUl!i, removal, £"gntrac tor:
Tôlnk Removal Contractor: /?;~"k>.~ "*,,f<$'æ:,/~.:fèJ.s ffkr-AÆ., Ê-vu;H1.lJ~-f~/
- ,
Add,... ~C:;/ ~a.~~ve 'M//7 Phon. .(~3<Z1-~S¡)9
_dJk~'N~Ç~ý/ ~ . Zip c::r3~ð~
Ciate Tanks Removed 3 - 9- g 7" No. aC Tanka 7
. . . .
. . . . . . .
.....................
Section Z. - To be Cllled ~.È.ï contr~ctor "deconti1ldnatlna:: tani«s):
l~ôlnk "Uecontamination" Contractor C, ~ ¿. .~¡ $' "",G..
Address .I"": O. ðtØ ~ ~;z. .,~ Phone ~~J.9r1L~
~~~Æ1 Ó~ _ Zip rr-!!J3 U
~uthorized repr9sentati'le of contr!1ctor cert1tles by 3.1¡¡nl.na¡ below .that
tank (s) have been decon tôllllÌnatad in accordance :d th Kern County Uaa.l th
Oepart~ent requirements.
k...~/ :;pa__ - ~ .
3i¡nature .
~ _.... ,-_,. ~ f!!J ,.,..
Titla
. . . .
.......................................
Sect.!.on ~ - To be filled out and !'Il~ned .!!.ï M iluthodzed r9presental:l'le .21. lli
tr9at::tel1t. 3to['~'!:a. 2!: di:;uost11 Cólcill tv accepting: tt1nk( s):
,..1U'7 114.. ~.1"1' ~.
Addrestl 2 z~i 5·,r?¡ ¡Iii. r~ /}v.
C" -;;.~ " 0 c /9
Date Tôlnl<s Rece~---::Jv~. . ¿Zß-9,'l
Si~nQtur9 ~~_ Title
(Authorized aepr~sentôltive)
Phone ;:~qð":?-óCCC
Zip 91'7~ I"
No. of Tanks ~
СY1--¡¿L ~/
. . . . .
. . . . . .
. . . . . . . . . . . . . . . . . .
:.
~'L\l!.':::G
~¡lS7~UC7'::0rr5 :
:'.1 id
~n
haif
ê1nu
J't:lçÜ e.
{~"L~ ..:U:11:'-1P- ~5a)
':óJ,:Jf'''
.~."r.n'
::::IST:1IC7 CFFIC::S
.~" l1:1ga".' . !OIiV" ,:ldc'!c:'~'\I :ÏI.,.I:r, -,¡II
'e
....
APPENDIX V
CHAIN OF CUSTODY
e
~1D 30ci3
~ UI¡\I',',II¡.'¡.ill.,:
_.
rnOJ. NO. pnOJECT NAME
::r:.. ·-,¡d 17 - -:f!~'
fi aJ ,,'..A.::: .- 7/ cb /1../ €." NO.
lor. tlo. SAMPlEns: ISign"'''rI?lNIJ,"'''''' OF
11'.0.110.1 ~/~ ~~~
.......:: ~ . .-'''' 77~~Y"4" I; CON.
.... V . TAINERS ne",^nr.s
DATE $M.'rlE I,D. SAMPLE I.D,
liME
l,nMUO/VV IlIlMIJI:SS '--,-
f'~þ'¡ 'r,' /0 () / . '{" / h / :.. J'4!!..~'¿1' , ~,v 'jf' -J ~. ,
.,. - .,0-':.'J..1.~
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- - - - _ I':~t-::.~. ,~/.J _ ¡r.'___ v , tFtYl!
y:/~' o , e¡'¡ ~ 3 .' /' .. ïL"- (c· I{ ,.
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t= -7",';':0 o /1:) / ? .¡. /" - '- - - - - - - ,(ßU'J¡/"'Ü:Îfi¿vt:· .3 j$.!~'L
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~. ...:::::.-- / - - -
_£". 9f? _<;,,-/-5.' / ~ If''" - - - 7'; .,/k~µf..,di~.('-(~.5~J ''1'-
--- /
.......v' ro. /:.:'4 -C> J5 / / /1 " X,-,~j(0 Íft',,··f~,1 (~'-~ ,!.:"f.
,-- :7, 1_' ~ -
"- Rem~,k5
n~IIr,,,"i$hed by: ISlgn.'",.' 081:rme Re:elved by: ISlgn.IU'" So:-nrJ n,.~"II~ ~-'? 0"./J '
:?Æ.,.Æ~~~ ;r,hP'1 //'....1f~ ^"!'IIlioll 0' .. "/.;1_"-/1'''' " C /
RECE\\I l\) TfIOntJE Et~Vlnor~t"'Er~ I ^l. It Ie:
n..lln'1,,15h"d by: (Slgn.'''''' DIIII!Tme Received by: ISlgn.lure, ::'6~<""//b¿,-;:. ...~ I·~'
..- t1f\R , 5 \9"'3
-- - T "-' Y -
n~IiI"I"lsh..d by: ISlnno""., Olllel'me Received lor lllborlllo,y by: - ð 'i BI\Y\£RS~:.~\.\ ~., J.-' ~ iJ...-'/ / ,..'. ' J
- ?J".'u,., ,3 -I, 6r¿.y(:.:e/~· r:/ eJ~·
- ~~,' I~ /,1·./~- c;..
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\."1'"
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r.O.\' I .,. f'o., .
__ _ø_ ____.__~__.
ð...LL___
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0'JLr¡) ..7,/ . J
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, " ,< r;' \ r- " '
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h ~.:!] (. r. )_~~_
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e
APPENDIX VI
LABORATORY ANALYSIS
e
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f:;Q.oID SÐO E T vu. ¡(:r
LABORATORY ANALYSIS SUMMARY
RESULTS (IN KG/KG)
DEPTH VOL. SAMPLE TPH TPH
TK LOC ( FT . ) (GAL. ) CONTENTS 41 (GAS. ) (DIES. ) B T X E
¡ ---------------- -------- ---------- ------
I - 1 1 2 250 GASOLINE 01524 ND 4,800) ND ND ND ND
1 1 6 250 GASOLINE 01523 ND 7,100 0.6 7.3 7~3 1.7
2 2: 2 250 KEROSENE(?) 01522 ND 6,600 16.0 190.0 .210.0 40.0
2 2: 6 250 KEROSENE(?) 01521 ND 6,800 1.7, 15.0 17.0 2.5
3 3 2 250 DIESEL 01520 NO 13,000 1.2 5.1 11. 0 1.5
3 3 6 250 DIESEL 01519 ND 13,000 ND ND ND ND
4 4 2 500 GASOLINE 01518 ND 3,400 ND ND ND ND
4 4 6 500 GASOLINE 01517 ND 7,400 ND ND ND ND
CORPORATE EQUIPMENT YARD - 300 EAST TRUXTUN AVENUE
RESULTS (IN MG/KG)
DEPTH VOL. SAMPLE TPH TPH
TK LOC ( FT . ) (GAL. ) CONTENTS # (GAS.) (DIES.) B T X E
------.---------- -------- ---------- ------
SP 8 1 N/A N/A 01516 18.0 - 0.01 0.52 2.00 0.15
5 5, 2, 2,500 GASOLINE 01504 NO NO ND NO NO ND
5 5, 65 2,500 GASOLINE 01503 NO NO NO NO ND ND
5 9' 2 '. 2,500 GASOLINE 01502-1400--' ND -ND 5.800 59.000 3.100
I
5 9'-______§ ) 2,500 GASOLINE 01515 -14-.JL ND ND 0.023 0.300 0.017
6 6 2 2,000 GASOLINE 01514 13.0 ND 0.04 0.040 0.090 0.020
6 6 6 2,000 GASC}l¡-HfE.---..015~3 NILlJ..{t. 0-0 Q. ..A.:Ø.~:-,_º_,~Jl~P=_. ,__º,._l90. 0-.-9-2-&
6 101 2 2,000 GASOLINE 01512 8.5 ND ND 0 . 017 0 . 2 90-Õ-~-ëf:f9-'
6 10 6 2,000 GASOLINE 01511 ND ND ND ND ND ND
7 7 2 1,250 DIESEL 01510 0.2 ND ND 0.001 0.006 ND
7 7 6 1,250 DIESEL 01509 ND ND ND ND ND ND
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ED-Tox
ASSOCIATES. INC.
PAGE 1 OF 20
ENVIRONMENTAL & CCCUPAT10NAL HEALTH SERVICES
1440 Vincenr Rood Pleosonr Hill. CA 94523 . (415) 930-9090 . FAX# (415) 9JO·0256
LABORATORY ANALYSIS REPORT
1HCRNE ENVIRONMENTAL INC.
3651 PEGASUS DRIVE, STE. 117
BAKERSFIELD, CA 93308
REPORT DATE: 04/05/89
DATE RECEIVED: 03/13/89
DATE SAMPLED: 03/09/89
Arn~: Mark Margargee
CLIENT PROJECT ID: 3E-I019
MED-TOX JOB NO: 8903093
ANALYSIS OF: NINETEEN SOIL SAMPLES FOR BTXE AND TOTAL
PETROLEUM HYDROCARBONS
See attached for results
/1 -1 '7-:ž ,Ç
(;{~c-4-}' ~r~
Michael Lynch, Manager
Organic Laboratory
RE!SU lts FAXed to Phi 1 Goal wi n 03/29/89
SAN DIEGO
LOS ANGé!..SS
SAN ;;RANc:sca
SEATTLE
'.'IASHINGiON. D.C.
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AA(ED-Tox
.II JASSOCIAreS. ¡NC,
PAGE 2 ,OF 20
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01516
CLIENT JOB NO: 3£-1019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-01A
MED-TOX JOB NO: 8903093
DATE ANALYZED: 03/18/89
REPORT DATE: 04/05/89
BTXE AND TOTAL PETROLEUM .HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . · 10 1
Toluene. · 520 1
Ethylbenzene. 150 1
Xylenes . · . . 2,000 20
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
18 mgjkg
NO mg/kg
1 mgjkg
50 mg/kg
Gasoline
NO = Not detected at or above indicated method detection limit
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.AAED-Tox
..II J ASSOCIATES. INC.
PAGE 3 OF 20
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01517
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-02A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19-24/89
REPORT DATE: 04/05/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 200
Toluene. ND 100
Ethyl benzene. . ND 600
Xylenes. . . ND 6,000
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
ND mg/kg
7,400 mg/kg
7,000 mg/kg
300 mg/kg
Diesel
ND = Not detected at or above indicated method detection limit
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f~E:o~Tox
:I J..\SSOCIATES. INC.
PAGE 4 OF 20
THORNE ENVIRONMENTAL INC.
¡CLIENT 10: 01518
!CLIENT JOB NO: 3E-1019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX lAB NO: 8903093-03A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19-24/89
REPORT DATE: 04/05/89.
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 200
Toluene . NO 400
Ethylbenzene. . . . . . NO 200
Xylenes . . . NO 500
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
3,400 mg/kg
3,000 mg/kg
300 mg/kg
Gasoline
NO = Not detected at or above indicated method detection limit
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.ÅAED-lox
J .iTj ASSOCIATES. INC,
PAGE 5 OF 20
THORNE ENVIRONMENTAL INC.
-
CLIENT 10: 01519
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-04A
MED-TOX ·JOB NO: 8903093
DATE EXTRACTED: 03/21/89
DATE ANALYZED: 03/19-27/89
REPORT DATE: _ 04/05/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene ND 600
Toluene. NO 100
Ethy 1 benzene. . NO 500
Xyl enes . . . NO 3,000
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
ND mg/kg
13,000 mg/kg
10,000 mg/kg
300 mg/kg
Di ese 1
NO = Not detected at or above indicated method detection limit
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-.A.AE:o-Tox
J.I JASSOCIATES, INC_
PAGE 6 OF 20
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01520
CLIENT JOB NO: 3E-1019,
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-05A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19~27/89
REPORT DATE: 04/05/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
( ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . · . . . . . 1,200 100
Toluene. 5,100 100
Ethylbenzene. · . . . . 1,500 100
Xylenes . . . · 11 ,000 300
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
NO mg/kg
13,000 mg/kg
10,000 mg/kg
300 mg/kg
Diesel
NO = Not detected at or above indicated method detection limit
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PAGE 7 OF 20
- .
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THORNE ENVIRONMENTAL INC.
CLIENT ID: 01521 '
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-06A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19~27/89
REPORT DATE: 04/05/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . 1,700 100
Toluene. . 15,000 100
Ethyl benzene. . 2,500 100
Xylenes . . . . 17,000 300
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
6,800 mg/kg
6,000 mg/kg
300 mg/kg
Gasoline
NO = Not detected at, or above indicated method detection limit
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AAED-Tox
I I JASSOCIAreS. INC.
PAGE 8 OF 20
::...
THORNE ENVIRONMENTAL INC.
-
CLIENT ID: 01522
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-07A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19-27/89
REPORT DATE: 04/05/89.
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . · . . . . 16,000 100
Toluene. · . . . . . . . 190,000 100
Ethylbenzene. 40,000 100
Xylenes . · . . 210,000 300
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
ND mg/kg
6,600 mg/kg
7,000 mg/kg
300 mg/kg
Gasoline
ND = Not detected at or above indicated method detection limit
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MEDa70x
J .I J ASSOCIATES. INC,
PAGE 9 OF 20
,
,
I ...
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01523
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-08A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19-27/89
REPORT DATE: 04/05/89
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
( ug/kg)
Benzene . 600 100
Toluene . 7,300 100
Ethylbenzene. . 1,700 100
Xylenes . . . . 7,300 300
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
7,100 mg/kg
7,000 mg/kg
300 mg/kg
Gasoline
NO = Not detected at or above indicated method detection limit
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"'.I J.o\SSOCIATES. INC.
PAGE 10 OF 20
~--
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01529
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MEO-TOX LAB NO: 8903093-09A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19-27/89
REPORT DATE: 04/05/89 ,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . . NO 200
Toluene. NO 800
Ethyl benzene. NO 300
Xylenes . . . . NO 3,000
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
NO mg/kg
4,800 mg/kg
5,000 mg/kg
300 mg/kg
Diesel
NO = Not detected at or above indicated method detection limit
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MED~7ox
.., , J A:iSOCIATES. INC,
PAGE 11 OF 20
> ,
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01504
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-10A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/20/89
DATE ANALYZED: 03/19-24/89
REPORT DATE: 04/05/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . ND 1
Toluene. ND 1
Ethyl benzene. ND 1
Xylenes . . . . . . . . . ND 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
ND mg/kg
NO mg/kg
o . 2 mg/ kg
50 mg/kg
Gasoline
ND = Not detected at or above indicated method detection limit
e
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AAEi)-Tox
..I .iT J ASSOCIATES. INC.
PAGE 12 OF 20
......--
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01503
CLIENT JOB NO: 3E-I019
. DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-IIA
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/24/89
DATE ANALYZED:, 03/20-22/89
REPORT DATE: 04/05/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene · · . . NO 1
Toluene . · · · · NO 1
Ethyl benzene. · · · · . . NO 1
Xylenes . . . · · · · ND 3
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
NO mg/kg
NO mg/kg
0.2 mg/kg
50 mg/kg
Gasoline
NO = Not detected ate or above indicated method detection limit
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MEC-Tox
¿ , jASSOCIATES. INC.
PAGE 13 OF 20
;. 'l
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01514
CLIENT JOB NO: 3E~1019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-12A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/24/89
DATE ANALYZED: 03/21-27/89
REPORT DATE: 04/05/89.
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . 40 10
Toluene. . 40 10
Ethyl benzene. 20 10
Xylenes . . . . . 90 30
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
13 mg/kg
NO mg/kg
2 mg/kg
50 mg/kg
Diesel
NO = Not detected at or above indicated method detection limit
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.I .I J ASSOCIATES. INC.
PAGE 14 OF 20
THORNE ENVIRONMENTAL INC.
-
CLIENT ID: 01513
CLIENT JOB NO: 3E-I019
'DATE SAMPLED: ' 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-13A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/24/89
DATE ANALYZED: 03/21-27/89
REPORT DATE: '04/05/89 ,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . . 400 100
Toluene. 820 100
Ethylbenzene. . . 920 100
Xylenes 6,300 300
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
NO mg/kg
110 mg/kg
100 mg/kg
50 mg/kg
Diesel
NO = Not detected at-or above indicated method detection limit
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./UED:aTox
.I JASSCCIATES. 'NC,
PAGE 15 OF 20
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01510
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-14A
MED-TOX JOB NO: ' 8903093
DATE EXTRACTED: 03/24/89
DATE ANAL VIED: 03/21-27/89'
REPORT DATE: 04/05/89,
BTXE AND TOTAL PETROLEUM HVDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . . . . . . NO 1
Toluene. 1 1
Ethyl benzene. . ND 1
Xylenes . . . 6 3
TOTAL PETROLEUM HVDROCARBONS AS:
Diesel
o . 2 mg/ kg
ND mg/kg
0.2 mg/kg
50 mg/kg
Gasoline
ND = Not detected at or above indicated method detection limit
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PAGE 16 OF 20
- .
THORNE ENVIRONMENTAL INC.
CLIENT 10: 01509
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
()ATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-15A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/24/89
DATE ANALYZED:- 03/21~27/89
REPORT DATE: 04/05/89.
BTXE AND TOTAL PETROLEUM HYDROCARBONS
I~ETHOO: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene NO 1
Toluene. . · . . . . . NO 1
Ethylbenzene. · NO 1
Xylenes . . . · NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
NO mg/kg
NO mg/ kg
o . 2 mg/ kg
50 mg/kg
Diesel
NO = Not detected at or above indicated method detection limit
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~]Da"OX
.J.I J ASSOCIATES. INC.
PAGE 17 OF 20
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01502
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
IDATE RECEIVED: 03/13/89
MED-TOX ,lAB NO: 8903093-16A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/24/89
DATE ANALYZED: 03/21-27/89
REPORT DATE: 04/05/89,
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . ND 1,000
Toluene . . · · 5,800 1,000
Ethyl benzene. · · . . 3,100 1,000
Xylenes . . . . . · · . . 59,000 3,000
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
1,400 mg/kg
ND mg/kg
200 mg/kg
1,400 mg/kg
Diesel
NO = Not detected at ~r above indicated method detection limit
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.A.AEi)-70X
.J , j ASSOCIATES. INC.
PAGE 18 OF 20
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01515
CLIENT JOB NO: 3E-1019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-17A
MED-TOXJOB NO: 8903093
DATE, EXTRACTED: ,03/24/89
DATE ANALYZED: '03/21~27/89
REPORT DATE: 04/05/89·
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . · . . ND 5
Toluene . 23 5
Ethylbenzene. · 17 5
Xylenes . . . · . . . . 300 20
TOTAL PETROLEUM HYDROCARBONS AS:
Diesel
14 mg/kg
NO mg/kg
1 mg/kg
50 mg/kg
Gasoline
NO = Not detected at- or above indicated method detection limit
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"'" ..I JASSOCJAT:3. iNC.
PAGE 19 OF 20
THORNE ENVIRONMENTAL INC.
CLIENT ID: 01512
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093-18A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: 03/24/89
DATE ANALYZED: 03/21-29/89
REPORT DATE: 04/05/89'
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ugjkg)
DETECTION
LIMIT
(ugjkg)
Benzene . · . . . . NO 2
Toluene . · 17 2
Ethyl benzene. 29 2
Xylenes . · . 290 6
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
8.5 mgjkg
NO mgjkg
0.4 mgjkg
50 mgjkg
Diesel
NO = Not detected at or above indicated method detection limit
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J 'JASSOCIAfES. INC.
PAGE 20. OF 20
.. ,
THORNE ENVIRONMENTAL INC.
" .. .
-
CLIENT 10: 01511
CLIENT JOB NO: 3E-I019
DATE SAMPLED: 03/09/89
DATE RECEIVED: 03/13/89
MED-TOX LAB NO: 8903093.:.19A
MED-TOX JOB NO: 8903093
DATE EXTRACTED: . 03/24/89 .. '
DATE ANALYZED: 03/21-2è/89,
REPORT DATE: 04/05/89'
BTXE AND TOTAL PETROLEUM HYDROCARBONS
METHOD: EPA 8020, 8015 (PURGE & TRAP AND EXTRACTION)
CONCENTRATION
(ug/kg)
DETECTION
LIMIT
(ug/kg)
Benzene . NO 1
Toluene. NO 1
Ethyl benzene. . . . . NO 1
Xylenes . . . NO 3
TOTAL PETROLEUM HYDROCARBONS AS:
Gasoline
NO mg/ kg
NO mg/kg
o . 2 mg/ kg
50 mg/kg
Diesel
NO = Not detected at or above indicated method detection limit
0'
"
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':.
"'"
-- (a.;RN COUNTY HEALTH DEPARnAIC-
HEALTH OFFICER
Leon M Hebertson, M.D.
~iOO Flower Street
0; ; Bakersfield, California 93305
Telepho"'~ (805) 861-3636
ENVIRONMENTAL HEALTH DIVISION
.. ~:.::~'JY..< ~:~:~ ;;;;;~~-r~J~~~:-
~ PERMIT~1~O.6~6þ~
I~! I S S'~':~'~::C;4T~;;:~~}~:F~~{;ßfj~ir¡:~~~~
UNDERGROUND HAZARDOUS SUBSTANCES ~ EXP~~:~S =, JULY ~'.A},:~_,9
, 'r~" ~'<~~~£;;;::~:::::::::;~~~~~:~:"-~-~-7-7"~--:~=~~:::!!~~~~J{:1lf~~'-"-
. ,FACILITY': ~ .' _~c.~, :-::.-:,;:,,1 i'"c." ,:9WNER: ", .
.: . .SANDSTONE EQUIPMENT RENTAL : .~:, ~;-.,-I ~-~ -;:' ._ HEISEY, WALTER .1" ',,' '," <'(o<.;-~~';~~
. ':,: , ,'500 ~'EAST TRUXTUN AVENUE . ..r., :;'... :.,'1 v -":, ,,;,~"223 EUREKA STREET .~;. oj:, '~;-" ;~:;.-:~,"',:~~;:};
. ,,- ::;~ ,,,,', BAK'Ei RSFIELD CA',·'·" ,..', ',/~"<, ,.,:' :<:~""I .{::' o:~,'", BAKERSFIELD ':"CA '93305' ;:','i,'~I:~~ ;'·}~¡'i'\'i. <
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DIRECTOR OF ENVIRONMENTAL HEALTH
Vernon S. Reichard
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,I NT:ERI M PERMI T
"TO ÒPERATE =
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,~:::::~o~.NO N- ,:wRANS FERABLE '.,...., ~ ,...';..t'po S To"',ON -;_?;~'Í?R.EMIS'E,S 'ç:
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DATE PERMIT MAILED; 'MAR 1 (\931
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" DATE PEmUT CHECK LIST' RETURNED,:'
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PERMIT CHECKLIST
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Facility .-';Lt.. if! ,.,~.,~<.
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Perml t # ,:.,."-' ð t.;..
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This checklist is provided to ensure that all necessary packet enclosures were received
and that the Permittee has obtained all necessary equipment to implement the first phase of
monitdring requirements.
Please complete this form and return to KCHD in the self-addressed envelope provided
wfthin'30:days'=of= receipt:..·-·, ,=-- ~', ",e"'" =-~......_-..... "7 ",·--"cc.. _=·c. ._n._..".,__" ~ "'-','''''''- '~="~="'=~===.~=_
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A.The packet I received contained:
1) Cover Letter, Permit Checklist, Interim Permit, Phase I Interim Permit
.-,.--"...."-",,,-,--,~.,==..'-''''''-''-=-= Monitor ing ~ Requi rements",~I-nf ormati on .._Sheet.,> (Agreement~·..,Between.~ccOwner:...,~~J1.º_..=.=
I Operator), Chapter 15 (KCOC #G-394l), Explanation of Substance Codes.
, Equipment Lists and Return Envelope.
v 2) Standard Inventory Control Monitoring Handbook #UT-l0.
'~ 3) The Following Forms:
a) Inventory Recording Sheet
b) Inventory Reconciliation Sheet with summary on reverse
c) Trend Analysis Worksheet
4) An Action Chart (to post at facility)
Check:
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Yes No
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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's name and address, facility name and address, operator'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 on page 6 of Handbook):
1) Acceptable gauging instrument
2) "Striker platers)" 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 cihecked, attach a copy of agreement between
owner and operator).
E. I have enclosed a copy of Calibration Charts for 3!l! tanks at thi s fad 1 ity (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-lO, all meters at this facility have had
calibration checks wi thin the last 30 days and were calibrated by a regis tered
device repairman .if out of, tolerance (all me~ calibrations must be recorded on
"Meter Calibration Check Form" found in the Appendix of Handbook).
G. Standard Inventory Control Monitoring was started at this facility in accordance
with procedures despribed in Handbook #UT-10.
Date Started ..,j'-, -~
! Signature of Person Completing Checklist:
,
Title:
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Date:
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Hritten Contiåct:
Bakersfield Sand-stone Eric}: Co., mmer of underground storage
tanks located at 500 E. Truxtun Ave. have entered into this written
contract with Sandstone Rental, the operator 'of same, to fulfill a
_requirement_of my Permit to Operate, #150006c, have provided the
operator with a copy of the Permit to Operate and Chapter 15 of the
Ordinance.
----- --~-,-
. - - --
Sandstone Equipment Rental, operator of underground storage
tanks located at 500 E. Truxtun Ave. have received from Bakersfield
'Sandstone a copy of Permit to Operate #150006c and Chapter 15 of the
Ordinance describing fines and penalties for non-comliance. I have
·,_.~._,,"_=--,.~=._".,-_read .and .understand. my re sponsibilitie s un<ier thi~ _?~~ 1;_~!1c; _a.gre.e
to do the FollO't<1Ïng:
monitor the underground tanks as specified in
the Permit to Operate.
maintain appropriate records as required by
the Permit to Operate.
implement all reporting procedures as required
by the Permit to Operate.
properly c10se the underground tanks as required
by Permit to Operate.
~t.Ÿ,-~(~",:tf_í.-Z, '.:>,.:I,rY\'':''7j.'{vf, t~;.,·c. ~~, .I..~ l:f"~""'" n..¡" I
Sig~l,.~_." .f ;;/:~'1<'~""" '>:- (ft,¡ner (' kd-~~ Operator.
Vr"ii>r-.,:..\ ",..N ï {Uuo':J~"- t
Aç~·rl_ ,?,.~ It1:?}Date Ap,,,!! )'J./tY7 Date
Kern County Health Oel~rtmel\
Division of Environmenta~ He ITl
1700 Flower Street, Bakersfield, CA 93305
Permi~ /~OO 0 /:; c.....
Applicatio~t~
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, . APPLICATION FOR PERMIT TO OPERATE: UNDERGROUND
HAZARDOUS SUBSTANCES STORAGE FACILITY
~ of Application (check):
DNe1~ Facility O~dificatiori of Facility ~Existing Facility DTransfer of OWnership
A. Emergency 24-Hour Contact (name, area code, phone): Days X+IJ, §/¡ún4ti/rt"- <1JV)-"!;~~~
Nights I ( I I 5--,3 -' ,
I -- .' u,Facility~Name Ûn, n~ v', /71¿!ý17- /2 ' I ,No. of TaI'!.k~,
Type of Business (check): Ga e StatlOn Other (describe) ~h I
Is Tank(s) Located on an Agricultural Farm? 0 es DNa
Is Ta~k(s) Used primarilrJor hjricultural Purposes? Dyes [UNo "'r;: " /'
Facill ty Address SO 0 1:, r rYA y'f-t,..., A-~.e.-- Nearest Cross St. J W {t!..r-e.- ~
T R SEC (Rura Locations cnly)
owner .- -e, Contact Person :)J..J -SS~
Address '13-;)OS" Telephone 3~s--s7J.-1...
,~,.._",_~_~o,_9per.~_~:or __ Con~~t: _~Per~.OJ\ _ ~;) ~ --w¡.).. L.
·:-Mdres,s'W'J:::/f}..O- '¡/3PJ,J'¡::;;';;;¡ ;wú':;--' ¿r Telephone 3 7C¡~Y7.J? ',..-.--....-
B. Water to Facility Provided by (:Æ ¿~, L-v4 f"~ Depth to' GroW1dw~ter
Soil Characteristics' at Facility
Basis for Soil Type and Groundwater Depth Detenninations
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c. Contractor
Address
,Proposed Starting Date
Worker's Compensation ~ertification I
CA Contractor's License No.
Zip Telephone
proposed Completion Date
Insurer
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D. If This Peònit Is For Modification Of An EXisting Facility, Briefly Describe Modifications
proposed
E. Tank(s) Store (check all that apply) :
Tank !. Waste Product Motor Vehicle Unleaded Regular Premium Diesel 'Waste
.-L_ Fuel Oil
0 0 0 0 ~ CJ 0 B
~ 0 0 0 § B
0 0 B B 8
0 0 .;.
10:·
F. Chanical Composi tion of Materials Stored (not necessary for IOOtor vehic.1e fuels) .....
Tank '. Chemical Stored (non-conmercial name) CAS I (if known) Chemical Previously Stored
(if different)
G. Transfer of OWnership
Date o~Transfer
Previous Facility Name
I,
Previous Owner
accept fully all obligations of Pennit No. issued to
I understand that the Pennitting Authority may review and
modify' or teoninate the transfer of the Permit to Operate this underground storage
facility upon receiving this completed foon.
.T"'···"·~ . -_.. ._ ____+.___~ _ ~--
~~ ~:::c~~~ 3/ed 2L _' der penalty of perjury and to the best of my knowledge is
Signature ~ T!t1e~A--. Date ~)Y~-r
Fadl i ty. Name /:;>"'~"lt,lçft/'''' c- Ai, ¡(.¿.?irl/ Permit No ./-s-o 0 r.) 4? 6
TANK '! --¿__ (~.!:-. OUT SEPARATE FORM. (I:ACH TANK)
FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES
..-- -
H.
1. Tank is: o vaulted DNon-Vaulted DDJuble-Wall WSingle-Wall
2. Tank Material
-18Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-Clad Steel
o Fiberglass-Reinforced Plastic 0 Concrete 0 AlLrninum 0 Bronze DUnknown
D Other (describe)
3. Primary Containment
Date Installed Thickness (Inches)
. ~~. -:-~~~"~':,.-',:,:-" ":'.-. .::".
4. ~ank Secondary Containment
o Double-WallU Synthetic Liner
DOther (describe):
o Material -
5. Tank'Interior Lining
DRubber OAlkyd DEp:)xy DPhenolic DGlass DClay Dl.l1linedl2ltl1known
, '._ _ DOther (describe):
...------~--·6:--' Tai1K-c<fr reston- P r otecti on' .. ' -'-..---., . --------" .. "- ,"',"-----'=-occ ---'. c.., -_.'00 -,~_. --- ....
-UGalvanized DFiberglass-Clad DPolyethylene Wrap DViriyl WrappiB3
~Tar or Asphalt DUnknown DNone DOther (describe): '
C,:ithodic Protection: o None DImpressed OJrrent System [J Sacrificial Anode System
Descrite System &I Equipnent:
7. Lleak Detection, Monitoring, and Interception .
a. Tank: DVisUal (vaulted tanks only) LJGrourrlwater Monitoril'J] Well (s)
D Vadose Zone Moni toring Well (s) 0 U-Tube Wi thout Liner
o U-Tube with Canpatible Liner Directi~ Flow to Monitoril'J] well(s) *
o Vapor Detector· 0 Liquid Level Sensor 0 Conductivit;t Sensor*
o Pressure Sensor in Annular Space of Double Wall Tank
D Liquid Retrieval &I Inspection' Fran U-Tube, Moni toriB3 .Well or Annular Space
D Daily Gauging &I Inventory Reconciliation D Periodic Tightness TestiB3
o None œr Unknown 0 Other
b. Piping: Flow-Restricting Leak Detector(s) for Pressurized PipiB3w
D Moni toring Slm1p wi th Raceway 0 Sealed Concrete Raceway
D.Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway ONone
6ð Unknown D Other
*Descr ibe Make & Model:
8. Tank Tightness ,
ltiS ThIS Tank Been Tightness Tested?
nite of Last ~ightness Test
T~st Name
9. Tank Repair
Tank Repaired? DYes DNa DUnknown
Date (s) of Repair (s)
~~scribe Repairs
10. Overfill Protection
~Operator Fills, Controls, &I Visually Monitors Level
DTape Float Gauge DFloat Vent Valves D Auto Shut-, Off Controls
[JCapacitance Sensor DSealed Fill Box DNone Dunknown
[JOther: List Make & Model For Above Devices
Capacity (Gallons)
5°0
Manufacturer
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D Li ned Vaul t 0 Nane ~known
Manufacturer:
Capacity (Gals.)
Thickness (Inches)
--
Dyes r2a'No Dunknown
Results of Test
Testing Canpany
11. Pj~
a.. Underground Piping: DYes DNo ŒÍunknown Material
Thickness (inches) Diameter Manufacturer
DPressure []Suctlon []Gravi ty . Approximate Length of pipe Ru1
, _.u_ b._ ~ Underground. Pipinj Corrosion. Protect ion :__~"._..~_~_.... _ _ ___ _ " '
DGalvanized DFiberglass-Clad [JImpressed CUrrent DSacrificlal Anode
OPolyethylene Wrap DElectrical Isolation DVinyl Wrap DTar or Asphalt
~Unknown DNone DOther (describe):
c. Underground Pipinj, Secondary Containment:
[J Do ubI e-Wa 1 1 DSynthetic Liner System [JNone [JUnknown
[JOther (describe):
Fa~il itX Name
\.)¿Úlv(.zi-~~_e_=/· " //--.<'; ,'u;. ! i-'ennit No./..-; avo the....
TANK'!~. (FIL.!;: OUT SEPAHATE FORM_lEACH TANK)
FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES
--
H.
1. Tank is: DVaulted Dt-J<m-vaulted D[);)uble-Wall àl'single-wall
2. Tank Materia 1
-rrCarbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-Clad Steel
o Fiberglass-Reinforced Plastic 0 Concrete [] AlLminum 0 Bronze OUnknown
o Other (describe)
Primary Containment
D3te Installed' Thickness (Inches) Capacity (Gallons)
,'..., :;).SO
J.
Manufacturer
'.._~- - ".---.--
-..,. -~------- - --
- , ..-.-'.-----,,-....--
,-
4. Tank Secondary Contairunent
o Double-Wall 0 Synthetic Liner
DOther (describe):
DMaterial
5. Tank, Interior Lining
DRubber DAlkyd DEpoxy o Phenolic DGlass DClay DLnlined Wl11known
, DOther (describe):
. "': _.c_..._,_c,c 6'. -'-"-Tank"CorI'osìon' Protect i on '-,... -.... -, ..-.-.., .. "-..- "--.. '. '--'-, .. .__, ,··..ccc ." - _.,....._ .;_.-.__-'-.:.d..',C:C,. ..c.......'-'."'-....___....-',.
-UGalvanized OFiberglass-Clad DPolyethylene Wrap DViriyl WrappiBj
~Tar or Asphalt DUnknown DNone DOther (describe): '
Cathodic Protection: DNone DIrnpressed Olrrent System DSacrificial Anode System
- Descriœ System &I Equipnent:
7. LE~ak Detectiori~ Monitoring, and Interception .
a. Tank: DVisual (vaulted tanks only) DGrouoowater MonitorilYJ Well(s)
D Vadose Zone Moni toring Well (s) 0 U-Tube Wi thout Liner '
[]U-Tube with Compatible Liner Directin¡ Flow to MonitorilYJ well(s)*
o Vapor Detector* [] Liquid Level Sensor [] Conductivit;t Sensor*
[] Pressure Sensor in Annular Space of Double Wall Tank
[] Liquid Retrieval &I Inspection Fran U-Tube, Moni toriBj Well or Annular Space
o Daily Gaugir~ &I Inventory Reconciliation D Periodic Tightness TestiBj
o None (J Unknown 0 Other
, w
b. Piping: Flow-Restricting Leak Detector(s) for Pressurized Piping
[] Moni toring Sl.II1p wi th Raceway [3 Sealed Concrete Raceway
[] Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway D None
o Unknown 0 Other
*Describe Make &I Model:
8. Tank Tightness
~š-ThlS Tank Been Tightness Tested?
Date of Last Tightness Test
Test Name
9. Tank Repair
Tank RePai red? DYes ONo OUnknown
Date(s) of Repair(s)
Describe Repairs
10. OVerfill Protection
QáOperator Fills, Controls, & Visually Monitors Level
!DTape Float Gauge OFloat Vent Valves 0 Auto Shut-, Off Controls
IDCapacitance Sensor OSealed Fill Box DNone DUnkno1Nl1
iDOther: List Make &I Model For Above Devices
I
o Li ned Vaul t D None Œf Unknown
Manufacturer:
Capacity (Gals.)
Thickness (Inches)
DYes qJ'No DUnknown
Results of Test
Testing Company
11. ~~
a. Underground Piping: DYes ONe WUnknown Material
Thickness (inches) Diameter Manufacturer
OPressure DSuction []Gravity Approximate Length of Pipe R1.I1
H_Þ'._ Ul}cjerg_round Piping_Corrosion~Protection :
DGalvanized DFiberglass-Clad OImpresséd Olr-rEmt --'OSacr1ficial Anode ~o".-__~~c
tJPo1yethylene Wrap DElectrical Isolation DVinyl Wrap DTar or Asphalt
~Unknown DNone DOther (describe): '
c. Underground Piping, Secondary Containment:
DDouble-Wall [] Synthetic Liner System []None DUnknown
OOther (describe):
!:'aC:,il i ty, Name
J¿"'~~~K71>~ 1 (F:~~'~: ~EPAHATE FORM.' EACH"::~:
-FOR EÃëH SECTION, CHECK ALL APPROPRIATE BOXEŠ--
Nu./" - ø(.)~ ~ c
11C1f-1r-~5 ¡¡
" '¿-YVI C ..
-'--
'--
H.
1. Ta.nk is: o Vaulted DNon-Vaulted DCbuble-Wall ,ZÍSingle-wall
2. Taflk Material
-;§"carbon Steel 0 StainJess Steel 0 Polyvinyl Chloride 0 Fiberglass-<lad Steel
'Ei Fiberglass-Reinforced Plastic 0 Concrete 0 AlLminum 0 Bronze DUnknown
o Other (describe)
Pr.imary Contairunent
Dalte Installed Thickness (Inches)
3.
4. TalOk Secondary Contairunent
o Double-Wall 0 Synthetic Liner 0 Lined Vaul t
DOther (describe):
DMaterial
5. Tank Interior Lining .
DRubber 0 Alkyd DEpJxy DPhenolic DGlass DClay Dtkllined ~knOW'1
Dather (describe): I
:_.._.-,~.._.- oc.6..- Tank Corrosion Protection".,-"....,-_...·..~_ _. ........ _"_ _ "H ' n___~~"'._,.,~=,,-'_.___'''_,~_
-UGalvanized DFiberglass-Clad DPolyethylene Wrap OViriyl WrapplßJ
OOTar or Asphalt OUnknown DNone Dather (describe): '
Cë:IThodic Protection: DNone DImpressed CUrrent System DSacrificial Anode System
Describe System & Equipment:
7. Le!ak Detection, Monitoring, and Interception .
a. Tank: DVisual (vaulted tanks only) DGrourrlwater Monitorirg Well(s)
o Vadose Zone Moni toring Well (s) 0 U-Tube Wi thout Liner
o U-Tube with Canpatible Liner Directin¡ Flow to Monitorirg Well(s)·
o Vapor Detector* D Liquid Level Sensor D Conductivit¥ Sensor·
D Pressure Sensor in Annular Space of Double Wall Tank
o Liquid Retrieval & Inspection Fran U-Tube, Moni toriB:J Well or Annular Space
o Daily GalX]iß;J & Inventory Reconciliation 0 Periodic Tightness Testir¥j
o None ~ Unknown 0 Other
b., Pipin:J: F1ow-Restrictin:J Leak Detector (s) for Pressuri zed PipißJw
o Moni torin:J SlInp wi th Raceway 0 Sealed Concrete Raceway
D Half-Cut Canpatible Pipe Raceway D Synthetic Liner Raceway D None
D Unknown 0 Other
*Describe Make & Model:
8. Tank Tightness
RãlS Tlus Tank Been Tightness Tested?
Date of Last Tightness Test
Te~st Name
9. Tank Repair
Tank RePaired? DYes DNa DUnknoW'l1
Date(s) of Repair(s)
DE~scribe Repairs
10. Overfill Protection
'--~'Operator Fills, Controls, & Visually Monitors Level
Tape Float GalX]e DFloat Vent Valves 0 Auto Shut- aff Controls
Deapacitance Sensor DSealed Fill Box DNone Dunknown
Dather: List Make & Model For Above Devices
Ca~(GallOnS)
Manufacturer
- . ..- - .-. -.-
I
Thickness (Inches)
í.
o None þd Unknown
Manufacturer:
Capaci ty
(Gals.)
--
DYes jÎfIh Dunknown
Results of Test
Testing Canpany
11.
Pi~
a., underground Pipin:J: DYes DNa [2gunknown Material
Thickness (inches) Diameter Manufacturer
DPressure [JSuction DGravity Approximate Length of Pipe Run
b. Underground Piping Corrosion Protection :
DGalvanized C []Fiberglass-Clad·[]Impressed CUrrent []Sactificial Anode
lpo1yethYlene Wrap DE1ectrical Isolation DVinyl Wrap OTar or Asphalt
Unknown DNone OOther (describe):
c. U erground Piping, Secondary Containment:
[JDoub1e-Wall DSynthetic Liner System Dt-bne DUnknown
[JOther (describe):
----.-_..
Facil i ty. Name
St/tndt; fl7A. F;;,; llcnk.l _, - Pennie. No.,I5' ()O () ¿, c:..,
~ } '~ (
TANK'! 3--. (FILL OUT Sl::PARATE FORM FOR EACH TANK) i1 (If- /11..- S~.vl//c..
FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES
.~-
I
H.
1. Tank is: DVaulted DNon-Vaulted Dj):)uble-Wall I1ISingle-Wall
2. Tañk Material
-tij"Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-Clad Steel
'0 Fiberglass-Reinforced plastic 0 Concrete 0 Ahminum 0 Bronze OUnknown
o Other (describe)
Primary Containment
[)a¡te Installed Thickness (Inches)
3.
4. Talnk Secondary Containment,
o Double-Wall 0 Synthetic Liner
OOther (describe):
DMaterial
5. Tank' Interior Lining
-DRubber OAlkyd DEp:>xy DPhenolic DGlass DClay Dlblined I]1ì1known
-'- ,_-o,,~,._:_~_.__ _ Oather (gescribe):
6. Têlnk Corrosion prötéction .
-rrGalvanized OFiberglass-Clad O~lyethylene Wrap DViriyl WrappiBj
mTar or Asphalt DUnknown DNone o other (describe) : '
Ca['hodic Protection: o None DImpressed CUrrent System DSacrificial Anode System
- Descriœ System &. Equipnent:
7. Le!ak Detection, Monitoring, and Interception .
a. Tank: DVisual (vaulted tanks only) DGrourrlwater MonitoriD3 welles)
o Vadose Zone Moni toring Well (s) 0 U-Tube Wi thout Liner
o U-Tube with Cailpatible Liner Directin¡ Flow to'MonitoriD3 Well(s) *
o Vapor Detector* 0 Liquid Level Sensor 0 Conductivit;t Sensor·
o Pressure Sensor in Annular Space of Double Wall Tank
o Liquid Retrieval &. Inspection Fran U-Tube, Moni toriBj Well or Annular Space
o Daily Gaogir~ &. Inventory Reconciliation 0 Periodic Tightness TestiBj
o None ~ Unknown 0 Other ,
b.. Piping: Flow-RestrictiD3 Leak Detector (s) for pressurized Pipi~'II'
o Moni tor iBj SlIt\p wi th Raceway 0 Sealed Concrete Raceway,
o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway 0 None
o Unknown 0 Other
*Describe Make &. Model:
8. Tank Tightness
~~lS Tank Been Tightness rested?
~¡te of Last Tightness Test
TE~st Name
9. Tank Repair
Tank RePaireq? DYes DNo Dunknown
Date (s) of Repair (s)
~~scribe Repairs
lO. ~¡erfill Protection
--~Operator Fills, Controls, &. Visually Monitors Level
Tape Float Ga~e DFloat Vent Valves 0 Auto Shut-, off Controls
DCapacitance Sensor DSealed Fill Box ONone DUnknown
Dather: List Make &. Model For, Above Devices
Capacity (Gallons)
'J-5Cl
Manufacturer
I
D Lined Vaul t D None r;¡tUnknown
Manufacturer:
Capacity (Gals.)
Thickness (Inches)
Dyes DNa DUnknown
Results of Test
restiI'X) Canpany
11. P:~
a. underground Pipio:J: Dyes DNa Wunknown Material
Thickness (inches) Diameter Manufacturer
DPressure DSuction DGravi ty Approximate Length of Pipe RlI1
b.. Underground Pipir¥3 Corros!on Protection :
DGalvanized DFiberglass-Clad DImpressed CUrrent DSacrificial Anode
!dpolyethylene Wrap DElectrical Isolation DVinyl Wrap DTar or Asphalt
OOUnknown DNone DOther (describe):
c.. UndergrouOO Pipir¥3, Secondary Contairrnent:
DDouble-Wall DSyr1thetic Liner System ONone Ounknown
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IN\I.~~IH~
f'l Lt·: ,':ONTENTS
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Fac 11 i ty 6fJ.[)rl"5W/7~j £C¡¿/~J,Omefì-l-
E}Permit. to 'Operate . /~~OIJl')(¡¡
[]Construction Permit .
(Jpermlt to abandona
DAmended Pe rm i t Cond i t ions
~permit Application Form,
DAppllcatlon to Abandon
[JAnnual Report ror..s
No. of Tanks
J:?éY)fa/
Date
Date
Date
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.' ':.~,,/ ./ -'
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-4-
Tank Sheets, lJo+ 'PJQJ1S";
tanks(s) Date
~
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[]Ca,py of Wr 1 tten Contract Betwe.n Owner , Operator
[] In.pect ton R.poet.
CCQ,rre.pond.nc~ - R.c.iv.d
:....--_._..";"-=-_...__-.'.1'--..' .-
, ,Dat.._c
..Date
Date
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[]CQ1rr..pond.nc. - M.il.d
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Dat.
D.te
Dat.
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8un.uthorlåect R.I.... Á.ports
Ab,.ndon..nt/Closuc. R.ports
[]S.ap11n9/Lab R.port.
[JMV" C,*pll.nc. Ch.ck (New Con.tructlon
[JSTD C~pll.nc. Ch.ck (N.w Construction
[JMVP Plan Ch.ck (N.w Con.truction)
C STO P.lan Ch.ck(N.W Construction)
[JMVP Plan Ch.ck (Exlstln9 Facility)
[]STD Plan Ch.ck (Ixiatinq Facility)
[J-Incoapl.t. Application- rora
[JPeralt Application Ch.cklist
8pe,r.tt In.tructlon., [JOt.carded
Tl.] htn... T..t R.sul ta
Checkll.t)
Ch.ckll.t)
Oat.
Date
Date
[JMon1toriR9 Well Construction Data/Permits
-_.~---~-----.~---------------------------------------------------
[J In"1 ronaen tal S.na1 t tv 1 ty Da ta I
BGroundwatec Dcl11lnq, Bortnq Loqs
Location of Water Wells·
(JState..nt of Underqcound Conduits
Œlplot Plan Peaturlnq All Environmentally Sensitive Data
OPh()tos [JConstructlon Drawings Location:
DHa]lf .heet showing date received and tally of inspectIon time, ptc
OMi sacellaneous
e N~s ~/~_\/~~ ~~
.ro,
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.r
Permit
Questionna.ire
.-.----'.-.- - Nö'rm~a 11 y ,: - - 'pe rm ft s - are 'se n t···~_·t 0- ---f aè ì 1 i:t y ··-"Owne r s b'u t '-"s i-öc'e:--- II-an'y'-~ '-~.:--.;-~~
OwnE~rs live outside Kern County, they may choose to have the permits
sent to the Operators of th~ facility where they are to be posted.
~;- ..-.........-- -.....
Please fill in Permit # and check one of the following before
returning this form with payment:
~"F'~~7;~~~:~ ~7;~~t;~~~" ~~~r .~~ ;he .~~~:':".~'
listed on invoice (if Owner is different than
Operator, it will be Owner's responsibility
to ' provide Operator with pertinent
information). '
- ----~---~...;::;_¥_. -~-
2. Send all information to Owner at the
following corrected address:
X 3. Send all information to Operator:
Name:
Address:
(Operator can make copy of permit for
Owner) .
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