HomeMy WebLinkAboutMITIGATION 5/17/1990Sequence of Events.
Highland High School #090009
(Flora Darling)
May 24, 1990 Colt letter to R.P.
June 6, 1990 30 day letter to R.P.
June 19, 1990 On site inspection of facility.
July 31, 1990
Telephone call to Janet Shell
regarding workplan not being received.
She informed me that Rodney N. Williams
was preparing the workplan.
August 27, 1990
Gough faxed the tank pull lab reports
to Rodney N. Williams.
October 25, 1990 Rodney N. Williams submitted workplan
proposal for the site.
~ovember 1, 1990 Reviewed workplan proposal submitted
by Rodney N. Williams (SISK)
November 6,
1990 Letter to Rodney N. Williams delineating
addendum information needed before
approval could be granted.
December 17, 1990
Review of file shows no action.
Telephone calls to R.N. Williams
not returned.
January 9, 1991 Preparation for administrative hearing.
.~~ 0PTI~S FOR ~WAKING TA~.
Site Specific Time Accounting Sheet
Employee #
Employee
Site Name
of Federal)
Site Specific Status Changes!
Date ~eegOry Activity Hours
Code i Description (10ths)
..,: Tm' ., :j xx, ,../: .....
Data Entered By: Date:
CONTRACT OPTIONS FOR LEAKING TANKS
Site Specific Time Accounting Sheet
Permit # . Site Specific Status Changes:
Employee # L'j
Employee Signature
Site Name or Address
Funding (Local, State, of Federal)
Cateqory Activity Hours
Date
Code-
Code Description (10ths)
Notes: :..~T- ~':~:'D ["TLL ':':'~' :_'
Data Entered By: Date:
Env. Health 580 4113 137 (Rev. 5/89}
KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
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Site Specific Status Changes:
Category Activity Hours
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Site Name or ~dress ~~/ ~ ~ /,
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Site Specific Time Accounting Sheet
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Env. Health 580
CONTRACT OPTIONS FOR LEAKING TANKS
Site Specific Time Accounting Sheet
Permit #
Employee
Employee Signature
Site Name or Address ~ ~- ,L J.'. ,-
Funding (~, State, of ) ""'
Site Specific Status Changes:
Cat. egory Activity Hours
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Site Specific Time Accounting Sheet
Employee # /
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RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE !I!
ASSISTANT DIRECTOR
RESOURCE MANAGEMENT AGENCY
Environmental Health Sendc.~ Department
$TL:X~ McCA! ! b-'y, REHS, DIRECTOR
Air Pollution Control District
WILLIAM ,J. RODDY, APC:O
P~nmng & Development Set. cea Department
TED ,JAMES, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
October 9, 1991
Janet Ford-Shell
Kern High School District
2000 24th Street
Bakersfield, CA 93301
SUBJECT: Location :
2900. Royal Scots Way, Bakersfield, CA
Known As :
Permit # :
Highland High School
090009
Dear Ms. Ford-Shell:
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 California Health
and Safety Code or Water Code for past, present, or future operations at the site. Nor does it
relieve you of the responsibility to clean up existing, additional, or previously unidentified conditions
at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to
water quality or public health.
Additionally, be advised that changes in the present or proposed use of the site may require further
site characterization and mitigation activity. It is the property owner's responsibility to notify this
agency of any changes in report content, future contamination findings, or site usage.
If you have any questions regarding this matter, please contact Flora Darling at (805) 861-3636,
Extension 549.
Hazardous Materials Specialist IV
Hazardous Materials Management Program
CB:D:cas
\090009.b
2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636
RESOURCE MANAGEMENT AGP. CY
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE []
ASSISTANT DIRECTOR
Eavironm~ntal Health S~vic~ I:Nq~'tm~m
STEVE McC.AI · Fy, REHS, DIRECTOR
Ah' Pollution Control Di~
Wn~J4M J. RODDY, APCO
i:~v, ing& ~t Sew~c. ~
TED JAMES, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
October 9, 1991
Janet Ford-Shell
Kern High School District
2000 24th Street
Bakersfield, CA 93301
RE:
Highland High School
2900 Royal Scots Way
Bakersfield, CA
Permit #090009
Dear Ms. Ford-Shell:
The Site Characterization Report submitted by Pacific Geotechnical Associates, Inc.
(P.G.A.) for the above-referenced facility has been reviewed.
Only one (1) soil sample exhibited traces of contamination (sample #2-lA,
toluene .013 ppm, ethyl benzene .008 ppm). The levels are below the action levels required
by the Regional Water Quality Control Board. Therefore, our Department believes a "no
action" mitigation option to be acceptable, with no further action required at this time.
A Closure Letter will follow under separate cover.
Sincer~y~.? //~
FIBra Darling, R.E.H.S., R~'I~.A.
Hazardous Materials Specialist
Hazardous Materials Management Program
FD:cas
\090009.1tr
2700 "M" STREET. SUITE 300 BAKERSFIELD, CALIFORNIA 93301 _... (805) 861-3636
RESOURCE MANAGEMENT' AGE. NCY
RANDALL L ABBOTT
DIRECTOR
DAVID PRICE !I!
ASSISTANT DIRECTOR
A~ Poilut~ C, muol D~.~
Wn ~4~1 J. RODDY, APCO
TED JAblE~ AIC~, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
October 2, 1991
Kern High School District
2000 - 24th Street
Bakersfield, CA 93301
ATTN:
Janet Ford-Shell
SUBJECT:
South High School
-*Highland High School
Ruggenberg Center
#310009
#090009
Injection Well
Dear Ms. Ford-Shell:
A review of the files of the above-referenced sites indicates
that initial field investigations have been completed. However,
our Department has not received the site characterization reports.
In order to move toward closure of the facilities, our office
must review the completed reports and recommendations for
mitigation.
Our office believes that more than adequate time has been
allowed for our receipt of the required documents. Therefore,
please notify your environmental contractor to submit the site
characterization reports to our Department immediately. The
completed reports should reach my desk within ten (10) days of
receipt of this letter.
Sincerely,.~
Flora Darling, R.E.H.S.,/R.E.A.
Hazardous Materials Spe~cialist
Hazardous Materials Management Program
FD:jg
RESOURCE MANAGEMENT AGENCY
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE []
ASSISTANT DIRECTOR
Envirommual Health Se~:es Department
STEVE Mc'CAll Fy, REMS, DIRECTOR
Air Pollution Ce~troi District
WILl. lAM J. RODDY, APCO
Planning & Development Setvic~ Department
TED JAMES, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
January 30, 1991
Randall Metz
Pacific Geotechnical Associates, Inc.
4200 Easton Drive, Suite 2
Bakersfield, California 93309
Re: Site Characterization Workplans for the following sites.
1/..'West High School Permit Cf 280007
~2. Highland High School Permit # 090009
3. South High School Permit cf 310009
Dear Mr. Metz:
The addendum information regarding the above referenced sites's workplans have been
reviewed. It is our understanding that the two slant borings total depth will be drilled to
21 feet depth or deeper, depending upon field conditions, for South High and Highland
High Schools.
The Re-positioning of bore holes to accommodate the slant drillings are approved.
Please notify this office 48 hours in advance of commencing work to allow an Inspector
to be present during drilling operations.
FD:ch
cc: Rod Williams
S.I.S.K.
darling\metz, let
971313 "M" RTREET. SUITE 300
If you have any questions please contact me at (805) 861-3636, Ext. 549.
Hazardous Materials Specialist
Hazardous Materials Management Program
BAKERSFIELD. CALIFORNIA 93301
(805) 861-3636
/ ' iacific Geotechnical Associates, Inc.
//' [ 4200 Easton Drive, Ste. 2 · Bakersfield, Calif. 93309 * (805) 324-7768
January 28, 1991
Ms. Flora Darling
Hazardous Materials Specialist
Environmental Health Services Dept.
County of Kern
2700 "M" Street, Suite 300
Bakersfield, CA 93301
Re:
Highland High School Site Characterization
Permit #: 090009
Dear Ms. Darling:
A site characterization workplan for the above referenced site was submitted
to the Environmental Health Services Department for your approval. Your
response, dated January 22, 1991, consisted two comments regarding slant
drilling and the fate of rinsate and spoils (copy attached).
This letter contains responses to each comment and serves as an amendment to
the original proposed work plan.
Comment 1. In view of the increasing high levels of contamination
present at the dispenser area and adjacent to classrooms, a slant boring
will be required to assess possible migration beneath the building.
Response 1. Soil Boring #3 will be located approximately seven feet
southwest of the dispenser and will be slant drilled approximately five
feet to the northwest under the classroom (see attached revised Plot
Plan). The bottom of the boring will be approximately due west of Soil
Boring #2. Soil Boring #2 will be located in the center of the dispenser.
Comment 2. Regarding storing and sampling for analysis and
subsequent disposal of rinsate and drilling spoils, drill cutting and
rinsate shall not be mixed before sampling separate sample analysis
will be required before disposal.
Response 2. Line two, paragraph one, Item 4.0 of the Quality
Assurance/Quality Control Section (QA/QC Page 3) referring to rinsate is
hereby eliminated. A sentence, "All rinsate will be placed into a
Highland High Sch~I~ .te Characterization
1/28/91
separate drum and analyzed for BTXE prior to disposal." is hereby added
to the same paragraph in front of the last line beginning with the
words, "Upon completion of laboratory analyses,. " The last sentence
in the same paragraph is amended to read, "Upon completion of
laboratory analyses, both drums will be transported by Laidlaw to a State
approved hazardous waste disposal site." (changes underlined).
If you feel it is necessary, we will be happy to meet with you in person
to discuss the procedures outlined in our workplan and in the attached
amendments to the work plan.
Respectfully submitted, ~
Randall T. Metz, R.G.
RTM:pld
encl. EHSD Ltr dtd 1/22/91
Plot Plan
cc: R. Williams, SISK
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE !!1
ASSISTANT DIRECTOR
Environmental Health Setvice~ Department
STEVE McCALLEY, REHS, DIRECTOR
Air PolZution Control Dbtfict
W;~H~d~ ,J. RODDY. APCO
Plannin9 & Development Sen6ces Deparbnent
TED ,lAMES, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
January 22, 1991
Randall Metz
Pacific Geotechnical Associates, Inc.
4200 Easton Drive, Suite 2
Bakersfield, CA 93309
RE:
Highland High School
Permit # 090009
Dear Mr. Metz:
The Site Characterization Workplan proposal for the above referenced facility has been
reviewed.
In view of the increasing high levels of contamination present at the dispenser area and
adjacent to classrooms, a slant boring will be required to assess possible migration beneath the
building.
I believe it is the responsibility of the environmental contractor to locate any piping or
other obstructions to drillingjslant or otherwise. In view of this it may be advantageous to move
boring SB #3 closer to boring SB #2 for the slant boring and use boring SB #1' for the southern
horizontal limits. In any event, our Department will need more than an opini~on if the contaminant
has spread beneath the classroom~ (i.e.) a slant boring.
Regarding storing and sampling for analysis and subsequent disposal of rinsate and
drilling spoils, drill cutting and rinsate shall not be mixed before sampling - separate sample
analysis will be required before disposal.
Upon receipt of a revised plot plan depicting the required slant boring and rinsate/drill
cutting sampling, our Department will be able to continue the review.
if you have any questions, contact me at (805) 861-3636 extension 549.
_S)ncerely, ~..ii'i,.? ~
.... -'-~.% ~ //' ..~ /
'- .... Flbra uar,ng, R E H S
Hazardous Materials Specialist
Hazardous Materials Management Program
FD:cas
cc: Rod Williams, SISK
\090009-2.1tr
2700 "M" STREET, SUITE 300
BAKERSFIELD, CALIFORNIA 93301
(805) 861-3636
FAX: (805) 861-3429
MAINTENANCE
AREA
(covered)
CLASSROOMS
DISPENSER
SB #2
SB #4 (if needed)
#3
SB #1
2' - 670 ppm
3' - 17,000
EXCAVATION
(backfilled)
2'-ND
6'- ND
DRIVEWAY
f
FENCE
BLOCK WALL
~ SB #1 Soil Boring
x Sample Location
~ i Tank Location
2'- 1,7oo ppm Depth below tank-
6'- ND ppm TPH
ND = Not Detected
HIGHLAND HIGH SCHOOL
i1 Figure 2
PLOT PLAN
- N- (Revised 1/28/91 )
r 10 FEET
I I
Date: ,~ept 11, 1990 I By: J. Mince
Project: $1S001~ ,0,;~: 10/26/90 PGA
RESOURCE MANAGEMENT AGENCY
RANDALL L. ABBO'I'I'
DIRECTOR
DAVID PRICE II!
ASSISTANT DIRECTOR
Environmental Health ~ Depa~mem
STEVE McC,&! ! Fy, REHS, DIRECTOR
Air Pollution Control Di~fict
~ J. RODDY, APCO
Planmn~ & Development 5~ce~ Department
TED JAMES. AICP, DII~CTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
January 22, 1991
Randall Metz
Pacific Geotechnical Associates, Inc.
4200 Easton Drive, Suite 2
Bakersfield, CA 93309
RE:
Highland High School
Permit # 090009
Dear Mr. Metz:
The Site Characterization Workplan proposal for the above referenced facility has been
reviewed.
In view of the increasing high levels of contamination present at the dispenser area and
adjacent to classrooms, a slant boring will be required to assess possible migration beneath the
building.
I believe it is the responsibility of the environmental contractor to locate any piping or
other obstructions to drilling~slant or otherwise. In view of this it may be advantageous to move
boring SB #3 closer to boring SB #2 for the slant boring and use boring SB #1 for the southern
horizontal limits. In any event, our Department will need more than an opini~on if the contaminant
has spread beneath the classroom~ (i.e.) a slant boring.
Regarding storing and sampling for analysis and subsequent disposal of rinsate and
drilling spoils, drill cutting and rinsate shall not be mixed before sampling - separate sample
analysis will be required before disposal.
Upon receipt of a revised plot plan depicting the required slant boring and rinsate/drill
cutting sampling, our Department will be able to continue the review.
If you have any questions, contact me at (805) 861-3636 extension 549. Sincerely,
-- -i~-i~-ra Darli~i'g, R.E.H.S.
Hazardous Materials Specialist
Hazardous Materials Management Program
FD:cas
cc: Rod Williams, SISK
\090009-2.1tr
T~AL/'T:TT~)~T~T f'~ /'"AT T~/'"IT:)~,IT^ C~QQ(~I
Kern County Superintendent of Schools ' I ' '
Re: West High School, Highland High School,
South High School, and District Warehouse
On January 9, 1991, this Department reviewed Permits 280007, 090009, 310009, and
060007, located in Bakersfleld,~ California, and found that you are in violation of the
following laws: '": ........
Health and Safety' Code, DiviSion 20, Chapter 6.7,'Section 25298(C)(4),
.. Chapter 6.75, Section 25299.37(C). '-
It is necessary'to request you to appear for a hearing to show cause why a Complaint
should not be filed against you. Please appear at Kern County Environmental Health
Services Department, 2700 ."M" Street, 3rd Floor, Bakersfield, California..
Date: JanUary 31, 1991 ' I I Time: I 2:00 p.m.
We encourage you to be present so this matter may be resolved without further legal
.,.. ..... ...:~ , ..... .., :.-,~,,?~..,.~,~:.,...,,,.~.~ .... Chns Bur er, R.~% .....~.. ~,,;.~.,.~: ........
-~';;"?~',i~!,:~4t:~.~-TJ~:'?',~;;-~'~' ~'~'~;: ~;~ ' '~':?~'~;:' · '~ ................. : ............ .-.b? ,~.:~.~..~.~!.~.-,.~.di.'~,~
RESOURCE MANAGEMENT AGENCY
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE III
ASSISTANT DI~.CTOR
STEVE McC,a,~ · Fy, REHS, DIRECTOR
WILLIAM J. RODDY, APCO
TED ,lAMrr~, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
November 7, 1990
Rodney N. Williams (Sisk)
Kern County Superintendent of Schools
P. O. Box 9939
Bakersfield, CA 93389
Subject: Location:
Known As:
Permit #:
2900 Royal Scots Road, Bakersfield, CA
Highland High School
090009
Dear Mr. Williams:
The proposed site characterization workplan for the above referenced site has
been reviewed. Additional information is required before approval is granted to
commence work. Please address the below items:
A complete Health and Safety Plan. Follow OSHA requirements.
Discussion of slant borings which may be needed to determine if
contamination has migrated beneath the classrooms adjacent to the
former dispenser.
3. Risk Analyses.
e
A corrected plan view depicting all proposed borings. Borings shall
not exceed a 15 foot radius from the initial boring at the former
dispenser area.
Soil sampling should begin at 5 foot intervals below grade. What total
boring depth is contemplated?
e
Boring holes are to be abandoned with cement sand slurry. The lowest
depth of the hole may be plugged with 5 feet of bentonite.
7. Describe disposal of drilling spoils and rinsate.
All borings must be described using the Uniform Soil Classification
System.
2700 "M" STREET, SUITE 300
BAKERSFIELD, CALIFORNIA 93301
(805) 861-3636
Rodney N. Williams
November 7, 1990
Page 2
g. A registered geologist, or registered civil engineer must interpret all
data. All reports shall be submitted to this Department for review.
Upon receipt of the above requested addendum information our Department will
be able to continue the review.
If you have any questions, contact me at {805) 861-3636 extension 54g.
Sincerely,
FD:cas
Flora Darling, R.E.H.S.
Hazardous Materials Specialist
Hazardous Materials Management Program
cc: Pacific Geotechnical Associates
\ogooog.ltr
C.O.L.T.
ALL THE SITES THAT HAVE THE RP AS KERN HIGH SCHOOL DISTRICT, THE FOLLOWING
APPLIES:
JANET SHELL Telephone Number 631-3122
Property Liability - Safety
Kern High School District
2000 24th Street
Bakersfield, CA 93301
Highland High School
Kern High School District
West High School
South High School
GARY J. WICKS
Agency Director
(805) 861-3502
STEVE McCALLEY
Director
. E s o u c ' 'r
DEPART~MENTAL
June 6, 3.990
2700 M Street, Suite 300
Bakerefleld. CA 93301
Telephone (805) 861-3636
Telecop4er (805) 861.3429
AGENCY
Ben Seykora
Kern High School District
2000 - 24th Street
Bakersfield, CA 93301
SUBJECT: Location: 2900 Royal Scotts Road, Bakersfield, CA
Known As: Highland High School
PERMIT #: 090009
Dear Mr. Seykora:
The intent of this letter is to inform you of the necessary
deadlines for work required at the property described above. As
a responsible party for a leaking underground storage tank, you
have previously received a letter from this Department notifying
you of the required work necessary to identify the extent of the
contamination. We are now requesting that this work, outlined in
UT 35, be done in a timely manner.
In accordance with California Health and Safety Code, Chapter
6.? and Kern County Ordinance Code, Chapter 8.48, the Kern County
Environmental Health Services Department requires a determination
of the threat to the environment. Accordingly, you must select an
environmental contractor and submit a site characterization
workplan proposal to this office within 30 days from the date of
this letter. The workplan must be approved by this Department
before any work is started.
If you should have any questions regarding this matter, please
immediately contact me at (805) 861-3636.
~.~. Si~_ncerelY''t' / ~'
~ ...... -~ra D;rling, R.E.H. · ../
Hazardous Materials Specialis~
Hazardous Materials Management Program
FD:jg
/,,,'~~~cific/Geotechnical Associates, Inc.
4200 Easton Drive, Ste. 2 · Bakersfield, Calif. 93309 · (805) 324-7768
HIGHLAND HIGH SCHOOL
SITE CHARACTERIZATION
REPORT
Submitted on behalf of
KERN HIGH SCHOOL DISTRICT
by
Pacific Geotechnical Associates, Inc.
September 5, 1991
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
TABLE OF CONTENTS
Introduction .................................................................................................... "1
Project Description ........................................................................................... 1
2.1 Site History ............................................................................................. 1
Purpose and Scope ............................................................................................ 2
3.1 Introduction .......................................................................................... 2
3.2 Soil Sampling Procedures ................................................................... 2
Findings .............................................................................................................. 3
4.1 Soil Profile ............................................................................................. 3
Evaluation .......................................................................................................... 4
5.1 Introduction .......................................................................................... 4'
5.2 Tank Site ................................................................................................. 4
5.3 Dispenser Site ........................................................................................ 5
5.4 Groundwater .......................................................................................... 5
Conclusions ........................................................................................................ 5
6.1 Introduction .......................................................................................... 5
6.2 Findings .................................................................................................. 5
6.3 Risks ........................................................................................................ 6
Remedial Action Options .................................................................................. 6
7.1 Introduction .......................................................................................... 6
7.2 Option 1/ No Action (Natural Biodegradation) ................................ 6
7.3 Option 2/ Passive Ventilation ............................................................. 7
7.4 Option 3/ Excavation and Removal to a Disposal Site ..................... 8
7.5 Recom~nendation .................................................................................. 8
Closing ................................................................................................................ 9
LIST OF ILLUSTRATION~;
Figure Number 1
Figure Number 2
Figure Number 3
Highland High School Site Location Map
Plot Plan Showing Soil Boring Locations and Cross Section
Transect.
Cross section.
Appendix A
Appendix B
Appendix C
APPENDICES
Logs of Soil Borings
Laboratory Results
Chain of Custody Documents
Highland High
9/5/91
1.0 Introduction
This report details site characterization studies conductcd at Highland High
School, 2900 Royal Scots Road, Bakersfield, California (Figure 1) on July 26th,
1991 by Pacific Gcotechnical Associates, Inc. (PGA). Thc work was contracted
by Kern High School District. Thc purpose of this work was to determine the
vertical and lateral extent of product plume(s) resulting from a dispenser and
gasoline tank site, (both of which had been removed), assess the potential
environmental impact of thc contamination and propose three rcmediation
options which are compatible with the nature of the contamination plume and
thc surrounding cultural conditions at thc site.
This report contains background information regarding the site, a description
of the study methodology, and subsequent findings. An evaluation with
conclusions and recommendations for site remediation alternatives are also
discussed. The appendices to this report contain the logs of the exploratory
soil borings, laboratory results and chain of custody records.
2.0 Project Description
2.1 Site History
Inventory records indicate no loss from the tank prior to removal, but some
staining and petroleum odor was documented during the removal of the
dispenser by McNabb Construction Company. Soil samples taken two feet and
six feet below center of the tank recorded no contamination. However, soil
samples taken two and three feet from beneath the dispenser recorded 670 and
17,000 parts per million (ppm) Total Petroleum Hydrocarbons (TPH)
respectively.
The cause and quantity of release of product was unknown. The Kern County
Environmental Health Services Department (KCEHSD) requested that a site
characterization be conducted to further study the unauthorized release of
product at this site.
Pacific C~eatechnical ASSociates, Inc, 1
Highland High SchO
915/91
3.0 Purpose and Scope
3.1 Introduction
The purpose and scope of this study was to define the vertical and lateral
extent of the product plume associated with the leaking dispenser located at
the site and to ascertain if any product had reached the water table. The
sampling program described below was followed to achieve this end.
3.2 Soil Sampling Procedures
On July 26th, 1991, three exploratory soil borings were advanced at the
locations shown in Figure 2. Soil boring gl was located eleven feet southwest
of the dispenser, in the center of the tank excavation, and advanced 31.5 feet.
Soil boring g2 was positioned two feet southwest of the dispenser and advanced
25.5 feet. Soil boring g3 was located eight feet southeast of the dipenser and
advanced to 26 feet. Personnel of PGA supervised soil boring operations and
collected and described samples for laboratory analysis. Drilling services were
provided by Melton Drilling Company of Bakersfield, California.
Soil boring locations were selected by PGA personnel based on previous field
findings, and recommendations made by Flora Darling of the KCEHSD. The
positions of the borings were later determined for mapping purposes using a
measuring tape and Brunton compass. The soil borings were advanced using a
Mobile Drill B-53 drill rig equipped with an 8-inch diameter, continuous
flight, hollow stem auger. Samples were collected using a hammer driven,
split spoon sampler lined with 2.5-inch by 6-inch brass rings.
Soil boring g2 was continuously cored for stratigraphic control starting at two
feet. Soil borings gl and #3 were alternately augered and cored for sampling
at five foot intervals with the first sample taken at five feet.
Soil descriptions were made by a geologist under the supervision of a
registered geologists, and consisted of soil type, grain size, color, texture,
sorting, inclusions, odor, and other distinguishing features.
A Foxborro Model 128/FID Organic Vapor Analyzer (OVA) detector was used to
field screen samples for volatile organic compounds (VOC's). This
Pacific Geotechnical Associates, Inc. 2
Highland High
9/5/91
measurement was recorded in parts per million (ppm) as methane, and was
taken from a capped brass ring core sample which had been agitated and set in
the sun to warm for several minutes.
Samples selected for laboratory analysis had both ends inspected for lithology
and were then immediately sealed with laboratory tape, plastic covers and
secured with duct tape. Each sample was labeled, placed in an ice chest and
maintained at 4 degrees Celsius until delivered to BC Laboratories in
Bakersfield. Chain of Custody procedures were followed (see Appendix C). All
samples were analyzed for benzene, toluene, xylene and ethylbenzene (BTXE),
and total hydrocarbon (TPH) as gasoline using EPA methods 8020 and 5030 with
a flame ionization detector (FID). The results of the analysis are presented in
Appendix B and are summarized in Figure 3.
The split spoon sampler and the brass tubes were washed with a non-
phosphate detergent and rinsed with water between samples to insure quality
control. Boring ceased when successive field screening measurements
recorded zero ppm using the OVA. After the samples were obtained and the
operations complete, the bore holes were filled with concrete. Spoils from the
augered soil borings were placed in 55 gallon drums, sealed, labeled, and
temporarily stored on site. After receiveing the laboratory results indicating
no contamination, the spoils were transported to an authorized landfill.
4.0 Findings
4.1 Soil Profile
As seen in Figure 3 and Appendix A, the soil profile generally consists of a
sequence of clayey sand near the surface. Below the clayey sand is a
conglomeratic strata containing alternating appreciable amounts of fines and
little fines from nine to sixteen feet. Extending below sixteen feet consists
prodominately of well sorted clean sands containing little fines. A lense of
silty sand was encountered in soil boring #1 from approximately 17 to 26 feet,
underlain by well sorted clean sand.
Pacific Geotechnical Associates, Inc.
3
Highland High SchO
915191
The highest OVA field screening values were recorded within the backfilled
excavation, rather than beneath the dispenser.
There was no sample recoverY in soil boring #2 between the depths of 8.5-14.5
feet due to large diameter cobbles. At 15.5 feet a dense conglomeratic layer
with cobbles four inches and greater in diameter were encountered which
refused any further advancement. Soil boring #2 was relocated two feet
southeast of the original boring, and continuously augered to a depth of
fifteen feet. Contiuous coring resumed in soil boring #2 at fifteen feet to total
depth of 25.5 feet.
A detailed description of the soils encountered in the borings is presented in
Appendix A of this report. The laboratory analysis of soil samples are
presented in Appendix B and summarized in Figure 3. An evaluation of the
significance of these findings is presented in Section 5.0.
5.0 Evaluation
5.1 Introduction
This section evaluates the findings of the investigation to better develop
conclusions and recommendations regarding this site. The evaluation is based
on the results of observations and laboratorY data. The purpose and scope of
the investigation is to determine the vertical and horizontal extent of gasoline
contamination, to ascertain if any product reached the groundwater, and to
present options for appropriate remedial action.
5.2 Tank Site
Soil boring #1 was located in the center of the tank excavation and augered to
a depth of 31.5 feet to characterize the lateral extent of product from the
dispenser. Field analysis using the Organic Vapor Analyzer (OVA) recorded
Volitile Organic Compounds (VOC's) of 2.4 ppm and 1.6 ppm at six and eleven
feet respectively. Further field analysis recorded no contamination at further
depths. Laboratory analyses recorded no contamination detected in any of the
soil samples taken in soil boring #1.
Pacific Geotechnical Associates, Inc. 4
Highland High Sch~
9/5/91
Soil borings #1 and #3 were used to determine lateral extent of product from
the dispenser site.
5.3 Dispenser Site
Soil borings #2 was augered to a depth of 25.5 feet and used to characterize the
vertical extent of product associated with the dispenser. Field analyses using
the OVA, detected no contamination throughout soil boring #2. Soil samples
were obtained for laboratory analyses at approximately three foot intervals.
Laboratory analyses recorded .013 ug/g and .008 ug/g of toulenc and
ethylbenzcnc respectively, at five feet below grade. Further laboratory
analyses recorded no detectable levels of TPH as gasoline or BTXE.
Soil boring #3 recorded no contamination in any field or laboratory analyses.
5.4 Groundwater
The 1989 Water Supply Report published by the Kern County Water Agency
indicates that the depth to groundwater in the Summer of 1989 was greater
than 350 feet. Groundwater is not considered to be threatened.
6.0 Conclusions
6.1 Introduction
The dispenser and tank location at Highland High School has been
characterized for the vertical and horizontal extent of product associated with
leakage. Three soil borings ranging in depth from 25.5 to 31.5 feet were
advanced with all soil samples being analyzed for TPH as gasoline and BTXE. A
plan view (Figure 2) and a cross sectional view (Figure 3) of the site
characterization area are included in this report.
6.2 Findings
Field screening measurements of VOC's in soil boring #1 recorded 2.4 ppm and
1.6 ppm at six and eleven feet respectively. All other field screening
measurements taken in the three exploratory soil borings recorded zero (0)
ppm.
Pacific Geotechnlcal Associates, Inc. 5
Highland High
9/5/91
Laboratory analyses measured for TPH of gasoline, and benzene, toulenc,
xylene, and ethylbcnzene. Results of the laboratory analyses recorded .013
rog/kg and .008 rog/kg for toulcnc and cthylbenzenc respectively, at a depth
of five feet in soil boring #2. All other laboratory results for soil sample
anlyscs taken in the three exploratory soil borings, recorded None Detected
(ND) for the subject contaminants.
6.3 Risks
Field observations and measurements, and laboratory analyses indicate that
the site does not pose a present or reasonable threat to groundwater due to this
repons findings of predomintely None Detected and extremely low values of
contaminants.
7.0 Remedial Action Options
7.1 Introduction
Three remedial options are presented for the tank sites.
into consideration the following:
These options take
The sites do not pose an immediate threat to groundwater.
Potential migration routes of the contaminants include
downward migration due to excessive percolation of
surface waters and upward migration of volatile vapors.
Vapors from the sites could pose potential concerns.
Supervision, testing and quality control for any of the mitigation alternatives
has not been included in these cost analyses. These estimates have been
developed only for providing a general comparison between the three
alternatives and should not be used for preliminary budgeting purposes.
7.2 Option 1/ No Action (Natural Biodegradation)
No remedial action will be taken. The dispenser and tank sites will be
resurfaced to meet the needs of the maintenance yard.
Pacific Geotechnical Associates, Inc. 6
Highland High Sch~
915/91
Concentrations of contaminants will decrease with time due to;
1) the removal of thc sources of product and 2) natural biodcgradation
processes which are already active. The time required for TPH gasoline and
BTXE concentrations to be reduced significantly or to non-detectable levels in
the soil cannot be known. Containment by surficial concrete and asphalt may
isolate contaminant vapors from human activity.
A notice will be posted near the dispenser location informing the public that
gasoline contaminated soil is present beneath the driveway, and where
information concerning the contamination can be found.
This option is feasible and will cost $150 or less to implement.
7.3 Option 2/ Passive Ventilation
The tank site will be resurfaced to meet the needs of the school maintenance
area. The dispenser and tank sites will be ventilated to reduce the hazard
associated with vapor accumulation beneath the paved surface. A vertical ten
foot well will be drilled next to the dispenser, where laboratory analyses
recorded .013 ug/g and .008 ug/g of toulene and ethlybenzene respectively, at
five feet below grade. A second vertical fifteen foot well will be drilled in the
center of the tank excavation, were the only field screening measurements of
2.4 ppm and 1.6 ppm, at five and eleven feet below grade, were recorded. The
wells will be constructed using a PVC completion with perforations from total
depth to 1.5 feet below the surface. A ventilation pipe will be installed to
ensure maximum dispersion and dilution of contaminant vapors.
The ventilation of soil at the dispenser and tank sites will greatly reduce the
hazard of vapors accumulating beneath the pavement as a result of
contamination associated with the site. Concentrations of contaminates will
decrease with time due to; 1) the removal of the sources of product and 2)
natural biodegradation processes which are already active and 3) ventilation
to the atmosphere of vapors migrating upward from the plumes The 'time
required for TPH gasoline and BTXE concentrations to be reduced significantly
or to non-detectable levels in the soil cannot be known.
Pacific Geotechnical Associates, Inc, 7
Highland High Sc
915/91
A notice will be posted inside and outside the classrooms and maintenance
building informing the public that gasoline contaminated soil is present
beneath thc driveway and where information concerning thc contamination
can be found.
This option is feasible and will cost $5,000 or less to implement.
7.4 Option 3/ Excavation, Disposal and Backfill with Clean Soil
Excavation and backfill with clean soil will be used to reduce the
concentration levels of TPH as gasoline and BTXE in the soil. The contaminated
soil will be transported to a Class III disposal site, and the excavated area will
be backfilled with clean soil. The excavation will be backfilled with soil free
of contamination, organics and debris, and recompacted to standards set by
existing building codes. The import material should be non-expansive,
granular in nature,and certified as clean prior to use. The surface will be
graded and resurfaced to meet the needs of the Maintenance Yard facility.
Bioremediation may be used to enhance the further reduction of
contamination levels in the soil. In time contamination will be reduced as
natural dispersion back into the clean soil reduces concentration levels.
Roughly 90% of the contamination will be removed by excavation to a depth of
twelve feet. The soil will be remediated in this fashion until soil samples fall
below action levels for TPH as gasoline and BTXE as determined by the KCEHSD.
This option is feasible and will eliminate or significantly reduce
contamination levels in the soil at both sites. The costs for implementing this
option is estimated at $27,000.
If properly executed, concentrations will be reduced below action levels and
hazards associated with vapor accumulations will be eliminated or greatly
reduced.
7.5 Recommendation
Option 1 is recommended as the most cost effective remedial action alternative.
Biodegradation is a natural process which is presently active at the site. The
volume of contamination is sufficiently small, that ongoing dispersion and
Pacific Geotechnical Associates, Inc. 8
Highland High
9/5/91
biodegradation will continue to either eliminate the contaminants or reduce
the concentrations of contaminants to acceptable levels. Sealing of the lot
with asphalt will isolate the plume from human activity and retard water
percolation and flushing of the plume.
8.0 Closing
This report is intended for the exclusive use of the Kern School District.
Pacific Geotechnical Associates, Inc. assumes no responsibility nor liability for
the reliance herein or use hereof by anyone other than the above named
client. In addition, all of the laboratory work cited in this report was prepared
by BC Laboratories, Inc., Bakersfield, which is solely responsible for the
contents and conclusions of the laboratory.
Respectfully submitted,
Michael R. McGrath
Randall T. Metz
Calif. Reg. Geologist
Pacific Geotechnical Associates, Inc. 9
Ave.
Pah~li~o Clt Iv~
F~anklln Ave.
Ave.
Bf eckenridge
SCALE
(MILES)
, ~ol A~oclote~, Inc.
HIGHLAND HIGH SCHOOL
1/2 I J SITE LOCATION MAP
.:,:.:.:.:.:.:.' .... MAINTENANCE
· ' AR~.
· !. ~.I-~-:.:'.i-~-~."-i.i.t..:.!.
.u.:.:.:.:.:.:.:.:..'.,. ..' !
SB #3
DISPENSER
DRIVEWAY
Fenced
Area
!
l
l
l
l
!
Gmund~er Gradient
I
j DeiC)~ to groundwater is · 350'
(Kern County Water Supply Report 1990)
: /
!
I
l
l
I
l
l
l
l
l
l
BLOCK WALL
Leaend
Soil Boring Location
Dispenser Site
Line of Section
Fence
Excavated Gasoline
Tank Site
Scale
(Ft)
0 5 10
~al Auoclate~, Inc.
HIGHLAND HIGH SCHOOL
PLOT PLAN
Author. MM
s.~o~ FIGURE 2
Oate:
5e ~
10'-
Bend In ~mction
Soil Boring
:::::::::::::::::::::::::::::::::::::
-..-. -. ..........
Soil Boring ~2
Soil Boring #1
SE
-5'
10'
-- 15'- 15' ='
20' -
25' -
...... tND~NcvN~vNDI ' I ' ~':=~ .......... Total
.......... Total .......... Depth
.......... Depth .......... 25.5' Feet ............. I ............
Legena ............
' ' ' : : . . .Total .........
Laboratory analyses ::: ..... Depth .........
TPH-G ........ 31.5' Feet .........
Asphalt B/T/X/E iiiiiiii ....... iiiiiiiii
~ Oeotechnical Associates, Inc.
HIGHLAND HIGH SCHOOL
20'
~:~ Fill
~'~ Sand
~ Clayey Sand
~ Silty Sand
Gravel
TPH-G....Total Petroleum
Hydrocarbon
as Gasoline in ug/g
B ............ Benzene in ug/g
T ............ Toluene in ug/g
X ............ Xylene in ug/g
E ............ Ethylbenzene in ug/g
ND ......... None Detected
Field analyses
OVA field screening of headspace
gases recorded in parts per million
as methane,
25'
30'
35'
CROSS SECTION
Scale (Feet)
I I
5' lo'
~,o~. MM I,.~.~: s=o~ I FIGURE 3
Drafted B~: MM Date: 8/91
Highland High
9/4/91
APPENDIX A
Logs of Soil Borings
Pacific Geotechnical Associates, Inc, 10
Boring #: 1 Location: CTR. OF TANK EXCA.
Property Owner: KERN HIGH SCHOOL DISTRICT
Site A~ess: HIGHLAND HIGH SCHOOL 2900 ROYAL SCOTi-S ROAD
Drilling Cc,-~-a~c~: MELTON DRILLING COMPANY
Ddlling Method: HOLLLOW$~-M AUGER
OVA: FOXBORO 128 FID
Driller: MICHAEL BRAYSON
PGA Personnel: M. MCGRATHr T. NUNNINK~ A. WRACHER
PGA Job #: SIS002 Date: 26-Jul
Rig Type: MOBIL B-53 Total Depth: 31,5' Elev.: GROUND LEVEL
Sample Equip: 18' SPLIT SPOON
Hole Diameter: 8' '13me - Start: 8:15 End: 9:20
CORE REC. DEPTH BLOW LOG USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
# % TOP BOT CNT PPM
0.0 0.5 ,FILL
0.5 1.0 .
1.0 1.5 .
1.5 2.0 .
2.0 2.5 .
2.5 3.0 .
3.0 3.5 .
3.5 4.0 -
4.0 4.5 ·
4.5 5.0 .
1 100% 5.0 5.5 3 SM SAND SILTY LT BRN MSV P(:X:)R NONE NONE -
1 100% 5.5 6.0 3 SM SAND SILTY LT BRN MSV POOR NONE NONE 2.4 -
1 100°/, 6.0 6.5 3 SM SAND SILTY LT BRN MSV POOR NONE NONE 8:30 A -
6.5 7.0 .
7.0 7.5 .
7.5 8.0 .'
8.0 8.5 .
8.5 9.0 GM GRVL SANDY YLW/ORC FINE P(:X:)R NONE NONE THIN GRAVEL STRATA ENCOUNTERED'.
9.0 9.5 ALTERNATING FNE. GRVL & MED. SAND
9.5 10.0 LENSES FROM 9'-14'.
2 ~ 10.0 10,5 1 ~ SW SAND GRVL' LTBRN MED POOR NONE NONE
2 60=/° 10.5 11.0 2 ~ SW SAND GRVL' LT BRN MED POOR NONE NONE 1.6
2 60% 11.0 11.5 2 ~ SW SAND GRVL~ LTBRN MED POOR NONE NONE 9:00 B
12.0 12.5
12.5 13.0
13.0 13.5
13.5 14.0 GRAVEL STRATA 14'-16'
14.0 14.5
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE I of 3
.Property Owner: KERN HIGH SCHOOL DISTRICT
Site Address: HIGHLAND'HIGH SCHOOL 2900 ROYAL SCOTTS ROAD
Ddlling C~3~a~ur: MELTON DRILLING COMPANY
Ddlling Melhod: HOll l OWSTEM AUGER
.Sample Equip: 18' SPLIT SPOON
CORE REC. DEPTH BLOW LOG # % TOP BOT CNT
Boring #: 1 Location: CTR. OF TANK EXCA.
OVA: FOXBORO 128 FID PGA Personnel: M. MCGRATH~ T. NUNNINK~ A. WRACHER
Ddller: MICHAEL BRAYSON PGA Job #: SIS002 Date: 26-Jul
Rig Type: MOBIL B-53 Total Depth: 31.5' Elev.: GROUND LEVEL
Hole Diameter: 8' ~me - Start: 8:15 End: 9:20
USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
PPM
NONE
5O BLOWS FOR 6'
EXTREMELY GRAVELY STRATA~ 1/2'-2 1/2'
FEW COBBLES 3' IN DIAMETER
BROKE THROUGH GRAVEL AT 16.5'
1/2' FINE GRAVEL LENSE AT 19.5'
HIGHLY MICACEOUS
FINE GRAVEL 1/2" DIAMETER
FEW 1' DIAMETER COARSE GRAVFI_~.
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE 2 of 3
Propert~ Owner: KERN HIGH SCHOOL DISTRICT Boring #: 1 Location: CTR. OF TANK EXCA.
Site Address: HIGHLAND HIGH SCHOOL 2900 ROYAL SCOFFS ROAD
OVA: FOXBORO 128 FID
Drilling Contrator: MELTON DRILLING COMPANY
Driller: MICHAEL BRAYSON
PGA Personnel: M. MCGRATH~ T. NUNNINK~ A. WRACHER
PGA Job #: SIS002 Date: 26-Jul
Ddlling Method: HOLLLOWSTEM AUGER Rig Type: MOBIL B-53 Total Depth: 31.5' Elev.: GROUND LEVEL
Sample Equip: 18' SPLIT SPOON Hole Diameter: 8' 'Rme - StaR: 8:15 End: 9:20
CORE REC. DEPTH BLOW LOG USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
# % TOP BOT CNT PPM
29.0 29.5 ~
29.5 30.0
6 90% 30.0 30.5 23 SW SAND GRVL¥ RST BRN MED POOR NONE NONE FEW COARSE SANDS
6 90% 30.5 31.0 25 ~ SW SAND GRVL¥ RST BRN MED POOR NONE NONE 0
6 90% 31.0 31.5 28 ~ SW SAND GRVLY RST BRN MED POOR NONE NONE 9:35 F TOTAL DEPTH 31.5'
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE 3 of 3
Property Owner: KERN HIGH SCHOOL DISTRICT Boring # 2 Location: 2' SW OF DISPENSER
Site Address: HIGHLANDHIGH SCHOOL 2900 ROYAL SCOTFS ROAD
OVA: FOXBORO 128 FID
PGA Personnel: M. MCGRATHr T. NUNNINK~ A, WRACHER
Drilling Contrator: MELTON DRILLING COMPANY
Driller: MICHEAL BRAYSON PGA Job #: SIS002 Date: 26-Jul
Drilling Method:
Sample Equip:
HOLLLOW STEM AUGER
18' SPLIT SPOON
Rig Type: MOBIL B-53 Total Depth: 25.5' Elev.: GROUND LEVEL
Hole Diameter: 8" Time - Start: 9:30 End: 11:00
CORE REC. DEPTH BLOW LOG
# % TOP BOT CNT
USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
PPM
2' OF PAVEMENT.
ORIGINAL BORING ENCOUNTERED A 2'
GASOLINE PIPE AT 2'. MOVED 1' SW OF
ORIGINAL HOLE.
UOUS CORE DESCRIPTION BEGINS
FEW 1/2' DIAMETER GRAVELS
FEW VERY COARSE SANDS
VERY GRAVELLY STRATAf PEBBLES 2' TO
3' DIAMETER. UNABLE TO RECOVER
SAMPLES. AUGERED 8.5' TO 14.5'
WITHOUT RECOVERY.
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE 1 of 2
Property Owner: KERN HIGH SCHOOL DISTRICT
Site Adc~ess: HI~GHLAND HIGH SCHOOL 2900 ROYAL SCO'I-I'S ROAD
~..M._E.L.T_O~N DRILLING COMPANY
~LLOW STEM AUGER
~ 18' SPLIT SPOON
.............. ..,...,..:.;.:.:.;.:.;.:.:.;.......;. ===========================:
CORE REC. DEPTH BLOW LOG # % TOP BOT CNT
Boring # 2 Location: 2' SW OF DISPENSER
OVA: FOXBORO 128 FID - PGA Personnel: M. MCGRATH~ T. NUNNINK~ A. WRACHER
Driller: MICHEAL BRAYSON PGA Job #: SIS002 Date: 26-Jul
Ri_.~e: MOBIL B-53 .Total Depth: 25.5' Elev.: GROUND LEVEL
Hole Diameter: 8" Time - Start: 9:30 End: 11:00
USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
PPM
NONE 4" OF RECOVERY
NONE UNABLE TO BREAK THROUGH.
RELOCATED BORING 2' SE.
BROKE THROUGH GRAVEL STRATA.
NONE
NONE
NONE
NONE
NONE 1/2' GRAVEL LENSE
NONE
NONE
NONE
NONE
NONE FEW COARSE SANDS
NONE
NONE
TOTAL DEPTH 25.5'
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE 2 of 2
Property Owner: KERN HIGH SCHOOL DISTRICT Bodng # 3 Location: 8' S.E. OF DISPENSER
Site Address: HIGHLAND HIGH SCHOOL 2900 ROYAL SCo'i-rs ROAD OVA: FOXBORO 128 FID PGA Personnel: M. MCGRATH~ T, NUNNINI~ A. WRACHER
Ddlling Conlrater: MELTON DRILLING COMPANY Ddller: MICHEAL BRAYSON PGA Job #: SIS002 Date: 28-Jul
Drilling Melhod: HOLLLOWSTEM AUGER Rig Type: MOBIL B-53 Total Depth: 26' Elev.: GROUND LEVEL
Sample Equip: 18' SPLIT SPOON Hole Diameter: 8' Time - Start: 13:15 End: 15:00
CORE REC, DEPTH BLOW LOG USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
# % TOP BOT CNT PPM
0.0 0.5 2" PAVEMENT
0.5 1.0
1.0 1.5
1.5 2.0
2.0 2.5
2.5 3.0
3.O 3.5
50% 3.5 4.0 5 SC SAND CLAY BOWN MED POOR NONE NONE
50% 4.0 4.5 25 ~ SC SAND CLAY BOWN MED POOR NONE NONE 0 FEW 1/2' DIAMETER PEBBLES
50% 4.5 5.0 16 ~ SC SAND CLAY BOWN MED POOR NONE NONE 13:30 A
5.0 5.5
5.5 6.0
6.0 6.5
6.5 7.0
7.0 7.5
7.5 8.0
8.0 8.5
8.5 9.0
40% 9.0 g.5 38 SW SAND GRVLY GREY MED POOR NONE NONE
9.5 1o.o 5o IIIII GM GRVL S,LTY LTBR, VCRS ,OOR NO,E ,ONE
10.0 10.5 0 13:40 B CONTINUED COARSE GRAVEL
10.5 11.0
11.0 11.5
11.5 12.0
12.0 12.5
12.5 13.0
13.0 13.5 VERY GRAVELY 2'-3' DIAMETER
90% 13.5 14.0 100 , GP GRVL S~D LTBRN CRS POQR NQNE NONE
:~/{~ 14:0 14.5 [ GP (3~L ~b LTI~ eRS ~I~,~J~; ~E 0
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE I of 2
Property Owner: KERN HIGH SCHOOL DISTRICT
Site Address: HIGHLAND HIGH SCHOOL 2900 ROYAL sco'l-rs ROAD
Drilling Contrator: MELTON DRILLING COMPANY
Drillin~ Method: HOLLLOWSTEM AUGER
OVA:
Ddller:
Ri~ Type:
FOXBORO 128 FID
MICHEAL BRAYSON
MOBIL B~53
Bodng # 3
Location: 8' S.E. OF DISPENSER
PGA Personnel: M. MCGRATHr T. NUNNINKr A. WRACHER
PGA Job #: SIS002 Date: 26-Jul
Total Depth: 26' Elev.: GROUND LEVEL
Sample Equip: 18' SPLIT SPOON Hole Diameter: 8" Time - Start: 13:15 End: 15:00
CORE REC. DEPTH BLOW LOG USCS TYPE MOD. COLOR TEXT. SORT. STAIN ODOR OVA TIME #
# % TOP BOT CNT PPM
~ROKE THROUGH GRAVEL STRATA
1/2' GRAVEL LENSE
NONE
NONE
NONE
. DEPTH 26'
PACIFIC GEOTECHNICAL ASSOCIATES, INC. PAGE 2 of 2
Highland High SchO
9/4/91
APPENDIX B
Laboratory Results
Pacific Geotechnical Associates, Inc, 11
ENVIRONYENT~
CHEMICAL ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ~2
BAKERSFIELD, CA 93309
Attn.= MICHAEL MCGRATH 324-7768
Date of
Report: 08/08/91
Lab ~= 8528-1
Sample Description: HIGHLAND HIGH SCHOOL, JOB $ S15002:SOIL SAMPLE $ lA ,
7/26/91 @ 8:30 A.M. BY M.R.M.
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
COLLECTED
Sample Matrix= Soil
Date Sample
Collected=
07/26/91
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Constituents Results Units
Benzene None Detected mg/kg
Toluene None Detected mg/kg
Ethyl Benzene None Detected mg/kg
o-Xylene None Detected mg/kg
m-Xylene None Detected mg/kg
p-Xylene None Detected mg/kg
Total Petroleum
Hydrocarbons (gas) None Detected mg/kg
Minimum
Reporting
Level
0.005
0.005
0.005
0.O05
0.005
0.005
Comments:
California D.O.H.S. Cert. ~1186
Department Supervisor
ENVIRO/41ENTAL
CHEMIC4L ANALYSIS
PETROLEUM
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) ~r/'.4911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MCGRATH 324-7768
Date of
Report: 08/06/91
Lab ·: 8528-2
Sample Description: HIGHLAND HIGH SCHOOL, JOB · S15002:SOIL SAMPLE · lB , COLLECTED
7/26/91 @ 9:00 A.M. BY M.R.M.
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Reporting
Level
0.005
0.005
0.005
0.005
0.005
0.005
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
ENIIIROM4ENTAL
CI"IE¥1C4L AN4L~SI$
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 9-~__'~3 PHONE (805) 327-4911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA 93309
Attn.= MICHAEL MCGRATH 324-7768
Date of
Report: 08/08/91
Lab ·: 8528-3
Sample Description: HIGHLAND HIGH SCHOOL, JOB · S15002:SOIL SAMPLE · 1C ,
7/26/91 @ 9:10 A.M. BY M.H.M.
COLLECTED
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons
(gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Reporting
Level
0.005
0.005
0.005
0.005
O.0O5
0.005
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
£NVIRONYENTAL
CN£1,11CAL ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGUN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (605) 327-4911 FAX (605} 327'-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA .93309
Attn.= MICHAEL MCGRATH 324-7768
Date of
Report: 08/08/91
Lab ·: 8528-4
Sample Description: HIGHLAND HIGH SCHOOL, JOB · S15002:SOIL SAMPLE · 1D , COLLECTED
7/26/91 @ 9=20 A.M. BY M.R.M~
TEST METHOD= TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix= Soil
Date Sample
Collected=
07/26/91
Constituent s
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed=
08-06-91
Analysis Reporting
Resulte Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Reporting
· Level
O.OO5
0.005
0.005
0.005
0.O05
0.005
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 9~__'~08 PHONE (805) ~27-4911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ~2
BAKERSFIELD, CA 93309
Attn.= MICHAEL MCGRATH 324-7768
Date of
Report= 08/08/91
Lab ~: 8528-5
Sample Description: HIGHLAND HIGH SCHOOL, JOB ~ S15002:SOIL SAMPLE ~ 1E , COLLECTED
7/26/91 @ 9=30 A.M. BY M.R.M.
TEST METHOD= TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix= Soil
Date Sample
Collected=
07/26/91
Constituents
Date Sample
Received @ Lab:
07/26/91
Date Analys£s
Completed:
08-06-91
Analysis Reporting
Results Units
Minimum
Reporting
Level
Benzene None Detected mg/kg 0.005
Toluene None Detected mg/kg 0.005
Ethyl Benzene None Detected mg/kg 0.005
o-Xylene None Detected mg/kg 0.005
m-Xylene None Detected mg/kg 0.005
p-Xylene None Detected mg/kg 0.005
Total Petroleum
Hydrocarbons (gas) None Detected mg/kg 1.
Comments:
California D.O.H.S. Cert. $1186
Department Supervisor
ENVIRONMENTAL
CH£¥1C4L ANALYSIS
PETROLEUM
LABORATORIES, INC.
~. J. EG/IN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 32]'-4911 FAX (805) 327-1916
Petroleum Hydrocarbons ,
PACIFIC GEOTECHNICALASSOCIATES, INC.
4200 EASTON DRIVE SUITE ~2
BAKERSFIELD, CA 93309
Attn.= MICHAEL MCGRATH 324-7768
Date of
Report~ 08/08/9!
Lab ~= 8528-6
Sample Description~ HIGHLAND HIGH SCHOOL, JOB ~ S15002=SOIL SAMPLE ~ 1F , COLLECTED
7/26/91 @ 9:40 A.M. BY M.R.M,
TEST METHOD~ TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix= Soil
Date Sample
Collected:
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed=
08-06-9!
Minimum
Analysis Reporting Reporting
Results Units Level
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
0.005
0.005
0.005
0.005
0.005
0.005
Comments:
California D.O.H.S. Cert. ~1186
Department Supervisor
ENVIRONMENTAL
CHEMICAL ANALYSIS
PETROLEUM
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 9~__'~6 PHONE (805) 327-4911 FAX (605) 327-1918
Petroleum H~drocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA 93309
Attn.= MICHAEL MCGRATH 324-7768
Sample Description= HIGHLAND HIGH SCHOOL,
7/26/91 @ 10:20 A.M.
Date of
Report: 08/08/91
Lab ~: 8528-7
JOB · S15002:SOIL SAMPLE · 2-1A , COLLECTED
BY M.R.M.
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
Benzene None Detected mg/kg
Toluene 0.013 mg/kg
Ethyl Benzene 0.008 mg/kg
o-Xylene None Detected mg/kg
m-Xylene None Detected mg/kg
p-Xylene None Detected mg/kg
Total Petroleum
Hydrocarbons (gas) None Detected mg/kg
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
Minimum
Report ing
Level
0.005
0.005
0.005
0.005
0.005
0.005
ENVIRONMENTAL
CHE¥1CAL ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CAUFORNIA 93308 PHONE (805) ~r/',,4,911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ~2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MCGRATH 324-7768
Date of
Report: 08/08/91
Lab ·: 8528-8
Sample Description: HIGHLAND HIGH SCHOOL, JOB · S15002:SOIL SAMPLE · 2-1B , COLLECTED
7/26/91 @ 11:00 A.M. BY M.R.M.
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
gonstit___uents
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Minimum
Analysis Reporting Reporting
Results Units Level
Benzene None Detected mg/kg 0.005
Toluene None Detected mg/kg 0.005
Ethyl Benzene None Detected mg/kg 0.005
o-Xylene None Detected mg/kg 0.005
m-Xylene None Detected mg/kg 0.005
p-Xylene None Detected mg/kg 0.005
Total Petroleum
Hydrocarbons (gas) None Detected mg/kg 1.
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
ENVIRONliENTAL
CHE¥1CAL ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 3274911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE '2
BAKERSFIELD, CA 93309
Attn.~ MICHAEL MCGRATH 324-7768
Date of
Reports 08/08/91
Lab ,: 8528-9
Sample Description: HIGHLAND HIGH SCHOOL, JOB , S15002=SOIL SAMPLE , 2-2A , COLLECTED
7/26/91 @ 12=10 P.M. BY M.R.M.
TEST METHOD:
TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Consti__tuents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed=
08-06-91
Minimum
Analysis Reporting Reporting
Results Units Level
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
0.005
0.005
0.005
0.005
0.0O5
0.005
Comments:
California D.O.H.S. Cert. ~1186
Department Supervisor
ENVIRONAtENTAL
CHEMICAL ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) ~27'4911 FAX (1105) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MC~RATH 324-7768
Date of
Report= 08/08/91
Lab ·: 8528-10
Sample Description: HIGHLAND HIGH SCHOOL, JOB · S15002:SOIL SAMPLE · 2-2B , COLLECTED
7/26/91 @ 12:20 P.M. BY M.R.M.
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Con st ituent s
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Reporting
.,, Level
0.005
0.005
0.005
0.005
0.005
0.005
ENVIRONYENTAL
CHE¥1CAL ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGUN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ,2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MCGRATH 324-7768
Sample Descriptiont HIGHLAND HIGH SCHOOL,
7/26/91 @ 12:40 P.M.
Date of
Reportt 08/08/91
Lab ,~ 8528-11
JOB , S15002:SOIL SAMPLE, 2-2C ,
BY M.R.M.
COLLECTED
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons
(gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Report lng
Level
0.005
0.005
0.005
0.005
0.005
0.005
Comments:
California D.O.H.S. Cert. ,1186
Department Supervisor
ENVIRONMENTAL
CHE¥1CAL ,INALY$1~
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327'4811 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ~2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MCGRATH 324-7768
Date of
Report: 08/08/91
Lab ~: 8528-12
Sample Description: HIGHLAND HIGH SCHOOL, JOB ~ S15002:SOIL SAMPLE ~ 3A , COLLECTED
7/26/91 @ 1:20 P.M. BY M.R.M.
TEST METHOD:
TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons
(gas)
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Reporting
Level
0.005
0.005
0.005
0.005
0.005
0.005
Comments:
California D.O.H.S. Cert. $1186
Department Supervisor
ENVIRONHENTAL
CH£¥1C.4L ANALYSIS
F~'TROLEU¥
LABORATORIES, INC.
J. J. EGUN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327'-4911 FAX (805) 327-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICALASSOCIATES, INC.
4200 EASTON DRIVE SUITE ,2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MCGRATH 324-7768
Date of
Report= 08/06/91
Lab ,: 8528-13
Sample Description: HIGHLAND HIGH SCHOOL, JOB , S15002:SOIL SAMPLE ~ 3B , COLLECTED
7/26/91 @ 1:40 P.M. BY M.R.M~
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected=
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons
(gas)
Date Sample
Received @ Lab:
07/26/9~
Date Analysis
Completed=
08-06-91
Minimum
Analysis Reporting Reporting
Results Units Level
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected
mg/kg
O.OOS
0.005
0.005
0.005
O.OOS
0.005
Comments:
California D.O.H.S. Cert. ~1186
Department Supervisor
ENVIRONMENTAL
CHE¥1CAL ANALYSIS
PETFIOLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327'-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA 93309
Attn. s MICHAEL MOGRATH 324-7768
Date of
Reports 08/08/91
Lab ·2 8528-14
Sample Descriptions HIGHLAND HIGH SCHOOL, JOB · S15002~SOIL SAMPLE · 3C , COLLECTED
7/26/91 @ 1:50 P.M. BY M.R.M*
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-X¥1ene
p-Xylene
Total Petroleum
Hydrocarbons
Date Sample
Received @ Lab:
07/26/9!
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
None Detected mg/kg
Minimum
Reporting
Level
0.005
0.005
0.005
0.005
0.005
0.005
1.
Comments:
California D.O.H.S. Cert. ·1186
Department Supervisor
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) :~rl.4911 FAX (805) :~r/'-1918
Petroleum Hydrocarbons
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
4200 EASTON DRIVE SUITE ·2
BAKERSFIELD, CA 93309
Attn.: MICHAEL MCGRATH 324-7768
Date of
Report: 08/08/91
Lab ·~ 8528-15
Sample Description: HIGHLAND HIGH SCHOOL, JOB · S15002:SOIL SAMPLE · 3D , COLLECTED
7/26/91 @ 2:05 P.M. BY M.R.M~
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: Soil
Date Sample
Collected:
07/26/91
Constituents
Date Sample
Received @ Lab:
07/26/91
Date Analysis
Completed:
08-06-91
Analysis Reporting
Results Units
Minimum
Reporting
Level
Benzene None Detected mg/kg 0.005
Toluene None Detected mg/kg 0.005
Ethyl Benzene None Detected mg/kg 0.005
o-Xylene None Detected mg/kg 0.005
m-Xylene None Detected mg/kg 0.005
p-Xylene None Detected mg/kg 0.005
Total Petroleum
Hydrocarbons (gas) None Detected mg/kg 1.
Comments:
California D.O.H.S. Cert. $1186
Department Supervisor
Hi~hland High
9/4/91
APPENDIX C
Chain of Custody Documentation
Pacific Geotechnical Associates, Inc. 12
Geot "~chnical Associates, CHAIN OF CUSTODY RECORD
Inc.
~--~'-~ .C..'T=fic,-n A,,en?_,e · Bakersfield, Calif. 93,3[]9 · (805) 832 74,;0
~-~' CHAIN OF CUSTODY RECORD
~~/?eotechnical A~oci~es, Inc.
· ~-~* ^ ....... ^ ....... · Bakersfield, Calif. 93309 · (805).~t-2--74~
.~'~~acific Geotechnical Associates, Inc.
t~ [ 4200 Easton Drive, Ste. 2 * Bakersfield, Calif. 93309 * (80,5) 324-7768
HIGHLAND HIGH SCHOOL
SITE CHARACTERIZATION
WORKPLAN AMMENDMENT
ific Geotechnical Associates, Inc.
[ 4200 Easton Drive, Ste, 2 · Bakersfield, Calif, 93309 · (805) 324-7768
Ms. Flora Darling
Hazardous Materials Specialist
Environmental Health Services Dept.
County of Kern
2700 "M" Street, Suite 300
Bakersfield, CA 93301
January 15, 1991
Re:
Highland 'High School Site Characterization
Permit #: 090009
Dear Ms. Darling:
On October 25, 1990, a site characterization workplan for the above referenced
site was submitted to the Environmental Health Services Department for your
approval. Your response, dated November 7, 1990, was a series of comments to
be addressed before approval (copy attached).
This letter contains responses to each comment and serves as an amendment to
the original proposed work plan.
Comment 1. A complete Health and Safety Plan.
requirements.
Response 1.
See attached Health and Safety Plan
Follow OSHA
Comment 2." Discussion of slant borings which may be needed to
determine if contamination has migrated beneath the classrooms
adjacent to the former dispenser.
Response 2. Vertical borings are an efficient and safe way to determine
whether or not contamination has migrated beneath the classroom for
the following reasons:
a. Vertical borings can indicate the risk of an asymmetric
plume with a major component beneath the maintenance shop. The
migration of Huids through a porous media is powered by gravity and
capillary pressure. Unless a contamination plume strikes an
impermeable inclined plane, it will go straight down with a small
component of horizontal expansion. When encountering an
impermeable inclined plane, the plume will "drift" in a down dip
direction.
At the Highland High School site, the strata are relatively
fiat. A contamination plume will tend to be radially symmetrical with
respect to the vertical axis. Therefore, three or more borings at
increased distances from the axis of the plume (under the dispenser)
should characterize the shape of the plume.
If an impermeable or semipermeable horizon is
encountered during the initial borings, the attitude of the bed will be
determined in the field, and if the dip is in the direction of the
maintenance shop, a decision can be made at that time to advance a slant
boring.
b. Unnecessary slant drilling adds an unnecessary safety risk
to thc project. Truck mounted augers are designed to operate optimally
with the mast in the vertical position. The mast can be tilted to perform
slant boring, but unusual stresses are placed both on the equipment and
the operators.
In addition, boring beneath buildings poses the risk of
encountering buried pipes and wiring, footings, and any other unseen
objects that may be beneath the structure.
For these reasons the following boring program is proposed:
The Highland High site borings will be positioned immediately
adjacent to the building (see Figure 2), and if an impermeable, or
semipermeable horizon is encountered, its depth below grade will be
plotted in each boring on a map. The attitude of the bed will be
determined using the three-point method, and if necessary a slant
boring beneath the maintenance shop will be located in the field by the
project geologist with the 'concurrence of a representative from the
Environmental Health Services Department (see paragraph 2.0 of the
attached Quality Assurance/Quality Control Procedures).
Comment 3.
Response 3.
Assessment.
Risk Analyses.
See attached Health and
Safety Plan, paragraph 7.0, Risk
Comment 4. A corrected plan view depicting all proposed borings.
Borings shall not exceed a 15 foot radius from the initial boring at the
former dispenser area.
Response 4. A revised plan view depicting all proposed boring is
attached (Figure 2). As indicated in our work plan, SB#2 and SB#3 will
be located within approximately ten feet of SB#1. If necessary to
adequately characterize the site, additional borings will be made at a
greater distance from SB#1. The locations of all borings subsequent to
boring SB#1 will. 'depend on field conditions and findings, and will be
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
dctcrmincd in thc ficld by thc project geologist with thc concurrence of
a representative from thc Environmental Health Scrviccs Department
(sec paragraph 2.0 of the attached Quality Assurance/Quality Control
Procedures).
Comment 5. Soil sampling should begin at 5 foot intervals below grade.
What total boring depth is contemplated?
Response 5. Soil samples for analyses will be retrieved at five foot
intervals beginning at five feet below grade and at any change in
lithology (see paragraph 3.0 of the attached Quality Assurance/ Quality
Control Procedures).
Exploration will consist of drilling at least three vertical
borings to a sufficient depth to achieve two consecutive five-foot soil
samples showing zero PID reading (above background). The depth of
each boring will be determined in the field by the project geologist with
the concurrence of a representative from the Environmental Health
Services Department.
Comment 6. Boring holes are to be abandoned by filling with cement
sand slurry. The lowest depth of the hole may be plugged with 5 feet of
bentonite.
Response 6. All borings not completed as monitoring wells will be
backfilled with cement. Borings advanced using the truck mounted
auger will be abandoned by backfilling with cement sand slurry
implaced with a tremie pipe (see paragraph 2.0 of the attached Quality
Assurance/ Quality Control Procedures).
Comment 7. Describe disposal of drilling spoils and rinsate.
Response 7. All soil not preserved for laboratory analysis will be placed
in a 55-gallon drum which will be sealed, labeled, and temporarily
stored at the site. All rinsate will be placed into the drum along with the
drill cuttings. When the drum is full a representative sample will be
retrieved using a soil sampling device. The sample weighing at least
two pounds will be placed in a glass sample jar, leaving no head space.
A teflon sheet will be placed over the mouth of the jar, the lid will be
firmly secured and sealed with tape. The sample will be sent to Laidlaw
Environmental Services, a state registered waste hauler, for analysis. A
copy of the analysis will be included in the final site characterization
report. Upon completion of laboratory analysis, the drum will be
transported by Laidlaw to a state approved hazardous waste disposal site.
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
Comment 8. All borings must be described using the Uniform Soil
Classification System.
Response 8. All borings will be described using the Uniform Soil
Classification System.
Comment 9. A registered geologist, or registered civil engineer must
interpret all data. All reports shall be submitted to this Department for
review.
Response 9. A registered geologist will interpret all data. All reports
will be submitted to the Environmental Health Services Department.
If you feel it is necessary, we will be happy to meet with you in person
to discuss the procedures outlined in our workplan and in the attached
amendments to the work plan.
Respectfully submitted,
Rod Williams
attachments:
EHSD Ltr dtd 11/7/90
QA/QC Plan
Health & Safety Plan
Statements of Qualifications
PACIFIC GEOTECHNICAL ASSOCIATES, INC.
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE I!!
ASSISTANT DIRECTOR
RESOURCE MANAGEMENT AGENCY
EnvironmenUd Health ~ Department
STEVE M~, REHS, DIRECTOR
WniIJ, M j. RODDY, APCO
TED ,JAMES, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
November 7, 1990
Rodney N. Williams (Sisk)
Kern County Superintendent of Schools
P. O. Box 9939
Bakersfield, CA 93389
Subject:
Location:
Known As:
Permit #:
2900 Royal Scots Road, Bakersfield, CA
Highland High School
090009
Dear Mr. Williams:
The proposed site characterization workplan for the above referenced site has
been reviewed. Additional information is required before approval is granted to
commence work. Please address the below items:
A complete Health and Safety Plan. Follow OSHA requirements.
Discussion of slant borings which may be needed to determine if
contamination has migrated beneath the classrooms adjacent to the
former dispenser.
3. Risk Analyses.
e
A corrected plan view depicting all proposed borings. Borings shall
not exceed a 15 foot radius from the initial boring at the formeP
dispenser area.
e
e
Soil sampling should begin at 5 foot intervals below grade. What total
boring depth is contemplated?
Boring holes are to be abandoned with cement sand slurry. The lowest
depth of the hole may be plugged with 5 feet of bentonite.
Describe disposal of drilling spoils and rinsate.
All borings must be described using the Uniform Soil Classification
System.
2700 "M" STREET, SUITE 300
BAKERSFIELD, CALIFORNIA 93301
(805) 861-3636
FAX: (805) 861-34~)
Rodney N. Williams
November 7, 1990
Page 2
0
A registered geologist, or registered civil engineer must interpret all
data. All reports shall be submitted to this Department for review.
Upon receipt of the above requested addendum information our Department will
be able to continue the review.
FD:cas
If you have any questions, contact me at (805) 861-3636 extension 549.
Sincerely, ~?
Fqora Darling, R.E.H.S.
Hazardous Materials Specialist
Hazardous Materials Management Program
cc: Pacific Geotechnical Associates
\090009.1tr
QUALITY ASSURANCE/QUALITY CONTROL PROCEDURES
HIGHLAND HIGH SCHOOL
BAKERSFIELD, CALIFORNIA
1.0 PURPOSE
This study has been undertaken to characterize the soil at an
underground fuel tank site at Highland High School (Figure 1). Procedures
used in the field will generally follow guidelines contained in the State
Department of Water Resources guidance document entitled "L.U.F.T. Field
Manual" dated May 24, 1988. The field activities will meet or exceed the
requirements of the Kern County Environmental Health Services Department's
requirements as outlined in its handbook UT-35.
2.0 BORINGS
Exploration will consist of drilling at least three vertical borings
to a sufficient depth to achieve two consecutive five-foot soil samples showing
zero PID reading (above background). The depth of each boring will be
determined in the field by the project geologist with the concurrence of a
representative from the Environmental Health Services Department. If
perched ground water is encountered before the above criterion is met,
boring will cease eight feet below the depth ground water is first encountered.
The borings will be positioned immediately adjacent to the
maintenance shop (see Figure 2), and if an impermeable, or semipermeable
horizon is encountered, its depth below grade will be plotted in each boring on
a map. The attitude of the bed will be determined using the three-point
method, and if necessary a slant boring beneath the building will be located in
the field by the project geologist with the concurrence of a representative
from the Environmental Health Services Department.
1/15191
ghland High School
The locations of the drill holes (Figure 2) will be determined by
measurement from known facilities, and elevations will be estimated from a
topographic map. The locations and elevations of the drill holes should be
considered accurate only to the degree implied by the method used.
Borings will be advanced using an AMS extendable soil recovery
auger with a core sampling head capable of retaining a 2-inch in diameter by
6-inch long brass sampling tube. The maximum penetration d_d~epth of the hand
auger is approximately 21 feet. In the event that deeper borings are required
to successfully complete the site characterization, a truck mounted, hollow
stem flight auger will be employed. After drilling to the depth reached by the
hand auger, a Modified California split-spoon sampler will be used to obtain
undisturbed soil samples. The sampler consists of a 3.0-inch outside diameter,
10-inch long, steel sampler which contains up to four, 3-inch long brass
sampling sleeves.
All drill bits and auger stems will be cleaned prior to the drilling
of each hole to prevent cross-contamination. Each boring will be logged by a
PGA staff geologist who will also monitor drill cuttings for organic vapor
concentrations with a PID with a 10.6 electron volt light source probe. The PID
will be calibrated with calibration gas prior to the start of each day's work.
Logs of the drill holes containing information regarding earth
materials encountered, depths and elevation of samples obtained, and the
results of field testing will be prepared. Log preparation will be supervised by
PGA geologists registered by the state of California.
3.0 SAMPLES
Prior to the collection of each sample, sampling equipment will
be washed the a nonphosphate detergent solution, triple rinsed with distilled
water, and air dried.
Soil samples for analyses will be retrieved at five foot intervals
beginning at five feet below grade and at any change in lithology.
QA/QC Page 2
1/15/91
ghland High School
Immediately after sampling, sample sleeves will be sealed with Teflon sheets
and air-tight caps, taped, labelled, and placed in a cooler containing artificial
icc and kept at or below 4°C. Chain-of-Custody forms will be completed when
thc sample is collected and maintained with each transfer of the sample.
If groundwater is encountered, a water sample will be retrieved
using a disposable bailer. The fluid sample will be sealed in a labeled, glass
sample jar and stored in an ice chest and kept at or below 4°C. Chain-of-
Custody forms will be completed when the sample is collected and maintained
with each transfer of the sample.
At the end of each day, all samples will be transported to SMC
Laboratories, 3155 Pegasus Drive, Bakersfield, California, 93308, a California
state Certified Laboratory. Soil samples will be analyzed for TPH and BTXE
using EPA methods 3810/8020, and fluid samples will be tested using EPA 601-
602 for water..
4.0 SPOILS DISPOSAL AND BORING DESTRUCTION
All soil not preserved for laboratory analysis will be placed in a
55-gallon drum which will be sealed, labeled, and temporarily stored at the
site. All rinsate will be placed into the drum along with the drill cuttings. ?l
When the drum is full a representative sample will be retrieved using a soil
sampling device. The sample weighing at least two pounds will be placed in a
glass sample jar, leaving no head space. A teflon sheet will be placed over the
mouth of the jar, the lid will be firmly secured and sealed with tape. The
sample will be sent to Laidlaw Environmental Services, a state registered waste
hauler, for analysis. A copy of the analysis will be included in the final site
characterization report. Upon completion of laboratory analysis, the drum
will be transported by Laidlaw to a state approved hazardous waste disposal site.
All borings not completed as monitoring wells will be backfilled
with cement. Borings advanced using the truck mounted auger will be
abandoned by backfilling with cement sand slurry implaced with a tremie
pipe.
QA/QC Page 3
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ghland High School
5.0 MONITOR WEI J .S
Depth to ground water is greater than 350 feet as indicated on
Kern County Water .Agency map "Depth to Water in Wells, Sept. 1989." If
contamination is found on ground water, three monitoring wells will be
installed. Kern County Environmental Health Services Department will be
notified and water well permits will be secured immediately after penetration
of the water table.
The exact construction of the monitoring wells will be subject to
findings during drilling of the soil borings. The soil borings will be completed
with flush threaded schedule 40 PVC pipe. The completion interval will consist
of gravel packed, flush threaded schedule 40 PVC liner with 0.020-inch
manufactured slots. A three foot bentonite annular seal will be placed above
the slotted liner. Cement grout will be placed around casing from the annular
seal to the surface. The completion interval will be 15 feet, half of which will
extend below the water table and half above.
A 4-inch diameter completion will be made if the well is
considered to be a potential remediation candidate. Otherwise, a 2-inch ,well
completion will be made. The completion interval in soil boring #2 may be
extended to within five feet of the surface to allow for alternative remediation
options.
QA/QC Page 4
Caunry o~ X,~n /
:I~FLE~LD
Courtly of
Sani u~ry t.mdt'dJ
,~ ot-
Canclewooa Or.
'35OO
"CC
F~nkl~ Ave.'
HIGHLAND HIGH SCHOOL
Figure 1
LOCATION MAP
· , 1/2 mile
i 1
~e~t 11, 1990 IB~. &Min~
618001 J F~. 10t~90 ~A
'MAINTENANCE
AREA
(covered)
CLASSROOMS
DISPENSER
2' - 670
3' - 17,000 ppm
SB #4 (if needed)
#2
EXCAVATION
(backfilled)
2'- ND
6'- ND
DRIVEWAY
FENCE
BLOCK WALL
{~ SB #1 Soil Boring
x Sample Location
Tank Location
2'- 1,700 ppm
6'- ND
Depth below tank -
ppm TPH
ND = Not Detected
HIGHLAND HIGH SCHOOL
Figure 2
PLOT PLAN
(Revised 12/10/90)
10 FEET
I t
HEALTH AND SAFETY PLAN
HIGHLAND HIGH SCHOOL
BAKERSFIELD, CALIFORNIA
1.0 PURPOSE
The purpose of this plan is to provide for worker and
environmental Health and Safety during underground fuel tank site
characterization at Highland High School, Bakersfield, Kern County (Figure 1).
This project will be conducted by Self Insured Schools of Kern (SISK) and
Pacific Geotechnical Associates, Inc. (PGA).
2.0 SITE HISTORY
In accordance to the Kern County Environmental Health
Services, SISK is submitting this Health and Safety Plan to guard worker safety
at the site. Soil contamination was documented during removal of an
underground fuel tank by McNabb Construction Company.
Soil samples taken two feet and six feet below the dispenser
recorded 670 and 17,000 parts per million Total Petroleum Hydrocarbons
respectively.
spoils.
After the tank was removed the excavation was backfilled with
The excavation was not lined prior to backfilling.
The Site Characterization Work Plan to which this Health and
Safety Plan applies calls for at least three boring for the purpose of obtaining
undisturbed samples for laboratory analysis. The planned list of work is
summarized in the following tasks:
Task 1:
Preparation of a Site Characterization Work Plan and this
Health and Safety Plan.
Task 2:
Drill at least three soil borings to depths sufficient to
characterize the contamination plume. Undisturbed soil samples
will be collected at 5-foot intervals. Each boring will be
geologically logged and monitored for hydrocarbon vapors with a
portable photoionization detector (PID). Soil borings will be
destroyed by filling with cement. All drilling spoils and rinsate
will be sealed in 55-gallon drums and transported to a certified
hazardous waste disposal facility.
Task 3:
The soil samples will be submitted to SMC Laboratories for
chemical analysis for TPH and BTXE using EPA method 8020.
1/15/91
ghland High School
Task 4:
Prepare and submit a technical report summarizing of the results
of the site characterization including, but not limited to results
and interpretations of data, discussion of methodologies, boring
descriptions and remedial action options including a
recommended option and risk appraisal.
3.0 EMERGENCY CONTACTS
In the event of an emergency occurring during the characterization
program, the following emergency facilities are available:
Police Call 911
Fire
Ambulance
911 or
871-7387
Fire Station No. 8
2213 University
(south on Tartan PI, east on Auburn,
north on Fairfax 1/2 mile, west on
Panorama, west on University 1-1/2 miles)
911
Hospital
Kern Medical Center
1830 Flower
326-2000
(west on Hwy 178, south on Mt. Vernon,
west on Flower 2 blocks)
A telephone is located inside the Maintenance Shop (Figure 2).
In case an emergency occurs, the following procedures should be
implemented:
Minor Cu~ or Abrasions, Wash affected area with soap and water and
bandage. A first aid kit with eye wash solution must be located on site.
The site safety officer is basic first aid trained.
Serious Physical Injury. In the event of serious physical injury:
a. Call immediately for ambulance or medical assistance.
b. Follow protocols established in the Medical Emergency
R~f~r~nc~ Manual #1 (Emergency Medical Planning, Inc.) until
assistance arrives. The site safety officer is basic first aid trained.
c. If an ambulance is not available, transport victim to nearest
hospital (Kern Medical Center).
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1/15/91
ghland High School
Thc following information must be recorded by the project
engineer or site safety officer for any emergency situation as soon as possible:
ao
Notifier's name.
Date, time, and location of the incident.
Nature of emergency (describe what happened).
Type and amount of materials involved.
Extent of injuries, if any.
Agencies and/or organizations notified, names of people notified.
Actions taken.
4.0
PERSONNEL
The following personnel are expected to be at the site during the
assessment project:
SISK
PGA
Drilling Operator
Kern County (EHS)
Rod Williams
Randall Metz and/or Brian Hirst
(unknown at time of publication)
Flora Darling
Mr. Rod Williams is designated as site safety officer and will be
responsible for ensuring compliance with this plan at all times. Mr. Williams
has completed the 8-hour Health & Safety Supervisors Training course. Mssrs.
Williams, Metz and Hirst have completed the necessary 40-hour Health & Safety
Training requirements. Drilling personnel will also have the necessary
Health & Safety training.
Personnel access to the work zone will be limited if Level C
personnel protective equipment are required. Only personnel properly
equipped with Level C equipment (see Section 10.0 below) will be allowed to
enter the contaminated zone. SISK will provide Level C equipment for only
SISK, PGA and the drillers.
5.0 WASTES
The contaminant to be encountered at the site is gasoline. The
specific hazardous substances that are likely to be encountered are shown in
Appendix A. Applicable exposure data for these substances are presented in
Table 1 - Hazardous Substances Data. Symptoms of exposure and first aid
treatments for each chemical are presented in Table 2 Exposure Symptoms
and First Aid Treatment.
As listed in Table 1, the lowest permissible short-term exposure
limit (STEL) concentration is 5 ppm (for benzene). This concentration will be
used to establish the requirement to don Level C personnel protective
equipment (see Section 9).
Contaminated boring spoils and rinsate will be sealed in 55-gallon
drums, labeled and stored on site pending sample analyses and acceptance by a
licensed waste disposal facility.
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ghland High School
6.0 JOB HAZARDS
Chemical hazards could be encountered from direct skin contact
with the contaminated soils or breathing volatilized chemicals in the air.
Level D equipment includes standard work clothing and gloves which would
reduce direct skin contact with chemical encountered (see Section $.0). A
photoionization detector (PID) will be in continuous use in the breathing zone
and if organic vapor concentrations of $ ppm above background are detected,
Level C equipment will be donned by all personnel in the contaminated zone.
The respirator should protect workers from inhaled contaminants.
Weather conditions have the potential to disrupt the project in
that if it is raining, drilling and sampling should be postponed. It is unlikely
that temperature conditions would preclude completion of the project.
Temperature ranges expected to be encountered are 50°F to 70°F.
7.0 RISK ASSESSMENT
The potential for adverse health or safety risks to the on-site
workers or the immediate surrounding area is low. Concentrations of the
hazardous substances encountered in the previous assessment at the site have
been low, and it is unlikely that high concentrations will be encountered
especially considering that the source of contamination, the underground fuel
tank, has been removed. Since the site is located outdoors, the atmospheric
dispersion of contaminants will be significant. Special arrangements for
possible school evacuation should not be required.
No authorized personnel may be permitted to stand near the
boring location during site characterization. If students, school employees or
any other non-essential personnel enter the work site, they will be informed
that health and safety procedures have been established to protect both the
workers and the public. If they refuse to leave, school administrators will be
contacted.
8.0 EXPOSURE MONITORING
A PID will be in continuous use during drilling operations. The
ionization constants for all of the substances likely to be encountered
(benzene 9.24eV, ethylbenzene-8.76eV, toluene-8.2eV and xylene-8.56eV) are
all within the detection range of the PID (less than 10.2eV). If the organic
vapors in the breathing zone detected by the PID exceed 2 5 ppm above
background levels (to be measured prior to excavation and up-wind of the site)
for more than five minutes, the personnel in the contaminated zone will don
Level C protective equipment, including respirators. Level C equipment will
be worn continuously in the contaminated zone until such time as the PID
concentrations are below 5 ppm above background. If PID concentrations
measured in the breathing zone exceed 1,000 ppm above background, the site
area will be evacuated immediately. Reentry will not be allowed until
concentrations are below 1,000 ppm or Level B equipment is provided. Care
will be taken in operating the PID to avoid monitoring vehicle exhaust.
H & S Page 4
1/15/91
ghland High School
TABLE 1
HAZARDOUS SUBSTANCES DATA
(all in ppm)
Substance Benzene 1~ Toluene Total Xylene
PELa 1 100 100 100
STELb 5 125 150 150
IDLHc Carcinogen 2,000 2,000 1,000
Odor
Thresholdd 1.4 2.0 2.1 NEe
LEL/UELf
(in %) 1.3/7.1 1.0/6.7 1.2/7.0 1.1/7.0
Max. Levels
at site 26 130 370 730
a
(1987
b
d
Permissible exposure limit in air for 8-hour day as established by ACGIH
update)
- Short-term exposure limit in air for 15-minute period as established by
ACGIH (1987 update)
- Immediately dangerous to life or health from NIOSH Pocket Guide to
Hazardous Substances (1985)
As adapted for AIHA Journal (1987)
- Not Established
- Lower Explosive Limit/Upper Explosive Limit from NIOSH Pocket Guide to
Hazardous Substances (1985)
H & S Page 5
1/15/91 ghland High School
TABLE 2
EXPOSURE SYMPTOMS AND FIRST AID TREATMENT
Chemical Route(s) of Entry General Symptoms
First Aid Treatment
Benzene
Inhalation, Inges-
tion, Contact
Ethylbenzene Inhalation, Inges-
tion
Toluene
Inhalation, Skin
Absorption, Inges-
tion, Contact
Xylenes
Inhalation, Skin
Absorption, Inges-
tion, Contact
Odor - Aromatic
Upper respiratory
and GI tract
irritation,
muscle spasms,
slow pulse,
extrasystoles,
hypokalemia irri-
tated eyes, skin burns
EYES - Irrigate im-
mediately for
15 minutes
SKIN - Water
flush immediately
~-An-
ificial respiration
and move to fresh air.
INGESTION - Medical
attention immediately
Odor - Aromatic
Irritated eyes and
mucous membranes
headaches, dermatitis
narcosis, coma.
Same as benzene
Odor - Aromatic
Fatigue, weakness,
confusion, euphoria,
dizziness, headache,
dilated pupils, lacrima-
tion, nervousness, muscle
fatigue, insomnia, paresthesia
dermatitis, photopia
Same as benzene
Odor - Aromatic Same as benzene
Dizziness, excitement
drowsiness, incoordina-
tion, staggering gait, irritated
eyes nose or throat, corneal
vacuolization, anorexia,
nausea, vomiting, abdominal pain,
dermatitis
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ghland High School
9.0 PERSONNEL PROTECTIVE EQUIPMENT
Level D equipment will be required at all times that the PID
measured concentrations are below five ppm above background. Level D
equipment includes:
· hard hats
· safety boots
· eye protection (safety glasses or goggles)
· neoprene gloves (while handling samples)
If organic vapor concentrations equal or exceed five ppm above
background, all personnel in the contamination zone (see Section 10) will don
Level C equipment and remain in Level C equipment until organic vapor
concentrations are reduced to below five ppm above background. Level C
equipment includes Level D equipment plus:
· half-face respirator equipped with combination organic vapor/dust
cartridges
· tyvek suits
SISK will provide Level C personnel protective equipment for its
own representatives. If Level C equipment is required, only personnel
equipped with Level C equipment will be allowed to enter the contaminated
zone, which includes the immediate working area. Anyone other than the
SISK representatives and the drillers who desires entry into the exclusion zone
under Level C conditions will be required to provide his/her own Level C
personnel protective equipment and demonstrate applicable qualifications.
The site safety officer or the designated assistant will ensure that no one
without proper personnel protective equipment enters the exclusion zone
under Level C conditions. Level C equipment provided by SISK will be stored in
the SISK vehicle when not in use.
10.0 WORK ZONES
Two basic work zones will be established for this project: a
restricted zone (exclusion zone) encompassing the drilling area and a clean
zone. Only the exclusion zone may be formally delineated by a tape barrier.
The decontamination zone and clean zone will be separated by function only.
Final zone boundaries will not be delineated.
11.0 DF_L~NT~ATION
All personnel who have been working in the contamination zone
as defined in Section 10 above shall undergo personal decontamination:
· when leaving the exclusion zone for coffee or lunch breaks;
· at the end of the work day.
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ghlandHigh School
The decontamination station shall include the steps listed in Table
3 - Personnel Decontamination. Steps pertaining to equipment that is not in
use (e.g., respirators) may be eliminated.
Decontamination
TABLE 3
PERSONNEL DECONTAMINATION
Equipment
1. Outer glove and 1
boot removal
2. Air purifying respirator
3. Hand wash
4. Hand rinse and dry 1
plastic drop cloth.
Set equipment on plastic, wash
in soap solution, rinse and dry.
plastic drop cloth. Lay equip-
ment down, wash in soap
solution, rinse and dry.
3- to 5-gallon bucket. Liquid
hand soap.
3- to 5-gallon bucket. Paper
towels.
TABLE 4
EQUIPMENT DECONTAMINATION
Decontamination Steps
Equipment
1. High pressure steam rinse
2. Inspect visually
3. High pressure steam rinse as necessary
Steam generator
n/a
Steam generator
H & S Page 8
1115191
~ighland High School
12.0 GEN-~ SAFETY MEASURES
The following general safety procedures shall be followed by all
persons entering and/or working in the designated work zones:
· No employee or subcontractor may be allowed on-site without the
prior knowledge and consent of thc site safety officer. All personnel at
the site shall be advised of the site safety requirements as discussed in
this plan.
· All contractor or subcontractor personnel shall bring to the attention
of the site safety officer or resident project representative any unsafe
condition or practice associated with thc work activities that they are
unable to correct themselves.
· There will be no smoking, eating, chewing gum, or drinking the
contamination zone.
· Hands shall be thoroughly cleaned prior to smoking, eating, or other
activities outside the contamination zone.
· Team members must avoid unnecessary contamination (i.e., walking
through known or suspected "hot" zones or contaminated puddles,
kneeling or sitting on the ground, leaning against potentially
contaminated barrels or equipment, etc.
· Respiratory devices may not be worn with beards, long sideburns, or
under other condition that prevent a proper seal.
13.0 PLAN ACCEPTANCE
All personnel involved with this project are required to read this
Health and Safety Plan and sign in the space below that they have read this
plan and understand its requirements. Prior to beginning work on the first
day of the project, the site safety officer shall conduct a site safety meeting to
explain the requirements o this plan and unsure that all personnel are
familiar with it. Site safety meetings shall be held at the beginning of each
work day of the project.
Name
Date
Affiliation
Name
Date
Affiliation
H & S Page 9
1115191
Qighland High School
Name
Date
Affiliation
Name
Date
Affiliation
Name
Date
Affiliation
Name
Date
Affiliation
Name
Date
Affiliation
Name
Date
Affiliation
Name
Date
Affiliation
Name
Date
Affiliation
Name
Affiliation
H & S Page 10
PACIFIC GEOTECHNICAL ASSOCIATES, INC. QUALIFICATIONS
HIGHLAND HIGH SCHOOL
BAKERSFIELD, CALIFORNIA
1. PACIFIC GEOTECHNICAL ASSOCIATES, INC.
Pacific Geotechnical Associates, Inc. (PGA) is comprised of
experienced geologists and geophysicists consulting in Bakersfield. Our list of
current clients includes the Kern County Water Agency, Tejon Ranch
Company, Arco Oil & Gas, Texaco U.S.A., Santa Fe Energy Resources and several
smaller clients. PGA is currently involved in a shallow structure mapping
project covering thc entire San Joaquin valley in Kern County.
Over the last two years PGA has been involved as principal
investigator in several site assessments and site characterizations. Recent site
characterizations that have been accepted by the KCEHSD include the City of
Bakersfield, Fire Station No. 1 and A & H Motors (phase II pending).
2. PACIFIC GEOTECHNICAL ASSOCIATES, INC. EMPLOYEES
Randall T. Metz holds a Bachelor of Science degree in Geology
from California State University, Long Beach, and is a candidate for a Master of
Science degree in Geology from the same institution. Mr. Metz is California
state Registered Geologist No. 3995. He has received hazardous waste operations
and emergency response training including the current year 8-hour
refresher course (29 CFR 1910.120).
1/15/91
ghland High School
Mr. Metz has worked as a geologist since 1977, including service
as Tenneco Oil Company's Pacific Coast Division's Division Geological Engineer,
where he was responsible for technical development and supervision of nine
professional geologists as well as for budgetary and administrative tasks. Mr.
Metz has published several articles on California geology, and is principal
author of two site characterization reports which have been accepted by thc
KCEHSD. He is President-Elect of thc San Joaquin Geological Society.
Brian M. Hirst received a Master of Science degree in Geology
from Northern Illinois University in 1976. Mr. Hirst is California state
Registered Geologist No. 4583. He has received hazardous waste operations and
emergency response training including the current year refresher (29 CFR
1910.120).
Mr. Hirst has worked as both an exploration and development
geologist at Tenneco Oil Company, where he held thc position of Project
Geological Engineer before becoming a consultant in 1988. As an
environmental consultant, Mr. Hirst has worked on federal RCRA site
characterizations, clean closures of disposal sites, ground water monitoring,
and contaminated soil remediation. His expertise in California geology led to
the publication of several professional articles. He has presented papers for
the American Association of Petroleum Geologists, Pacific Section, and led field
trips for the San Joaquin Geological Society.
Melton Drilling has been a contractor in thc San Joaquin Valley
since 1968. During that time they have drilled over 500 borings of the type
contemplated for thc subject site characterization.
SMC Laboratory located in Bakersfield is a State certified
analytical laboratory experienced in the type of analyses indicated above.
PGA Qualifications Page 2
KERN HIGH SCHOOL DISTRICT
SITE CHARACTERIZATION WORK PLAN
HIGHLAND HIGH SCHOOL
PROJECT DESIGN BY:
Randall T. Metz
Pacific Geotechnical Associates, Inc.
Rodney N. Williams
SISK
Kern County Superintendent
of School8
5801 Sundale Avenue
Bakersfield, CA 93309
(805) 398-3710
FAX (805) 398-3721
SISK
SELF-INSURED SCHOOLS OF KERN
October 25, 1990
Mailing Address
P.O. Box 9939
Bakersfield, CA 9,3,389
Flora Darling
Hazardous Materials Specialist
Environmental Health Services Department
2700 "M" Street, Suite 300
Bakersfield, CA 93301
Dear Ms. Darling:
SUBJECT:
Site Characterization Work Plan
Kern Union High School District
Location: 2900 Royal Scots Road, Bakersfield, CA 93306
Known As: Highland High School
Permit #: 090009
This correspondence is being submitted as the proposed Site Characterization Work
Plan to determine the vertical and horizontal extent of soil contamination
associated with the Highland High School underground storage tank. I hope this
plan is satisfactory to you and meets the criteria as stated in the "UT-35
Handbook." Should you have any questions as you review this plan, please feel
free to call my office at any time for clarification.
~ONSULTIN~ FIRMS
The Self-Insured Schools of Kern (SISK) Safety and Environmental Control Staff
has been selected by the Kern Union High School District to act as their
Environmental Consultant. SISK will coordinate and develop all plans stated
above. SISK will utilize the services and expertise of Pacific Geotechnical
Associates, Inc. (PGA), a firm consisting of professional geologists registered
by the State of California, to collect soil samples as described in this work
plan and to review, approve, and sign all work plans submitted to the county for
approval.
SITE BACKGROUN~
The Kern Union High School District has instituted a program to eliminate several
underground fuel tanks at various locations within the City of Bakersfield. On
April 12, 1990, one (1) 1,000 gallon unleaded gasoline underground storage tank
and associated dispenser were removed from the southeastern drive area at
Highland High School (Plate I).
Inventory records indicate no loss from the tank prior to removal, but some'
staining and petroleum odor were observed when the dispenser was removed. Soil
-2- October 25, 1990
Ms. Darling
samples taken from beneath the tank indicate no contamination, however, samples
taken from beneath the dispenser contained contamination levels above acceptable
limits, a condition which has prompted this site characterization work.
Depth to g is greater than 350 feet as indicated on the Kern County
wa~e~f-~ge~y map "Depth to Water in Wells, September 1989" (attached as Plate
II). The topography consists of low hills.
p~.IMINARY SITE ASSESSMENT RESULT~
A total of four (4) soil samples were collected from beneath the tanks by McNabb
Construction Company and analyzed by BC Laboratories, Inc. (laboratory reports
are attached). A summary of those analyses is as follows:
SAMPLE LOCATIO~ LABORATORY ANALYSIS (TPH[
2 feet under tank ........................ None Detected
6 feet under tank ........................ None Detected
670 ppm
2 feet under dispenser ...................
3 feet under dispenser ................... 17,000 ppm
The samples retrieved from beneath the tank exhibit "None Detected" levels of
Total Petroleum Hydrocarbons (TPH), however, samples from beneath the dispenser
location have values in excess off Department of Health Services (DOSH)
recommended action levels for soil.
Following the removal of the tank, the excavation was backfilled and covered with
clean soil (see figures 1, 2, 3, and 4).
SOIL SAMPLING PLAN
Introduction
The following program is designed to assess the vertical and horizontal
extent of contamination in the soil for the underground gasoline tank site.
The program consists of a minimum of four (4) soil borings. Additional
borings will be considered if contamination is laterally extensive.
Locations and Depths
Plate III shows the approximate location of the soil borings. These are
numbered in the order in which they will be drilled. The following
rationale was used for location selection:
1) Soil boring #1 will be made directly under the past location of the
dispenser. Its purpose is to define the vertical extent of contamination.
2) Soil boring #2 will be between the dispenser and the center of the
former tank location. Soil boring #2 will establish the vertical extent
of contamination (if any) below the tank. Soil borings #3 and #4 will be
Ms. Darling -3- October 25, 1990
approximately ten (10) and twenty (20) feet, respectively, from the
dispenser and at 120 degree angles from one another to cover the largest
possible area. The purpose of the three latter borings is to define the
lateral extent of contamination.
Boring will cease after two (2) successive soil samples show measured
Volatile Organic Compounds (VOC) concentrations of zero (0) parts per
million above background on an Organic Vapor Monitor (OVM). OVMreadings
will be taken before soil boring begins to establish background values.
Ail VOC concentrations will be documented on a field boring log which will
be submitted to the KCEHS as part of the site characterization report.
Destruction of Borings and Spoils Management
Ail borings will be backfilled with bentonite clay and capped with
concrete. Augered soil not preserved for laboratory analyses will be
sealed and stored in 55-gallon drums.
Laboratory Analysis, 9A/9C
Soil samples for laboratory analysis will be collected in brass tubes.
After the ends of the sample tubes have been examined for lithology and
any visible staining, they will be covered with a Teflon seal and a plastic
cap. The cap will be secured with duct tape, and the sample will then be
labeled and placed in an ice chest which will maintain the temperature
at, or below, 4 degrees centigrade.
At the end of the day, all samples will be transported to SMC Laboratories,
3155 Pegasus Drive, Bakersfield, California 93308, a California State
Certified Laboratory. Samples will be analyzed for TPH and BTXE using EPA
methods 3810/8020. Chain-of-Custody forms will be completed when the
sample is collected and maintained with each transfer of the sample.
Sampling Equipment and Procedures
The initial borings will be advanced using an AMS extendable soil recovery
auger with a core sampling head capable of retaining a 2-inch by 6-inch
brass sampling tube. Cutting samples will be described and recorded on
a continuous log. The shoe of the auger head will be field screened with
an OVA for VOC's with each sample retrieved.
Soil samples will be taken at five (5) foot intervals commencing at fifteen
(15) feet below grade in boring #1 and ten (10) feet below grade in borings
#2, #3, and #4.
In the event that. contamination extends below the sampling capability of
the extendable auger, the soil boring will be advanced with a truck-
mounted, hallow-stem auger. The augers will be steam cleaned at the
beginning of work and between each soil boring. Soil samples will be
Ms. Darling -4- October 25, 1990
retrieved using a split-spoon sampler and brass tubes using the same
procedure as described above.
Ail sampling equipment and brass tubes will be washed in a non-phosphate
detergent and rinsed with distilled water between samples and between each
boring.
HEALTH AND SAFETY
Personnel involved in the site characterization field work will comply with
Level D personal protective equipment (boots, hard hats, eye protection). This
will be augmented by wearing neoprene gloves when handling samples and sampling
equipment.
Highland High School is located at the site and will be used for communication
and first aid should an accident or emergency occur. The site will be flagged
off to control public access, and all personnel and visitors to the site will
sign the site log book each day.
A summary report will be prepared by SISK and approved by PGA which will document
field procedures, sampling procedures, analytical results, and data analysis.
This information will then be used to develop the Site Characterization Report
and the Remedial Action Options which will be submitted to the county for
approval. The Site Characterization Report will conform to KCEHS requirements
as outlined in "UT-35."
RNW/RTM:vrs
Enclosures
cc: Janet Shell
S .i..nc er ely,
Rodney N. Williams, Director
Safety & Environmental Control
Randall T. Metz~
Pa~Associates,
Inc.
Wm~ngton
? ~ c,, ~,e Sd.
X)Z.,A,2,1C 1'
MAP OF'
BAKERSFIELD
STATE HIGHWAY
THRU ROUTES ~
- ~'~'~r~'" ' ~'
CIVIC
sCHOOLS ' '" "I~ARKS BUILDINGS
UNDERGROIIlqD STORAGE TANK~
HIGHLAND HIGH SCHOOL
FIGURE 1
UNDERGROUND STORAGE TANKS
HIGHLAND HIGH SCHOOL
FIGURE 2
UNDERGROUND STORAGE TANKS
HIGHLAND HIGH SCHOOL
FIGURE 3
UNDERGROUI~D STORAGE TANKS
HIGHLAND HIGH SCHOOL
FIGURE 4
UNDERGROUND STORAGE TANKS
HIGHLAND HIGH SCHOOL
FIGURE 5
PLATE II
MAINTENANCE
AREA
(covered)
CLASSROOMS
DISPENSER' sB #2
;;~, ~ SB #..1
2'- 670 ppm ":¥,,,, /'"/'~
3' - 17,000 ppm
EXCAVATION
(backfilled)
2'- ND
6'- ND
DRIVEWAY
...--
FENCE
BLOCK WALL
{~ SB #1
X
2' - 1,700 ppm
6'- ND
Soil Boring
Sample Location
Tank Location
Depth below tank -
ppm TPH
ND = Not Detected
HIGHLAND HIGH SCHOOL
Plate III
PLOT PLAN
10 FEET
I
APPENDIX
Laboratory Analyses
AU~ 29 '90 10:~6
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA
Attention:
Lab No.:
Sample Desc:
P. 10
oqeoo
LABORATORIES, INC.
-, & E~Bi. ~ CHEIL EN&q.
4100 PIERCE RD., BAKERSFIELD, CAUFORNIA 9'J308' PHONE 327.4911
Purgeable Aromatics
(SOIL)
Date of
Report: 26-Apr-90
93308
Bryan McNabb
3350-7
Kern High School District
Highland High School Under Tank 2'
Date Sample
Collected:
12-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
Reporting Analysis Reporting
Units Results Level
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g
none detected
0.8
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
~ l-Analyst
~LIG 29 '90, 10:37
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA
Attention:
Lab No.:
Sample Desc:
LABORATORIES,. INC.
P.11
4100 PIERCE RD., BAKERSFIELD, CAUFORNIA 9~- PHONE 327-4911
Date of
Report: 26-Apr-90
Purgeable Aromatics
(SOIL)
93308
Bryan McNabb
3350-8
Kern High School District
Highland High School Under Tank 6'
Date Sample
Collected:
12-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
RepOrting Analysis Reporting
Units Results Level
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.8
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
6~J. &~. ' E~in
~ W Analyst
AU~ ~9 '90 10:~?
McNabb Construction
7808 Alcott .Ave.
Bakersfield, CA
Attention:
Lab No.:
Sample Desc:
Date Sample
Collected:
12-Apr-90
Constituent
LABORATORIES, INC.
& J. F. OUH~ ~ CHEM. F.H~R.
P.12
4100 PIERCE RD., BAKERSFIELD, CAUFORNIA g~308 PHONE 3274911
Purgeable Aromatics
(SOIL)
Date of
Report: 26-Apr-90
93308
Bryan McNabb
3350-9
Kern High School District
Highland High School Dispenser 2'
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
Reporting Analysis Reporting
Units Results Level
Benzene ug/g 3.2 0.4
Toluene ug/g 36 0.4
Ethyl Benzene ug/g 11 0.4
p-X¥1ene ug/g 18 0.4
m-Xylene ug/g 41 0.4
o-Xylene ug/g 23 0.4
Total Petroleum
, Hydrocarbons
(Gasoline)
ug/g
670
10
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
By
Analyst
AU~ 29 '90 10:38
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA
Attention:
Lab No...'
Sample Desc:
LABORATORIES, INC.
· .~ ~. ~u.. ,~. c~m,. r~o..
4100 PIERCE RD., BAKERSFIELD. CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
93308
Bryan McNabb
Date of
Report:
26-Apr-90
3350-10
Kern High School District
Highland High School Dispenser 3'
Date Sample
Collected:
12-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
Reporting Analysis Reporting
Units Results Level
ug/g 4.6 2
ug/g i50 2
ug/g 140 2
ug/g 290 2
ug/g 720 2
ug/g 450 2
ug/g 17,000 50
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. #102
~ I Analyst
GARY J. WICKS
Agency Dlmclor
(805) 861-3502
STEVE McCALLEY
Director
DEPART~MEN'
May 24, 1990
Ben Seykora
Kern High School District
2000 24th Street
Bakersfield, CA 93301
SUBJECT: Location:
Known As:
PERMIT #:
2900 Royal Scotts Road
Bakersfield, CA 93306
Highland High School
090009
p 540 625. 921
RECEIPT FO~;CE'T~ED MAIL
NO *INSUP. M~ECOVERN~ PROVIDED ~
NOT ~OR tN~ERI~A'nONAL MNL
(See ReverseJ_
]~en Se¥~o~'a
Y,,e~n [-[lgh School* D/st.
2000 2¢1:h st~'e
9,&ket, s£:l.®lct, CA 93301
Certified Fee
Special Delivery Fee
~estricted Delivery Fee
Return Receipt showing
to whom and Date Delivered
Return Receipt showing tO whom.
Date. and Address o! Delivery
:~ TOTAL Postage and Fees $
~ Postmark or Date
Q.
Dear Mr. Seykora:
This letter is an official notice to inform you that the property described above has
been determined by Kern County Environmental Health to be the site of an unauthorized
release of hazardous materials from an underground storage tank. This notice is sent
to you because our records indicate that you are a responsible party for this property.
As a responsible party, you must provide for all studies and work relating to the
above described property and the cost for oversight of these activities. California
Health and Safety Code Chapter 6.7 and Kern County Ordinance Code Chapter 8.48 require
a determination of the threat to the environment as a result of this release. THE
RESPONSIBLE PARTY SHALL, ON A TIMELY BASIS, DEVELOP A SITE CHARACTERIZATION,
FEASIBILITY STUDY AND REMEDIAL ACTION PLAN FOR KERN COUNTY ENVIRONMENTAL HEALTH'S
REVIEW AND APPROVAL BEFORE THE WORK IS INITIATED. Enclosed you will find attachment
"A", Handbook UT-35, which states the minimum required site work plan activities, the
necessary requirements for selecting environmental contractors qualified to perform
this work, a glossary of terms, example illustrations, and a section discussing the
answers to commonly asked questions.
The cost incurred by Kern County Environmental Health for the oversight of the work
for the site characterization, feasibility study, remediation action plan, site
remediation, and ongoing monitoring is not covered by any fees or permits. These
costs are recovered by Kern County Environmental Health in one of the two methods
described below. It is your responsibility to select the method of oversight cost
recovery under the terms of (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
necessary oversight and bill the State Water Resources Control Board under this State
contract. The State will then charge you, a responsible party, for both the costs
incurred by the County and the State, pertaining to your site, under the State terms
explained below:
Whereas the Legislature has appropriated funds from the California Hazardous Substance Clean-up Fund to pay the local and state
agency administrative and oversight costs associated with the cleanup of releases from underground storage tanks; and Whereas the
direct and indirect costs of overseeing removal or remedial action at the above site are funded, in whole or in part, from the Hazardous
Substance Cleanup Fund; and Whereas the above individual(s) or entity(les) have been identified aa the party or parties responsible
for investigation and cleanup of the above site; YOU ARE HEREBY NOTIFIED that pursuant to Section 25360 of the Health and
Safety code, the Above Responsible Party or Parties shall reimburse the State Water Resources Control Board for all direct and
indirect costs incurred by any and all state and local agencies while overseeing the cleanup of the above underground storage tank
site, and the above Responsible Party or Parties shall make full payment of such costs within 30 days of receipt of a detailed invoice
from the State Water Resources Control Board.
(B) COUNTY OF KERN LOCAL AGREEMENT OPTION
Kern County Environmental Health is providing this option for those who prefer to pay
the County directly and avoid the addition of State costs. Prior to the County's
performance of services, this option requires your deposit of $1,OOO.OO (one thousand
dollars) with the County to be held in the Local Option Trust Account. Charges for
County oversight are made against this account. In this option, a responsible party
must enter into a County agreement, attachment "B".
The environmental sensitivity {attachment "C") of this site has been reviewed by
Environmental Health to determine the potential threat for groundwater contamination.
Only sites determined to be non-environmentally sensitive may enroll in the Local
Option Agreement. The site described above is not in an environmentally sensitive area
and may be enrolled in the Local Agreement Option; however, the County of Kern reserves
the right to cancel any Local Agreement Option, should it be discovered that
groundwater contamination or a unique, complex hydrogeological condition exists. In
such cases, Environmental Health will utilize the State contract to pay for County
oversight activities. The County of Kern reserves this right for any site even when
the site is located in a non-environmentally sensitive area.
It is necessary for you to respond, in writing, within ten (10) calendar days of
receipt of this letter to advise Kern County Environmental Health of your choice:
either the State contract or the County's Local Agreement Option. If you select the
County's Local Agreement, please complete and sign the Local Agreement, (attachment
B}, and return it with your check for $1,000.00 (one thousand dollars) made payable
to the County of Kern, addressed to Kern County Environmental Health 2700 M Street,
Suite 300, Bakersfield, CA 93301, Attention: Accounting - Local Agreement Option.
If you select the State contract, please indicate, in writing, that you have made this
selection and that you have read the above official notification.
Failure to respond within ten (107 calendar days to this notice will automatically
result in oversight cost recovery tor your site(s) to be placed under the terms of the
State contract for Leaking Underground Storage Tanks.
If you should have any questions regarding this matter, please contact Susan Gonzales
at (805) 861-3636.
Environmental Health Services D~artment
attachments
ANNUAL T~END ANALYSIS S U~IMARY
TANK
TIME PERIOD: __~'-/~'-. ~ to
QUARTER 1
PERIOD 1:
PERIOD 2:
PERIOD 3:
TIME PERIOD: to
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3) /
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3) _ _~.
Action Number for this Period (Line'4) _
QUARTER 2
PERIOD 4:
PERIOD 5:
PERIOD 6:
TIME PERIOD: to
Total Minuses This Period (Line 3) _ .
Action Number for this Period (Line 4)._
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3) f//
Action Number for this Period (Line 4)
QUARTER 3
PERIOD 7:
PERIOD 8:
PERIOD 9:
TIME PERIOD: to
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
QUARTER 4 TIME PERIOD: to
PERIOD 10: Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
PERIOD 11: Total Minuses This Period (Line 3) ~
Action Number for this Period (Line 4) /~
PERIOD 12: Total Minuses This Period (Line 3) ~
Action Number for this Period (Line 4) /~
I hereby certify this is a true and accurate report.
Date
~ METER CHANGE
L._J . ~ W/~M NOTIF,ED , .. .~
Es r^i'lON NO. ;DA.?E IOISPATCH NO.
~s~m~L ~u~e~ CALIBRATION
START J / I . ~ METE~ SEALED
~i'U~!lO E ~ T~T~./ / "G~LO~SnEmnNEOTOSTonAoE . r _
CALIBRATION
TOTAL. IZ~ FtNISH ·
READINGS
i ~ALLU~$ fO IALI/[I% SEALED M~rER
~,¢o~t, ~Z~ r,,~* .................. . .~HECKED AOJU5 rtu TO
TOT.&LIZER F~NISH ~ s:ow
ST,XRT ~, GAtl[)~5
1 L)fAL~ZER ~ ~
j CALIBRATION
~ CHECKED · ADJUSTED TO
q~AO~NGS :~y
ST~T j
, .. ~ O ,, O .o O ,,, O .o
,CALIBR
'~ ~ uo.~Y J GALLU.S ~as r ~Ow
' - .uumg ~ ~ F~T/~ (;&LLONSREIURNED rOSTORAC[
~ '
Facility:
Note:
1.
CALl }31;~AT I ON C I-IECK
All meters must have calibration checks a minimum of twice a year, which may
include checks.done by the Department of Weights and Measures.
2. Before starting calibration runs, wet the calibration can with product and
return product to storage.
3. Run 5 gallons with nozzle wide open into the can. Note gallons and cubic
inches drawn, and return product to storage.
4. Run 5 gallons with the nozzle one-half open into the can. Note gallons and
cubic inches drawn, and return product to storage.
5. After all product for one calibration check is returned to storage, remember
to record the volume returned to storage in column 9 of the Inventory
Recording Sheet.
6. If the volume measured in a 5-gallon calibration can is more than 6 cubic
inches above or below the 5-gallon mark, the meter requires calibration by a
registered device repairman.
Date/Time Hose or Tank #/ Fast Flow Slow Flow Volume Returned Calibration Device Repairman Date of
Pump # Product 5-Gallon Draft 5-Gallon Draft to Storage Required? Used for Calibration
Gals Cu. Inches Gals'cu. Inches Gallons Yes No Calibration
Owner or Operator
Calibrator's SIEnature ~ ~ ~-~C _ ~_~ Registration ~ ~_~(D--C~ O
SUBMIT A COPY OF THIS FORM WITH ANNUAL [{ ZRT.
'""' ~ :,. · BAKERSFIELD, CA 93307 .... ";~--";.' .- '.,' ..' .. '. .
~ ~ '...,' · · (805)834-1100-": :,":"":.' .'."'-;,;.~i;," ii SERVICE. INVOICE
: ,,' : 1'4'50.W. McCOY;SUiTE',A'..",."..i '~?:,_', ,,, :?. ; ..
EI1UIPMENT'.INSTA LLATION-MAINTENAN CE
I
~A,L Kern County Union Hich School
,NVO,CE ~000 - 24th Street ~f~
TO Bakersfield, California 9)301
L ~
CASH
A ('J ..
· T
' I
I o
N
-~ I "' ~ FOR
~ ,/ . ' , ,, -, - ~' OFFICE
WORK PERFORMED: ~ ~ ~ USE
SERVICE
HOURS
MILEAGE
Sub Contract
Rentals
MAKE ~/~. MODEL NO. ~ SERIAL NO.~)~ ~ ~
Date~mpleted ~) ? {Vm~ Technician(s);
Re~ived & AcceptabilitY;-_ _~/~ ~. .... ~ TOTAL
PLEASE PAY FROM THIS INVOICE. TERMS: Net due upon Receipt
Finance Charge of 2% per Month
after 30 days.
PLEASE
REMIT TO
RLW EQUIPMENT
· P.O. BOX 640
BAKERSFIELD, CA 93302
MEMBER·
~M Eq.kJIPMENT IN~: '
AUTOMOTIVE. INDUSTRIAl.
PETROLEUM
EQUIPMENT
.INSTALLATION . MAINTI=NANC£
F-KERN HIGH SCHOOL
'2000 24TH STREET
· BAKIERSF' I ELD
'' 12080 SOUTH UNION
BAKERSFIELD, CA. 93307 ~' PHONE 834-11OO
CALIF. CONTRACTORS LIC. # 294074
PAGE: 1
;lIST 1720 --]
CA
9,3301-
BRANCH OFFICE
'14S0 W. MCCOY SUITE Al
SANTA MARIA, CA. 93455
(805) 928-1135
MAILING ADDRESS
P.O. BOX 640
BAKERSFIELD. CA. 93302
11/24/89
S 7284
H I GHLAND
S C H 00L
BEN SECORA
W(:)I:;~I'~ Pli:'F;:F'ORMED-CHF=CI'~LED AND CAI...IBRATI.'.']D F=UL=_L F'UHF' A°
NC.) AD,JUSTMENT NECESSARY. 'NO APPARENT LEAKAGE. UNIT
F:' R 0 F:' I!:.R I.. Y
MATE:RIAL:
NONli:
REQtJESTE:D.
FUNCT 3: ON 3: NG
APPROVED FOR PAvI'.'!EHT
I..ABOR: 1.50
~'1 .I.I.. I: P,~ I:.: 14
TOTAL.:
PLEASE PAY FROM THIS INVOICE TERMS: NET 30 DAYS
ORIGINAL
MEMBER
AUTOMOTIVE . INDUSTRIAL
PETROLEUM
EQUIPMENT
INSTALLATION . MAINTENANCE
2080 SOUTH UNION
BAKERSFIELD, CA. 93307 * PHONE 834-11OO
CALIF, CONTRACTORS LIC, # ~'94074
J-' HIGH SCHOOl_ I'IIST
. AT]"N::BEN SEYKC)RA
'2000'.124TH STREET '
~ BAIqFRS FIELD
1
1720
CA ' ,330].
,.JOi:::.K F'i!-':F;:I"'ORb';b.:D-CHECI,~ED AND CAI_]:BRA'FED UNLEA):'F'I'~ FUEL F'UNF' A,S RI:Z--
A I) J U S T i"l E N T '"
::.i U E:S T E: D ,, N 0
H A'T' E R ]: A I..:
N 0 N E
NL-ZCESSAF<Y--UN ZT I=UNCTIONING
F:'I:~OPER Ly.
· APPROVED FOR PAYMENT
I...ABOI?: ]..50
H :1: L I!:: A G E:: 14
TOTAL:
PLEASE PAY FROM THIS INVOICE
TERMS: NET 30 DAYS
A FINANCE CHARC.,IE OF I.$% P[II MONTH WHICH I$ I1't, PER ANNUM CHARGED AFTER 30 DAYS. IN TNI[ I~VfNT OF ANY LAWSUIT OUT OF ?HI$ TRANSA(TION THE PIEVAII. ING PAITY
ORIGINAL
BRANCH OFFICE
1450 W. MCCOY SUITE A
SANTA MARIA, CA. 93455
(805~ 928'I135
MAILING ADDRESS
P.O. BOX 640
BAKERSFIELD. CA. 93302
05/17/89
s 5 415
H ]: G H L A N D I-.I I ~
BE:N ql .....
,:. :.C OI'(A
~c~..ABB CONSTRUCTION ~ ~PANY
7808 OLCOTT AVENUE
BAKERSFIELD, CALIFORNIA 93308
LICENSE # 4 -
SOLD TO: ~
K H S D
3701E Belle Terrace
Bakersfield, Ca. 93307
ATTN:
ITEM
Mr. Ben Seykora
SHIP TO1
INVOICE
QUANTITY
UNIT
and mat~
High Sc!
excavatJ
backfill
COMMENTS,
Hiehland Himh School ~PPROVED FOR PAYMENT
w.o. m/,J
DESCRIPTION / S
McNabb Construction furnis~e(
rials to remove the existing/ft
ool. McNabb Construction inllt
on, soil sampling, tank rinsln~
ing to grade, and resurfacin[
Job Complete
Net due 10 Days from Date of Invoice
9161
3/30/90
1
UNITPRICE
tools, lab(
el tank at
Ced permits
tank disp
s needed.
AMOUNT
,r,
[ighland
all
sal,
TOTALI~ I $3,850.00
F-
COUNTY OF KERN
ENV, L~ONMENTAL HEALTH SERVICES
2700 "M' STREET, SUITE 300
BAKERSFIELD, CALIFORNIA 93301
(805) 861-3636
PERMIT/INVOICE
KERN HIGH SCHOOL DISTRICT
HIGHLAND HIGH SCHOOL
2000 24TH STREET
BAKERSFIELD, CA 9330!
DETACH HERE ._~
BILLING DATE
'04/04/90
AMOUNT DUE
lO0.O0
AMOUNT ENCLOSED
#090009C-90
CHARGES PAST
PLEASE RETURN THIS PORTION TO INSURE CORRECT PAYMENT IDENTIFICATION
PLEASE MAKE CHECK PAYABLE TO THE COUNTY OF KERN
DUE ARE
SUBJECT TO PENALTY
DUE DATE.
05/04/90
DETACH
SEND PAYMENT WITHIN 30
S~aWCE/POSTINO --'7 ........ ' ...... ''-,,*~, ,-''~ U~ZO LU aVUlU OU~ F~NALTY
,L o~ ~ DESCRIPTION
AMOU~
04/04/9~) PER~IT/INVOICE ~ 090009C-90
ANNUAL FEE FOR PER~IT TO OPERATE UNDERGROUND STORAGE FACILITY
~ITH 1 TANK(S) LOCATED AT:
2900 ROYAL SCOTTS ROAD
BAKERSFIELD, CA 100.
NV RONMENTAL HEALTH SERVICES KERN COUNTY ORDINANCE C~E 8.04.190 PE~LTIES.
',7~0 "M" STREET, SUITE 300 ~(-~'~'~n~'~"~'~K~"~X~K~X TOTAL AMOUNT DUE~ 1 0 o o~
A ERSFIELD, ~ 93301 ~ ~ ,, ~ ,. ,~ .......... ~ ~,o~,~d ~ ..... ~r~'~tr
/
6/29/90 FY 90 ~ HIGH SCHOOL DISTRI~
FMS Po~ted Invoice Look-U9
Vendor: 50045 Invoice= 9161
MCNABB .CONSTRUCTION COMPANY
7808 OLCOTT AVE.
BAI~RSFIELD CA 93308
Invoice Date=
Voucher Number:
Invoice Description:
Account Number:
Invoice Total:
Paid Invoice Information:
Check Number:
Bank:
Check Date:
Amount Paid:
Paid To:
10:29:39 WTR02S1
Ref: ACP.460 .11
Purchase Order: 102540 RPO
Entered by: BAUMAN
Batch ID: 4B3
Posted: 4/20/90
1099 Inv: Y
3/30/90 Invoice Due Date:
807 Other Reference:
MCNABB CONSTRUCTION CC~tPANY
12.04.5629.67.0000.03
3,850.00
APC~K 937738
FIB 112898210
4/20/90
3,850.00
MCNABB CONSTRUCTION COMPANY
01-01 SA MW KS IM II S1 S1018292 KB
6/29/90 FY 90 KERN HIGH SCHOOL DISTRIC
FMS Invoice Lines
Vendor: 50045 MCHABB CONSTRUCTION COMPANY
Invoice: 9161 P/O #: 102540 RPO
CMD Quantity U/M Description
BEGIN
003.0 1.0000 EA HIGHLAND - FUEL ~NKREMOVAL
10:30:37 WTR02S1
Ref: ACP.460L.01
Amount
3850.00
COMMANDS: L F T E
06-02 SA
POSITION: +n,n.n,-n,Roll-up,Roll-down
KS IM II S1 S1018292 KB
GARY J. WICKS
Agency Director
(805) 861-3502
STEVE McCALLEY
Director
RESOURCE NT
DEPARI~~~MENTAL
2700 M Street, Suite 300
Bakersfield, CA 93301
Telephone (~06) 861-3636
Telecopler (805) 861-3429
AGENCY
June 5, 1990
Enclosed please find a statement aso of 6/5/90 for your
Underground Storage Facilities annual permit fees and
State surcharges.
According to our records these fees are still owing, and
a 50% penalty on the annual permit fees only will be charged
unless paid by 6/19/90. Please contact our accounting office
if payment has already been made. Our address and telephone
number is:
Resource Management Agency
Department of Environmental
Health Services
2700 "M" Street, Suite 300
Bakersfield, California 93301
805-861-3636 Ext. 329
GARY J. WICKS
Agency Director
(805) 861-3502
STEVE McCALLEY
Director
RESOU
RCE
DEPARTI
NT
IMENTAL
2700 M Stre44, Suite 30O
BakelTfleld, CA 93301
Telephone (805) 861-3636
TelecOlde~ (80S) 861-3429
AGENCY
KERN HIGH SCHOOL DISTRICT
HIGHLAND HIGH SCHOOL
2000 24TH STREET
BAKERSFIELD, CA 93301-
DATE
1,/31/90
4/04/90
Agreement No. 090009-89
Preliminary Statement as of 06/05/90
DESCRIPTION
Previous Balance
ANNUAL PERMIT FEE
CHARGES
100.00
PAYMENTS
BALANCE
0.00
100.00
Account
Summary
Previous balance
Payments received
Current month charges
Current Balance
0.00
0.00
lO0.00
100.00
Please Pay Current Balance By 06/19/90
Page 1
r%~s facility durinZ the
1. I have not done any major modifications to th1
last 12 months. ~
signature Construct from
Note: Ail major modifications require
the Permitting AuthoritY.
2. I have done major modifications for which I obtained Permit(s) to
Construct from Permitting Authority signature
Permit to Construct # Date
3. Repair and Maintenance Summary
Attach a summary of-all:
--~outine and required maintenance done to this facility's tank,
piping, and monitoring equipment.
-- Repair of submerged pumps or suction pumps.
-- Replacement of flow-restricting leak detectors with same.
__ Repair/replacement of dispensers, meters, or nozzles.
-- Repair of electronic leak detection components, or replacement
with same.
_- installation of ball float valves.
-- Installation or repair of vapor recovery/vent lines.
Include the date of each repair or maintenance activitY.
NOTE: Ail repairs or replacements in response to a leak require a
Permit to Construct from the Permitting Authority as do all
other modifications to tanks, piping or monitoring equipment
not listed here.
4. Fuel Changes - Allo~ed for ~otor Vehicle Fuel tanks Only.
List all fuel storage changes in tanks, noting:
Date(s), tank number(s), ne~ fuel(s) stored.
Inventory control monitoring is required for this facility on the
Permit to Operate, and I have not exceeded any reportable limits as
~ control monitoring handbook
listed in the appropriate inventory
during the last twelve months (if not applicable, disregard).
Signature ~-'~'~
Trend Analysis Sunuaary '
Please attach Annual Trend Analysis Summary for the last 12 periods.
Meter CalibratiOn Check Form
Please attach current, completed Meter Calibration Check Form
A~INUAL
REND ~NAZ. YSIS
TANK
TIME PERIOD: ~ '~ ~ to Y'"'"Y ?
QUARTER 1
PERIOD l:
PERIOD 2:
PERIOD 3:
TIME PERIOD:
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total'Minuses This Period (Line 3)
Action Number for this Period (Line 4)
QUARTER 2
PERIOD 4:
PERIOD 5:
PERIOD 6:
TIME PERIOD:
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
QUARTER 3
PERIOD 7:
PERIOD 8:
PERIOD 9:
TIME PERIOD: ~ - -~ to
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
QUARTER 4 TIME PERIOD: ,i? to
PERIOD 10: Total Minuse~ This Period (Line 3)
Action Number for this Period (Line 4)
PERIOD ]1: Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
PERIOD 12: Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
I hereby certify this is a true and accurate report.
Signature
Date
· *
D METER CHANGE D W/M NOTIFIED
Record of
Computer C~[~.-.ge, Meter Change, or Calibration
~ump ~ TOTAL
TOTAl IZEH FINISH MON~V
, I~ODUC T
I~qODuCT
START
iPump #
DATE
IDISPATCH NO.
CALIBRATION
CHECKED ADJUSTED TO
--/ /
METER SEALED
D YES [] NO
I
CALIBRATION
CHECKED
!TU;A[ IZER SEALI'[!
ADJUSTED 10
f A~T
MI' TLR SEALED
~uu.....~ ^~,~ ,,OO~L l~R,? .u~B~. CALIBRA'[ ION
. ] J' , CHECKED ~ AOJL'bTED 1'O
........ [ - T~o.~ ......... ~, :,,.~ ,..~, .... T~TSw ~i~ .... ~'~,~
TOT~LIZER t / J / ~ ~
~.,.,r ~,~.t ~, ~,~ ~s~ r.~ ~u~,. CALIBRA1 ION ~
FINISH
1 (.~1 ALIZER
READINGS
START
Pump .~
TOTAL
CALIBRATION
· ADJUSTED TO
FAST ISLOW
METER SEALED
[] YE, [] NO
TOTALIZER
READINGS
I~flODUG T
FINISH
START
FINISH ·
TOTALIZER
INEY
READINGS ~ONCV
START
Pump #
REIURNED TO STORAGE
CALIBRATION
CHECKED
ADJUSTED TO
FA~T 1 SI
IMETER S E&LF.O '
MF_."I'ER CALI BRATION CItECI~
Note:
t. All meters must have calibration checks a ~inimu~ o_~_~ twice a year, which may
include checks done by the Department of Weights and Measures.
2. Before starting calibration runs, wet the. calibration can with product and
return product to storage.
3. Run 5 gallons with nozzle wide open into the can. Note gallons and cubic
.inches drawn, and return product to storage.
4. Run 5 gallons with the nozzle one-half open into th~ can. , Note gallons and
cubic inches drawn, and return product to storage.
5. After all product for one calibration check is returned to storage, remember
to record the volume returned to storage in column 9 of the Inventory
Recording Sheet.
6. If the volume measured in a 5-gallon calibration can is more than 6~ cubic
inches above or below the 5-gallon mark, the meter requires calibration by a
registered device repairman.
Date/Time
Pump #[Product~
Fast Plow
5-Gallon Draft
Slow Flow
5-~allon Draft
{als Cu. Inches
vorume Returned
to Storage
Gallons
Calibration{ Device Repairman
Require_d?_~ ~Used for
Yes '~o~ \ C~lib~ation
Date of
Calibration
Owner or Operator Signature_ . \ ~T~ ' %.
Calibrator's Signature ~~, -
SUBMIT A COPY OF THIS FORM WITH ANNUAL REPORT.
Registration ·
FILE CONTENTS SUMMARY
PERMIT #:. 09~O~ ENV. SENSITIVITY:
Activity
Date # Of Tanks
Comments
UNDERGROUND STORAGE TANK UNAUTHORIZED RELEASE (LEAK) / CONTAMINATION SITE REPORT
)OOC~ lif:~
NAME OF INDIVIDtJAL FILING REPORT PHONE I SIG~tATI~a~ ' % / : I ;' '
REPRESENTING [] OWNER/OPERATOR [~ REGIONAL BOARD COMPANY OR AGENCY NAME ~ /
~L~ALAGE.CY [] OTHE. l<~eu co.
ADORESS
H;;T-6H 5C~0/_ /)ZST~--d. TC~ UN~.OWN
CONTACT PERSON
PHONE
(8os) 831:-32o-o
ADDRESS
2000 ~ 4 ~ ~ ~6~F"~¢'~ c~ c.v~. ~-,,'r, '~ ~g'oI ~.
FACILITY NAMe (IF APPLICABLE) OPERATOR PHONE
/¢J::6ff ScHooL l~J h%6~f ~c~c. ~-sT, (o~S) ~l-gtoo
ADDRESS
CROSS STREET
LOCAL AGENCY AGENCY NAME CONTACT PERSON PHONE
KERu cO. ~d~d~'. H-~,H.--t-H O~r~ S~mo..K~ (~s)
REGIONAL BOARD
F.(¢:~o
(1) NAME
PHONE
(~.~'~)/~ 5'- ~//6
QUANTITY LOST (GALLONS)
,[~ UNKNOWN
J~
(2)
] UNKNOWN
DATE DISCOVERED ¥ HOW DISCOVERED [] INVENTORY CONTROL [] SUBSURFACE MONITORING [] NUISANCE CONDITIONS
0 "1 ~'"1 I DI [ ~f ¢.~ YI 0 [] TANK TEST ~ TANK REMOVAL [] OTHER
DATE DISCHARGE BEGAN
.I .l ol ol ~1 ~1 ~UN~OWN
HAS DISCHARGE BEEN STOPPED ?
'~ YES [] .o ,FYES. DATE 6.1 ~.1 /01! ol ~¥10~
SOURCE OF DISCHARGE
[] TANK LEAK [] UNKNOWN
[] PIPINGLEAK [] OTHER
METHOD USED TO STOP DISCHARGE (CHECK ALL THAT APPLY)
[] REMOVE CONTENTS [] REPLACE TANK ~ CLOSETANK
[] REPAIRTANK [] REPAIR PIPING [] CHANGE PROCEDURE
[] OTHER
CAUSE(S)
[] OVERFILL [] RUPTURFJFAILURE [] SPILL
[] CORROSION [~ UNKNOWN [] OTHER
;CHECK ONE ONLY
] GROUNDWATER [] DRINKING WATER - (CHECK ONLY IF WATER WELLS HAVE ACTUALLY SEEN AFFECTED)
CHECK ONE ONLY
[] NO ACTION TAKEN
~ LEAK SEING CONFIRMED
] REMEDIATION PLAN
CHECK APPROPRIATE ACTION(S)
[] ' CAP SITE (CD)
[] CONTAINMENTSARRIER (CB)
VACUUM EXTRACT (VE)
] PRELIMINARY SITE ASSESSMENT WORKPLAN SUBMITTED
] PRELIMINARY SITE ASSESSMENT UNDERWAY
] CASE CLOSED (CLEANUP COMPLETED OR UNNECESSARY)
[] POLLUTION CHARACTERIZATION
] POST CLEANUP MONITORING IN PROGRESS
] CLEANUP UNDERWAY
0
[] EXCAVATE & DISPOSE (ED)
[] EXCAVATE & TREAT(ET)
[] NO ACTION REQUIRED (NA) [] TREATMENTATHOOKUP(HU) [] VENTSOIL(VS)
~ oTHE.<o~ Z~E Co ~)
tu.~.L ~ flOuJ.-SP_~) 0 F A'L..L ~5:T.. TE
[] REMOVE FREE PRODUCT (FP) [] ENHANCED SIO DEGRADATION (IT)
[] PUMP & TREAT GROUNDWATER (GT) [] REPLACE SUPPLY (RS)
NSC 05 ('ll/8~
Report.ns ^/,c ney
Location of D,~chsrge or Threatened Discharge
DBA
IReporhng Person lPho~
Date and Time of Knowledge of Df,charge or ~reaiened Dischlrle
Sec. T R (Rural Iocationi only)
Property O~, ncr
Name and Address of Party Respon,ible for Discharge. i[ Known:
Arc~. Type
01 Induslrial 04 .R ural/Agri.
02 Commercial 05 Wild Lands
0.t Residen(ial
99~_Othcr; ~pccify ~ C-/'~'0 (~ / _
01 S~a~e Hwy.
02 County Rd.
03,XClt y ged.
04 Private Rd.
0S~aPublic Structure 09 OIhcr Water Well 13____WoodedArea
06 Private Structure 10 .Airport,'Railyard 14 Desert
07 Ca nal,'Wate r~'ay 11 Emply Lot ]S Bru~hland
08 .Dome*(ic Water Well 12 Lake/Pond 16 ~Oil Field
Source of Release
01 .Oil Refinery
02 ,Chem. Manufaclurcr
03__M~sc. Fixed Facility
04 .Motor Vehicle
OS .Train
_Aircraft
07___Pipeline
08,~Underground Tank
:O~her:
("ircumstanccl Of Release
01 While Being ~anufaclured 11 .During Container or
02 While in Storage Conduit Repair
0.1 During Normal End Use 12 .illegal Disposal
04 While Being Loaded 96 .Threatened Release
05 .While in Transit Onl~ No Discharge
06 .While Vehicle Parked 97 Release or Incidefll
07 .During Vehicle Accident Miligated It Time
~ During Fire/Esploslon o~ Rcpo~
~ . .During Air Cra*b 98~Unknowe
~O While Abandoned ~ .Olbe~
Cauie of Release
0! . .Equipment Failure
VandallxI
Act of Nature
04 ,.Accidcnl
05 _Illegal Diapolal
99 Othec:
Li*l Ihe One, Two~ or Three Most SiRni~can! Subslancez Discharf, cd or Threatened Io be Discharged:
Chem. Name/Major Component: ~"~::~ O ~ Concentralion Amount Ii Risk Amount Released
Common Name: Chemical
(]) Hazard: _Toxic ...Flammable __Pure __Solid (Il
_Reactive Corrosive __Miz __Liq. (2) (2) (2)
Radioactive __Waste __Oil
Dot ID Number:
Chem. Name/Major Component: Important Addhlonal Commenl~/Detnits: (Uae Reverie if Needed)
Common Name:
(2) Hazard: _Toxic Flamm,bl, __Pure __Solid/~~
.Reactive Corrosive __Mil
..Radioactive __Wa*le __OII
Oa~ iD Number:
Chem. Name/Major Component:
Common Name:
(.1) Hazard: .,Tozic
.... Reactive
Radioactive
Dot ID Nu~ber:
Health and Environmental Contamination:
Indi~xle Aclual ('A') Or Potential ('P')
For Applicable Items
Chem!
01__Air ~
02__Can II..q~a t erway
03~LakelPond
04.~Soil ~
O5__.Cropl
0~__Livestock
0'/~Wildlife
On__Wooded Area
09__Desert
lO__Brushland
1! Foodstuffs
12"~'Groundweter ~t~
13~Dwelling
14~Humana
99_=._Other:
Flammable __Pure __Solid
Corrosive __Mia ~Liq.
__Willie __GII
Chem 2 Chem 3
Internal Use Only:
Idcnti~catlon ·
Investigation Referral Made To:
Health Risk Assessment Ranking:
Information Phoned In? Y N If yea. date:
Taken by:
Date Report Received by Environmental Health Depl.
Computer Input (Check) Clerk'a Initial~
Date of Notification of Health O~eer
Date of Notification of Media
UNDERGROUND TANK DISPOSITION TRACKING RECORD
This form Is to be returned to the Kern County ~{ealth Department
da__q3~ of acceptance of tank(s) by disposal or recycling facility. Th--~
holder of the permit with number noted above ]3 responsible for insuring
that th~s form Js .completed and returned.
· .....
Sectto 1 - To be lille u ~ tank removal contractor:
Da~e Tank, Re.oved _
Tank , ~' -~ ~ '
Authorized representative of contractor certtfle~ by signing belo~ that
tank(s) have been decont~lnated in accordance ~lth Kern County ~ealth
Department requirements.
S~[na~e
Sect]on 8 -T~ b~ ~1l]ed out and eI~ ~ an autho~lz ~ep~eeentatl~e ~ the
t~eat~ent, sto~age,
(Authorized Representative)
~ = = MAIL~N~ ~NSTR~CT'~ONS: Fold lm hal~ and staple.
EIP~IROIVYEtVT~L
CH~.JlCAL AIVALY~I~
I~L~¥
LABORATORIES, INC.
OCt O
J. J. EGUN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Bryan McNabb
Date of
Report:
26-Apr-90
Lab No.:
Sample Desc:
3350-7
Kern High School District
Highland High School Under. Tank 2'
Date Sample
Collected:
12-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline)
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum'
Reporting Analysis Reporting
Units Results Level
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.8
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. ~102
By
-Analyst
ENYIRONMENTAt
CHEMICAL ANALYSIS
PETROLEUM
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA
Attention:
Lab No.:
Sample DesC:
Date Sample
Collected:
12-Apr-90
Constituent
Benzene
Toluene
Ethyl Benzene
p-Xylene
m-Xylene
o-Xylene
Total Petroleum
Hydrocarbons
(Gasoline>
LABORATORIES, INC.
J. J. EGUN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
Date of
Report: 26-Apr-90
93308
Bryan McNabb
3350-8
Kern High School District
Highland High School Under Tank 6'
Reporting
Units
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
Analysis Reporting
Results Level
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g none detected 0.02
ug/g
none detected
0.8
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
california D.O.H.S. Cert. ~102
By
Analyst
F. EVIRONYENTAL
CHE¥1CAL ANALYSIS
PETROLEUM
LABO RATO RIFS, INC.
· J.J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Bryan McNabb
Date of
Report:
26-Apr-90
Lab No.:
Sample Desc:
3350-9
Kern High School District
Highland High School Dispenser 2'
Date Sample
Collected:
12-Apr-90
Constituent
Reporting
Units
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
Analysis Reporting
Results Level
Benzene ug/g 3.2 0.4
Toluene ug/g 36 0.4
Ethyl Benzene ug/g 11 0.4
p-Xylene ug/g 18 0.4
m-Xylene ug/g 41 0.4
o-Xylene ug/g 23 0.4
ug/g 670 10
Total Petroleum
Hydrocarbons
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. ~102
~.~w~.-~ih - ~ , Analyst
ENWRONI, IENTA~
CHE¥1C4L ANALYSIS
PETROLEU¥
LABORATORIES, INC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911
Purgeable Aromatics
(SOIL)
McNabb Construction
7808 Alcott Ave.
Bakersfield, CA 93308
Attention: Bryan McNabb
Date of
Report: 26-Apr-90
Lab No.:
Sample Desc:
3350-10
Kern High School District
Highland High School Dispenser
Date Sample
Collected:
12-Apr-90
Constituent
Reporting
Units
Date Sample
Received @ Lab:
12-Apr-90
Date Analysis
Completed:
24-Apr-90
Minimum
Analysis Reporting
Results Level
Benzene ug/g 4.6 2
Toluene ug/g 150 2
Ethyl Benzene ug/g 140 2
p-Xylene ug/g 290 2
m-Xylene ug/g 720 2
o-Xylene ug/g 450 2
ug/g 17,000 50
Total Petroleum
Hydrocarbons
(Gasoline)
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method.
Individual constituents by Modified EPA method 5020/8020.
As Received Basis
Comments:
California D.O.H.S. Cert. ~102
By
Analyst
........................................ o ..... ,o~ .,oL, u~,.,.,~.o '..,- ,,.,a~..n. ,u,, r .~ ~ Toxic',~bstancea Control Division
)rm Approved OMB No. 2050---~r..1~ I,,-xplre. ~',.~,-=. . 8~Q Prom OT VS~ ~ I Sacra~nto, Calff~la
k
~ ~ I ~a~A ID No. ~ Man.eat I ~ 2. Page 1. I ~f~t~ b ~ ~ad~ areas
5. Transpolar 1 Company Name ~ , 6. US EPA ID Number
7. Transpolar 2 ~ompany Name 8: US EPA ID Number E. ~tate T~ ~
9.
12. Container8 13. Total 14. I.
I Quantity Unit Waste No.
11. US DOT Description (Including Proper Shipping Name, Hazard Class, and ID Number) NO. Type ~t/Vol ·.
8.
-
E b.
R EPA/~
T I I I I I I I
0 '" State .~
R ~.
~A/~
I I I I I I I
~AI~
I I I I I
J. Additional Descriptions for Materials Listed Above ~ K: Ha~l~ ~ea f~ Wastes Liat~ A~ve
a. b.
15. Special Handling Instructions and Additional information ~ ~ ..... '"'
GENERATOR'S CERTIFICATION: I hereby declare that the contents of this consignment Gre ful~ and accurately described above by proper shipping name
and are classified, packed, marked, and labeled, and are in all respects in proper conditio~ for transpo~ by highway according to applicable international and
national government regulations.
If I am a [~rge quantity generator, I cedi~ that I have e program in place to reduce the volume and toxici~ of waste generated to the degree I have datelined
to be economically practicable ~nd that I nave selected the practicable method of treatment, storage, or disposal cu~ently available to me which minimizes the
present and future threat to human health and the environment; OR, if I am a small quantity generator. I have made a go~ faith effod to minimize my waste
' ~enerafion and ~elect the best waste management method that is available Io me and that I can afford.
~ Pri.ted~ped Ns~e , ~ Signat · Month Day
~ 18. Transporter 2 Acknowledgement
Receipt
of
Materials
~ Printed/Typed Name [ Signature M~th Day Year
19. Discrepancy Indication Space
F
C
I
Li ~20. FaCility Owner or Operator Ce~ification of receipt of hazardous materials covered by thi~ manifest excep~ as n~e~
S~gnature
Y
~ 8022', (1/88) Do Not Write Below This Line
EPA 8700--22
(Rev. 9-88) Previous editions are obsolete.
White: TSDF SENDS THIS COPY TO DOHS WITHIN 30 DAYS
To: P.O. Box 3000, Sacramento, CA 95812
UNDERGROUND; ·HAZARDOUS:.
UBSTANCES .STORAGE. FACILITY
FACILITY NAME/ADDRESS:
Highland High School
2900 Royal Scots Way
Bakersfield, CA 93306
PERMIT FOR .CLOSURE OF
_.1 TANK(S) AT ABOVE
LOCATION
OWNER(S) NAME/ADDRESS:
Kern High School District
2000 24th Street
Bakersfield, CA 93301
Phone: (805) 631-3100
PERMIT' EXPIRES
APPROVAL DATE.
APPROVED' BY
'-April :5~ i990!·
L~'urel FUnk,.'.,
HazardoUS~ Materials,,Specialist
................... , ................................................................. POST ON PREMISES...' .................. ~.,..."Ld~.:.,.::L.,~;.iL..~L,:,,...'...; .......
CONDITIONS AS FOLLOWS: .....
1. It is the responsibility of the Permittee to obtain permits which may be required by other regulatory agencies.prior to begiani6~:'~-k. (i.e;: City
Fire and Building Departments) . .
2. Permittce must notify the Hazardous Materials Management Program at (805) 861-3636 two working .days pri~-,,t0 tani~removal:or:hbandonment
in place to arrange for required inspections(s). '..' , ,' . ' ,. .;, ' "
3. Tank closure activities must be per Kern County Environmental Health and Fire Department approved meth°ds ~s deseribed, in tiandbeok UT-
4. It is thc contractor's responsibility to know and adhere to all applicable laws regarding the handling, transportallon or treatment ot hazardous
materials. .
5. The tank removal contractor must have a qualified company employee onsite supervising the tank removal. Thei:mpi°Y~must have tank removal
experience prior to working unsupervised.
6. It any contractors other than those listed on permit and permit application are to be utilized, prior apProval.'must Ire'granted by:the specialist
listed on the permit. Deviation from the submitted application is not allowed. ' ~-:~', ? ' i', ~ i" , ii' ': ? -
7. Soil Sampling: , _ "," .>~, . , '." ;.' ,..;:',
a. ,. Tank size less than or equal to 1,000 gallons - a minimum of two samples must be retrieved from. beneatl~'the-ceatei':of' the:tank at depths
of approximately two feet and six feet. ' ' ' .
b. Tank size greater than 1,000 to 10,000 gallons - a minimum of four samples must be retrieved oae-thir~l,. ,o[ th,eWi~y.in ,from. the. ends of
each tank at depths of approximately two feet and six feet. ' .... ' .... ..........
c. ""Tank size greater than 10,000 gallons - a minimum of six samples must be retrieved on;-fourth. 0~:t ,l~e!~a~.'i~ .from t..h~,egdS.~{ each. tank
and beneath the center of each tank at depths of approximately two feet and six feet. -" - ,'
8. Soil Sampling (piping area): · · .f'.'.
A minimum of two samples must b~ retrieved at depths of approximately two feet and six'feet for ~.ve~.:l$,ii~.feet
dispenser area.
· ., , . ,,. . ,. ~ ~/~ .. ...- -,.~
.' "'". ". ' .
· ".' ~":",: i~" -'
· ,, ., ,
c.~ . ' ' AIl °c~J,sample~retrieved from bene~th~.W~te OJlt Saks:and appurt cna noes must i~ ~najyzed ~ t~
d;, · -., ': 'Ail soft samples.retrievedfrom ,beneath.etude off tanks and appurtenances' must Ix~ analy.~ ~ oi~ aim
e. AH, soil'snmpleq, t~tri~.ved from b~neath tank~ and appurtenances that ~ontnin unknown sulMtancm,
' substances that may hav~ been stored within the tank.
f. Ail soil samples retrieved from. beneath tanks' and appurtenances that contained ~utf. uryl nlcoholr~sfn mu~,~.',~~i~. Pl~enols~.
formaldehyde and,furfuryl alcohol .... ~ . -
The following timetable lis, ispre-an.d post-tank'removal requirements: ' ." i.~ ~ -~_,
Complete permit application ". A! least two W _eels. prior tO cl°sure ' .;./ · "
submitted to Hazardous Materials Management Program - ~, _. . . : .. ~ '. ~
Notification Io inspector listed on permit of date Two working d~yS . . ...-. ..,
and time of cio~ure and soil sampling · .' · ~ :
Transportation and tracking forms sent to Hazardous No later than 5.,wor'ki~g~lays tot ttut~pot,
t~tjon an~' 14 working
Materials Management Program. All hazardous waste days for the tracking form,afr.'er t~anl~,'~al, -. ..... .
manifests must be signed by thc receiver of the .
hazardous waste -.:..... · .
Sample analysis to Hazardous Materials Management No later than working days allele, completJon.~ analysis '. .... : ·
a. Liquid shall be pumped from tank prior to purging such that less than 8 gallons of li~'" '" : "' ' '~: ..... ' ' ' ' """
d rem~n
Tank shall be purged through vent ipe discharging at least l0 feet above ground level.' i,~:t at.: St~0) ......
c. No emission shall result in odors detectable at or beyond property line. (Rule 419). - . ':' - ' ': · -" :'- -
d. No emission shall endanger the health, safety, comfort of repose of any person.. (CSH&SC 41700)~ ' "'- ' '"' ~'~ ~'' '
e. Vent lines shall remain attached to tank until the inspector arrives to authorize removal ~ ' . ': / "
li~ department is responsible for enforcin the Kern Count Or · · ·
· Iresen . . g y dmanceCode, D~v~smn8 and state ulations' tMnia ' · ' - .-" '" -
?~ ~ talives from th~s department respond to 'ob sites durint tank movnl~ t ............. ~ - P? ' · g tO underglmuad strange tanks. '.
..... J . ~ re ........... =,utc that the tanKs-are ~¢ to.remov~ ' ' '.'
o pertor.ma..nce ~ con.Mstent with permit requirements, apphcable laws and safer sta . . _ . .. .....,~ ~_[c!.c~. a~..d that t. he=overall
~d expectations tot tilts department y ndards.
Job site safety is one of our primary concerns· Excavations are inherently dangerous. It is the contractor'a resp0n~ibllityi.to kll0~ a~da~le:by '.
CAL,-OSHA regulations. The job foreman is responsible for the crew and any ,su.bcontractors on the. job~' :As a, general lqll¢ Wofket~"nr~. not-'
permitted in improperly sloped excavations or when unsafe conditions exist in the no~e. Tools and equipment n. reto be usedonlyfor thelrdesigned-
function. For example, backhoe buckets are never substituted for ladders.
abiding by the conditions of the permit· Deviation from p m~t conmtmns may result in a. stop-work~-der.' :~ ' ' - . -_:,. :.- .- -
Indi~,idual contractors will be held responsible for their post-removal paperwork. Tr~cking',forms, 'hnZardou~-Wnstemmlifesta
documentation ~s necessary for each she m order to close a case file or move fl into mitigatio9, Whell contraeto~ dO 1~ -' - "-~
necessary a erwork an unma ltOt~ ~ through on
· P P ~'-.. ,. _nageabl¢ backlog of incomplete cases results. If this contm,u..es~.:-p~ng tlm~.f.OrCOalp~tfng ne~edosltres ~vfli
KERN COUNTY ENVIRON#ENTAL HEALTH SERVICES DEPAR~ENT
27. ',' sT, . suiTE 3oo
~ERSFIELD, CA 93301
CONTACT
PACI. LITY NA~E
APP'-! cATI ON FOR
CLOSURE/AeANDONMENT
RENOVAL, OR ~ ABANOO~ .~N P~C~
PHOHE ~
D[
LTd~GTII OF PTPTNO 'I'0
pERMIT FOR PERMANENT
OF UNDERGROUND
sTORAGE FAC!LITY
(P~LL OUT OH.._~ ~ppL~C,tT~ON PER
"'--~5EC/T/R IRU~C LOCATIONS ONLY)
0 NEAREST CROSS S~E~T
C~HPEtiSATIDN I
PHONE
INSURER
PHONE
C]IEHICAL COHPOSITION Ola )4ATER[AL~ STORED
· VOLUME: CIIF...MICAL STOR~'D (NON-COMMERCIAL NAME~
DATZ$ STORED
CHEHICAL pR~'VTOUSLY STORED
~AT£R TO FAC:L~TY PROViO~-D BY
REST ~ATER - GIVE DISTANC£ A~D D£SCR~R£ TYPE
ASIS FOR SOiL TYPE ,~O GROUNDM,I D{,PTI( D£TgRMINATION
,~.~D~'P"Tfl T'O GROt.q4'DMATER
Zoo
NUMBER OF SARPLES TO BE ~ILL BF. ANALYZED POR:
SCRIBE liOW RESIDUE iN TANKIS{ AND PIPING IS ~ BE REMO~D AHD DISPOSED 0P (INCLUDE ~DISPOSAL
T~KISI
:PING
0~/03/90
10:56 am
RECEIPT
KF..RN CO[INTY PLANNING & D.EV_F.I...OPME. NT
~700 'M'
Bakermfield, CA 93301
(805) ,~81-,7615
In¥o~ce Nbr,
Type of Order
.C. A SI4 REG] ,ST ER
MC NABB (.;ONSTRUCTION
¢tomer P.O, 1I i W~.n By IOrder 'Or..~.e I Ship Date
H040390-2 I I...,..ID I 04/03/90 J 04/03/90
I I
Des ;rtl pt'flOr
TANK PL. AN CHECK 6
170A
Via
Price Unit Disc
t00.00
Order Total
THANK YOU!
Amoun ( Due
F'aylnent M.~de DS/ CheeP,
PAGE
3 '1639
{ T~l-m~
I NY
Tota'
600,00
500,00
600.00
600.00
FACILITY:
HIGHL'AND HIGH SCHOOL
2900 ROYAL SCOTTS ROAD
BAKERSFIELD, CA
TANK # AGE(IN YRS~
6 UNK
I 09~1ER: ~'
I KERN HIGH SCHOOL~DISTRICT..
I 2000 24TH STREET' '
I BAKERSFIELD, CA' 9330!
SUBSTANCE COD~ PRESSURIZED PIPING?
MVF 3 NO
NOTE: ALL INTERIM REQUIREMENTS ESTABLISHED BY THE PERMITTING
AUTHORITY MUST BE MET DURING THE TERM OF THIS PERMIT
NON--TRANSFERABLE ~ ~ * POST ON PRI~"MI SES
DATE PERMIT MAIT,F~: JUL 1 6 i986
DATE PERMiT CHECK LIST RETURNF/D:
i
Di~vision o~ Environmental Heal
1700 Flower Street, Bakersfield, CA
93 ]05
Permit
Appl ication
7
APPLICATION FOR PERMIT TO OPERATE UNDERGROUND
HAZARDOUS SUBSTANCES STORAG~ FACILITY
Type of Application (check):
r]Ne-~ Facility r~Modification of Facility [~Existing Facility rlTransfer of Ownership
Emergency 24-Hour Contact (name, area code, phone): Days r~.](. ~',l~q,~R
N ig hts ' $~
Facility Name Ht,~ff~W~ ;'~ ~'~-~'~/' No. of Tanks
Type of Business ~check): rl~asoline Stati'on ~[Other (describe) ~l~e,~
Is Tank(s) Located on an Agricultural Farm? [~Yes ~No
Is Tank(s) Used Primarily for Agricultural Purposes? EYes ~No
Nearest Cross St. ~¥~
Facility Address ~ ~F~& ~T1~$ ~- -.
T R SE'C' (Rural Locations Cnly)
- ~. ' -^ · - · ' -~ zip .$>~<~ ~ Telephone ~?-
Address 3 3" -:.
Operator Contact Person
Address Zip Telephone
Water to Facility Provided by ~&. ~,~* f~-~ Depth to Groundwater
Soil Characteristics at Facility ~,~ ~-~w~¥
Basis for Soil Type and Groundwater Depth Detenuin~tions ~7.~. S'~ s~.
Contractor CA Contractor's License No.
Addr ess Zip Telephone
Proposed Starting Date proposed Ccmpl'e'tion 12ste
Worker' s Compensation C~-rtifi~ati0n ! Insurer
If ~'nis permit .Is For Modification Of An Existing Facility, Briefly Describe Modifications
Proposed
Tank(s) Store (check all that apply):
Tank ! Waste Product Motor Vehicle Unleaded Regular Premitm~ Diesel %qaste
Fuel --dIT-
Chemical Composition of Materials Stored (not necessary for motor vehicle fuels)
Tank ~ Chemical Stored {non-coe~ercial name) CAS ~ (if known) Chemical Previousl~ Stored
(if different)
Transfer of Ownership
Date of ~-~nsfer
Previous Facility Name
Prey ious Owner
accept fully all obligations of Permit No. issued to
I understand that the Permitting Authority may review and
modify or terminate the transfer of the
facility upon receiving this completed form.
Tnis form has been completed under penalty of
true and correct.
Signature ~
permit to Operate this t~dergrot~d storage
perjury and to the best of my knowledge is
Pemit
TANK ~ ~ (FILL OUT SEPARATE FORM FOR EACH TANK)
FOR EACH SECTION, CHECK ALL APPP, OPRIATE BOXES
Tank is: Dvaulted l']Non-Vaulted [-1Double-Wall ~Single-Wall
~ Material
~Ca. rbon Steel [] Stainless Steel [] Polyvinyl Chloride D Fiberglass-Clad Steel
~ Fiberglass-Reinforced Plastic [] Concrete [] Alunin~ [2] Bronze [-]Unk~owm
Capacity (Gallons)
DLined Vault []None
Thickness (Inches)
[]Phenolic []Glass
D Other (describe)
3. Primary Containment
Date Installed Thickness (Inches)
'4. Tank Secondary Containment
DDouble-Wall D Synthetic Liner
[]Other (describe):
DMaterial
5. Tank Interior Lining
---[~Rubber •Alkyd []E~oxy
[-]Other (describe):
6. Tank Corrosion Protection
Manufacturer
Manufacturer:
Capacity (Gals.)
[] Clay ~Unlined
~Galvanized ~ass-Clad []Polyethylene Wrap Dvinyl Wrap$>irg
[-]Tar or Asphalt []Unknown ~J~None [']Other (describe):
Cathodic Protection: []None Ii]Impressed Current System ~]Sacrifi¢ial Ano~'.S~tem
Describe System & Equipment:
7. Leak Detection, Monitori .n~, and Interception
a. Tank: DVisual (vaulted tanks only) [-1Groundwater Monitorirg' Well(s)
DVadose Zone Monitoring Well(s) []U-Tube Without Liner
[]U-Tube with Cunpatible Liner Directing Flow to Monitorirg l~e.ll(s)*
[] Vapor Detector* [] Liquid Level Sensor* [] Conductivit~ Sensor'
[~ Pressure Sensor in Annular Space of Double Wall Tank
~ Liquid Retrieval & Inspection Frc~ U-Tube, Monitoring Well or Annular Space
[] Daily Gauging & Inventory Reconciliation [] Periodic Tightness Testis!
[] None [] Unknown [] Other
b. Piping: Flow-Restricting Leak Detector(s) for Pressurized Pipirlg~
OM•nit•ring S~zup with Raceway ~Sealed Concrete Race~y
DHalf-Cut Compatible Pipe Raceway []Synthetic Liner Race~ay ~Nofle
[] Unknown [] Other
*Describe Make & Model:
8. Tank Tightness
l~is Tank Been Tightness Tested? []Yes ~]~NO []Unknown
Date of Last Tightness Test Results of Test
Test Name Testing Caupany
9. Tank Re~air
Tank Repa~i red? [~Yes ~No []Unknown
Date(s) of Repair.(s)
Describe Repairs
10.
Overfill Protection
II, Operator Fills, Controls, & Visually Monitors Level
[-]Tape Float Gauge []Float Vent Valves []Auto Shut- Off Controls
[]Capacitance Sensor []Sealed Fill Box I-IN•ne [-]unknown
[-]Other: List Make & Model For Above Devices
11. Pipi;6g
a. Underground Piping: [-~Yes ON• DUnknown Matt:rial
Thickness (inches) Diameter Manufacturer
[~Pressure [~Suction ~Gravity Approximate Lengt~ of Pipe ~ . ~'
b. Underground Piping Corrosion Protection :
~Galvanized []Fiberglass-Clad [qImpressed Current ~Sacrificial Ar~le
[-]Polyethylene Wrap []Electrical Isolation []Vinyl Wrap [-]Tar or A~lt
[]Unknown []None []Other (describe):
c. Underground Piping, Secondary Containment:
PERMIT CHECKLIST
Permit
This checklist is provided to ensure that all necessary packet enclosures were received
an~d that the Permittee has obtained all necessary equipment to implement the first phase of
monitoring requirements.
Please complete this form and return to K,CtlD in the self-addressed envelope provided
within 30 days of receipt.
Check:
Yes No
A. The packet I received contained:
1) Cover Letter, Permit Checklist, Interim Permit, Phas~
Monitoring Requirements, Information Sheet (Agreement
Operator), Chapter 15 (KCOC #G-3941), Explanation of
Equipment Lists and Return Envelope.
2) Standard Inventory Control Monitoring Handbook #UT-10.
3) The Following Forms:
.a) Inventory Recording Sheet
b) Inventory Recording Sheet with summary on reverse
c) Trend Analysis Worksheet
4) An Action Chart (to post at facility)
I Interim Permit
Between Owner and
Substance Codes,
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 requirp~ equipment (as described on page 6 of Handbook): 1) Acceptable gauging instrument
2) "Striker plate(s)" in tankls)
3) Water-finding paste
D. I have read the information on the enclosed "Information Sheet" pertaining to
Agreements between Owner and Operator and hereby state that the owner of this
facility is the operator (if "no" is checked, attach a copy of agreement between
owner and operator).
E. I have enclosed a copy of Calibration Charts for all tanks at this facility (if
tanks are identical, one chart will suffice; label chart(s) with corresponding
tank numbers listed on permit).
F. As required on page 6 of Handbook #UT-10, all meters at this facility have had
calibration checks within the last 30 days and were calibrated by a registered
device repairman if out of tolerance (all meter 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 described in Handbook #UT-10.
Date Started ~- ~- '~
$iMnatu~e of Person CompletinE Cl~ecklist:
Ti tie: ~-~.~
Date:
PEP~IT CHECKLIST
Per.it
This checklist is provided to ensure that all necessary packet enclosures were received
and that the Permtttee has obtained all necessary equipment to implement the first phase of
monitoring requirements.
Please complete this form and return to KCHD in the self-addressed envelope provided
within 30 da_~ of receipt.
Check:
Yes No
A. The packet I received contained:
1) Cover Letter, Permit Checklist, Interim Permit, Phase
Monitoring Requirements, Information Sheet (Agreement
Operator), Chapter 15 (KCOC ~G-3941), Explanation of
Equipment Lists and Return Envelope.
2) Standard Inventory Control Monitoring Handbook #UT-10
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)
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 r~equired equipment (as described on page 6 of Handbook): 1) Acceptable gauging instrument
2) "Striker plate(s)" in tank(s)
3) Water-finding paste
I Interim Permit
Between Owner and
Substance Codes,
D. I have read the information on the enclosed "Information Sheet" pertaining to
Agreements between Owner and Operator and hereby state that the o~uler of this
facility is the operator (if "no" is checked, attach a copy of agreement between
owner and operator).
E. I have enclosed a copy of Calibration Charts for all tanks at this facility (if
tanks are identical, one chart will suffice; labe-~-chart(s) with corresponding
tank numbers listed on permit).
F. As required on page 6 of Handbook #UT-lB, all meters at this facility have had
calibration checks within the last 30 days and were calibrated by a registered
device repairman ~f out of tolerance (all me~e~ 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 described in Handbook #UT-10.
Date Started
Signature of Person CompletinK Checklist:
· _XlE~r_E_R C_A.L_I_B_R A_T_I_O_N
Note:
1. All meters must have calibration checks a minimum of twice a year, which may
include checks done by the Department of Weights and Measures.
2. Before starting calibration runs, wet the. calibration (:an with product and
return product to storage.
3. Run 5 gallons with nozzle wide open into the can. Note gallons and cubic
inches drawn, and return product to storage.
4. Run 5 gallons with the nozzle one-half open Into th~ can. Note gallons and
cubic inches drawn, and return product to storage.
5. After all product for one calibration check is returned to storage, remember
to record the volume returned to storage in column 9 of the Inventory
Recording Sheet.
6. If the volume measured in a 5-gallon calibration can is more than 6 cubic
inches above or below the 5-gallon mark, the meter requires calibration by a
registered device repairman.
Hose or
Date/Time
Pump
I
Tank ·/~ Fast Flow
Productl 5-Gallon Draft
Gals Cu. Inches
Slow Flow
5-Gallon Draft
Gals Cu. Inches
Volume ReturnedJCalibration[ Device Repairman
to Storage { Required? { \Used for
Gallons ] Ye; No I '~,~_ _.,C~rati°n
/ C> I- -,c,
Date of
Calibration
Owner or Operator Signature_
Calibrator's Signature '~~ _ ,,,
SUBMIT A COPY OF THIS FORM WITH ANNUAL REPORT.
Registration
HyDROi~41Ui~kllC P.O. k~ IO1:
i !i!' ".7 :!
Z. 16.
3. Z9
4. 44.
5, .. 61.
5. ~0
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9. 1~}4 ·
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IZ. Zl?-
15, Z4Z-
14. Z69-
15. Z95-
16, 3~3-
17, 350-
kS. 378-
19, 407-
20, ~35-
2.1. 464-
ZZ .~ 493-
2t. 550
25. 5'79
I B RAT I
].000 GALLON
26,
30.
31,
3;2,
33.
34.
,55.
57.
39.
40.
43,
45.
MODESTO
ON $
6O8
636 '
665
· 693
720
7~8
77~
80l
826
851
899
98Z
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101~
!027
1037
1043
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COURTS
~ClENC
HOME EC.
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BUSINESS
ART
III
DINING
LM.~
.IBRARY
'i
ANNUAL
;ND ANALYSIS S
~ARY
TANK
QUARTER 1
PERIOD 1:
PERIOD 2:
PERIOD 3:
TIME PERIOD: ~/ , to
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
QUARTER 2
PERIOD 4:
PERIOD 5:
PERIOD 6:
TIME PERIOD: / ~ .
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (I. ine 3)
Action Number for this Period (Line 4)
QUARTER 3
PERIOD 7:
PERIOD 8:
PERIOD 9:
TIME PERIOD: ~,/~/Y % tO
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
Total Minuses This Period (Line 3)
Action Number for this Period (Line 4)
PERIOD 10: Total Minuses This Period (Line 3)
Action Number [or this Period (Line 4)
PERIOD 11: Total Minuses This Period (Line 3)
Action Number [or this Period (Line 4)
PERIOD 12: Total Minuses This Period (Line 3)
Action Number ~o~ this Period (Line
I hereby certify this is a true and accurate report.
Date
TANK F,A . ~IT¥ ANNUAL REP0~T
I have not done any major modifications to this facility during the
last 12 months.
Signature ~
Note: All major
modifications require a Permit to Construct from
the Permitting Authority.
I have done major modifications for which I obtained Permit(s) to
Construct from Permitting Authorit~
Signature
Permit to Construct # Date
Repair and Maintenance Summary
Attach a summary of all:
-- Routine and required maintenance done to this facility,s tank,
piping, and monitoring equipment.
-- Repair of submerged pumps or suction pumps.
-- Replacement of flow-restricting leak detectors with same.
-- Repair/replacement of dispensers, meters, or nozzles.
-- Repair of electronic leak detection components,
with same. or replacement
-- Installation of ball float valves.
-- Installation or repair of vapor recovery/vent lines.
Include the date off each repair or maintenance activity.
NOTE: All repairs or replacements in response to a leak require a
Permit to Construct from the Permitting Authority as do all
other modifications to tanks, piping or monitoring equipment
not listed here. .
Fuel Changes - Allowed for Motor Vehicle Fuel tanks Only.
List all fuel storage changes in tanks, noting: -
Date(s), tank number(s), new fuel(s) stored. ...
5. Inventory control monitoring is required for this facility on the
Permit to Operate, and I have not exceeded any reportable limits as
listed in the appropriate inventory control monitoring handbook
during the last twelve months (if not applicable, disregard).
Signature ~,
6. Trend Analysis Summary
Please attach Annual Trend Analysis Summary for the last 12 periods.
7. Meter Calibration Check Form
Please attach current, completed Meter Calibration Check Form
E~ CO. MPUTER CHANGE
n-]METER CHANGE
P~/MP-IdAKE ANO MODEL
FINISH
)'OTALIZER
REAC)INGS
~OOuC r
TOT A(. I;'EH
READINGS
[~ CALI~JRATI
E:]W/M NOTIFIED
Record of Compuler~ ~ge,
Meter Change, or Calibration
MONEY
S~niAL N~n CALIBRATION
~ ~ ~.~ ~ CHECKED ADJUSTED TO
G~LO~ FAir ~ SLOW F~T ~LOW
G~L ~3 TOTALIZER SEALED METER
G~LONS RETURNEE) TO STORAGE
I SERIAL NUMeE8 CALIBRATION
STAJRT .....
Pump /~ TOTAL
FINISH
lAST ~
ME T~.H
. -~ ~~--~; ]
........ ~-,s~'~' ........... ~,~,~,,~ ............ ~~, lr~ST-'-- "'~'~- 1
READINGS MON~.Y ~-~ ~ ~--;-~ 70 rA~6 METER ~lEO '
Pump ~ TOTAL
CHECKEU ADJUSt ED TO
START ~ YES ~ NO ~ Y~S ~ NO
~';":;-'"'~ ....... PumP ~ TOTAL
~ '- ~ .....
~ I '11 ~ 1
~.-uA~ *NO UOO~L ~[RIA~ NUUU~R CALIBRATION
CHECKED - ADJUSTED TO
TOTALIZER FINISH l,
READhNGS ~NEY GALLUN3 TOI ~IZER ~LEU METER
'~' Pump ~ ~0TAL "
~-- , r ri ~ ., ~ ... ~ ~ ,, .1~1 ,"'r
)~,. ,,,,~ *~,,~UO(L S~AL NU~U~' CALIBRATION
CHECKED ADJUSTED
l O.rALIZER. FINISHI I ·
- ~ II1
) ~'xt'(,., ,-/, "~-,.+ ~ ....
MEMBER
PEi _
AUTOMOTIVE -INDUSTRIAL
PETROLEUM
EQUIPMENT
INSTALLA!rlON - MAINTENANCE
2080 SOUTH ur~ION
BAKERSFIELD. CA. 93307...PHONE. 8~3~,;-H~O7
CALIF. CONTRACTORS LIC. # 294074
MAILING ADDRESS
P.O. BOX 640
BAKERSFIELD, CA. 93302
PAGE
~-KERN CO HIGH SCHOOL
10/07/87
S8181
2000 24TH STREET -
BAKERSFIELD CA
7330~-
L_ I
H.S.
~-~:l.~;i:~.~'-]'~ BEN 'SECORA
aORK F'ERFORMEI)-CALIBRATE F:'UMF'S - REPI..ACED DEFECTIVE COIJNTER.
]HECKED CALIBRATION - NO ADJUSTMENTS NECESSARY. JOB COMPLETE.
MATERIAL -
QTY PARr ~ BES~CR~IPTION PRICE
1 320080 48.~&~XE WHEEL COUNTER 4 95.50
APPROVED FOR PAYMENT
LABOR: 5.00
MILEAGE: 50
MATERIAL:
SUPPLIES:
SALES TAX:
TOTAL:
"' PLEASE PAY FROM'THIS INVOICE TERMS: NET 30 DAYS
ORIGINAL
90.
-' 15.
1.
5.
207.
2080 SO, UNION AVE.
'
(805) 834-1100 SERVICE INVOICE
SANTA MARIA, CA 93455
(805) g28-1135
CALIF, CONTRACTORS ~IC. NO,
CHARGE CASH
TO
EQUIPMENT INSTALLATION-MAINTENANCE
DAT£ ~ ~
MAIL 2000 -- 24th ~ r'eet 7r,~
INVOICE
ba~ers[' ~ eld ~ CaE iforni~ 93301
Kern County Un[on High
L
A
T
O
L
wORK TO BE pERFORMED: -- -
, .~, ,-I OFFICE
.; ~URS
MILEAGE
Sub C~ntract
Rentals
MA K E ~~ MO D EL NO.__-'J L~ i'~'\ SERIAL NO.
.~,:.:., \-,.:~,.~,.o.., ,.._
--,----~
{:)ato Complolod ~ O - / - '~'"7 Technicianb); ~
Received & Accepted By
pLF~SE PAY FROM THIS INVOICE. 'r,.~s: "~ cl~ ~.n Roc~im PLEASE
Finance Charge of ;2% I:~r Month I:;II::MIT "r~l
ONLY
~lies
Sales Tax
TOTAL
RLW EQUIPMENT
P.O. BOX 640
Note:
I. All meters must have calibration checks a minimum of twice a ~, which may
include checks done by the Department of Weights and Measures.
2. Before starting calibration runs, wet the, calibration can with product and
return product to storage.
3. Run 5 gallons with nozzle wide open into the can. Note gallons and cubic
inches drawn, and return product to storage.
4. Run 5 gallons with the nozzle one-half open into t~ can. Note gallons and
cubic inches drawn, and return p'roduct to storage.
5. After all product for one calibration check is returned to storage, remember
to record the volume returned to storage in column 9 of the Inventory
Recording Sheet. '~
8. If the volume measured in a 5-gallon calibration can is more than 6.~ cubic
inches above or below the 5-gallon mark, the meter requires calibration by a
registered device repairman.
Date/Time
~-t-qq
nose o~lTank t/[ Fast Slow [ Sio',, Flow
Pump ProductI 5-Gallon Draft 5-Gallon Draft
[Gals Cu. [nches[G%i!.s Cu. Inches
-- I - [
Volume Returned
to Storage
Gallons
Calibration
Required__2_?
Yes~<N°
Device Repairman
Used for
Calibration
Date of
Callbratior
Owner or Operator Signature_ (. , 'J': . -/', .-,-~.' ~ ....
Calibrator', Signature
SUBMIT A COPY OF TIIIS FORM WITH ANNUAL REPORT.
Registration # _~'¢~0~(5