HomeMy WebLinkAboutUNDERGROUND TANK
FIRE CHIEF
RON FRAZE
ADMINISTRATIVE SERVICES
2101 "H" Street
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (661) 852-2170
SUPPRESSION SERVICES
2101 "H" Streef
Bakersfield, CA 93301
VOICE (661) 326-3941
FAX (6611852-2170
PREVENTION SERVICES
fiRE SAfETY SERVICES' ENVIRONMENTAl SERVICES
900 Truxtun Ave.. Suite 210
Bakersfield. CA 93301
VOICE (661) 326-3979
FAX (661) 852-2171
FIRE INVESTIGATION
1715 Chester Ave.
Bakersfield, CA 93301
VOICE (661) 326-3951
FAX (661) 852-2172
TRAINING DIVISION
5642 Victor Ave,
Bakersfield, CA 93308
VOICE (661) 399-4697
FAX (661) 399-5763
November 29,2004
Mr. Ken Dunbar
Nome, Inc.
P.O. Box 387
Bakersfield, CA 93302
CLOSURE OF 2 UNDERGROUND HAZARDOUS SUBSTANCE
STORAGE TANK(S) LOCATED AT 621 GOLDEN STATE HWY.
PERMIT # BR-0327
Dear Mr. Dunbar:
This is to inform you that this department has reviewed the
results for the preliminary assessment associated with the closure of
the tanks located at the above stated address.
Based upon laboratory data submitted, this office is satisfied with
the assessment performed and requires no further action at this time.
Accordingly, no unauthorized release reporting is necessary for this
closure.
If you have any questions regarding this matter, please contact
me at (661) 326-3979.
Sincerely,
RALPH E. HUEY, Director of Prevention Services
~c:I(¿j~~_
By: Howard H. Wines, III
Hazardous Materials Specialist
Registered Geologist No. 7239
Office of Environmental Services
HHW/s
cc: J, Whiting, RWQCB
R. Casagrande, RAM
M, Blackburn, Sunset Mechanical
"6Jg)t/tlÙ~7 de Yf~.mmmltl1! DYh)-)t (:> /(o;re (;'://U:/41 0"/ Y:;;:!'H/Ú.Jt1! H
SUNSET CONSTRUCTION & MECHANICAL
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4617 Kimber Avenue
Bakersfield, CA. 93307
Phone (661 )322-0660
Fax (661 )322-6072
October 1, 2004
City of Bakersfield Fire Department
Attn: Howard Wines
900 Truxton Avenue Suite 210
Bakersfield, CA. 9330 I
We are supplying a copy of the Preliminary Assessment Sampling Report Site Annals for 621
Golden State Avenue, Bakersfield. CA.
If you have any questions please contact Mark Blackburn at (661 )322-0660,
Si~5?' _I
c<rt;f!¡¡~\I!!
Office Manager
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SUNSET
MECHANICAL
PACIFIC PRIDE
COMMERCIAL REFUELING
621 GOLDEN STATE AVENUE
BAKERSFIELD, CALIFORNIA
PRELIMINARY
ASSESSMENT
SAMPLING REPORT
PROJECT # 200170
SEPTEMBER, 2004
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I1NVIRðNMI1NfAl
ENGINEERING
SERVICES, INC.
2103 20th Street . Bakersfield, CA 93301
(661) 324-6152 . FAX (661) 324-6172
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PRELIMINARY ASSESSMENT
SAMPLING REPORT
pacific Pride Commercial Fueling
621 Golden State Avenue
Bakersfield, California
Prepared for:
Sunset Mechanical
3812 Panorama Drive
Bakersfield, California 93306
Prepared by:
RAM, Environmental Engineering Service, Inc.
2103 20th Street
Bakersfield, California 93301
Project # 200170
September, 2004
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Bakersfield
Project # 200170
September 2004
Table of Contents
1.0 INTRODUCTION....,."..,.,."..,.....,...,.,.";,,.,..,..,.............,...,.....,.,...,..,...........,...,..,..... 2
2.1 Pre-Field Investigation......,.....,..,..,.."".,....,............,.,.............."....................."".. 2
2.2 Soil Sampling....,.,."....."......,..................~..".,...,.,.,.,.,...,...,...,...,..,....,..........,..,..,.. 3
2.3 Laboratory Analysis...,..,...,...."...,.....",......"....., .....,.,...,.....,........,....,....,.........,.,.. 3
3.0 FINDINGS .,."................,...".,....,..,........",...,.,..,..,.,...,.,...,...........................,.... ...,.. .... 3
3.1 Site Characteristics.;.....".".,.,..,....,...........,.....,.,.,.,.,.,...,..."......,....,.....".,............,. 3
3.2 Analytical Results......,.,.....,.,..""'.,.,..,.....,...,...,.,.........,.,...,.,.,.,....,..,...,..,... ....,..... 3
4.0 DISCUSSION OF RESULTS .,..,..,.......,..,.,..,..,....,."....,...........,.............,..,......".......4
Table 4-1 Summary of Laboratory Analytical Results............................................... 5
5.0 CONCLUSIONS AND RECOMMENDATIONS................,..,...."..,.....,.,. ...6
6,0 LIMITATIONS............,.......,........,....".."..,........,...,..,..,....,.........,....."..,...,..,....,...,..,. 7
7.0 REFERENCES...,.,.....,.......,...,......,...,.,.".......,.......,...,.,.,...,...,...........,............. ...., ...., 8
8.0 SIGNATURE PAGE .,.....,.".....................,.......,....,.,.................,................,............... 9
FIGURES
Figure 1
Figure 2
Area Map
Sample Location Map
APPENDICES
Appendix A Copy ofBFDES Permit Number BR-0372
Appendix B Sampling Plan
Appendix C Laboratory Analytical Reports
2000_04_170,,:,soilrpt
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Bakersfield
Project # 200170
September 2004
1.0 INTRODUCTION
On July 1, 2004, RAM Environmental Engineering Services, Inc. (RAM) conducted soil
sampling at the Pacific Pride Commercial Fueling located at 621 Golden State Avenue,
Bakersfield, California (Site) (Figure 1 - Area Map). The work consisted of removing
two 12,000-gallon underground storage tanks (UST's) that have previously contained
both diesel and gasoline during their use, and associated piping and dispensers. Work
was conducted under Permit No. BR-0327; permit to remove an underground storage
tank, issued by the Bakersfield Fire Department, Environmental Services (BFDES), Soil
samples were taken from beneath the former UST's and 5 dispensers. The sampling was
conducted to assess the potential presence of petroleum hydrocarbons in soils beneath
former underground facilities at the station as the equipment was abandoned, A copy of
the permit is included in Appendix A. This report describes the field procedures,
observations, and findings, andresults of the laboratory analysis of soil samples collected
at the Site.
Formerly, a Pacific Pride-owned commercial fueling facility operated on the Site. The
site is surrounded by commercial developments. The site is bordered on the south by 24th
Street and on the north by Golden State Avenue. The excavation areas consisted of the
former tank location, and dispenser islands. The samples locations were at 2 feet and 6
feet below the base of the tank excavation, and at 2 and 6 feet below each of the
dispensers.
The scope of work for this investigation was developed in conversation with Mr. Ross
Sessions of Sessions, and follows the Kern County Environmental Health Services .
Department (KCEHSD) D.T. 30 "Soil Sampling Guidelines for Underground Storage
Tanks," and US EP A, SW 846, 3rd Edition.
2.1 Pre-Field Investigation
Prior to work at the Site, a Job Site Safety Plan and a Site Sampling Plan were
prepared, The sampling plan was reviewed in the field with the representative
from BFDES prior to the start of sampling. The specific sampling plan for this
work was developed using RAM's standard procedures for soil sampling and is
included in Appendix B. A site layout was reviewed and proposed sampling sites
were selected and numbered (see attached Sample Location Map of Pacific Pride
Site, Figure 2) prior to the sampling. The approximate depth to groundwater,
200 feet was also determined,
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Bakersfield
Project # 200170
September 2004
2.2 Soil Sampling
Samples were obtained from soils gathered in the backhoe upon initially
penetrating the sample depth, Undisturbed soil samples were collected in 2-inch
by 6-inch brass sleeves by scraping away several inches of soil to expose a fresh
face and pushing the sleeves into the soil collected in the backhoe bucket. Sample
sleeves were then sealed with Teflon and plastic caps. All samples were double-
bagged and placed on ice. A Pill model photo vac 2020, 10.6 eV UV lamp, was
used to test for emissions of organic vapors collecting in the void left when the
brass sleeve was removed from the bucket soils. Results were recorded in field
notes.
Sampling was conducted on July 1, 2004 using the site-specific sampling plan
(Appendix B). Samples were collected at depths of 2 feet and 6 feet below the
former UST's and below the former dispensers (Figure 2 Sample Location Map),
2.3 Laboratory Analysis
All the samples collected were labeled, recorded on chain-of-custody forms,
placed in an ice chest cooled to 4°C, and transported to the laboratory under
standard chain-of-custody protocol. Selected samples were analyzed for the
following constituents using EP A approved methods:
· Total petroleum hydrocarbons as gasoline (TPH-g, carbon range C 4- Cd
using EPA Method 8015M;
· Total petroleum hydrocarbons as diesel (TPH-d, carbon range C 12 - C 24)
using EP A Method 8015M;
· Benzene, toluene, ethylbenzene, xylenes (BTEX) and fuel oxygenate
methyl tert-butyl ether (MTBE) using EPA Method 8021B.
BC Laboratories, Inc" a state certified laboratory performed the above analyses,
3.0 FINDINGS
3.1 Site Characteristics
A photo-ionization detector (PID) was used during sampling to monitor for
volatile hydrocarbons released from the soil. The Pill is calibrated with select
gasoline hydrocarbons at the parts per million (ppm) level. Detection of other
volatiles not included in the calibration mix provides a relative indication of the
presence of volatile organics. The Pill did not detect any volatile hydrocarbons
present in the soil.
3.2 Analytical Results
The analytical results are summarized in Section 4,0 and the laboratory reports are
included as Appendix C. Laboratory detection limits (DLs) listed in Table 4-1
and discussed below refer to the concentrations below which the analyses cannot
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Bakersfield
Project # 200170
September 2004
detect a particular chemical compound. The DLs are determined by the analytical
method, the degree of interference in the analysis by other compounds, or matrix
effects, and are subject to the QA/QC test and protocol associated with certified
laboratory analyses,
4.0 DISCUSSION OF RESULTS
Results of analysis for samples collected from beneath the tank and dispenser locations
are summarized below, Table 4-1 presents the Summary of Laboratory Analytical
Results. Complete laboratory analytical reports are included in Appendix C.
Results of analyses of soil samples collected from beneath the Site showed that most
tested compounds were below the detection limits (generally less than 0.005 mglkg to 0.1
mglkg). Low-level detection of diesel was found in the 2 and 6-foot samples beneath
dispensers 1 and 2 with concentrations of diesel in soil ranging from 49 mglkg to 170
mglkg. This is well below the LUFT recommended action level of a diesel concentration
above 10,000 mglkg in soil.
All concentrations of BTEX, MTBE and TPH -g in the soil samples were below the
detection limits, except for the sample taken from 6-feet below dispenser 5, sample
D5-6, contains a concentration of total xylenes at the PQL of 0.01 mglkg.
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Bakersfie1d
Project # 200170
September 2004
TABLE 4-1
Summary of Laboratory Analytical Results
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Station Depth Benzene Toluene Ethyl- Total MTBE TPH-g TPH-d
benzene Xylenes
No. (Location) ft*
Dispenser 1-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 170
Dispenser 1-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 99
Dispenser 2-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 49
Dispenser 2-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 73
Dispenser 3-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Dispenser 3-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Dispenser 4-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Dispenser 4-6 6.0 <0.005 <0,005 <0,005 <0,01 <0.02 <1 <10
Dispenser 5-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Dispenser 5-6 6.0 <0.005 <0.005 <0.005 0.01 <0.02 <1 <10
Tank 1: 1-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 1: 1-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 1: 3-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 1: 3-6 6.0 <0.005 <0,005 <0.005 <0.01 <0.02 <1 <10
Tank 1: 5-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 1: 5-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 2: 2-2 2,0 <0.005 <0.005 <0.005 <0.01 <0,02 <1 <10
Tank 2: 2-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 2: 4-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 2: 4-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 2: 6-2 2.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
Tank 2: 6-6 6.0 <0.005 <0.005 <0.005 <0.01 <0.02 <1 <10
LUFT Values 1 50 50 50 1,000 10,000
170- compounds above the laboratory detection limits
<0.01 - compound was not detected in the sample extract at the laboratory detection limit
shown.
Notes: 1. LUFT Values: Standards set by the State for protection of groundwater (LUFT
Manual, October 1989), based on groundwater more than 100 feet below the
sample depth.
mg/kg - milligrams per kilogram
Ft*- feet below excavation
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Bakersfield
Project # 200170
September 2004
5.0 CONCLUSIONS AND RECOMMENDATIONS
Concentrations of BTEX, fuel oxygenates, gasoline, and diesel detected in soil samples
from beneath the dispensers and tanks at the Site are all below LUFT Manual
recommended values for the protection of groundwater. The LUFT published values are
specific to subsurface conditions with a depth to groundwater of 100 feet below.the
lowest sample. The Kern County Water Agency, Depth to Groundwater, Spring 2000,
. shows groundwater at this site is approximately 200 feet below ground surface.
Concentrations of chemicals of concern are below or slightly above the laboratory DLs,
well below the level of concern. It is RAM's opinion that the risk of impact to
groundwater from the impacted soils remaining in the subsurface at the Site is negligible
due to the low concentrations of chemicals of concern and the site-specific conditions.
The key elements in evaluation of risk include the chemical concentrations, the limited
presence of source material, the depth to groundwater, and the significant reduction of
potential for infiltration of surface water. The gas station has been abandoned,
eliminating the presence of source material.
2000_04_] 70_soilrpt
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Bakersfield
Project # 200170
September 2004
6.0 LIMITATIONS
RAM Environmental Engineering Services, Inc. has prepared this Report for the
exclusive use of Sunset Mechanical as it pertains to the property located at 621 Golderi
State Highway, Bakersfield, California. Our professional services have been performed
using the degree of care and skill ordinarily exercised under similar circumstances by
other professionals practicing in this field, No other warranty, expressed or implied, is
made as to the professional advice in the Report. Any use of or reliance on this Report by
a third party shall be at such party's sole risk.
RAM assumes no responsibility for site conditions or activities that were outside the
scope of the inquiry requested. It is recognized that regulatory requirements may change,
including the revision of accepted action levels, which could necessitate a review of the
discussion, findings, recommendations or opinions of the Report.
2000_04_] 70_soiJrpt
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Bakersfield
Project # 200170
September 2004
7.0 REFERENCES
California Department of Water Resources, August 2004, Water Conditions;
Groundwater; Groundwater Level Data (www.water.ca.gov).
Department of Water Resources (DWR), 1975, California's Ground Water, DWR
Bulletin No. 118
Kern County Environmental Health Services Department. UT, 30.
Kern County Water Agency, Water Supply Report, 1999, Depth to Groundwater, Spring
2000
RAM Environmental Engineering Services, Inc., Soil Sampling Workplan, September
2003.
State Water Resources Control Board, October 1989 (SWRCB, 1989), Leaking
Underground Fuel Tank Field Manual: Guidelines for Site Assessment, Cleanup, and
Underground Storage Tank Closure, State of California, Leaking Underground Fuel Tank
Task Force.
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Bakersfield
Project # 200170
September 2004
8.0 SIGNATURE PAGE
This Preliminary Assessment Sampling Report for Mr. Roy Saunders, dated August 16,
2004, was prepared by RAM Environmental Engineering Services, Inc, under the
responsible charge of the following professionals:
Î1t r f$.·'Md<,.eq:
M. Jane Ellis-McNaboe, RG
Project Geologist
2000_04_170_soilrpt
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SUNSET MECHANICAL
SEPTEMBER 2004
Project # 200170
FIGURE 1
AREA MAP
RAM ENVIRONMENTAL
ENGINEERING SERVICES,
INC,
SOIL
SAMPLING REPORT
PACIFIC PRIDE
COMMERCIAL FUELING
BAKERSFIELD, CA.
2103 20th STREET
BAKERSFIELD, CA. 93301
2000 04 170 FIGURE 1 AREA MAP
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GOLDlilv STA.Tli A. vlilvUli
.
]
TANK # 1
.
3
.
5
FORMER
12,000 Gallon UST'S
N
.
2
TANK # 2
.
4
.
6
[Ð[:J
~
rel ~
~ liiJ
FORMER
DISPENSER ISLANDS
24TH STREET
LEGEND
Map Not to Scale
I~j
= Sample Location
Disipenser Number
. Sample Location
6 Sample Number
SUNSET MECHANICAL
SEPTEMBER 2004
PROJECT NUMBER 200]70
FIGURE 2
SAMPLE LOCATION MAP
RAM
ENVIRONMENTAL
ENGINEERING SERVICES, INe.
SOIL
SAMPLING REPORT
PACIFIC PRIDE
621 GOLDEN STATE HWY.
BAKERSFIELD, CA.
2103 20th STREET
BAKERSFÅ’LD, CA.
17fJ_fïg 2 plot plan
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Appendix A
Copy ofBFDES Permit Number BR-0327
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PERMIT APPLICATION FOR REMOVAL OF AN
UNDERGROUND STORAGE TANK
Bakersfield Fire Dept.
Environmental Services
1715 Chester Ave
Bakersfield, CA 93301
Tel: (661)326-3979
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mE APPLJCANT liAS 1~t:'CEI'y·ED. UNDERSTANc.~. A.""¡D \t1I1LJ.. CO~?LY \M1H THE ATT.),C1-fEO COND/nONS 01= ThfS ¡::::'¡;RMIT ¡¡·'D ANY C'¡'};éP STAn:.
~OCA!. AND FEDER,:¡c r<EGiJlÄ TlON.~.
¡THIS ,cOFM HAS BEEN COMPLETED lWDER PENJJLn OF PER-'UR~·. AND TO TIlE BEST OF MY KNmV!..F':JGE IS Tr>UE AND COR.qECT I
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THIS APPUCA TION WiLL BECOME A PER.MIT WHEN APPROVED
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POOR ORIGINAL
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Appendix B
Sampling Plan
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Pacific Pride Commercial Fueling, Bakersfield - Sampling Plan
621 Golden State Avenue, Bakersfield, California. RAM Project #200170,
Task I - Soil Sampling
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TASK OBJECTIVE: Sample soils at 2-feet and 6-feet below the former underground
storage tanks, and below the former dispensers, as necessary, for analysis ofTPH-g,
TPH-d, MTBE, and BTEX.
SOIL SAMPLE ANALYSES
Laboratory analysis willbe conducted by an enviromnental testing laboratory certified by
the State of California for the tests to be performed. Test methods and criteria are as
follows:
· TPH-g and TPH-d by Modified EPA Method 8015M
· BTEX and fuel oxygenates by EPA Method 8021B
· Analytical Laboratory - BC Laboratories, Inc" Bakersfield CA
· Report results to RAM Environmental Engineering
SOIL SAMPLING PROTOCOL
Soil sampling will be conducted in accordance with RAM Environmental Engineering
Services, Standard Soil and Groundwater Sampling Protocols (RAM, 2003) and will
incorporate the following project specific criteria.
Sampling Locations
Samples will be collected from 2 and 6 feet below the former UST's and dispensers.
Soil Confirmation Information
Sample at 2-feet and 6-feet below former tanks and below former dispensers
· Use backhoe or excavator bucket for excavation of samples
· Scrape away 2 to 3 inches of soil from front of bucket to expose a fresh soil face
· Push brass sleeve into excavated soil to completely fill sleeve
· Use Teflon seal and plastic caps to seal sleeve
· Indicate direction of sample collection on sleeve (arrow)
· Monitor soils and void space with hand held PID or equivalent
Equipment:
· Brass Sleeves
· Teflon seals and Plastic caps
· Disposable gloves, baggies, pennanent marking pens, sample labels, COC forms,
Field Log fonns, residuals (IDR) labels
· PID, Model Photo Vac meter for monitoring work space for volatiles
· Personal Protective Gear per Standard Health and Safety Protocols for fuel
impacted groundwater.
· Pre-chilled non-water cooling material for sample storage/shipping container.
2000_04_] 70_sampling plan
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Sampling Procedure
Once the equipment is removed, the uppennost underlying soil removed will be
monitored for volatile organic compound (VOC) vapors using the field vapor monitor
(PID, Hnu, or OVM) and the measurements will be recorded in the field logs. The
backhoe can excavate a bucket's width to 2 feet bgs, bringing the soil to a safe ground
level away from the pit. The first 2 to 3 inches of soil in the front of the bucket will be
scraped away to expose a fresh soil face. A brass sleeve,. properly capped on one end, will
be hand pushed into the soil in the backhoe bucket (at the level closest to the teeth of the
bucket). The sleeve will be properly sealed and a directional arrow drawn to indicate the
sample direction. The emissions from (and the void. space) in the bucket will be
monitored with a vapor monitor and the results recorded. Soil should be returned to the
excavation.
Sample Identification and Labeling
Complete sample label infonnation and sample chain of custody infonnation prior to
collection of each sample, leaving sampling time for notation just after collection.
Label, bag, and place in foam holders in sample shipping container. Fill other containers
supplied by laboratory, and label and store in the same manner.
Check/complete the chain-of-custody fonn and sample logs, and secure the sample
storage/shipping container until delivered to the laboratory. Sample container should be
kept at 4° C with pre-chilled non-water icing material.
2000_04_1 70_sampling plan
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Appendix C
Laboratory Analytical Results
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I 19 Laboratories, Inc. . Chain of Custody Form
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Attn: I<ev\t\f M~LA"'i~ Project Name: f~à~lLP~ (L-
Street Address: l-l 0::' 2D ~ Project Code: ,~' i,~ì L_ .~,
City, State Zip: ~ 'PO (¡. í '))61 Samp]er(s): \L V'r\4lc:S.W1~""- .± df "hr .:~~lp·/¡~lRiJi1
Phone: "3'2"-t ~($1-Fax:S-¿i (O(~ '- :i/~(~Xj'ir&(u~; il~~~:; - '.l1
EmaiI Address: ù:v\l'.\.~.....e.I2AM· ~.( ~ . . . ~ r- _ ~ _,
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Submittal #, ,., . . I~ \r ~
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CHK BY DiSTRIBU liON
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j 6 414 Page-L of-L
Comments:
SaD~'p]e Matrix '"
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Are there any.tests with holding times Jess than
orë~s?----
o Yes ~o
* Standard Turnaround = 15 work days
Notes
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~ity:
ttn:
0#:
State
Zip
Report Drinking Sample Disposal ~ Special Reporting
Water~FOnn? o Return to Client Disposal by lab o Archive: Months J DOC DWIP D Raw Data
o Yes No ~~ (!tll (ót IT~Ó I ~~ ¡.Date 1/~~l{
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Send Copy to State of .. ~elinquisliediJý \ ,Date ¡Time 2~eceivet!!ly I Date ¡Time
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3, Relinquished By , I Date I Time 3, Received By .(ate ¡Time
:Ji en t:
.ddress:
BC Laboratories, Inc. - 4100 Atlas Ct. - Bakersfield, CA 93308 - 661.327.491l'':..{ax: 661.327.1918 _ www.bclabs.com
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