HomeMy WebLinkAboutMITIGATION (6)
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MICK HARDIN
Manager Environmental Remediation
The Burlington Northern & Santa Fe Railway Company
740 East Carnegie Drive
San Bernardino. CA 92408-3571
(909) 386-4081
May 18, 1998
01002724-61
REc~ ·r:r\7ED
MAY 2 2 1998
BY:
- ~ --
Mr. Brian Pitts
Kern County Environmental Health Services Department
2700 M Street, Suite 300
Bakersfield, CA 93301
Dear Mr. Pitts:
Enclosed f?r your review and further handling is copy of Risk Base~ Closure Assessment
cóvering former Navy Oil Company lease site near the corner of Union and Truxton Avenues,
Bakersfield, California.
Your timely review and issuance of closure documentation would be greatly appreciated. If
questions arise during your review of this report, please contact Mick Hardin at the above
telephone number.
Sincerely,
~J-j{~
Mick Hardin
Manager Environmental Remediation
Enclosure
cc Mr. Howard Wines
City of Bakersfield Fire Department
Office of Environmental Services
1715 Chester Avenue I 3rd Floor
Bakersfield, CA 93301 (w/o enclosure)
Mr. Tim Lassen
TRC Environmental Solutions, Inc.
21 Technology Drive
Irvine, CA 92718
I:\AMIPRO\SB\MEH051101.SAM
BNSF
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MICK HARDIN
Manager Environmental Remediation
The Burlington Northern & Santa Fe Railway Company
740 East Carnegie Drive
San Bernardino, CA 92408-3571
(909) 386-4081
March 4, 1998
01002724-61
Mr. Brian Pitts
Kern County Environmental Health Services Department
2700M Street, Suite 300
Bakersfield, CA 93301
Dear Mr. Pitts:
Enclosed for your review is copy of semi-annual monitoring report for July through Dec€mber
1997 covering the former Navy Oil Company lease site near the comer of Union and Truxton
Avenues, Bakersfield, California. This report covers monthly monitoring, maintenance of the
vapor extraction system and groundwater recovery system along with groundwater monitoring.
If questions arise during your review of this report, please contact Mick Hardin at the above
telephone number.
Sincerely,
~ ~tvLP ,
Mick Hardin
Manager Environmental Remediation
Enclosure
cc Mr. Howard Wines
City of Bakersfield Fire Department
Office of Environmental Services
1715 Chester Avenue, 3rd Floor
Bakersfield, CA 93301 (w/enclosure)
Mr. Tim Lassen
TRC Environmental Solutions I Inc.
21 Technology Drive
Irvine I CA 92718
I:\AMIPRO\SB\MEH022509.SAM
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TIIC Environmental
Solutions Inc.
21 Technology Drive
Irvine, California 92718
Telephone 714·727·9336
Facsimile 714·727-7399
February 10, 1998
Project No. 92-247
Mr. Mick Hardin
M~~~Ew~~emID~m~~oo
The Burlington Northern and Santa Fe Railway Comp~y
740 East Carnegie Drive
S~ Bernardino, CIDifornia 92408
SemiannuID Monitoring Report for July through December 1997
Ground Water Recovery and Vapor Extraction System
Former Navy Oil Company Lease Site
Bakersfield. CIDifornia
Dear Mr. Hardin:
This report summarizes the progress of the ground water recovery system ~d vapor
extraction system (VES) activities for July through December 1997 at the former Navy Oil
Comp~y Lease Site in Bakersfield, California. Enclosed are three copies, one for your file,
one to forward to Mr. Brian Pitts at the Kern County Department of Environmental HeIDth
Services (KCDEHS), and one to forward to Mr. Howard Wines at the City of Bakersfield
Fire Department, Office of EnvironmentID Services. Key activities included monthly
monitoring ~d mainten~ce of the YES ~d ground water recovery system, ~d ground
water monitoring.
Based on the verification sampling results provided to the KCDEHS in November 1997, the
YES unit was shutdown on January 31, 1998 and will be remòved from the site in February
1998. Pursuant to the KCDEHS letter dated J~uary 12, 1998, the extraction ~d vent wells
will remain and a risk assessment is being completed to eVIDuate potentiID risks associated
with air, soil and ground water exposure pathways based on future commercial/industrial site
use. The results of the risk assessment will be forwarded under separate cover.
1.0 INTRODUCTION
1. Figure 1 (attached) shows the ground water recovery system and the YES.
2. The YES consists of:
· Four vapor extraction wells (E-1 shIDlow [E-1S], E-1 deep [E-ID], .
E-2 ~d E-3).
· The fuel vapors are destroyed in a thermID oxidizer permitted by the
San Joaquin Valley Air Pollution Control District (SN APCD).
Samples of vapor from each extraction well are collected monthly to track the progress
of the YES. The monthly monitoring indicates that over the second hIDf of 1997, the
YES is extracting and burning on the average of approximately 42 pounds of
hydrocarbons per day.
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THC Environmental
Solutions Inc.
Mr. Mick Hardin
February 10, 1998
Page 2
3 . The ground water recovery system consists of:
· Ground water pumping from one monitoring well, MW -7. (A
pump was previously installed in Monitoring Well MW-4, but the
pump was vandalized and destroyed. The pump will be replaced, if
continued pumping is necessary.)
· The extracted ground water is pumped into a holding tank and then
discharged into the city industrial sewer under an Industrial
Wastewater Discharge (IWD) Permit issued by the City of
Bakersfield Public Works Department.
The effluent is sampled semiannually for IWD Permit compliance and parameter
concentrations have consistently been below permit limitations. Approximately
6,370 gallons of ground water were discharged from July through December 1997.
2.0 GROUND WATER MONITORING
1 . Semiannual sampling and gauging of seven monitoring wells onsite were completed on
December 22, 1997, and included the following activities:
· Measurement of depth to ground water.
· Measurement of thickness of free product, if present.
· Sampling and analysis of one sample from each monitoring well for
volatile fuel hydrocarbons (VFH), extractable fuel hydrocarbons (EFH),
and benzene, toluene, xylene and ethylbenzene (BTXE) by United States
Environmental Protection Agency (EPA) Methods 8015M/8020.
Figure 1 shows the locations of the monitoring wells.
VOLUME OF GROUND WATER RECOVERED
1 . Table 1 provides a summary of the volume of ground water pumped from MW -7 during
the second half of 1997. Approximately 6,370 gallons of water were discharged to the
industrial sewer from July 1997 through December 1997. To date, approximately
258,698 gallons of water have been recovered from ground water pumping activities.
GROUND WATER AND PRODUCT MEASUREMENTS
1 . On December 22, 1997, depth to ground water and free product thickness were measured
in MW-2, -3, -5, -6, -7 and -8. Ground water levels were not measured in MW-l and-7
since MW -7 is fitted with a recovery pump and MW -1 is within an area used by the City
of Bakersfield for stockpiling rubble and debris and is not accessible (i.e., covered
with rubble).
2. The recovery pump in Monitoring Well MW -7, was vandalized in early 1997. As an
interim measure, the pump in MW -4 was removed and placed in MW -7 on July 2, 1997.
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TRC Environmental
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Mr. Mick Hardin
February 10, 1998
Page 3
A replacement pump may be installed in MW -4 pending results of the risk assessment
discussed on page 1 of this letter.
3. Table 2 summarizes the historic water level and product thickness data. Free product
was not detected in the monitoring wells, however an oily sheen and a hydrocarbon
odor were present in samples taken from MW-2 and -4. Generally, ground water
elevations were approximately 1 foot higher than the previous monitoring event in
June 1997.
GROUND WATER OUALITY
1. Ground water samples collected from MW -2, -3, -4, -5, -6 and -8 were analyzed for
BTXE by EPA Method 8020, and for EFH and VFH by EPA Method 8015M. The
results are summarized in Table 3. The laboratory reports and Chain-of-Custody
forms are included in Attachment A.
2. Analytical results for Monitoring Wells MW-3, -5, -6 and -8 show EFH, VFH and
BTXE concentrations have consistently remained below detection.
3 . Monitoring Wells MW - 2 and -4 previously contained free product floating on the
ground water, but remediation activities have removed the free product and only an oily
sheen was observed in these wells. Analytical results indicate that dissolved phase
EFH, VFH and BTXE concentrations in MW-2 and -4 have decreased significantly
since the June 1997 monitoring event and have generally decreased over the last six
monitoring events.
4. MW -7 is located at the leading edge of the impacted ground water and dissolved phase
BTXE concentrations have decreased significantly to where only benzene concentrations
are slightly above drinking water standards.
IWD PERMIT COMPLIANCE SAMPLING
1 . Pursuant to a request by the City of Bakersfield Wastewater Division, the holding tank
was cleaned out using a pressure washer and vacuum truck on November 25, 1997.
The rinsate was transported as a nonhazardous waste and disposed at the McKittrick
Waste Disposal Site in McKittrick, California. A copy of the nonhazardous waste
manifest is included in Attachment B.
2. Samples of ground water discharged into the city sewer were collected on
December 30, 1997, and analyzed for the parameters required by the IWD Permit.
3 . The analytical results indicate that the effluent parameters are within the IWD Permit
limitations. A copy of the laboratory reports were forwarded to the City of Bakersfield
Public Works Department and to the KCDEHS. A copy of the last monitoring report
submitted to the City of Bakersfield is included in Attachment C.
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Solutions Inc.
Mr. Mick Hardin
February 10, 1998
Page 4
3.0 VAPOR EXTRACTION SYSTEM
1. Based on the confirmation sampling results provided to the KCDEHS in
November 1997 along with, the high cost of operating the YES and diminishing
performance, the YES unit was shutdown on January 31, 1998 and is being removed in
February 1998. Pursuant to the KCDEHS letter dated January 12, 1998, the extraction
and vent wells will remain and a risk assessment is being completed to evaluate potential
risks associated with air, soil and ground water pathways based on future
commercial/industrial use.
2. The YES uptime was approximately 75 percent during July through November.
However, due to weather-related shutdowns and mechanical failures, the YES was in
service for one day in December. The YES was in service during January 1998.
PERFORMANCE TRACKING
1. The YES is monitored montWy to ensure the equipment is operating properly and to
monitor the progress of remediation. Photo ionization detector (PID) readings of
influent and effluent volatile organic compound (VOC) concentrations indicated that the
thermal oxidizer was operating within the parameters of the SJV APCD pennit limits.
2. Pill readings and flow rates from each of the four extraction wells are summarized in
Table 4. The Pill readings are used for field-tracking of hydrocarbon levels in the
soil vapor.
3. YES vent well vacuum measurements are summarized in Table 5. The results show
vacuum levels in the vent wells which indicate the YES is effective to the perimeter of
the soil plume.
4. Vapor samples were collected from the four extraction wells on a montWy basis to track
the fuel hydrocarbon levels in the soil vapor and to also calculate the number of pounds
of hydrocarbons destroyed. The samples were analyzed by a State-certified laboratory,
and the results are shown in Table 6. The laboratory reports are included in
Attachment D.
The samples were tested for the following parameters:
· VFH: EPA Method 8015M
· BTXE: EP A Method 8020
Based on the VFH analysis results (see Table 6) and the flow from each well
(see Table 4), the pounds ofVOCs destroyed each month since startup on
December 7, 1994 are shown below. These results indicate the pounds ofVOCs
destroyed per day have decreased from 300 to 400 pounds per day during the first
months of startup to 50 pounds per day in November 1997. The supporting
calculations are shown in Attachment E.
5. Figure 2 shows YES efficiency and indicates the pounds of fuel destroyed per day have
decreased to asymtotic levels and are no longer decreasing.
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TIIC Environmental
Solutions Inc.
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Mr. Mick Hardin
February 10, 1998
Page 5
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VOCs DESTROYED VOCs DESTROYED
MON1H PER DAY DAYS IN-SERVICE PER MONTH
(pounds) (pounds)
December 1997 - - -
November 1997 50 11 550
October 1997 50 23 1,150
September 1997 52 30 1,560
August, 1997 31 22 682
July 1997 31 28 868
June 1997 44 12 528
May 1997 54 22 1,188
April 1997 59 23 1,357
March 1997 66 16 1,056
February 1997 66 22 1,452
January 1997 - - -
December 1996 30 16 480
November 1996 112 9 1,008
October 1996 119 21 2,499
September 1996 123 13 1,599
August 1996 94 28 . 2,632
Ju1y 1996 107 31 3,317
June 1996 90 30 2,700
May 1996 159 31 4,929
April 1996 187 26 4,862
March 1996 116 30 3,480
February 1996 165 14 2,310
January 1996 165* 18 2,970
December 1995 165 23 3,795
November 1995 173 12 2,076
October 1995 93 8 744
September 1995 217 30 6,510
August 1995 95 4 380
Ju1y 1995 135 23 3,105
June 1995 148 30 4,440
May 1995 146 31 4,526
Apri11995 78 26 2,028
March 1995 210 21 4,410
February 1995 328 21 6,888
January 1995 447 18 8,046
December 1994 211 17 3,587
Cumulative Total Since Startup (December 7, 1994): 93,712
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* Average of December 1995 and February 1996.
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TRC Environmental
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Mr. Mick Hardin
February 10, 1998
Page 6
4.0 SITE CLOSURE STATUS
1 . Verification sampling was conducted in August 1997, and in response to the results, the
KCDEHS January 12, 1998 letter requested a risk assessment to evaluate potential risks
associated with residual hydrocarbon concentrations in the soil and ground water prior
to closure of the remediation systems.
2. A cursory analysis using the Standard Guide for Risk-Based Corrective Action Applied
at Petroleum Release Sites (RBCA) was performed using the residual levels of BTXE
and total fuel in the soil and ground water, to calculate the baseline carcinogenic risk and
hazard index for air, ground water and soil exposure pathways based on future
commercial/industrial site use. The results indicate the RBCA approach could support a
no further action recommendation for the soil which could allow removal of the YES.
3. Based upon preliminary RBCA results, the YES was shutdown on January 31, 1998
and will be removed in February 1998. The extraction and vent wells will remain until
the KCDEHS approves RBCA and abandonment of the wells.
4. RBCA analyses, when completed, will determine whether ground water pumping and
remediation need to be continued. If required, the ground water recovery system would
be continued another six months (January through June 1998). Fuel concentrations in
the ground water would then be reviewed against RBCA to determine if further
operation of the ground water recovery system is necessary.
5. The RBCA results will be provided under separate cover.
Please call if you have any questions.
Sincerely,
þ~æ~
Matthew R. Eaton, R.G.
Project Manager
MRElJA:js
Enclosures .
cc: Tim Lassen
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TABLE 1
1996 SUMMARY OF GROUND WATER DISCHARGE
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
1997 1997
DESCRIPTION TOTAL
January - June 1997 July - December 1997
Ground Water Discharged into Sanitary Sewer 21,178 6,370 27,548
Under IWD Permit (gallons)
Cumulative Total(l) 258,698
92-247 (2/1 O/98/js)
(1) Cumulative effluent pumped from MW-4 and MW-7.
TIIC
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(I)
(2)
(3)
(4)
(5)
. (6)
(7)
(8)
(9)
(10)
(II)
TABLE 2
GROUND WATER ELEVATION SUMMARY
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
Page I of 2
TOP OF DEPTH TO UNCORRECfED THICKNESS EQUNALENT CORRECfED
MONITORING CASING DATE WATER(2) WATER LEVEL OF FREE WATER WATER LEVEL
WELL NO. ELEV A TlON(I) (feet) ELEV ATION(I) PRODUcr THICKNESS(3 ELEV ATION(4)
(feet) (feet) (feet) (feet) (feet)
MW-l 399.98 December 1997 (5) (5) (5) (5) (5)
June 1997 (5) (5) (5) (5) (5)
December 1996 (5) (5) (5) (5) (5)
June 1996 (5) (5) (5) (5) (5)
December 1995 (5) (5) (5) (5) (5)
June 1995 (5) (5) (5) (5) (5)
March 1995 (5) (5) (5) (5) (5)
February 1992 100.09 299.89 0.00 0.00 299.89
January 1990 99.02 300.96 0.00 0.00 300.96
December 1988 99.67 300.31 0.00 0.00 300.31
MW-2 400.28 December 1997 100.32 299.96 0.00(6) 0.00 299.96
June 1997 102.92 297.36 0.00(6) 0.00 297.36
December 1996 99.59 300.69 0.00(6) 0.00 300.69
June 1996 100.5 5 299.73 0.00(6) 0.00 299.73
December 1995 100.13 300.15 0.00 0.00 300.15
June 1995 100.62 299.66 0.10 0.08 299.74
March 1995 99.88 300.40 0.00 0.00 300.40
February 1992 102.35 297.93 0.02 0.01 297.94
January 1990 101.62 298.66 0.58 0.44 299.10
December 1988 102.96 297.32 0.58 0.44 297.76
MW-3 401.40 December 1997 101.26 300.14 0.00 0.00 300.14
June 1997 101.50 299.90 0.00 0.00 299.90
December 1996 100.57 300.83 0.00 0.00 300.83
June 1996 10 1.36 300,04 0.00 0.00 300.04
December 1995 101.03 300.37 0.00 0,00 300.37
June 1995 10 1.15 300.25 0.00 0.00 300.25
March 1995 100.20 300.70 0.00 0.00 300.70
February 1992 102.70 298.70 0.00 0.00 298.70
January 1990 102.08 299.32 0.00 0.00 299.32
December 1988 102.40 299.10 0.00 0.00 299.10
MW-4 398.20 December 1997 102.38 295.82 0.00 0.00 295.82
June 1997 (8) (8) (6)(8) (6)(8) (8)
December 1996 (8) (8) (6)(8) (8) (8)
June 1996 (8) (8) (6)(8) (8) (8)
December 1995 (8) (8) (8) (8) (8)
397.32(7) June 1995 (8) (8) (8) (8) (8)
. March 1995 102.38 294.94 0.25 0.19 295.13
February 1992 105.25 292.95 0.25 0.19 292.76
January 1990 100.88 297.32 0.00 0.00 297.32
Elevations in feet above mean sea level established by vertical transit survey, referenced from benchmark No. 363
(elevation 408 feet) located at the Santa Fe Union Avenue overpass,
Measured and/or referenced from top of casing of each monitoring well.
Specific gravity of product assumed to be approximately 0.76. Equivalent water thickness is equal to the thickness of the free product
multiplied by the specific gravity of product
Equal to the equivalent water thickness of the free product added to the uncorrected water level elevation.
MW - I could not be located. and was not sampled.
Gasoline odor and sheen on water surface.
New elevation after casing cut down 0.88 feet during installation of vault in April 1993.
MW -4 and MW -7 were not measured due to pump installations.
New elevation after casing cut down 0.89 feet during installation of vault in April 1993.
Free product was observed during purging activities in June 1997. Purging was discontinued and a
recovery pump was replaced in MW-7 and started on July 2.1997.
Not measured due to pumping.
TIIC
TOP OF DEPTH TO UNCORRECfED THICKNESS EQUN ALENT CORRECfED
MONITORING CASING DATE WATER(2) WA1ERLEVEL OF FREE W A1ER W A1ER LEVEL
WELL NO. ELEVATION(I) (feet) ELEV A TION(I) PRODUcr THICKNESS(3 ELEV ATION(4)
(feet) (feet) (feet) (feet) (feet)
MW-5 402.22 December 1997 102.37 299.85 0.00 0.00 299.85
June 1997 102.73 299.49 0.00 0.00 299.49
December 1996 10 1.60 300.62 0.00 0.00 300.62
June 1996 102.54 299.68 0.00 0.00 299.68
December 1995 102.12 300.10 0.00 0.00 300.10
June 1995 102.36 299.86 0.00 0.00 299.86
March 1995 101.86 300.36 0.00 0.00 300.36
February 1992 104.15 298.07 0,00 0.00 298.07
January 1990 103.08 299.14 0.00 0.00 299.14
MW-6 401.56 December 1997 101.51 300.05 0.00 0.00 300.05
June 1997 101.93 299.63 0.00 0.00 299.63
December 1996 100.70 300,86 0.00 0.00 300.86
June 1996 101.69 299.87 0.00 0.00 299,87
December 1995 101.23 300.33 0.00 0.00 300.33
June 1995 101.53 300.03 0.00 0.00 300.03
March 1995 101.01 300.55 0,00 0.00 300.55
March 1992 103,35 298.21 0.00 0.00 298.21
January 1990 102.38 299.18 0.00 0.00 . 299.18
MW-7 400.54 December 1997 (II) (II) (II) (II) (II)
June 1997 (10) (10) (10) (10) (10)
December 1996 (8) (8) (6)(8) (8) (8)
June 1996 (8) (8) (6)(8) (8) (8)
December 1995 (8) (8) (8) (8) (8)
June 1995 (8) (8) (8) (8) (8)
399.65(9) March 1995 101.80 297.85 0.00 0.00 297.85
February 1992 107.95 292.59 0.50 0.38 292.21
MW-8 402.25 December 1997 10 1.12 301.13 0.00 0.00 301.13
June 1997 101.90 300.35 0.00 0.00 300,35
December 1996 100.32 301.93 0.00 0.00 301.93
June 1996 101.47 300.78 0.00 0.00 300.78
December 1995 100.88 301.37 0.00 0.00 301.37
June 1995 101.22 301.03 0.00 0.00 301.03
March 1995 100.69 301.56 0.00 0.00 301.56
March 1992 103.00 299.25 0.00 0.00 299.25
TABLE 2
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GROUND WATER ELEVATION SUMMARY
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
(Continued)
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(I) Elevations in feet above mean sea level established by vertical transit survey. referenced from benchmark No. 363
(elevation 408 feet) located at the Santa Fe Union Avenue overpass.
(2) Measured and/or referenced from top of casing of each monitoring well.
(3) Specific gravity of product assumed to be approximately 0.76. Equivalent water thickness is equal to the thickness of the free product
multiplied by the specific gravity of product.
(4) Equal to the equivalent water thickness of the free product added to the uncorrected water level elevation.
(5) MW-I could not be located. and was not sampled.
(6) Gasoline odor and sheen on water suñace.
(7) New elevation after casing cut down 0.88 feet during installation of vault in April 1993.
(8) MW -4 and MW -7 were not measured due to pump installations.
(9) New elevation after casing cut down 0.89 feet during installation of vault in April 1993.
(10) Free product was observed during purging activities in June 1997. Purging was discontinued and a recovery pump was replaced in
MW-7 and started on July 2,1997.
(11) Not measured due to pumping,
Page 2 of 2
92-247 (2I5198/ks)
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TABLE 3
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GROUND WATER
ANALYTICAL RESULTS
FORMER NA VY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
..... '" .. .....L_
EPAMEfHOD 80l5M EPA METIIOD 602
MONITORING DA1E FREE EFH YFH Benzene Toluene Xylenes Ethylbenzene
WELL PRODUcr
(mg/L)(I) (mgIL)(2) (mgIL) (mgIL) (mgIL) (mgIL)
MW-2 12/22/97 -- 23 22 0.024 0,0047 0.092 0.066
6/18/97 -- 520 7,0 0.023 0.0009 0.076 0.045
12/19/96 Pink color, odor 0.018 3.3 0.025 0.005 0.052 0.125
6/27/96 Sheen & odor NA NA NA NA NA NA
12/14/95 -- 30 2.4 0.028 0.011 0.170 0.081
6/21/95 1.25 inches NA NA 0.38 0.29 0.45 0.1
3/15/95 -- 46 11 0.47 0.18 0.52 0.18
MW-3 12/22/97 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/18/97 -- 0.54 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12/19/96 -- <0,0005 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/27/96 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12/14/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/21/95 -- <0.5 <0,5 <0.0003 <0.0003 <0.0005 <0.0005
3/15/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
MW-4 12/22/97 -- 9.2 7.4 0.0038 0.003 0.089 0.130
6/18/97 -- 450 6.5 0.017 0.0008 0.13 0.060
12/19/96 Sheen & odor 0.69 81.0 0.067 <0.003 0.31 0.046
6/27/96 Sheen & odor NA NA NA NA NA NA
12/14/95 -- 22 5.0 0.042 0.016 0.76 0.190
6/21/95 Observed in NA NA 0.052 0.053 0.68 0.072
pump discharge
3/15/95 3 inches 7,800 5,400 < 1.5(3) < 1.5(3) <2.5(3) <2.5(3)
MW-5 12/22/97 -- <0.05 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/18/97 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12/19/96 -- <0.0005 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/27/96 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12/14/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/21/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
3/15/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
f2
p
T'RC
= Extractable Fuel Hydrocarbons.
= Volatile Fuel Hydrocarbons.
= Not Analyzed.
= Less than detection limit shown.
= Not Observed.
= Shading indicates location of recovery pumps.
EFH
VFH
NA
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EFH quantitated against a diesel standard (C7-C30).
VFH quantitated against a gasoline standard (C6-CI4).
Detection limits are elevated due to interferences from
the high concentrations of EFH and VFH.
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TABLE 3
GROUNDWATER
ANALYTICAL RESULTS
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
(Continued)
& - - - _a _
EPA METHOD 80l5M EPA METHOD 602
MONITORING DA1E FREE EFH VFH Benzene Toluene Xylenes Ethylbenzene
WELL PRODUcr
(mg/L)(1) (mg/L)(2) (mg!L) (mg!L) (mg!L) (mg!L)
MW-6 12/22/97 _. <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6118/97 -. 0.65 <0,05 <0.0003 <0.0003 <0.0005 <0.0005
12/19/96 -- <0.0005 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6127/96 .- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12114/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/21/95 -- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
3115/95 .- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12122197 .- 12 4.7 0.0086 0.0003 0.028 0.0097
6118/97 Yes NA NA NA NA NA NA
12119/96 Sheen & odor 0.0087 7.8 0.18 <0.003 0.14 0.26
6127196 Sheen & odor NA NA NA NA NA NA
12114195 -- n 4.9 0.22 <0.0003 0.210 0.054
6/21195 Observed in NA NA 0.705 0.780 4.5 0.250
pump discharge
3/15195 Sheen 4.0 4.0 0.52 0.057 0.29 0.073
MW·8 12/22/97 -. <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6/18197 -- <0.05 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12/19196 .- <0.0005 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6127196 .- <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
12/14195 -. <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
6121195 .. <0.5 <0.05 <0.0003 <0.0003 <0.0005 <0.0005
3/15195 _. <0.5 <0.05 <0.0003 0.00083 <0.0005 <0.0005
f2
2
p
TAC
(2I5/98/ks)
92-247
Extractable Fuel Hydrocarbons.
Volatile Fuel Hydrocarbons.
Not Analyzed.
Less than detection limit shown.
Not Observed.
Shading indicates location of recovery pumps.
-
EFH
VFH
NA
<
~.........."".'...'.
L...:2lliJ
EFH quantitated against a diesel standard (C7-C30).
VFH quantitated against a gasoline standard (C6-CI4),
Detection limits are elevated due to interlerences from
the high concentrations of EFH and VFH.
(I
(2
(3
.
.
TABLE 4
.
EXTRACTION WELL
PID AND FLOW RATE
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
EXTRACfION WELL
DAlE E-lS E-lD E-2 E-3
Flow Pill Flow Pill Flow Pill Flow Pill
. (cfrn) (cfrn) (cfrn) (cfrn)
11/17/97 75 75 65 95 65 71 45 80
10/28/97 75 192 65 157 65 66 45 140
9/15/97 75 115 65 122 65 98 45 160
8/8/97 75 110 65 85 65 80 45 100
6/18/97 75 248 75 412 65 158 45 228
5/29/97 75 303 75 312 65 166 35 335
4/24/97 75 230 75 335 65 142 35 265
3/26/97 75 NM 65 NM 65 NM 45 NM
2/26/97 75 730 65 780 65 580 45 380
1/26/97 -- n -- n -- -- -- --
12/29/96 75 520 65 520 65 520 45 260
11/26/96 75 520 65 520 65 520 45 130
10/31/96 75 650 65 650 65 390 45 520
9/30/96 65 85 60 40
8130/96 65 NM 85 NM 60 NM 40 NM
7/19/96 65 181 85 514 62 162 40 231
6/28/96 65 176 80 281 62 118 43 151
5/22/96 63 392 81 483 62 262 44 576
4/26/96 63 210 85 228 62 36 40 197
3/19/96 67 126 74 310 70 105 39 149
2/28/96 75 343 79 464 64 416 32 171
1/24/96 NM-l NM-l NM-l NM-l NM-l NM-l NM-l NM-l
12/14/95 85 741 80 1,099 60 285 25 944
11/30/95 85 NM 80 NM 60 NM 25 NM
11/2/95 85 290 80 264 60 90 25 280
9/28/95 69 160 69 135 71 77 51 153
8/28/95 48 NM 57 NM 64 NM 51 NM
7/25/95 57 123 66 117 68 76 64 130
92-247 (2I3/98/cl
= Photoionization Detector.
= Cubic feet per minute.
= Not measured due to Pill failure.
= Not measured due to thermal oxidizer failure.
Pill
cfm
NM
NM-
TIIC
Notes:
I. Piping from each extraction well is equipped with a pitot tube to measure flow rate and a sample port to sample welI gas.
2. Flow rates are calculated from differential pressure measurements recorded at the pi tot tube in the piping from each extraction we I
3. Pill readings are measured at the sample port in the piping from each extraction well.
.
.
5
V ACUUM READING FROM VES VENT WELLS
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
TABLE
(inches of water)
DATE AND VACUUM READING
VENT
WELL NO.
11/17/97
10/28/97
-
0.83
9/15/97
8/8/97
5/29/9716/18/97
4/24/9~
3/26/97
12/29/9612/26/97
11/26/96
10/31/96
7/19/961 8/30/96
2/28/961 3/19/961 4/26/961 5/22/961 6/28/96
1/24/96
12/14/96
11/30/95
11/2/95
9/28/95
8/28/95
7/25/95
0.90
68
1
0.32
0.77
0.76
11
1
0.70
0.35
1.10
0.87
25
1
0.80
0.77
1.49
1.35
0.31 (2)
0.98
28
1
(I)
>1.0
0.78
0.54
>1.0
0.25
NM
V-I
0.85
0.75
1.68
NM
NM
0.5
0.99
0.54
0.17
1.10
0.75
15
1
.067
0.64
1.42
1.30
0.20(2)
0.87
20
1
(1)
>1.0
0.54
0.36
>1.0
0.15
NM
V-2
0.91
0,78
78
1
0.10
0.62
0.57
0.93
0.46
0.10
00
1
0.69
1.15
0.63
0.60
1.47
1.30
0.06(2)
0.82
20
1
)
( 1
0.9
0.44
0.30
o
>1
0.13
NM
V-)
0.78
0.80
0.90
0.30
NM
NM
0.40
NM
0.10
NM
0.45
NM
0.40
0.40
0.80
0.70
0.10(2)
0.53
(3)
(1)
>1.0
0.40
0.28
0.60
0.12
NM
V-4
0.69
0.74
1.48
0.30
0.67
0.63
0.90
0.57
0.26
0.95
0.72
10
1
0.68
0.64
1.23
1.15
0.38(2)
0.83
1.10
(1)
>1.0
0.64
0.44
>1.0
0.22
NM
V-5
.
0.60
0.53
1.21
10
o.
0.47
0.47
0.74
0.47
0.18
0.85
0.58
0.90
0.50
0.49
1.10
1.05
0.08(2)
0.70
00
1
(1)
0.90
0.51
0.30
0.95
0.10
NM
V-6
0.55
0.48
1.18
0.10
0.46
0.41
0.68
0.37
0.13
0.85
0.53
0.85
0.45
0.44
1.02
1.00
0.12(2)
0.63
0.90
(1)
0.84
0.45
0.22
0.85
0.08
NM
V-7
0.62
0.60
1.64
0.10
0.52
0.50
0.91
0.41
0.10
0.90
0.63
1.05
0.57
0.50
39
1
1.20
0.03(2)
0.78
1.15
(1)
>1.0
0.49
0.24
>1.0
0.05
NM
V-8
Oxidizer Manifold
Vacuum
30
30
30
29
30
30
30
30
30
35
35
35
33
32
35
33
36
34
34
(1)
30
30
27
46
45
52
(213198/cl)
92-247
after thennal oxidizer restarted.
Thermal oxidizer was off and could not be restarted. No measurement taken.
Thermal oxidizer was found off. Measurements taken only shortly (1 to 3 hours)
Well was covered by standing water.
(1)
(2)
(3)
TIIC
NM = Not measured.
'.
.
.
.
TABLE 6
ANALYTICAL RESULTS OF VAPOR SAMPLES
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
E-3
Hydrocarbon Analyses (ppmv)
Total Ethy1-
Xylenes benzene
19
21
20
19
2.1
2.0
2.0
2.1
3.9
9.9
5.0
9.9
6.6
5.4
2.9
Toluene
2.0
3.4
3.3
Benzene
39
90
35
100
82
55
26
3.8
3.5
5.7
18
12
12
10
6.7
2.4
ND
12
.4
2.1
0.56
ND
1.0
1.1
1.0
1
1
5
2
3.7
3.6
VFH
670
660
710
440
Ethyl-
benzene
ND
780
820
870
,100
,100
830
210
160
.700
,500
14
13
40
13
26
92·247 (213/98/js)
TIIC
ND
1
7.9
4.5
15
16
18
20
18
39
37
1
1
76
55
31
100
99
110
107
110
200
240
84
95
92
9.8
7.2
23
25
30
27
33
61
77
30
31
120
44
100
3.0
2.5
1.5
5.4
4.6
5.4
5.3
5.9
9.6
12
4.9
5.4
12
I
I
1,100
1,300
1.600
2.500
3.500
2.200
2,200
1,900
1,800
1,300
4,000
1.400
2,800
0.81
0.63
0.48
0.66
0.71
2.5
0.98
1.6
1.5
ND
12
14
1.1
1.1
2.8
2.6
3.2
0.9
3.4
10
ND
ND
ND
6.5
11
4.9
E-2
Analyses (ppmv)
Total
Xy1enes
2.4
EXTRACTION WELL
Hydrocarbon
Toluene
ND
0.17
3.8
2.8
2.6
4.7
3.1
29
5.4
11
14
ND
Benzene
ND
ND
ND
0.13
2.1
0.20
0.13
0.81
ND
12
17
ND
ND
ND
ND
ND
ND
0.67
ND
ND
ND
ND
97
92
7.5
5.4
13
14
18
4.0
17
53
14
6.5
13
14
0.38
0.23
0.72
0.9
0.9
0.8
ND
1.9
ND
4
36
11
4.1
4.2
1.9
4.9
4.6
0.91
12
5.8
12
3.7
15
ND
2.9
6.3
(ppmv)
Total
Xylenes
32
29
32
IS
E-lD
Hydrocarbon Analyses
3.4
4.0
0.6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Sol
0.9
43
34
3.7
00
58
84
26
100
VFH
220
320
290
170
260
330
700
93
490
320
ND
1.400
2,000
1,000
510
590
540
290
160
580
720
460
380
410
800
1,200
500
Ethyl-
benzene
3.7
Toluene
5.3
8.7
9.5
9.1
7.0
13
14
23
24
21
55
65
25
22
50
9.7
14
Benzene
2.1
3.0
2.6
1.8
4.2
50
38
130
82
130
ISO
120
140
140
100
64
00
290
380
4.4
9.2
10
0.24
19
13
20
9.7
21
ND
~
13
36
29
45
41
41
91
Ethyl-
benzene
0.88
1.6
1.1
1.8
1.7
2.1
E-1S
Hydrocarbon Analyses (ppmv)
Total
Xylenes
13
16
15
2.6
2.5
ND
5.6
3.9
5.2
2.9
4.9
150
50
56
142
ND
3.3
2.3
7.7
5.1
7.6
8.6
7.5
13
17
7.9
8.6
16
4.6
6.6
VFH
910
770
740
410
560
790
410
1,100
650
1,700
550
1,800
490
1.600
1,500
1,500
1,100
2,500
2.800
2,000
3.300
3,100
2,700
1,500
3,500
1,200
1,300
DATE
Toluene
3.7
7.3
5.6
4.3
4.0
8.3
8.6
7.0
4.2
15
11
15
15
12
25
19
11
13
21
13
17
20
27
32
28
97
89
60
41
0.85
0.90
1.0
2.0
0.91
1.8
6.7
3.6
5.8
2.6
1.5
2.4
4.6
5.0
3.1
11
10
17
16
15
35
30
16
23
65
36
55
Benzene
8.1
5.8
7.9
-
Volatile Fuel Hydrocarbons.
Not detected.
Parts per million by volume.
77
82
53
34
110
81
110
120
79
160
140
72
100
190
64
130
0.73
0.39
0.42
0.83
0.29
0.61
1.7
1.5
2.2
0.96
1.0
1.4
1.8
3.6
1.6
3.2
2.6
4.8
4.4
4.0
6.3
6.7
3.4
4.0
VFH
580
590
11117/97
10/28/97
9/15/97
8/8/97
6/18/97
690
430
500
660
830
880
920
850
5/29/97
4/24/97
3/26/97
2/26/97
2/5197
12/29/96
I 1/26/96
10/31/96
550
1.500
1,800
1,600
1,100
1,500
1,100
2.100
2.500
1.000
1.500
2,000
2,600
1,100
1,900
1.300
1,600
9/30/96
8130196
7/19/96
6/28196
5/22/96
4/26/96
3/19/96
2/28/96
12/14/95
I 1/30/95
1I/2/95
9/28/95
8/28/95
7/25/95
86
200
6.5
10
75
38
31
56
VFH =
ND =
ppmv =
.
.
.
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en
w
a:
::J
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ro.
Recyclable and made from recycled paper. ì6S
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e'
.
I
~
I
II
9
....
~
~ ~ MW-1
en
~
01
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/"-'\ r FOOTPRINT OF
I ,.(. VADOSEZONEPWME
f"+"E:v-iJ-~\-"-"-";'
I I ,,' ! :i
î f-6 _-6 ", j 11
i \ \ 1 MW·
x, ' \ I POWER POLE ~
"\ E-15 V-2 \ ~GASMffiH
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MW-6, V-1 G-š--G-
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x \ ~c--c-- I
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1 " j ~T~~ I x G1
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MW-7~ v- I
SEWER
CONNECTION
(IWD PERMIT)
\ I I
"..!........../
GEO WESTERN WAREHOUSE BUILDING
(SINGLE STORY)
LEGEND
----
BNSF PROPERTY BOUNDARY
SECURITY ÆNCE
-)(-)(-
-E-E- ElECTRICAL LINE FOR THERMAL OXIDIZER
G- NATURAL GAS LINE FOR
- G- SUPPLEMENTAL RJEl
0-- EXISTING CONDUIT FOR GROUND WATER
- C- PUMPING OPERATION (BURIED 3 ÆET BGS)
- -S8- - EXISTING 14" DIAMETER SANITARY SEWER
~ MW-5 MONITORING WELL
o
I
60
,
SCALE
eV-7
- -. V-4
VES VENT WElL
26' ANGLE VES VENT WELL
SITE PLAN '
@ E-1D VES EXTRACTION WEll
2' PVC WELL VAPOR PIPING
FORMER NAVY OIL COMPANY SITE
1433 UNION AVENUE
BAKERSFIELD. CALIFORNIA
1IIC FIGURE 1
W
::J
Z
W
~
Z
o
Z
::J
SANITARY
SEWER
MANHOLE
120 FEET
!
. . .
Figure 2
VOC Destruction Data
450 - - - - -
400
350 -
~
~
'"' 300,
QJ
~
~
ð 250·
6
~
_ 200,-
QJ
=
~ e ~
~
o 150,- .....
¡,)
"Q -
~ .......
100 ..,¡ ....
50 ~
Carbon Becomes Cost-Effective ...............
- - . - - -- - --- - - --
0 -+- + -+- + +--+- + I I I -+- - f -+---+
~ If') If') If') If') If') If') \0 \0 \0 \0 \0 \0 r- r- r- r- r-
0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\ 0\
U .0 ~ d bÕ ....; u .D ~ d bÕ ....; u -.D ~ d bÕ ....;
Q) ~ 0.. :3 :3 u Q) ~ 0.. :3 :3 u Q) N 0.. :3 :3 u
Q < ...... < 0 Q < ...... < 0 Q .D < ...... < 0
~
Month
.,.IIC
·
·
·
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ro.
Recyclable and made from recycled paper, ì6S
'.
ATTACHMENT A
GROUND WATER LABORATORY REPORTS
.
.
I
TIIC
.
I .
... ...
'W/m.--'
--
--
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
TRC/Environmental Solutions
ATTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
Client Project ID: BNSF-Navy Oil
Client Project #: 92-247
Analysis Method:
8015m/ 8020
Laboratory Reference #: ESI9840
Sampled:
Received:
Analyzed:
Reported:
12/23/97
12/24/97
12/29/97
12/30/97
Sample Description: Water
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION (EPA 8015M/8020)
Laboratory
Sample
Number
Client
Sample
Number
Volatile Fuel
Hydrocarbons
ug/I
(ppb)
Benzene
ug/I
(ppb)
Toluene
ug/I
(ppb)
Ethyl
Benzene
ug/l
(ppb)
Total
Xylenes
ug/l
(ppb)
Surrogate
Recovery
TFT*
(%)
97120550 MW-3 N.D. N.D. N.D. N.D. N.D. 98
97120551 MW-5 N.D. N.D. N.D. N.D. N.D. 96
. 97120552 MW-8 N.D. N.D. N.D. N.D. N.D. 97
97120553 MW-6 N.D. N.D. N.D. N.D. N.D. 95
91120554 MW-4 7,400 3.8 3.0 130 89 98
97120555 MW-2 22,000 24 4.7 66 92 103
97120556 MW-7 4,700 8.6 N.D. 9.7 28 99
Detection Limit: 50 0.3 0.3 0.5 0.5
Volatile Fuel Hydrocarbons are quantitated against a gasoline standard. Hydrocarbons detected
by this method range from C6 to C14. Analytes reported as N.D. were not present above the
stated limit of detections.
\}
* alpha, alpha, alpha-trifluorotoluene
Orange coa~lytical
~ø# ~
Mark Noorani
Laboratory Director
.
I .
.... -.
..... .....
~
--
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
·
TRC/Environmental Solutions
ATTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
Client Project ID: BNSF-Navy Oil
Client Project #: 92-247
Analysis Method: EPA 3510/8015m
Sample Description: Water
Sampled: 12/23/97
Recevied: 12/24/97
Analyzed: 12/29/97
Reported: 12/30/97
Laboratory Reference #: ESI 9840
EXTRACTABLE FUEL HYDROCARBONS (EPA 8015MJ
Laboratory
Sample
Number
Client
Sample
Number
Extractable Fuel
Hydrocarbons
(mg/l)
97120550 MW-3 N.D.
97120551 MW-5 N.D.
97120552 MW-8 N.D. ·
97120553 MW-6 N.D.
97120554 MW-4 9.2
97120555 MW-2 23
97120556 MW-7 12
Detection Limit: 0.5
Extractable Fuel Hydrocarbons are quantitated against a diesel standard.
Hydrocarbons detected by this method range from C7 to C30.
Analytes reported as N.D. were not present above the stated limit of detection.
ORANGECO~CAL
~~. .
Mark Noorani
Laboratory Director
·
.
I .
... ...
...,..,
--
..u:.._
--
ORANGE COAST ANAL YTICAL, INC. '
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
QC DATA REPORT
Analysis: EPA 5030 18015m 18020
Date of Analysis : 1 2/29/97
Laboratory Sample No : OCA 100
Laboratory Reference No : ESI 9840
Analyte
Benzene
R1 SP MS MSD PR1 PR2 RPD
(ppb) (ppb) (ppb) (ppb) % % %
0.0 5.0 5.0 4.9 100 98 2
0.0 5.0 5.3 5.2 106 104 2
0.0 5.0 5.4 5.3 108 106 2
0.0 250 271 270 108 108 0
Toluene
Ethylbenzene
Hydrocarbons
. Definition of Terms :
R1
Results Of First Analysis
SP
Spike Concentration Added to Sample
MS
Matrix Spike Results
MSD
Matrix Spike Duplicate Results
PR1
Percent Recovery Of MS: {(MS-R1) I SP} x100
PR2
Percent Recovery Of MSD: {(MSD-R1) I SP} x 100
RPD
Relative Percent Difference: {(MS-MSD) I (MS + MSD)} x 100 x 2
. ORANGE COAST ANALYTICAL
~~
MARK NOORANI
Laboratory Director
I .
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--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
QC DATA REPORT
Analysis: Extractable Fuel Hydrocarbons (EPA 8015m)
Date of Analysis : 12/29/97
laboratory Sample No : OCA 100
laboratory Reference No : ESI 9840
Analyte
SP
(ppm)
MS
(ppml
MSD
(ppm)
PR1
%
PR2
%
RPD
%
R1
(ppm)
Hydrocarbons
0.0
5.0
3.1
62
70
12
3.5
Definition of Terms:
R1
Results Of First Analysis
SP
Spike Concentration Added to Sample
MS
Matrix Spike Results
MSD
Matrix Spike Duplicate Results
PR1
Percent Recovery Of MS: {(MS-R1) / SP} x100
PR2
Percent Recovery Of MSD: {(MSD-R1) / SP} x 100
RPD
Relative Percent Difference: {(MS-MSD) / (MS + MSD)} x 100 x 2
ORANGE COAST ANALYTICAL
~~
MARK NOORANI
Laboratory Director
.
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Date: I ~ J~...5.::l...-
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;, ,.,' ~.;;,> all rem~lnIng materlal(s) wDl be returned to the client ror eventual disposal at a Ucensed radllty.
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ENVIRONMENTAL SOLUTlONS,INe.·
. 1172 Pelican Bay Drive
Daytona Beach, Florida· 32119
18' ENVIRONMENTAL SOLUTIONS, INe. C
21 Technology Drive
Irvine, California 92718
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[] ENVIRONMENTAL SOLUTIONS, INe. [] ENVIRONMENTAL SOLUTIONS, INe.
, 1201 N. McDowell Boulevard 2815 MitcbcU Drive, Suite 103
Petaluma, California 94954 Walnut Creek, ÇIIifomi~;;?1.S.98
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ATIACHMENT B
NONHAZARDOUS WASTE MANIFEST
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NON-HAZARDOUS WASTE MANIFEST
PROFILE NO.
12?S1110rK
o PHOENIX
07390
1-800-458-3036
BAKERSFIELD 0 YOLO
NOTE: \ This form to be in lieu of the Toxic Substance Controls hazardous
waste manifest. To be used for NON-HAZARDOUS WASTES only.
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Name:
BURLINGTON/NORTHERN & SANTA FE RAILWAY COMPANY
rift) 134ST W-{qIJ~/~ DJ2, 5'IJA ~M.l)"Jf) I t.,A. &};1..'//)';
¡~J3 UNION AV~ / FORMER NAVY OIL LEASE SITE
Mailing Address:
City I State I Zip:
BAKERSFIELD) CA
111/1 tK.ltn¡¿VJN (' /3ÞJ5F)
Phone No' 714/727-9336 Contact: MATT EATON (TRC)
Signature; X ÁlUlt:J t'a.:f(f,- Date: NéV. I. ;z..~ I. J9'i7-
,
I THE GENERATOR CERTIFIES THAT THE WASTE AS DESCRIBED IS 100% NON-HAZARDOUS I
GROUND WATER W/TRACE OF FUEL
Waste Description :
Generating Location:
SAME
Itfi3.? lh.)¡oN Ave. 81J1!.&-l!sriél-Q I {,/1 .
NONE
Handling Instructions:
Quantity : / / t? tJ
CONTAINER TYPE: [
-KJ GlS
[ J BBl
[ J YDS [JTONS
[ J DUMP TRUCK
[ J DRUMS [JSINS [JOTHER
JTANK TRUCK
DESIGNATED FACILITY:
NAME: MCKITTRICK WASTE DISPOSAL
ADDRESS:
56533 HIGHWAY 58 WEST
CITY/STATElZIP:
MCKITTRICK, CA 93251
805/762-7366
PHONE # :
MP VACUUM TRUCK SERVICE
MP ENVIRONMENTAL SERVICES, INC.
3400 Manor Street
Bakersfield, CA 93308
805/393-1151
TICKET# $/.7"494 TRACTITRLR# #?ð' ;-
mnNo';~ ~
Signature: ,.' ~.
Date fi - :::l s-cr 'T .
P/U DATE: ~- ~ -- Job #
Name: MCKITTRICK WASTE DISPOSAL
Address: 56533 HIGHWAY 58 WEST
Disposal Method :
D landfill Other
City/StatelZip :
MCKITTRICK, CA 93251
Phone No :
Discrepancy:
805/762-7366
Time:
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Signature:
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GENERATOR RF=TAIN
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ATTACHMENT C
MONITORING REPORT SUBMITTED TO CITY OF BAKERSFIELD
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'rne Environmental
Solutions Inc.
21 Technology Drive
Irvine. California 92718
Telephone 714-727-9336
Facsimile 714-727·7399
January 12, 1998
Project No. 92-247
Ms. Lara Kimm
Wastewater Division
Public Works Department
City of Bakersfield
810 1 Ashe Road
Bakersfield, California 93313
Semiannual Monitoring Report
July through December 1997
Industrial Wastewater Discharge Permit No. 2-BK-0020
The Burlington Northern and Santa Fe Railway Company
1433 Union Avenue
Bakersfield. California
Dear Ms. Kimm:
This letter summarizes the effluent monitoring results for July through December 1997 for
the discharge located at The Burlington Northern and Santa Fe Railway Company site at
1433 Union Avenue, Bakersfield, California. The discharge is regulated by Industrial
Wastewater Discharge (IWD) Permit No. 2-BK-0020.
Pursuant to the IWD Permit, headspace is monitored monthly for lower explosive limit
(LEL). Samples of the discharged water are collected for laboratory analyses on a
semiannual basis and were collected on December 30, 1997. A split sample for metals was
also collected by a representative of your office at that time. The monthly headspace
monitoring results are summarized below and the semiannual analytical results are
summarized in Table 1 (attached). The laboratory analysis report is attached and key
points are summarized below:
· The total volume of ground water discharged from July 1 to
December 30, 1997 was 6,370 gallons.
· The average discharge per day was 35 gallons (0.000035 million
gallons per day [mgd]), well below the permitted flow of
0.003 mgd.
· The LEL in the headspace of the temporary holding tank was
< 0.01 percent each month (ranging from 1 to 10 ppmv).
· As shown in Table 1 (attached), the monitoring parameters did not
exceed the effluent limitations.
During the next six months (January through June 1998), monthly monitoring ofthe
headspace in the temporary holding tank will continue and the effluent will be sampled in
June 1998.
@
'.
.
.
"'''C Environmental
Solutions Inc.
Ms. Lara Kimm
January 12, 1998
Page 2
Pursuant to your letter dated July 5, 1996, the following certification statement has
been added:
"I certify under penalty of law that this document and all attachments
were prepared under my direction or supervision in accordance with
a system designed to assure that qualified personnel properly gather
and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted
is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting
false information, including the possibility of fine and imprisonment
for knowing violations."
If you have any questions or comments, please call us.
Sincerely,
~12.~
Matthew R. Eaton, R.G.
Project Manager
MREJJA:mc
Attachments
cc: Mick Hardin, The Burlington Northern and Santa Fe Railway Company
Brian Pitts, Kern County Environmental Health Services Department
Howard Wines, City of Bakersfield Fire Department, Office of Environmental Services
Tim C. Lassen, TRC
@
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TABLE 1
ANALYSIS RESULTS
IWD PERMIT 2-BK-0020
1433 UNION A VENUE
BAKERSFIELD, CALIFORNIA
EPA PARAMETER ANALYTICAL RESULTS
PARAMETERS METHOD LIMITATIONS
7/28/94(1) 12130/94(1) 3/21195(1) 4/25/95(2) 6121195(2) 9/25/95(2) 12114/95(2) 6/28/96(2) 12119/96(2 6124/97(3) I2I30/97( 1
Temperature (0 F) N/A 1500 F 92 62 67 - 84 87 60 84 63 85 43
Flashpoint (0 C) PMCC >140 >60 >60 >60 >60 >60 >60 >60 >60 >60 >60 >60
Bio-oxygen Demand 405.1 * 0.5 1.3 3.2 4.7 28 8.7 90 87 9.0 30 27
(mg/L)
Total Suspended Solids 160.2 * 40 2,200 <4.0 <4.0 <4.0 <4.0 210 <4.0 300 <4.0 12
(mg/L)
Total Dissolved So1ids 160.4 3,500 400 300 180 250 190 280 220 340 130 150 260
(mg/L)
pH (units) 150.1 6.0 - 12.0 6.2 6.4 6.8 6.2 6.4 5.9 6.3 7.2 7.1 6.6 6.4
Benzene (mg/L) 602 0.50 0.24 0.002 0.0006 0.34 0.13 0.001 <0.0003 0.16 0.19 0.033 0.0069
Toluene (mg/L) 602 3.39 0.28 0.46 <0.0003 0.098 0,053 <0.0003 0.001 0.023 0.003 0.0043 0.00096
Ethyl Benzene (mg/L) 602 7.92 0.0096 <0.0005 <0.0005 0.018 0.0092 <0.0005 <0.0005 0.027 0.27 0.089 0.0055
Total Xylenes (mgIL) 602 * 0.29 0.42 0.0026 0.31 O.311 0.11 0.024 0.250 0.21 0.170 0.014
Oil and Grease (mgIL) 413.1 * 1.8 1.8 <2.0 5.8 12 5.9 60 79 2.0 250 17
Lead (mg/L) 239.1 0.90 <0.01 <0,01 <0.01 <0.01 <0.01 <0.01 <0.01 0.059 <0.1 <0.1 <0.0005
2/98/ks)
(1/
92-247
1iquid recovered from Monitoring Well MW-7 only.
1iquid recovered from Monitoring Wells MW-4 and MW-7.
liquid recovered from Monitoring Well MW-4 only (MW-7 not pumping).
Sample contained
Sample contained
Sample contained
(I)
(2)
(3)
Not Analyzed.
Pensky-Martins Closed Cup.
No 1imits, but monitoring required.
Analytical results are less than detection 1imits stated.
-
N/A
PMCC
*
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--
--
---
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
TRCIEnvironmental Solutions
A TTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
Client Project ID : Navy Oil
Client Project #: 92-247
Sample Description: Water, comp-1
Laboratory Sample #: 97120577
Laboratory Refemece #: TRC 9847
Sampled:
Received:
Analyzed:
Reported:
12/30/97
12/30/97
12/31,01/02 & /05
01/07/98
Analyte EPA Detection Analysis
Method Limit Results
Lead 7421 0.5 N.D. ugn
TSS 160.2 4.0 12 mg/I
. TDS 160.1 10 260 mg/I
BOD 405.1 0.2 27 mgll
Analytes reported as N.D.were not present above the stated limit of detection.
.
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ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, $uite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
.
TRC/Environmental Solutions
A TTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
Client Project 10 : Navy Oil
Client Project #: 92-247
Sample Description: Water, grab-1
Laboratory Sample #: 97120577
Laboratory Refernece #: TRC 9847
Sampled:
Received:
Analyzed:
Reported:
12/30/97
12/30/97
12/30 12/31 01/05
01/07/98
Analyte EPA Detection Analysis
Method Limit Results
Oil and Greasè 413.2 0.5 17 mg/I,
pH 150.1 6.4
Flashpoint 1010 26 0 60 >60C .
Analytes reported as N.D. were not present above the stated limit of detection.
Orange Coast Analytical
~¿ 0k~;
Mark Noorani
laboratory Director
.
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ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
ac DATA REPORT
Analysis: TOTAL LEAD (EPA 7421)
Date of Analysis: 01/05/98
Laboratory Sample No : OCA 100
Laboratory Reference No : TRC 9847
Analyte
R1
(ppb)
SP
(ppb)
MS
(ppb)
MSD
(ppb)
PR1
%
PR2
%
RPD
%
LEAD
0.0
20
20
21
100
105
5
Definition of Terms:
R1
Results Of First Analysis
SP
Spike Concentration Added to Sample
· MS
MSD
Matrix Spike Results
Matrix Spike Duplicate Results
PR1
Percent Recovery Of MS: {(MS-R 1) I SP} x100
PR2
Percent Recovery Of MSD: {(MSD-R 1) / SP} x 100
RPD
Relative Percent Difference: {(MS-MSD) / (MS + MSDI) x 100 x 2
· ORANGE COAST ANALYTICAL
~~:
MARK NOORANI
Laboratory Director
.1
~...
.........
--
--
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
.
TRC/Environmental Solutions
ATTN: Mr. Matt Eaton
21 Technology Drive
Irvine, CA 92618
Client Project ID :
Client Project #:
Navy Oil
92-247
Sampled: 12/30/97
Sample Description: Water Received: 12/30/97
Analyzed: 01/06/98
Laboratory Reference #: TRC 9847 Reported: 01/07/98
BTEX (EPA 8020)
Laboratory Client Ethyl Total Surrogate
Sample Sample Benzene Toluene Benzene Xylenes Recovery
Number Number ug/I ug/I ug/I ug/I TFT*
(ppb) (ppb) (ppb) (ppb) (%)
97120578
grab-1
6.9
0.96
5.5
14
106
.'
Detection Limit:
0.3
0.3
0.5
0.5
Analytes reported as N.D. were not present above the stated limit of detection.
* alpha, alpha, alpha-trifluorotoluene
Orange coas~ '
~¿ . .."
Mark Noorani
Laboratory Director
.
.
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ORANGECOASTANALYnCAL,IN~
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
OC DATA REPORT
Analysis: BTEX (EPA 8020)
Date of Analysis :01/06/98
Laboratory Sample No : OCA 1 00
Laboratory Reference No : TRC 9847
Benzene
R1 SP MS MSD PR1 PR2 RPD
(ppb) (ppb) (ppb) (ppb) % % %
0.000 5.0 5.4 5.2 108 104 4
0.000 5.0 5.5 5.6 110 112 2
0.000 5.0 5.5 5.3 110 106 4
Analyte
Toluene
Ethylbenzene
Definition of Terms:
.
R1
Results Of First Analysis
SP
Spike Concentration Addød to Sample
MS
Matrix Spike Results
MSD
Matrix Spike Duplicate Results
PR1
Percent Recovery Of MS: {(MS-R1) / SP} x100
PR2
Percent Recovery Of MSD: {(MSD-R 1) / SP} x 100
RPD
Relative Percent Difference: {(MS-MSD) / (MS + MSD)} x 100 x 2
. ORANGE COAST ANALYTICAL
~N~
MARK NOORANI
Laboratory Director
I .
IA~
'Wœ.~
--
--
--
ORANGECOASTANALYnCAL,IN~
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
ac DATA REPORT
Analysis: Oil & Grease ( EPA 413.2 )
Date of Analysis : 12/31/97
Laboratory Sample No : OCA 100
Laboratory Reference No : TRC 9847
Analyte
MS
(ppm)
RPD
%
MSD
(ppm)
SP
(ppm)
PR1
%
PR2
%
R1
(ppm)
Hydrocarbons
2.6
2.5
104
100
0.0
2.5
4
Definition of Terms:
R1 -
Results Of First Analysis
SP
Spike Concentration Added to Sample
MS
Matrix Spike Results
MSD'
Matrix Spike Duplicate Results
PR1
Percent Recovery Of MS: {(MS-R1) / SP} x100
PR2
Percent Recovery Of MSD: {(MSD-R 1) / SP} x 100
RPD
Relative Percent Difference: {(MS-MSD) / (MS + MSD)} x 100 x 2
ORANGE COAST ANALYTICAL
~~~
MARK NOORANI
Laboratory Director.
.
.'
.
.
I .
... ...
'WI:!. .--.
WIIiìI.. .....
--
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
ac DATA REPORT
~
Analysis : Inorganics
Date of Analysis: 01/02/98
Laboratory Sample No : OCA 100
Laboratory Reference No : TRC 9847
Analyte
R1
(ppm)
SP
(ppm)
MS
(ppm)
MSD
(ppm)
PR1
%
PR2
%
RPD
%
TDS
0.0
250
270
280
108
112
4
Definition of Terms:
R1
Results Of First Analysis
SP
. MS
MSD
PR1
PR2
Spike Concentration Added to Sample
Matrix Spike Results
Matrix Spike Duplicate Results
Percent Recovery Of MS: {(MS-R1) I SP} x100
Percent Recovery Of MSD: {(MSD-R1) I SP} x 100
RPD
Relative Percent Difference: {(MS-MSD) I (MS + MSDI) x 100 x 2
. ORANGE, COAST ANALYTICAL
~~
MARK NOORANI
Laboratory Director
~;ì
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Atm: Project Name: )JIIt/y CJ I L / Analysis I
. ~.-... Project No.: 12 - '24 7 JilfIJll -
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Site Location' -¡;.¡ ¡e:: ~/...SÇI [t. 0 t.::. *:ì.{'J'
Date: /,2 I~ 9'7 < ~~ -
l.~") ~ ~
Sample Type It ~ Sample Containers .~ f-j 'I\. Q-
BoringIWcJl Sample Depth Date ~~'jJ~' ,/ ~ l!!
No. No. Time Water Solid Other 8 C) Vol. No. Tvnc Pres. Remarks
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Total Number or Samples Sbipped: ~ (A..tQ.~Sbippet'. Signaturc://(' //2 ~ ~A~,
/' .A ".- SignalUte Company Date Time
RelilVlU1shed ~./t ./'f;¥-~ ~~ 7/é<!.- 1,(7~7 A5.z.:r
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Received by:
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Relinquished by:
Received by: "
Relinquished by: ,
Received by: Ü\a' Hrl') ~ u '. 1 ~-~-q7 I 17: 'IS 19-1 '), !l:j7 J 5 ..1~
Spcciallnstructions I Sbipmcnt I HancDingl SbX8¡C Rcquircmcnts: ¿VIRONMENTAL SOLUTIONS, I;;~ o ENVIRONMENTAL SOLUTIONS, INe.
' .
¡tf1IÞ~¡1rr t¡fß~ 21 Technology Drive ' 1172 Pelican Bay Drive
Irvine, California 92718 Daytona Beach, Florida 32119
..... .'-
. I .-..' CENVIRONMENTAL SOLUTlONS,!Ne. C ENVIRONMENTAL SOLUTlONS, INe.
The materlal(s) listed are reœlmI ror analysis and/or treatabDlty ~uatlon and remain the 1201 N. McDowell Boulevard 281S Mitchell Drive, Suite 103 .
property or the client and not Environmental SoIutlom, Inc:. At the 'èoncluslon or the test work, Peta1uma, California 94954 Walnut Creek, California 94,k
all remalnl erlal(s) will be returned to the clIent ror eventual disposal at a Ucensed radllty.
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ATTACHMENTD
SOIL GAS LABORATORY REPORTS
·
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TIIC
.
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'IIII!£.~
--
----
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
TRC/Environmental Solutions
ATTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
Client Project ID: BNSF-Navy Oil
Client Project #: 92-247
Analysis Method:
8015m/8020
Sample Description: Air
Sampled:
Received:
Analyzed:
Reported:
11/17/97
11/18/97
11/18/97
11/18/97
Laboratory Reference #: ESI 9724
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION (EPA 8015M/8020)
Laboratory
Sample
Number
Client
Sample
Number
Volatile Fuel
Hydrocarbons Benzene
Toluene
Ethyl
Benzene
Total
Xylenes
(ppm)
(ppm)
(ppm)
(ppm)
(ppm)
97110119 E-1S 580 0.73 0.85 0.88 13
97110120 E-1D 910 2.1 5.3 3.7 32
. 97110121 E-2 220 N.D. N.D. N.D. 2.4
97110122 E-3 670 1.0 2.0 2.1 19
Detection Limit: 5.0 0.1 0.1 0.1 0.1
Volatile Fuel Hydrocarbons are quantitated against a gasoline standard. Hydrocarbons detected
by this method range from C6 to C14. Analytes reported as N.D. were not present above the
stated limit of detections.
'.
Orange Coast ~
tØ/~ ~~
Mark Noorani
Laboratory Director
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R ENVIRONMENTAL SOLUTIONS, !Ne. D.. ENVIRONMENTAL SOLUTIONS, INe.
21 Technology Driw 1172 Pelican Bay Drive
. IrviDc, California 92718 . ' Daytona Beach, Florida 32119
C ENVIRONMENTAL SOLUTIONS, 1Ne. CENVIRONMENTALSOLUTlON8,INe.
.1201 N. McDowell Boulevard . :' 2815 MjlcheJJ Drive, Suite 103
Petaluma, California 94954 ' Walnut Creek, California 94598
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. hmaterlal(s)listed are reœlmI for. lysis and/or treatabDfty nataadon and remain tile
, property of the dfent and not En'taI Solutions, II At the conclusion fA the test work,
$:. all remalnfng ma I) wDl beo ~ dlen~r ~ntual disposal at a Uœnsed fa?Dty.
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ORANGE COAST ANAL YTICAL, INC.
. 3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
Environmental Solutions, Inc.
ATTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
Client Project ID: BNSF-Navy oil
Client Project #: 92-247
Analysis Method: EPA 8015m / 8020
sample Description: Air,
Sampled : 10-28-97
Received: 10-28-97
Analyzed: 10-29-97
Reported: 10-30-97
Laboratory Reference #: ESI 9681
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION (EPA 8015m/8020)
Laboratory Client Volatile Fuel Ethyl Total
sample Sample Hydrocarbons Benzene Toluene Benzene Xylenes
Number Number
(ppm) (ppm) (ppm) (ppm) (ppm)
97100387 E-1S 590 0.39 0.90 1.6 16
97100388 E-1D 770 3.0 8.7 4.1 29
.100389 E-2 320 N.D. 0.17 0.81 3.8
97100390 E-3 660 1.1 3.4 2.0 21
Detection Limit:
5.0
0.1
0.1
0.1
0.1
Volatile Fuel Hydrocarbons are quantitated against a
Hydrocarbons detected by this method range from C6 to C14.
N.D. were not present above the stated limit of detection.
gasoline standard.
Analytes reported as
ORANGE COAST ANALYTICAL
~~,
Mark Noorani
Laboratory Director
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NMENTAL SOLtmONS,INC. C ENVIRONMENTAL SOLUTION8,INC.
21 Technology Drive 1172 PcUcan Bay Drive
1rvinc, California 92718 Daytona Beach, Florida 32119 .
C ENVIRONMENTALSOLUTlON8,INC. C ENVIRONMENTALSOLUTION8,INC.
1201 N. McDowcll Boulevard . " 2815 Mitcbcll Drive, Suite 103
PctaJuma, California 949S4 ' Walnut CRck, Califomia:~598
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;;~0,;C~'!~~ propert)' of the diem and not·Envlronmental Solutions, IDC. At the conclusion øl the test work,
t~t'" alll1!"1~J aterlal(s) WID be returned to the dlmt for emttual døposaJ at a licensed facility! .
t: ~j:tI;:?~:t~~~'Wf.¥~fir:t0:'I;':;~;¿:'t::~ -:'/:~;;::;, ~'
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I' ORANGE COAST ANAL YTICAL, INC.
D&. ..
~ 3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
. . "';;~ 4620. E. Elwood, Suite 4, Phoen.iX, AZ 8504~ (602) 736-0960 Fax (6020) 1.~3l6-0970
Env~ronmental Solut~ons, Inc. Cl~ent Project ID: BNSF-Navy
ATTN: Mr. Matt Eaton Client Project #: 92-247
21 Technology Dr.
Irvine, CA 92718
Analysis Method: EPA 8015m / 8020
Sample Description: Air,
Sampled : 09-15-97
Received: 09-15-97
Analyzed: 09-18-97
Reported: 09-19-97
Laboratory Reference #: ESI 9546
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION (EPA 8015m/8020)
Laboratory Client Volatile Fuel Ethyl Total
Sample Sample Hydrocarbons Benzene Toluene Benzene Xylenes
Number Number
(ppm) (ppm) (ppm) (ppm) (ppm)
97090212 E-1S 690 0.42 1.0 1.1 15
97090213 E-1D 740 2.6 9.5 4.2 32
.090214 E-2 290 N.D. N.D. 0.63 2.8
97090215 E-3 710 1.0 3.3 2.0 20
Detection Limit:
5.0
0.1
0.1
0.1
0.1
Volatile Fuel Hydrocarbons are quantitated against a
Hydrocarbons detected by this method range from C6 to C14.
N.D. were not present above the stated limit of detection.
gasoline standard.
Analytes reported as
ORANGE COAST ANALYTICAL
ég~ ~,
Mark Noorani
Laboratory Director
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No. No. Depth , Date Tame Water Solid Other 8 0 Vol. No. ITvoc Pres. ~~ Remarks
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Signature Company Date . Time
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Rcœived by: ~~----... . / O~.IJ· Q j J';Jq 7 ' / ~ N^
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SpCdal Iøstructions I ShiplllClltl H8IId1insf SCora¡e RequlmncDts:
, ' , S ENVIRONMENTALSOLUTlONS,INe. [] ENVIRONMENTALSOLUTlONS.INC.
" '~IV-. 1-4- c:- +. 21 TccbnologyDrive 1172PcUcanBayDrivc
1<tJt ~ ~,11:0..I\I\ ' ~ Irvinc,Califomia92718 DaytonaBcach,Florida 32119
[J ENVIRONMENTAL SOLUTIONS, INe. [J ENVIRONMENTAL SOLUTIONS, INe.
, The materlaJ(s) listed are reœlftd for analysis and/or treatabDlty evaluation and remain the 1201 N. McDowcll Boulevard 2815 Mitchell Drive, Suite 103
property or lent and not EnYlronmen. tal SoIuUons, loe. At the conclusIon ÐI the lest work, I ~ Petaluma, California 94954 Walnut Cn:ck. California 94S98
all remalnl rlal(s) will be returned to the cUent ror eventual disposal at a Dcensed raclDty. ~. __
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Environmenta~ so~utions, Inc.
ATTN: Mr. Matt Eaton
21 Technology Dr.
Irvine, CA 92718
I .
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ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92780 (714) 832-0064 Fax (714) 832-0067
4620 E. Elwood, Suite 4, Phoenix, AZ 85040 (602) 736-0960 Fax (602) 736-0970
c~ient project ID: Navy oil
c~ient Project #: 92-247
; .
Analysis Method: EPA 8015m / 8020
Samp~e Description: Air,
Samp~ed : 08-08-97
Received: 08-08-97
Ana~yzed: 08-08-97
Reported: 08-11-97
Laboratory Reference #: ESI 9444
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION (EPA 8015m/8020)
Laboratory C~ient Vo~ati~e Fue~ Ethy~ Tota~
Samp~e Samp~e Hydrocarbons Benzene To~uene Benzene Xy~enes
Number Number
(ppm) (ppm) (ppm) (ppm) (ppm)
97080152 E-1S 430 0.83 2.0 1.8 20
97080153 E-1D 410 1.8 4.4 1.9 15
.080154 E-2 170 N.D. N.D. 0.48 2.6
97080155 E-3 440 1.4 3.5 2.1 19
Detection Limit:
5.0
0.1
0.1
0.1
0.1
Volatile Fuel Hydrocarbons are quantitated against a
Hydrocarbons detected by this method range from C6 to C14.
N.D. were not present above the stated limit of detection.
gasoline standard.
Analytes reported as
ORANGE COAST ANALYTIC)\.L
.~~
Mark Noorani
Laboratory Director
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Date' Au~. I_~_.L.:IL L, ~ '
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Recei~by: ~~h!,h</t?yør .) ðr:.4 r¥/Ø/?7 ¡5''P///,
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Speciallnstructioøs I Sbipmœt I HaødIin¡f Stmge RcquiremeDts: . '
, ,. . It ENVIRONMENTALSOLUTlONS,INe. [J ENVIRONMENTALSOLUTlONS,INe. ,'.
" -",M'" 21 Technology Drive 1172 PeUcan Bay Drive
, IrviDc,Califonùa 92718 Daytona Beach, Florida 32119
[] ENVIRONMENTAL SoLUTIONS, INe. [] ENVIRONMENTAL SOLUTIONS, INe.
The materlal(s) listed are received ror analysis and/or treatabDlty ewluatlon and remain the 1201 N. McDowell Boulevard 28IS MitcheU Drive, Suite 103
property or the dlent and not F.ßyfronmental Solutions, IDC. At the conc:luslon of the test work, Petaluma, California 949.54 Walnut Creek, California 94S"':'" .
all remalnf erfal(s) wDl be returned to the c:lJent ror enntual disposal at a licensed radUty. . ___
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ATIACHMENT E
CALCULATIONS
'.
.
TIIC
.,..c
Step 4: Calculate pounps of VOCs Destroyed
per Day (VQCd) Where:
VOCd=Wc «60minlhr) (2~hr/day) (Ave Flow Rate
(90Ih/mole))/1 (379 cu ftllb mole)
~rday
per day
Lbs.
Lhs.
per day
per day
Lbs.perday
pcrday
per day
per day
per day
pe:rday
per day
pee day
per day
per day
per day
pee day
per day
pee day
2
VOCd De\:9.Þ
VOCð Jan 95=
VOCd Feb 95= Ave of JanU~and March =
(447 + 210)/2 3281bs per day
VOCð Ma<95= 21 Lbs,
VOCd AprJ5 =
VOCd Ma¡'J5 =
VOCd June 95 =
VOCd July 95
VOCð AU8, 95
VOCð Sept 95
VOCd Oct 95
VOCd Nov. 9S
VOCð Dee, 95
VOCð Feb, 96
VOCð Mar, 96
VOCð AI", 96
VOCð May 96
VOCd June 96
Lbs.
Lhs.
Lbs.
Lbs.
Lhs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
Lbs.
pee day
per day
Lbs. per day
Lbs. per day
Lbs. per day
Lbs. per day
Lbs. per day
Lbs, per day
Lbs. per day
Lbs.perday
Lbs, per day
Lbs. per day
Lbs. per day
Lbs. per day
Lbs, per day
«
14~
:!48
21
9~
17
161
16r
l1i
18'
5j
90,
10'
94:
2~
~
2
30
79
66
66
59
54
43
31
52
50
50
V<>Cd July 96
VOCd Aug.
VOCd Sept
VOCd Oct
VOCd Nov.
VOCd Dec.
VOCd Feb5. 97
VOCð Feb26, 97
VOCð Mar, 97
VOCd April. 97
VOCd May, 97
VOCd June. 97
VOCd JuYAu8, 97
VOCd Sept, 97
VOCð Oct 97
VOCd Nov. 97
96
96
96
96
96
CALCULATION
Step 2: Input Flow Rates from Weekly Monitoring
Flow Rate· CFM
US E,jQ .EoZ U
Dec. 5. 1994 55 48 33 30
Dec. 30. 1994 55 48 33 30
Ave. Dec. 1994 55 48 33 30 Dec. TotaJ = 166
Jan, 17, 1995 7i 68 34 32
Ave. Jan 1995 7i 68 34 32 Jan. Tow = 211
Feb, 2, 1995 52 50 27 24
Feb, 16, 1995 55 50 28 25
Ave Feb. 1995 53 50 28 25 Feb Total = 158
Mar. 3, 1995 87 74 36 35
Mar, 8, 1995 80 78 32 37
Mar, 15, 1995 99 96 40 39
Mar,21. 1995 83 83 38 36
Mar, 29, 1995 93 94 43 40
Ave Mar. t995 88 85 38 37 Mar. Total = 248,6
AI", 13, 1995 74 70 35 54
ADr, 23. 1995 43 46 50 35
Ave. Apr. 1995 58.5 58 42.5 44,5 Apr. Total= 203,5
May, 4, 1995 32 51 45 51
May, 10,1995 34 58 42 39
Mav, 18, 1995 40 51 43 42
Ave. May 1995 35.3 53.3 43.3 44 May.TolaI= 176
June. 21, 1995 51 63 69 57 June. Total= 240
July, 25, 1995 57 66 68 64 July. Tow= 255
Au~. 28. 1995 48 57 64 51 August TalaJ= 220
Sept. 28. 1995 69 69 71 51 Sept. Total= 260
Nov. 2. 1995 85 80 60 25 Ck.-r:. Total= 250
Nov. 30. 1995 85 80 60 25 Nov. Total= 250
Dee, 14, 1995 72 72 60 46 Dec. Total= 250
Feb,28, 1996 67 74 71 39 Feb, TolaI= 250
Mar 19,1996 67,1 73,8 70.5 38,6 Mar. Total= 250
AI" 26, \996 62,8 85,\ 6\.8 40,3 Apr. Total= 250
May 22. 1996 62.5 81.3 6\.6 44,6 May Total= 250
Jun. 28. 1996 62 82 60 46 June Total= 250
July, 1996 65 85 62 40 July Total= 252
Aug. 1996 65 85 60 40 Aug. Total= 250
Sept, 1996 65 85 60 40 Sept TI03l= 250
Oct 1996 75 65 65 45 Oct 1996= 250
Nov. 1996 75 65 65 45 Nov. 1996= 250
Dee, 1996 75 65 65 45 Dee, 1996= 250
Feb,51997 75 65 65 45 FebS,97= 250
Feb, 26 1997 75 65 65 45 Feb26, 97= 250
Mar,97 7S 65 65 45 Mar. 97= 250
April. 97 75 65 65 45 April. 97 = 250
May, 1997 75 65 65 45 May 97= 250
June. 1997 75 65 65 45 June. 97= 250
JuYAug, 1997 75 65 65 45 Jul/Au8,97= 2SO
Sep<.I997 75 65 65 45 Sept. 97. = 250
Oct, 1997 75 65 65 45 Oct, 97, = 250
Nov. 1997 75 65 65 45 Nov. 97 250
Dec. 1997 75 65 65 45 Dec.97 = 250
Page 1
U
650
9000
4500
1800
3700
2000
2800
1400
4000
1300
1800
1900
2200
2200
3500
2500
1600
1300
1100
1500
1700
160
210
830
1100
1100
830
820
780
440
710
660
670
NA
Step I: Input TPH Results from Quarterly Sampling
Effluent TPH- ppmv (EPA 8015) Bag Samples
.EoZ
860
1800
1600
440
2100
1900
560
1200
800
410
380
460
720
580
160
290
540
590
510
1000
2000
1400
5
320
490
93
410
330
260
170
290
320
220
NA
Step 3: Calculate Weighted Concentration (Wc
of Hydrocarbons in Flow
To ThennaI Oxidizer
Wc=(TPH' Row E-1S) + (TPH . Row E-lD) +
(TPH . Row E-2) + (TPH·Row E·3)/Ave Row For Monlh
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
ppmv
E,jQ
5700
3000
3800
1600
1500
1300
1300
1200
3500
1500
2700
3100
3300
2000
2800
2500
1100
1500
1500
1600
490
1800
550
1700
650
1100
870
790
560
410
740
770
910
NA
US
5400
9800
710
620
2600
2(()O
1600
1300
\900
1100
2600
2000
1500
1000
2500
2100
1100
1500
1100
1600
1800
\500
550
850
920
880
700
660
500
430
690
590
580
NA
3726
6198
No bag Samples Collected
2472'
1120
2419
1809
1546
1268
2436
1082
2019
1929
No Samples Collected
1926
1362
2185
1855
1058
1244
1094
1440
1387
1311
347
930
770
772
692
637
504
359
603
579
588
NA
Apr. 1995
May, 1995
June. 1995
July, 1995
Aug, 1995
Sept. 1995
Oct 1995
Nov. 1995
Dee, 1995
Feb. 1996
Mar. 1996
AI". 1996
May, 1996
June. '996
July. 1996
August. 1996
Sept, 1996
Oct. 1996
Nov. 1996
Dec. 1996
Feb, 5,1997
Feb,26. 1997
Mar, 1997
Apr. 1997
May, 1997
June. 1991
JuVAug.l997
Sept. 1997
Ocl, 1997
Nov. 1997
Dee, 1997
We Dec. 94 =
We Jan. 9; =
We Feb. 95 =
We Mar. 95 =
We Apr. 9S =
We May 95 =
We June 9S =
We July 95 =
We Aug. 9S =
We Sept. 95 =
We Oct, 95 =
WcNoy.95=
WeDee,95=
We Jan. 96 =
We Feb. 96=
Wc·Mar.96=
We AI", 96=
We May. 96=
We June 96=
We ]uly 96=
We August 96=
We Sept, 96=
We Oct, 96=
We Nov. 96=
We Dee,96=
We Feb5. 97=
We Feb26, 97=
We Mar. 91=
We April. 97=
We May. 97=
We June. 97=
We JullAug. 97=
We Sept, 97=
We Oct 97=
We Nov. 97=
We Dee, 97=
.~
.
.