HomeMy WebLinkAboutMITIGATION (7)
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
August 26, 1998
01002724-61
Mr. Brian Pitts
Kern County Environmental Health Services Department
2700 M Street, Suite 300
Bakersfield, CA 93301
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Dear Mr. Pitts:
Enclosed for your review is copy of Semi-Annual Monitoring Report for January through
December 1998 covering the former Navy Oil Company lease site near the corner of Union and
Truxton Avenues, Bakersfield, California.
This report covers actions taken for operations and maintenance of the remediation system, along
with groundwater monitoring. As requested, analysis for MTBE was included in the June 1998
sampling. MTBE was not detected in any of the groundwater samples.
As covered in my letter of transmittal dated May 18, 1998, we continue to recommend closure
for this site. In view of the Risk-Based Closure Assessment forwarded with my May 18, 1998
letter along with analysis results indicating non-detect for MTBE we request issuance of closure
documentation.
If questions arise during your review of the above information, please contact me at the above
telephone number.
Sincerely,
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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 I Inc.
21 Technology Drive
Irvine, CA 92718
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BNSF
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Burlington Northern Santa Fe
740 East Carnegie Drive
San Bernardino, CA 92408-3571
(909) 386-4081
Mr. Brian Pitts
Kern County Environmental Health Services Department
2700 M Street, Suite 300
Bakersfield, CA 93301
October 7, 1996
File: 01002724-61
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t¡' OCT 9 1996 ~
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Dear Mr. Pitts:
Enclosed for your review is copy of Semi-Annual Monitoring Report for the First Half 1996
covering the fonner Navy Oil Company lease site near the corner of Union and Truxton
Avenues, Bakersfield, California.
This report covers groundwater monitoring and performance tracking of the vapor extraction
system.
If questions arise during your review of this report, please contact Mick Hardin at the above
telephone number.
Sincerely,
~:.-k ~~
Mick Hardin
Manager Environmental Remediation
Enclosure
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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
Environmental Solutions
21 Technology Drive
Irvine, CA 92718 (w/o enclosure)
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TIIC Environmental
Solutions Inc.
21 Technology Drive
Irvine, Colifornio 92718
Telephone 714-727-9336
Facsimile 714·727-7399
September 17, 1996
Project No. 92-247
Mr. Mick Hardin
Manager Environmental Remediation
Santa Fe Railway Company
740 East Carnegie Drive
San Bernardino, California 92408
Semiannual Monitoring Report for 1996
Ground Water Recovery and Vapor Extraction System
Former Navy Oil Company Lease Site
Bakersfield. California
Dear Mr. Hardin:
This report summarizes the progress of the ground water recovery system and vapor
extraction system (VES) activities for January 1996 through June 1996 at the former Navy
Oil Company 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
Health Services (KCDEHS), and one to forward to Mr. Howard Wines at the City of
Bakersfield Fire Department, Office of Environmental Services. Key activities included
monthly monitoring and maintenance of the YES and ground water recovery system, and
ground water monitoring.
1.0 INTRODUCTION
1. Figure 1 (attached) shows the ground water recovery system and the YES.
2. Fuel hydrocarbons are being extracted from the vadose zone through four vapor
extraction wells (E-l shallow [E-IS], E-l deep [E-ID] and E-2 and E-3). The fuel
vapors are destroyed in a thermal oxidizer permitted by the San Joaquin Valley Air
Pollution Control District (SJV 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 first half of 1996, the YES is extracting and burning on the average of
approximately 143 pounds of hydrocarbons per day.
3. Ground water impacted with low levels of dissolved phase fuel constituents (benzene,
toluene, xylene and ethylbenzene [BTXE]) is extracted from two ground water
monitoring wells, MW -4 and MW -7. 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 69,300 gallons of ground water have been extracted and discharged
from January to June 1996.
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TIIC Environmental
Solutions/ne.
Mr. Mick Hardin
September 17, 1996
Page 2
2.0 GROUND WATER MONITORING
1 . Semiannual sampling and gauging of seven monitoring wells onsite were completed on
June 28, 1996 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 BTXE by United States Environmental Protection Agency (EP A)
Methods 8015M/8020.
Figure 1 shows the locations of the onsite monitoring wells.
VOLUME OF GROUND WATER RECOVERED
i . Table 1 provides a summary of the volume of ground water pumped from MW -4 and
MW -7 during the first half of 1996. Approximately 69,300 gallons of water were
discharged into the industrial sewer from December 22, 1995 through June 28, 1996.
To date, approximately 145,800 gallons of water have been recovered from ground
water pumping activities.
2. The pump in MW -7 was removed in February 1996 and sent to the manufacturer for
repair. The pump was replaced in March 1996. The electric motor on the air
compressor failed in March and a new electric motor was installed on April 29, 1996.
GROUND WATER AND PRODUCT MEASUREMENTS
1 . On June 28, 1996, depth to ground water and free product thickness were measured in
MW-2, -3, -5, -6, and -8. Ground water levels were not measured in MW-1, -4 and-7
since MW-4 and MW-7 are fitted with recovery pumps and MW-1 is within an area used
by the City of Bakersfield for stockpiling rubble and debris and was not accessible.
2. 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, -4, and -7. Generally, ground water
elevations were approximately 0.4 foot lower than the previous monitoring event in
December 1995.
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TIIC Environmental
Solutions Inc.
Mr. Mick Hardin
September 17, 1996
Page 3
GROUND WATER QUALITY
1. Ground water samples collected from MW-3, -5, -6, and -8 were analyzed for BTXE
by EP A Method 8020, and for EFH and VFH by EP A Method 8015M. The results
are summarized in Table 3 and indicate that EFH, VFH and BTXE concentrations have
remained below detection limits. The laboratory reports and Chain-of-Custody forms
are included in Attachment A.
2. MW-2, -4. and -7 are located within the area ofthe impacted ground water identified
during previous investigations and an oily sheen was observed in each of these three
samples. Since previous monitoring indicates concentrations of VFH and BTXE are
decreasing, MW-2, -4 and -7 will be resampled in December 1996.
IWD PERMIT COMPLIANCE SAMPLING
1 . Samples of the recovered ground water discharged into the city sewer were collected
on June 28, 1996 and analyzed for the parameters required by the IWD Permit.
2. 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 ofthe last monitoring report
submitted to the City is included in Attachment B.
3.0 VAPOR EXTRACTION SYSTEM
1 . The YES is monitored monthly to ensure the equipment is operating properly and to
monitor the progress of remediation. Photoionization 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 Permit limits.
PERFORMANCE TRACKING
1 . PID readings and flow rates from each of the four extraction wells are summarized in
Table 4. The PID readings are used for field-tracking of hydrocarbon levels in the
soil vapor.
2. YES vent wells 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.
3. Vapor samples were collected from the four extraction wells on a monthly 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 C.
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TIIC Environmental
Solutions Inc.
Mr. Mick Hardin
September 17, 1996
Page 4
The samples were tested for the following parameters:
· VFH: EPAMethod8015M
· BTXE: EP A Method 8020
Based on the VFH analysis results (Table 6) and the flow from each well (Table 4), the
pounds ofVOCs destroyed each month since startup on December 7, 1994 are shown
below. The supporting calculations are shown in Attachment D.
VOCs DESTROYED DAYS IN VOCs DESTROYED
MONTH PER DAY OPERA nON PER MONTH
(Pounds) (Pounds)
December 1994 211 17 3,587
January 1995 447 18 8,046
February 1995 328 21 6,888
March 1995 210 21 4,410
April 1995 78 26 2,028
May 1995 146 31 4,526
June 1995 148 30 4,440
July 1995 135 23 3,105
August 1995 95 4 380
September 1995 217 30 6,510
October 1995 93 8 744
November 1995 173 12 2,076
December 1995 165 23 3,795
January 1996 165* 18 2,970
February 1996 165 14 2,310
March 1996 116 30 3,480
April 1996 187 26 4,862
May 1996 159 31 4,929
June 1996 90 30 2,700
Cumulative Total Since Startup (December 7, 1994): 71,786
* Average of December 1995 and February 1996.
4.0 CLOSING REMARKS
1 . The conversion to continuous discharge has improved ground water recovery rates.
Ground water recovery and disposal for the first half of 1996 has already exceeded all
of 1995 production. A recovery pump may be installed in MW - 2 if future monitoring
indicates that pumping from the monitoring well would enhance the ground water
remediation.
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TIIC Environmental
Solutions/ne.
Mr. Mick Hardin
September 17, 1996
Page 5
2. The YES has removed approximately 21,251 pounds ofVOCs from the soil during the
first half of 1996. Over this period the thermal oxidizer was operational for
approximately 75 percent of the time.
3 . In June 1996, the YES was fitted with a "data fax," a cellular phone-based
communications interface module (CIM), that sends a daily fax of system operations.
To minimize down time, the CIM is programmed to fax a daily status report to
TRC Environmental Solutions, Inc.'s office.
4. The ground water recovery system and YES are operating on a steady basis and will
continue through the remainder of 1996.
Please call if you have any questions.
Sincerely,
~~
Tim C. Lassen, P.E.
Project Director
TCUJA:bdg
Attachments
cc: Miro Knezevic
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TABLE 1
1996 SUMMARY OF GROUND WATER DISCHARGE
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
1996 QUARTERS 1996
DESCRIPTION TOTAL
1st 2nd 3rd 4th
Ground Water Discharged Into Sanitary 35,800 33,500 69,300
Sewer Under IWD Permit (gallons)
Total through December 1995 76,500
Cumulative Total (1) 145,800
92-247 (9/12/96/dr)
(1) Cumulative effluent pumped from MW-4 and MW-7.
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TABLE 2
GROUND WATER ELEVATION SUMMARY
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
Page I of 2
TOP OF DEPTH TO UNCORRECTED THICKNESS EQUIVALENT CORRECfED
MONITORING CASING DATE W A TER(2) WATER LEVEL OF FREE WATER WATER LEVEL
WELL NO. ELEVATION(I) ELEV ATION(I) PRODUCT THICKNESS(3 ELEV A TION(4)
(feet) (feet) (feet) (feet) (feet) (feet)
MW-l 399.98 December 1988 99.67 300.31 0.00 0.00 300.31
January 1990 99.02 300.96 0.00 0.00 300.96
February 1992 100.09 299.89 0.00 0.00 299.89
March 1995 (5) (5) (5) (5) (5)
June 1995 (5) (5) (5) (5) (5)
December 1995 (5) (5) (5) (5) (5)
June 1996 (5) (5) (5) (5) (5)
MW-2 400.28 December 1988 102.96 297.32 0.58 0.44 297.76
January 1990 101.62 298.66 0.58 0.44 299.10
February 1992 102.35 297.93 0.02 0.01 297.94
March 1995 99.88 300.40 0.00 0.00 300.40
June 1995 100.62 299.66 0.10 0.08 299.74
December 1995 100. I 3 300.15 0.00 0.00 300.15
June 1996 100.55 299.73 0.00(6) 0.00 299.73
MW-3 401.40 December 1988 102.40 299.10 0.00 0.00 299.10
January 1990 102.08 299.32 0.00 0.00 299.32
February 1992 102.70 298.70 0.00 0.00 298.70
March 1995 100.20 300.70 0.00 0.00 300.70
June 1995 10 1.1 5 300,25 0.00 0.00 300.25
December 1995 101.03 300.37 0.00 0.00 300.37
June 1996 101.36 300.04 0,00 0.00 300.04
MW-4 398.20 January 1990 100.88 297.32 0.00 0.00 297.32
February 1992 105.25 292.95 0.25 0.19 292.76
March 1995 102.38 294.94 0.25 0.19 295.13
397.32(7) June 1995 (8) (8) (8) (8) (8)
December 1995 (8) (8) (8) (8) (8)
June 1996 (8) (8) (6)(8) (8) (8)
MW-5 402.22 January 1990 103.08 299.14 0.00 0.00 299.14
February 1992 104.15 298.07 0.00 0.00 298.07
March 1995 101.86 300.36 0.00 0.00 300.36
June 1995 102.36 299.86 0.00 0.00 299.86
December 1995 102.12 300.10 0.00 0.00 300.10
. June 1996 102.54 299.68 0.00 0.00 299.68
MW-6 401.56 January 1990 102.38 299.18 0.00 0.00 299.18
March 1992 103.35 298.21 0.00 0.00 298.21
March 1995 101.01 300.55 0.00 0.00 300.55
June 1995 10 1.5 3 300.03 0.00 0.00 300.03
December 1995 101.23 300.33 0.00 0.00 300.33
June 1996 101.69 299.87 0,00 0.00 299.87
(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 A venue 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-l could not be located. and was not sampled.
(6) Gasoline odor and sheen on water surface.
(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.
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TABLE 2
GROUND WATER ELEVATION SUMMARY
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
(Continued)
Page 2 of 2
TOP OF DEPTH TO UNCORRECfED THICKNESS EQUIVALENT CORRECfED
MONrroRlNG CASING DATE WATER(2) WATER LEVEL OF FREE WATER WATER LEVEL
WELL NO. ELEV A TION(I) ELEV A TION(I) PRODUcr THICKNESS(3 ELEV A TION(4)
(feet) (feet) (feet) (feet) (feet) (feet)
MW-7 400.54 February 1992 107.95 292.59 0.50 0.38 292.21
399.65(9) March 1995 10 1.80 297.85 0.00 0.00 297.85
June 1995 (8) (8) (8) (8) (8)
December 1995 (8) (8) (8) (8) (8)
June 1996 (8) (8) (6)(8) (8) (8)
MW-8 402.25 March 1992 103.00 299.25 0.00 0.00 299.25
March 1995 100.69 301.56 0.00 0.00 301.56
June 1995 101.22 301.03 0.00 0.00 301.03
December 1995 100.88 301.37 0.00 0.00 301.37
June 1996 101.47 300.78 0.00 0.00 300.78
92-247 (9/12/96/dr)
(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-l could not be located. and was not sampled.
(6) Gasoline odor and sheen on water surface.
(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.
.
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TABLE 3
ANALYTICAL RESULTS
GROUND WATER MONITORING WELLS
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
EPA METHOD 8015M EPA METHOD 602
MONITORING MONITORED FREE EFH VFH Benzene Toluene Xylenes Ethylbenzene
WELL PRODUcr
(mg/L)(l) (mg/L)(2) (mg/L) (mg/L) (mgIL) (mg/L)
MW-2 31l5/95 -- 46 11 0.47 0.18 0.52 0.18
6/21/95 1.25 inches NA NA 0.38 0.29 0.45 0.1
12/14/95 -- 30 2.4 0.028 0.011 0,170 0.081
6/27/96 Sheen & odor NA NA NA NA NA NA
MW-3 3/15/95 -- <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
121l4/95 -- <0.5 <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
MW-4 31l5/95 3 inches 7,800 5,400 < 1.5(3) <1.5(3) <2.5(3) <2.5(3)
6/21/95 Observed in NA NA 0.052 0,053 0.68 0.072
pump discharge
12/14/95 -- 22 5.0 0.042 0.016 0.76 0.190
6/27/96 Sheen & odor NA NA NA NA NA NA
MW-5 3/15/95 -- <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
12/14/95 -- <0.5 <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
MW-6 31l5/95 -- <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
12/14/95 -- <0.5 <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
MW-7 3/15/95 Sheen 4.0 4.0 0.52 0.057 0.29 0.073
6/21/95 Observed in NA NA 0,705 0,780 4.5 0.250
pump discharge
12/14/95 -- 72 4.9 0.22 <0.0003 0.210 0.054
6/27/96 Sheen & odor NA NA NA NA NA NA
MW-8 31l5/95 -- <0.5 <0.05 <0.0003 0.00083 <0.0005 <0.0005
6/21/95 -- <0.5 <0.5 <0.0003 <0.0003 <0.0005 <0.0005
121l4/95 -- <0.5 <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
(9/17/96/dr
92-247
EFH = Extractable Fuel Hydrocarbons
VFH = Volatile Fuel Hydrocarbons.
NA = Not Analyzed.
< = Less than detection limit shown.
- = Not Observed.
D = Shading indicates location of recovery pumps.
EFH quantitated against a diesel standard (C7cC30).
VFH quantitated against a gasoline standard (C6-CI4)
Detection limits are elevated due to interferences from
the high concentrations of EFH and VFH
(1
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TABLE 4
EXTRACTION WELL
PID AND FLOW RATE
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
EXTRACTION WELL
DAlE E-lS E-ID E-2 E-3
Flow PID Flow PID Flow PID Flow PID
(cfm) (cfm) (cfm) (cfm)
7/25/95 57 123 66 117 68 76 64 130
8/28/95 48 NM 57 NM 64 NM 51 NM
9/28/95 69 160 69 135 71 77 51 153
11/2/95 85 290 80 264 60 90 25 280
11/30/95 85 NM 80 NM 60 NM 25 NM
12/14/95 85 741 80 1,099 60 285 25 944
1/24/96 NM-l NM-l NM-l NM-l NM-l NM-l NM-l NM-l
2/28/96 75 343 79, 464 64 416 32 171
3/19/96 67 126 74 310 70 105 39 149
4/26/96 63 210 85 228 62 36 40 197
5/22/96 63 392 81 483 62 262 44 576
6/28/96 65 176 80 281 62 118 43 151
-- - .-
(9/17/96/dr)
92-247
Photoionization Detector.
Cubic feet per minute.
Not measured due to PID failure.
Not measured due to thermal oxidizer failure.
-
PID
cfm
NM
NM-I
Ernfironrm:!intal
Solutions In(,
_. _A_
Notes
I. Piping from each extraction well is equipped with a pitot tube to measure flow rate and a sample port to sample well gas.
2. Flow rates are calculated from differential pressure measurements recorded at the pitot tube in the piping from each extraction wel
3. PID readings are measured at the sample port in the piping from each extraction well.
.
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TABLE 5
VACUUM READING FROM VES VENT WELLS
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
(inches of water)
DATE AND VACUUM READING
VENT
WELL NO.
6/28/96
5/22/96
-
1.35
4/26/96
3/19/96
2/28/96
1/24/96
12/14/95
11/30/95
11/2/95
9/28/95
8/28/95
7/25/95
1.49
0.31 (2)
0.98
28
1
(1)
>1.0
0.78
0.54
>1.0
0.25
1.42
1.30
1.30
0.70
0.20(2)
0.06(2)
0.87
20
1
(1)
o
>1
0.54
0.36
>1.0
15
o
1.47
0.82
20
1
(1)
0.9
0.44
0.30
>1.0
13
o
0.80
10(2)
o
0.53
(3)
(1)
o
>1
0.40
0.28
0.60
12
o
23
1
1.15
0.38(2)
0.83
10
1
(1)
o
>1
0.64
0.44
o
>1
0.22
10
1
1.05
1.00
1.20
0.08(2)
0.70
1.00
(I)
0.90
0.51
0.30
0.95
10
o
1.02
12(2)
o
0.63
0.90
(1 )
0.84
0.45
0.22
0.85
0.08
NM
NM
NM
NM
NM
NM
NM
NM
V-I
V-2
V-3
V-4
V-5
V-6
V-7
V-8
39
1
0.03(2)
0.78
1.15
(1)
o
>1
0.49
0.24
>1.0
0.05
35
33
36
34
34
(1)
30
30
27
46
45
52
Oxidizer Manifold
Vacuum
(9/l6/96/bdg)
92-247
Thennal oxidizer was off and could not be restarted. No measurement taken.
Thennal oxidizer was found off. Measurements taken only shortly (1 to 3 hours) after thennal oxidizer restarted.
Well was covered by standing water.
(1)
(2)
(3)
YES automatically shutdown prior to our technician's arrival due to a local power outage.
NM = Not measured since
.
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TABLE 6
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ANALYTICAL RESULTS OF VAPOR SAMPLES
FORMER NAVY OIL COMPANY LEASE SITE
BAKERSFIELD, CALIFORNIA
EXTRACTION WELL
E-lS E-lD E-2 E-3
DA1E Hydrocaroon Analyses (ppmv) Hydrocarbon Analyses (ppmv) Hydrocarbon Analyses (ppmv) Hydrocarbon Analyses (ppmv)
VFH Benzene Toluene Total Ethyl VFH Benzene Toluene Total Ethyl VFH Benzene Toluene Total Ethyl VFH Benzene Toluene Total Ethyl
Xylenes Benzene Xylenes Benzene Xylenes Benzene Xylenes Benzene
7/25/95 1,600 7.9 55 130 17 1.300 6.6 56 100 14 500 0,9 11 38 4.9 2,800 10 100 200 26
8/28/95 1,300 5.8 36 64 13 1.200 4,6 31 64 9.7 1,200 5.1 36 75 11 1 ,400 6.5 44 86 13
9/28/95 1,900 8.1 65 190 21 3.500 16 142 100 50' 800 NO 4 14 6.5 4,000 12 120 92 40
11/2/95 1,100 4.0 23 100 13 1.500 8,6 56 140 22 410 NO NO 13 NO 1,300 5.4 31 95 13
11/30/95 2,600 3.4 16 72 11 2.700 7.9 50 140 25 380 NO 1.9 6.5 NO 1,800 4.9 30 84 14
12/14/95 2.000 6.7 30 140 19 3.100 17 150 380 65 460 NO NO 14 NO 1,900 12 77 240 37
2/28/96 1.500 6.3 35 160 25 3,300 13 91 290 55 720 NO 6.3 53 10 2.200 9.6 61 200 39
3119/96 1,000 4.0 15 79 12 2,000 7.5 41 120 21 580 NO 2.9 17 3.4 2.200 5.9 33 110 18
4/26/96 2,500 4.4 16 120 15 2,800 8.6 41 150 24 160 NO 0.8 4.0 0.9 3.500 5.3 27 107 20
5/22/96 2,100 4.8 17 110 15 2.500 7.6 45 130 23 290 NO 0.9 18 3.2 2,500 5.4 30 110 18
6/28/96 1,100 2.6 10 81 11 1,100 5.1 29 82 14 540 NO 0.9 14 2.6 1,600 4.6 25 99 16
(9/17/96/dr
me Environmental
Solutions Inc.
92-247
VFH = Volatile Fuel Hydrocarbons.
NO = Not detected.
ppmv = Parts per million by volume.
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SEWER
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FORMER NAVY OIL COMPANY SITE
1433 UNION AVENUE
BAKERSFIELD, CALIFORNIA
ENVIRONMENTAL SOLUTIONS, INC.
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- - - - SANTA FE PROPERTY BOl-"IDARY
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-E - E - ELECTRICAl LINE FOR THERMAL OXIDIZER
NATURAl GAS LINE FOR
-G-G- SUPPLEMENTAl FUEL
EXISTING CONDUIT FOR GROUND WATER
-c-c- PUMPING OPERATION (BURIED 3 FEET BGS)
- ss - EXISTING 14· DIAMETER SANITARY SEWER
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ATTACHMENT A
GROUND WATER ANALYSIS RESULTS
·
·
Environmental
Solutions Inc.
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--
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ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
.
Environmental Solutions, Inc.
ATTN: Mr. Tom witte
21 Technology Dr.
Irvine, CA 92718
Client Project ID: Navy oil
Client Project #: 92-247
Analysis Method: 3510/8015m
Sample Description: Water
Sampled : 06-27-96
Received: 06-28-96
Analyzed: 07-02-96
Reported: 07-08-96
Laboratory Reference #: ESI 7667
EXTRACTABLE FUEL HYDROCARBONS (EPA 8015m)
Laboratory Client Extractable
Sample Sample Hydrocarbons
Number Number (mg/l)
96060591 MW-5 N.D.
. 96060592 MW-8 N.D.
96060593 MW-6 N.D.
96060594 MW-3 N.D.
Detection Limit:
0.5
Extractable 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.
ORANGE COAST ANALYTICAL
. ~Þ/ ~~
Mark Noorani
Laboratory Director
· .
.-. ...
........
--
--
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
I.
Environmental Solutions, Inc.
ATTN: Mr. Tom witte
21 Technology Dr.
Irvine, Ca 92718
Client Project ID: Navy oil
Client Project #: 92-247
Analysis Method: EPA 5030 I 8015m I 8020
Sample Description: Water
Sampled : 06-27-96
Received: 06-28-96
Analyzed: 07-01-96
Reported: 07-08-96
Laboratory Reference #: ESI 7667
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION (EPA 8015m/8020)
Laboratory Client Volatile Fuel Ethyl Total Surrogate
Sample Sample Hydrocarbons Benzene Toluene Benzene Xylenes Recovery
Number Number ug/l ug/l ug/l ug/l ug/l TFT*
(ppb) (ppb) (ppb) (ppb) (ppb) (%)
96060591 MW-5 N.D. N.D. N.D. N.D. N.D. 103
41060592 MW-8 N.D. N.D. N.D. N.D. N.D. 101
060593 MW-6 N.D. N.D. N.D. N.D. N.D. 101
96060594 MW-3 N.D. N.D. N. D.. N.D. N.D. 101
Detection Limit:
50
0.3
0.3
0.5
0.5
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
* alpha, alpha, alpha-trifluorotoluene
ORANGE COAST ANALYTICAL
~~~ß~
Mark Noorani
Laboratory Director
. .
... ...
.......
--
--
...... .....,.
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
.
QC DATA REPORT
Analysis: EPA 5030 / 8015m / 8020
Date of Analysis : 07/01/96
Laboratory Sample No : 96060591
Laboratory Reference No : ESI 7667
Analyte
Benzene
R1 SP MS MSD PR1 PR2 RPD
(ppb) (ppb) (ppb) (ppb) % % %
0.0 20 20 20 100 100 0
0.0 20 18 18 90 90 0
0.0 20 18 18 90 90 0
0.0 250 220 240 88 96 9
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) / 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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--
....... ....,
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
ac DATA REPORT
Analysis: Extractable Fuel Hydrocarbons (EPA 8015m)
Date of Analysis: 07/02/96
Laboratory Sample No : OCA 100
Laboratory Reference No : ESI 7667
Analyte
R1
(ppm)
SP
(ppm)
MSD
(ppm)
PR1
%
PR2
%
44
RPD
%
13
.
Hydrocarbons
0.0
Definition of Terms:
R1
MS
(ppm)
5.0
2.2
50
2.5
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
I . ORANGE COAST ANALYTICAL
~~~
MARK NOORANI
Laboratory Director
CHAIN OF CUSTODY RECORD
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Project No.: 77. - 'l..'-I '¡ -
Site Location: ?"'I.. '~/.' \1::/1 ( ,'-.-... C þ..
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\ ~ ENVIRO ENTAL SOLUTIONS, C.
. 21 Technology Drive
Irvine, California 92718
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Relinquished by:
Received by: C,Y-'),^ 9 - - ,:.~
torage Requirements:
ENVIRONMENTAL SOLUTIONS, INC.
2815 Mitchell Drive, Suite 103
Walnut Creek, California 94598
o
The material(s) listed are received for analysis and/or treatability evaluation and remain the
property of the client and not Environmental Solutions, Inc. At the conclusion of the test work,
all remaininJ( material(s) will be returned to the client for eventual disposal at a licensed facilitv.
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ATTACHMENT B
SEMIANNUAL MONITORING REPORT
.
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TRC Environmental
Solutions Inc.
21 Technology Drive
Irvine, California 92718
Telephone 714-727-9336
Facsimile 714-727-7399
July 12, 1996
Project No. 92-247
Ms. Lara Kimm
Wastewater Division
Public Works Department
City of Bakersfield
8101 Ashe Road
Bakersfield, California 9~313
Semiannual Monitoring Report
January through June 1996
Industrial Wastewater Discharge Permit No. 2-BK-0020
Santa Fe Railway Company
1433 Union Avenue
Bakersfield. California
Dear Ms. Kimm:
This letter summarizes the first half of 1996 effluent monitoring results for the discharge
located at the 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. 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 January 1 to
June 28, 1996 was 64,110 gallons.
· The average discharge per day was 356 gallons (0.0004 mgd),
well below the permitted flow of 0.003 mgd.
· The LEL in the headspace of the temporary holding tank ranged
from <0.01 percent to 0.03 percent.
· As shown ~I) Table 1 (attached), the monitoring parameters did not
exceed the effluent limitations.
During the last week of December 1995, the weekly batch discharge was modified to a
continuous discharge. This work was completed as described in the Petition to Change
Effluent Limitation letter dated December 8, 1995, and approved pursuant to your letter
dated December 18, 1995. The revised IWD permit was issued February 2, 1996 and the
sampling frequency of the discharge was reduced to semiannual sampling.
@
.
.
'.
TIIC Environmental
Solutions Inc.
Ms. Lara Kimm
July 12, 1996
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
infonnation, 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 contact Matt Eaton at (714) 727-9336.
Sincerely,
i>Pf~
Tim C. Lassen, P. E.
Project Director
TCUJA:as
Attachments
cc: Mick Hardin, Santa Fe Railway Company
Brian Pitts, Kern County Environmental Health Services Department
Howard Wines, City of Bakersfield Fire Department, Office of Environmental Services
Matt Eaton, TRC Environmental Solutions, Inc.
"'t
@
·
·
·
TABLE 1
ANALYSIS RESULTS
IWD PERMIT 2-BK-0020
1433 UNION AVENUE
BAKERSFIELD, CALIFORNIA
EPA PARAMETER ANALYTICAL RESULTS
PARAMETERS MElliOD LIMITATIONS
7128/94(1) 12130/94(1) 3/21!95( \) 4/25/95(2) 6121/95(2) 9/25/95(2) 12114/95(2) 6/28/96(2)
Temperature (0 F) NIA 150° F - - - - - - - 84
FIashpoint (0 C) PMCC >140 >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
(mgIL)
Total Suspended Solids 160.2 * 40 2,200 <4.0 <4.0 <4.0 <4.0 210 <4.0
(mgIL)
Total Dissolved Solids 160.4 3.500 400 300 180 250 190 280 220 340
(mgIL)
pH (units) 150.1 6.0 - 12.0 6.2 6.4 6.8 6.2 6.4 5.9 6.3 7.2
Benzene (mgIL) 602 0.50 0.24 0.002 0.0006 0.34 0.13 0.001 <0.0003 0.16
Toluene (mgIL) 602 3.39 0.28 0.46 <0.0003 0.098 0.053 <0.0003 0.001 0.023
Ethyl Benzene (mgIL) 602 7.92 0.0096 <0.0005 <0.0005 0.018 0.0092 <0.0005 <0.0005 0.027
Total Xylenes (mgIL) 602 * 0.29 0.42 0.0026 0.31 0.311 0.11 0.024 0.250
Oil and Grease 413:1 * 1.8 1.8 <2.0 5.8 12 5.9 60 79
Lead 239.1 0.90 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.059
(I) Sample contained liquid recovered from Monitoring Well MW-7 only.
(2) Sample contained liquid recovered from Monitoring Wells MW-4 and MW-7.
92-247 (7/12/96Ibg)
N/A
PMCC
Not Analyzed.
Pensky·Martins Closed Cup.
No limits. but monitoring required.
= Analytical results are less than detection limits stated.
*
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Solutions lnc.
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ATI ACHMENT C
V APOR ANALYSIS RESULTS
.
.
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.........
--
--
--
ORANGECOASTANALYnCAL,IN~
3002 Dow, Suite 532, Tustin. CA 92680
(714) 832-0064, Fax (714) 832-0067
~ironmental Solutions, Inc.
ATTN: Mr. Tom Witte
21 Technology Dr.
Irvine, CA 92718
Client Project ID: Navy oil
Client Project #: 92-247
Analysis Method: EPA 8015m I 8020
Sample Description: Air
Laboratory Reference #: ESI 7666
Sampled : 06-28-96
Received: 06-28-96
Analyzed: 06-28-96
Reported: 07-08-96
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)
96060587 E-1S 1,100 2.6 10 11 81
96060588 E-1D 1,100 5.1 29 14 82
, 41060589 E-2 540 N.D. 0.9 2.6 14
060590 E-3 1,600 4.6 25 16 99
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
~J ~~/1~
Mark Noorani
Laboratory Director
.
,
CHAIN OF CUSTODY RECORD
Remarks
-
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1/
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Page I of. L
Project Name:~
Project No.: '':¡'' - 2-
Site Location: i? /'. l..- (' I ( j ,..'11::( I)
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ENVIRON ENTAL SOLUTIONS, ~C.
21 Technology Drive
Irvine, Ca1ifomia 92718
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InstJUction~ I ShiprÍ1ent I andling! 's orage Requirements:
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ENVIRONMENTAL SOLUTIONS, INC.
2815 Mitchell Drive, Suite 103
Walnut Creek, Ca1ifomia 94598
o
The material(s) listed are received for analysis and/or treatability evaluation and remain the
property of the client and not Environmental Solutions, Inc. At the conclusion of the test work,
all remaining material(s) will be returned to the client for eventual disposal at a licensed facility.
· .
.-. .-.
..... ....
--
--
..... .....,.
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
4Itvironmental Solutions, Inc.
ATTN: Mr. Tom witte
21 Technology Dr.
Irvine, CA 92718
Client Project ID: Navy oil
Client Project #: 92-247
Analysis Hethod: EPA 8015m I 8020
Sample Description: Air
sampled : 05-22-96
Received: 05-22-96
Analyzed: 05-23-96
Reported: 05-28-96
Laboratory Reference #: ESI 7512
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)
96050499 E-1S 2,100 4.8 17 15 110
96050500 E-1D 2,500 7.6 45 23 130
41050501 E-2 290 N.D. 0.9 3.2 18
6050502 E-3 2,500 5.4 30 18 110
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
.
CHAIN OF CUSTODY RECORD
Remarks
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INC.
ENVIRONMENTAL SOLUTIONS,
21 Technology Drive
Irvine, California 92718
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ENVIRONMENTAL SOLUTIONS, INC.
2815 Mitchell Drive, Suite 103
Walnut Creek, California 94598
o
The material(s) listed are received for analysis and/or treatability evaluation and remain the
property of the client and not Environmental Solutions, Inc. At the conclusion of the test work,
all remaining material(s) will be returned to the client for eventual disposal at a licensed facility.
· .
....
.... .....
WIlla ...
--
--
ORANGECOASTANALYnCAL,IN~
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
~ironmental Solutions, Inc.
ATTN: Mr. Tom witte
21 Technology Dr.
Irvine, CA 92718
Client project ID: Navy oil
Client Project #: 92-247
Analysis Method: EPA 8015m I 8020
Laboratory Reference #: ESI 7403
Sampled : 04-26-96
Received: 04-29-96
Analyzed: 04-29-96
Reported: 05-01-96
Sample Description: Air
VOLATILE FUEL HYDROCARBONS WITH BTEX DISTINCTION tEPA 8015m/8020)
Laboratory Client Volatile Fuel Ethyl Total
Sample Sample Hydrocarbons Benzene Toluene Benzene Xylenes
Number Number
(ppm) (ppm) (ppm) (ppm) (ppm)
96040657 E-1S 2,500 4.4 16 15 120
96040658 E-1D 2,800 8.6 41 24 150
'040659 E-2 160 N.D. 0.8 0.9 4.0
6040660 E-3 3,500 5.3 27 20 107
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
~~ 7'/r7~
Mark Noorani
Laboratory Director
Total Number of Samples Shipped: J./- Shipper's Signature:-7Z
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Project Name: /\ fA 1/ Y () I ( /
Project No.: 92 - /. 'I :).
SiteLocatiOn:~k·el("<:;PiI'=L-0 C A
Date: q 1..ldL.J~
Sample Type
Depth I ~ ~ Water Solid
:.. 'II£.. r,~ ~ If-
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Ship To: n:f?A A/Cé r:',.<¡ <: r-j!J,.¡{:¡t..
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./
o ENVIRONMENTAL SOLUTIONS, INC. 0 ENVIRONMENT AL'SOLUTIONS, INC.
21 Technology Drive 1172 Pelican Bay Drive
Irvine, Calüomia 92718 Daytona Beach, Florida 32119
.,.'"
. "'1
Received by: ~
SpcciallnstrUctions I Shipment I Handling! Storage Requirements:
o ENVlRONMENTALSOLUTIONS,INC. 0 ENVlRONMENTALSOLUTIONS,INC.
1201 N. McDowell Boulevard 281S Mitchell Drive, Suite 103
Petaluma, Calüomia 949S4 Walnut Creek, Calüomia 94S98
,'" .
The materlal(s) listed are received ror analysis anellor treatability evaluation and remain the
property or the client and not Environmental SoIutloos, Ioe:. At the conclusion or the test work,
all remaining materlal(s) will be returned to the client ror eventual disposal at a licensed radlity.
· .
... ...
..... ...
--
--
--
ORANGE COAST ANAL YTICAL, INC.
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
!.
Environmental Solutions, Inc.
ATTN: Mr. Tom Witte
21 Technology Dr.
Irvine, CA 92718
Client project ID: Navy oil
Client Project #: 92-247
Analysis Method: EPA 8015m / 8020
Sample Description: Air
sampled : 03-19-96
Received: 03-20-96
Analyzed: 03-20-96
Reported: 03-26-96
Laboratory Reference #: ESI 7241
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)
96030312 E-1S 1,000 4.0 15 12 79
96030313 E-1D 2,000 7.5 41 21 120
.30314 E-2 580 N.D. 2.9 3.4 17
96030315 E-3 2,200 5.9 33 18 110
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
~r/7:~~
Mark Noorani
Laboratory Director
CHAIN OF CUSTODY RECORD
.
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.
[ of, [
Name: NA 1.1'/ (-::''''
No.: 9 2 - J. q 'J
Site Location: /? '" L' I'-',' " I.ï ¡:-l.f)
Page,
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Project
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Ship To: ~.AA.'/:.r- (/>A<:r AJJ....ln(~L..
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ENVIRO~ME~T AL SOLUTIONS, INC.
21 Technology Drive
Irvine, California 92718
Date
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Signature
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Total Number of Samples Shipped:
RelinQuished by=-- ./ ¿._
Rcceived by:
Relinquished by:
Rcceived by:
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Received by: ( .. "^J'_'¥~~ ~--<r)7A''('19/\
SpcciallnslIUctions I Shipm'ent I dlingl Storag \ Requirements:
í2.£ ;::-v'- 0' -r ú -röI""Î (J, i7 t:::.
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ENVIRONMENTAL SOLUTIONS, INC.
2815 Mitchell Drive. Suite 103
Walnut Creek I California 94598
D
The material(s) listed are received for analysis and/or treatability evaluation and remain the
property ofthe client and not Environmental Solutions, Inc. At the conclusion of the t~st work,
all rernainingmaterial(s) will be returned to the client for eventual disposal at a licenséd facility.
. .
~...
.... ....
--
--
.--
ORANGECOASTANALYTICAL,IN~
3002 Dow, Suite 532, Tustin, CA 92680
(714) 832-0064, Fax (714) 832-0067
.
Environmental Solutions, Inc.
ATTN: Mr. Tom Witte
21 Technology Dr.
Irvine, CA 92718
Client Project ID: Navy oil
Client Project I: 92-247
Analysis Method: EPA 8015m / 8020
Laboratory Reference #: ESI 7172
Sampled : 02-28-96
Received: 02-29-96
Analyzed: 03-01-96
Reported: 03-04-96
Sample Description: Air
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)
96020410 E-1S 1,500 6.3 35 25 160
96020411 E-D 3,300 13 91 55 290
.020412 E-2 720 N.D. 6.3 10 53
96020413 E-3 2,200 9.6 61 39 200
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
.
CHAIN OF CUSTODY RECORD
,
!
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,
Sitc Local )n: /. .. I: ! I" ¡ ,.::.:
Datc: :. I~~
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Special InstrUctions / Shipment / Handling! Storage Requirements:
1
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INC.
ENVIRONMENTAL SOLUTIONS,
21 Technology Drive
Irvine, California 92718
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ENVIRONMENTAL SOLUTIONS, ÏNC.
2815 Mitchell Drive, Suite 103 '
Walnut Creek, California 94598
J ~
The máterial(s) listed are received for analysis and/or treatability evaluation and remain the
property of the client and not Environmental Solutions, Inc. At the conclusion of the test work,
all remaininl! material(s) will be returned to the client for eventual disposal at a licensed facility.
.
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ATTACHMENT D
SUPPORTING CALCULATIONS
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Step 4: Calculate Pounds ofi VOCs Destroyed
_ ! per Day (VOCd Where: I
I I I
VOCd =IWc «60minJhr) 24hr/day) (Ave Flow Rate]
I (90 ]b/mole»/l ¡JOOOOO (379 cu ftllb mole)
1 i I
VOCd Dec9~ 2]] iIibs. per day I
1 ¡ ¡
VOCd Jan 95=1 44711 bs. per day I
¡ I ,
VOCd Feb 95=iAve of January ¡Jd March -(447 + 2]0)n-
1328 ]bs per day I
VOCd Mar9509 21011 bs. per day I
1 i I
VOCd Apr95 ~ 7811 bs. per day ¡
I '
, ,
, ,
VOCd May95 j 146!1 bs. per day I
I ì :
I ' ,
VOCd June 951 1481 bs. per day I
: : I
VOC<!.July95~__135l bs.perday i
, ,
! . i
95! bs. per day I_
i I
2 i71I bs. per day i
t
L
I
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TIK EJ L____ 1_
SolutioiJs IlIc.
~s. per day
1731 ]~bs. per day
1651 bs. per day
I
I
] 65iI.bs. per day
116[lj..bs. per day
II
ï87tLbs. per day
,/
1591I;..b~ per day
II
9011~bs. per day
,
!
VOCd Aug. 9~
,
I
VOCd Sept. 95
ì
VOCd Oct. 95 [
I
VOCd Nov. 9~
I
VOCd Dec. 951
I
I
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t
IDee. Total
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IJan. Total =
I
I
4Feb Total =
::r
Mar. Total = [248.6
~
9~
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T
f
T
t
t
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1
VOCd Feb.
VOCd Mar.
VOCd AI>r,
VOCd May
VOCd June
(
l
I
[
i
J.
-1
-1
.1
1
-1
= 1]66
F
:Ë
,
-+158
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i
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1203.5
r
:c
i
I
jï76
1-
240
I
i
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E-3
30
30
30
54
'--35
44.5
24
25
2š
32
32
35
37
39
36
40
37
¡
+
T
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I
T
T
T
T
.L
1-
1
+
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t
T
1
1
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; 1
1 1
Step 2: Input Flow Rates from Weekly Monitoring
I I I -
, ,
I i I
¡ I Flow Rate - CFM
I ¡ E-ID I E-2
Dec. 5. ]994 I t 48 t 33
Dec. 30, 1994 I 48 33
Ave. Dec. ]9941 I 48 T 33
I I I
Jan. ]7. ]995 I I 68 I 34
Ave.Janl995 i l 68 1 34
I I I
Feb. 2. ]995 ' ï 50 I 27
Feb. 16. 1995 I ¡ 50 T 28
Ave Feb. ]995 i i 50 T 28
~ ¡ T
Mar. 3, ]995 +
Mar.8.1995 i T
Mar. 15. 1995 ¡ :t
Mar. 2],1995 I 1
Mar. 29, 1995 i I
Ave Mar.] 995 I I
I I
Apr. 13, 1995 i T
Apr. 23. ]995 I
Ave. Apr. ]995 +
T
,
T
i
I
i
t
i
t
.L
;
1-
i
T
t
I
I
T
Pounds of VOCs Destroyed By Thermal Oxidizer
Former Navy Oil Company Lease Sitej
1433 Union A venue, Bakersfield, California
i -- r
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Step 3: Calculate Weigh, (Wc) of Hydrocarbons in Flow
To Thermal Oxidizer I I
ILL I I
WC=!(TPH * Flow E-]S) + (TPH * Flow E-]D) + (TP, H * Flow E-~ +
(TPH*Flow E-3)/Ave Flow For Month T 1
T
I ¡ I
We Dec. 94=1 3725lppmv +-
We Jan. 95 = 6]9Blppmv +
We Feb. 95 - No bag Samples Collected 1-
We Mar. 95 - 2472 I ppmv t'
We Apr. 95 = 1120 ppmv
We May 95= 24li)ppmv T
WcJune95- 1809ppmv
We July 95 = ]545 ppmv
We Aug. 95 = ]268 ppmv
We Sept. 95 = 2435 ppmv
We Oct. 95- ]OB2ppmv
We Nov. 95 = 2019 ppmv
WcDec.95-1 ]929ppmv
We Jan. 96 = ,No Samples Collected
We Feb. 96= ]925ppmv
We Mar. 96= 1362ppmv
We Apr. 96= 2]85 ppmv
We May. 96= 1855 ppmv
We June 96= 1058 pl'.mv
,
I
"'t
I
36
32
40
38
43
38
35
50
42.5
E-IS
55
55
55
--é 74
_____1--. 78
---L 96
--.L 83
----L. 94
---1- 85
¡ -;¡o
77
77
87
80
99
83
93
88
74
43
58.5
52
55
53
,
i
l
,
J j ,
I Effluent TPI!- ppmv (EP~ 8015) Bag Samples
E·15 t E-lD l E-2 -+- E-3
± 5700 1~.1... 650
3000 i 1800 I 9000
t 3800 Î 1600 :+: 4500
~ 1600 I 440 I 1800
¡ 1500 i 2100 ¡ 3700
t 1300 I 1900 2000
T 1300 I 560 , 2800
I 1200 I 1200 I 1400
1 3500 1 800 1. 4000
i 1500 f 410 : 1300
t 2700 t 380 ! 1800
i 3100 i 460 i 1900
I 3300 I 720 I 2200
1. 2000 1 580 1 2200
1 2800 ¡ 160 l 3500
1 2500 ¡ 290 l 2500
i 1100 : 540 i 1600
--- t .
1 1 !
, ,
i !
i
5400
9800
7ïõ
620
2600
2100
1600
1300
1900
1100
2600
2000
1500
1000
2500
2100
1100
,
Dec. 1994
Jan. 1995
Mar. 1995
Apr. 1995
May. 1995
June. 1995
July. 1995
Aug. 1995
Sept. 1995
Oct. 1995
Nov. 1995
Dec. 1995
996
1996
1996
1
Feb. 1996
Mar. 1996
Apr.
May.
June.
Step
255
220
260
250
250
250
250
250
250
250
250
Apr. Total=
May.Total=
ì
¡June. Total=
iJuly. Total=
August Total=
June Tota]=
l
i
¡
[sept. Total=
I Oct. Total=
I
INov. Total=
I
IDee. Total=
I
~Feb. Total=
!Mar. Total=
I
[Apr. Total=
May Tota]-
51
39
42
44
38.6
46
40.3
44.6
64
51
51
46
39
57
25
25
,
¡
;
t
i
f
¡
I
I
I
I
I
I
I
¡
j
!
I
45
42
43
43.3
61.8
60
61.6
70.5
64
69
60
60
60
68
71
71
I
1
I
t
46
58
5]
58
51
53.3
1
73.8
81.3
85.]
80
74
63
66
57
69
80
72
82
Page
!
i
i
32 I
34 i
40 I
35.3 !
51 I
I
July. 25. 1995 57 I
I
IAug. 28, ] 995 48 I
i
Sept. 28, ] 995 69 I
, I
¡
Nov. 2, ]995 I 85 J
Nov. 30, ]995 I 85
Dec. 14, ]995 I ì
72
1
Feb. 28. ]996 67 I
I
Mar 19. 1996 67.1
Apr 26, ]996 62.8
1
May 22. 1996 62.5
I
~un.28, 1996 62 T
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t t
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too Concentration
f
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