HomeMy WebLinkAboutUNDERGROUND TANK (2)
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. grou~dw...~r resources inc.
~ A RfSNA Company
, sou so. UNION AVE.
IJMŒRSFIELD. CALIFORNIA 9.1307
General Engince>ring Contr.Klor
Class NH¡¡z License No. 609572
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CARNATION/F A VORITE FOODS
201 Union Avenue
Bakersfield, California
QUARTERLY PROGRESS REPORT
March 1992
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Environmental Solutions
ThrfJugh Applied Science,
Engineering & Construction
MAILING ADDRESS: p, 0, BOX 9383, BAKERSFIELD, CA 93389 (805) 835-7700
FAX (805) 835-7717
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groundwater resources inc.
~ A RESNA Company
1 SOO SO. UNION AVE:.
BAKERSFIEI.D, CALIFORNIA <)3307
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Environmental Solutions
Through Applied Science,
Engineering & Construction
Ceneral EnginccringContractor
CI<1SS IVHaz License No. 609572
March 3, 1991
Mr. Thomas Paxson
Kern County Air Pollution Control District
2700 M Street, Suite 200
Bakersfield, CA 93301
Re: Quarterly Progress Report
Carnation/Favorite Foods
201 Union Ave.
Bakersfield, Ca.
A TC Pennit #0230001
Dear Mr. Paxson,
INTRODUCTION
The remediation project at the Favorite Foods facility at 201 Union Ave. in Bakersfield, California
is now complete. The last weekly sampling event took place on December 6, 1991 and a request
for closure report was submitted to the Kern County Department of Environmental Health Services
(KCDEHS) on January 6, 1992. The KCDEHS agreed with our request to discontinue vapor
extraction at the site and closure is presently. awaiting the submittal of a risk assessment
BACKGROUND
RESNNGroundwater Resources Inc.(RESNA) started construction of the vapor extraction
system at the site on June 21, 1991 after receiving an authority to construct pennit (#0230001)
from the Kern County Air Pollution Control District (APCD). The equipment was installed and
testing of the system was started on June 28, 1991. A four-hour test was performed on July 11,
1991 in which air samples were collected every hour for four hours. During the week following
the four-hour test, the system was sampled once a day. On July 22, 1991 an inspection was
perfonned by the APCD in which they checked the system for completeness. Verbal approval of
the system was given by APCD inspector Mr. Gilbert Navarro. The system ran consistently (24
hours a day) from July 16, 1991 to November 4, 1991, when the system was shut-down for a
two-week period to see if vapor concentrations would significantly increase after re-start.
MONITORING
Initial monitoring indicated a high methane content in the vapor stream causing higher then
predicted Lower Explosion Limit (LEL) readings between and after the carbon canisters (see
attached field data sheets). An air sample was collected and analyzed to confirm the methane
content. Methane has continued to decrease in the vapor stream as the project has progressed.
Sampling of the vapor extraction system took place once a week as required by the APCD since the
first week. Air samples have been collected in Tedlar bags from the inlet, between the carbon
drums, and at the stack to detect concentrations of gasoline and diesel constituents in the vapor
MAILING ADDRESS: p, 0, BOX 9383, BAKERSFIELD, CA 93389 (805) 835-7700
FAX (80S) 835-771 7
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Kern County APCD
) . .,' &FJ1ation Quarterly Report
March 3, 1992
Page 2
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stream at these locations.
Using both analytical data and field data, the rate of pounds of hydrocarbons extracted has been
calculated (see attached tables). The tables present two sets of calculated data; the first is pounds
per day extracted based on analytical data from inlet air samples (after dilution, just before passing
through the carbon) and pounds per day extracted using analytical data from the extraction well
(RW-l, before dilution). These two values show a good correlation. On December 10, 1991 the
accumulated pounds extracted were approximately 547 pounds.
Inlet air samples analyzed have shown a steady decrease in gasoline vapor content in the extracted
air stream. Initial pounds of product extracted were approximately 36 pounds per day, which
decreased to 0.94 pounds per day by December 6, 1991. Chart 1, shows this decline in pounds of
product extracted per day. Chart 2 shows accumulated pounds of volatile organic compounds
(VOC's) extracted. Samples taken from the extraction well (RW-1), inlet port (after dilution), and
between 1 & 2 carbon drums have been analyzed by RESNA's gas chromatograph (GC) for Total
Petroleum Hydrocarbons (TPH) as gasoline. Selected air samples have been analyzed by both
RESNA's GC and by a certified laboratory to ensure that RESNA's GC is giving viable numbers.
All stack samples have been analyzed by a certified analytical laboratory. Copies of the certified
analytical reports for the last quarter are enclosed for your review.
The first granulated activated carbon (GAC) canister was replaced on August 6, 1991, after
approximately 347 pounds of VOC's were adsorbed. Elevated Hnu and LEL readings indicated
break-through had occurred. The second GAC canister was moved into the first position and the
third canister (not used yet) was moved into the second position. Approximately 153 pounds of
VOC's were adsorbed in this drum before the initial two GAC canisters were replenished with new
carbon on October 8, 1991 and the spent carbon was transported off-site to be regenerated. The
final GAC drum adsorbed approximately 47 pounds of hydrocarbons before the system was shut-
down. The spent carbon will be transported off-site and regenerated
The system was shut-off on November 4, 1991 following a weekly sampling event. The system
was restarted on November 19, 1991, and air samples were collected with-in 30 minutes of the re-
start Analytical results were compared to past concentrations to see ü hydrocarbon concentrations
increased significantly or stayed the same following the shut-down period. Based on RESNA's
gas chromatograph, concentrations increased from 0.095 ug/cc to 0.16 ug/cc TPH gasoline. This
increase is minimal compared to original concentrations seen at the start-up of the project (38
ug/cc). The system continued to run until December 10, 1991.
Two confinnation borings were drilled on December 23, 1991. Analytical results showed that the
volatile organic compounds had been removed, but heavy end hydrocarbons remained in-place. A
risk assessment dealing with the remaining hydrocarbon plume will be submitted to the KCDEHS
shortly.
If there are any questions concerning this project please contact me at (805) 835-7700.
Sincerely,
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Robert J. Becker
Registered Geologist #5076
CARNATION/Fav. Foods
PROJECT CARNATION FAVORITE FOODS BAKERSRELD. CA. VaDor Extraction Data
REOORDS
· CARBON INLET · WELLS · COMMENTS
· · · Bold Values are from Certified Labs
· RUN STACK STACK INLET INLET INLET Betwn 1 & 2 . · Other Values are from GRl's GC and Field
TIME · HRS "H2O Ug/cc Hnu "H2O 02 ug/cc · "H2O Hnu C~% · Data Collected.
................ .. ........ .. .. It .. .. It .. It .. .. ...... It .. .. .. .. ..... ."It.*...... .. ..".. .".." .. .. .. .. It .. ..It.................··.·······
2/12/91 3:00 · 3 200 0.4 · 0.2 170 ? · Pilot Test
7/1/91 3:02· 5 1.35 <1 140 1.15 <1 · 0.25 170 · S-1 (stack) ND
7/2/91 2:40· 6 1.25 140 0.85 15 · 0.25 160 · High Methane Readinas on OVA 1000+
7/3/91 11 :30 . 18 1.1 150 0.9 17 · 0.25 145 1 1 · 34" Vac on RW-1: GRI-1, RW-2 Inlet
7/8/91 3:05 · 36 1.2 160 0.95 18 · 0.25 170 8.6· Sensor .5 to 1,1 % LEL
7/9/91 4:00 · 59.5 1.2 145 0.95 16,2 · 0.25 150 12 ·
7/10/91 10:15 · 75.5 1.2 125 0.95 17 <1 · 0.25 100 13.3 · 1 &2 Spl = ND «1), Cal LEL Sensor
7/11/91 9:00 . 76,5 1.2 <1 130 0.95 17 <1 · 0.25 140 10 · Start 4-Hour Test, Stack-1 ND-l<1)
10:00 · 77.5 1.2 <1 120 0.95 17 <1 · 0.25 140 · Stack-2 ND «1)
11 :00 . 78.5 1.2 <1 130 0.95 17 <1 · 0,25 140 · Stack-3 ND «1)
12:00 · 79.5 1.2 <1 130 0.95 16.7 <1 · 0.25 140 · Stack-4 ND «1)
1 :00 . 90.5 1.2 <1 140 0.95 17 <1 · 0.25 135 13 · Stack-5 ND «1)
7/12/91 3:00 . 106.5 1.2 140 0.95 17 · 0.25 ·
7/15/91 2:20 . 118.5 1.2 <1 135 0.93 16.5 <1 · 0.3 140 10.5 . Sensor 0.4% LEL, Stack ND
7/16/91 3:45· 142.5 1.17 <1 120 0.93 17.5 <1 · 0.3 140 14.5 . Spl RW-1, Stack ND
7/17/91 4:15 . 166.5 1.17 <1 120 0.93 18.5 <1 · 0.3 140 14.8 . RW-1 28" H20 Vac, Cal LEL to 108%
7/18/91 3:55 · 190.5 1.2 <1 105 0.91 18 <1 · 0.3 135 15.4 . OVA 1000+ at RW-1, Open GRI-1
7/19/91 4:00 · 214,5 1.25 <1 100 0.95 17.2 <1 · 0.3 135 15.6 · Close GRI-1, RW-1 Open, others inlets
7/20/91 . 238,5 1.25 100 0.95 17.2 · 0.3 135 15.6 ·
7/21/91 · 262.5 1.25 100 0.95 17.2 · 0.3 135 15.6 ·
'7/22/91 . 286.5 1.17 100 0.93 19.5 · 0.3 90 ·
7/23/91 . 310.5 1.17 100 0,93 19.5 · 0.3 90 ·
7/24/91 · 334.5 0.93 · 0.3 ·
7/25/91 · 358.5 0.93 · 0.3 ·
7/26/91 . 382.5 1.15 <1 85 0.87 18.8 <1 · 0.3 90 16,7 · 30" H20 vac on RW-1
7/27 to 8/2/91 · 550.5 1.15 <1 80 0.87 19.2 0.05 · 0.3 85 17.3 · #1 Close to Sat./RW-1 = 1.7 ug/cc (GRI)
8/5/91 3:00· 606.5 1.1 · 0.3 · HNU READINGS INCR BTWN 1 & 2
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CARNATION/Fav. Foods
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CARNATION Calculated Data
CARBON INLET WELL FLOW
Inlet cumulative inlet HC removal Cumulative well cumulative ext VOC's HC removal Cumulative
flow air flow conc. rate HC's xtrctd flow air flow, conc. rate HC's xtrctd
cfm 3lower, MCF g/cc Ibs/day Ibs cfm wells, MCF g/cc Ibs/day Ibs
55.2 13.6 3.80E-05 188.65 32.28 2/12/91 3:00 39.0 0.0 3.80E-05 258.31 32.28
93.6 24.8 4.34E-06 36.53 35.32 7/1/91 3:02 43.7 5,3 3.80E-06 14.91 33.52
80.5 29.7 4.34E-06 36.53 36.63 7/2/91 2:40 43.7 7.9 3.80E-06 14.91 34.14
83.0 89.4 4.34E-06 32,39 52.83 7/3/91 11 :30 43.7 39.3 5.70E-06 22.37 45.33
85.1 181.3 4.34E-06 33.20 77.73 7/8/91 3:05 43.7 86.4 5.70E-06 22.37 62.10
85.1 301.3 4.34E-06 33.20 110.23 7/9/91 4:00 43~7 148.0 5.70E-06 22.37 84.01
85.1 383.0 2.07E-06 15.84 120.79 7/10/91 10:15 43.7 189.9 5.70E-06 22.37 98.92
,
85.1 388.1 3.10E-06 23.72 121.78 7/11/91 9:00 43.7 192.5 6.40E-06 25.12 99.97
85.1 393.2 2.46E-06 18.82 122,56 1 /0/00 10:00 43.7 195.1 6.40E-06 25.12 101.01
85.1 398.3 2.87E-06 21.96 123.48 1 /0/00 11 :00 43,7 197.7 6.40E-06 25.12 102.06
85.1 403.4 3.24E-06 24.79 124.51 .1/0/00 12:00 43.7 200.4 6.40E-06 25,12 103.11
85,1 459.6 3.16E-06 24.18 135.59 1/0/00 1 :00 43,7 229.2 4.92E-06 19.31 111.95
85.1 540.4 3.16E-06 24.18 151.71 7/12/91 3:00 43.7 271.1 4.92E-06 19.31 124.83
84.2 601.0 2.63E-06 19.91 161.66 7/i 5/91 2:20 47,8 305.5 4.92E-06 21.15 135.40
84.2 722.2 2.40E-06 18.17 179.82 7/16/91 3:45 47.8 374.4 4.00E-06 17.20 152.60
84.2 843,5 2.17E-06 16.43 196.25 7/17/91 4:15 47.8 443.2 3.76E-06 16.17 168.76
84.2 964.7 1.54E-06 11.66 207.91 7/18/91 3:55 47.8 512.1 3.76E-06 16.17 184.92
85.1 1087.2 1.69E-06 12,93 220.83 7/19/91 4:00 47.8 580.9 3.76E-06 16.17 201.09
85.1 1209.8 1.69E-06 12.93 233.76 7/20/91 0:00 47,8 649.8 3.76E-06 16.17 217.25
85.1 1332.3 1.69E-06 12.93 246.69 7/21/91 0:00 47.8 718.6 3.76E-06 16.17 233.42
85.1 1454.8 1.69E-06 12.93 259.62 7/22/91 .0:00 47.8 787.5 3.76E-06 16.17 249.58
84.2 1576.0 1.69E-06 12.79 272.41 7/23/91 0:00 47.8 856.4 3.76E-06 16.17 265.74
84.2 1697.3 1.69E-06 12.79 285.20 7/24/91 0:00 47.8 925.2 3.76E-06 16.17 281.91
84.2 1818.5 1.69E-06 12.79 297.99 7/25/91 0:00 47.8 994.1 3.76E-06 16.17 298.07
84:2 1939.7 7.00E-07 5.30 303.29 7/26/91 0:00 47.8 1062.9 1.26E-06 5.42 303.49
81.4 2760.5 5.90E-07 4,32 333.53 7/27 -8/2/91 33,8 1403.6 . 1.90E-06 5.77 343.90
81.4 3034,1 5.90E-07 4.32 343.60 8/5/91 33.8 1517.2 1.90E-06 5.77 357.37
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CARNATION/Fav. Foods
PROJECT · CARNAl ION / FAVORITE FOODS BAKERSRELD. CA. ·
RECOROO · · ·
· CARBON INLET · WELLS · COMMENTS
· · *
TIME · FU\I STACK STACK INLET INLET INLET Between 1 & ~ · ·
* HAS "H2O ug/cc Hnu "H2O 02 UQ/cc · "H2O Hnu CP'/o ·
..***......**. · ****.* ***.. ...** ..... ..... ......... · ***** ..... *.... * ....... .*. **........ *.. *.. ....
8/6/91 · 630.5 1.1 50 0.85 15 ppm Hnu · 0.4 55 · All 3 Wells on Vac.lChange out #1 Drum
8/6-8/9/91 · 702.5 1.1 <1 47 0.82 18 <1 · 0.4 65 17.5 ·
8/9-8/16/91 · 870.5 1.05 <1 40 0.8 17.8 0.0166 · 0.4 60 17.3 · Calibrate LEL Sensor
8/17-8/23/91 · 1038.5 1.05 <1 NA 0.85 17 0.052 · 0.4 450eOV A} 16.5· Sensor readinQ 1.9% LEL
8/24-9/4/91 * 1302.5 1.1 <1 25 0.85 18.7 0.045 · 0.4 50 18.5 ·
9/5-9/10/91 * 1422.5 1.1 <1 25 0.85 18 0.023 · 0.4 50 18 ·
9/11-9/19/91 · 1638.5 1.1 NA 25 0.85 18 0.058 . 0.4 45 18 *
9/20-9/26/91 * 1806.5 1.05 <1 25 0.8 18 0.158 · 0.4 35 17.7 · RW-l on Vac.,GRI-l & RW-2 Inlets
9/27-10/3/91 · 1974.5 0.85 <1 165(T) 0.65 18 0.45 · 0.4 160CTI P) 17.7 * Open Dilution After Sampling
10/4-10/14/91 · 2216 1.07 <1 70CT} 0.8 18.5 <0.2 · 0.45 85 en 18 ·
10/15-10/21/91 * 2384 1.05 <0.2 25 0.8 19.5 0.0285 · 0.45 30 18.2 · Put RW-2 on Vac w/RW-l
10/22-10/29/91 * 2576 1.1 <1 20 0.87 19 0.11 · 0.45 30 18.5 ·
10/30-11/4/91 · 2720 1.15 <1 35 0.85 19 0.72 · 0.45 35 18.5 · Shut-Down System for two weeks
11/18/91 0:00 · 2720.5 1.00 <1 25.00 0.85 19.0 NA * 0.45 30.00 18.5 · Sampled after turned on for 30-minutes
11/19-11/26/91 1 · 2912.5 1.00 <1 20.00 0.85 19.2 <0.03 * 0.45 30.00 18.7 · RW-1 and RW-2 on Vac. GRI-I inlet
11 ;27-12/6/91 · 3176.5 1.10 <1 35 en 0.85 19.0 <0.042 * 0.45 45CT} 19.0 · Drained Water Out Of Carbon
12/10/91 0:00 · 3272.0 1.10 NA NA 0.85 NA NA * 0.45 NA NA · SHUT -OFF SYSTEM
· · ·
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CARNATION/Fav. Foods
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CARNA TlON CAL.C LATED DATA
CARBON INLET WELL FLOW
Inlet cumulative inlet HC removal Cumulative well cumulative ext VOC's HC removal Cumulative
flow air flow conc. rate HC's xtrctd , flow air flow, conc. rate HC's xtrctd
cfm enaine, MCF ua/cc Ibs/dav Ibs TIME cfm wells, MCF ua/cc Ibs/dav Ibs
80.5 3150.0 5.90E-07 4.27 347.87 8/6/91 0:00 55.2 1596.7 1.90E-06 9.43 366.80
79.1 3491.5 2.50E-06 17.77 401.1 7 8/6-8/9/91 55.2 1835.2 1.90E-06 9.43 395.09
78.1 4278.6 5.40E-07 3.79 427.71 8/9-8/16/91 55.2 2391 .8 6.76E-07 3.36 418.58
80.5 5089.9 6.80E-07 4.92 462.15 8/17-8/23/91 55.2 2948.3 6.76E-07 3.36 442.07
80.5 6364.8 1.30E-07 0.94 472.50 8/24-9/4/91 55.2 3822.9 3.30E-07 1.64 460.09
80.5 6944.3 3.00E-08 0.22 473.59 9/5-9/10/91 55.2 4220.4 3.30E-07 1.64 468.28
80.5 7987.4 1.30E-07 0.94 482.05 9/11-9/19/91 55.2 4935.8 4.20E-07 2.08 487.04
78.1 8774.5 1.10E-07 0.77 487.46 9/20-9/26/91 55.2 5492.4 2.90E-07 1.44 497.12
70A 9484.0 1.20E-07 0.76 492.77 9/27 -10/3/91 55.2 6048.9 2.90E-07 1.44 507.19
78.1 10615.4 2.57E-07 1.80 510.93 10/4-10/14/91 58.6 6897.5 2.90E-07 1.53 522.56
78.1 11402.5 1.00E-07 0.70 515.84 10/15-10/21/9 58.6 7487.8 2.36E-07 1.24 531.26
81.4 12340.5 1.20E-07 0.88 522.87 10/22-10/29/9 58.6 8162.5 2.36E-07 1.24 541.20
80.5 13035.9 9.50E-08 0.69 526.99 10/30-11/4/91 58.6 8668.4 7.00E-08 0.37 543.41
80.5 13038.3 1.60E-07 1.16 527.02 11/18/91 58.6 8670.2 7.00E-08 0.37 543.42
80.5 13965.6 1.00E-07 0.72 532.81 11/19-11/26/9 58.6 9344.8 7.00E-08 0.37 546.36
80.5 15240.5 1.30E-07 0.94 543.15 11/27-12/6/91 58.6 10272.5 7.00E-08 0.37 550.42
80.5 15701.6 1.30E-07 0.94 546.90 12/10/91 0:00 58.6 10608.0 7.00E-08 0.37 551.88
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Chart 1 (12/10/91)
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LbslDay Extracted CARNATION/FAVORITE FOODS BAKERSFIELD
35 - - - - - - - - - - - - - - - - - - - - - - - - - - VAPOR e-XTRA-CTION-PROGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
30
P!19! _ J_e_sJ_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - -
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-.. -................................ --.................. --........................................ _................ --.......... --........................ --.... --......................................
- - - - - - - - - - - - - - -- - --A- - - -- - -- - - - - - - - - - - - - - - - - - - - u - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - --
Shut-Off System
_ _ _ ~~~~I¥ _ ~_8:~p~i~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
20
15
10
5 ----------
o
Daily Sampling
.................................. --..................... ---................................... ---....................... --............................ --.............................................
Shut Down For Two-Weeks
- - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~- - - - - - - - - - - - - - - -
e
.... It) en M ...... .... It) en
.... .... (\ (\ (\
M ...... .... It) en M ...... .... It) en M ...... .... It) en M
M M ~ ~ ~ It) It) ~ ~ ~ ...... ...... ~ ~ ~ en
Run Time (Days)
...... .... It) en M
en 0 0 0 ....
or- ,... .,.,.... ,...
...... .... It) en M
.... (\ (\ (\ M
,... ,... ,... ,....,...
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LBS
600.00
500.00
400.00
300.00
200.00
100.00
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Chart 2 (12/10/91)
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TOTAL VOLATILE HYDROCARBONS EXTRACTED
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..... IJ') en M ,.... ,.... IJ') en M ,.... ,.... IJ') en M ,.... ,.... IJ') en M ,.... ,.... LO en M ,.... ,.... LO en M 'o. ,.... IJ') en M
..... ..... C\I C\I C\I M M ~ ~ "'* IJ') IJ') co co co ,.... ,.... co co co en en (:) (:) (:) ,.... C\I C\I C\I M
,.... ,.... ,.... ,.... ,.... ,.... ,.... ,.... ,....
Run Time (Days)
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ANALYSIS REPORT SHEET
Hydrocarbons by GC/FID
Cliem: :
Sample if:
Lab if:
BC Laboratories
1110678-1
11277
Sample Date:
Date Analyzed:
Analyst:
09/26/91
09/28/91
L. Lee
Compound
Concentration
ug/cc
Concentration
ppmC
Benzene
Toluene
Ethylbenzene
Xylenes
0.0210
0.0003
0.0001
0.0010
32
0.49
0.18
1.6
-------------------------------~-------------------------------------------------
TPH
0.1
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CHAI N OF CUSTODY RECORD
l....1vJ S. vdiol, t-\verIU~
Bakersfield, CA 93307
Telephone: ( 805 ) 835-7700
Tele-Fax: (805) 835-7'117
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WHITE: LABORATORY PINK JOB FILE YELLOW: SAMPLE LOG
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Date/T1me:
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SMC Laboratory
Client Name: Groundwater Resources Inc.
Address 1500 South Union Ave.
Bakersfield, Calif. 93307
Attention
Mr. Bob Becker
Date samples received :10-03-91
Date analysis completed:10-07-91
Date of report :10-08-91
Project Name: Kern
Project # ~60-4
P.O. # 6864-G
RESULTS OF ANALYSIS:
#3720 ID: Stack 10-3-91
Benzene
Toluene
Ethylbenzene
p-Xylene
m-XYlene
o-Xylene
Isopropylbenzene
ugm/cc
ND
ND
ND
ND
ND
ND
ND
TPH (Gasoline)
ND
Method of Analysis for BTX/GAS 3810/8015
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimetre
ND = None Detected
~~-f j '/Jk~U
Robert fJ. Michels
Analytical Chemist
3155 Pegasus Drive . Bakersfield, CA 93308
P.O. Box 80835 . Bakersfield, CA 93380 .
~
Analytical Chemistry
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
1.0
. (805) 393·3597
FAX (805) 393,3623
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Date/Ttme: Recetved by:
Wl-ilTE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE LOG
Date/Ttme:
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"SMC Laboratory
Client Name: Groundwater Resources Inc.
Address 1500 South Union Ave.
,
Bakersfield, Calif. 93307
Attention
Mr. Bob Becker
Date samples received :10-14-91
Date analysis completed:10-16-91
Date of report :10-21-91
Project Name: Kern County
Project # 960-4
P.O. # 6929~G
RESULTS OF ANALYSIS:
#3835 ID: In 10-14-91
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ugm/cc
ND
0.0050
ND
0.015
0.019
0.011
ND
TPH (Gasoline)
0.257
Method of Analysis for' BTX/GAS 8020
MRL = Minimum Reporting Level
MDL = Minimum Detection Level
TPH,= Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimetre
ND = None Detected
~ ß7l!edd-
Rober1f J. Michels
Analytical Chemist
3155 Pegasus Drive .
P.O. Box 80835 .
· Bakersfield, CA 93308
Bakersfield, CA 93380 .
-
'---==
Analytical Chemistry
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.20(MRL)
. (805) 393-3597
FAX (805) 393·3623
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RESULTS OF ANALYSIS:
#3836 ID: 1&2 10-14-91
Benzene
Toluene
Ethylbemzene
p.,..Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
#3837 ID: S 10-14-91
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
~I .
~
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.20(MRL)
ND
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.20(MRL)
ND
\ .
groundwater resources, inc.
~
CHAI N OF CUSTODY RECORD
1 ~""J 5. vl/iOl, nver,u,-
Bakersf i e 1 d, CA 93307
Telephone: ( 805 ) 835-770eJ
Te 1 e-Fax: ( 805 ) 835-7717
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Date/T1me: ReceIved by:
Date/TIme:
Date/TIme:
1. Re11nqu1shed by:
CCR (Rev. 10/89)
Date/TIme: ReceIved by:
WHITE: LABORATORY PINK: JOB FILE YELLOW: S/-\MPLE LOG
Date/TIme:
,SlYIC
.
Laboratory
Client Name'·Groundwater Resources Inc.
Address 1500 South Union AVe.
BakerSfield, Calif. 93307
Attention
Mr. Bob Becker
Date samples received 10-21-91
Date analYsis Completed: 10-22-91
Date Of report 10-23-91
Project Name: Carnation
Project # 960-4
P.O. # 6980-G
RESULTS OF ANALYSIS:
#3720 ID: S 10-21-91
Benzene
TOluene
EthYlbenzene
P-XYlene
m-XYlene
O-XYlene
IsoproPYlbenzene
TPH (GasOline)
ug/cc
ND
ND
ND
ND
ND
ND
ND
ND
Method of Analysis for·BTX/GAS 3810/8020
MRL - Minimum Reporting Level
MDL = Minimum Detection Level
TPH = Total PetrOleum HYdrocarbons
ug/cc = micrograms per cubic Centimetre
ND = None Detected
£lw ! 7f/~
RObert! J. Michel"S
Analytical Chemist
3155 Pegasus Drive
P.O, Box 80835 .
· Bakersfield. CA 93308
Bakersfield, CA 93380 .
e
Analytical Chemistry
MDL,ug/cc
.0050
.0050
.0050
.0050
.0050
.0050
.0050
.20(MRL)
· (805) 393.3597
FAX (805) 393.3623
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Laboratory
Client Name: Groundwater Resources Inc.
Address 1500 South Union Ave.
Bakersfield, Calif. 93307
Attention
Mr. Bob Becker
Date samples received : 10-30-91
Date analysis completed~ 10-31-91
Date of report 11-04-91
Project Name: Kern
Project # 960-4
P.O. # N/A
RESULTS OF ANALYSIS:
#4035 ID: S 10-29-91
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
a-Xylene
Isopropylbenzene
ug/cc
ND
.014
.0088
.013
.026
.014
ND
TPH (Gasoline)
ND
Method of Analysis for BTX/GAS 3810/8015
MDL = Minimum Detection Level
MRL = Minimum Reporting Level
TPH = Total Petroleum Hydrocarbons
ug/cc = micrograms per cubic centimetre
ND = None Detected
¡?tw';11~
Rober~ J. Michels
Analytical Chemist
3155 Pegasus Drive . Bakersfield. CA 93308
P.o. Box 80835 · Bakersfield, CA 93380 .
4!
Analytical Chemistry
MDL,ug/cc
.0050
.0050
.0050
.0050
.0050
.0050
.0050
0.20(MRL)
· (805) 393·3597
FAX (8Q5) 393·3623
\
groundwater resources, inc.
~
CHAI N OF CUSTODY RECORD
1, . S· \
...JvV . VIIIOI, t"\verlUI::
Bakersfield, CA 93307
Telephone: ( 805 ) 835-7700'
Te 1 e-Fax: ( 805 ) 835-7;¡ 17
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P.O. NUMBER____________
SAMPLER(S): (Slgnature)~~-f" y. zt-
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POSSIBLE SAMPLE HAZARDS:_______________________________________________~----_______________
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1. Rel1nQu1shed by: /...(-!~----r ri'~~ate/T1me: /q2c,rctl Rece1ved by: ,'I(,,-~ . ~~:\\:,~ Date/T1me: .1;11''!ì
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,
Date/T1me:
WH I TE: LABORATORY
Rece 1ved by:
PINK: JOB FJLE YELLOW: S.AMPLE LOG
Date/T1me:
1. Rel1nQu1shed by:
CCR (Rev. 10/89)
-
'-./
~SMC
Laboratory'
Client Name: Groundwater Resources Inc.
Address 1500 South Union Ave.
Bakersfield, Calif. 93307
Attention
Mr. Bob Becker
Date samples received 11-05-91
Date analysis completed: 11-09-91
Date of report 11-11-91
Project Name: Kern County
project # 960-4
P.o. # 7058-G
RESULTS OF ANALYSIS:
#4119 ID: S 11-04-91
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ug/cc
ND
ND
ND
.010
.0080
.0070
.028
TPH (Gasoline)
ND
Method of Analysis for BTX/GAS 8020
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ug/cc = micrograms per cubic centimetre
ND = None Detected
~~
Stan Comer
Analytical Chemist
3155 Pegasus Drive
P.o. Box 80835 .
· Bakersfield, CA 93308
Bakersfield, CA 93380 .
e
----- .
Analytical Chemistry
MDL,ug/cc
.0050
.0050
.0050
.0050
.0050
.0050
.0050
1.0
· (805) 393-3597
FAX (805) 393-3623
. ,
.
-".', _I': ..
RESULTS OF ANALYSIS:
#4120 ID: RW-1
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
a-Xylene
Isopropylbenzene
ug/cc
ND
.012
ND
.032
.029
.029
.020
TPH (Gasoline)
ND
~~
Stan Comer
Analytical Chemist
~
MDL,ug/cc
.0050
.0050
.0050
.0050
.0050
.0050
.0050
1.0
G
--
\
groundwater resources, inc.
~
CHAI N OF CUSTODY RECORD
15 S._...on. ..enl__
Bakersfield, CA 93307'
Telephone: ( 805 ) 835-7700:
Tel e - Fax: ( 805 ) 835 - Tl 1 7~
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LAB DESTINATION: PROJECT NUMBE .');: ó - r:f ,/".' (~;1; I? Pr- /,/ = ,
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.1. Relinquished by: Date/T1me: Received by: Date/T1me:
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Date/T1me: Received by:
W'HITE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE LOG
Dat~/T1me:
-
~
SMC
Laboratory
Client Name: Groundwater Resources Inc.
Address 1500 South Union Ave.
Bakersfield, Calif. 93307
Attention
Mr. Bob Bec1cer
Date samples received 11-26-91 .
Date analysis completed: 11-27-91
Date of report 12-03-91
Project Name: Fav. Foods
Project # 960-4
P.O. # 7205-G
RESULTS OF ANALYSIS:
#4369 ID: S 11-26-91
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ug/cc
ND
ND
ND
ND
ND
ND
ND
TPH (Gasoline)
ND
Method of Analysis for BTX: 8020
Method of Analysis for TPH Gasoline: 8015M
MDL = Minimum Detection Level
MRL = Minimum Reporting Level
TPH = Total Petroleum Hydrocarbons
ug/cc = micrograms per cubic centimetre
ND = None Detected
,
(~(d /. flJuJ~l:.
Robert J. Michels
Analytical Chemist
3155 Pegasus Drive
P.O. Box 80835 ·
. Bakersfield, CA 93308
Bakersfield, CA 93380 ·
.
Analytical Chemistry
MDL,.ug/CC
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.20 (MRL)
. (805) 393·3597
FAX (805) 393·3623
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CHAIN OF CUSTODY RECORD AND ANALYSIS REQUEST
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SMC
Laboratory
Client Name: Groundwater Resources Inc.
Address P.O Box 9383
Bakersfield, Calif. 93389
Attention
Mr. Tim Reed
Date samples received 12-10-91
Date analysis completed: 12-11-91
Date of report 12-11-91
Project Name: Bakersfield
Project # 960-4
P.O. # 7281-G
RESULTS OF ANALYSIS:
#4447 ID: Stalk
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ug/cc
ND
ND
ND
ND
ND
ND
ND
TPH (Gasoline)
ND
~
Analytical Chemistry
MDL,ug/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.20(MRL)
Method of Analysis for BTX/GAS 8020/8015 (FID)
MRL = Minimum Reporting Level
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ug/cc = micrograms per cubic centimetre
ND = None Detected
~ ~~(~
Kevin Lagan
Analytical Chemist
3155 Pegasus Drive
P.O. Box 80835 .
· Bakersfìeld, CA 93308
Bakersfìeld, CA 93380 .
· (805) 393-3597
FAX (805) 393,3623
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.............
CHAIN OF CUSTODY RECORD AND ANALYSIS REQUEST
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PROJECT NO. PROJECT NAME/SITE ANALYSIS REQUESTED Ip·O. #:722/-~
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RELINQUISHED BY: DATE TIME RECEIVED BY: bKI
RELINQUISHED BY: DATE TIME RECEIVED BY: REQUESTED TURNAROUND TIME:
RELINQUISHED BY: DATE TIME !(CEIVjD ¡;;:~ORATORY: RECEIPT CONDITION: /1 PROJECT MANAGER:
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r\ Carnation
groundwater resources, Inc. Favorite Foods
~ Field Data Sheet
environmentaVgeotechnical services Vapor Extraction System
PROJECT NUMBER:
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DatelTime Temp/Flow Location Oxygen % Portable LEL % OVAppm HNU ppm Comments
II II R / C¡ I ~ it) .f ~ /1, () /10 jJA- 7),ú ~t/o1¡JL<
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groundwater resources, Inc. Favorite Foods
~ Field Data Sheet
environmenta1lgeotechnical services Vapor Extraction System
PROJECT NUMBER:
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Environmental Solutions
Through Applièd Science,
Engint'ering & Construction
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groundwater resources IOC.
~ A RfSNA Company
1500 SO. UNION AVE.
IIA"H:SII¡'II ). CAlli (){NIA '1.1.107
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CARNATION/F A VORITE FOODS
201 Union Ave.
Bakersfield, California
1-
QUARTERLY PROGRESS REPORT
A TC Permit #0230001
October 7, 1991
MAILING ADDRESS:. P. O. BOX 9383, BAKERSFIELD, CA 93389 (805) 835-7700
FAX (805) 835-7717
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ground~ÌI\: esources inc.
_~ A RfSNA Company
15110 so. UNION AV~..
BAKfKSI'IHD. CAUIOKNIA ')]]07
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.............
Environmental Solutions
Through Applied ScienCt',
Engineering & Construction
Gpner....1 Enginepring Conlractor
CI'h~ NHal L'ce"M.~ No. úl¥J572
October 7, 1991
Mr. Thomas Paxson
Kern County Air Pollution Control District
2700 M Street, Suite 200
Bakersfield, CA 93301
Re: Quarterly Progress Report
Camation/Favorite Foods
201 Union Ave.
Bakersfield, Ca.
A TC Pennit #0230001
Dear Mr. Paxson,
INTRODUCTION
The remediation project at the Favorite Foods facility at 201 Union Ave. in Bakersfield, Calüornia
is currently on schedule. RESNNGroundwater Resources Inc.(RESNA) started construction of
the vapor extraction system at the site on June 21, 1991 after receiving an authority to construct
permit (#0230001) from the Kern County Air Pollution Control District (APCD). The equipment
was installed and testing of the system was started June 28, 1991. A four-hour test was performed
on July II, 1991 in which air samples were collected every hour for four hours. During the week
following the four-hour test, the system was sampled once a day. On July 22, 1991 an inspection
was performed by the APCD in which they checked the system for completeness. Verbal approval
of the system was given by APCD inspector Mr. Gilbert Navarro. The system has been running
consistently (24 hours a day) since July 16, 1991 with no mechanical problems.
MONITORING
. Initial monitoring indicated a high methane content in the vapor stream causing higher then
predicted Lower Explosion Limit (LEL) readings between and after the carbon canisters (see
attached field data sheets). An air sample was collected and analyzed to confirm the methane
content. Methane has continued to decrease in the vapor stream as the project has progressed.
Sampling of the system has been taking place once a week as required by the APCD since the first
week. Air samples have been collected in tedlar bags from the inlet, between the carbon drums,
and at the stack to detect concentrations of gasoline and diesel constituents in the vapor stream at
these locations. No gasoline constituents have been reported in any of the stack samples analyzed.
U sing both analytical data and field data, the rate of pounds of product extracted has been
calculated (see attached tables). The tables present two sets of calculated data; the first is pounds
per day extracted based on analytical data from inlet air samples (after dilution, just before passing
through the carbon) and pounds per day extracted using analytical data from the extraction well
(RW-1, before dilution). These two values show a good correlation. As of October 3, 1991 the
accumulated pounds extracted were approximately 500 pounds.
MAILING ADDRESS: P. O. BOX 9383, BAKERSFIELD, CA 93389 (805) 835-7700
FAX (805) 835-771 7
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Mr.Thomas Paxson
~ern CQunty APCD
CanÜítilln Quarterly Report
October 7, 1991
Page 2
--~Æ""::~
Inlet air samples analyzed have shown a steady decrease in gasoline vapor content in the extracted
air stream. Initial pounds of product extracted were approximately 36 pounds per day, which has
decreased to 0.76 pounds per day as of October 3, 1991. Chart 1, shows this decline in pounds of
product extracted per day. Chart 2 shows accumulated pounds of volatile organic compounds
(VOC's) extracted. Samples taken from the extraction well (RW-l), inlet port (after dilution), and
between 1 & 2 carbon drums have been analyzed by RESNA's gas chrçmatograph (GC) for Total
Petroleum Hydrocarbons (TPH) as gasoline. Selected air samples have been analyzed by both
RESNA's GC and by a certified laboratory to ensure that RESNA's GC is giving viable numbers.
All stack samples have been analyzed by a certified analytical laboratory. Copies of the certified
analytical reports are enclosed for your review.
The first granulated activated carbon (GAC) canister was replaced on August 6, 1991, after
approximately 347 pounds of VOC's were adsorbed. Elevated Hnu and LEL readings indicated
break-through had occurred. The second GAC canister was moved into the first position and the
third canister (not used yet) was moved into the second position. Approximately 150 pounds of
VOC's have been adsorbed in the current first drum as of October 3, 1991. Higher Hnu and LEL
readings taken on October 3, 1991 have indicated that the current first GAC canister is close to
break-through. The initial two GAC canisters are scheduled to be replenished with new carbon on
October 8, 1991 and the spent carbon will be transported off-site to be regenerated
Aerobic degradation of diesel constituents in the vadose plume will continue as the more volatile
hydrocarbon constituents are extracted.
The next quarterly report will be submitted in January, 1992.
If there are any questions concerning this project please contact me at (805) 835-7700.
Sincerely,
.
~fl~
Robert 1. Becker
Registered Geologist #5076
Enclosures: Tables (4 pages)
Chart 1, 10/3/91
Chart 2, 10/3/91
Certified Analytical Results
Field Data Sheets
cc: ~ Mr. Michael Driggs, Kern County Department of Environmental Health Services
Mr. Rick Flaget, Carnation Company
Mr. Bob Snook, Favorite Foods, Inc.
CARNATION/Fav. Foods
PFOJECT CARNATION FAVORITE FOODS BAKER5AElD. CA. I Vapor ExtractIon Data
F!EC:CfIDS I
· CARBON INlET · WELLS · COMMENTS
· · · Bold Values are from Certified Labs
· FlN 51 ACK STACK INLET INLET INLET Betwn 1 & 2 . · Other Values are from GRl's GC and Fielc
TIME · HRS ·H20 ug/cc Hnu .H20 02 ug/cc · "H2O Hnu 02% · Data Collecled.
.............. · ...... ..... ..... ..... ..... ..... .......... . ..... ..... ..... . .t ................ ... ..... ....
2/1 2/91 3:00 · 3 200 0.4 · 0.2 170 ? · Pilot Test
7/1/91 3:02 · 5 1.35 <1 140 1.15 <1 · 0.25 170 · 5-1 (stack) NO
7/2/91 2:40 · 6 1.25 140 0.85 15 · 0.25 160 · High Methane Readings on OVA 1000+
7/3/91 11 :30 · 18 1.1 150 0.9 17 · 0.25 145 11 . 34" Vac on RW-1: GRI-1, RW-2 Inlel
7/8/91 3:05 . 36 1.2 160 0.95 18 · 0.25 170 8.6 . Sensor .5 to 1.1 % LEL
7/9/91 4:00 . 59.5 1.2 145 0.95 16.2 · 0.25 150 12 .
7/10/91 10:15 . 75,5 1.2 125 0.95 17 <1 · 0.25 100 13.3 · 1 &2 Spl = NO «1), Cal LEL Sensor
7/11/91 9:00 · 76.5 1.2 <1 130 0.95 17 <1 · 0.25 140 10 . Start 4-Hour Test, Slack-1 ND «1)
10:00 . 77.5 1.2 <1 120 0.95 17 <1 · 0.25 140 · Stack-2 NO «1)
11 :00 · 78.5 1.2 <1 130 0.95 17 <1 · 0.25 140 · Stack·3 ND <1)
12:00 . 79.5 1.2 <1 130 0.95 16.7 <1 · 0.25 140 · Slack-4 NO <1)
1 :00 . 90,5 1.2 <1 140 0.95 17 <1 · 0.25 135 13 . Stack-5 NO <1)
7/12/91 3:00 . 106.5 1.2 140 0.95 17 · 0.25 ·
7/15/91 2:20 . 118.5 1.2 <1 135 0.93 16.5 <1 · 0.3 140 10.5 . Sensor 0.4% LEL, Stack ND
7/16/91 3:45 . 142.5 1.17 <1 120 0.93 17.5 <1 · 0.3 140 14.5 · Spl RW-1, Slack NO
7/17/91 4:15 · 166.5 1.17 <1 120 0.93 18.5 <1 · 0.3 140 14.8 · RW-1 28" H20 Vac, Cal LEL to 108%
7/18/91 3:55 . 190.5 1.2 <1 105 0.91 18 <1 · 0.3 135 15.4 . OVA 1000+ at RW-1, Open GRI-1
7/19/91 4:00 · 214.5 1.25 <1 100 0.95 17.2 <1 · 0.3 135 15.6 · Close GRI-1. AW-1 Open, others inJels
7/20JfiJ1 . 238.5 1.25 100 0.95 17.2 · 0.3 135 15.6 .
7/21/91 . 262.5 1.25 100 0,95 17.2 · 0.3 135 15.6 .
7/22/91 . 286.5 1.17 100 0.93 19.5 · 0.3 90 ·
7/23/91 . 310.5 1.17 100 0,93 19.5 · 0.3 90 ·
7/24/91 · 334.5 0.93 · 0.3 ·
\
7/25/91 . 358.5 0.93 · 0.3 ·
7/26/91 . 382,5 1.15 <1 85 0.87 18.8 <1 · 0.3 90 16.7 . 30· H20 vac on RW·1
7/27 to 8/2/91 . 550.5 1.15 <1 80 0.87 19.2 0.05 . 0.3 85 17.3 . #1 Close to Sat./RW-1 .. 1.7 UQ/cc (GRI)
8/5/91 3:00 . 606,5 1.1 · 0.3 · HNU READINGS INCR BTWN 1 & 2
.
Page 1
II
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:ARN )N/Fi =ood~
CARNATIONlFav. Foods
PROJECT · CARNAl ,ION / FAVORITE FOODS BAKERSFIELD. CA- ·
RECX:R:S · · ·
· CARBON INLET · WELLS · COMMENTS
· · ·
TIME · R..N STACK STACK INLET INLET INLET Between 1 & ~ · · ,
· HAS -H2O UQ/cc Hnu -H2O 02 UQ/cc · ·H2O Hnu 02% ·
.............. · ...... ..... ..... ..-.- ..... ......... · ..... ..... ..... · . ...... ... .... ........ ..... ...
8/6/91 · 630.5 1.1 50 0.85 15 ppm Hnu · 0.4 55 · All 3 Wells on Vac.lChanqe out #1 Drum
8/6-8/9/91 · 702.5 1.1 <1 47 0.82 18 <1 · 0.4 65 17.5 ·
8/9-8/16/91 · 870.5 1.05 <1 40 0.8 17.8 0.0166 . 0.4 60 17.3 . Calibrate LEl Sensor
8/17-8/23/91 · 1038.5 1.05 <1 NA 0.85 17 0.052 . 0.4 450(OV A) 16.5· Sensor readinq 1.9% LEL
8/24-9/4/91 · 1302.5 1.1 <1 25 0.85 18.7 0.045 . 0.4 50 18.5·
9/5-9r1 0/91 · 1422.5 1.1 <1 25 0,85 18 0.023 . 0.4 50 18 .
9/11-9/19/91 · 1638.5 1.1 <1 25 0.85 18 0.058 . 0.4 45 18 .
9/20-9/26/91 · 1806.5 1.05 <1 25 0.8 18 ·0.158 .. 0.4 35 17.7· RW-1 on Vac., GRI-1 & RW-2 Inlets
9/27-10/3/91 · 1974.5 0.85 <1 165lT( 0.65 18 0.45· 0.4 160(TIP)17.7 · Ocen Dilution After Samplinq
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
-
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
· · ·
,
Page 1
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CARNATION/Fav. Foods
'I
CARN! TION CALC LATED DATA
CARBON INLET WELL FLOW
Inlet cumulative inlet HC removal Cumulative well cumulative ext VOC's HC removal Cumulative
flow air flow conc. rate HC's xtrctd flow air flow, conc. rate HC's xtrctd
cfm enaine, MCF ua/cc Ibs/dav Ibs TIME cfm wells, MCF ug/cc .Ibs/dav Ibs
80.5 3150.0 5.90E-07 4.27 347.87 8/6/91 0:00 55.2 1596.7 1.90E-06 9.43 366.80
79.1 3491.5 2.50E-06 17.77 401.17 8/6-8/9/91 55.2 1835.2 1.90E-06 9.43 395.09
78.1 4278.6 5.40E-07 3.79 427.71 8/9-8/16/91 55.2 2391.8 6.76E-07 3.36 418.58
80.5 5089.9 6.80E-07 4.92 462.15 8/17 -8/23/91 55,2 2948.3 6.76E-07 3.36 442.07
80.5 6364.8 1.30E-07 0.94 472.50 8/24-9/4/91 55.2 3822.9 3,30E-07 1.64 460.09
80.5 6944.3 3.00E-08 0.22 473.59 9/5-9/10/91 55.2 4220.4 3.30E-07 1.64 468.28
80.5 7987.4 1.30E-07 0.94 482.05 9/11-9/19/91 55.2 4935.8 4,20E-07 2.08 487.04
78.1 8774.5 1.10E-07 0.77 487.46 9/20-9/26/91 55.2 5492.4 2.90E-07 1.44 497.12
70.4 9484.0 1.20E-07 0.76 492.77 9/27-10/3/91 55.2 6048.9 2.90E-07 1.44 507.19
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Page 1
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Chart1 (10/3/91)
~-
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Lbs VOC's
Extracted/Day
35 T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
Carnation/Favorite Foods Vapor Extraction Progress
Pilot Test
30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
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Start-Up
25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
.
i I
5 -----------------
Daily Sampling
20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
15
-- ----------- ---- -...--------------------.. ----- -----... -_.. ------ -... ---....
10
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................................ --....... --..................................... ...-- --..........................
0 .
T""" ~ ..... 0 M <0 0> C\I Lt) co ,... ~ ..... 0 M <0 0> C\I Lt) co T""" ~ ..... 0 M <D 0> C\I
,... T""" T""" ,... C\I C\I C\I M M M ~ ~ ~ ~ Lt) Lt) Lt) <0 <0 <D ..... ..... ..... ..... co
Run Time (Days)
Page 1
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I
Chart 2 (10/3/91)
CARNATION/FAVORITE FOODS ACCUMULATED VOC'S EXTRACTED
LBS of vac's Extracted
500.00
450.00
400.00
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0.00
Cha nge Oul 1 sl Dr~
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I 'mi'" I , , , , I I I I I I I I I , , I I I I
-J ' ' i I I
I I I I I I I I I I I I I I I I I I I I I
~ ~ ~ 0 M ~ m N ~ ~ - ~ ~ 0 M ~ m N ~ ~ ~ ~ ~ 0 M ~ m N
_ _ _ _ N N N M M M ~ ~ ~ ~ ~ ~ ~ ~ w w ~ ~ ~ ~ ~
Run Time (Davs)
Page 1
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SMC
Laboratory
Client Name:
Address
Groundwater Resources,
'P.O. Box 9383
Bakersfield, CA 93389
Attention
Mr. Bob Becker
Date samples received
Date analysis completed:
Date of report
Project Site:
Project #
P.O. #
Kern County
960-4
6366-G
RESULTS OF ANALYSIS:
# 2594 ID: S-1
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
Inc.
7-2-91
7-3-91
7-3-91
u gm/.c c
ND
ND
ND
ND
ND
ND
ND
ND
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Analytical Chemistry
MRL,ugm/cc
0.005
0.005
0.005
0.005
0.005
0.005
0.005
1 .0
Method of Analysis for BTX/TPH (Gasoline): 3810/8020 (FID)
MRL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/èc = micrograms per cubic centimeter
ND = None Detected
J4_~______
Stan Corner
Analytical Chemist
3155 Pegasus Drive
P,O. Box 80835 .
. Bakersfield, CA 93308
Bakersfield, CA 93380 .
. (805) 393·3597
FAX (805) 393-3623
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"ZALCO LABORATORIES, INC.
Analytical & Consulting Services
Groundwater Resources, Inc.
1500 S. Union
Bakersfield, CA 93307
Laboratory No: 28062
Date Received: 7-8-91
Date Reported: 7-23-91
P.O.#: 6372-G
Corrected Report: 7-31-91
Attention: Bob Becker
Sample: Gas
Sample Description: RW-l Well Project No. 960-4
Sampled by Bob Becker on 7-3-91 at 1130 hours
Co ((ec fed v~//A.¿
ggLl
Total Petroleum Hydrocarbons
as Gasoline 5700
Method: DOHS Luft Manual
Date Analyzed: 7-18-91
Minimum Reporting Level = 1.0 µg/l
~//
.........
Richard L. Penner
Laboratory Director
-
RLP/lma
4309 Armour Avenue Bakersfield, California 93308
(805) 395-0539 FAX (805) 395-3069
-.
-
e~
----
'-"
~ ZALCO LABORATORIES. INC.
Analytical & Consulting Services
Groundwater Resources, Inc.
1500 S. Union
Bakersfield, CA 93307
Lab. No.: 028062_001
Received: Jul 8, 1991
Reported: Jul 9, 1991
Attention: Bob Becker
Sample Description: RW-1 Well 7/3/91
* CHROMATOGRAPHIC ANALYSIS (2 1610) *
Components
Mole %
Wt %
G.P.M.
--------------------------------------------------------------
Carbon Dioxide 5.617 8.350
Oxygen 14.108 15.247
Nitrogen 79.595 75.306
Carbon Monoxide 0.000 0..000
Methane .346 .187
Ethane 0.000 0.000
Propane 0.000 0.000
IsoButane .066 .129
N-Butane 0.000 0.000
IsoPentane 0.000 0.000
N-pentane 0.,000 0.000
Hexanes+ .268 .781
Totals = 100.000 100.000
0.000
.021
0.000
0.000
0.000
.115
.137
*
*
**
**
*
**
SPECIFIC GRAVITY (Air = 1)
SPECIFIC VOLUME, cu.ft./lb
GROSS CALORIFIC VALUE¡ BTU/cu.ft.
GROSS CALORIFIC VALUE, BTU/cu.ft.
GROSS CALORIFIC VALUE,BTU/lb
NET CALORIFIC VALUE, BTU/cu.ft.
NET CALORIFIC VALUE, BTU/cu.,ft.
COMPRESSIBILITY FACTOR '2' (60 F,l ATM)
1.0350
12.66
18.10
18.41
233.12
16.66
16.95
.9995
* Water Saturated '
** Dry Gas @ 60 F¡ 14.73 psia
,ÆÇ¿ /~
Maryann W. Benoit
Organics Supervisor
R~/¿
Richard L. Penner
Laboratory Director
4308 Armour Avenue
Bakersfield, California 83308
(805) 395-0539
FAX (805) 395-3069
e
e
-~
-.-'
'. ZALCO LABORATORIES. INC.
Analytical & Consulting Services
Groundwater Resources, Inc.
1500 S. Union
Bakersfield, CA 93307
Lab. No.: 028062_001
Received: Jul 8, 1991
Reported: Jul 10, 1991
Attention: Bob Becker
Sample Description: RW-1 Well 7/3/91
* CHROMATOGRAPHIC ANALYSIS (Z 1645) *
(FID with C6+ Backflush to Detector)
Components
PPMJ Volume
----------------------------------------------------------------
Methane (C1 ) 2190.9
Ethane (C2) 40.4
Propane (C3) 5.1
Butanes (I+N C4) <0.1
Pentanes (I+N C5) 5.B
Hexanes+ . (C6+) 950.0
Total Hydrocarbons 3192.2
Total Non-Methane
Hydrocarbons 1001
Total Non-(C1+C2)
Hydrocarbons 961
Total Non-Methane
Hydrocarbons as C1 5217
~~/~
Maryann W. Benoit
Organics Supervisor
~7~
-c.......~ ~
Richard L. Penner
Laboratory Director
4309 Armour Avenue
Bakersfield. California 93308
(B05) 395-0539
FAX (B05) 395-3069
; ~-"d~~:,· .
e
, .
s .Me Laboratory
Client Name: Groundwater Resources, Inc.
Address 1500 South Union Avenue
Bakersfield, CA 93307
Attention
Mr. Bob Becker
Date samples received 7-11-91
Date analysis completed: 7-18-91
Date of report 7-22-91
Project Name: Kern County
Project # 960-4
e
....--
Analytical Chemistry
P.o. # 6415-G
RESULTS OF ANALYSIS:
#2694 ID: RW-1-1 (r/I/¡ti¡¡J
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ugm/cc
0.31
0.39
0.080
0.16
0.21
0.10
0.016
TPH (Gasoline)
6.4
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
1.0
Method of Analysis for BTX/TPH (Gasoline): 8020 (FID)
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimeter (ppm)
ND = None Detected
\)
Ma~¿:-~
Analytical Chemist
3155 Pegasus Drive
P.O. Box 80835 .
· Bakersfield, CA 93308
Bakersfield, CA 93380 .
. (805) 393·3597
FAX (805) 393·3623
"-
RESULTS OF ANALYSIS:
#2695 ID: Inlet-1 (-=r/If/CJJ)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
#2696 ID: Stack-1 (-::¡-/J(/q I)
Benzene
Toluene
Ethylbenzene
p-Xylene
. m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
#2697 ID: 1 & 2 -1 (:r/II/q/)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
Ma~etf--'
Analytical Chemist
e
-'
ugm/cc
0.14
0.17
0.035
0.069
0.090
0.046
0.0064
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
3.1
1.0
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
ï
e
---
RESULTS OF ANALYSIS:
#2698ID: Stack- 2 (tilt JC1/)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
a-Xylene
Isopropylbenzene
TPH (Gasoline)
#2699 ID: Stack-3 (r'/f//cr/)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
#2700 ID: Stack-4 (~//ijq/)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
a-Xylene
Isopropylbenzene
TPH (Gasoline)
Ma~~'
Analytical Chemist
e
---
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
y
e
'-"
RESULTS OF ANALYSIS:
#2701 ID: Stack-5 (-=r},}q,)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
~~.
Maung ¿:n
Analytical Chemist
e
---
ugm/cc
ND
ND
ND
ND
ND
ND
ND
" MDL, ugm/ cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
e
e
"----
..
SMC Laboratory
Analytical Chemistry
Client Name: Groundwater Resources, Inc.
Address 1500 South Union Avenue
Bakersfield, CA 93307
Attention
Mr. Bob Becker
Date samples received 7-16-91
Date analysis completed: 7-18-91
Date of report 7-22-91
Project Name: Kern County
Project =If: 960-4
P.o. # 6499-G
RESULTS OF ANALYSIS:
#2751 ID: Stack(2:35)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
'T/I~/ql ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
TPH (Gasoline)
ND
1.0
Method of Analysis for BTX/TPH (Gasoline): 8020 (FID)
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimeter (ppm)
ND = None Detected
M~!:'
Analytical Chemist
3155 Pegasus Drive
P.O. Box 80835 ·
· Bakersfield. CA 93308
Bakersfield, CA 93380 .
. (805) 393·3597
FAX (805) 393-3623
e
'-...-'
RESULTS OF ANALYSIS:
#2752 ID: Stack(15:57)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
TPH (Gasoline)
M~l'~ _
Analytical Chemist
.
o-::¡-h6ft J ugm/ cc
ND
ND
ND'
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
ND
1.0
e
.
s Me Laboratory
Analytical Chemistry
Client Name: Groundwater Resources, Inc.
Address 1500 South Union Avenue
Bakersfield, CA 93307
. ':Jf
:;.)
..
Attention
Mr. Bob Becker
. ¡ "'" l.c\'~ \
o ,":)
~~\, ~
,
Date samples received 7-19-91
Date analysis completed: 7-23-91
Date of report 7-24-91
Project Name: Kern County
Project # 960-4
P.o. # 6434-G
RESULTS OF ANALYSIS:
#2834 ID: Stack (4: 30) (7-/17JCtJ ugm/cc
Benzene ND
Toluene ND
Ethylbenzene ND
p-Xÿlene ND
m-Xylene ND
o-Xylene ND
Isopropylbenzene ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
TPH (Gasoline)
ND
1.0
Method of Analysis for BTX/TPH (Gasoline): 8020 (FID)
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per· cubic centimeter (ppm)
ND = None Detected
~'
Mau . heln
Analytical Chemist
3155 Pegasus Drive
P.o. Box 80835 .
. Bakersfield, CA 93308
Bakersfield, CA 93380 ·
. (805) 393·3597
FAX (805) 393·3623
·
e,
"---
RESULTS OF ANALYSIS:
::2835 ID: Stack~4:05)(:r!t81'·f) ugm/cc
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
Benzene
Toluene
Ethyibenzene
p-Xylene
m-Xylene
a-Xylene
Isopropylbenzene
ND
ND
ND
ND
ND
ND
ND
TPH (Gasoline)
ND
1.0
Ma~?!;--'
Analytical Chemist
'pi
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tÚS\
o \""
S'Ù \.. ~
'../
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·...-1
SMC
Laboratory
Client Name: Groundwater Resources, Inc.
Address P.O. Box 9383
Bakersfield, CA 93389
Attention
Mr. Bob Becker
Date samples received 7-23-91
Date analysis completed: 7-25-91
Date of report 7-27-91
Project Name: Kern County
. Project # : 960-4
P.o. #
RESULTS OF ANALYSIS:
#2856 ID: Stack(4:10)
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ugm/cc
ND
ND
ND
ND
ND
ND
ND
TPH(Gasoline)
ND
-
~.
. Analytical Chemistry
6434G
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
1.0
Method of Analysis for BTX/TPH(Gasoline) 8020
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimeter (ppm)
ND = None Detected .
M~e~?:=~
Analytical Chemist
3] 55 Pegasus Drive
P.O. Box 80835 .
. Bakersfield, CA 93308
Bakersfield, CA 93380 .
. (805) 393·3597
FAX (805) 393-3623
-.:,!:'.~.-: .
,e
',,-
e
.-.....-
SMC
Laboratory
Analytical Chemistry
Client Name: Groundwater Resources, Inc.
Address P.O. Box 9383
Bakersfield, CA 93389
Attention
Mr. Bob Becker
Date samples received 7-26-91
Date analysis completed: 7-27-91
Date of report 7-30-91
Project Name
Project #
Kern County
960-4
P.o. #
6516 G
RESULTS OF ANALYSIS:
. #2976 ID: Stack(11:25) ugm/cc MDL,ugm/cc
Benzene ND 0.0050
Toluene 0.0075 0.0050
Ethylbenzene ND 0.0050
p-Xylene ND 0.0050
m-XYlene ND 0.0050
o-Xylene ND 0.0050
Isopropylbenzene ND 0.0050
TPH (Gasoline) ND 1.0
Method of Analysis for BTX/TPH(Gasoline): 8020 (FID)
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = Micrograms Per Cubic Centimeter (ppm)
ND = None Detected
~~.
Maung . Thein
Analytical Chemist
f
3155 Pegasus Drive
P,O. Box 80835 .
. Bakersfield, CA 93308
Bakersfield, CA 93380 ·
. (805) 393-3597
FAX (805) 393·3623
'0
:;;0;.
e
'-
e
'-'"'
SMC
Laboratory
Analytical Chemistry
Client Name: Groundwater Resources, Inc.
Address P.O. Box 9383
Bakersfield, CA 93389
Attention
Mr. Bob Becker
Date sampl~s received 8-01-91
Date analysis completed: 8-05-91
Date of report 8-06-91
Project Name: Kern County
project i 960-4
P.o. #
6544 G
RESULTS OF ANALYSIS:
#3154 ID: RW-1 ugm/cc MDL,ugm/cc
Benzene 0.042 0.005
Toluene 0.083 0.005
Ethylbenzene 0.042 0.005
p-Xylene 0.086 0.005
m-Xylene 0.14 0.005
o-Xylene 0.072 0.005
Isopropylbenzene 0.007 0.005
TPH (Gasoline) 1.9 1.0
#3155 ID: Stack(10:10) ugm/cc MDL,ugm/cc
Benzene ND 0.005
Toluene ND 0.005
Ethylbenzene ND 0.005
p-Xylene ND 0.005
m-Xylene ND 0.005
o-Xylene ND 0.005
Isopropylbenzene ND 0.005
TPH (Gasoline) ND 1.0
Method of Analysis for BTX/TPH(Gasoline) : 8020
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimeter(ppm)
ND = None Detected
M~~
Analytiaal Chemist
3155 Pegasus Drive
P.O. Box 80835 .
· Bakersfield, CA 93308
Bakersfield, 'CA 93380 .
· (805) 393·3597
FAX (805) 393,3623
e
e
SMC
Laboratory
Analytical Chemistry
Client Name: Groundwater Resources, Inc.
Address P.O. Box 9383
Bakersfield, CA 93389
Attention
Mr. Bob Becker
Date samples received 8-09-91
Date analysis completed: 8-15-91
Date of report 8-16-91
Project Name: Kern County
Project :11= 960-4
P.o. :11=
6577 G
RESULTS OF ANALYSIS:
#3327 ID: Inlet
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ugm/cc
0.023
0.23
0.042
0.11
0.21
0.13
0.0050
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
TPH (Gasoline)
2.5
1.0
#3328 ID: 1 & 2
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ugm/cc
ND
ND
ND
ND
0.011
0.0073
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
TPH (Gasoline)
ND
1.0
Method of Analysis for BTX/TPH(GasOline) : 8020
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimeter(ppm)
ND = None Detected
~t¡k'
Maun . hein
Analytical Chemist
3155 Pegasus Drive . Bakersfield, CA 93308
P.O. Box 80835 . Bakersfield, CA 93380 ·
· (805) 393·3597
FAX (805) 393·3623
,~.
e
e
RESULTS OF ANALYSIS
#3329 ID: Stack
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ugm/cc
ND
ND
ND
ND
ND
ND
ND
MDL,ugm/cc
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
0.0050
TPH (Gasoline)
ND
1.0
M~~'
Analytical Chemist
t'
e
e
, ENVIRONMENTAL
LABORATORIESJINC.
J. J. EGLIN, REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327·1918
.,
CHEMICAL ANALYSIS
PETROLEUM
Petroleum Hydrocarbons
Groundwater Resources, Inc. 111
P. O. Box 9383
1500 South Union Avenue
Bakersfield, CA 93307
Attn.: BOB BECKER 835-7700
Date of
Report:
Lab #:
09/03/91
9266-1
Sample Description: #960-4: S(8/16), 8/16/91 @ 2:50 SAMPLE COLLECTED BY ROBERT BECHER
TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix: AIR SAMPLE
Date Sample
Collected:
08/16/91
Date Sample
Received @ Lab:
08/19/91
Date Analysis
Completed:
08-29-91
Constituents
Analysis
Results
Reporting
Units
Minimum
Reporting
Level
None Detected
µg/cm3
µg/cm3
µg/cm3
µg/cm3
µg/cm3
µg/cm3
µg/cm3
0.0005
0.0005
0.0005
0.0005
0.0005
0.0005
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
None Detected
None Detected
None Detected
None Detected
None Detected
None Detected
0.01
Conunents:
Bob Becker authorized analysis past holding time.
California D.O.H.S. Cert. #1186
~~'
Department supervisor~
..
-'~'
e
e
.. ENVIRONMENTAL
LABORATORIES, INC.
J. J. EGLIN. REG. CHEM. ENGR.
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327·4911 FAX (805) 327·1918
CHEMICAL ANALYSIS
PETROLEUM
Petroleum Hydrocarbons
Groundwater Resources, Inc. 111
P. O. Box 9383
1500 South Union Avenue
Bakersfield, CA 93307
Attn.: BOB BECKER 835-7700
Date of
Report:
Lab #:
09/03/91
9593-1
Sample Description: PROJECT # 960-4:AIR SAMPLE # S-8-23, COLECTED 8/23/91 @ 4:50 P.M.
BY R. BECKER.
TEST METHOD:· TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
Individual constituents by EPA Method 5030/8020.
Sample Matrix:
Gas Chromatography
Date Sample
Collected:
08/23/91
Constituents
Date Sample Date Analysis
Received @ Lab: Completed:
08/-;'7/91 08-29-91
Minimum
Analysis Reporting Reporting
Results Units Level
None Detected µg/cm3 0.0005
None Detected µg/cm3 0.0005
None Detected µg/cm3 0.0005
None Detected µg/cm3 0.0005
None Detected µg/cm3 0.0005
None Detected µg/cm3 0.0005
None Detected µg/cm3 0.01
Benzene
Toluene
Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
Comments:
Bob Becker authorized analysis past holding time.
California D.O.H.S. Cert. #1186
,~~
Department Supervisor
J (
ENVIRONMENTAL
e e
LABORATORIES, INC.
J. J. EGl.IN, REG. CHEM. ENGR,
4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327·1918
CHElllCAL ANALYSIS
PETROLEUM
Petroleum Hydrocarbons
(Air)
Groundwater Resources, Inc. 111
P. O. Box 9383
1500 South Union Avenue
Bakersfield, CA 93307
Attn.: ROBERT BECKER 835-7700
Date of
Report:
Lab #:
09/13/91
10105-1
Sample Description: #960-4: STACK(9/10), 9/10/91 @ 9:10 SAMPLE COLLECTED BY ROBERT
BECKER
Constituents
Date Sample Date Analysis
Received @ Lab: Completed:
09/10/91 09/11/91
Minimum
Analysis Reporting Reporting
Results Units Level
None Detected µg/cc 0.05
None Detected µg/cc 0.05
None Detected µg/cc 0.05
None Detected µg/cc 0.05
None Detected µg/cc 0.05
None Detected µg/cc 0.05
None Detected µg/cc 0.05
Date Sample
Collected:
09/10/91
Benzene
Toluene
. Ethyl Benzene
o-Xylene
m-Xylene
p-Xylene
Total Petroleum
Hydrocarbons (gas)
TEST METHOD: EPA-TQ-14
Conunents:
California D.O.H.S. Cert. #1186
ß4~
Department Supervisor
) -.1
,...
\
groundwater resources, inc.
~
CHAI N OF CUSTODY RECORD
I~ .. :>. iar lier
Bakersf i e 1 d, CA 93307
Telephone: ( 805 ) 835-7700
Te 1 e-Fax: ( 805 ) 835-7717
I
LAB DESTINATION: PROJECT N UM B E R: _-'l6.£L::'.!:I_ /::/':/' /-:> ,
PROJECT CONTACT: ..' P//I~,"
\/1 L ¿Ai; P.O. NUMBER__~~~~___
--
SAMPLER(S): (SIgnature) ZI-
,'-7 oa.
,..- /7 .;;¡ -L. -ì{--;, ,j --
,/ --( Ç' l I-LLJ COUNTY: 1./ .
.- i..,-1. -r. .. -- ; - ,.-
.f . / __ /v-,'>!-_ 1\ .";; r /", .1/
.- . -u
OW
LAB SAMPLE za: ANAL YSI S SAM P L E CONTAINER
DATE TIME SAM P L E LOCATION Oz
NUMBER NUMBER uo REQUESTED TYPE TYPE
Z¿;;C; f f:l""-/-! -?- II/hi C¡:O(J /?w -I .:;i!' I RT F ~/ Y. 7 ¡J II /C, -0 r 1 A;v Tp -//r ~
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--;) r~ c; ~;- 7. ,- Ie t·.. ! ::¡ /1/ /(1! !} ()!; ï ,1 / ( + ,¡¿ I i II I, , \
,;',{.-?? -;:'TA (/.( - I -:::¡-/I/ Ic" (7 '20 J- T/-h /( z: I \~ I . /
'I / I
70 '77 1~"2 - I -=;- /1/ I Ct/ 9.'/0 f ('l iN Jof 7 if , ~I 'I , , I J
.. I /
1 I I I
...? ¿:; r') ¿ ;--;- A (. i.¡ - 7 /0: IS- 51/1((" ::1/ ...., \1 I,
c::... , I II
2?, C;C; ¡¡'IS· ')7A(IÍ .# -7' \\
5TA{k-] \:1 ' , ! ~
-:t(' '-I v'
¿? 7-' C'?e> JT!4(t-f-Y ¡-¡:IS .5 1.'4 (. II II 1\
Z?'é..J/ 57/+ ( t.. - (" J '20 5T/-{r t.. >¢I,r ! \ 1\
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PROJECT NUMBER:
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R_~vURCE MANAGEMENT ~l:J¿NCY
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1- RANDALL L. ABBOTT
DIRECTOR
.DA VID PRICE III
f'.SSISTANT DlREÇTOR
Environmental Health Services Department
STEVE McCALLEY, REHS, DIRECTOR
Air Pollution Control District
WIlliAM J. RODDY, APCO
Planning & Development Services Department
rro JAMES. AlCP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
Ma y 7, 199 1
Alan Paredes
CARNATION, INC.
201 Union Avenue
Bakersfield, CA 93307
SUBJECT:
Location:
Known As:
Permit #:
201 Union Avenue, Bakersfield, CA
Carnation/Favorite Foods
200005
Dear Mr. Paredes:
This Department has reviewed the analysis resul ts submitted by
Groundwater Resources, Inc. from the third sampling event from the
above site and the second since aeration started.
The recommendation by Groundwater Resources, Inc., that no
further sampling af the soil pile is needed and to spread the soil
across the back lot at the site is approved.
If there are any further questions, please do not hesitate to
call me at (80S) 861-3636 ext. 566.
~~~~
Hazardous Materials Specialist
Hazardous Materials Management Program
MD: jg
cc: Groundwater Resources. Inc.
Robert Becker
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2700 "M" STREET, SUITE 300
--
BAKERSFIELD, CALIFORNIA 93301
PRlN"ŒD ON RECYCLED PAPER .
(80S) 861-3636
FAX: (80S) 861-3429
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January 8, 1991 fU-j't. L/!.:
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1500 SO. UNION AVE.
BAKERSFIELD, CALIFORNIA 93307
General Engineering Contractor
Class NHaz License No. 520768
Mr. Michael Driggs
Kern County Department of
Environmental Health Services
2700 M 5t Suite 300
Bakersfield, CA 93301
". .
RE: Carnation/Favorite Foods
201 Union St.
Bakersfield, CA
Dear Mr.Driggs,
Groundwater Resources Inc. (GRl), sampled the soil pile at the above mentioned site on
December 20, 1990. A total of eight soil samples were taken from the pile. This is the second
sainp1ing event for this soil pile, and the first since spread aeration started.
The samples were taken at a minimum depth of 3-inches below the sUIface of the soil. A brass
tube was driven into the soil to collect the sample. The samples were sealed, labeled, and put in
an ice chest before transport to SMC Laboratories, Bakersfield, CA. under a chain of custody
document. Two composite soil samples were analyzed for TPH diesel, oil and grease, and
BTXE. Each composite consisted of four samples divided into an N (north) and S (south)
section of the soil pile. See Table 1 and enclosures for complete analytical results.
TABLE 1
LABORATORY ANALYSIS RESULTS (ppm)
Composite Total Ethy1-
Soil Sample Benzene Toluene Xylenes benzene TPH(D) OilIGrease
PS (9/19/90) ND ND ND ND 280 12000
PN " ND ND ND ND 320 9900
AFTER AERATION
S (12/20/90) 0.0072 ND ND ND 190 11 000
N " ND ND ND ND 160 10000
These analytical results show a reduction in both diesel and Oil and Grease concentrations in the
soil. A verage concentrations for TPH diesel have decreased :(rom 300 ppm to 175 ppm.
Average concentrations for Oil and Grease declined slightly from 10950 ppm to 10500 ppm.
MAILING ADDRESS: P. O. BOX 9383. BAKERSFIELD, CA 93389 (805) 835-7700
FAX (805) 835-7717
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January 8, 1990
~.~chaelIÃdggs
Kern County Department of
Environmental Health Services
Page 2
GRI will continue to monitor the soil pile. If aeration alone does not reduce the diesel and oil
and grease contamination to an acceptable level, th,:ín hydrocarbon eating bacteria will be
introduced to the soil. The next sampling event will be in March, 1991.
If there are any questions concerning this project, please contact me at (805) 835-7700.
Sincerely,
~{~~ J. ~
Robert 1. Becker
Project Geologist
RJB:rjb
Enclosure:
Plot Plan
Laboratory Analytical Results
cc: Cheryl Sandifer, Carnation Inc.
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CARNATION, INC.
201 Union Avenue
Bakersfield, California
VAPOR EXTRACTION
PILOT STUDY
March 8, 1991
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1500 SO. UNION AVE.
BAKERSFIELD, CALIFORNIA 93307
General Engineering Contractor
Class NHaz License No. 520768
MAILING ADDRESS: P. O. BOX 9383. BAKERSFIELD. CA 93389 (805) 835-7700
FAX (805) 835-7717
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CARNATION, INC.
201 Union Avenue
Bakersfiêld, California
VAPOR EXTRACTION
PILOT STUDY
March 8, 1991
TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 BACKGROUND
3.0 VAPOR EXTRACTION PILOT STUDY, FEB. 12, 1991
3.1 PTocedures
3.2 Findings
4.0 VAPOR EXTRACTION WELLS
4.1 Locations
5.0 DESCRIPTION OF TREATMENT SYSTEM
5.1 Treatment of Soil Vapors
5.2 . System Monitoring
5.3 Equipment Specifications
6.0 SYSTEM OPERATION
7.0 CONFIRMATION OF CLEANUP
ILLUSTRATIONS
Plate 1
Plate 2
Plate 3-5
Plate 6
Plate 7-9
Plate 10
Plate 11
Location Map
Plot Plan
Logs of Boring
Hydrocarbon Plume
Static PTessure Drop Contours
Radius of Influence
Vapor Extraction Schematic
APPENDICES
Appendix A Laboratory Results
Appendix B Pore Volume Turnover
Appendix C Equipment Specifications
Appendix D Soil Test Results
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CARNATION, INC.
1.0 INTRODUCTION
Groundwater Resources Inc. (GRl), a RESNA company, has prepared this vapor extraction pilot study
report forthe Carnation Favorite Foods facility located at 201 Union Avenue in Bakersfield, California
(Plate 1).
This report details the pilot study results and includes a plan for the full scale vapor extraction system.
The plan includes well spacing, vacuum rates, hydrocarbon recovery rates, time required for clean up
and vapor treatment technology.
The Kern County Air Pollution Control District has been contacted and their pennit applications will
be submitted as required. An exemption was obtained from the APCD to perfonn this pilot test.
2.0 BACKGROUND
In October of 1987 five underground fuel storage tanks were removed from the above mentioned site
(see Plate 2). These included a 3000 gallon fuel oil and diesel tank, a 7,500 gallon gasoline tank, a
1,000 gallon new oil tank, a 1,000 gallon waste oil tank, and a 7,500 gallon diesel tank. Evidence of
the removal of a fanner fuel tank was also uncovered and was identified as a phantom tank in previous
reports. Soil samples for the preliminary site assessment were collected, as required, from beneath
each tank, and the dispenser island. The preliminary site assessment report dated November 2, 1987
was prepared and submitted by William H. Park and Associates (W.H.P.). The analytical results
showed hydrocarbon contamination at the fuel oil and diesel tank, at the new oil tank, and at the
dispenser island. The other tanks showed no appreciable contamination and no further assessment was
needed at those locations.
On November 12th and 13th, 1987 a site characterization study was perfonned by W.H.P on the west
end of the new oil tank and below the dispenser island (see Plate 2). A total of six test holes were
drilled, three test holes at each area, and samples were analyzed for the proper hydrocarbon
constituents. Test hole C, drilled at the dispenser island, detected contamination between 10 and 20
feet, with a high of 37,445.96 ppm TPH(diesel) at 15 feet. The other two holes drilled at the dispenser
island showed only minor hydrocarbon constituents. All three test holes located near the new oil tank
showed oil and grease contamination, with a high of nearly 100,000 ppm at 20 feet in test hole B.
These test holes defmed the hydrocarbon plume vertically and laterally and W.H.P. estimated the
volume of the plume was about 110 cubic yards of soil. On January 28, 1988 W.H.P. drilled four
additional test holes (F,G,H,I) to see if the hydrocarbon plume extended beneath the shop building west
of the dispenser island (see Plate 2). Analytical results for test hole F showed 3,696.5 ppm TPH diesel
and 7,072.99 ppm TPH gasoline at five feet. Test hole G showed only gasoline contamination of
5,209.76 ppm at five feet. This contamination did not extend past ten fee.t and appeared to be not very
extensive (see Plate 6 for cross-section of hydrocarbon plume).
MARCH 8, 1991/Page 1
GROUNDWATER RESOURCES INC.
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. CARNATION, INC.
In their report dated March 30, 1988 W.H.P recommended that the hydrocarbon contaminants near the
island dispenser and under the shop building be left in place since it is composed of heavy end
hydrocarbons and should not be a threat to the groundwater (estimated to be 200 feet below the
surface) or to the public. The other alternative suggested, is to excavate the vadose plumes, but any
excavation work would jeopardize the structural integrity of the shop building.
Excavated soil from previous work was stockpiled on-site and is currently being aerated. Laboratory
results are shown in Tables I and II.
On August 30, 1990, ORI submitted a workplan to further assess the soil surrounding the former
dispenser island. On September 28 and 29, 1990, ORI drilled two soil bòrings and installed 4-inch
diameter schedule 40 PVC casing into one of the borings (ORI-1), for future remediation of the soil
by vapor extraction. In a site mitigation report dated December 7, 1990 ORI recommended drilling
and installing two more vapor extraction wells near the former diesel dispenser for remediation
purposes. On January 10, 1991, two vapor extraction wells were drilled and installed (see Plates 3
through 5 for boring logs). A vapor extraction pilot study was peIformed on the three vapor extraction
wells on February 12, 1991. This report details the findings of this vapor extraction pilot study and
the full scale vapor extraction system to be used.
3.0 VAPOR EXTRACTION PILOT STUDY, FEBRUARY 12, 1991
3.1 Procedures
A150 scfm vacuum pump was used to extract vapors from recovery wells RW-1
RW-2, and ORI-I. Static pressure changes were measured using a manometer
attached to neighboring well heads. Air samples were taken periodically to
determine vapor concentrations at differing vacuums. An Organic Vapor Analyzer
(OV A) was used to monitor vapors before and after entering the four granulated
activated carbon drums set up in series. A magnehelic gauge was used to measure
vacuums extracted from the well head (in inches of water) and a vacuum gauge
measured vacuums in inches of mercury.
3.2 Findings
3.2.1 Field Data
Vadose well ORI -1 was tested first. The vacuum extraction system was
hooked up to the top of the four-inch casing of ORI-I. Initial flow rates
were with RW-2 and RW-1 closed. Vacuum was 4-inches of Hg
(mercury) and 60-inches of water. The test on ORI-1, RW-1, and RW-
2 each ran for 20 minutes. One air sample was taken during the testing
of ORI-I. The manometer was first hooked up to the top of RW-1 to
MARCH 8, 1991/page 2
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... TABLE II .-
ANALYTICAL RESULTS FROM
. SITE CHARACTERIZATION BORINGS
SOIL TPH (D) TPH (G) O&G B T X E LEAD TOX
SAMPLE #
TH A-15' N/A N/A 66703 N/A N/A N/A N/A 10.5 N/A
TH A-20' N/A N/A 99528 N/A N/A N/A N/A 6.67 N/A
TH A-25' N/A N/A 373 N/A N/A N/A N/A 4.41 N/A
TH Al@ 15' N/A N/A 72582 N/A N/A N/A N/A 10.9 <20
TH Al@20' N/A N/A 7967 N/A N/A·· N/A N/A 12.5 <20
TH Al@25' N/A N/A 528 N/A N/A N/A N/A 10.7 <20
TH B-151 N/A N/A 79328 N/A N/A N/A N/A 8.82 N/A
THB-201 N/A N/A 108317 N/A N/A N/A N/A 9.26 N/A
TH B-25' N/A N/A 173 N/A N/A N/A N/A 5.50 N/A
C-lO' 7115.21 N/A N/A 3.68 3.97 2.4 1.42 N/A N/A
C-15' 37445.96 N/A N/A 10.37 9.49 1.89 10.44 N/A N/A
C-201 134.71 N/A N/A ND ND . ND ND N/A N/A
C-25' ND N/A N/A ND ND ND ND N/A N/A
C-30' ND N/A N/A ND ND ND ND N/A N/A
D-15' 34.18 N/A N/A ND ND ND ND N/A N/A
D-201 ND N/A N/A ND ND ND ND N/A N/A
D-25' ND N/A N/A ND ND ND ND N/A N/A
E-15' ND N/A N/A ND ND ND ND N/A N/A
E':201 ND N/A N/A ND ND ND ND N/A N/A
E-25' ND N/A N/A ND ND ND ND N/A N/A
TH F @ 5' 3696.5 7072.99 N/A 26.39 109.45 914.05 ND N/A N/A
TH F@101 34.10 N/A N/A ND ND ND ND N/A N/A
TH F@15' ND N/A N/A ND ND ND ND N/A N/A
TH F@20' ND N/A N/A ND ND ND ND N/A N/A .
TH F@25' ND N/A N/A ND ND ND ND N/A N/A
TH G@ 5' ND 5209.76 N/A 1.56 23.83 268.89 ND N/A N/A
TH G@lO' ND N/A N/A ND ND ND ND N/A N/A
TH G@151 ND N/A N/A ND ND ND ND N/A N/A
THH@ 51 ND N/A N/A ND ND ND ND N/A N/A
TH H@10' ND N/A N/A ND ND ND ND N/A N/A
TH H@15' ND N/A N/A ND ND ND ND N/A N/A
TH I@ 5' ND N/A N/A ND ND ND ND N/A N/A
TH I@1O' ND N/A N/A ND ND ND ND N/A N/A
TH I@15' ND N/A N/A ND ND ND ND ,N/A N/A
ALL VALUES IN PARTS PER MILLION (pPM)
TPH = TOTAL PETROLEUM HYDROCARBONS
D = DIESEL
G = GASOLINE
O&G = OIL AND GREASE
B = BENZENE
T = TOLUENE
X = TOTAL XYLENES
E = ETHYL BENZENE
TOX = TOTAL ORGANIC HALIDES
ND = NONE DETECfED
N/A = NOT APPLICABLE (NOT TESTED) SOURCE: W.H. PARK & ASSOCIATES
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record static pressure drops. A pressure drop of 0.5 inches of water was
observed at RW-I after the fIrst minute. The pressure drop at RW-I
increased to 0.8-inches of water after 10 minutes of operation. The
manometer was next hooked up to RW-2 and a pressure drop of 0.2-
inches of water was recorded after 1 minute, which stabilized at
OAO-inches of water after 10 minutes of operation. As shown by Plate
7, the static pressure drops were greatest between RW-I aÌ1d GRI-l.
The radius of influence (with 0.25-inch of water pressure drop) is 11 feet
in the east-west and 7 feet in the north-south direction.
Vapor extraction well R W -1 was tested next and is located in the center
of the three spot pattern (including RW-2 and GRI 1). A vacuum of 1.5
inches of Hg was recorded throughout this test. The greatest pressure
drop was seen at RW-2 (5.2-inches of water), and the least at GRI-I
(O.3-inches of water). Plate 8 shows contours of static pressure drops
during this testing of RW-1. Radius of influence calculated for RW-I
was 35 feet in the east-west direction and 10 to 12 feet in the north-south
direction. One air sample was taken during this test. Vadose well RW-
2 was opened during this test to see if it would change any of the
pressures recorded. No appreciable differences were seen with RW-2
open.
Vapor extraction well RW - 2 was tested last and showed a pressure drop
of 0.8-inches of water at GRI-I and 2A-inches of water at RW -1. Plate
9 shows contours of the static pressure drops observed during the testing
of RW-2. Radius of influence was also calculated for RW-2 (see Plate
9 & 10). One air sample was taken during this test. Table 3 shows
complete field data collected during this testing.
Organic Vapor Analyzer (OVA) readings taken during the vapor ex-
traction test of GRI-I were between 400 to 500 ppm before the carbon
drums and 2.5 to 100 ppm after the drums. OV A readings taken during
the vapor extraction test of RW-I were over 1000ppm before the carbon
drums. OV A readings after the carbon drums were 35 to 150 ppm.
OVA readings during testing of RW-2 were allover 1000 ppm before
the carbon drums and between 100 and 200 ppm after the carbon drums.
See Table 3 for fIeld readings.
MARCH 8, I99I/Page 3
GROUNDWATER RESOURCES INC.
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TABLE 3
Carnation/Favorite Foods
VAPOR EXTRACTION TEST FIELD DATA
OBSERVATION
WELLS
.........................
.........................
..........................
..........................
............. ...........
.........................
..................................................
:..................................................
.........................
·························E..··········
..... .. .....
..... - - . ,. ....
}.TIM}}
.........................
(iOOJiµt~$)
.......... .. ...
...................................................
.........................
..........................
.........................
.........................
.........................
TESTING GRI-l
1 4.0
2
4
5
10
12 4.0
14
17
20 4.0
400 2.5 0,05 RW-l
60 (20 CFM) &
400 60 0.07 RW-2
400 80 Closed
100 0.07
100 (23 CFM) GRI-1
450 100 0.07
450 80
500 80 0.07
TESTING RW-l
1 1.5 1000 35 0.4 RW-2 &
3 1000 100 (50 CFM
GRI-l
5 1000 100 0.4 "-
10 1.5 100 RW-l closed
1000
12 1 000+ 150 0.4
15 1.5 1 000+ 150 Open
17 1 000+ 150 0.4 RW-2
20 1.5 1 000+ 150 0.4
TEST I NG RW-
............. ......"....,. ..........
.......................................·····g··E···········
. ". ... ." , ....
~~~I~I~i......~........
·"""R:n.T""."""Ð"U''''''2·· ,,,,,,,,,,,,,,,
~:): .-.-.\~:r:t:: .::>~);):,::t::: :/«<
0.5
0.5
0.8
0.2
0.3
0.35
0.40
GRI-l RW-2
2.0
5.2
5.2
5.2
0.2
0.3
0.3
0.3
GRI-l RW-l
1 4.0 1000+ 100 0.10 RW-l & 0.10
3 150 GRI-l 0.10
5 4.0 1000+ 150 0.10 Closed
7 (28 CFM RW-2 0.15
10 4.0 1000+ 200 0.10 2.4
12
15 175 2.4
4.0 1000+ 0,10 2.4
17
20 4.0 1 000+ 150 0.10 2.4
MARCH 8, 1991/Page 4
GROUNDWATER RESOURCES INC.
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3.2.2 Laboratory Results
A total of three air samples were taken during the vapor extraction
testing. One from each of the vapor extraction wells. These samples
were maintained under a chain of custody document from collection to
delivery to SMCLaboratories of Bakersfield, California. These samples
were analyzed for BTXE and TPH gasoline and diesel. The highest
concentrations were seen in the air sample from RW -1 with a benzene
concentration of 1.9 ugm/cc and TPH gasoline concentration of 38 ugm/
cc. For RW-2 the concentrations were 0.0052 ugm/cc benzene and ND
(none detected) for TPH gasoline. Analytical results for GRI-l were
ND for both TPH gasoline and benzene, but minor concentrations of
toluene (0.0068 ugm/cc), total xylenes (0.03 ugm/cc), and ethylbenzene
(0.012 ugm/cc) were detected. TPH diesel concentrations were ND for
all three air samples analyzed. See Table 4 and Appendix A for
complete analytical results.
TABLE 4
LABORATORY ANALYSIS RESULTS (ugm/cc)
Vapor
Extraction Sampling
Samples Date B T X E TPH(G) TPH(D)
GRI -1 02/12/91 ND 0.0068 0.03 0.012 ND ND
RW-l 02/12/91 1.9 4.9 1.39 0.26 38 ND
RW-2 02/12/91 0.0052 0.011 0.0474 0.019 ND ND
B = Benzene, T 7" Toluene, X = Total Xylenes, E = Ethylbenzene, TPH = Total
Petroleum Hydrocarbons, (G) = Gasoline, (D) = Diesel
3.2.3 Pore Volume Turnover
Using the estimated radius of influence of 15 feet, as detennined in the
field tests, the pore volume turnover rate for one well can be calculated.
An average porosity of 40% was detennined in laboratory testing (see
Appendix D) and was used in these calculations. With an extraction
. flow rate of 100 cubic feet per minute the estimated pore volume
turnover rate is every 56.55 minutes or about or 25.5 times a day. See
Appendix B for calculations.
3.2.4 Inlet Wells
During the vapor extraction testing of R W -1, R W - 2 was uncapped to see
what effect this would have on vapor concentrations and pressures at
MARCH 8, 1991/Page 5
GROUNDWATER RESOURCES INC.
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RW-1. No appreciable difference was seen in pressure or in hydrocar-
bon vapor concentrations recorded. This data indicates that inlet wells
may not be needed at this location. This can be further tested during the
actual operation of the vapor extraction system.
4.0 VAPOR EXTRACTION WELLS
4.1 Locations
OR! recommends that there is not a need for additional vapor extraction wells at this
site. The affected area within the TPH dieseVgasoline soil plume is effectively
covered with the three vapor extraction wells already installed at the site. The
plume and vapor extraction well radii of influence are shown on Plate 10.
5.0 DESCRIPTION OF TREATMENT SYSTEM
The proposed treatment system will process soil vapors utilizing granulated activated carbon (Plate
11).
5.1
(1
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~~
~'0~
Treatment of Soil Vapors
The soil vapors will be collected from a series of vapor extraction wells using a 2
HP regenerative blower capable of sustaining an average pressure drop of 2 inches
of mercury at 100 SCFM. A 100 SCFM blower will evacuate the total pore volume
of the soil plume every 169 minutes with all three wells hooked into the system (see
Appendix B for calculations). Vapor extraction tests on all vapor recovery wells
at the site resulted in vapor concentrations up to 38 ugm/ccTPH gasoline at a flow
rate of 50 CFM (see laboratory results, Table 4 and Appendix A). From this data,
expected initial concentrations from the vapor extraction system would be ap-
proximately 51.24 pounds of product per day. The total volume of diesel and
gasoline in the vadose plume is estimated to be 500 gallons or about 3,000 pounds
of product. This estimate was calculated using laboratory results and calculated
cubic feet of contaminated soil at certain concentrations. Since the majority of the
soil contamination is from diesel fuel, there will be non-mobile heavy hydrocarbons
that will not be removed by vapor extraction. The goal of this remediation project
is to remove the volatile hydrocarbon constituents (BTXE) from the soil and
eliminate the threat to biological receptors and to the groundwater beneath the site.
The wells will be manifolded together and equipped with individual shut off and air
bleed valves. This configuration will allow for individual testing and sampling of
each well. Selected individual wells will also be closed or reopened periodically
to alter preferred vapor flow paths and provide for more efficient removal of
volatiles. Alternating wells can also be used as air intake wells to enhance vapor
migration.
GROUNDWATER RESOURCES INC.
MARCH 8, 1991/Page 6
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The effluent air stream will be injected into vapor phase granular activated carbon
(OAC) containers. The adsorption ratio for vapor phase carbon is approximately
20% for diesel and gasoline. An estimated 15,000 pounds of carbon will be used
to completely remove the vadose plume. The air stream will be monitored in
accordance with the County of Kern Air Pollution Control District pennit require-
ments. The OAC will be regenerated as needed with proper manifesting of this
material off-site.
5.2 System Monitoring
All of the system operations will be controlled by a programmable controller which
will be linked via telephone modem to a computer at OR!. The computer will
monitor all system operations.
5.3 Equipment Specifications
The remediation system will consist primarily of:
Two 2000 pound canisters of vapor phase granular activated carbon, model
V2OO0, manufactured by Barneby & Sutcliffe Corporation
One Programmable Logic Controller, model PC 1200, manufactured by
Westinghouse
One Rotron Regenerative Blower, model DR 505 AX58, 120 SCFM
Equipment perfonnance specifications are presented in Appendix C
6.0 SYSTEM OPERATION
The remediation system will be operated on a 24 hour basis. The proposed system has been designed
to be flexible and can allow for increases in vapor flow rates if necessary.
Compliance sampling of the air emissions will be perfonned on a regular basis as required by the Kern
County APCD. A quarterly report containing all of the sampling data (including influent and effluent
. concentrations), well head pressure readings, and system operational and maintenance data will be
submitted to the Kern County Department of Environmental Health Services (KCDEHS) and the Kern
County APCD
7.0 CONFIRMATION OF CLEANUP
Confmnation of clean-up in the vadose soil can be accomplished by detennining hydrocarbon
concentrations in soil samples from borings or by non detectable concentrations in emissions from
MARCH 8, 1991/Page 7
OROUNDW A TER RESOURCES INC.
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various vapor extraction wells. After completion of the remediation project, the wells will be
abandoned following KCDEHS guidelines. Estimated time for cleanup of the vadose plume is four
to six months.
All work will be supervised by Rex J. Young, State Registered Geologist #720.
Respectfully submitted,
RESNNGROUNDWATER RESOURCES INC.
<þ ß~J n ?ì ~?/l .-
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Robert J. Becker
Project Geologist
RJB:tab:macpvt
MARCH 8, 1991/Page 8
GROUNDW A TERRESOURCES INC.
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groundwater resources, Inc.
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enviofonmentaVgeotechnical services
PROJECT NUMBER: 960-4
CARNATION PL..ANT
201 Union Avenue
Bakersfield. California
PLA.TE
1
LOCATION MAP
N
Composite
I
S
Composite
R
E
S
I
D
E
N
T
A
L
A
R
E
A
\-~.'
e
e
MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS)
Gasoline Tank (7,500 Gallon) Diesel Tank a ,500 Gallon)
~
Now Oil Tonk (1.000 G....) I
~ ~ GR1-II!§:1~
Waste Oil (1,000 Gallon) ~~ Phantom Tank
Aerating Soil
Approx. 65-70
Cubic Yards of Soil
DIRT LOT
(NOT TO'SCALE)
PARKING CANOP
v
S
T
R
E
E
T
SHOP
BUILDING
3rd STREET
LEGEND
~ FORMER TANK. LOCATION
. Soil Sample Location
.. Vadose Extraction Well
o Boring Location (f.H. = TEST HOLE)
..' Path of Directional Boring
.. SCALE (APPROX.)
I ~ I
o 1 20Ff.
CARNATION
BUILDING
THC
OLD
REST AURANT
(NOW
WAREHOUSE
FOR WARNER
CABLE)
o
GRI-2
COVERED
TRUCKPORT
BEACON
CARDLOCK GAS
STATION
~ Drivewa
FuelOil r..
and Diesel Tank
(3000 + Gallons)
Driveway
2nd STREET
r\
groundwater resources, inc.
WIJì'
environmental/geotechnical services
MOTOR CITY GMC
REVISED: FROM W.H. PARK & ASSOC.
FORMER TANK LOCATIONS
CARNATION PLANT
201 UNOIN ST.
BAKERSFIELD, CA.
PLOT PLAN
R
0
y
A
U L
N
I P
0 A
N L
M
A S
V M
E 0
T
E
L
&
,
R
E
S
T
F
PLATE
2
WELL COMPLETION
2" PVC T
Traffic Box
Locking
well cap
Neat Cement
Bentonite
Seal (3 Fl)
2" Blank
PVC Casi
0.02 inch
Slotted
2" PVC
Casing
#2/12 Sand
Filter Pack
2" End Plug
8" Open-Hole
e
ANALYSES
Lab Field'!Z
::>
TIP 8
P.I.D. ~
....J
ppm CD
Benzene
TPH
Diesel
ppm
360
<10 1060 6
10,700 7
9
450 11
8
12
100
::o;,'~ .
e
SAMPLE
i ....J a: I ~
fJ)
« UJ Q)
:t:;.. > [I) fJ) "9
:I: a: ::E >. ui
~ UJ ::>. ~ Ó
r- z Õ ui
UJ ~
0 J::. ~
==
0
SOIL DESCRIPTION
Backfill- mad bm, damp, fn gr Sand,
loose, mod petrol odor.
Sand, dk gry, fn gr, silty, damp, loose,
moderate petrol odor.
Sand, It to mad gry, fn gr, tr silt, loose,
damp, mod to strong petrol odor.
Sand, dk gry to dk bm, fine grained,
grades to sandy silt, damp, moderate
petroleum odor.
Sand, dk gry, fn gr, silty, damp, loose
to sll firm, sll to moderate petrol
odor.
SURFACE ELEVATION: LOGGED BY: RJB
TOTAL DEPTH: 20 Ft. SUPERVISED BY: RJY
DATE DRILLED: 1/10/91 DIAMETER of BORING: 8"
WATER ENCOUNTERED AT: NA
GROUNDWATER RESOURCES, INC. LOCATION: Carnation/Favorite Foods PLATE
(805)835-7700 Over Fonner 201 Union St. 3
environmental/geotechnical services Dispenser Bakersfield, CA
LOG OF BORING RW-1
PROJECT NUMBER: 960-4 page 1 of 1
e e
ANALYSES SAMPLE
Lab Field ~ Õ
z î ciI
::> ...J II: -g ë¡¡
TIP 0 c( UJ >. CD
Benzene ~ ~ > CD U) "tj' SOIL DESCRIPTION
:I: II: :E >. ui
TPH P.I.D. b: UJ ::> 8' Ò
Diesel 0 ~ z ui
...J UJ ~ Õ
CD 0 .r:. ::;
ppm ppm ==
WELL COMPLETION
>J..
2" PVC T
Traffic Box
ocking
well cap
Neat Cement
Bentonite
Seal (2 Ft.) <10
2" Blank 8100
PVC Casin
0.02 inch
Slotted
"PVC
Casing
#2/12 San
Filter Pack
430
Silt, dk bm to dk gry, firm, sllplastlc, .
tr sand, mod to strong odor.
Sand, mad bm to gry, fn gr, silt, mod odor
Sand, It bm to omg, fn to mad gr, loose,
damp,v sli odor petrol odor.
30 7
10
11
50
SURFACE ELEVATION: LOGGED BY: RJB
TOTAL DEPTH: 10 Ft. SUPERVISED BY: RJY
DATE DRILLED: 1/10/91 DIAMETER of BORING: 8"
WATER ENCOUNTERED AT: NA
GROUNDWATER RESOURCES, INC. LOCATION: Carnation/Favorite Foods PLATE
(805)835-7700 Inside Shop 201 Union St. 4
environmental/geotechnical services Building Bakersfield, CA
PROJECT NUMBER: 960-4 LOG OF BORING RW-2 page 1 of 1
..~.
e
e
ANALYSES SAMPLE
Lab Field I- ~
z î .~
=> ...J a: II)
TIP 0 <: w >- Q)
WELL COMPLETION Benzene ~ :::;. > co II) "9
TPH P.LD. :I: a: ::E >- en
9 Ii: ~ => ~ Ò
20-Degree Angle Boring Diesel w ~ z õ en
co C .s= ~
ppm ppm :=
Traffic Box
Locking
well cap
SOIL DESCRIPTION
o
Backflll- mad bm, damp, tn gr Sand,
loose, no petrol odor.
o
6
6
8
Sand, dk bm, tn gr, silty, damp, loose,
no petrol odor.
o 6
9
13
Sand, as above with more silt, grades to
sandy silt, no odor.
6 9
21
21
Sand, mad gry with bm hues, tine grained,
grades to sandy slit, damp, tr coarse gr, v
sli petroleum odor.
ND 150
7000(D)
ND(G)
Sand, dk gry, tn gr, silty, damp, loose
to sli tirm, moderate petrol odor.
8
ND
ND(D)
ND(G)
o
Sand, as above at 25.5', v sll odor.
Silt, dk gry, damp, tr sand, mica, no
petrol odor.
Sand, It bm, tn to coarse grained, loose,
damp, no petrol odor.
o
SP Sand, as above with sll more fn gr sand,
.........
..........
.........
..........
.........
..........
.........
.........,
.........
..........
10" open hole
o
Sand, meet bm, fn to mad gr, tr silt,
loose, no odor.
..........
.........
..........
.........
.........,
HiM
~@~~?~: SM Sand, dk bm, fn gr, silty, sll firm, no
petroleum odor.
otal Depth = 45 Ft.
rue Vertical Depth = 42.2 Ft.
(TVD)
SURFACE ELEVATION: LOGGED BY: RJB
TOTAL DEPTH: 45 Ft. SUPERVISED BY: RJY
DATE DRILLED: 9/27/90 DIAMETER of BORING: 8"
WATER ENCOUNTERED AT: NA
GROUNDWATER RESOURCES,INC. LOCATION: Carnation Favorite foods PLATE
(805)835-7700 4 Ft. East & 4 Ft. 201 Union St. '5
environmental/geotechnical services North from Bldç¡ Edç¡e Bakersfield, CA
PROJECT NUMBER: 960-4 LOG OF BORING GRI-1 page 1 of 1
TRUCK-PORT ~ SHOP BUilDING N
.
. ~ LL ~
East ~ ~ ~ a:
A ¡-:
0
D
E
P
T
10 H
B
E
l
Ö
II 20 w
S
U
R
30 F
A
C
E
40
PLATE
6
West
HORIZONTAL
SCALE
(in feet)
I
5
o
Cross-Section A-A'
Carnation/Favorite Foods
201 Union Ave.
Bakersfield, California
I
Plume Dia ram
A'
All TPH Values are Diesel
Unless Otherwise Noted
LEGEND
* Soil Sample location
All Concentrations in ppm
ND = None Detected Boring
26.39 Benzene
7072.99(D) TPH diesel lab
3696.5(G) TPH gas Analysis
txJ Proposed Vadose Well .
. Silt §§ Clay
mm Silty Sand . Gravel
Sand Backfill
í\ .
groundwater resources, inC.
~
environmental/geotechnical services
...
..,
e
~~:
-
N
Composite
I
S
Composite
R
E
S
I
D
E
N
T
A
L
A
R
E
A
e'
e
MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS)
3rd STREET
Aerating Soil
Approx. 65-70
Cubic Yards of Soil
LEGEND
. Soil Sample Location
-$- Vadose Extraction Well
0.25" Pressure Drop in
inches of Water
....' Path of Directional Boring
..
DIRT LOT
(NOT TO SCALE)
PARJGNG CANOP
Radius of Influence
~
(0.25" of Water)
SCALE (APPROX.)
J 1~ 20h.
V
S
T
R
E
E
T
Radius of Influence 30 ft east-west
9 ft north-south
TPH PLUME
SHOP
BUILDING
COVERED
TRUCKPORT
Driveway
2nd STREET
BEACON
CARDLOCK GAS
STATION
R
0
Y
A
U L
N
I p
0 A
N L
M
A S
V M
E 0
T
E
L
CARNATION
BUILDING &
R
OLD E
REST AURANT S
(NOW T
WAREHOUSE
FOR WARNER
CABLE)
F
I Drivewa
I
MOTOR CITY GMC
REVISED: FROMW.H.PARK &ASSOC.
r-\
groundwater resources, inc.
~
CARNA TION PLANT
201 UNOIN ST.
BAKERSFIELD, CA.
environmental/geotechnical services
. Pressu re Drop Contou rs:
RW-2 at 4" Hg
PLATE
9
N
Composite
I
S
Composite
R
E
S
I
D
E
N
T
A
L
A
R
E
A
e
,~..
e
MOTEL AND RESTAURANT COMPLEX (FORMERLY THE BLACK ANGUS)
Aerating Soil
Approx.65-70
Cubic Yards of Soil
DIRT LOT
(NOT TO SCALE)
PARKING CANOP
v
S
T
R
E
E
T
3rd STREET
LEGEND
. Soil Sample Location
. Vadose Extraction Well
o Boring Location (T.R. = TEST ROLE)
o Radius of Influence
(0.25" of Water Pressure Drop)
.. Path of Directional Boring
.. SCALE (APPROX.)
I I I
o 10 20Ff.
Radius of Influences
Completely
Cover Hydrocarbon Plume
Area
\,....
.....
SHOP
BUILDING
COVERED
TRUCKPORT
Driveway
2nd STREET
CARNATION
BUILDING
....~
OLD
REST AURANT
(NOW
WAREHOUSE
FOR WARNER
CABLE)
BEACON
CARDLOCK GAS
STATION
I Driveway
I
MOTOR CITY GMC
REVISED:· FROMW.H. PARK &ASSOC.
f\
groundwater resources, inc.
WI.P'
environmentaVgeotechnical services
I
S
L __
A-
N
D
~A
CARNATION PLANT
201 UNOIN ST.
BAKERSFIELD, CA.
Radius
of Influences
R
o
Y
A
U L
N
I P
o A
N L
M
A S
V M
E 0
T
E
L
&
R
E
S
T
F
PLATE
10
1~w'"
RW-2 Screen
Interval
GRI-1
Carnation/Favorite Foods
201 Union Ave.
Bakersfield, CA
VAPOR EXTRACTION
PLATE
11
Logic
Controller
.................r.......-rg?:"..,.:o
Sampling Port
Air Monitoring
System
!"
.:{
j
-.. i
I
Rotron Regenerative
Blower. 120 SCFM
~
~
,~
e
Vapor Phase
Carbon
2000lb
Vessels
e Ii
.,1
"I
I
, '
f\
groundwater resources, inc.
~Vironmental/geoteChnical services
2-21-91 PROJECT NUMBER: 960-4
/"". {or
e
e
APPENDIX A
Laboratory Results
-
"\
groundwater resources, inc.
~
CHAI N OF CUSTODY RECORD
1 :, vv S. VII i Of, "Jenul"
BakersfieJd, CA 93307
Telephone: ( 805 ) 835-77ÕO
Tele-Fax: ( 805 ) 835-77i 7
I
LAB DESTI NATION:. PROJECT NUMBER:_2:.~q.:_'i._ ...'"
PROJECT CONTACT: /?ov R -Prkr_
S/l1é ¿A8£ P.O, NUMBER_~6g6_Ù:=.__
SAMPLER( S); (SI gnature) ZI- '.
~f-c-P»-~ oc..
-- /<, f? r ,..J
.;/r.-t< -t: . . 'I-\.--- I-W COUNTY;
ct::
LAB SAMPLE za: ANAL YSI S SAM P L E CONT AI NER
°z
NUMBER NUMBER DATE TIME SAMPLE LOCATION Wo REQUESTED TYPE TYPE
(" ell) &-t2r- I 21/2/q¡ 2' 2() r...../!-r-/ T¡JH(I:-A (,.. /J,·pr.-r) /- R T v/= A ,'I? 7-.", ./I/- _
I~ c¡ :1- f( w-I J 7 .' S-o II w- I 1/ I, " I, , I \ (
tJI. q .. !Il W.... 2 / ? : ¡.t' ¡2 t-v - 7.... . , I I
' , I. . . . . , .
c
/"
"-.
.e
;~' I
e
S P E C I AL INS T R UCT IONS :----ßJL-.../1J:LL---h/, r ~d_Jk!..£.. tJ--P:~_______J_~PL«__Í:h..rJY~-Y-12..k1.L-d____
POSSIBLE SAMPLE HAZARDS:_________________________________________~-----_________________
.1.. RelInquIshed by: ~ ~ate/Tlme: 2fl IJ'" I I:(kcelved ~y: it~d~; l/{.,fr>'.- Date/TIme: ?ri'i ,I'
1. Relfnqu1shed by: Date/T1me: Rece1ved by: Date/T1me:
1. Rel1nqutshed by:
1. Re11nQu1shed by:
CCR (Rev. 10/89)
Date/T1me; Rece1ved by:
Date/T1me: Rece1ved by:
Vv'HITE: LABORATORY PINK JOB FILE YELLOW: SAMPLE LOG
Date/Ttme:
Date/Ttme:
~ :iff
e
--
\'- C J
SMC
Laboratory
Analytical Chemistry
Client Name: Groundwater Resources, Inc.
Address 1500 South Union Avenue
Bakersfield, CA 93307
Attention
Mr. Bob Becker
Date samples received 2-13-91
Date analysis completed: 2-15-91
Date of report 2-15-91
Project Name: Kern
Project # 960-4
P.O. # 5686 G
RESULTS OF ANALYSIS:
# 686 ID: GRI-1
Benzene
Toluene
Ethylbenzene
Isopropylbenzene
m-Xylene
o,p-Xylene
ugm/cc
ND
.0068
.012
.029
.030
ND
MDL,ugm/cc
0.005
0.005
0.005
0.005
0.005
0.005
TPH (Gasoline)
ND
1.0
Method of Analysis for BTX/TPH (Gasoline): 3810/8015 (FID)
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ugm/cc = micrograms per cubic centimeter
ND = None Detected
fI:~11 ¡¡fY1~
A ea Horton
Analytical Chemist
3155 Pegasus Drive
P.O. Box 80835 .
· Bakersfield, CA 93308
Bakersfield, CA 93380 .
· (805) 393·3597
FAX (805) 393·3623
e
-
'Ii i I J
RESULTS OF ANALYSIS
# 687 ID: RW-1
Benzene
Toluene
Ethylbenzene
Isopropylbenzene
m-Xylene
o,p-Xylene
ugm/cc
1.9
4.9
.26
1.1
.62
.77
MDL,ugm/cc
0.005
0.005
0.005
0.005
0.005
0.005
TPH (Gasoline)
38.
1.0
# 688 ID: RW-2 ugm/cc MDL,ugm/cc
Benzene .0052 0.005
Toluene .011 0.005
Ethylbenzene .019 0.005
Isopropylbenzene .015 0.005
m-Xylene .0094 0.005
o,p-Xylene .038 0.005
TPH (Gasoline) ND 1.0
!b9!(Jt7 /I~~ .
Angela Horton
Analytical Chemist
,~..
e
e
- (I -'
SMC
Laboratory
Analytical Chemistry
Client Name: Groundwater Resources Inc.
Address 1500 South Union Avenue
Bakersfield, CA 93307
Attention
Mr. Bob Becker
Date samples received 2-13-91
Date analysis completed: 2-16-91
Date of report 2-16-91
Project Name: Kern County
Project # 960-4
P.o. #
5686-G
RESULTS OF ANALYSIS:
TPH (Diesel)
# ID ugm/cc
686 GRI-1 ND
687 RW-1 ND
688 RW-2 . ND
Method of Analysis for TPH (Diesel): 3810/8020 (FID)
ugm/cc = micrograms per cubic Centimeter
ND = None Detected
~µ
Maung . Thein
Analytical Chemist
3155 Pegasus Drive
P.O. Box 80835 .
. Bakersfield, CA 93308
Bakersfield, CA 93380 .
. (805) 393·3597
FAX (805) 393-3623
e
e
-;, '" .0' ~
APPENDIX B
Pore Volume Turnover
e
e
) '" ~ ....}
APPENDIX B
PORE VOLUME. TURNOVER RATE OALCULATIONS
Given: 15 foot radius of influence
40% average porosity
Vadose Pore Volume
= 4/3 (3.14..) r 3
= 4/3 (3.14..) 15 3
= 14137.167 Cubic Ft.
= 141367.167 Cubic Ft. X 0.40% (porosity)
. = 5'654.86 Cubic Ft.
Volume of Soil (sphere)
IF Extraction Flow Rate = 100 CFM
Then Estimated Pore Volume Turnover From One Well =
5654.86 Cubic Ft. / 100 CFM
= 56.55 minutes = 0.94 Hours or 25.5 times a day
If the system has a 100 SCFM flow rate and is tied into all 3 wells, then estimated Pore Volume
Turnover Rate =
5654.86 Cubic Ft. /100 SCFM X 3 Wells
= 169.64 minutes = 2.83 Hours.
'1 I: I
e
e
APPENDIX C
Equipment Specifications
,
ii
In
~1
¡~1
.,
r
c;n~ EGI1G ROTRON
DR 505
Regenerative Blower
FFATURFS
· Manufactured in the USA
· Maximum flow 160 SCFM
· Maximum pressure 75" WG
· Maximum vacuum 5.2" Hg
· Standard motor-2.0 HP, 230/460V-3 ph.-50/60 Hz.
· Blower construction-cast aluminum housing,
impeller and cover
· Inlet and outlet internal muffling
· Noise level within OSHA standards
· Weight: 82 Ibs. (37 Kg)
ACCESSORIES
· External mufflers
· Slip-on flanges
· Intake filters
· For details see Accessories Section
OPTIONS
· Other horsepower motors
· 575-volt and explosion-proof motors
· Surface treatment or plating
· Single phase motors
· Sealed blower assembly
· Belt drive (motorless) model;
for details see Remote Drive Section
II:
<II...
...... 1:1
ð~ ië
~...
0
3
80
A.A
602
40
1
20
PERFORMANCE AT SEALEVEL
AlRFLOW-M3/MIN
3
2
4
5
PRESSURE
A MAXIMUM PRESSURE
POINTS
A·2.0 HP (3 Phaae)
8-2.0 HP (1 Plulse) .
C-2.5 HP (3 Phase)
0-2.5 HP (1 Plulse)
o
¡.> 100
II: ~ 7S
~ if 50
~ ~ 2S
~ 0
II: <II 3000
i~:: 2000
¡(~~ 1000
o
80
ffi~¡.> 60
~~:JI 40
¡~æ 20
o
"""
- - .........
1""_ ~
'.....
1'_ '--
.... - -
- - ~ -
AlRFLOW-SCFM
e
".
t·
~. I
"
\~t
fj
"
I'
~~'
.-
'1(
~
\,
,~
:~~
'.
Die Cast Model To Be Released
~ffi
2!;(
:I~
II:
... .
ir
¡!¡
PEijFORMANCEATSEALEVEL
AlRFLOW-M3/MIN
~}
"'::~:
~;J:
~
:~; .;~ .
~ffi
....
j¡
2
3
4
S
i., ~:
.'
~ I
I
SUCTION
A MAXIMUM SUCTION
POINT -
~~~A A-2.0 HP (3 Phase)
5,"-1 "" 8·2.0 HP (1 Phase)
_AA~CO "AB C·2.5 HP (3 PhalO) -
4- '...... D-2.5 HP (1 Phase)
, "60Hz
-3
"- '\.
2- 50Hz ",
"
1- " '\
'\. '\
2000
-80
2000
1500
-60
1500
1000
-40
1000
500
-20
500
o 20 40 60 80 100 120 140 160 180
¡.> 100
~~~ 75
5~~ 50
:I;t:l 25
I!! 0
3000
ffi~~ 2000
~~~ 1000
o
80
- -
-- - -......
-- - ....
ffi~¡.>
~I!!~
~~lf
...... .......
- r...... r--..
40 -- ~i-.
0
AIRFLOW-SCFM ~:
("". .:~
.', ';ff.
EG&G ROTRON, SA.RTIES, N.Y. 12477 . 914/246.3~~~~ !~~,
.~.~
·'
I I~,
'" .
f,'Y
!
'"
I'
f:
I~
1;.
'I':
J.
,.
¡
.f' .
.,.
" tAt
f
.!\
"1:1
',-
":
Ii
ti
FL.
' ["
r
r
}.
',.f
;¡
~j
~._....EGc.G ROTRON '. '",~, . \ ,."..... ,,¡, ", """",." ',.'. ,. . .' ", . ,. ....,.,.. "~".
V'V r ,ç t., ~ <;;- .' ~ It. ~ ,
DR 505
Regenerative Blower
L
13.53
343.60
4.32
14.45 _
361.05
ROTATION
DIMENSIONS: IN.
MM
TOlERANCES: ,xx . ,Q!I.
2.0
.xxx . ~
,UNLESS NOTED) .800
3.42+ 4.50
111.85 I 14.30
10.93
211.60
"'ª-
15.00 DlA.
14) MTG. HOLES
Model L (In.)± .30 L(mm±8 T (In.)± .08 T(mm)±2 H (In.)±.08 H (mm)±2
DR505AS12 14.70 313 5.25 133 4.25 1D8
DR505AX12 16.50 419 6.75 112 5.25 133
DR505AS86 14.70 373 5.25 133 4.25 108
DR505AS58 15.57 396 5.25 133 4.25 108
DR505AX58 17.5D 444 8.75 172 5.25 133
DR505CD12 14.69 373 5.25 133 4.25 108
DR505CD58 16.94 430 5.25 133 4.25 108
~ .....:.81- CIA. ON TEFC MTR.
22.10 .75 PIPE TAP ON XP MTR
fi:::,.CA PAC ITOR LOCATION ON SINGLE
PHASE MOTORS
Specillcations subject to change wilhou1 nolice.
SPECIFICATIONS
~
~~
;ti
MODEL DR505AS72 DR505AX72 DR505AS86 DR505AS58 DR505AX58 DR505CD72 DR505CD58
Part No. 037056 037052 036268 037055 037051 036281 036282
Motor Enclosure TYpe TEFC XP TEFC TEFC XP TEFC TEFC
Motor Horsepower 2.0 2.0 2.0 2.0 2.0 2.5 2.5
Voltage' 230/460 230/460 575 115/230 115/230 230/460 115/230
Phase 3 3 3 1 1 3 1
Frequency' (Hz) 60 60 60 60 60 60 60
Insulation Class2 F B F F B F F
NEMA Rated Motor Amps 6.2/3.1 6.2/3.1 2.5 17.8/8.9 17.8/8.9 7.013.5 24.0/12.0
Service Factor 1.15 to 1.15 1.15 1.0 1.15 1.15
Locked Rotor Amps 35/17.5 35/17.5 14 138/69 138/69 40120 137/64.8
Max. BlowerAmps
(At Cutoff) 7.4/3.7 6.2/3.1 3.0 23/11.5 21/10.5 11.7/5.85 26.1/13.05
Recommended NEMA
Starter Size 0100 0100 00 1/0 1/0 0/0 1/0
Weight (lbs/Kg) 82137 107/48.5 86139 94/43 107/48.5 95143 95/43
Blower Limitations for
Continuous Duty
(60 Hz/50 Hz)
Max. Pressure-In. of water 75/65 68/65 75 (60 Hz) 70/62 62/62 83/65 88/65
Max, Suction-In. of water 70/58 62/58 70 (60 Hz) 70/54 50/55 73/57 73/57
Min. Flow-Pressure-SCFM 60/0 73/15 60 (60 Hz) 6010 75/0 40/0 20/0
Min. Flow-Suction-SCFM 20/0 58/0 20 (60 Hz) 10/0 75/0 DID DID
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. AlI3-phase motors are factory tested and certified to operate on 200-230/460 VN:;-3 ph-50 Hz and 220-240/380-415 VN:;-3 ph, 50 Hz. All 1 phase
molorure factory tested and cer1ifled to operate on 115/230 VAC·1 ph-eo Hzand 220·240 VAC-1 ph-50 Hz.
I Maximum operating tempera lures: Molar winding lemperature (winding rise plus ambient) should not exceed 140°C lor Class F insulation or
11()OC for Class B insulation. Blower outlet air temperature should not exceed 140°C (air temperature rise plus ambient).
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WeS1inghouse
, ,
PROGRAMMABLE
CONTROLLER
PC 1200
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Descriptive Bulletin
16-355 .
Page 2
General
The Westinghouse 1000 Series Programma-
ble Controllers are small to medium sized,
low cost PLCs which feature flexible high
performance capabilities, thus meeting
today's needs for increased control sophisti-
cation at reduced cost. The versatility of
these PLCs provide users with dependable
control operations and sophisticated capa-
bilities, including arithmetic, programmable
scan time, analog/digital conversions, loop
control, shift registers, data manipulation,
and many more. In keeping with Westing-
house's commitment to provide the PLC
marketplace with high quality products at
low costs, the 1000 Series has been
designed to meet present and future market
needs in memory capacity, I/O capacity,
speed, executive software functions, and
network communications.
Applications
Small and flexible, the 1000 Series Control-
lers can perform anything from simple relay
controls to complex material handling, pack-
aging, machine tool, robotics, and process
applications. Additionally, flexible communi-
cations capabilities make the 1000 series
ideally suited to remote terminal unit (RTU)
applications.
Basic System Configuration
Program Loader
Program Loader
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, !
RS-232'C
Disk Storage !
Program Loader
Processor Peripherals
Westinghouse Programmable Controller
Features
· Processors provide very fast scan rates
up to .67 msec/l K words
· The processor's self-diagnostic capabili-
ties greatly facilitate system start-up and
maintenance.
· Noise energy rejection circuits protect
against false operations.
· Reliable solid state circuitry and extensive
burn-in and testing assure dependable,
trouble-free operation of Westinghouse
PLC products.
· Light Emitting Diodes (LEOs) on I/O mod-
ules together with the monitoring and
forcing capabilities of the program load-
ers allow the user to locate field device
problems quickly.
I
· LEDs on the processor's front panel indi-
cate the battery, power, running, and
fault status of the unit.
· The optional Watchdog module provides
a means of alerting the operator to sys-
tem failure.
1000 Series
Processor
RS'232'C
RS,232·C
RS-232-C or RS,485
RS'232-C
Factory Network
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· Engineered for the industrial environ-
ment, Westinghouse programmable con-
trollers operate at temperatures between
O°C and 60"C (32"F and 140"F) and in 0%
to 95% relative humidity, non-
condensing.
· Memory sizes up to 16K words available.
· Battery backup system maintains the
CMOS memory in the event of a power
loss. A Memory Safe"") EEPROM program
cartridge is optional for the PC 1100 and
PC1200.
· Two RS232 ports with integral Local Area
Network capability in Advanced and
Advanced II models.
· The proèessor can communicate with a
computer by means of the standard, built-
in communication port or optional com-
puter port (RS-232-C).
· All components manufactured by West·
inghouse carry a full one-year warranty
on material and workmanship.
.
Local I/O
I/O
Bus
Ourputs
Inputs
Additional Processors
Communications
Adapter Module
1000 Series
Processor
Local Area Network
.
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Sturdy Lexan'"
Cabinet
LEOs indicate
Power OK, Running,
Battery OK, and
Fault
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Memory Protect
Switch Prevents
Unauthorized
Programming
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Power Connections -1 i
Ground Connections --I
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Two RS-232-C Ports
and One RS-485
for Program Loader
or Communication
with Hierarchical
Computer or Printer
are accessible
through a single
25 pin D connector.
The processor is the center of any program-
mable control system. The processor moni-
tors inputs, scans and solves logic, and
performs various special functions to deter-
mine and to set the state of outputs.
Electrical Specifications
120 Volts Ac + 10, -15% ((/ 50/60 Hz; 75 VA
maximum (standard). 40 VA, nominal
220 Volts Ac :: 15%,50/60 Hz; 75 VA maxi-
mum (user selectable). 40 VA nominal
24-48 Volts Dc :: 15%, 2 amps maximum
(optional).
Physical Specifications
Rugged molded Lexan'~ enclosures house
the 1000 Series processors and I/O modules.
Rack mounted processor and four 1/0 mod-
ule system:
Approximate dimensions:
11.75 In. H x 11.38 In. W x 5.75 In. 0
(29.8 cm. H x 28.9 cm. W x 14.6 em. D)
Approximate weight: 13.5 Ibs. (6.12 kg.)
--
Rack mounted processor and eight 1/0 mod-
ule system:
Approximate dimensions:
11.75 In. H x 17.5 In. W x 5.75 In. 0
(29.8 em. H x 44.5 em. W x 14.6 em. D)
Approximate weight: 20.5 Ibs. (9.29 kg.)
July, 1989
Standard RS-232 Communications
Built-in port for program loader can also be
used directly for computer monitoring and
control. PC-1200 and PC-1250 provide two
ports.
Processor Power Supply
The power supply within the processor pro-
vides low voltage DC power for the proces-
sor and 1/0 modules. Available I/O
Power is: PC 1100 . .. . .. ... . . . ..... 2 Amps
PC 1200 or 1250.... . . .. .2.5 Amps
Processor Keyswitch
The processor keyswitch, a standard feature
of Westinghouse 1000 Series programmable
controllers, prevents unauthorized program-
ming of the processor. When the unit's key
is in the RUN position, the processor exe-
cutes the user's reference ladder program.
The user cannot alter the program when in
this mode (unless on-line programming has
been selected),; however, the user can moni-
tor program operation and change data
stored in registers (for example, timer and
counter preset values). or force contacts On
or Off.
In the STOP position, all outputs are dis-
abled and the user has full access to modify
the ladder diagram andlor register contents.
e
Descriptive Bulletin
, 6·355
Page 3
Memory Utilization
The 1000 Series processors use one sixteen-
bit word of memory for each contact and
for each coil. Nodes, branches, and unused
contact positions do not consume any
words of memory. This Memory Miser fea-
ture of the Westinghouse programmable
controllers provides up to 36% better mem-
ory utilization than competitive units.
On-line Programming
The on-line programming option for West-
inghouse Programmable Controllers enables
the user to enter, delete, and alter a refer-
ence ladder diagram while the processor is
executing a program (i.e.. Processor Key-
switch in RUN position). When program-
ming on-line, the user can modify his
diagram without disruption to the control
operations, thus reducing equipment down-
time. A dipswitch located behind the pro-
cessor's face plate can be set by the user to
select this option.
t' ()
-
Descriptive Bulletin
16-355
Page 4
Memory Sizes
PC,l100 processor: 1536 words (1.5 K); and
3584 words (3.5 K).
PC,1200 processor: 2K, 4K, 8K, 16K words.
PC-1250 processor: 8K and 16K words.
1/0 Capabilities
The PC-1l00 supports 64 discrete inputs, 64
discrete outputs, 8 register inputs, and 8
register outputs. In addition, the PC-1100
supports 192 internal logic coils and up to
1792 holding registers. Each logic coil may
be used as many times in the program as
the application requires.
The PC-1200 supports 128 discrete inputs,
128 discrete outputs, 64 register inputs, and
64 register outputs. In addition, the PC-1200
supports 896 internal logic coils and up to
1792 holding registers. Each logic coil may
be used as many times in the program as
the application requires.
The PC-1250 supports 256 discre~e inputs,
256 discrete outputs, 128 register inputs,
and 128 register outputs. In addition, the
PC-1250 supports 896 internal logic coils
and up to 1792 holding registers. Each logic
coil may be used as many times in the pro-
gram as the application requires.
Scan Rate
The PC-11 00 processor has a typical scan
rate of 7 milliseconds per 1000 words of .
memory.
The PC-1200 and PC-1250 processors have a
typical scan rate of .67 milliseconds per
1000 words of memory.
Battery Backup
Three AA alkaline cells maintain the CMOS
memory of a PC-1100 for a minimum of
three months in the event of a power
outage.
A single AA lithium battery will maintain
the CMOS memory of a PC-1200 or PC-1250
for a minimum of one year.
Computer Interface Option
A second RS-232,C port that is modem
compatible is available with the Advanced
and Advanced II instruction sets using the
Nl-1075B Communications Adapter module.
Built-in local Area Network
An RS-485 interface is available which sup-
ports networking of up to 32 programmable
controllers over a distance of 4,000 feet in a
MasteriSlave configuration. The RS-232 can
support 255 programmable controllers over
longer distances. Up tò 64 data registers
can be transferred during each
transmission.
Construction Features
1000 Series Processor
(PC-1200 Shown)
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Integral Power
Supply Powers the
Processor and I/O.
Memory·Safe Module
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Interface Board
CPU Board
Battery Backup
for CMOS Memory
RS485 Termination
Switches
· On·line/
Off-Line Select
· Enable/
Output Disable
· Normal! .
I/O Update Inhibit
· All Oft!
Last Valid State
· Baud Rate Select
(9600/1200)
· Odd/
No Parity
· Single-PoinU
Multi-Point
· Spare
Memory·Safe"'" Program Cartridge Option
· Contains non-volatile read/write memory.
Dynamic Memory
NLMS-1100 ...........127 Registers
NLMS,1200 ....... ... . 500 Registers
Static Memory
NLMS-1100 . . ., .. ..... 3.5K Words
NLMS-1200 ........... 16K Words
· Provides high speed load/recordlverify
functions without the use of cassette
tapes, program loader, or any other
peripheral equipment.
· Can be bolted to the processor for non-
volatile memory without using batteries. .
· Available for all 1000 Series processors.
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July, 1989
APPENDIX D
Soil Test Results
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5880 DISTRICT BLVD., SUITE 1
BAKERSFIELD, CA 93313
GROUNDWATER RESOURCE, INC.
PROJECT # 960-4
JOB ORDER #82381
JANUARY 1991
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5880 DISTRICT BLVD., SUITE 1
BAKERSFIELD, CA 93313
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Groundwater Resource In¿.
1/24/91
Project #960-4 (Carnation)
Purchase Order #5505G
Client: Bob Becher
JOB ORDER #82381
Sand Grain*
%Poros ity %Water Permeabil i ty (md) Density (gm/cc)
RW-1-15 44.4 73.0 857 2.62
RW-2-10
36.8
22.0
> 10000
2.67
(*Apparent Sand Grain Density)
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5880 DISTRICT BLVD" SUITE 1 · BAKERSFIELD, CA 93313
TELEPHONE (805) 835-0311
January 24, 1991
Bob Becher
Groundwater Resources, Inc.
5400 Aldrin Court
Bakersfield, CA 93313
Dear Bob:
Enclosed please find results of porosity, fluid saturation, air
permeability and density measurements. Tests were performed on
split spoon samples contained in 2 1/2" di'ameter brass sleeves.
Samples were stored refrigerated prior to testing.
Standard core analysis procedures were followed (API RP40, 1960):
1)
2)
3)
4)
5)
, "
Package sample using aluminum foil and 200 mesh'stainless
steel end screens.
Obtain initial sample weights.
Dry in conventional oven at 180 Degrees F. until weight
stability.
Obtain dry weights.
.Measure Boyles .Law pqrof?ity using helium porosimeter at .
ambient conditions. Bulk volume determined by Mercury dis-
placement.
Measure nitrogen permeability, sample confined at 300 psi.
Calculate liquid saturation, apparent grain density,' and
bulk density. '
6)
7)
We appreciate the opportunity to be of service.
Sincerely,
PETROLEUM TESTING SERVICE
f<.o;}:: /-V.~l/d~ (~)
Roy W. Burlingame
District Manager .
RWB/ja
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