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ARCHIVED REPORTS_XR0011943
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0543467
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ARCHIVED REPORTS_XR0011943
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Last modified
5/5/2020 9:31:29 AM
Creation date
5/5/2020 8:48:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011943
RECORD_ID
PR0543467
PE
2960
FACILITY_ID
FA0024672
FACILITY_NAME
FORMER ATLANTIC RICHFIELD CO (ARCO) NO 6100
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS
P_LOCATION
03
QC Status
Approved
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EHD - Public
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SVE QUARTERLY OPERATION AND PERFORMANCE <br /> Equipment Inventory Two 200 cfm King, Buck & Associates SVE <br /> Systems ISL Nos 9321 Unit 1 &9230 unit 2 <br /> Extraction Wells VW-6, VW-8, VW-9, & MW-9 connected to Unit 1 <br /> (currently) <br /> VW-1, VW-14, MW-3, & MW-7 connected to Unit 2 <br /> (currently) <br /> Operating Mode CataIjq1C <br /> Required Permits San Joaquin Valley Air Pollution Control District <br /> (Permit Nos N-5026-1-0& N-5026-2-0) <br /> GRO Conc End of Period [Unit 1] 9,200 mg/m3(total influent) <br /> GRO Conc End of Period [Unit 2] 5,700 mglm3(total influent) <br /> Benzene Conc End of Period [Unit 1] 180 mg/m3(total influent) <br /> Benzene Conc End of Period [Unit 2] 130 Mg/M3 total influent <br /> MTBE Conc End of Period [Unit 1] <2 5 mq/m3 (total influent) <br /> MTBE Conc End of Period [Unit 21 <2 5 Mg/M3 total influent <br /> Average Flow Rate This Period [Unit 1] 123 91 scfm <br /> Average Flow Rate This Period [Unit 2] 157 12 scfm <br /> Applied Vacuum This Penod [Unit 1] 12 inches water column <br /> Applied Vacuum This Period [Unit 2] 11 82 inches water column <br /> HC Destroyed This Period(lab) 3,721 34 lbs as GRO(from both units) <br /> Cumulative HC Destroyed 3,800 68 lbs as GRO(from both units) <br /> Number of Auto Shutdowns 1 Unit 1 and 6 unit 2 <br /> DISCUSSION <br /> Upper Water Bearing Zone (Sand Zone 1 <br /> At the time of the second quarter 2004 monitoring event, groundwater levels had increased between 0 05 <br /> and 5 76 feet in wells MW-2 and VW-1 through VW-3, and decreased 2 78 feet in well VW-4 since the <br /> previous monitoring event (March 15, 2004) Depth-to-water measurements were normalized to mean <br /> sea level (MSL) and used to construct a groundwater elevation contour map (Figure 3) Wells that <br /> contained less than 1 foot of water are interpreted to be dry and are indicated as "dry" on Figure 3 <br /> Groundwater flow was to the south-southeast at a gradient of 0 213 ftlft Groundwater flow 1n the upper <br /> water bearing zone was calculated to be toward the southwest during the first quarter 2004 <br /> GRO and benzene were reported in wells MW-13, and VW-1 through VW-4 MTBE (970 pg/L) was <br /> reported in well VW-3 The highest concentrations of GRO (110,000 µg/L) and benzene (32,000 µg/L) <br /> were reported in well VW-1 1,2-DCA was reported in well VW-1 (2,000 µg/L) and VW-4 (960 µg/L) TBA, <br /> DIPE, ETBE, EDB, or ethanol were not reported 1n any of the upper zone wells Analytical results for the <br /> second quarter 2004 are generally consistent with previous quarters GRO, benzene, and MTBE <br /> analytical data for the samples collected on June 21, 2004, are presented in Figure 5 Analytical data <br /> were submitted to the State Water Resources Control Board as required by AB2886 The electronic <br /> • delivery receipt is attached in Appendix C <br /> P 113P-Arco for URS\61001Quarter1y120041Arco 6100_2Q04 doe STRAT[!S <br />
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