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ARCHIVED REPORTS XR0000683
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000683
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Last modified
2/15/2019 9:05:27 PM
Creation date
2/15/2019 3:59:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000683
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
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EHD - Public
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13 April 2001 <br /> AGE-NC Project No 96-0232 <br /> Page 5 of 14 <br /> decrease irlH and DO m each ach sample factor over the 96 hour period, the analysis reported <br /> decreasing pH and DO values with increasing sample factors Temperature measurements vaned <br /> between 20 2 and 20 8 degrees Celsius The laboratory reported that there were no fish mortalities <br /> in the above referenced sample The bioassay analysis is summarized in Table 3, laboratory reports <br /> are in Appendix D <br /> 2 7 RECEIVING C IV1NG WATER MONITORING <br /> In accordance with monthly requirements of RWQCB Monitoring and Reporting Program No 5-00- <br /> 119,ground water pump and treat receiving water(R 1 and R-2)monitoring was performed for flow <br /> rate, specific conductivity(EC),pH and turbidity on 03 January, 02 and 06 February and 09 March <br /> 2001, observations were noted in a log book (Appendix A) for floating or suspended matter, <br /> discoloration,bottom deposits, aquatic life,visible film-sheen-coatings, fungi and potential nuisance <br /> conditions Currently, there is no upstream flow in the ditch and therefore, water monitoring could <br /> not be performed at R-1 Receiving water quarterly sampling for total dissolved solids was <br /> performed at R-2 on 09 March 2001 <br /> • Because there is currently no upstream flow at R-1 and the area is dry, the downstream flow rate at <br /> R-2 appears to be equal to the ground water pump and treat effluent flow rate of 23 GPM <br /> Observations logged in a notebook indicate that there was no floating or suspended matter, <br /> discoloration,bottom deposits, aquatic life or visible film-sheen-coatings,however there was a small <br /> amount of algae growth at the bottom of the ditch Potential nuisance conditions observed included <br /> trash in ditch (i e fast food containers, tire, paper and dry bush cuttings) <br /> Analysis of grab water samples collected from R-2 on 03 January, 06 February and 09 March 2001 <br /> detected dissolved oxygen at concentrations of 8 9, 7 6 and 8 2 mg/l, respectively, EC values on the <br /> same days were detected at 913, 994 and 1,005 �tmhos/em, respectively, pH values were detected <br /> on the same days at 7 4, 7 3 and 7 3, respectively Turbidity was detected on 03 January and 09 <br /> March 2001 at 0 2 and 0 6 NTUs An R-2 water sample collected on 09 March 2001 had a TDS of <br /> 620 mg/L Analytical results of are summarized in Table 2, field measurements and laboratory <br /> reports are in Appendix A and Appendix D, respectively <br /> 28 MASS-VOLUME REMOVAL CALCULATIONS <br /> Based on effluent flow meter observations (Appendix A), approximately 2,474,726 gallons of <br /> I MTBE-impacted water were treated during the first quarter 2001, a total volume of approximately <br /> 3,479,771 gallons of MTBE-impacted water has been treated at the site since the start-up period in <br /> November 2000 <br /> Advanced GeoEnviroamental,Inc <br />
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