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ARCHIVED REPORTS XR0000686
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000686
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Last modified
2/15/2019 7:29:01 PM
Creation date
2/15/2019 4:04:29 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000686
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
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EHD - Public
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• 09 May 2002 <br /> AGE-NC Project No 96-0232 <br /> Page 6 of 18 <br /> Utilizing a Blue-White Industries F-2000 flow meter, flow rates were measured and recorded on 03 <br /> January, 04 February and 27 March 2002 at 24 42 GPM, 24 14 GPM and 24 20 GPM, between 01 <br /> January and 31 March 2002, field observations of effluent-flow rates were generally recorded <br /> between 24 14 GPM and 24 58 GPM (Appendix B) <br /> 3 6 RECEIVING WATER MONITORING RESULTS <br /> In accordance with the requirements of RWQCB Monitoring and Reporting Program No 5-00-119, <br /> monthly ground water pump-and-treat receiving water(R-1 and R-2)monitoring was performed for <br /> total dissolved solids, flow rate, specific conductivity (EC), pH and turbidity on 03 January, 04 <br /> February and 27 March 2002, observations noted in a log book (Appendix B) Included floating or <br /> suspended matter,discoloration,bottom deposits,aquatic life,visible film-sheen-coatings,fungi and <br /> potential nuisance conditions <br /> Water monitoring could not be performed from R-1 during the above monthly monitoring events <br /> because there was no upstream water flow Because there was no upstream flow at R-1 and the <br /> upstream area was dry, the downstream flow rate at R-2 appeared to be equal to the ground water <br /> pump and treat effluent flow rate of approximately 24 5 GPM Observations logged in a notebook <br /> indicate that there was no floating or suspended matter, discoloration, bottom deposits or visible <br /> film-sheen-coatings, however there was a small amount of algae growth at the bottom of the ditch <br /> Visible aquatic life at R-2 included minnows, crayfish, snails, insects and frogs Potential nuisance <br /> conditions observed included trash in ditch (i e fast food containers, tire, paper and dry bush <br /> cuttings) <br /> Utilizing an ICM water analyzer and a YSI-50 dissolved oxygen meter in the field,dissolved oxygen <br /> was monitored at R-2 on the above monitoring events at concentrations of 4 50 mg/l, 5 3 8 mg/l and <br /> 5 24 mg/l, respectively, EC values on the same days were recorded at 1,030 µmhos/cm, 920 <br /> µmhos/cm and 711 µmhos/cm, respectively, pH values were recorded at 7 17, 7 12 and 7 59, <br /> respectively, temperatures were measured 19 0 °C, 20 3 °C and 21 7 °C <br /> Laboratory analysis of R-2 grab water samples collected during the above monthly monitoring events <br /> reported turbidity values at 9 3 nephelometric turbidity units (NTUs), 2 7 NTUs and 5 9 NTUs, <br /> laboratory analysis of R-2 reported TDS values of 630 mg/l, 630 mg/l and 760 mg/l, respectively <br /> Analytical results are summarized in Table 2, field measurements and laboratory reports are in <br /> Appendix B and Appendix D, respectively <br /> • <br /> Advanced CcoEnvironmental,Inc <br />
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