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ARCHIVED REPORTS XR0000681
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000681
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Last modified
2/15/2019 6:59:54 PM
Creation date
2/15/2019 3:57:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000681
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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1 <br /> 1 15 October 2001 <br /> AGE-NC Project No 96-0232 <br />' Page 5 of 17 <br />' 30 September 2001, field observations of effluent-flow rates were generally recorded between 19 33 <br /> GPM and 23 74 GPM (Appendix A) <br /> 2 6 RECEIVING WATER MONITORING <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 02 July, 01 August <br />' and 09 September 2001, observations were noted in a log book (Appendix A) for floating or <br /> suspended matter, discoloration,bottom deposits, aquatic life, visible film-sheen-coatings, fungi and <br />' potential nuisance conditions <br /> On 02 July and 06 September 2001, based on calculations in the field, water flow at R-1 was <br /> estimated at 40 GPM and water flow at R-2 was estimated at 50 GPM Water monitoring could not <br /> be performed from R-1 during the 01 August 2001 monthly monitoring event because there was no <br /> upstream water flow Because there was no upstream flow at R-1 and the area was dry, the <br /> downstream flow rate at R-2 appeared to be equal to the ground water pump and treat effluent flow <br /> rate of approximately 23 GPM Observations logged in a notebook indicate that there was no floating <br /> or suspended matter, discoloration, bottom deposits, aquatic life or visible film-sheen-coatings, <br /> however there was a small amount of algae growth at the bottom of the ditch Potential nuisance <br /> conditions observed included trash in ditch (I a 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-1 on 02 July and 06 September 2001 at concentrations of 6 91 mg/1 and 8 32 <br /> mg/l, respectively, EC values on the same days were at 960 µmhos/cm and 587 umhos/cm, <br /> respectively, pH values were detected on the same days at 7 08 and 7 51, respectively, temperatures <br /> were observed on the same days at 26 3 °C and 21 1 °C <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 02 July, 01 August and 06 September 2001 at concentrations of 5 92 mg/l, <br />' 4 70 mg/1 and 7 00 mg/l, respectively, EC values on the same days were at 1582 ,umbos/cm, 1115 <br /> µmhos/cm and 216,umhos/cm,respectively, pH values were detected on the same days at 6 89, 7 09 <br /> and 7 44, respectively, temperatures were measured on the same days at 26 0 °C, 22 4 °C <br /> and 20 9 'C <br /> Laboratory analysis of R-1 grab water samples collected on 02 July and 06 September 2001 reported <br /> turbidity values at 32 NTUs and 2 2 NTUs, laboratory analysis of R-1 reported TDS values of <br /> 70 mg/1 and 60 mg/l,respectively Analytical results for the receiving water samples are summarized <br /> Advanced GcoEnv:ronmental,Inc <br /> I <br />
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