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ARCHIVED REPORTS_XR0006700
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PR0543479
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ARCHIVED REPORTS_XR0006700
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Last modified
5/5/2020 10:21:32 AM
Creation date
5/5/2020 9:38:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006700
RECORD_ID
PR0543479
PE
2960
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
01
SITE_LOCATION
6230 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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M <br /> ���lr���l�^Fav► ��� � Condor Earth Technologies, Inc. <br /> 21663 Brian Lane Sonora CA 95370 (209)532-0361 <br /> PEPM,11111SERVICES 188 Frank West Circle, Suite 1, Stockton,CA 95206(209) 234-0518 <br /> February 10, 2006 Condor Project No 1707C <br /> I <br /> MONTHLY TREATED WATER DISCHARGE SELF-MONITORING REPORT <br /> JANUARY 2006 <br /> CANEPA'S CARWASH, 6230 PACIFIC AVE., STOCKTON, CALIFORNIA <br /> JANUARY 2006 DISCHARGE SAMPLING <br /> This is a report of the results of discharge sampling and monitoring events conducted by Condor Earth <br /> Technologies, Inc (Condor) on January 25, 2006, at the Canepa's Car Wash (Site) The equipment began <br /> operation and discharge on November 1, 2004 The total daily flow discharged to the sewer during the <br /> January 2006 monitoring period is calculated and shown in Table 1, below Report attachment includes <br /> historic flow and lower explosive limit field parameters since the beginning of remediation operation <br /> (Attachment A) and laboratory analytical reports for the January sampling event(Attachment B) <br /> The final discharge point was sampled at the above-referenced Site to evaluate treated water quality being <br /> discharged to the sanitary sewer system after treatment through an air-stripper/activated carbon serves <br /> Laboratory analytical results from the treated groundwater sample will be used to monitor and verify <br /> groundwater discharge quality and operational efficiency of the treatment equipment <br /> OPERATIONAL PARAMETERS <br /> Table 1 Flow and Lower Explosive Limit Field Parameters <br /> Temp PH Total Flow Total Flow Rate of Flow %LEL LEL <br /> Date Time oC (gallons to (gallons this (daily gallons <br /> ( } (field} (hexane) (io%exceeded) <br /> date) month) average} <br /> 1131106 1700 NM 7 9 11535,498 I80,110 5,810 2 2 None <br /> °C=degrees Centigrade NM=Not Measured <br /> * total flow through the inline flow meter was placed into the storage tank as of this date and was not discharged <br /> LABORATORY ANALYTICAL RESULTS <br /> A treated water sample collected from the final discharge point was delivered under chain-of-custody to <br /> Argon Laboratories, of Ceres, California (Argon) The sample was analyzed for pH, Oil and Grease, <br /> Benzene, Toluene, Ethyl-benzene, Xylene (BTEX), Methyl-t-Butyl Ether (MTBE), Di-Isopropyl Ether <br /> (DIPE), Ethyl-t-Butyl Ether (ETBE), t-Amyl Methyl Ether (TAME), and t-Butyl Alcohol (TBA) The <br /> laboratory tests showed the results as not detected for all of the compounds for the fourth consecutive <br /> monthly sampling event The treated water final discharge laboratory analytical methods, results, <br /> reporting limits and discharge limits are presented in Table 2, on the following page Laboratory <br /> certificates of analysis and the chain-of-custody record are included to Attachment A <br /> S <br /> Is <br /> �a CONDQR <br />
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