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ARCHIVED REPORTS_XR0009609
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009609
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Last modified
5/4/2020 3:13:12 PM
Creation date
5/4/2020 2:44:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009609
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br />' Quarterly Monnormg Report April 1998 <br /> C—epa s Car Wash <br /> • 248E Parti Sr Stay 2Kon CA <br /> May 25 1998 <br /> Page 2 <br /> Groundwater Elevation The average depth to groundwater was approximately 25 8 feet below monitor well <br /> measuring points (slightly below the ground surface) The groundwater elevation ranged from 15 70 to 13 67 <br /> feet below mean sea level (bmsl) Groundwater elevation contours are shown in Figure 3,Appendix A <br /> 3. QUARTERLY GROUNDWATER MONITORING-APRIL 1998 <br /> The work conducted during the quarterly groundwater monitoring was in accordance with the approved <br /> protocol formerly established at the site The scope-of-work conducted was approved by Mr Ronald Rowe of <br /> the PHS/E-HD <br /> On April 24, 1998, Condor personnel made field observations and collected groundwater samples from the <br /> seven monitor wells at the site (see Figure 2, Appendix A, for well locations) All down-hole field equipment <br /> was decontaminated in the field with a solution of laboratory-grade, non-phosphate detergent and hydrocarbon- <br /> free water and rinsed with hydrocarbon-free water prior to use in each well All field instruments were <br /> calibrated to the manufacturer's recommended standards The water level in each well was measured to the <br />' nearest 0 01 foot with a standard battery-operated, flat-tape, water level meter A new, disposable, <br /> polyethylene bailer was lowered into each well to collect a field-inspection sample The bailer sample was <br /> inspected for floating product, sheen, discoloration and//or odor Floating product was not observed in any of <br /> the monitor wells during the groundwater sampling Water levels in the wells were above the top of the well <br /> screens, however Petroleum odors were noted in MW-2 and MW-5 <br /> . Each well was purged with a dedicated bailer until at least three well-casing volumes of water were removed <br /> and until the pH, specific conductance, and temperature of the water had stabilized Groundwater Monitoring <br /> Field Forms are included in Appendix B Prior to sampling, the water was allowed to recover to at least 80% of <br /> the pre-purge water level The purge water was discharged to 55-gallon drums and left on site to await <br /> disposal For each well <br /> • A groundwater sample was collected with a disposable, one-time-use, polyethylene bailer The <br /> sample was transferred to two 40-m1 glass VOA vials fitted with Teflon-lined caps Each vial <br /> was inverted and tapped to assure that no air bubbles were present <br /> I <br /> • Each vial was labeled and placed in a cooler chilled with ice and delivered under chain-of- <br /> custody procedures to GeoAnalyttcal Laboratories, Inc , in Modesto, California, within 24 <br /> hours of sample collection The results of laboratory analyses are discussed in Section 4 2 <br /> 4. MONITORING RESULTS <br /> 4 1 Laboratory Analyses <br /> The groundwater samples were analyzed for total petroleum hydrocarbons, quantified as gasoline (TPI1-G) by <br /> Method 5030/LUFT and for benzene, toluene, ethyl benzene, and total xylenes (BTEX) by EPA Method 602 <br />' Methyl tertiary Butyl Ether (MTBE) and gasoline oxygenates/additives were analyzed by EPA Method 8260 <br /> The laboratory certificates of analyses and sham-of-custody are located in Appendix C <br /> eo Ntiio� <br /> �� <br /> CONDOR <br />
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