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ARCHIVED REPORTS_XR0005296
Environmental Health - Public
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ARCHIVED REPORTS_XR0005296
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Last modified
3/16/2020 7:28:23 PM
Creation date
3/16/2020 4:47:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005296
RECORD_ID
PR0545550
PE
3528
FACILITY_ID
FA0003973
FACILITY_NAME
SHOCKEY & SONS TRUCKING
STREET_NUMBER
850
STREET_NAME
MILGEO
STREET_TYPE
RD
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
850 MILGEO RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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i <br /> 30 August 2005 <br /> . AGE-NC-95-0185 <br /> Page 3,of 4 <br /> ' 3.1.. GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> During the May 2005 sampling event,the groundwater elevation at the site-ranged from 34.10 feet <br /> (MW-2) to 35.03 feet (MW-4) above mean sea level (MSL'); the average ground water elevation <br /> ' during the May 2005 sampling event was 34.75 feet above MSL;the average ground water elevation <br /> at the site increased approximately 0.1feet since the previous monitoring event in February 2005. <br /> ' The ground water elevation determined.from the monitoring well MVV-2 casing-,was likely incorrect <br /> due to casing modifications(damage and repairs)conducted prior to the ground water level gauging <br /> ' event and was therefore discounted.from the ground water elevation modeling. The ground water <br /> flow direction was inferred to be toward the northwest at a gradient of approximately;0.002 foot/foot <br /> (ft/ft)near the former UST locations (Figure 3). <br /> 3.2. LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-d, TPH-g, BTEX compounds and-fuel additives were not detected in the sample from wells <br /> MW-2 and MW-3.TPH-g and TPH-d were detected in the samples collected from wells MW-1 and <br /> �. MW-4 during the May 2005 sampling at concentrations as high as 220,000 micrograms per liter <br /> (pg/1) and 1,500,000 µg/1', respectively. BTEX compounds were detected in the sample collected <br /> from well MW-4 at concentrations of 2.9 µg/1, 274 µg/1, 13 pg/l,and 5.9 µg11,respectively. <br /> Current and previous analytical results are summarized in Tables 2 and 3. The laboratory reports <br /> (CTEL Project No:CT214-0505138),quality control/quality assurance(QA/QC)reports and chain <br /> of custody forms are included in Appendix C. GeoTracker confirmation pages of the submitted- <br /> laboratory <br /> ubmittedlaboratory electronic deliverable format(EDF)files and depth to water measurements are provided <br /> in Appendix D. <br /> ' 4.0. CONCLUSIONS <br /> Based7 on the data collected during the May 2005 monitoring period, AGE concludes: <br /> • Visual free product has been resent intermittently in wells MW-1 and MW-4 since the:June <br /> p p <br /> 2002 groundwater monitoring event.Well MW-5 was inaccessible this quarter,so it was not <br /> ' monitored. <br /> • Ground water ranged between 34.10 feet and 35.03 feet above MSL and was inferred to flow <br /> ' toward the northwest at a gradient of approximately 0.002 ft/ft, which• appears to be <br /> particularly, steep when compared to historical flow gradients recorded at the site. <br /> Advanced GeoEnvironmental,Inc. <br />
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