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ARCHIVED REPORTS_XR0005332
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545550
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ARCHIVED REPORTS_XR0005332
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Last modified
3/16/2020 8:41:34 PM
Creation date
3/16/2020 4:52:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005332
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
Scanner
SJGOV\sballwahn
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EHD - Public
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'. 02 January 2002 <br /> • 'AGE-NC Project No. 95-0185 <br /> Page 2 of 5 <br />' were removed from MW-3 and nine gallons of water were removed from MW-4 (minimum of three <br /> casing-volumes per well). Approximately one-half inch of measurable free-phase hydrocarbons were <br /> observed in the first bailer removed from monitoring well MW-4. The ground water parameters of <br />' temperature, pH and conductivity were measured at regular intervals, using an Oakton water <br /> analyzer. The ground water parameters stabilized during purging (Appendix A). <br /> 1 Purgedwater was stored on-site in 55-gallon Department of Transportation(DOT)-approved drums. <br />' 2.2. ADVANCEMENT OF SOIL PROBE BORINGS AND GROUND WATER SAMPLING <br /> On 26 October 2 00 1, four discrete soil probe borings were advanced at the site. Sets of borings were <br /> co-Iocatedto collecte d ground water from discrete depth intervals and minimize cross contamination. <br /> Probe boring locations are illustrated on Figure 2. The borings were advanced using AGE's van- <br /> mounted Geoprobe 5400 soil probing machine equipped with a 2-inch diameter water sampler on the <br /> leading end of the probe rods. <br />' Borings PI 2A/B were advanced near the location of well MW-2 and borings P 13AB were advanced <br /> near the location of the former UST excavation. Probe borings P12A and P13A were advanced to <br /> 40 feet bsg and borings P 12B and P 13 B were advanced to 50 feet bsg. <br />' Grab ground water samples were collected from the probe borings using a Geoprobe water sampling <br /> assembly,which was extended to the targeted ground water,then pulled back approximately four feet <br />' to expose a water sampler screen interval. Ground water was allowed to enter the sampler, and <br /> samples were retrieved using a modified tygon tubing bailer. <br />' After sample retrieval, the sampler was disassembled and cleaned. New PVC tubing was used for <br /> each sample. Samples were collected in 40-m1 EPA vials containing 0.5 ml 18 % hydrochloric acid <br /> as a preservative, and in 1-liter amber bottles. Samples were then labeled and placed in a chilled <br />' container for transport under chain-of-custody to Me Campbell Analytical Laboratories, Inc. (MAI) <br /> in Pacheco, California. <br /> The sampling equipment was washed in an Alconox solution and rinsed with water prior to each <br /> sampling run to prevent cross- <br /> contamination-2.2. COLLECTION AND ANALYSIS OF MONITORING WELLS GROUND WATER <br /> SAMPLES <br /> Ground water samples were collected from each monitoring well using the dedicated disposable <br /> Advanced GeuEnvirontnental,Inc. <br />
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