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ARCHIVED REPORTS_XR0003805
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003805
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Last modified
2/3/2020 10:08:49 AM
Creation date
2/3/2020 9:19:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003805
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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I ` <br /> II <br /> 1 v <br /> e I 1 <br />' 07 December 2004 <br /> AGE-NC Project No 98-0448 <br /> I M <br /> Page 2 of 9 _ <br /> 1 <br /> • 23 September 2004-Monthly monitoring event performed on SVEJAS remediation system <br /> 1 Due to a crack in the IAS air compressor tank, the SVE/IAS remediation system was <br /> temporarily shut-down between 07 and 23 September 2004 <br />' 2.0. GROUND WATER MONITORING AND SAMPLING PROCEDURES <br /> On 03 September 2004,ground water monitoring and sampling was performed at the site on selected <br />' ground water monitoring wells Ground water monitoring and sampling procedures for the site were <br /> outlined in Remediallnvestigation/Feasibility Study Work Plan, dated 02 March 1999,prepared by <br /> AGE and approved by the San Joaquin County Environmental Health Department (SJCEHD) by <br />' letter dated 07 April 1999 As-built monitoring well construction details also are summarized in <br /> Table 1 <br />' 2 1 WELL MONITORING AND EVACUATION <br />' • During the September 2004 monitoring event, depth to ground water measurements were collected <br /> in monitoring wells MW-1 through MW-8 from the top of the well casing to the nearest 0 01-foot <br /> utilizing a Solinst water level meter The ground water elevation in each well was calculated by <br />' subtracting the measured depth to ground water from the surveyed casing elevation (Table 1) <br /> Ground water elevations were plotted and contoured on a scaled site map (Figure 3) <br /> After water levels were measured, approximately 6 to 13%gallons of ground water(a mimmum of <br /> three casing-water volumes per well)were evacuated(purged)from wells MW-1,MW-2,MW-4(A <br /> and B)and MW-6 utilizing a polyethylene disposable bailer Temperature,pH and conductivity were <br />' 1 measured for stabilization at regular purge-volume intervals from each well using an Oakton water <br /> analyzer Field data and logs are provided in Appendix A Purged ground water was containerized <br />' in properly labeled Department of Transportation(DOT)-approved 55-gallon drums and was stored <br /> on-site in an area lacking general public access <br /> I2 2 GROUND WATER SAMPLING <br />' Following well purging, the ground water level in each of the purged wells was allowed to achieve <br /> a minimum of 80%recharge prior to sample collection Ground water samples were collected from <br /> the purged wells utilizing new, disposable polyethylene bailers and transferred into 40-m1 EPA.- <br /> approved volatile organic analysis(VOA)vials containing 0 5 m118%hydrochloric acid as a sample <br /> preservative Care was taken to ensure that visible air bubbles were not present in the vials after <br /> Advanced CeoEnvironmental,Inc <br /> � 1 <br />
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