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2900 - Site Mitigation Program
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PR0535888
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Last modified
3/11/2019 10:43:40 AM
Creation date
3/11/2019 9:50:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0535888
PE
2957
FACILITY_ID
FA0005277
FACILITY_NAME
A W HAYES
STREET_NUMBER
2005
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331010
CURRENT_STATUS
01
SITE_LOCATION
2005 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Report-Groundwater Investigation <br /> First Student Bus Facility(Former A.W. Hayes Facility) <br /> 2005 Navy Drive—Stockton, CA <br /> Table 3—Sampling Pure Water Data (May 25, 2010 <br /> Pure Volume MW-1 MW-3 MW-4 <br /> First Purge <br /> pH 6.88 6.68 7.68 <br /> Conductivity 2890 2140 1340 <br /> NTU's >1000 >1000 >1000 <br /> Temperature 21.2°C 21.6°C 20.8°C <br /> Second Purge <br /> pH 6.85 6.65 7.65 <br /> Conductivity 2410 2110 1410 <br /> NTU's >1000 >1000 >1000 <br /> Temperature 20.4°C 21.3°C 20.3°C <br /> Third Purge <br /> pH 6.80 6.67 7.67 <br /> Conductivity 2460 2000 1340 <br /> NTU's >1000 >1000 >1000 <br /> Temperature 20.0°C 21.2°C 20.0°C <br /> The groundwater samples were collected using new disposable bailers and transferred <br /> into appropriate containers provided by the analytical laboratory. The collected samples <br /> were labeled with a sample identification number, date, time, sampler's identification and <br /> requested analysis, and placed into an ice cooled chest with a completed Chain-of- <br /> Custody. <br /> Groundwater Flow Direction and Gradient <br /> On November 12, 2008, monitoring wells MW-1, MW-3 and MW-4 were surveyed by <br /> Snow Surveying; a State of California licensed surveying company. The wells were <br /> surveyed to the State Water Resources Control Board Geotracker specification, as stated <br /> in Section 2729.1 of Title 23, Division 3, Chapter 16, Underground Tank Regulations, <br /> California Code of Regulations. Latitude and longitude were surveyed to accuracy of <br /> 0.01 foot. <br /> The groundwater flow direction and gradient were determined using current sounding <br /> measurements. The groundwater flow direction measured beneath the Site was <br /> approximately south 48° west with an average gradient of 0.014 ft/ft. Elevations for <br /> groundwater encountered in each of the monitoring wells are summarized in Table 2, and <br /> the groundwater flow direction at the Site is illustrated on Figure 2—Site Plan. <br /> 4 <br />
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