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ARCHIVED REPORTS XR0003295
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0001781
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ARCHIVED REPORTS XR0003295
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Last modified
7/3/2019 12:23:11 PM
Creation date
7/3/2019 10:46:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003295
RECORD_ID
PR0001781
PE
2960
FACILITY_ID
FA0004090
FACILITY_NAME
DIAMOND WALNUT GROWERS INC
STREET_NUMBER
1050
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
155 320 19 5
CURRENT_STATUS
01
SITE_LOCATION
1050 DIAMOND ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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d <br /> Technical Summary & Report of 4TH Qtr Monitoring Apnl 2, 1992 <br /> Diamond Walnut Growers, 1050 South Diamond Street, Stockton, CA W0564 ' <br /> mg/f were recorded for the MW-3 sample. Although significantly lower than the previous <br /> ' analysis this concentration still exceeds the State MCL of 05 mg/P. <br /> In an effort to determine the significance of the recorded concentration a monitoring/sampling <br /> round was proposed to include all three shallow on-site monitoring wells in addition to the four <br /> adjacent City wells 1 <br /> ' 4.0 1991 FOURTH QUARTER MONITORING EVENT <br /> RESNA's activities during the fourth quarter of 1991 included momtonng the three shallow on- <br /> site wells (MW-1, MW-2, and MW-3), sampling these wells and the City of Stockton production <br /> wells WP-1, WP-2, and WP-3; (well WP-4 was inoperable and could not be sampled), obtaining <br /> ' analytical data for the municipal wells from the City of Stockton, and the preparation of this <br /> summary report. <br /> 4_1 Groundwgter Sampling <br /> ' RESNA personnel monitored and sampled the six available on-site wells on December 18, 1991. <br /> The monitoring wells were purged, monitored, and sampled according to the RESNA Quality <br /> ' Assurance/Quality Control Plan in Appendix A. <br /> ' Field work consisted of measuring depth to water in the three monitoring wells and collecting <br /> one sample from each monitoring well and the three available municipal wells (WP-1, WP-2 and <br /> WP-3) Groundwater elevations in the monitoring wells ranged from -50 17 to -50 81 feet <br /> (MSL). The groundwater flow direction in the shallow zone on December 18 was northwesterly <br /> with a very low hydraulic gradient of 0 0006 ft/ft. Figure 3 shows groundwater elevation <br /> contours for December 18, 1991. The groundwater monitoring data is summarized on Table 2 <br /> Groundwater monitoring data and purge logs are provided in Appendix B i <br /> R411792 SAY 4 <br /> 1 <br />
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