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Last modified
2/6/2020 3:17:54 PM
Creation date
2/6/2020 8:48:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0526000
PE
2965
FACILITY_ID
FA0017598
FACILITY_NAME
LANGE TWINS WINE ESTATE
STREET_NUMBER
1525
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00315008
CURRENT_STATUS
01
SITE_LOCATION
1525 E JAHANT RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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March 23,2006 <br /> NOA PROJECT NUMBER E05131A <br /> Table 2: Monitoring o tortng Well Ground Water Information <br /> ' Depth Ground Depth of Total <br /> Well Ref. to <br /> Water Water monitoring Boring Direction of <br /> Elev. <br /> ID Elevation well Depth Flow Gradient <br /> ' (TOC) (TOC) <br /> (ft) (ft) (TOC)(ft) (bgs)(ft) <br /> MW-1 43.21 48.50 -5.29 61.28 59.0 <br /> ' MW-2 45.64 51.17 -5.53 62.68 59.5 S 70 E 0.0009 <br /> MW-3 44.17 1 50.87 -6.70 61.72 60.0 <br /> TOC-Top of Casing <br /> bgs-Below Ground Surface <br /> ' Review of the ground water elevation data shows that the measured direction ofg roundwater flow <br /> beneath the site is to the southeast with a calculated hydraulic gradient of approximately 0.0009 <br /> feet/foot. The indicated direction and gradient are consistent with the reported data for the site <br /> showing an easterly direction of groundwater flow and hydraulic gradient of approximately 0.0004. <br /> Contoured groundwater elevation data from the March 20, 2006 sampling event are shown in <br /> ' Appendix A - Plate 3. Appendix E - Cumulative Tables - Table 1 shows the summary of <br /> groundwater elevation data accumulated to date from the site. <br /> 4.2 Monitoring Well Sampling Event <br /> Wells were then purged of three standing volumes of water, or until dry,using a new disposable bailer <br /> ' at each well. Purge water was monitored for pH, specific conductance, total dissolved solids, and <br /> temperature during purging, and purge water was disposed of on the ground. Field Sampling Sheets <br /> for the March 20, 2006 sampling event are presents in Appendix F - Field Sampling Sheets. <br /> Groundwater samples were collected by emptying the disposable bailers directly into appropriate <br /> laboratory containers which were then labeled,and temporarily stored on ice. Samples were transported <br /> on ice,under proper chain of custody documentation to Argon Laboratories (A Certified Laboratory) <br /> ' for analysis. Results of laboratory analysis of groundwater samples for the March 20, 2006 sampling <br /> event are summarized in Table 3. Copies of the laboratory analytical data sheets are included in <br /> Appendix C. Appendix E - Table 2 shows cumulative groundwater analytical data for the site <br /> ' arranged in time series and sorted by analytical constituent and well. The time series arrangement of <br /> analytical data shown in Appendix E-Table 2 is useful for identifying annual fluctuations and longer <br /> term variations in groundwater quality. <br />
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