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2900 - Site Mitigation Program
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PR0516772
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Last modified
6/1/2020 12:35:35 PM
Creation date
6/1/2020 12:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Kennedy/Jenks Consuhants <br /> Plan it is assumed that the historical gradient and direction is still representative of current <br /> conditions for the following reasons: <br /> • The screened interval for Well MW-12 did not penetrate the entire aquifer. Analysis of <br /> the boring log shows that the deepest soil core sample (100 feet bgs)was logged as <br /> "wet". <br /> • The screened interval for Well MW-18 did not penetrate the entire aquifer. Analysis of <br /> the boring log shows that the deepest soil core sample (100 to 101.5 feet bgs)was <br /> logged as "wet'. <br /> • Wells MW-10R and MW-22 are installed in the same zone (intermediate) as <br /> Wells MW-12 and MW-18. <br /> Because Wells MW-10R and MW-22 are still active monitoring wells and Wells MW-12 and <br /> MW-18 did not penetrate the entire aquifer, it is reasonable to conclude that the water <br /> bearing zone(s)for Wells MW-12 and MW-18 may still be present, but the current water <br /> level is deeper than the bottom of the screen. Groundwater contours for other portions of <br /> the Site are generally consistent with historical gradients and directions, so without <br /> additional information, it is also reasonable to conclude that current flow direction and <br /> gradient beneath the Title 27 ponds is consistent with historical direction and gradient. <br /> Based on contouring groundwater elevation data collected in January 2008 from <br /> Wells MW-10R, MW-12, MW-18, and MW-22, groundwater flow in the immediate vicinity of <br /> the Title 27 ponds has a bearing of 48 degrees and a gradient of approximately 0.006 feet <br /> per foot (ft/ft). <br /> Historical contouring of the shallow zone was not done because based on the current <br /> understanding of the Site hydrogeology, it is believed that the shallow zone is no longer <br /> existent, that it represented small pockets of perched groundwater that are no longer <br /> present, and that first encountered groundwater is the intermediate zone. These <br /> assumptions will be evaluated as a part of this Work Plan as outlined in Section 5. <br /> 3.4 Assignment of Wells and Evaluation <br /> Based on the groundwater elevation contour map presented on Figure 8, a groundwater flow <br /> bearing of 48 degrees, and a gradient of 0.006 ft/ft,the existing monitoring wells in the vicinity of <br /> the Title 27 ponds have been designated as shown in Table 2. <br /> 3.4.1 Evaluation of the Shallow Zone <br /> At this time, there are no active monitoring wells in the shallow zone in the vicinity of the Title 27 <br /> ponds; the existing shallow zone wells are dry. If groundwater were present in the shallow zone, <br /> and available for sample collection, these monitoring wells would satisfy the intent of Title 27. <br /> An evaluation of the presence/absence of shallow groundwater is needed to determine if <br /> additional groundwater monitoring wells are needed in this zone. <br /> Page 8 Work Plan for Improved Detection Monitoring Program <br /> Musco Family Olive Company, Tracy, California <br /> evs-e�.ppv'dmmyonnznsoioa oo m�p.pia.wo,.wdpvd�.z�dmpbdi d. .miVeport text-09-26.doc <br />
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