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ARCHIVED REPORTS XR0006543
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0519189
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ARCHIVED REPORTS XR0006543
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Last modified
8/21/2019 4:26:21 PM
Creation date
8/21/2019 3:10:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006543
RECORD_ID
PR0519189
PE
2950
FACILITY_ID
FA0014347
FACILITY_NAME
CURRENTLY VACANT
STREET_NUMBER
6425
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741031
CURRENT_STATUS
02
SITE_LOCATION
6425 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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R603 UPDATE-12 12/22/92 <br /> UPDATE STATUS REPORT 12 NOVEMBER 17 - DECEMBER 18 1992 <br /> 2 . 0 GROUND WATER <br /> 2. I LOCAL GROUND WATER FLOW <br /> Ground water flow direction in this region is to the west and <br /> towards south Stockton from the foothills of the Sierra Nevada <br /> Mountain Ranges, and towards the east from the Sacramento-San <br /> Joaquin Delta At present, encroachment of saline waters from <br /> the Delta is impairing the quality of the ground water in the <br /> Stockton area <br /> Based upon ground water elevation measurements obtained <br /> throughout the evaluation of this site, the overall local flow <br /> direction beneath this site is to the east--northeast at a <br /> relatively flat slope Slug tests performed on the monitoring <br /> wells (May 25, 1990) indicated hydraulic conductivity (K) , <br /> ranging from highs of 45 43 and 33 48 feet/day at MW9 and MWl <br /> respectively, to lows of 0 . 52 and 1 99 feet/day at monitoring <br /> wells MW2 and MW10 respectively These drastically different K <br /> values (in the above mentioned wells) along with the monthly <br /> depth to ground water measurements help determine if the ground <br /> water beneath the site is in a recharge or a discharge cycle If <br /> the ground water surface indicates flow from MW1 towards MW2 , a <br /> recharge cycle is occurring If the ground water surface + <br /> indicates flow from MW2 towards MWI, a discharge cycle is I <br /> occurring Measurements obtained on November 11, 1992 , (Figure <br /> 4A) , show a rise in ground water elevations . The flow direction <br /> is towards MW1 and MW5 The flow towards MW1 can be attributed <br /> to vapor extraction removing moisture from the vadose zone and <br /> capillary fringe with water replacement being provided by the <br /> water table This lowering of the ground water at MW1 is <br /> localized at the vapor recovery wells MW1, MW2 , MW3 and MW10 <br /> The flow gradient towards MW5 can be considered the normal <br /> gradient near this site This figure represents an end of the <br /> discharge cycle that started in February, 1992 and the beginning <br /> of a recharge cycle with the start of the rainy season. <br /> Figure 4B, represents the gradient beneath the site from ground <br /> water measurements obtained December 9, 1992 This figure is <br /> very similar to the November, 1992 measurements and shows a <br /> continual recharge in ground water elevations with the exception <br /> of MW5 , which showed a slight drop in ground water elevation <br /> m�- �.�or+ ;..ere obrai ned After the initiation of the <br /> lllese measureme a♦�s <br /> interim well purging by LTT and the decrease in ground water <br /> elevation at MW5 could be attributed to the purging activities by <br /> LTT. The dewatering valley created by vapor extraction at MW1, <br /> MW2 , MW3 and MW10 is more pronounced and indicates a larger area <br /> lJl. <br /> L r,1influence,14G, out to MWA frnm var�nr extraction on the ground <br /> vu <br /> water. <br /> PAGE 3 <br />
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