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ARCHIVED REPORTS XR0008182
Environmental Health - Public
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EHD Program Facility Records by Street Name
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EL DORADO
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1448
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0008182
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Last modified
8/19/2020 5:28:08 AM
Creation date
7/18/2019 3:34:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008182
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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i <br /> CLOSURE REQUEST 5-31-94 <br /> silts and clays from the surface to the 24 to 29 foot depth along <br /> the northern and eastern boundaries of the site, with this <br /> sequence much deeper towards the southwest and center of the site <br /> (49 to 50 feet below the surface) . Moisture content and porosity <br /> tests were run on the 25 foot depth samples obtained from SB14, <br /> and the 30 foot depth sample from SB15 . These samples showed a <br /> moisture content ranging from 30k to 36t and a porosity of 40% <br /> to 46% respectively, see Appendix I . Beneath this silt/clay <br /> sequence is a three to seven foot thick clayey, silty sand. This <br /> sand is found in all of the borings with the exception of SBI, <br /> SB2, SB11, SB14 , P3D, MW1, MW3 , and MW7 which are located along <br /> the western and south central portion of the site. These wells <br /> showed a continuation of the surface to near surface silt/clay <br /> sequence. <br /> Beneath this sand is a sequence of clayey silts to silty clays <br /> that overlay the aquifer sand that contains interbedded silts and <br /> clays . This contact is found at a depth of approximately 50 feet <br /> below the surface at MW1, MW2, MW3, MW4, and SB2 (north and east <br /> portions of the site. A clay is found beneath this sand at <br /> approximately 53 feet below the surface at MW1, MW2, MW3, SB9, <br /> SB11 and SB15 . <br /> Ground water was initially encountered in soil boring SB2 and <br /> monitor wells MW1, MW2, MW3, and MW4 at approximately 47 feet <br /> below the surface . This water fluctuates between elevations of <br /> -31 and --46 feet below mean sea level (45 to 60 feet below the <br /> surface) , see Tables 1, 2 and Figure 6 . T e ground water depth <br /> was measured from the surface in the borings, and from the top of <br /> the casing in the monitor wells. Ground water flow directions <br /> were interpreted from the ground water gradient that was produced <br /> from measurements taken from the monitor wells . The local <br /> gradient follows what was described earlier in Regional Geology <br /> and Hydrogeology in that it flows to the southeast, towards <br /> downtown Stockton. But, vapor extraction, local recharge events <br /> and city well pumping influence the flow direction as measured <br /> monthly <br /> The ground water sampled from monitor wells at this site is in the <br /> uppermost (shallowest) aquifer of a flood basin and/or alluvium <br /> fan deposit and is most likely associated with the Victor <br /> formation Due to the limited thickness of this aquifer and the <br /> younger overlying formations, most wells an the area produce <br /> their water from deeper sources (Laguna and Mehrten formations) <br /> The quality of the different aquifers situated in the Stockton <br /> area is dependent upon several factors : <br /> A. The area of recharge. <br /> B Time, length, and route of water migration. <br /> C The quality of the overlying aquifer. <br /> D Man made obstructions, such as wells, drainages, etc. <br /> There are no true aquitards within the Stockton area that have <br /> shown the capabilty to block the downward movement of ground water <br /> pagel6 <br />
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