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ARCHIVED REPORTS XR0008680
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1502
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2900 - Site Mitigation Program
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PR0540300
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ARCHIVED REPORTS XR0008680
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Last modified
8/19/2020 5:24:06 AM
Creation date
7/18/2019 4:29:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008680
RECORD_ID
PR0540300
PE
2960
FACILITY_ID
FA0023037
FACILITY_NAME
FORMER UNOCAL NO 4409
STREET_NUMBER
1502
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12708018
CURRENT_STATUS
01
SITE_LOCATION
1502 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' S E C 0 R <br /> 4.0 GEOLOGIC AND HYDROGEOLOGIC SETTINGS <br /> Generalized geologic cross-sections for the area are presented in Figure 4 and depict the <br /> following conditions <br /> • Interbedded layers of sand/silt mixtures and clay/silt mixtures encountered from <br /> ground surface to approximately 120 feet bgs <br /> • Interbedded layers range in thickness from approximately 5 to 20 feet <br /> R <br /> ' Groundwater is generally encountered at approximately 30 feet bgs and appears to <br /> be an unconfined aquifer ; <br /> Lithology beneath the site generally consists of fine-grained silts and clay from ground surface <br /> to approximately 20 feet bgs, from 30 to approximately 60 feet bgs, 85 to 100 feet bgs, and <br /> approximately 115 to 120 feet bgs Silty sands and sands are generally present at the intervals <br /> of 20 to 30 feet bgs, 60 to 85 feet bgs, and 100 to 115 feet bgs <br /> Depth-to-groundwater has varied from approximately 24 to 34 feet bgs since the installation of <br /> monitoring wells began in 2000 Depth-to-groundwater encountered during drilling has been <br /> ' approximately 30 feet bgs indicating that the groundwater aquifer is unconfined Soil samples h1 <br /> collected from first encountered groundwater to the total depth explored of 120 feet bgs have <br /> generally been classified as very moist to wet indicating the presents of a single aquifer No <br /> confining layers have been encountered in soil borings advanced at the site Wells have beeng, <br /> ' installed in three zones at the site Groundwater elevation contour maps for each groundwater 17 <br /> monitoring zone are included as Figures 5 through 7 <br /> P� <br /> A Monitoring Zone Wells - <br /> A monitoring zone wells (MW-1 through MW-4) have been installed to depths of 50 (MW-1) and <br /> 45 feet bgs (MW-2, MW-3 and MW-4) and each of the A monitoring zone wells has 20 feet of <br /> screen A monitoring zone wells are installed in the upper portion of the aquifer and are <br /> generally installed into the silt and clay layer present at 45 to 50 feet bgs with well screens <br /> extending into the more coarse grained material (sand and silty sand) present from 20 to 30 feet <br /> bgs <br /> B Monitoring Zone Wells " <br /> Ten B monitoring zone wells (MW-5 through MW-14) have been installed at the site to depths , <br /> ranging from 79 to 83 feet bgs with well screens ranging in length from 5 to 10 feet B <br /> monitoring zone wells have been installed in the sand and silty sand generally present at 80 feet <br /> ' bgs <br /> C Monitoring Zone Wells <br /> Three C monitoring zone wells (MW-15 through MW-17) have been installed at the site to <br /> ' depths ranging from 120 to 121 feet bgs with 10 feet of well screen C monitoring zone wells s4,µ <br /> have been installed in the silty sand from 110 to 115 feet bgs and the sandy silt and clay from <br /> 115 to 120 feet bgs <br /> h 1 <br /> �tip1 <br /> Updated SCM 2005 doc 95, <br /> 77Cp 64409 05 0005 <br /> Yyt <br /> t <br />
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