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ARCHIVED REPORTS_XR0010390 (2)
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ARCHIVED REPORTS_XR0010390 (2)
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Entry Properties
Last modified
5/18/2020 3:44:47 PM
Creation date
5/18/2020 3:07:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010390
RECORD_ID
PR0543041
PE
2960
FACILITY_ID
FA0024604
FACILITY_NAME
HUMAN SERVICES AGENCY
STREET_NUMBER
145
Direction
S
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14912016
CURRENT_STATUS
01
SITE_LOCATION
145 S SUTTER ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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e, Table 3-1 <br /> Groundwater Parameter,Depth, and Elevahon Data <br /> San Joaquin Human Services Agency <br /> June 2003 <br />' Top p of Depth <br /> Casing to June 10, 2003 <br /> Temp Conductivity Elevation(ft Water Water Elevation (ft <br /> Well ('C) pH (gMHOS) MSL) (ft) MSL) <br /> MW-2 221 689 118 NM 2991 NM <br />' MW-2A 210 698 155 1191 3003 -1812 <br /> MW-3A NW 742 203 1123 2935 -18 12 <br /> MW-4 216 803 766 1346 3090 -1744 <br /> MW-5 NM NM NM 1283 2889 -1606 <br />�. MW-6 227 716 958 13 17 2997 -1680 <br /> MW-7 202 762 158 1314 3170 -1856 <br />' MW-8 NM NM NM 1376 3215 -1839 <br /> MW-9 2006 733 222 1226 3037 -18 11 <br /> 1 Note NM =Not Measured <br /> NW=Not Working(temperature sensor was inoperable) <br /> A potentiometric contour map developed from the water level data is presented as Figure 3-1 As in previous <br />' sampling rounds groundwater flow is generally toward the north-northeast in a trough-shaped pattern The <br /> groundwater gradient down the center of the trough is 0 0018 ft/ft,as measured between wells MW-2A and <br /> MW-7 <br /> 1 <br /> 3.2 ANALYTICAL RESULTS <br />' A summaryof the analytical data for the June 2003 groundwater sampling is - <br /> y gr amp g presented in Table 3 2 <br />' Historical groundwater analytical results are presented in Table A-1 in Appendix A The analytical reports <br /> and Chain of Custody (COC)forms are presented in Appendix C <br /> LTROJEC S\SA JO"SnuQo3PPT WPn 4 <br /> 1 <br />
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