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ARCHIVED REPORTS XR0001374
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544188
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ARCHIVED REPORTS XR0001374
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Last modified
2/27/2019 1:58:10 PM
Creation date
2/27/2019 11:51:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001374
RECORD_ID
PR0544188
PE
3526
FACILITY_ID
FA0006698
FACILITY_NAME
FERNANDOS PLACE
STREET_NUMBER
1201
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14716003
CURRENT_STATUS
02
SITE_LOCATION
1201 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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1 1 <br /> L <br /> 30 April 2005 <br /> AGE-NC Project No 00-0769 <br />' Page 6 of 7, <br /> HU-5 N <br /> 1 _ , <br /> Ground water samples from"E"wells MW-4E and MW-5E were collected from HU-5 (193 feet to <br /> 198 feet big-)` <br /> TPH-g was detected at in the samples collected from wells MW-4E and MW-5E at concentrations <br />' of 2,700 µg11 and 800 µg/1, respectively (Figure 11) <br /> BTEX compounds were detected In'wells MW-4E and MW-5E at maximum concentrations of <br />' 500µg/l benzene,480 µg/l toluene, 36µg11 ethylbenzene and 234 µg/1 total xylenes in well MW-4E <br /> r <br /> No other constituents of concern'were detected at or above laboratory reporting limits in the ground <br /> water samples collected during the fourth quarter sampling event Analytical results of ground water <br /> samples are summarized in Tables 2 through 5 The laboratory report (CTEL Project No CT214- <br /> 0412021 and CT214-0412012), quality assurance/quality control (QA/QC) reports, and chain of <br />' custody forms are provided in Appendix C Documents confirming the upload of laboratory <br /> electronic deliverable format (EDF) files and depth to water measurements to GeoTracker are <br />' . included in Appendix E <br /> 4.0. SUNEVIARY AND CONCLUSIONS <br /> Based on data collected during the December 2004 ground water monitoring event,AGE concludes <br /> • Ground water elevation at the site ranged from,14 67 feet to 19 13 feet below MSL during <br /> the December 2004 monitoring event <br />' The HU-1 potentiometric surface is in the shape of a east-west trending ridge, ground water <br /> generally flowed east,north and south away from this ridge at gradients between 0 003 ft/ft ' <br /> Ground water flow in HU-2 is generally south and southeast at a gradient of 0 003 ft/ft <br />' Ground water in HU-3 generally flows south ata gradient of 0 009 ft/ft The HU-4 <br /> potentiometnc surface consists of a northwest-plunging ridge,ground water flows generally <br /> toward the northwest north at approximately 0 004 ft/ft to 0 008 ft/ft(Figures 3 through b) <br /> 1 • The` most highly impacted ground water appears to be located near the former USTs <br /> Laterally, analytes of concern were detected at or above laboratory reporting limits in�all <br />' wells except multi-level wells MW-8 and MW-9 and single=level well MW-2A, vertically, <br /> hydrocarbon-impacted ground water was detected in each of the screened intervals of multi- <br /> level wells MW-4 through MW-7 - <br /> 1 <br /> • The lateral and vertical extent's of petroleum hydrocarbon-impacted ground water have not <br /> • been defined The vertical extent of the fuel additive 1,2-DCA is not defined, however,the <br /> 1 j Advanced GeoEnvironmental,Inc <br /> � t <br />
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