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ARCHIVED REPORTS_XR0011556
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011556
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Last modified
12/13/2019 2:31:36 PM
Creation date
12/13/2019 11:31:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011556
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br /> 27 September 1999 <br /> AGE-NC Project No 95-0167 <br /> f Page 2 of 9 <br />! Results of laboratory analysis of additional `grab' ground water samples collected from up-gradient <br /> and down-gradient locations indicated a limited ground water impact, however, hydrocarbon- <br /> impacted water has migrated east and northeast from the dispenser area The highest concentrations <br /> of dissolved hydrocarbon compounds are in the area east of the former UST and dispenser locations <br /> near P6 <br /> Hydrocarbons have been encountered in a down-gradient direction from the former dispenser, at the <br /> location of boring P5 and further down-gradient at the location of boring PI Based on the data from <br /> the grab water sample collected from boring P7, TPH-g concentrations in ground water decrease <br /> westward of the former fuel dispenser, under the building on the site <br /> 23 GROUND WATER DEPTH AND FLOW DIRECTION <br /> The estimated depth to ground water at the site is approximately 10 to 15 feet bsg, based on the map <br /> titled Lines of Equal Depth To Groundwater, Fall 1997 published by the San Joaquin County Flood <br /> Control District and Water Conservation District,and information obtained from the PHS-EHD from <br /> . monitoring wells at surrounding sites Furthermore, PHS-EHD records indicate that the highest <br /> observed ground water elevation at the property was 10 feet bsg,measured in 1986 During the initial <br /> site assessment conducted in September 1995, ground water was measured at approximately 25 feet <br /> bsg During the site assessment of April 1997, ground water was measured at approximately 15 feet <br /> bsg <br /> The prevailing ground water flow direction in central Stockton is generally toward the northeast, <br /> however, ground water flow direction may vary locally, seasonally and possible due to tidal <br /> fluctuations Ground water is considered to be of beneficial use and is utilized for domestic, <br /> industrial and commercial purposes <br /> 3 0. SCOPE OF WORK <br /> The site investigation was conducted to assess the lateral and vertical extent of petroleum <br /> hydrocarbon impact to soil and ground water beneath and surrounding the former gasoline dispenser <br /> location at the site The scope of work conducted during the site investigation activities include <br /> • Advancement of four soil borings, <br /> • Collection of soil samples from each soil boring, <br /> • Installation and development of four ground water monitoring wells, <br /> • Collection of ground water samples from each of the monitoring wells, <br /> AdiancedGeoEmironmental,Inc <br />
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