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ARCHIVED REPORTS XR0001342
EnvironmentalHealth
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1201
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3500 - Local Oversight Program
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PR0544188
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ARCHIVED REPORTS XR0001342
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Last modified
2/27/2019 1:49:48 PM
Creation date
2/27/2019 11:40:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001342
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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w <br /> 10 December 2001 <br /> AGE-NC Project No.00-0769 <br /> ,.. Page 5 of 6 <br /> and sandy silt occurs locally from surface grade to 45 feet bsg. Fine grained, silt, silty clay <br /> and clay were observed at all other depths. <br /> • AGE interprets the CPT data to identify four potential hydrogeologic units informally <br /> 'y identified as "First Water Zone" (located 25 feet to 90 feet bsg), "Second Water Zone" <br /> (located 112 feet to 125 feet bsg), "Third Water Zone"(located 140 feet to 160 feet bsg)and <br /> Fourth Water Zone" (located 160 feet to greater than 175 feet bsg) as having significant <br /> intervals of apparently porous,coarser-grained soil separated by significant intervals of finer- <br /> grained, less permeable soil. The First Water Zone was subdivided into three sub-units <br /> i.. <br /> (Upper, Middle and Lower Water Zones) that may not have significant barriers to vertical <br /> migration of contaminations. Generally, First Water- Upper Zone was identified at depths <br /> between 25 feet(first encountered ground water) and 51 feet bsg,First Water-Middle Zone <br /> was identified at depths between 48 feet and 75,feet bsg, First Water- Lower Zone was <br /> identified at depths between 60 feet and 90 feet bsg. It is not known how effectively the <br /> intervening fine grained intervals hydrologically separate the informal hydrogeologic units <br /> though substantial contamination has migrated through or around them. Geologic cross <br /> sections A A',B-B'and GC'were generated from CPT data collected at CPT-01 through <br /> CPT-06 and depict general lithology beneath the site in cross sectional view(Figures 3;4 and <br /> �• 5, respectively). <br /> • Generally,the greatest hydrocarbon-impact was reported from grab water samples collected <br /> from CPT-05, located near the former UST No. 3 location, and from CPT-06, located near <br /> the formerUSTNo. i andUSTNo.2 excavation. TPH-g,BTEX,and 1,2-DCAwere detected <br /> at various depths between 55 and 173 feet bsg in samples collected -from CPT-06 and <br /> ,o between 89 and 161.5 feet bsg in samples collected from CPT-05. The CPT-06 sample <br /> collected from First Water-Middle Zone contained the greatest concentrations of TPH-g, <br /> BTEX and 1,2=DCA. Concentrations of hydrocarbon constituents increased significantly in <br /> �. samples collected from depths greater than 160 feet bsg following a marked decrease in <br /> concentrations with depth. Constituents of concern detected in ground water samples <br /> collected during the CPT investigation are depicted in cross sectional views A A',B-B'and <br /> C-C' (Figures 6, 7-and 8). Figures 9 through 26 illustrate, by.water zone, the inferred <br /> horizontal extent of petroleum hydrocarbon-impacted ground water.' <br /> UW • Variable concentrations of TPH-g, BTEX and 1,2-DCA were reported from off-site borings <br /> CPT-01 through CPT-04 at various depths between 29 and 146 feet bsg. <br /> 4.0. RECOMMENDATIONS <br /> Based upon the results of the August 2001 CPT investigation, AGE recommends: <br /> Advanced GeoEmkonmental,Inc. <br />
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