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ARCHIVED REPORTS_XR0009348
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545660
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ARCHIVED REPORTS_XR0009348
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Last modified
5/12/2020 3:24:26 PM
Creation date
5/12/2020 2:18:22 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009348
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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GEQMATRIX <br /> The estimated hydraulic gradients of horizontal groundwater flow have ranged from about <br /> 0 002 to 0 02 (Table 3) The groundwater potentiometnc surface estimated from the water <br /> level data measured in March 2003 is shown on Figure 5 Using data from the new and <br /> existing wells at the site, the horizontal groundwater gradient is estimated to be about 0 004 to <br /> the southwest The horizontal groundwater gradients and flow directions estimated from the <br /> three existing wells (Table 3) may be representative of the area in the immediate vicinity of <br /> the former USTs and not representative of the site as a whole The site groundwater flow <br /> direction will continue to be evaluated as part of the ongoing groundwater monitoring <br /> 4.3 EXTENT OF PETROLEUM HYDROCARBONS IN SOIL <br /> The logs for the soil borings advanced during this assessment are included in Appendix A <br /> Field screening results (e g , PID readings and petroleum odor) are recorded on the boring <br /> logs These results are consistent with previous site investigation results The field screening <br /> results of the soil samples collected from B3-14 indicated PID readings ranging from 122 to <br /> 309 parts per million by volume (ppmv) and strong petroleum odor between about 15 to <br /> 25 feet bgs The field screening results of the soil samples collected from the boring for <br /> MW3-6 indicated PID readings ranging from 26 to 49 ppmv and petroleum odor between <br /> about 15 and 24 5 feet bgs The PID readings of soil samples collected from the borings for <br /> MW3-4 and MW3-5 were zero to 2 ppmv, and no petroleum odor was detected <br /> PID readings of the soil samples collected during this and previous site assessments are <br /> summarized on Figures 3 and 4 Analytical data of the soil samples collected during this and <br /> previous site investigations are summanzed on Figures 6 and 7 Based on the field screening <br /> results and the soil analytical data, the estimated lateral extent of soil affected by petroleum <br /> hydrocarbons as result of the UST release is shown on Figure 2, and the estimated vertical <br /> extent of affected soil is shown on Figures 3, 4, 6, and 7 The maximum vertical extent of <br /> affected soil at the site is limited to a depth between about 13 and 35 feet bgs within the <br /> saturated zone The lateral extent of soil affected by petroleum hydrocarbons is limited to an <br /> 1 area of approximately 150 feet wide and 200 feet long within the saturated zone <br />' 4.4 EXTENT OF PETROLEUM HYDROCARBONS IN GROUNDWATER <br /> Analytical results of the grab groundwater sample collected at 40 feet bgs in B3-14 (Table 4 <br /> and Appendix B) indicate that TPHg,BTEX, 12DCA, and oxygenates (MtBE, ETBE, and <br />' TAME) were not detected, except for RIPE The reported DIPE concentration of 0 88 µg/L <br /> t <br /> I TRQJECI1 AMA6437 00016437-08 doc 10 <br />
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