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ARCHIVED REPORTS_XR0010532
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545703
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ARCHIVED REPORTS_XR0010532
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Entry Properties
Last modified
7/15/2020 2:30:53 PM
Creation date
5/28/2020 10:44:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010532
RECORD_ID
PR0545703
PE
3528
FACILITY_ID
FA0004977
FACILITY_NAME
MARKET ST PARKING STRUCTURE
STREET_NUMBER
134
Direction
S
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14913007
CURRENT_STATUS
02
SITE_LOCATION
134 S SUTTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\tmorelli
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EHD - Public
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I <br /> Sa,mpjiniz Event <br /> On March 10, 1989, the soil in the area about Sample Point 31035 was excavated an <br /> additional 6 feet in depth (from 8 5 feet to 14 0 feet below ground surface). The 14 to 17 <br /> cubic yards of additionally excavated material was stock-piled on plastic sheeting near the <br /> excavation Soil 8 5 to 110 feet below ground surface consisted of red-brown silt to fine- <br /> grained sandy silt At a depth of approximately 11 to 13 feet, a lense of gray-colored soil <br /> was encountered The gray-colored soil had a sewage-type odor Below the lense of gray <br /> soil, the red-brown silt to sandy silt was encountered again After the excavation was <br /> completed, the gray-colored soil was visible on the north side wail, but not visible on the <br /> south, east, or west sidewalls (Plate 3) <br /> A Kleinfelder geologist collected two samples of native soil from the excavation Sample <br /> 22926 was collected from the floor of excavation at a depth of 14 feet, and Sample 22927 <br /> was collected at a depth of 13 5 feet from the north sidewall Both samples consisted of a <br /> red-brown silt to fine-grained sandy silt, moderately to well cemented. The locations of the <br /> excavation sampling points from the February 23 and March 10, 1989, sampling events are <br /> shown on the Sample Location/Crass-Section Location Map (Plate 3) and Cross-sections <br /> A-A" and B-B' (Plates 4 and 5) <br /> Soil samples were obtained in clean brass tubes Sample tubes were decontaminated prior <br /> to sampling by washing in a solution of trisodium phosphate (TSP), followed by a distilled <br /> water rinse. Each tube was retracted, capped with Teflon sheeting and tightly fitting plastic <br /> end caps Samples were labeled, logged on chain-of-custody and stored on ice until <br /> delivery to California Analytical Laboratories/Enseco in West Sacramento, California A <br />. representative from the SJLHD, Ms. Lititia Resch, was present throughout the sampling <br /> process <br /> A photoiomzation detector (PID) was used in the field to screen the soil for volatile <br /> organic consultants below 10 3 eV Neither of the two soil samples showed PID readings <br /> above ambient background levels The gray soil had a PID reading of 65 parts per million <br /> by volume <br /> Analytical Results <br /> The samples were analyzed for TPH extractable (Method 3550) by GC/FID, and BTEX by <br /> EPA Method 8020 The samples were analyzed on a one-week rush turnaround schedule. <br /> TPH and BTEX constituents were below laboratory reporting limits in Samples 22926 and <br /> 22927 In Sample 22927 collected from the wall of the excavation, a late eluting (heavy) <br /> hydrocarbon was indicated. The hydrocarbon was not indicative of fuel hydrocarbons or <br /> diesel associated with the excavated tank It may be associated with the gray-stained soil <br /> on the north side of the excavation The late eluding hydrocarbon could not be quantified <br /> or identified further <br /> (�ased on the an <br /> results, the hydrocarbon contaminants associated with the <br /> xc vated diesel tank appears to have been removed <br /> Kleinfelder recommends a copy of this report be submitted to the SJLHD for their review <br /> If you have any questions or require our services any further, please do not hesitate to <br /> contact us <br />
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