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REMOVAL_1988
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0501069
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REMOVAL_1988
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Entry Properties
Last modified
2/28/2024 4:36:12 PM
Creation date
11/8/2018 9:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1988
RECORD_ID
PR0501069
PE
2381
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
Scanner
SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS3\S\SUTTER\124\PR0501069\REMOVAL 1988 .PDF
QuestysFileName
REMOVAL 1988
QuestysRecordDate
8/14/2017 7:54:00 PM
QuestysRecordID
3578173
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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J .- <br /> • <br /> S m lin Ev <br /> —01 <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 11.0 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 wall, 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 he Sample Location/Cross-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/ <br /> Ms, atorie / ns cwas o inVresentest athroughout thlef oampli g <br /> representative from the SSJJLL P <br /> process. <br /> A photoionization detector (PID) was used in the field to screen the soil for volatile <br /> organic consultants 103 eV. <br /> Neither a soil samples showed spil <br /> above ambient background The gray oil had PID reading of 65 parPID <br /> million <br /> by volume. <br /> Analytical Results <br /> The samples were EPA Method 8020. Ile samplezed for s Pere analyzed extractableori a one-week rush turnaround s B d e by <br /> TPH and BTEX constituents were below laboratory reporting limits in Samples 22926 and <br /> 22927. 1n 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 <br /> tank. It <br /> ra <br /> _stained soil <br /> on the north side of the excavationexcavated, <br /> The late eluding <br /> hydrocarbon cot Ie associated with d nat be quantified <br /> or identified further. <br /> Based on the analytical results, the hydrocarbon contaminants associated with the <br /> excavated diesel tank appears to have been removed. <br /> Meinfelder 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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