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ARCHIVED REPORTS_XR0004980
Environmental Health - Public
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ARCHIVED REPORTS_XR0004980
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Last modified
9/16/2020 12:29:33 AM
Creation date
3/19/2020 4:49:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004980
RECORD_ID
PR0545591
PE
3526
FACILITY_ID
FA0005972
FACILITY_NAME
DICK MAU TRUCKING
STREET_NUMBER
3755
STREET_NAME
MUNFORD
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3755 MUNFORD AVE
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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i <br /> samples indicated that soil and groundwater are impacted by petroleum hydrocarbons Site <br /> activities were summarized in ATC's Summary Report of Subsurface Investigation, dated <br /> January 15, 1999 <br /> In December 2000, ATC personnel supervised the advancement of one cone penetrometer test <br /> (CPT) boring to 140 feet bgs, four soil borings to 80 feet bgs, and one soil boring to 100 feet bgs <br /> The soil borings were converted into groundwater monitoring wells MW4, MW5, MW6, MW7, <br /> and MW8 Analytical results of soil and groundwater samples indicated that soil and <br /> groundwater are impacted by petroleum hydrocarbons Site activities were summarized in <br /> ATC's Summary Report ofAdditional Subsurface Investigation, dated March 6, 2001 <br /> In September 2001, ATC supervised the advancement of four geoprobe soil borings, SBI <br /> through SB4, and eight hollow stem auger borings Soil borings SB 1 through SB4 were <br /> advanced to first encountered groundwater, approximately 61 feet bgs, boring AS 1 was advanced <br /> to approximately 85 feet bgs, borings PZla and PZlb were advanced to approximately 80 feet <br /> bgs, borings V W 1, V W2, and V W3 were advanced to approximately 65 5 feet bgs, and borings <br /> MW9 and MW 10 were advanced to approximately 81 feet bgs Soil boring ASI was completed <br /> as a 4-inch diameter air sparge well with two 2-mch diameter piezometers located in the same <br /> borehole Soil borings PZla and PZIb were completed as 2-inch diameter piezometer pairs <br /> • Soil borings VW1, VW2, and VW3 were completed as 2-inch diameter vapor extraction wells <br /> and borings MW9 and MW 10 were completed as 2-inch diameter groundwater monitoring wells <br /> On October 31 and November 1, 2001, ATC performed a short-term vapor extraction test and a <br /> long-term vapor extraction test On the first day, the short-term vapor extraction test was <br /> approximately 2 hours in length and on the second day, the long-term vapor extraction test was <br /> approximately 4 hours in length <br /> In December 2001 and January 2002, ATC conducted an air sparge pilot test at the site for <br /> approximately 31 days Well ASI was used to evaluate the site-specific radius of influence <br /> created by a density driven convection (DDC) well at the site The details and results of the air <br /> sparge pilot test, vapor extraction tests, and the installation of the air sparge wells, vapor <br /> extraction wells, and the groundwater monitoring wells MW9 and MW 10 are described in ATC's <br /> Remedial Investigation/Feasibility Study, Pacific Coast Recreation, 3755 Munford Avenue, <br /> Stockton, California, August 13, 2002 <br /> On June 16 through 19, 2003, ATC supervised four CPT borings advanced to approximately 160 <br /> feet bgs Soil and groundwater samples were collected from the four cone CPT borings and <br /> submitted for analyses <br /> On July 21, 2003, ATC conducted a 5-hour groundwater pump test by extracting groundwater at <br /> a generally constant rate from the domestic well on site The extracted groundwater was sampled <br /> near the beginning and end of the test, and stored temporarily onsite in a 5,000-gallon <br /> polyethylene tank The details and results of the CPT borings and groundwater extraction test are <br /> S 1163931REPORTS14yr-2004 doc 2 <br />
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