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ARCHIVED REPORTS_XR0008286
Environmental Health - Public
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PR0545674
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ARCHIVED REPORTS_XR0008286
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Last modified
5/20/2020 10:20:33 AM
Creation date
5/20/2020 9:53:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008286
RECORD_ID
PR0545674
PE
3528
FACILITY_ID
FA0006039
FACILITY_NAME
MARK NEWFIELD
STREET_NUMBER
107
Direction
N
STREET_NAME
SCHOOL
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
107 N SCHOOL ST
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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21 March 2006 <br /> AGE-NC Project No 97-0290 <br />' Page 7 of 15 <br />' 47 feet bsg (Figure 3) <br /> Petroleum hydrocarbon-Impacted soli in the vadose zone appeared to be centered near wells VW-1, <br />' MW2, SW 1,and SW2 Impacted soil at the site had an estimated diameter of 160 feet and appeared <br /> to extend downward to a depth of 60 bsg The greatest volume of Impacted soil was present between <br /> P3 and SWI at depths of 15 feet to 25 feet and 35 feet to 45 feet bsg,soil with declining hydrocarbon <br />' concentrations was present from 45 feet and 60 feet bsg An in-situ method of remediation was <br /> recommended to be most effective at the site The pilot test performed at the site Indicated that soil <br /> vapor extraction described In this CAP would be effective to remediate the site <br /> Based upon limited regulatory acceptance of bio-remediation, in-situ air sparging/soll vapor <br /> extraction and "pump and treat"were cost-effective methods to remediate the site Remediation of <br /> impacted ground water in the"core"area was conducted concurrently with soil remediation through <br /> the installation of IAS at the site concurrently with the proposed SVE system to prevent re- <br /> contamination of remediated soil <br /> 61 CORRECTIVE ACTION - SOIL AND GROUND WATER <br /> In Februaryand March 2000 thirteen soil borings were advanced at the site the borings were <br /> g � g <br /> completed as remediation wells VW-2 through VW-7 and SW-3 through SW-9 Soil samples were <br /> collected from vapor extraction well pilot borings VW2 through VW7, with the exception of VW3 <br /> (VW3 was not sampled), and soil samples were collected from air sparge well pilot borings SW3 <br /> I through SW9 A total of 27 soil samples were analyzed for TPH-g, TPH-d, and BTEX compounds <br /> TPH-g was detected In 26 of the 27 soil samples analyzed from borings VW2 through VW7 and <br /> SW3 through SW9 at concentrations as high as 7,400 mg/kg(SW7-45) TPH-d was detected in 22 <br /> of the 27 soil samples analyzed from the borings, with the exception of VW6, at concentrations as <br /> high as 2,300 mg/kg(SW7-45) BTEX compounds were detected in all the borings at concentrations <br /> as high as 29 mg/kg, 180 mg/kg, 110 mg/kg and 690 mg/kg,respectively(SW7-45) Methyl tertiary- <br /> butyl ether(MTBE)was not detected in any of the soil samples collected from borings VW2 through <br /> VW7 or SW3 through SW9 Analytical results of soil samples are summarized on Table 1 <br /> In early 2000, borings VW2 through VW7 were completed as vapor extraction wells using 2-Inch <br /> diameter PVC casing with a 0 020-inch slotted screen VW2 was drilled at a 15 degree angle from <br /> vertical and was completed to a total depth of 52 feet bsg with two I0-foot screen intervals VW3 <br /> was drilled at 25 degrees from vertical to a total depth of 55 feet bsg with a 10-, 12-, and 16-foot <br /> screen interval VW4 and VW5 were drilled to a total depth of approximately 50 feet bsg with three <br /> 10-foot screen intervals VW6 and VW7 were drilled to depths of 55 feet and 50 feet bsg, <br /> Irespectively VW6 was completed with one 15-foot and one 10-foot screen interval and VW7 was <br /> completed with two 10-foot screen Intervals Borings SW3 through SW9 were completed as air <br /> Advanced GeoEnvironmental,Inc <br /> I <br />
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