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ARCHIVED REPORTS_XR0008296
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545674
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ARCHIVED REPORTS_XR0008296
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Entry Properties
Last modified
5/20/2020 10:13:02 AM
Creation date
5/20/2020 9:57:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008296
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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13 September 2002 <br /> . AGE-NC Project No 97-0290 <br />' Page 3of6 <br /> 2 4 SOIL-VAPOR SAMPLING AND ANALYSIS <br /> Soil-vapor samples were collected on 15 April, 06 May and 11 June 2002 from the carbon- <br /> adsorption soil vapor extraction system The so1I-vapor samples were collected in Tedlar vapor bags <br /> using a vacuum pump attached to the influent and effluent stream The samples were labeled,placed <br /> in a pre-chilled cooler and transported under chain-of-custodyto McCampbell Analytical,Inc (MAI) <br /> and, both California Department of Health Service (DHS) - certified laboratories <br /> The samples were analyzed for the following <br /> • Total petroleum hydrocarbons as gasoline(TPH-g) in accordance with EPA Methods 8015 <br /> Modified and <br /> • Benzene,toluene, ethylbenzene and xylene(BTEX)in accordance with EPA Method 8020 <br /> 25 SPARGE SYSTEM MONITORING <br /> I• The effect of the IAS system was monitored utilizing a YSI-55 dissolved oxygen meter on ground <br /> water During each monitoring event,the depth to groundwater and percentage of dissolved oxygen <br /> I were measured for available monitoring wells General system maintenance and adjustments were <br /> performed at this time The sparging flow rate was adjusted to approximately 4 scfm and to a <br /> pressure of 6 psi at each well <br /> I <br /> 3.0. FINDINGS <br /> IGround water elevation, flow direction and gradient were determined from field data collected on <br /> 24 June 2002, the contaminant impact to ground water was quantified from the ground water <br /> I laboratory data From field and laboratory data collected at the SVE remediation system between <br /> April and June 2002, AGE determined the average TPH-g concentration, the average flow rate and <br /> calculated the approximate mass and volume of hydrocarbons removed <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The depths to ground water ranged from 45 72 feet to 50 83 feet below the tops of the well casings <br /> on 24 June 2002 Ground water elevations calculated from the well monitoring data ranged from <br /> 1 18 feet to 1 47 feet below mean sea level(msl) Ground water data is summarized on Table 1 The <br /> • depth to ground water decreased an average 0 5 feet since the previous quarter The ground water <br /> flow direction was south with a gradient of 0 003 ft/ft Ground water elevation contours based upon <br /> Advanced GeoEnvironmental,Inc <br />
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