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ARCHIVED REPORTS XR0010905
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ELKHORN
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1050
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2900 - Site Mitigation Program
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PR0505234
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ARCHIVED REPORTS XR0010905
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Last modified
8/1/2019 3:36:50 PM
Creation date
8/1/2019 2:42:46 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010905
RECORD_ID
PR0505234
PE
2951
FACILITY_ID
FA0001103
FACILITY_NAME
Elkhorn Golf Club
STREET_NUMBER
1050
STREET_NAME
ELKHORN
STREET_TYPE
DR
City
STOCKTON
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
1050 ELKHORN DR
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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r� <br /> 04 February 2000 <br /> F}r, <br /> AGE Project No. 95-0118 <br /> Page 2 of 7 <br /> - destruction rate of the extracted hydrocarbon vapor. <br /> l.:.f <br /> AGE installed an in-line flow meter on the influent line leading to the blower motor as well as <br /> sampling ports on the influent line leading to the knockout dram, between the IC and on the effluent <br /> =_ line exiting the IC to monitor the concentration of extracted hydrocarbons and efficiency of <br /> ,-i <br /> hydrocarbon destruction. <br /> 2.2. SPARGE SYSTEM INSTALLATION <br /> On 01 and 02 July 1999, setup of the air-injection system was conducted. A network consisting of <br /> schedule 40 PVC piping one-inch piping,valves and unions were installed from the IAS wells to a <br /> compressor-based EnviroSparge IAS system. The IAS unit was installed at the site on 24 July 1999. <br /> The IAS system delivers 7 to 10 standard cubic feet per minute (scfin) at a pressure of 12 to 15 <br /> "j pounds per square inch.which is adequate to volatilize the petroleum hydrocarbons in the ground <br /> water and transfer hydrocarbons from the dissolved ground water state into the soil-gas vapor phase. <br /> The EnvioSparge IAS system began full operation on 01 September 1999. <br /> } 2.3. SPARGING/EXTRACTION SYSTEM MONITORING <br /> The IAS/SVE system was monitored.daily for the first week of operation and weekly thereafter. <br /> During each monitoring event, the depth to ground water and per cent dissolved oxygen were <br /> _ measured for each monitoring well (Tables 3). General system maintenance and adjustments were <br /> performed at this time. The sparging flow rate was adjusted to approximately 10 scfm and to a <br /> minimum pressure of 15 psi. <br /> The flow rate of extracted vapors was measured using a Dwyer differential pressure flow meter. <br /> r Organic vapor concentrations in the extracted soil gas stream were measured before entering the <br /> r blower (influent stream), between the carbon canisters and after exiting the canisters (effluent <br /> stream) using a photo-ionization detector (PID: Thermo Environmental 580A, 10.OeV, calibrated <br /> to isobutylene). <br /> Soil vapor samples were collected on 15 September, 01 October, 01 November, 06 December 1999 <br /> in Tedlar bags from the influent and effluent streams. The samples were labeled, placed in an ice <br /> chest and transported under chain-of-custody to Precision Enviro-Tech (PET) in Stockton. A set of <br /> soil vapor samples were then collected on 03 January 2000 in Tedlar bags from the influent and <br /> effluent streams. The samples were labeled, placed in an ice chest and transported under chain-of- <br /> Advanced GeoEnvironmental,Inc. <br /> '_I <br />
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