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ARCHIVED REPORTS_XR0010841
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0010841
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Last modified
12/10/2019 7:41:01 PM
Creation date
12/10/2019 10:56:11 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010841
RECORD_ID
PR0545039
PE
3528
FACILITY_ID
FA0010186
FACILITY_NAME
DEL MONTE FOODS PLNT #33 - DISCO WH
STREET_NUMBER
110
Direction
N
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 N FILBERT ST
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> k'9 KLE1NEELDER <br /> SVE-N resulting from injecting air into the subsurface. SVE-S is approximately 65 feet from the <br /> sparge well and SVE-N is approximately 70 feet from the sparge well. <br /> Dissolved oxygen in SVE-N and SVE-S was measured prior to pilot testing on October 15, 2002 <br /> and immediately following 4 hours of air sparging in the deep sparge well on October 21, 2002. <br /> t <br /> The results are presented in Table 1. <br /> i <br /> Table 1: Change In Dissolved Oxygen Due to Air Sparging <br /> 5 <br /> I t <br /> SVE-S 18.1% 24.7% +36% <br /> SVE-N 24.5% 37.2% +52% <br /> The results indicate a significant increase in dissolved oxygen resulting from the air sparging. <br /> Considering SVE-S and SVE-N are 65 and 70 feet from the sparge well, the results appear to <br /> corroborate the bubble flux radius of influence estimate of 64 feet for the deep sparge well. <br /> The amount of oxygen delivered versus the influenced volume of groundwater was estimated <br /> based on the sparge flowrate and the duration of operation. Sparging for 4 hours at 5 scfm <br /> represents the delivery of 9.7e6 mg of oxygen to the subsurface as follows: <br /> t3 liters min m l <br /> 5-f air 28.3 3 air �4hours 60 285 g 02)=9.7e6 mg 02 <br /> min ft hour liter <br /> The volume of groundwater over which this oxygen is delivered is roughly that groundwater <br /> lying above the leading front of the deepest sparge path. This volume can be estimated utilizing <br /> the sparge path equation along with the soil porosity p and shape constant k as follows: <br /> 45 ft 64 ft <br /> Y = { dP) f f Ids — k„2 )dr dS <br /> 137 ft 4 <br /> f <br /> 122801SAC2R566 Page 5 of 9 November 25,2002 <br /> Copyright 2002 Kleinfelder,Inc. <br />
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