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2900 - Site Mitigation Program
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PR0522479
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Entry Properties
Last modified
5/17/2019 2:06:29 PM
Creation date
5/17/2019 2:04:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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30 September 2005 <br /> AGE-NC Project No. 95-0109 <br /> Page 2 of 3 <br /> Guard and U.S.Environmental Protection Agency, 1985).Each proposed drilling location was also <br /> marked for utility clearance through Underground Service Alert. <br /> OZONE INJECTION WELL INSTALLATION <br /> Between 08 September and 12 September 2005,a total of four ozone injection wells were installed <br /> at the site: <br /> • Well OW-1 R was installed in the location of well OW-1,approximately 20 feet west of well <br /> MW-4. <br /> • Well OW-4 was installed approximately 10 feet southeast of well MW-14. <br /> • Well OW-5 was installed approximately 15 feet west of Well MW-8 (near the southern <br /> property boundary). <br /> • Well OW-6 was installed approximately 15 feet east of well EW-1 (near the western property <br /> boundary). <br /> Wells OW-4, OW-5 and OW-6 were installed to depths of 70 feet bsg; well OW-1R was installed <br /> to a depth of 68 feet bsg. Each well was installed utilizing a truck-mounted, hollow-stem drill rig <br /> with 8-inch diameter hollow-stem augers(wells OW-4,OW-5,OW-6)or 12-inch diameter(OW-1R) <br /> hollow-stem augers. Soil cuttings and rinseate generated during drilling activities were containerized <br /> in labeled DOT-approved 55-gallon drums and are presently stored on-site, pending disposal. Soil <br /> samples were not collected during installation of the ozone injection wells. <br /> OZONE INJECTION WELL COMPLETION <br /> Each well was constructed using a 2-inch by 24-inch (OW-4, OW-5, OW-6) or 2-inch by 30-inch <br /> (OW-1R) micro-porous sparge point installed in each borehole. A 1-inch, schedule 80, PVC riser <br /> was connected to the sparge point and extended to the surface. <br /> After installing the well casing in each boring,a#3 Lonestar sand filter pack was emplaced through <br /> the augers over the screen interval to approximately three to four feet above the micro-porous screen <br /> Following placement of the filter pack,a four-foot bentonite seal(bentonite chips)was placed above <br /> the filter pack to minimize the potential for grout penetration into the micro-pourous screen area.The <br /> bentonite seal will be formed by pouring bentonite chips into the annulus and allowing the pellets <br /> to settle on the filter pack.The bentonite pellets were allowed to hydrate for approximately one-half <br /> hour prior to grouting. <br /> Advanced GcoEnvironmental,Inc. <br />
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