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SITE INFORMATION AND CORRESPONDENCE_2006-2007
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_2006-2007
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Last modified
3/31/2020 2:57:14 PM
Creation date
3/31/2020 2:39:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
2006-2007
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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&ARR ASSOCIATES <br /> Mr. Mark Adams <br /> August 8, 2006 <br /> Page 2 of 3 <br /> In addition to adding air/ozone sparging points beneath Benjamin Holt Drive, LPL also requests <br /> that additional sparging points be installed and operated to the east of the eastern edge of the <br /> currently proposed sparging wells (ie., east of MIP-12 and MIP-13). The additional eastern <br /> sparging points should extend the currently proposed sparging-point layout to address the entire <br /> source area associated with historical liquid waste leaks from the former Norge Cleaners. <br /> The high PCE concentrations to be targeted for remediation in the shallow groundwater zone <br /> within the expanded Historical Source Area(including the areas beneath Benjamin Holt Drive <br /> and eastward past the former Norge Cleaners sewer lateral), appear to have been derived <br /> primarily from liquid wastes emanating from the former Norge Cleaners (historically located just <br /> east of MIP-12). Norge Cleaners' former sewer lateral extended northward from the Norge, <br /> Cleaners building to the sewer line which runs westward on the south side of Benjamin Holt <br /> Drive. Site data indicate that liquid waste from the former Norge Cleaners leaked into the <br /> subsurface beneath the building and along the sewer lateral, and along the sewer line running <br /> along the south side of Benjamin Holt Drive. Because the local subsurface sediments appear to <br /> be horizontally bedded, leaks of liquid waste from the sewer line on the south side of Benjamin <br /> Holt Drive would be expected to spread in a symmetrical fashion, with nearly equal volumes of <br /> waste spreading both north and south of the sewer line. We believe this is why high PCE <br /> concentrations are found to the north of Benjamin Holt Drive, as reflected in the MIP and CPT <br /> data. There are no separate known or suspected sources of PCE in the vicinity of the currently <br /> targeted treatment area just north of Benjamin Holt Drive, and there is inadequate support for <br /> LFR's dashed/inferred delineation of the northern extent of the "Historical Source Area," which <br /> is shown on Figure 9 of the Phase IV IRA Plan to be coincident with the southern edge of <br /> Benjamin Holt Drive. Figure 9 should be revised to reflect the Historical Source Area extending <br /> beneath Benjamin Holt Drive, and as discussed above, the significant PCE source area beneath <br /> Benjamin Holt Drive should be addressed with the installation and operation of additional <br /> sparging points beneath Benjamin Holt Drive. <br /> Over a period of many years, the SVE system may have been fairly effective in treating the <br /> vadose zone sediments beneath Benjamin Holt Drive through the action of gaseous diffusion, <br /> which has aided in the transport of PCE from beneath the roadway to the SVE wells north and <br /> south of the roadway. In the case of shallow groundwater remediation, however, the diffusion of <br /> PCE will not be an effective transport mechanism due to the fact that aqueous diffusion in the <br /> saturated zone proceeds at approximately 1/10,000"the rate of gaseous diffusion in the vadose <br /> zone. Again, this is the reason that direct treatment of the PCE-contamination beneath Benjamin <br /> Holt Drive is required. <br /> As discussed in our July 12" meeting, LPL recommends that LCERT also consider installing and <br /> operating vertically staggered sparging points or dual-completion sparging wells in locations <br /> where the vertical extent of significant PCE contamination exceeds approximately 10 feet. The <br /> use of vertically-staggered air/ozone injection points will increase the effectiveness and <br /> efficiency of remediation by effecting a more complete and more uniform distribution of injected <br /> air/ozone throughout the targeted groundwater zone. Air/ozone injected through sparging points <br />
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