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CORRESPONDENCE_2017
Environmental Health - Public
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4400 - Solid Waste Program
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PR0504201
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CORRESPONDENCE_2017
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Last modified
1/19/2024 11:43:14 AM
Creation date
1/21/2021 4:05:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2017
RECORD_ID
PR0504201
PE
4430
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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• As far back as May 1983, Libbey Owens Ford (LOF) Glass stated that an area of the plant <br /> grounds was set aside for the purpose of waste disposal and consists of approximately 18 acres <br /> that was estimated to contain 10,000 to 20,000 tons of material at the time; the anticipated <br /> disposal volume being 5 to 20 tons/week in the future. This estimate was prior to closure of the <br /> WDS. This waste volume estimate is significantly higher than the estimated volume of wastes <br /> removed and should be taken into consideration when estimating the remaining volume of wastes <br /> at the site. <br /> Landfill Gas Investigation and Reporting <br /> • Based on available documents reviewed, one "soil vapor' well was proposed to be advanced <br /> using a 3-inch diameter auger with a "sampling point"to collect soil-vapor samples. The soil-vapor <br /> point was proposed to be advanced to depths of approximately 5 feet bgs or within the base of the <br /> waste. It is not clear why a depth of 5 feet was proposed. A schematic figure was provided <br /> showing two different boring diameters and information was missing from the figure. A soil vapor <br /> well point is not the same as a LFG well. LFG wells are typically constructed in larger diameter <br /> boreholes and should be designed so that the screened interval corresponds to the depths and <br /> thicknesses of the wastes and should take into consideration subsurface lithologies and <br /> topography of the WDS. <br /> • Based on available information, there did not appear to be an "as built' well design or a report <br /> indicating what was actually constructed at the site. It is not clear whether a LFG well was drilled <br /> and constructed or a soil vapor well was constructed. Typically after a LFG well is constructed at a <br /> WDS, it is field monitored for a period of one year and sampled quarterly also for one year, at <br /> which time, the data is summarized and a report is provided to the regulatory agencies <br /> summarizing results of both the field monitoring and quarterly analytical testing. Based on this, the <br /> necessity/requirements, if any,for additional LFG monitoring can be evaluated. <br /> Work Plans for Site Investigation and Remedial Action Plan for Waste Excavation at a <br /> Portion of the Waste Disposal Site <br /> • Available background information indicates that a work plan was not prepared and submitted for <br /> regulatory agency approval(s) prior to conducting the initial site investigations. The work plan <br /> typically includes: site identification and description; states the project objectives; descriptions of <br /> regional and/or site specific site geology and hydrogeology; a review and summary of background <br /> information; historical aerial photographs and summaries; information on regulatory <br /> requirements/notifications; references a site health and safety plan and as necessary, a <br /> community health and safety plan; describes in detail the planned scope of work (SOW) and <br /> methodologies and rationale for what is proposed; the analytical testing program and rationale; <br /> sample collection plan and methodologies; and reporting requirements. <br /> • Typically prior to waste excavation, a remedial action plan is prepared and submitted to the LEA <br /> and other regulatory agencies for their comments and approval(s). It appears that such a plan that <br /> includes an evaluation of remedial alternatives based on planned future site use was not prepared <br /> based on available documents provided for review. It is understood that there were time <br /> constraints. A brief "work plan" was submitted for planned waste excavation at a portion of the <br /> waste disposal site(please refer to the plan for specific comments included in Section 4.0). <br /> Ninyo&Moore 1 500 E.Louise Avenue,Lathrop,San Joaquin County,California 1 104690095 1 August 11,2017 <br />
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