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CORRESPONDENCE_1978-2017
Environmental Health - Public
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4400 - Solid Waste Program
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PR0504220
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CORRESPONDENCE_1978-2017
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Last modified
1/12/2021 12:36:09 PM
Creation date
12/24/2020 4:28:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1978-2017
RECORD_ID
PR0504220
PE
4430
FACILITY_ID
FA0006127
FACILITY_NAME
WINDELER RANCH GLASS DISPOSAL
STREET_NUMBER
640
Direction
W
STREET_NAME
MOSSDALE
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
23903009
CURRENT_STATUS
01
SITE_LOCATION
640 W MOSSDALE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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1 <br />13 November 2007 <br />AGE -NC Project No. 07-1569 <br />Page 5 of 6 <br />4.1. SOIL EXCAVATION PROCEDURES <br />The soil will be excavated using an excavator and stockpiled on-site, covered by a plastic sheeting. <br />The excavated soil will be field screened for the presence of volatile organic compounds using an <br />OVM. <br />Based on OVM readings and field observations, the excavated soil will be segregated into clean soil <br />and impacted soil; only soil exhibiting hydrocarbon odors or measured OVM readings will be <br />disposed to a licenced landfill. <br />Prior to disposal,hydrocarbon-impactedthe soil will be characterized by CTEL. After soil <br />p <br />characterization, trucks will be utilized to transport the waste material for proper disposal. <br />If ground water as encountered during excavation activities a grab ground water sample will be <br />collected for analysis by CTEL. <br />The open excavation area will be surrounded by temporary fencing. No AGE or subcontractor <br />personnel will be allowed into any excavation greater than five feet bsg until proper excavation <br />shoring and/or sloping techniques have been emplaced. <br />4.2. SOIL SAMPLING PROCEDURES <br />Soil samples collected from the base and/or sidewalls of the excavation will be obtained using the <br />excavator. Soil samples will be collected from the bucket of the excavating equipment with a metric <br />soil sampling hammer and one 6 -inch long by 2 -inch diameter brass sleeve, from the excavated soil <br />material. The exposed ends of the sample sleeve will be covered with Teflon sheets, capped and <br />sealed with tape. <br />Soil samples will be collected from soil stockpiles by digging approximately one foot into the soil <br />stockpile. Soil samples will be collected by hand sampling methods using a stainless steel or carbon <br />steel trowel, by pressing a metric soil sampling hammer and one 6 -inch long by 2 -inch diameter <br />brass sleeve into the soil stockpile. <br />Following sample collection, each sample sleeve will be labeled with the sample location, depth, <br />time, date and sampler's initials. Appropriately sealed and labeled samples will be placed in a chilled <br />container under ice and transported under chain -of -custody procedure to CTEL for analysis. <br />Advanced GeoEnvirontnental, Inc. <br />
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