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2900 - Site Mitigation Program
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PR0001228
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Last modified
3/31/2020 3:58:11 PM
Creation date
3/31/2020 3:49:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0001228
PE
2951
FACILITY_ID
FA0004069
FACILITY_NAME
BREUNERS
STREET_NUMBER
7676
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
08102013
CURRENT_STATUS
02
SITE_LOCATION
7676 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Harding Lawson Associates <br /> U, <br /> LL To the south of the former dispenser location, the limit of excavation extended <br /> approximately 16 feet, with a width of between approximately 13 feet near the <br /> dispenser, and approximately 7 feet at its southern limit (Plate 3). The floor of the final <br /> Uexcavation was approximately 6.5 feet deep from the former dispenser location, to the <br /> south for approximately 6 feet. From approximately 6 to 16 feet south of the former <br /> dispenser location, the excavation floor was approximately 3.5 feet deep. Approximately; <br /> 40 cubic yards of soil was removed from the entire excavation. # <br /> L5.2 Excavation Sampling and Logging <br /> LI After the excavation was completed, the exposed soil of the excavation floor and <br /> t walls was monitored for the presence of organic vapors to assess the level of <br /> Ghydrocarbons remaining in the soil. This monitoring was conducted by having the <br /> backhoe remove soil from the floor and walls at regularly spaced intervals and from the j <br /> 1 <br /> different soil types exposed and monitoring'-the soils with the OVA.rSeven confirmation <br /> soil samples, designated as 91060601 through 91060607, were collected from the <br /> excavation floor (samples 91060601 and 91060602), and walls (samples 91060603 through <br /> 91060607) at locations where the highest concentration of petroleum hydrocarbons were <br /> t <br /> measured by the OVA or from locations with OVA readings that were representative of <br /> the entire excavation wall. The confirmation soil sampling locations are presented on <br /> Plate 3. <br /> The confirmation soil samples were collected by having the backhoe remove a <br /> bucket of soil from the sampling location. A few inches of soil was scraped from the <br /> surface of the soil in the bucket and a clean stainless steel tube was pushed into the <br /> material until it was completely full. Each sample tube was then removed, the ends <br /> were sealed with Teflon-lined plastic caps, taped, labeled, placed in a plastic ziplock <br /> i <br /> L <br /> 7'19461-H 10 of 20 <br /> L <br />
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