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2900 - Site Mitigation Program
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PR0507144
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Last modified
5/14/2020 1:37:50 PM
Creation date
5/14/2020 1:33:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0507144
PE
2950
FACILITY_ID
FA0007712
FACILITY_NAME
ACME STOCKTON GALVANIZING
STREET_NUMBER
540
Direction
W
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
14704048
CURRENT_STATUS
01
SITE_LOCATION
540 W SCOTTS AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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540 West Scotts Avefe • August 4, 1997 <br /> Project 9644 Page 3 <br /> samples collected from monitoring well MW-2 indicated concentrations of zinc <br /> and lead below the method detection limits of 0.01 parts per million (ppm) and <br /> 0.05 ppm,respectively. Analytical results of groundwater samples collected from <br /> monitoring well MW-3 reported concentrations of lead and zinc at 0.56 ppm and <br /> ' 14 ppm respectively. (Chemical Data Management systems Groundwater <br /> Sampling Report,Acme Galvanizing Site Stockton California April 25, 1996). <br /> 3.0 SCOPE OF WORK <br /> ' 3.1 Permits and Notification <br /> A soil boring application will be submitted to the San Joaquin County Public <br /> ' Health Service, Environmental Health Division for the drilling of one soil boring. <br /> The boring will be located in the approximate center of the asphalt cap. The <br /> proposed location of the soil boring is shown on Figure 2. <br /> ' Underground Service Alert (USA) will be notified at least two working days (48 <br /> hours) before soil boring activities begin at the site. The proposed soil boring <br /> ilocation will be outlined with white paint prior to contacting USA. <br /> The Department of Toxics Substance Control (DTSC), the lead agency will be <br /> notified a minimum of five days before beginning field activities at the site. <br /> 3.2 Site Survey And Photographic Documentation <br /> t The three existing monitoring wells MW-1 MW-2 and MW-3 will be located and <br /> the casing top elevations surveyed for vertical elevation by a licensed Civil <br /> Engineer. A revised site plan will be prepared to scale and submitted with the <br /> report. <br /> ' The dimensions and location of the asphalt cap along with the location of the <br /> completed soil boring, will be determined by a Civil Engineer. A revised site plan <br /> showing the stabilized soil area, the asphalt cap, the boring location and the <br /> positions of the three groundwater monitoring wells will be prepared and <br /> submitted with the report. <br /> ' Photographs of the asphalt cap will be taken before and after soil boring activities <br /> The purpose of the photographs is to document the integrity of the asphalt cap. <br /> A detailed description of the condition of the cap will be made in the field to <br /> accompany the photography documentation. Based upon the collected field <br /> information a Civil Engineer registered by the State of California will certify the <br /> condition, adequacy and performance of the asphalt cap. <br /> ' WILLIAM DUBOVSKY ENVIRONMENTAL <br /> Environmental Consulting ♦ Project Management <br />
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