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3500 - Local Oversight Program
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PR0544129
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Entry Properties
Last modified
2/11/2019 4:57:02 PM
Creation date
2/11/2019 4:24:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544129
PE
3528
FACILITY_ID
FA0001719
FACILITY_NAME
SUSD-STAGG HIGH SCHOOL
STREET_NUMBER
1621
STREET_NAME
BROOKSIDE
STREET_TYPE
RD
City
STOCKTON
Zip
95207
APN
11009004
CURRENT_STATUS
02
SITE_LOCATION
1621 BROOKSIDE RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
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Tags
EHD - Public
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r4 1 h <br /> ATC Associates Inc. <br /> Quality Assurance/Quality Control Plan x <br /> Revised March 1998 r <br /> q <br /> Product thickness is calculated by subtracting the depth to product from the depth to water. In <br /> .I <br /> addition, water elevations are adjusted for the presence of fuel with the:following calculation: <br /> (Product Thickness) (8) +(Water Elevation) =Corrected Water Elevation <br /> .y <br /> ' E <br /> NOTE: The factor of 0.8 accounts for the density difference between water and petroleum <br /> is <br /> hydrocarbons. I <br /> I`q <br /> �E <br /> Newly installed wells will be allowed to stabilize for 24 hours after development prior to free product <br /> I� <br /> inspection. <br /> An acrylic Surface Sampler will be used for visual inspection iof they groundwater in order to note <br /> e <br /> sheens (difficult to detect with the Interface Probe), odors, rrucrobial action and sediments. The <br /> sampler is calibrated in inches and centimeters for visual inspection of product thickness. <br /> i <br /> To reduce the potential for cross contamination between wells, the monitorings will take place in order <br /> from the least to most contaminated, if known. Wells containing freeproduct will be monitored last. <br /> Between each well monitoring the equipment will be decontaminated. <br /> i <br /> Water level data collected from the wells will be used to develop a oundwater contour ma for the <br /> P gr p <br /> u i <br /> project site. Groundwater flow will be estimated to be perpendicular to equipotential lines drawn on <br /> the map. �! <br /> i� <br /> if <br /> !I <br /> 3M <br /> i� <br /> id <br /> f <br /> W:IAdminlShe11slQAQC-98.DOC <br /> E <br /> 1 <br /> II � <br />
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