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ARCHIVED REPORTS XR0012678
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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141
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3500 - Local Oversight Program
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PR0544645
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ARCHIVED REPORTS XR0012678
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Last modified
7/11/2019 12:40:53 PM
Creation date
7/11/2019 10:11:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012678
RECORD_ID
PR0544645
PE
3528
FACILITY_ID
FA0004979
FACILITY_NAME
CIVIC CENTER PARKING*
STREET_NUMBER
141
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909002
CURRENT_STATUS
02
SITE_LOCATION
141 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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M _ _ <br /> INN M' <br /> 3.3.3 Pump Test <br /> A series of short and longer term (6-12 hrs) constant rate pump- <br /> ing tests will be performed in the new upgradien•t monitoring well <br /> to determine: 1) aquifer characteristics including hydraulic <br /> conductivity, storage coefficient and boundary conditions, 2) <br /> pump sizing pump and sustainable pumping rate for evaluating <br /> remedial activities. <br /> �. The pumped water will be stored on site until laboratory analysis <br /> allows for disposal, under permit, to the City sewer system. <br /> 3.4 Problem Assessment Report <br /> A Problem Assessment Report will be prepared .sc:ording to Regi-jr— <br /> al Board guidelines summarizing the findings of the investigation <br /> and recommending remedial action alternatives, as appropriate. <br /> �- The :Field investigation will be conducted under the direct super- <br /> vision of Russell W. Juncal, CA Registered Geologist No. 3864, <br /> who will review and sign the assessment report. <br /> zW 4.0 TIME LINE <br /> Following agency approval the estimated time ,necessary to com- <br /> plete. the tasks proposed in this workplan is 8 weeks. Following <br /> agency approval., the distribution of tasks -over this time period <br /> is shown below. Actual time may vary depending on drill rig <br /> availability, laboratory turn-around and unforeseen circum- <br /> stances. <br /> } <br /> 5 <br /> Y <br /> eI: <br />\ F <br /> —. 6 <br />
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