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2900 - Site Mitigation Program
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PR0547725
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Entry Properties
Last modified
2/23/2026 2:52:31 PM
Creation date
2/17/2026 11:14:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0547725
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0027181
FACILITY_NAME
PROPOSED MONITORING WELL SITE
STREET_NUMBER
950
STREET_NAME
STEWART
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
2121007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
950 STEWART RD LATHROP 95330
Tags
EHD - Public
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CITY OF LATHROP <br /> 2.3.3 GEOPHYSICAL LOGGING <br /> A. Scope -- This item shall consist of conditioning the bore hole and conducting geophysical <br /> surveys in the test hole. The geophysical surveys to be run in the test hole are the gamma ray, <br /> spontaneous potential, and resistivity surveys. <br /> B. Methods <br /> 1.The Contractor shall furnish services for logging the test hole. Acceptable geophysical <br /> logging service companies are Stewart Logging Services or Pacific Surveys. Borehole <br /> geophysical logs, consisting of gamma ray, spontaneous potential (SP) and multiple <br /> resistivity, shall be conducted in the test hole. <br /> 2.The spontaneous potential survey shall be plotted on a scale of one-inch equal to plus <br /> or minus 20 millivolts. The gamma ray survey shall be plotted on a scale of one-inch equal <br /> to plus or minus 20 API units. The multiple resistivity survey shall consist of a point <br /> resistivity curve and multiple resistivity curves employing 16-inch short normal and 64- <br /> inch long normal spacings on a one-inch equal to 20-or 40-ohm scale. All surveys will be <br /> plotted on a footage scale of one-inch equal to 20 feet in accordance with the American <br /> Petroleum Institute standard. <br /> 3. The Contractor is responsible for the integrity of the borehole to assure that the <br /> geophysical logging can be successfully conducted. The Contractor shall maintain <br /> circulation in the borehole with tools on the bottom of the hole until the logging <br /> equipment is on location and prepared to conduct the survey. The logging service <br /> company shall obtain a ditch sample of the circulating fluid for calibration of the logs prior <br /> to the securing of the circulating pump. Tools shall then be pulled by the Contractor and <br /> the logging services immediately commenced. If the logging probe fails to descend to the <br /> desired depth, the Contractor, at his/her own expense, shall run the drilling tools to the <br /> target depth to recondition the hole. <br /> 4. Upon completion of logging operation, the Contractor will deliver four (3) field prints <br /> to the Engineer. Three final prints and an electronic ASCII file of the geophysical surveys <br /> shall be provided with the final records submittal. The field copies of the electrical log <br /> shall be approved by the City before the logging service is released from the site by the <br /> Contractor. <br /> 2.3.4 TEST HOLE REAMING <br /> A. Scope -- This item shall consist of reaming the test holes to the final specified well depth in <br /> accordance with the Engineers'design. The drilling and reaming of the borehole will be conducted <br /> by the direct rotary drilling method to the depth and diameter specified in the Engineer's design. <br /> Drilling fluid properties must conform to those specified in SECTION 2.1.3. <br /> LUHDORFF&SCALMANINI <br /> CONSULTING ENGINEERS 12 <br />
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