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Last modified
5/20/2020 8:36:07 AM
Creation date
5/20/2020 8:30:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0505342
PE
2960
FACILITY_ID
FA0006725
FACILITY_NAME
NAVAL COMMUNICATION SYSTEM
STREET_NUMBER
305
Direction
W
STREET_NAME
FYFFE
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
305 W FYFFE ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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k" KLEI N FELDER <br /> File No. 20-1147-44 <br /> September 28, 1993 <br /> Mr. Jim Giotonini <br /> City of Stockton <br /> Department of Public Works <br /> 425 N. El Dorado Street, Room 317 <br /> Stockton, CA 95202 <br /> Subject: WORK PLAN <br /> INSTALLATION AND SAMPLING OF MONITORING WELLS <br /> ROUGH AND READY ISLAND <br /> STOCKTON, CALIFORNIA <br /> Dear Mr. Giotonini: <br /> The purpose of this letter is to provide more details regarding the installation and sampling of <br /> six monitoring wells and four test borings for the West Side Sewer project. Reference is made <br /> to our proposal dated July 29, 1993, which briefly described our work plan. We propose <br /> drilling at the locations shown on Plate 1, as discussed in our meeting on July 19, 1993, and <br /> as specified in our proposal. We anticipate positioning wells away from travelled areas, such <br /> as near fences, poles, etc. However, if a well must be positioned in a well-travelled area, <br /> flush mount covers will be used to minimize exposure of the well to potential damage. <br /> All wells will be advanced using a truck-mounted drill rig, equipped with hollow stem augers. <br /> During drilling, an experienced environmental geologist or engineer will classify the soil. <br /> Construction details for shallow ground water monitoring wells are shown on Plate 2 and are <br /> as follows: <br /> • The well casing will be 2-inch inside diameter, flush threaded joint, schedule 40 PVC <br /> pipe. <br /> • The wells will be constructed in 6-inch diameter borings. <br /> • Well screen sections will be perforated with 0.010- or .02-inch factory-cut slots. This <br /> parameter will be assessed (and modified if required) after the borings are logged and, <br /> if warranted, a sieve test has been performed and the results reviewed. <br /> Copyright 1993 Kleinfelder, Inc. Page 1 of 4 <br /> KLEINFELDER 2825 East Myrtle Street, Stockton, CA 95205 (209) 948-1345 <br />
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