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2900 - Site Mitigation Program
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PR0546565
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Last modified
4/22/2026 12:57:46 PM
Creation date
9/18/2025 8:07:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0546565
PE
2959 - DTSC LEAD AGENCY SITE
FACILITY_ID
FA0025168
FACILITY_NAME
ROUGH AND READY ISLAND, PORT OF STOCKTON
STREET_NUMBER
2201
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
16203007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2201 WASHINGTON ST STOCKTON 95203
Tags
EHD - Public
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Geosynte& Rancho <br /> Gold Canal Drive,Suite 100 <br /> Rancho Cordova,California 95670 <br /> PH 916.637.8048 <br /> consultants www.geosyntec.com <br /> 3 November 2022 <br /> San Joaquin County <br /> Environmental Health Department <br /> 1868 East Hazelton Avenue <br /> Stockton, CA 95205 <br /> Subject: Well Destruction Permit Addendum <br /> Rough and Ready Island, Port of Stockton, Stockton,CA 95203 <br /> To Whom It May Concern: <br /> On behalf of the Port of Stockton, Geosyntec is planning to re-install one well at Rough and Ready Island <br /> (APN 16-203-007). The well labeled as PMW-1 was installed on October 7, 2022, but complications <br /> arose during well development, and a surge block became lodged in the well screen. The surge block <br /> remains stuck inside the well casing, which prevents proper sampling of the well. The well will be <br /> destroyed and re-installed to allow for proper sampling. <br /> Destruction of PMW-01 <br /> PMW-0I will be overdrilled using the hollow stem auger(HSA) drilling method to the total well depth of <br /> 23 feet below ground surface(ft bgs)using an 8-inch auger. Once the well materials have been removed, <br /> the borehole will be tremie grouted with Portland cement grout under inspection by SJCEHD from the <br /> bottom of the borehole to 3 feet below ground surface(bgs)per San Joaquin County well standards. The <br /> top 3 feet of the boring will be backfilled with native soil. <br /> The soil cuttings and well casing removed from the ground as part of the well destruction activities will <br /> be stored in drums or bins, the soil cuttings will be sampled and profiled, and the material will be <br /> transported off-site for disposal at an appropriate disposal facility. <br /> Re-Installation of PMW-01 <br /> PMW-01 will be re-installed next to the original boring location by a C-57 licensed drilling contractor. <br /> All downhole equipment will be decontaminated prior to use. The well will be drilled to 23.5 ft bgs with <br /> an 8-inch hollow stem auger (HAS) rig. The well will be constructed with a 10 ft screen from 13-23 ft <br /> bgs. <br /> Once the total depth of 23 ft bgs is reached,the monitoring well will be constructed through the drilling <br /> casing. The monitoring well casing will consist of 2-inch nominal diameter, Schedule 40 polyvinyl <br /> chloride(PVC)pipe,with 0.020-inch factory-cut, slotted well screen, flush-threaded joints and a bottom <br /> cap. The outside boring diameter of PMW-01 will be eight inches, or at least four inches greater than the <br /> outside diameter of the well casings. The annular space between the borehole wall and well screen will be <br /> filled with Lapis-Lustre#3 filter pack sand to a depth of 11 ft bgs,which is about 2 feet above the top of <br /> engineers I scientists I innovators <br />
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