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2900 - Site Mitigation Program
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PR0544529
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Last modified
7/23/2026 12:16:07 PM
Creation date
7/23/2026 12:06:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544529
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0025316
FACILITY_NAME
FORMER RANCH MARKET
STREET_NUMBER
23569
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95367
APN
249070120
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
23569 SANTA FE RD RIVERBANK 95367
Tags
EHD - Public
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Wong,Jeff <br /> From: John Lane <jlane@condorearth.com> <br /> Sent: Monday, April 13, 2020 8:57 PM <br /> To: Kith, Michael <br /> Cc: Wong,Jeff; Karli Stroing (karli@vwdrill.com) <br /> Subject: FW: Well Destruction Permit Application for former Ranch Market, 23569 S. Santa Fe <br /> Avenue, Riverbank, CA <br /> Attachments: Ranch Market Well Dest Status 20200413.pdf <br /> Michael, <br /> Following up on my voice mail today regarding well destructions ongoing at 23569 S. Santa Fe, Riverbank/Escalon. The <br /> permit#s for the destructions are WP0040073 and WP0040072 (see attached pdf, pages 1 and 2).Jeff Wong has been <br /> handling grout inspections daily since last Monday, April 6th.Jeff may have filled you in on some difficulties we are <br /> having at the Site related to overdrilling several 3/-inch air sparge wells.The wells are generally installed to a depth of <br /> approximately 43 feet within an 8-inch diameter borehole. You probably recall that the Well Destruction Work Plan <br /> approved by the Water Board recommended pressure grouting (and overdrilling the upper 5 feet) of all of the 3/-inch <br /> sparge wells, even though this method is not in line with San Joaquin County EHD's policy to overdrill all wells for which <br /> soil samples cannot document ND results in soil during installation.The primary reasons for my recommendation to <br /> pressure grout were twofold, as stated in the work plan: <br /> 1. The annulus around the%-inch casing consists of neat cement grout from just below the ground surface to a <br /> depth of approximately 37 feet bgs, and the filter pack of each well (generally from 37-43 feet) lies completely <br /> within a well graded sand (SW) at that depth (some logs noted gravel and cobbles at depth as well); <br /> 2. Overdrilling is difficult on small diameter wells because the drilling contractor does not have a pilot <br /> "reamer" small enough to effectively remain centered over the well to the full installation depth, which <br /> typically results in "skipping" off the grout "plug" in the well bore. So, unlike with 2-inch and larger wells, <br /> rather than removing the casing generally in whole,the PVC of the sparge wells are typically pulverized <br /> and removed in the cuttings.The result is a "messy" hole to re-grout. Also,the overdrilled bore hole is <br /> using not completely vertical. <br /> However, after discussions with Linda Turkatte of EHD, Condor was not permitted to pressure grout all of the%-inch <br /> sparge wells; only those deemed outside of the zone of soil contamination were allowed to be pressure grouted. <br /> To date, Condor and V&W Drilling have successfully over-drilled all of the vapor extraction wells(V-1 through V-10), <br /> except for well V-3,which is located within 3 feet of an existing PG&E line.V&W has requested an on-site meeting with <br /> PG&E (has not yet confirmed meet date/time)to evaluate the safety of over drilling well V-3 and 5-10, both of which are <br /> very near a marked gas line. Sparge wells S-1, S-2, S-3, 5-14, 5-15, 5-16, 5-17, 5-18, 5-19, and 5-20 have been pressure <br /> grouted with overdrilling the upper 5 feet (well 5-13 has not yet been pressure grouted). However,V&W has <br /> encountered difficulty in overdrilling the remaining sparge wells. Of the four%-inch wells that we have attempted to <br /> overdrill thus, we were able to overdrill and grout only well 5-12, the northeastermost sparge well (see attached map, <br /> page 3 of pdf attachment).V&W encountered an obstruction at approximately 13 feet in the bore holes for 5-11, S-7, <br /> and S-9. 5-11 was the second sparge well overdrilled (S-12 was the first) and V&W could not advance past 13 feet. Since <br /> the well logs noted "Driller notes cobbles from 12 to 14 feet"V&W used heavy drill rods to punch through the <br /> obstruction and proceeded to drill to depth (43 feet). However, during the grouting process, the augers could not be <br /> removed and could not be rotated.After considerable effort to remove the rods,V&W pumped out the added grout and <br /> contracted a crane to mobilization to the Site to aid in removal of the augers.Two progressively larger cranes and a <br /> much larger drilling rig were unable to move the augers, which remain in the ground.The same obstruction was <br /> encountered in wells S-7 and S-9 at approximately 13 feet so V&W stopped drilling until it could be determined how to <br /> 1 <br />
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