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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0527031
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/28/2020 10:51:19 AM
Creation date
2/28/2020 8:36:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0527031
PE
2957
FACILITY_ID
FA0018318
FACILITY_NAME
FORMER COLUMBO / TOSCANA BAKERY
STREET_NUMBER
1444
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503005
CURRENT_STATUS
01
SITE_LOCATION
1444 S LINCOLN ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mike Infurna [EH] <br /> From: Jim Barton [jbarton@waterboards.ca.gov] <br /> Sent: Tuesday, June 30, 2009 6:10 AM <br /> To: John Carrow; Mike Infurna [EH] <br /> Cc: Paul Anderson <br /> Subject: Re: Well Installation at Lincoln St. <br /> Hi John, <br /> Mike gets in around 0800 hours PDT (1000 hours CDT) , so we can talk then. Or let me know <br /> what time works best for you. Thanks. <br /> Jim <br /> James L.L. Barton, P.G. <br /> Engineering Geologist <br /> California Regional Water Quality Control Board Central Valley Region, 11020 Sun Center <br /> Drive, Suite 200, Rancho Cordova, CA 95670 office (916) 464-4615 <br /> fax (916) 464-4704 <br /> >>> "Carrow, John" <JCarrow@pscnow.com> 6/29/2009 9:06 PM >>> <br /> Jim, <br /> I thought I would give you a heads up on our situation out here in Stockton at Colombo <br /> Toscana. We drilled the boring for the 80 foot well located near the Texaco well No. 14 <br /> on Tuesday the 23rd. This is the well about fifteen feet east of the sidewalk of Lincoln <br /> St. The rig we were using had a difficult time getting through 50 to 60 foot zone mainly <br /> because of the weight of the rig. We encountered sand at 65 feet with silty sand and thin <br /> sand layers to 80 feet. We decided to stick with the plan and install the well with a TD <br /> of 80 feet. Well installation appeared to go smoothly with the exception that the well <br /> wanted to float up in the auger. <br /> The next day we drilled the boring for the 120 foot well about 4 feet west of the 80 foot <br /> well. The geology was identical based on the drilling and the cuttings. We encountered a <br /> coarser grained sand at 85 feet but we unable to collect a sample because we had no <br /> catcher in the shoe of our sampler and it was difficult to determine what was slough and <br /> what was sample. Cuttings and the slough were a medium to coarse grained sand. The 90 <br /> foot sample and every sample after that was a silty clay with no sand and only a damp <br /> moisture content. We continued this boring to 130 feet but based on the difficulty in <br /> sampling and the lack of water, I decided that a well installed at this depth would be dry <br /> or produce very little water. We abandoned this hole as a boring. <br /> When we arrived to develop the 80 foot well today we found filter sand from the boring up <br /> to 40 feet. We don't know what happened but we speculate that the casing broke when we <br /> were installing the well and trying to hold it in place. We must have poured sand <br /> directly into the casing and screen. <br /> Gregg Drilling will fix this well in accordance with CA regs. I would like them to over <br /> drill and remove the casing. Drill the well to 87 feet and place 10 feet of screen from <br /> 77 to 87 feet. This would straddle the sand we encountered in the 130 foot boring. <br /> Our grout inspector from San Joaquin County is out of the office until Friday. When I <br /> called they referred me to Mike, who suggested we contact you to discuss my proposal for <br /> fixing this situation. Mike has voiced concerns about sealing off the permeable formation <br /> in the 70 to 80 foot range. I believe that if Gregg does this correctly and we drill down <br /> the additional 7 feet we can have a better producing well than a well with an 80 foot TD. <br /> Some added information, the well installed east of the Colombo Toscana building was <br /> screened with a TD of 119. 1. This was developed by bailing, surging and pumping. We <br /> removed 160 gallons from the well at a pumping rate of approximately 0.65 gpm. We were <br /> not able to sustain a higher pumping rate. I feel confident that the replacement well <br /> installed with a TD of 87 feet will be capable of similar if not better discharge. <br /> 1 <br />
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