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PR0508450
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Well Abandonment Recommendations -2- 23 November 1992 <br /> DDRW, Tracy <br /> Your letter also expressed concern that an insufficient amount of water may <br /> have been used (5.3 gallons) per sack of cement with two pounds of bentonite. <br /> You state that a bentonite-cement grout cannot be mixed with less than 6.5 <br /> gallons of water per sack of cement. In order to yield a slurry of 14.7 <br /> pounds per gallon (lbs/gal ) , 6.5 gallons of water per sack of cement with two <br /> percent bentonite is needed. However, a bentonite-cement slurry may be mixed <br /> with less than this optimal water requirement and still remain pumpable. <br /> It is our understanding that representatives from the DTSC were not present in <br /> the field during the well abandonments. Concerns regarding insufficient or <br /> excessive water should have been presented during the field operation so that <br /> the water content of the slurry could have been adjusted. In the future, we <br /> recommend that a mud scale, which would measure the slurry weight in lbs/gal , <br /> be used as a quality control measure to assure that the slurry is mixed with <br /> the appropriate amount of water. <br /> 3. Comment No. 6 of your letter indicates that the perforated intervals should <br /> have been from 64 to 74 feet below ground surface (bgs) and from 100 to 110 <br /> feet bgs rather than from 15 to 25 feet bgs and 120 to 124 feet bgs. We are <br /> concerned with the untimeliness of this recommendation. Again, it is <br /> unfortunate that representatives of the DTSC were not present in the field <br /> during abandonment of the supply wells. We believe that the selection of the <br /> perforated intervals requires field decisions. Therefore, regulatory <br /> recommendations for changes in the perforated intervals is appropriate during <br /> the field operations rather than after the completion of the well <br /> abandonments. <br /> Second, DDRW, Tracy submitted the Final Work Plan for Well Evaluation and <br /> Abandonment on 18 February 1992. As you are aware, the State had conflicting <br /> comments on the Final Work Plan which resulted in a delay of the schedule for the <br /> Operable Unit No. 1 (OU-1) Remedial Investigation (RI) . Considering the past <br /> difficulty in reaching a consensus for the abandonment of Supply Well Nos. 1 <br /> and 2, we are disappointed that there was a lack of coordination prior to issuance <br /> of your letter. We are concerned that our differences in recommendations for well <br /> abandonment may again delay remedial activities if other deep supply wells must be <br /> abandoned at the DDRW, Tracy site. <br /> We hope that our technical differences will be resolved prior to any future well <br /> abandonments at the DDRW, Tracy site. We are willing to meet again to discuss <br /> specific recommendations for well abandonments so that a unified State position <br /> may be developed. <br /> If you have any questions, please call me at (916)255-3069. <br /> CAMILLA WILLIAMS <br /> Engineering Geologist <br /> CKW:cw <br />
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