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SITE INFORMATION AND CORRESPONDENCE FILE 1
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DURHAM FERRY
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4491
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3500 - Local Oversight Program
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PR0544625
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SITE INFORMATION AND CORRESPONDENCE FILE 1
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Last modified
7/3/2019 8:12:28 PM
Creation date
7/3/2019 4:20:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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4491 Durham Ferry <br /> Page 2 <br /> Correspondence dated May 1, 1995 <br /> This correspondence was included as cover to the "Quarterly Monitoring Report" and <br /> included reference to two Limited preleminary xtraction swells and ats. The �teptdrawdoincluded test of tmeasurhe nt <br /> of oxygen concentration in the vapor <br /> performance of the groundwater extraction well. <br /> PHS/EHD has requested on many occasions to be notified 48 hours prior to any site <br /> activity. Please be informed that PHS/EHD was notified on April 24, 1995 that a site <br /> visit was to be made that day to do some pre-pump test planning. It was further <br /> indicated that within the next 10 days that the pilot testing would be scheduled. <br /> Correspondence dated May 9, 1995 <br /> The correspondence was faxed under cover which indicated that review was not <br /> imperative. The correspondence was prepared to support the request to alter the scope <br /> of work for the feasibility testing. The correspondence indicated that Clearwater had <br /> mobilized for a site visit, several weeks prior, to complete a well yield test. Well yield <br /> studies are generally part of a two phase pump test. it was stated that it was not possible <br /> to use a submersible pump due to the low water recharge. It was suggested that the <br /> low recharge observed was a result of a poor formation transmissivity and a marginal <br /> filter pack. The marginal filter pack was stated to be due to the flowing sands <br /> encountered during well installation that prevented the placement of the most <br /> appropriate amount of "gravel". The PHS/EHD inspector on site did not note heaving <br /> sands during RW1Is installation nor was the volume of sand installed reflective of a well <br /> pack deficiency. <br /> The correspondence also indicated that low levels of oxygen existed. This statement was <br /> not supported with quantitative values nor was the testing methodology explained. <br /> Recommendations included: well development and an alteration of the groundwater <br /> treatment and vapor extraction feasibility testing which was included in the pre-approved <br /> work plan. PHS/EHD approved the proposed well development, although it should be <br /> noted that PHS/EHD recommended development prior to the placement of the bentonite <br /> plug at the time of well installation. The effects of well development must be evaluated <br /> before an alteration of the proposed feasibility may be approved. Should the recovery <br /> well achieve improved production performance, as a result of the well development, the <br /> proposed dual phase test would likely not be possible, since it will depend on a low <br /> flow pump to dewater the recovery well. A proposal to extend the testing for five days, <br /> and to perform slug tests on the monitoring and domestic well was also included. <br /> The correspondence also stated that modifications would be submitted to George <br /> Lockwood for pre-approval and then the proposed recommendations would be initiated. <br />
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