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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
Fields
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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EHD - Public
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Jim Pinasco <br /> October 22, 1992 <br /> Page Two <br /> Comment 2 <br /> On page 3-10 regarding Well 1, the Draft Report states: <br /> "The cement bond and compensated density logs did not <br /> indicate the presence of void spaces or cement between the <br /> outside of the well casing and the formation. " <br /> GSU interprets that the variable density log for Well 1 <br /> appears to show few formation wave arrivals. This interpretation <br /> is made because all of the early arrival waves are parallel due <br /> to the uniform pipe transit-time. Formation signals are normally <br /> easily identified by their characteristic wiggly lines which are <br /> caused by the variation of formation transit time with <br /> depth (Brown and others, 1970) . <br /> Recommendation <br /> From evaluation of the variable density sonic log of Well 1, <br /> GSU interprets that the majority of the interval from 225 to 385 <br /> feet below ground surface (bgs) may have a micro-annulus outside <br /> the casing which should have been perforated and pressure <br /> grouted. In addition, it should be noted that the formation <br /> opposite this interval is recorded as clays on the lithologic <br /> log. <br /> Comment 3 <br /> On page 3-10 the Draft report states that the natural gamma <br /> and neutron logs indicated possible permeable zones at the <br /> following depths listed below, and that based on these results, <br /> it was decided to perforate these depth intervals: <br /> 152 to 163 feet below grade <br /> 205 to 217 feet below grade <br /> 506 to 511 feet below grade <br /> As stated in meetings before abandoning these wells, GSU <br /> interprets that perforating permeable units prior to grouting <br /> wells during decommissioning is counter productive. Excessive <br /> amounts of grout will likely have to be used to seal off these <br /> permeable units, and even if sealing off these permeable units is <br /> successful, the result is that the aquifer may be sealed, but <br /> that an annulus or micro-annulus may still exist in aquitard <br /> units, which interconnect aquifers. <br /> Page Three <br />
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