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ARCHIVED REPORTS_XR0004766
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3500 - Local Oversight Program
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PR0545388
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ARCHIVED REPORTS_XR0004766
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Last modified
3/5/2020 10:07:25 AM
Creation date
3/5/2020 8:47:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004766
RECORD_ID
PR0545388
PE
3528
FACILITY_ID
FA0003212
FACILITY_NAME
JIMMY'S GROCERY & DELI
STREET_NUMBER
7505
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
24808013
CURRENT_STATUS
02
SITE_LOCATION
7505 W LINNE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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17 April 2000 <br /> AGE-NC Project No. 95-0100 <br /> 1 Page 3 of 6 <br />' 2.2. MONITORING WELL RE-INSTALLATION <br /> During the placement of the portland cement in the upper annular space of the soil boring, cement <br /> infiltrated the filter pack of well MW-3 to a depth of 55 feet bsg. Additionally, monitoring well <br /> MW-1 was damaged during re-development by Cal Nev and sand had infiltrated the casing to a <br /> depth of 50 feet bsg. Therefore, the two wells were abandoned under permit on 28 January 2000. <br />' Grout was pumped into the wells and pressurized to allow for the grout to enter the filter pack <br /> completely. <br /> On 03 February 2000 the two wells were re-installed at the site by Cal Nev. No soil sampling was <br /> conducted for the reinstallation of the these well, because previous data was available from the pilot <br /> boririg established earlier. The re-completion was similar to the initial well completion. <br /> Duringthe second installation of monitoring MW-3, the ortland cement again infiltrated the filter <br /> g p g <br />' pack of well MW-3 to a depth of approximately 55 feet bsg. This well was demolished as described <br /> above and re-established on 13 March 2000, in the same manner as described above. <br /> As-built monitoring well diagrams for each monitoring well are included as Appendix A. <br /> 2.3. MONITORING WELL SURVEY <br /> The casing elevation of each well installed for the UST investigation was surveyed relative to a <br />' bench mark near the site. On 30 December 1999, a California state-licensed survey engineer from <br /> Baumbach& Piazza,Inc. surveyed a reference point on the top of each ground water monitoring well <br /> at the site to the nearest 0.01-foot relative to the City of Tracy Bench Marks and Description at <br />' 121.48 feet above mean sea level (msl). The results of the monitoring well survey are contained in <br /> Table 1. The surveying report (Baumbach& Piazza) is presented in Appendix B.- <br /> 2.4. GROUND WATER DEPTH MEASUREMENT AND PURGING <br />' On 24 August 1999, a Solinst water level meter was used to measure the depth to ground water and <br /> the total depth of the ground water monitoring well MW-1, relative to the top of the well casing. <br /> After the depth measurements were collected, the monitoring well was purged using a Grundfos <br /> _ <br /> —submersible pump.--- <br /> On <br /> ump.--On 14 October 1999, a Solinst water level meter was used to measure the depth to ground water and <br />' total depth of monitoring wells MW-2 and MW-3 relative to the tops of the well casings. After <br /> • ground water depth measurements were collected, monitoring well MW-2 was purged using a <br /> Orundfos submersible pump. Well MW-3 was discovered to be damaged or incorrectly constructed. <br /> The monitoring well would not recharge water and therefore was not fully purged or sampled. <br /> Advanced CeAnvironmental,Inc. <br />
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