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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545152
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/9/2020 3:05:48 PM
Creation date
1/9/2020 2:58:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545152
PE
3526
FACILITY_ID
FA0004021
FACILITY_NAME
STOCKTON CITY TAXI CAB COMPANY
STREET_NUMBER
2085
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14111223
CURRENT_STATUS
02
SITE_LOCATION
2085 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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P. <br /> page 2, 2085 Fremont Street <br /> The copy of Figure 3 included in the Work Plan submitted to SJC/EHD indicates that five <br /> additional groundwater monitoring wells are proposed for installation ; four labeled <br /> proposed monitoring wells' and one labeled ' proposed deep well ' . SJC/EHD interprets <br /> from this figure that the 'proposed monitoring wells' are , based on their marked <br /> locations , shallow wells intended for lateral assessment of the shallow contaminant <br /> plume, and the 'proposed deep well' is intended for vertical assessment of the deep <br /> contaminant plume near the source area . However, there is no description anywhere in <br /> the narrative of the installation of a deep monitoring well , and in Section 3. 1 , Drilling , <br /> WHF states, "The deep vertical boring in the vicinity of B-1 will be completed using the <br /> cone penetrometry method ." No further details are provided , such as if they are <br /> proposing to complete one cone penetrometor test (CPT) boring followed by additional <br /> direct push borings for the collection of depth discrete samples. <br /> In November 2001 WHF oversaw the advancement of two CPT borings at your site. The <br /> equipment they used failed to go below 66 feet bsg. No report of findings of this work <br /> was ever submitted to SJC/EHD , and no useable information has ever been referenced <br /> from this work by WHF. No samples , soil or groundwater, were collected . Following this <br /> failure WHF told the SJC/EHD inspector covering the work that the only drilling method <br /> that could be used to get to depth at this site would be hollow stem augers. If WHF has <br /> changed their mind on this issue and wishes to pursue the use of CPT technology again <br /> at this site they must hire a CPT contractor who can assure them , and SJC/EHD, that <br /> the necessary depth of at least 125 feet bsg can be attained with their equipment. As <br /> CPT technology has been successfully used to depths of greater than 125 feet bsg on <br /> behalf of the contaminated site directly across Fremont Street from your site , at locations <br /> all around the neighborhood of your site, it should be possible to successfully use CPT <br /> at your site. If you choose to employ this technology to investigate the vertical extent of <br /> the contamination onsite at your facility, it will be used to obtain lithological information, <br /> and to obtain depth discrete soil samples, and groundwater samples from appropriate <br /> water bearing zones below 90 feet bsg to at least 125 feet bsg . Information obtained <br /> from these samples will be used to install depth discrete groundwater monitoring wells <br /> for vertical assessment of the dissolved contamination . CPT data from the adjacent <br /> contaminated site can be utilized in your investigation . One CPT boring , CPT-11 was <br /> advanced adjacent to deep monitoring well MW-11 , which is located in the sidewalk near <br /> the southwest corner of your site. A copy of the CPT-11 log will be forwarded to your . <br /> consultant. <br /> Monitoring well MW-4 is currently the most deeply screened well onsite, though its total <br /> depth has not been verified . It was supposed to have been built to 100 feet bsg total <br /> depth , it was reported to have been built to 100 feet bsg total depth , but it consistently <br /> tags at approximately 90 feet bsg total depth . Wells MW-1 and MW-3 have similar <br /> problems. In correspondence dated September 22 , 2003, SJC/EHD directed you to <br /> explain these discrepancies . SJC/EHD has yet to receive this information . Please <br /> submit the previously requested explanation of these discrepancies to SJC/EHD <br /> immediately. Additionally, in all future reports that contain tables of data do not fail to <br /> include the units of measurement applicable to the data being reported. <br /> WHF included in the Work Plan a general Health & Safety Plan . A site-specific Health & <br /> Safety Plan must be submitted to SJC/EHD prior to beginning any site fieldwork. This <br /> site specific Health & Safety Plan must address specific hazards expected to be <br /> encountered at this site, and must include a map locating the nearest hospital with an <br /> emergency room , with the route to the hospital from the site clearly marked. Please note <br /> that all personnel working at contaminated sites must be 40-hour OSHA certified , and <br /> must be wearing appropriate personal protective equipment. <br />
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