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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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{ page 3 , 2085 Fremont Street <br /> In summary, the work plan as submitted is not approved . A detailed , clear and concise <br /> work plan must be submitted that includes the following points: <br /> 1 . Investigation of the vertical extent of the dissolved contamination, both in the <br /> source area and across the site; which is necessary to set the target depths and <br /> zones for the lateral investigation . SJC/EHD recommends the use of CPT <br /> technology to obtain deep subsurface lithological information to find the deeper <br /> water bearing units. If you choose to complete the vertical investigation by <br /> hollow stem auger, the borings must be continuously cored starting at 70 feet bsg <br /> to total depth, to look for water bearing zones in which to set the discrete <br /> monitoring well screen intervals. <br /> 2 . Installation of deep, discretely screened groundwater monitoring wells for <br /> investigation of the vertical extent of the dissolved contamination. The targeted <br /> depths of the screen intervals can be determined from the results of the CPT <br /> investigation or continuous hollow stem auger cores . Screen intervals must be <br /> no longer than five feet. One well must be located near the source area and <br /> must be screened deeper than 100 feet bsg . <br /> 3. Installation of sufficient number of groundwater monitoring wells for lateral <br /> definition of the shallow dissolved contaminant plume. These wells will be built to <br /> intercept first groundwater, which is currently at approximately 51 feet bsg ; the <br /> screen intervals of these wells must be no longer than 20 feet. SJC/EHD does <br /> not approve the proposed well location noted on Figure 3 for the east side of <br /> Laurel Street. It is too close to MW-2. SJC/EHD recommends a well be located <br /> on the west side of Laurel Street instead . <br /> 4. A map with the locations of all proposed borings and wells clearly marked : <br /> 5 . A site specific Health and Safety Plan . <br /> The disapproved Work Plan was submitted two and one half months late. The new work <br /> plan is due for submittal no later than April 23, 2004 . As you have been repeatedly out <br /> of compliance with regulatory deadlines , failure to submit this work plan on time will <br /> result in referral of this site to the Regional Water Quality Control Board , Central Valley <br /> Region, or the San Joaquin County District Attorney's Office for enforcement action. <br /> As this is the second phase of groundwater assessment at this site, and involves deeper <br /> wells , and of necessity starts setting up monitoring of the three dimensional <br /> hydrogeological framework, the work plan must be stamped and signed by a California <br /> registered geologist or professional engineer. <br /> If you have any questions or comments please call Lori Duncan at (209) 468-0337. <br /> Donna Heran , REHS, Director <br /> Environmental Health Department <br /> Lori Duncan , Senior REHS Nuel C. Henderson, Jr. , R <br /> LOP/Site Mitigation Unit IV LOP/Site Mitigation Unit IV <br /> cc: James Barton , CVRWQCB <br /> Bill Fox, WHF <br />
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