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2900 - Site Mitigation Program
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PR0523626
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Last modified
2/12/2020 12:21:04 PM
Creation date
2/12/2020 11:07:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0523626
PE
2950
FACILITY_ID
FA0015947
FACILITY_NAME
IN THE PUBLIC RIGHT-OF-WAY
STREET_NUMBER
0
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
W FREMONT ST
QC Status
Approved
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EHD - Public
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Phase II Environmental Site Assessment Report <br /> Buena Vista Storm Drain,Stockton,CA <br /> March 30,2005 <br /> Page 6 <br /> The only constituent detected at a concentration greater than the maximum allowed by the City of <br /> Stockton for discharging water to the sanitary sewer system was MTBE in the groundwater sample <br /> collected from boring GP-5. Groundwater with detectable concentrations of MTBE that is extracted <br /> during construction dewatering will most likely have to be treated for removal of the MTBE before it can <br /> be discharged to the sanitary sewer. <br /> 6.0 RECOMMENDATIONS <br /> Condor recommends considering the need to sample and possibly treat groundwater extracted during <br /> construction dewatering. Though MTBE was detected only in the groundwater sample collected from GP- <br /> 5, groundwater contaminated with MTBE may be drawn towards dewatering pumps located in the <br /> vicinity of nearby borings where MTBE was not detected. <br /> 7.0 LIMITATIONS <br /> Condor developed the interpretations and conclusions presented herein in accordance with generally <br /> accepted principles and practice. Conclusions presented in this report are professional opinions based on <br /> limited information obtained at the time of our site visits. Soil samples were not collected for analysis <br /> during this investigation and the extent of soil contamination is unknown. Groundwater sampling was <br /> limited to depths ranging from 15 to 25 feet below the existing ground surface. Contamination in <br /> groundwater may be present at depths greater than the elevations tested during this investigation. Condor <br /> has endeavored to determine as much as practical about the Site using conventional practices given our <br /> scope of services. Condor makes no representation as to the subsurface conditions at locations or times <br /> other than those sampled by our employees and reported in this document. If any changes are made or <br /> errors found in the information utilized in this report,the interpretations and conclusions contained herein <br /> shall not be considered valid unless the changes are reviewed by Condor and either appropriately <br /> modified or re-approved in writing. <br /> This report was prepared by Condor under the direct supervision of a Registered Geologist in the State of <br /> California. The report was prepared for Kjeldsen Sinnock Neudeck, Inc. and is for their sole use. The <br /> contents of this report may not be used or relied upon by any other person(s) without the express written <br /> consent and authorization of Kjeldsen Sinnock Neudeck, Inc. and Condor. Any questions regarding the <br /> content of this document should be addressed to Lee Morse at(209) 388-9601. <br /> Respectfully submitted, <br /> CONDOR EARTH TECHNOLOGIES, INC. Reviewed by: <br /> Kevin Freitas 'f�� t, G, LSkaggs,AE , � <br /> Staff Geologist `y'�� �'(0 Division Manager <br /> H. MORSE <br /> Lee H. Morse, R.G. ° a <br /> Associate Geologist , <br /> P:\4000_pd\4038 KSN-San Juan&Fre u Fremont Phase[I\Report\GW Inv Report.doc <br /> IL 41 CONDOR <br />
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