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PR0524644
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Last modified
6/26/2020 1:21:15 PM
Creation date
6/25/2020 5:01:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0524644
PE
2950
FACILITY_ID
FA0016547
FACILITY_NAME
CABRAL/MCADAMS PROPERTY
STREET_NUMBER
4204
Direction
N
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
4204 N SUTTER ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Page 6 <br /> Cabral—Mc Adams Property <br /> April 28,2006 <br /> Job No. 1828-092.01 <br /> Notification/Utility Clearance/Permits <br /> Our firm and SJCEHD personnel should be notified at least one week prior to initiation of <br /> remedial activities at the site. The excavation area is located near underground utilities; the <br /> locations of underground utilities at the site should be determined and marked so that damage can <br /> be avoided during remedial excavation. The contactor should contact the applicable agencies to <br /> determine if a permit is required for the remedial soil excavation. <br /> Soil Excavation <br /> Soils within the underground tank area should be excavated to clean limits as determined by our <br /> representative. Soil excavation should be performed using appropriate equipment such as a <br /> backhoe or excavator. Our exploratory borings indicate that subsurface soils in the vicinity of the <br /> former underground tank consist of silty sands and fine sands; the potential for caving during <br /> remedial excavation should be considered. Because the excavation may need to extend to a depth <br /> of at least 25 feet below the ground surface, and depending on excavation equipment depth <br /> limitations, benching may be required. Excavated soils should be stockpiled on visqueen. <br /> Stockpiled soils should be wetted as necessary to control dust and covered with visqueen. The <br /> visqueen should be secured as necessary to prevent wind disturbance. It is anticipated that the <br /> remedial excavation will occur during the summer months when significant rainfall is not <br /> anticipated. If rainfall does occur during excavation, controls (such as perimeter berms) should be <br /> implemented to prevent storm water discharge from the remedial areas. Additionally it should be <br /> noted that significant disturbance of surface pavements and landscaping, and potential <br /> encroachment into underground and above ground utility easements, is likely to occur. It will be <br /> the responsibility of the excavation contractor to implement appropriate excavation safety and <br /> security precautions. <br /> Stockpile Sampling and Landfill Acceptance <br /> An appropriate number of samples should be collected from the stockpiled soils generated during <br /> remedial excavation. The samples of stockpiled soils should be collected in accord with standard <br /> environmental sampling protocol, and should be submitted to a State-certified laboratory for <br /> analysis for TPH as gasoline and BTEX. The landfill may require additional analyses for <br /> acceptance purposes. The contractor should arrange for acceptance of the excavated/stockpiled <br /> soils at an appropriate permitted landfill facility. <br /> Clearance Soil Sampling <br /> Following excavation, soil samples should be collected from the limits of the excavated area. We <br /> anticipate the collection of four sidewall samples and one excavation bottom sample at this time. <br /> The clearance soil samples should be collected in accord with standard environmental sampling <br /> protocol, and should be submitted to a State-certified laboratory for analysis for TPH as gasoline <br /> and BTEX. Based on the results of the soil analyses, additional excavation may be deemed <br /> necessary. <br />
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