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2900 - Site Mitigation Program
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PR0539578
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Last modified
2/8/2019 4:31:36 PM
Creation date
2/8/2019 4:26:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0539578
PE
2960
FACILITY_ID
FA0022650
FACILITY_NAME
SPINGOLO TRUCKING
STREET_NUMBER
1011
Direction
N
STREET_NAME
BROADWAY
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
14324013
CURRENT_STATUS
01
SITE_LOCATION
1011 N BROADWAY AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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`••, <br /> 08 December 2005 <br /> AGE-NC Project No. 01-0828 <br /> Page 5 of 9 <br /> v <br /> of each well boring may vary according to geologic/hydrogeologic conditions encountered during <br /> drilling. Locations of the proposed ground water monitoring wells are as follows: <br /> • One boring will be advanced approximately 10 feet north of former USTs Nos. 4 and 5; <br /> • One boring will be advanced approximately 12 feet east of the dispenser island; and <br /> • One boring will be advanced approximately 10 feet south of former UST No. 1. (Figure 2) <br /> r <br /> Selected soil samples will be analyzed by a State of California Department of Health Services <br /> (DHS)-certified laboratory for the following constituents: <br /> v <br /> • TPH-g and TPH-d in accordance with EPA Method 8015 Modified; and <br /> • Benzene,toluene,ethylbenzene,and total xylenes(BTEX)and fuel oxygenates di-isopropyl <br /> ether(DIPE),ethyl tertiary-butyl ether(ETBE),methyl tertiary-butyl ether(MTBE),tertiary- <br /> amyl methyl ether(TAME),TBA, 1,2-dibromoethane(EDB), and 1,2-dichloroethane(1,2- <br /> DCA) in accordance with EPA Method 8260B. <br /> Laboratory reports of both soil and ground water analyses, testing methods, laboratory quality <br /> assurance/quality control (QA/QC) reports, and sample chain of custody documentation will be <br /> presented in a report of findings and recommendations. <br /> 3.3. MONITORING WELL INSTALLATION, DEVELOPMENT, & SURVEY <br /> The three pilot soil borings will be completed as single-level ground water monitoring wells screened <br /> from approximately 45 feet to 65 feet bsg. Following installation, each well will be developed to <br /> '—� maximize water flow and minimize the amount of fine-grained sediment drawn into the well during <br /> pumping or bailing,and the top of each existing and newly installed well casing(well head)will be <br /> surveyed to determine its elevation relative to mean sea level. <br /> 3.4. GROUND WATER SAMPLING AND ANALYSIS <br /> V <br /> Following the installation of the new monitoring wells, ground water monitoring and sampling <br /> activities will be conducted for all of the wells on a quarterly basis for a minimum of one year(four <br /> sampling events);monitoring activities will include recording depth to ground water measurements <br /> and collection of ground water samples for laboratory analysis by a DHS-certified laboratory for the <br /> analytes noted in Section 3.2. <br /> '�' Advanced GeoEnvironmental,Inc. <br />
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