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2900 - Site Mitigation Program
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PR0536876
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Last modified
1/15/2020 5:52:43 PM
Creation date
1/15/2020 4:55:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0536876
PE
2950
FACILITY_ID
FA0021161
FACILITY_NAME
RIPON CARDLOCK
STREET_NUMBER
816
Direction
S
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95336
APN
26102010
CURRENT_STATUS
01
SITE_LOCATION
816 S FRONTAGE RD
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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01 February 2012 <br /> AGE-NC Project No. 11-2049 <br /> Page 2 of 4 <br /> advanced surrounding the UST area to depths between approximately 25 feet below <br /> surface grade (bsg) and 30 feet bsg. Three soil borings will be advanced in the dispenser <br /> area; one soil boring will be advanced in the location of each fuel dispenser to depths of <br /> approximately 10 feet bsg. Boring locations may be modified in the field depending on site <br /> conditions. Approximate boring locations are illustrated in Figure 2. <br /> Borings will be advanced using a PowerProbe direct-push drill rig. Soil samples will be <br /> collected from each boring at five-foot intervals. According to recent information available <br /> on the State of California Geotracker website, ground water at the site likely occurs <br /> between 25 feet and 30 feet bsg. Grab ground water samples will be collected from each <br /> boring advanced in the UST area. <br /> Soil and grab ground water samples will be submitted to a California Department of Public <br /> Health (CDPH)-Certified laboratory and selected samples will be analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel(TPH-g and TPH-d) <br /> in accordance with EPA-method 8015-modified; and <br /> • Volatile organic compounds (VOCs) in accordance with EPA-method 82606; <br /> Upon completion of the field work and receipt of laboratory analysis, a brief report will be <br /> prepared. The report will be reviewed and signed by a California Professional Geologist. <br /> PROBE BORING ADVANCEMENT <br /> Probe borings will be advanced using a truck-mounted PowerProbe 9600 direct-push <br /> probing unit equipped with 1.25-inch probing rods. The Geoprobe advances soil probe <br /> borings using a hydraulic hammerto drive soil and ground watersampling tools to specified <br /> depths. <br /> SOIL SAMPLE COLLECTION AND ANALYSIS <br /> Soil samples will be collected at discreet five-foot intervals using a 1.45-inch Geoprobe soil <br /> sampling assembly loaded with four six-inch long stainless steel sleeves. Upon sample <br /> retrieval, the ends of a selected sleeve will be covered with Teflon sheets, capped and <br /> sealed with tape. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice <br /> and transported under chain-of-custody procedure to a CDPH-certified laboratory. Each <br /> sample sleeve will be labeled with the boring designation, depth, time, date and sampler's <br /> Advanced Geo Environmental,Inc. <br />
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