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FIELD DOCUMENTS FILE 2
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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COUNTRY CLUB
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2151
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3500 - Local Oversight Program
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PR0544592
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FIELD DOCUMENTS FILE 2
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Last modified
6/21/2019 3:42:38 PM
Creation date
6/21/2019 1:19:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 2
RECORD_ID
PR0544592
PE
3526
FACILITY_ID
FA0009449
FACILITY_NAME
COUNTRY CLUB TIRES AND MUFFLER
STREET_NUMBER
2151
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12308030
CURRENT_STATUS
02
SITE_LOCATION
2151 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Semi-Annual Ground Water Monitor Report - Second Quarter 2012 <br /> BOULEVARD AUTOMOTIVE SERVICE <br /> 2151 Country Club Boulevard, Stockton, California <br /> 1.0. INTRODUCTION AND SCOPE OF WORK <br /> Advanced GeoEnviron mental, Inc. (AGE) has prepared this semi-annual ground water <br /> reportfor 2151 Country Club Boulevard, Stockton, California (the site). The scope of work <br /> included the performance of a semi-annual ground water monitoring event and the <br /> preparation of this report. The objective was to monitor dissolved petroleum hydrocarbon <br /> concentrations in the ground water and to characterize the ground waterflow direction and <br /> gradient at the site.The site setting is illustrated on Figure 1. Site structures and monitoring <br /> well locations are depicted on Figure 2. <br /> Previous soil characteristics'data obtained by a CPT investigation enabled AGE to identify <br /> six informal hydrogeologic units (Cone Penetrometer Testing Site Investigation - Third <br /> Quarter 2005, dated 18 October 2005). The units were defined as Hydrogeologic Unit 1 <br /> (10-30 feet below surface grade [bsg]), Hydrogeologic Unit 2 (30-50 feet bsg), <br /> Hydrogeologic Unit 3 (50-70 feet bsg), Hydrogeologic Unit 4 (70-85 feet bsg), <br /> Hydrogeologic Unit 5 (85-110 feet bsg) and Hydrogeologic Unit 6 (110 to at least 125 feet <br /> bsg). <br /> This report has been prepared in accordance with guidelines issued by the Central Valley <br /> Regional Water Quality Control Board for the investigation of underground storage tank <br /> (UST)sites. Monitoring well construction details are summarized in Table 1. Ground water <br /> monitoring data acquired to date is included in Table 2. <br /> 2.0. GROUND WATER MONITORING AND SAMPLING PROCEDURES <br /> On 27 June 2012, a semi-annual ground water monitoring event was conducted at the site <br /> by collecting depth to water measurements from wells MW-1 through MW-7, MW-10A <br /> through MW-10E, MW-12 through MW-16, MW-19 through MW-24, and dual phase <br /> extraction (DPE)wells DPE-1 and DPE-2. Following these measurements, ground water <br /> samples were collected at wells MW-7, MW-10B, MW11A, MW-12, MW-13, MW-14, <br /> MW-16, MW-19, DPE-1 and DPE-2 in accordance with San Joaquin County Environmental <br /> Health Department's(SJCEHD)semi-annual groundwater monitoring requirements(dated <br /> 23 March 2009). Due to parked vehicles, monitoring wells MW-9, MW-17 and MW-18 <br /> were not accessible during the June 2012 monitoring and sampling event. Monitoring was <br /> performed in accordance with AGE's standard monitoring and sampling procedures, <br /> provided in Appendix A. Field data and logs are provided in Appendix B. No exceptions to <br /> AGE's standard procedures were noted. <br /> Advanced GnoEnvironmental,Inc. <br />
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