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ARCHIVED REPORTS_XR0006885- CASE 2
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ARCHIVED REPORTS_XR0006885- CASE 2
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Last modified
7/27/2020 11:36:28 AM
Creation date
7/27/2020 9:42:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006885- CASE 2
RECORD_ID
PR0506426
PE
2950
FACILITY_ID
FA0007416
FACILITY_NAME
STEPHENS MARINE INC
STREET_NUMBER
345
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13526011
CURRENT_STATUS
01
SITE_LOCATION
345 N YOSEMITE ST
P_LOCATION
01
QC Status
Approved
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LSauers
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EHD - Public
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1 <br /> i <br /> Quarterly Report - First Quarter 2000 p <br /> Five Star Marina <br /> ' 345 Yosemite Street, Stockton, California <br /> 10. INTRODUCTION <br /> ' At the request of Mr Terry McDonald of the Five Star Manna,Advanced GeoEnvironmental, Inc <br /> (AGE) has prepared the enclosed Quarterly Report for 345 Yosemite Street, Stockton, California <br /> The scope of work included measuring ground water elevations and sampling six ground water <br /> ' monitoring wells for laboratory analysis The objective of the investigation was to monitor <br /> hydrocarbon-impacted ground water at the site The site and its surroundings are illustrated on Figure <br /> I Structures, probe boring, soil sample and monitoring well locations are shown on Figure 2 <br /> Site history and findings from previous investigations and previous monitoring events at the site <br /> were summarized in Quarterly Report, 26 May 1998, prepared by AGE <br /> 20 PROCEDURES <br /> The investigation was conducted in accordance with the Central Valley Region of the Regional <br /> Water Quality Control Board (CVRWQCB) and the San Joaquin County Public Health Services - <br /> ' Environmental Health Division (PHS-EHD) guidelines for the subsurface investigation of <br /> underground storage tank (UST) sites <br /> ' 2 1 GROUND WATER MONITORING AND SAMPLING <br /> ' On 02 March 2000, a Solinst water level meter was used to measure the depth to ground water in <br /> each well relative to the tops of the well casings ' <br /> After ground water depth measurements were collected, monitoring wells MW-1 through MW- 6 <br /> were purged using a two-stage submersible pump Approximately 8 gallons of water, a minimum <br /> of three saturated casing volumes of water were evacuated from each well Temperature, pH and <br /> conductivity(field parameters of ground water) were measured at 2-gallon intervals using an ICM <br /> model 52200 water analyzer Field data and logs are included in Appendix A <br /> 22 GROUND WATER SAMPLE COLLECTION <br /> After purging, ground water levels in the monitoring wells achieved a minimum of 80 percent <br /> recharge prior to sample collection Water samples were collected from each purged well using new, <br /> ' clean, disposable plastic bailers Immediately upon retrieval, samples were transferred into chilled <br /> • 40-m1 EPA-approved volatile organic analysis (VOA) vials containing 0 5 ml hydrochloric acid <br /> (18%) as a sample preservative and additional sample from each well was transferred into chilled <br />
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