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ARCHIVED REPORTS XR0010908
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544727
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ARCHIVED REPORTS XR0010908
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Last modified
8/1/2019 4:53:46 PM
Creation date
8/1/2019 4:21:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010908
RECORD_ID
PR0544727
PE
3528
FACILITY_ID
FA0003830
FACILITY_NAME
VILLAGE WEST MARINA
STREET_NUMBER
6649
STREET_NAME
EMBARCADERO
STREET_TYPE
DR
City
STOCKTON
Zip
95219
APN
09815006
CURRENT_STATUS
02
SITE_LOCATION
6649 EMBARCADERO DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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PROJECT STATUS REPORT OF GROUND-WATER MONITORING <br /> f Village West Marina <br /> -� 6649 Embareadero Drive <br /> Stockton, California 95209 <br /> INTRODUCTION <br /> �= This Project Status Report of Ground-Water Monitoring was conducted in accordance with the <br /> directives of the San Joaquin County Public Health Services - Environmental Health Division. <br /> =_ It includes an overall history of site work and laboratory analytical results for soil and ground- <br /> water samples collected on January 16, 1996. <br /> Site Setting <br /> ._� The property is located at 6649 Embarcadero Drive in Stockton, San Joaquin County, and is <br /> situated on the delta levee of the section of the San Joaquin River called Fourteen-Mile Slough <br /> as shown on the Vicinity Map, Figure 1. The site includes a restaurant and an operational <br /> marina with the capacity to dispense fuel to pleasure craft. The adjacent properties consist of <br /> other commercial businesses and residences. <br /> Geologic Setting <br /> L The site is located within the delta region of the San Joaquin River on Fourteen-Mile Slough. <br /> The surface elevation is about nine feet above Mean Sea Level (AMSL). The slough is situated <br /> adjacent to the project area at an elevation below the former underground storage tank invert. <br /> The lithology encountered during the drilling of soil borings and Hydropunches' (prior to <br /> completion as monitoring wells MW-4 through MW-8) consisted predominantly of black-gray, <br /> micaceous, organic, clayey silt to the total depth in each well of approximately 30 feet below <br /> `- surface grade (bsg). Ground water was encountered in the five, on-site monitoring wells during <br /> the January 16, 1996 monitoring activity at an average depth of 14.05 feet below the tops of the <br /> well casings. Generally, the quality of the water is considered poor. <br /> HISTORY OF SITE WORK <br /> Initial UST Removal and Sampling Activities <br /> On April 21, 1993, two, 10,000-gallon capacity, leaded gasoline underground storage tanks and <br /> one, 5,000-gallon capacity, diesel underground storage tank (USTs) were removed from the <br /> subject site. Evax Technologies, Inc. inspected the tanks and collected soil samples from beneath <br /> W.W. Irwin, Inc. <br /> Project No. 33016.06 <br /> February 1996 1 <br />
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