My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006919- CASE 2
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
345
>
2900 - Site Mitigation Program
>
PR0506426
>
ARCHIVED REPORTS_XR0006919- CASE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/27/2020 11:03:33 AM
Creation date
7/27/2020 9:46:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006919- 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
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
. 2$ April 2005 <br /> AGE-NC Project No 97-0351 <br /> Page 2 of 11 <br /> Division of Mines and Geology, 1977) Rocks composing the basement complex of the GVGP have <br /> not been completely defined, but are believed to be metamorphic and igneous in origin <br /> The Modesto, Riverbank, and Turlock Lake Formations and overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Water Basin (Basin 5-22) The estimated depth to ground water at this property is approximately <br /> 20 feet below surface grade(bsg),based on information from Lines of Equal Depth of Water Wells, <br /> Fall 1995 published by the San Joaquin County Flood Control District and Water Conservation <br /> District However, San Joaquin County Environmental Health Department(EHD)records indicate <br /> that the highest ground water was observed at the site in 1986 at 10 feet bsg During previous site <br /> investigations,ground water was encountered at a depth of 12 feet bsg The prevailing ground water <br /> flow direction in this portion of western Stockton is generally toward the northeast, while localized <br /> ground water flow may vary during winter/summer cycles <br /> 2 2 UNDERGROUND STORAGE TANK REMOVAL <br /> In May 1986, one 550-gallon gasoline UST (West UST Area) was removed from the City of <br /> Stockton right-of-way in San Jose Street Total volatile hydrocarbons(TVH)and volatile aromatics <br /> benzene, toluene, ethylbenzene, and xylenes (BTEX) were detected at concentrations as high as <br /> 2,000 milligrams per kilogram(mg/kg)in a single soil sample collected from the UST excavation <br /> One 4,000-gallon gasoline UST(East UST Area)was removed from the site on 13 November 1997 <br /> The UST was Iocated in Lindsay Street, between the northern and southern blocks of on-site <br /> buildings Upon removal, holes were noted at the western end and in the bottom of the UST <br /> Hydrocarbon odors were not observed in soil above 11 feet bsg Approximately 5 cubic yards of <br /> hydrocarbon-impacted soil were removed and stockpiled during the UST excavation Soil samples <br /> were collected 2 feet below the UST, at depths of 12 feet bsg The overburden soil was used to <br /> backfill the lowest portion of the excavation <br /> Analytical results of soil samples collected from the UST excavation indicated that an unauthorized <br /> release of hydrocarbons had occurred at the western edge of the UST Total petroleum hydrocarbons <br /> quantified as gasoline(TPH-g)were detected in sample TI-W at 690 mg/kg TPH-g was not detected <br /> in the soil sample collected from the eastern end of the UST <br /> 23 PREVIOUS SITE INVESTIGATIONS <br /> On 14 November 1996 and 16 January 1997, a total of fifteen soil probe borings (P 1 through P 15) <br /> were advanced at the site under the supervision of the EHD Soil probe borings were advanced in <br /> Advanced Geoiâś“nvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.