My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
244
>
2900 - Site Mitigation Program
>
PR0506390
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2019 1:28:20 PM
Creation date
5/6/2019 1:24:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506390
PE
2950
FACILITY_ID
FA0007389
FACILITY_NAME
MINI STOP
STREET_NUMBER
244
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13708014
CURRENT_STATUS
01
SITE_LOCATION
244 W HARDING WAY
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
95
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
13 October 1998 <br /> AGE-NC Project No. 98-0504 <br /> Page 2 of 5 <br /> collected from beneath the USTs and dispenser island at concentrations up to 39 parts per million; <br /> total petroleum hydrocarbons quantified as gasoline (TPH-g) were detected at concentrations up to <br /> 1,400 ppm; and volatile aromatics (benzene, toluene, ethyl benzene and xylenes: BTEX) were <br /> detected at concentrations up to 190 ppm. <br /> Approximately 200 tons of soil were excavated during removal of the USTs. After removal <br /> procedures were completed, the soil was placed back into the excavation because of strong <br /> hydrocarbon odors and the proximity to a school. Two laboratory-compositedsamples were collected <br /> from the stockpiled soil prior to placement into the excavation. TPH-g, BTEX and MTBE and TBA <br /> were all detected in the composite samples. <br /> 2.4. SITE HYDROGEOLOGIC CONDITIONS <br /> The closest surface water feature to the site is Smith Canal and Yosemite Lake, located <br /> approximately 550 feet north of the site. Water from Smith Canal drains into the San Joaquin River <br /> Deep Water Channel and is primarily used for commercial and recreational boating. Based upon well <br /> information obtained from nearby sites, ground water flow direction is northerly and is currently <br /> estimated to occur at a depth of approximately 25 feet below surface grade (bsg). Ground water <br /> occurs in a generally sandy layer extending from approximately 20 feet bsg to 36 feet bsg. The <br /> sedimentary units are relatively horizontal and continuous over the area. <br /> 2.5. REGIONAL GEOLOGIC CONDITIONS <br /> The site is situated within the Great Valley Geomorphic Province of California, a large, elongate <br /> northwest tending, asymmetric structural trough. The Great Valley Province has been filled with <br /> thick sequences of sediment ranging in age from Jurassic to Recent, creating a nearly flat lying <br /> alluvial plain, which extends from the Tehachapi Mountains in the south to the KIamath Mountains <br /> in the north. The western and eastern boundaries of this province are comprised of the California <br /> Coast Range and the Sierra Nevada, respectively. Rocks composing the basement complex of the <br /> province have not been completely defined but are believed to be of metamorphic and igneous <br /> origin. The Great Valley Province has been subdivided into two major divisions identified as the <br /> Sacramento and San Joaquin Valleys. <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). This basin is drained primarily by the San Joaquin River. <br /> Adi,anced GcoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.