My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT
>
308
>
2900 - Site Mitigation Program
>
PR0540772
>
ARCHIVED REPORTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2021 11:06:29 AM
Creation date
5/28/2021 10:44:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0540772
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\dsedra
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
242
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
31 January 2013 <br />AGE-NC Project No. 02-0926 <br />Page 9 of 21 <br />6.0. SENSITIVE RECEPTOR SURVEY <br />The purpose of the sensitive receptor survey is to locate vertical conduits within a 2,000 <br />foot radius of the site, such as municipal, domestic, irrigation or groundwater monitoring <br />wells, which could serve as potential pathways for contaminant migration to groundwater <br />Currently, a formal sensitive receptor survey has not been performed or submitted for the <br />site. However, it is AGE's understanding that drinking water near the site is currently <br />supplied by the private groundwater well system, maintained by California Water Service <br />Company (Cal-Water). <br />7.0. SITE CONCEPTUAL MODEL <br />Based on the data collected to date from soil borings and groundwater monitoring wells, <br />AGE has developed a site conceptual model for the release, migration and distribution of <br />the contaminants in the subsurface as described below: <br />Release(s) of petroleum hydrocarbons occurred from beneath the UST area. Once <br />released into the subsurface, petroleum contaminants migrated vertically through the <br />uppermost fine grained lithology units between surface grade and approximately 40 feet <br />bsg, then migrated vertically and laterally in coarser grained lithologies located between <br />40 and 55 feet bsg. Based on the columnar nature of the impact, it is likely that <br />groundwater was significantly lower than current depths (30 feet bsg) during the time <br />hydrocarbons were released from the formerly installed UST system. Since groundwater <br />was likely lower than currently measured levels, significant saturated soil impact is located <br />at the site between 30 feet bsg to 55 feet bsg. <br />The adsorbed and dissolved hydrocarbon impact at the site is generally columnar in shape <br />and lateral impact is highly limited. Vertically, hydrocarbons have been detected <br />intermittently in deeper monitoring zones located at 60 feet bsg, but it appears that the <br />hydrocarbon plume is vertically defined by these low to non-detections. Laterally, the <br />shallow groundwater plume is largely defined by the well network currently established at <br />the site. However, the plume is somewhat undefined to the east of monitoring well MW-5. <br />Soil and groundwater at the site is generally impacted by TPH-g, TPH-d, BTEX, EDB, <br />1,2-DCA and TAME. The bulk of the petroleum contaminants above the current water table <br />(30 feet bsg) have been remediated by soil vapor extraction activities and a small portion <br />of the saturated zone soil impact and shallow groundwater impact have been remediated <br />by an in-situ air sparging (IAS) pilot test. Historical remedial action performed at the site <br />to date is described in detail in Section 8.0 below. <br />Advanced GeoEnvironmental, Inc.
The URL can be used to link to this page
Your browser does not support the video tag.