My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
B
>
1604
>
3500 - Local Oversight Program
>
PR0543431
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 12:04:16 PM
Creation date
2/5/2019 11:49:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
172
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
The depth to first groundwater beneath the Site as observed during the Fourth Quarter — 2008 was <br /> approximately 45 feet below the top of the well casings (TOC). This water is unconfined and <br /> represents the piezometric surface beneath the Site. Based on the Fourth Quarter—2008 measurements, <br /> the groundwater flow beneath the Site is directed generally towards the east-southeast at an average <br /> gradient of 0.001. A summary of the TOC elevations, groundwater depth measurements and Mean Sea <br /> Level elevations is presented on Table 5. <br /> 1.4 Purpose <br /> The purpose of the SCM is to summarize previous environmental engineering services conducted at <br /> the Site, describe current environmental conditions and summarize associated potential exposure <br /> pathways. <br /> 2.0 SITE CONCEPTUAL MODEL <br /> Generalized Site Conceptual Models"depicting the Site conditions as viewed looking west and north <br /> are presented on Figures 7 and 8, respectively. Soil boring logs for each boring and monitoring well <br /> advanced at the Site to date are presented in Appendix A. As shown on Figure 7, when viewing the <br /> Site looking west, residual hydrocarbons are limited to the capillary fringe and saturated soil near well <br /> VW-2 located east of the former UST excavation. The dissolved hydrocarbon groundwater plume <br /> appears to be sourced from the former UST locations, and extends to the east and southeast <br /> (downgradient) to wells MW-2, MW-14 and VW-2. Based on the order of magnitude decrease in <br /> concentrations in the samples from deep-screened well MW-2 compared to shallow-screened wells <br /> MW-14 and VW-2, extensive vertical migration of petroleum hydrocarbons in groundwater is not <br /> apparent. <br /> When viewing the Site looking north, the residual soil impacts appear to extend from the east end of <br /> the former gasoline UST location approximately 30 feet deep to groundwater. Impacted soil was not <br /> encountered in the soil samples collected from wells VW-1 and VW-2 above the groundwater surface; <br /> therefore, it appears that the impacted soil is limited to the area between the two wells, an area less <br /> than 30 feet across. The lateral extent of the dissolved hydrocarbon groundwater plume extends east of <br /> "the former UST locations to wells VW-2, MW-13 and MW-6. Impacts were not reported for the <br /> samples from well MW-1, apparently due to the presence of a submerged screen in this well, which <br /> again shows that extensive vertical migration of petroleum hydrocarbons in groundwater is not <br /> apparent. The lateral extent of the dissolved hydrocarbon groundwater plume may not be fully defined <br /> due to the submerged screens present in perimeter wells MW-5, MW-6,MW-10 and MW-11. <br /> Project No.Stockton Yard,Task Order.No.45 -3- Caltrans Contract 03AI368,EA No. 10-ON8300 <br /> Project No.S9300-06-45 January 28,2009 <br />
The URL can be used to link to this page
Your browser does not support the video tag.