My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0004479
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LARCH
>
425
>
2900 - Site Mitigation Program
>
PR0541913
>
ARCHIVED REPORTS_XR0004479
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2020 5:40:24 PM
Creation date
2/13/2020 1:51:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004479
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
74
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
i <br />' 2005 1"Quarter Groundwater Report <br /> • Frontier Transportation <br /> April 28, 2005 <br /> Page 3 <br /> 3.0) SITE GEOLOGY/HYDROGEOLOGY <br /> IThe site is located on the boundary of the Sacramento Valley and the San Joaquin Valley <br /> within the west-central portion of the Great Valley Geomorphic province of California The <br /> IGreat Valley has been filled with a sequence of older to younger alluvium of Pliocene to <br /> Holocene age which overlay sedimentary rocks of Cretaceous to Tertiary age These sedimentary <br /> units, in turn, overlay a crystalline basement of Paleozoic and Mesozoic metamorphic and <br /> igneous rocks The shallow subsurface geology in the site vicinity is a heterogeneous mix of <br /> gravel, sand, silt, and clay (Reference Site Characterization Resort, Twining Laboratories, <br /> October 16, 1996) BEII encountered predominantly clays with traces of interbedded sands from <br /> 0' to 25' bgs during well advancement in January of 1998 M-2 <br /> ��aa" <br /> First subsurface water was encountered at depths from lYto 1z' bgs during tank removal <br /> and monitoring well installation at this site in 1995 and 1996 Since then, first subsurface water <br /> has been encountered beneath the site between 6' and 10' bgs Data collected in March of 2005 <br />' identified the flow of groundwater bearing N25°W in the northwestern corner, S60°W along the <br /> south and N15°E along the eastern side of the site The groundwater flow is generally a western <br /> direction beneath the site (See Figure 3, Groundwater Gradient Map) Historic first subsurface <br />' groundwater data identified a vest or southwest flow beneath the site Groundwater was also <br /> encountered at approximately335' bgs during installation of deep monitoring wells MW-12 <br /> through MW-16 and MW-18 The potentiometric groundwater levels to these deep wells, <br />' however, were similar to the first subsurface water levels <br /> Hydrographs are presented as Figures 4 and 5 for shallow groundwater monitoring wells <br /> (up to 25-feet bgs) and deep groundwater monitoring wells (40-feet bgs) Groundwater levels <br /> beneath the site appear to be affected by seasonal recharge In general, the groundwater is at its <br />' yearly low in the winter and yearly high in the spring This spring the water levels seemed to be <br /> lower than expected, which could be the result of a dry summer season in 2004 <br />' 4.0) QUARTERLY GROUNDWATER SAMPLE RESULTS <br /> BEA contracted Del-Tech to collect groundwater samples from 9 of the monitoring wells <br />' at the site on March 16, 2005 for laboratory analysis Monitoring wells sampled were MW-1, <br /> MW-3R, MW-9, and MW-13 through MW-18 Groundwater parameters (pH, temperature, and <br /> conductivity) were measured before, during, and after well purging (See Appendix A for <br />' Monitoring Well Field Logs) <br /> Groundwater samples were analyzed for TPH-g and BTEX using EPA methods 8015 and <br /> r8020 and for MTBE, tertiary butyl alcohol (TBA), di-isopropyl ether (DIPE), ethyl tertiary butyl <br />
The URL can be used to link to this page
Your browser does not support the video tag.