My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MINER
>
601
>
2900 - Site Mitigation Program
>
PR0506054
>
ARCHIVED REPORTS_NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/13/2020 10:09:52 PM
Creation date
3/13/2020 4:54:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
RECORD_ID
PR0506054
PE
2960
FACILITY_ID
FA0007173
FACILITY_NAME
FORMER VINTAGE CARWASH (VACANT LOT)
STREET_NUMBER
601
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13931025
CURRENT_STATUS
01
SITE_LOCATION
601 E MINER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
588
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
' SITE GEOLOGY AND HYDROGEOLOGY <br /> ' The Site is located in the San Joaquin sub-basin of the Great Valley Sequence. The Great Valley is <br /> composed of a thick sequence of sedimentary formations derived from the erosion of the ancestral <br /> Sierra Nevada mountain range to the east. Geological maps from the United States Geological Survey <br /> show that the Site overlies alluvial soils associated with the Calaveras River from the Holocene and/or <br /> the upper Pleistocene. <br /> ' The site-related boring logs show silty sand with gravel fill covering the Site extending from the <br /> ground surface to between 1.0 and 1.5 feet. Alluvial soils consisting of moist, firm, clay and clayey <br /> silts underlie the fill to approximately 25 feet. From 25 feet to the deepest total depth explored of <br /> ' approximately 120 feet, discontinuous lenses of silty sand and sand are alternately developed within <br /> the clay and silty clay matrix. At least three sand lenses have been identified during investigations at <br /> the Site with monitoring wells completed within each of these zones. The shallow zone extends from <br /> approximately 25 feet to 60 feet; the intermediate zone extends from approximately 60 to 75 feet; and <br /> ' deep zone extends from approximately 110 to 120 feet. The readily available site-related boring logs <br /> are presented in Appendix A. <br /> The site-related groundwater monitoring wells are completed in at least two separate saturated sand <br /> lenses referred to in past documents as the shallow zone (MW-1 through MW-7, GWX-1 and VX-1), <br /> the intermediate zone (MW-8, MW-10 and MW-12) and the deep zone (MW-9, MW-11 and MW-13). <br /> ' Based on our review of the site hydrogeology, the intermediate zone is the same saturated sand lens as <br /> the shallow zone but with the wells screened at the base of the sand lens rather than across the top of <br /> the lens.The well construction details for the above listed wells are presented in Table 4. <br /> ' The Third Quarter—2009 groundwater elevation data show the groundwater flow in the shallow zone <br /> directed east-northeast at a gradient of 0.004, the groundwater flow in the intermediate zone directed <br /> ' east at a gradient of 0.006, and the groundwater flow in the deep zone directed east-northeast at a <br /> gradient of 0.005. These flow directions and gradients are generally consistent with past gradient and <br /> flow directions observed for the Site. <br /> ' NATURE AND EXTENT OF SOIL AND GROUNDWATER IMPACTS <br /> TPHg and BTEX are the primary residual constituents in the soil and groundwater beneath the Site. <br /> ' The cumulative soil analytical data for the Site are included in Table 1. These data show that the <br /> distribution of petroleum hydrocarbon soil impacts is primarily located between 30 and 50 feet, depths <br /> typically below the recent historical groundwater surface. Our recent SVE pilot testing confirmed the <br /> absence of vadose zone impacts at the Site. Therefore, this CAP is specific to the residual dissolved <br /> petroleum hydrocarbons in the groundwater beneath the Site. <br /> ' The cumulative historical groundwater analytical data are summarized in Tables 2 and 3. The <br /> monitoring well construction details are summarized in Table 4. The lateral distribution of the <br /> dissolved petroleum hydrocarbons in groundwater is limited to within no greater than 175 feet <br /> downgradient of the former onsite USTs as supported by the absence of TPHg in monitoring wells <br /> ' MW-5 and MW-6 over the past 8 years. The greatest dissolved concentrations remain onsite in the area <br /> of the former USTs in the vicinity of wells MW-1 and GWX-1 with order of magnitude lower, <br /> concentrations in cross-gradient wells MW-2 and MW-3. Vertically, the distribution of dissolved <br /> petroleum hydrocarbons is limited to the shallow and intermediate zone (the same sand lens). The <br /> approximate lateral and vertical distribution of the dissolved petroleum hydrocarbons in the <br /> groundwater beneath the Site are schematically depicted on the geologic cross-sections and conceptual <br /> ' site model included in Appendix B. <br /> ' Project No.S9183-06-02 -3- November 11,2009 <br />
The URL can be used to link to this page
Your browser does not support the video tag.