My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_REMEDIAL ACTION PLAN
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MASCOT & MARINA
>
0
>
2900 - Site Mitigation Program
>
PR0521796
>
ARCHIVED REPORTS_REMEDIAL ACTION PLAN
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/12/2020 4:19:27 PM
Creation date
3/12/2020 2:46:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REMEDIAL ACTION PLAN
RECORD_ID
PR0521796
PE
2960
FACILITY_ID
FA0014798
FACILITY_NAME
MOUNTAIN HOUSE NEIGHBORHOOD A - E
STREET_NUMBER
0
STREET_NAME
MASCOT & MARINA
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
20945002 - 20
CURRENT_STATUS
01
SITE_LOCATION
MASCOT & MARINA BLVD
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.
/
34
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
Mr.Mark Clardy <br /> Page 7 <br /> April 3, 2006 <br /> • the investigation, the areas to be remediated were identified. However, Shell is committed to <br /> ' addressing additional contamination related to the former Shell pipeline should it become <br /> apparent during site grading. <br /> ' Groundwater Protection <br /> As noted previously, a separate document will be prepared to address any required remediation <br /> of groundwater. The rationale for this approach is that groundwater concentrations are most <br /> reliably obtained from monitoring wells,which are not currently present at the site. Earthwork <br /> activities at the site influence the timing of monitoring well installation, as the wells are difficult <br /> ' to protect from damage during earthwork and hinder efficient grading activities. Once the <br /> monitoring wells are installed,the concentrations in groundwater samples collected from the <br /> wells will be compared to water quality objectives(WQOs) established by the RWQCB. If <br /> ' groundwater concentrations exist in excess of the WQOs, an evaluation of residual petroleum <br /> hydrocarbons in soil and the leachible constituents in the soil will be performed. If residual <br /> petroleum hydrocarbons contain leachible constituents that could result in groundwater <br /> ' concentrations in excess of the WQOs, a remedial approach to reducing the leachible <br /> constituents will be developed. The remedial approach will involve in-situ technology, likely an <br /> enhanced bioattenuation approach or an oxidation approach. A detailed plan will be developed <br /> ' at that time. <br /> PRE-FIELD AND FIELD PROCEDURES <br /> The following sections describe SAIC's pre-field and field procedures for collection of soil <br /> samples for pre-profiling soil to the landfill and for leachibility testing. <br /> ' Pre-Field Procedures <br /> SAIC will obtain necessary soil boring permits for the proposed drilling activities from the San <br /> Joaquin County Environmental Health Department(SJCEHD)prior to fieldwork. In addition, <br /> SAIC will provide the SJCEHD with a copy of the existing access agreements between Shell and <br /> the property owners. <br /> ' SAIC will mark the proposed boring locations and the site boundaries with white paint and notify <br /> Underground Service Alert at least 48 hours prior to commencement of any subsurface <br /> fieldwork,as required by law. <br /> In addition, SAIC will utilize low-hazard penetration techniques (hand auger or air knife)for the <br /> first 5 feet to determine the locations of subsurface assets or hazards. <br /> Soil Sampling Procedure <br /> SAIC will contract a California-licensed(C-57)driller to operate truck-mounted GeoProbe <br /> direct-push equipment and advance the proposed shallow boreholes. Soil cores will be obtained <br /> using a core barrel sampler,which is approximately 4 feet long and 2 inches in diameter. The <br /> t core barrel sampler contains a plastic acetate liner that retains a relatively undisturbed soil core <br /> from which soil samples are collected. The soil samples selected for analysis will be cut from <br /> the plastic liners, sealed with Teflon tape and plastic end caps, labeled with identifying <br />
The URL can be used to link to this page
Your browser does not support the video tag.