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SITE INFORMATION AND CORRESPONDENCE_1993-2003
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_1993-2003
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Last modified
4/7/2020 3:15:47 PM
Creation date
4/7/2020 2:41:40 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1993-2003
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Draft Soils FS Memorandum -12- 14 September 1993 ' <br /> DDRW, Sharpe <br /> would be in the order of 1 to 2 months to complete this remedial alternative. This remedial <br /> alternative should be reevaluated and revised accordingly. <br /> r. Page 5-51, Section 5.2.2, Alternative 2C - Treatment Technologies - In-Situ Volatilization: <br /> This section states that testing indicated the soils of the South Balloon Area to be more <br /> permeable than the soils located in the Firefighting Training Area. The South Balloon Area <br /> was formally a landfill and was therefore, expected to exhibit different subsurface stratigraphy <br /> than the rest of the installation. It is unclear if the extent of the landfills, burial trenches, <br /> burn pits, etc. that have affected the subsurface stratigraphy (estimated areas and depths of <br /> disturbed soil or fill material) have been estimated. Boring logs and the ground penetrating <br /> radar investigations may provide sufficient information to make these estimates which should <br /> be summarized and presented in the FS. <br /> S. Section 6.0, Detailed Evaluation of Alternatives, Discussion: <br /> Alternatives for Lead and Chromium Contaminated Soil <br /> I C-Containment--Asphalt Cap: <br /> This alternative as summarized in Table 6.2-1 does not provide a permanent solution. In <br /> addition, the proposed design of the asphalt cap does not meet potential ARARs which address <br /> capping specification requirements. Therefore, this is not an acceptable alternative (see <br /> CVRWQCB Comment 10 on the February 1992 Draft Soils FS for additional comments). <br /> 2A-Treatment--Flration/Solidification: <br /> Conceptually, fixation/solidification is an acceptable alternative. However, a bench scale <br /> treatability study should be performed to demonstrate the effectiveness in fixing the <br /> contaminants of concern in order for the solidified material to qualify as an inert waste, as <br /> defined in Chapter 15. If this cannot be demonstrated, residual leachate may continue to <br /> threaten water quality and additional measures would be necessary to protect water quality. <br /> Without such a demonstration, the viability.of this alternative cannot be demonstrated prior to <br /> its selection as a remedial alternative. <br /> Other issues to consider include: 1. Process is very waste specific. Bench tests required to <br /> determine process applicability. 2. Organics content (e.g., > 15%) may interfere with metals <br /> stabilization process. 3. Variable soil conditions or waste distribution may result is <br /> inconsistent stabilization/treatment. 4. Commonly used analytical methods may not be <br /> sufficient to evaluate the effectiveness of the treatment process or long term stability of the <br /> treated matrix (Remedial Technologies Applications Matrix For Base Closure Activities, CA <br /> Military Base Closure Environmental Committee, April 1993). <br />
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