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SITE INFORMATION AND CORRESPONDENCE_2004-2014
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_2004-2014
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Last modified
4/7/2020 2:56:47 PM
Creation date
4/7/2020 2:44:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
2004-2014
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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EHD - Public
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Mr. Maurice Benson <br /> January 13, 2010 <br /> Page 3 <br /> Specific Comments <br /> 1.) Sheet #3, P-5A Source Area Soil Gas and Groundwater Well Locations; <br /> Comparing the TCE soil vapor analytical results from Figure 6-1 of the <br /> comprehensive cone-penetrometer testing results to Sheet #3, identifies that the <br /> current placement of SVE wells corresponds in general to locations where <br /> elevated concentrations of TCE in soil vapor were detected. For example, the <br /> placement of SVE-4 agrees with the TCE vapor detected at CP1145, and SVE-5 <br /> corresponds to the high vapor levels at SB1104. DTSC notices that CP1127 <br /> recorded TCE vapors as high as 1200 ppbv yet there are no SVE wells proposed <br /> in the general vicinity. <br /> As presented, the closest SVE well to the known contamination at CP1127 is <br /> SVE-1, but this well is over 50 feet to the east of the location leaving the next <br /> closest SVE well as SVE-2 which is at least 75 feet to the north of the CPT1127 <br /> location. DTSC recommends that the current SVE system layout be re-evaluated <br /> to determine whether the current well placement is adequate to remediate the <br /> soil vapors present at CP1127. If the evaluation deems the system provides <br /> inadequate coverage for the remediation of CP1127 vapors, then the design <br /> should be modified with either rotating the current SVE system layout or adding <br /> an additional SVE well to the system design. DESJC should clearly identify in <br /> the report the planned actions to remediate the TCE vapor concentrations at <br /> CP1127. <br /> 2.) Page 5, section 3.4.1.2; The design proposes that carbon units are to be <br /> sampled before the first and after the second carbon unit. Sampling after the <br /> second carbon unit that is in parallel with the first would only provide a composite <br /> sampling result, which wouldn't provide any useful information on the individual <br /> performance of the carbon vessels, including breakthrough. DTSC recommends <br /> that additional sampling ports are installed on each of the carbon vessels' <br /> effluent lines for individual assessment of each carbon vessel's performance. <br /> 3.) Page 4, section 3.3.3; The report states that the planned SVE blower operating <br /> at 1,600 revolutions per minute (rpm) will provide 150 standard cubic feet per <br /> minute flow between 2 to 12 inches of mercury vacuum. Reviewing Table 1 for <br /> the SVE friction loss and Figure 1 for the blower curves indicates that the current <br /> system design at 1,600 rpm will be operating the blower at the upper end of its <br /> operational capacity, which would not allow for added flexibility if future <br /> modifications to the system are necessary. Additionally, the current design does <br /> not specify whether the blower motor includes a variable frequency drive (VFD). <br />
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