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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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1 <br /> Mr. Maurice Benson • - 2 - 0 19 March 2008 <br /> Defense Logistics Agency I <br /> Aquifer Cleanup Level (ACL) wells: a well used to determine if a VOC ACL or the <br /> dieldrin ACL in the sanitary sewer dieldrin plume has been achieved is called an <br /> ACL Compliance Well; a well used to determine if the dieldrin ACL in the <br /> northwest corner plume has been achieved is called an ACL Attenuation Well. <br /> At this time, there is no need for the term Attenuation Well and therefore, no <br /> need for a separate dieldrin chart. <br /> 2. Site-specific monitoring requirements are established in the April 1998 Site-Wide <br /> Comprehensive Record of Decision (ROD). Section 9.1.2 identifies the Well <br /> Monitoring Program and provides for annual review to ensure that the well <br /> locations, monitoring frequency, water level measurements, and analytes are <br /> optimized for the long term at each site recommended for further action. The <br /> ROD requires that monitoring wells at each of these sites be monitored for ROD- <br /> specified analytes for no less than three years after soil and groundwater <br /> cleanup standards have been attained. To this end, each proposed revision to <br /> the Well Monitoring Program Decision Logic must meet this ROD requirement. <br /> The Final Report must demonstrate that the monitoring well network for each of <br /> the sites with ROD-specified remedies complies with this requirement. <br /> 3. There are three key components to the proposed Decision Logic: well type, <br /> sampling frequency for each type, and an introduced variable titled preferred well. <br /> a. Well Type. A well type is defined by its position in relation to the plumes <br /> of contaminants of concern (CDCs), whether or not it is new, or by <br /> reference to monitoring requirements specified in the ROD. Regional <br /> Water Board staff has no objections to the following proposed well types <br /> on Figure 6.3-1: New Well, Compliance Well, and Guard Well for the <br /> proposed VOC Decision Logic, provided the requirements of the ROD <br /> Section 9.1 Monitoring Program, including Table 9-2, are satisfied. As <br /> discussed in Comment 1 above, Regional Water Board staff sees no <br /> need for the term Attenuation Well and therefore, no need for the <br /> separate dieldrin chart shown on Figure 6.3-2. <br /> b. Sampling Frequency. DESJC is proposing significant reductions in the <br /> frequencies that various well types would be sampled. However, the <br /> Draft Report does not present justification for reducing the frequency of <br /> groundwater sampling. For consistency and Remedial Program <br /> Manager consensus, a valid scientific approach needs to be defined, <br /> utilized, and presented in the Final Report. The approach should <br /> consider the rate of COC concentration changes and the magnitude of <br /> concentration variability observed. <br /> c. Preferred Well. The Draft Report references `preferred well'in <br /> Section 6.3.2 on page 6-3, and in Table 6.3-1 on pages 6-5 through 6-30. <br /> In Section 6.3.2, the Draft Report states the following: <br />
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