My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHRISMAN
>
25700
>
2900 - Site Mitigation Program
>
PR0508450
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
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
Scanner
SJGOV\wng
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.
/
2212
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
MEMORANDUM <br /> CALIFORNIA REGIONAL VV#R QUALITY CONTROL BOARAENTRAL VALLEY REGION <br /> 3443 Routier Road, Suite A Phone: (916) 361-5600 <br /> Sacramento, CA 95827-3098 ATSS Phone: 8-495-5600 <br /> TO: Antonia K. J. Vorster FROM: Camilla Williams <br /> Senior WRC Engineer Engineering Geologist <br /> DATE: 29 August 1991 SIGNATURE: 12 t4 <br /> SUBJECT: REVIEW OF INTERIM REMEDIAL MEASURE (IRM) PROVE-OUT PHASE REPORTS, DEFENSE <br /> DISTRIBUTION REGION WEST (DDRW), TRACY, SAN JOAQUIN COUNTY <br /> I have reviewed the reports for the Prove-Out Phase of the IRM. The reports were <br /> prepared by Ensotech, Inc. for the Corps of Engineers and were submitted on 10 July <br /> 1991 . Submittal of the following reports were required by required by Waste Discharge <br /> Requirements Order No. 90-275. <br /> "Prove-Out of the Interim Ground Water Remediation System", <br /> "Installation Data Report", <br /> "Geologic Well Logs", <br /> "Site Specific Quality Management Plan (SSQMP)", <br /> "Start-up Schedule" . <br /> My overall comment on the reports is that there appears to be a lack of an exchange of <br /> data between the different contractors for the IRM and the Remedial Investigation/ <br /> Feasibility Study (RI/FS) . Therefore, all of the available data are not being used in <br /> making technical decisions. Tracy needs to implement a system by which the data <br /> developed in the RI/FS can be used for the IRM and any future expansions of the IRM, <br /> and likewise, to use the data developed for the IRM for the site-wide RI/FS and final <br /> remedial design for the ground water cleanup. <br /> The major deficiency of the IRM, as reported in these documents, is that one of the <br /> injection wells does not perform as designed. There was no discussion in the reports <br /> on the possible reasons for the poor performance of this injection well . Tracy should <br /> evaluate all of the hydrogeologic data to determine if the poor well performance can <br /> be attributed to well design, construction, lithology, or some other factor. Tracy <br /> should use the evaluation of this well performance to avoid similar problems with <br /> future injection wells and to optimize the performance of the final ground water <br /> remedial action. <br /> My review concentrated primarily on the Prove-Out of the Interim Ground Water <br /> Remediation System, Installation Data and Geologic Well Logs Reports. My comments and <br /> concerns on these documents are discussed below. <br /> PROVE-OUT OF THE INTERIM GROUND WATER REMEDIATION SYSTEM REPORT <br /> 1. Page 4. The static water level (SWL) in the injection wells appears to have been <br /> monitored between 1500 and 1555 (about one hour) on 11 April 1991. The WDRs do not <br /> specify any requirements for monitoring of the SWL. Generally, a 24 hour period <br /> is used to monitor the SWL prior to conducting any aquifer test. Because the IRM <br />
The URL can be used to link to this page
Your browser does not support the video tag.