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SITE INFORMATION AND CORRESPONDENCE_FILE 2
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PR0504943
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SITE INFORMATION AND CORRESPONDENCE_FILE 2
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Last modified
6/17/2020 4:01:50 PM
Creation date
6/17/2020 3:15:51 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Mr. William Bergvall <br /> Former American Forest Products <br /> 2801 N. West Lane <br /> Page 2 of 3 <br /> • Well construction details in Table 1 for MW-1 through DMW-7 appear to be <br /> incorrect. They are inconsistent with specifications noted in the soil boring logs <br /> and tables in previous reports. This issue was previously noted by EHD by letter <br /> dated May 5, 2005 and has not been corrected or commented on by URS. <br /> The 2005 Report, prepared by URS, included the QMR data for all four quarters in the <br /> year 2005. This report was submitted to the EHD only as a hardcopy and was not <br /> submitted to Geotracker, the State Water Resources Control Board internet database <br /> system. In this report URS concludes there to be downward contaminant concentration <br /> trends for all wells (as noted in the NFAR) exce t for DMW-9. The well construction <br /> detail errors previously noted by the EHD were still not corrected in the 2005 QMR. <br /> Included in this report was a recommendation hat closure status be decided upon <br /> results of quarterly data collected during year 2006. EHD has not received any QMRs in <br /> Geotracker for the years 2005 or 2006. <br /> The DWP, prepared by URS, contains a proposal o advance soil borings and install two <br /> new monitoring wells 30 to 90 feet down gradient of DMW-9 with screen intervals similar <br /> to those of DMW-9. Provide.the EHD a site plan with the proposed well locations and a <br /> cross section showing the dissolved plume extent and inferred migration pathways in the <br /> downgradient direction so the EHD can evaluate t e revised work plan. <br /> EHD directs that all documents submitted to the EHD since January 2005, including <br /> workplans, investigation reports, and QMRs, be submitted by April 13, 2007 to <br /> Geotracker. Please include in the reports the torr ct well construction details for DMW- <br /> 1 through DMW-7. California Code of Regulations (CCR) Title 23, Section 2652 (d) <br /> requires responsible parties to submit reports to the local agency (EHD) every three <br /> months (quarterly) until investigation and clean-up of the site are complete. CCR Title <br /> 23, Section 3890 — 3895 requires responsible par,les to submit reports on Geotracker. <br /> Quarterly monitoring and reporting is to continuE until the site is closed or you are <br /> directed otherwise by the EHD. <br /> On February 27, 2007 the EHD met with Tony. Minc ling, Professional Geologist for URS, <br /> and William Bervall of the former American Forest Products to discuss the current status <br /> of the site and how to proceed toward closure. During the meeting,. Mr. Mindling <br /> provided hard copies of figures for 1,2-DCA concentration trends in DMW-2, DMW-5, , <br /> DMW-6, and DMW-9 that included groundwater analytical results for the. Year 2006. IrI <br /> The. DMW-9 graph showed an increasing trend Df 1,2-DCA while DMW-2, DMW-5, l <br /> DMW-6, and DMW-9 graphs all showed decreasing trends of 1,2-DCA. Mr. Mindling <br /> proposed additional site investigation by installing two new monitoring wells down <br /> gradient from DMW-9. The EHD considered this roposal to be inadequate. DMW-9 <br /> has elevated dissolved 1,2-DCA between 60 and 70 feet below surface grade (bsg) as <br /> does monitoring well DMW-6 between 30 and 52 feet bsg and there are potential lateral <br /> data gaps in these areas in those intervals. Therefore, more data should be collected to <br /> fully delineate the lateral and vertical extent of 1,2-DCA and to produce a <br /> hydrogeological site conceptual model (SCM). P for to preparing or conducting any <br /> further investigation, Mr_ Mindling agreed to condu t a file review, generate an SCM to <br /> also be submitted to Geotracker, submit all requirec documents issued since January 1, <br /> 2005 to Geotracker, and revise the DWP to conduct additional site investigation (based <br /> on SCM data and information). The SCM shOL Id include plume maps and cross <br /> sections showing site lithology, permeable pathways, well screens, data points, and <br />
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