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2900 - Site Mitigation Program
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PR0541344
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
12/13/2019 1:09:53 PM
Creation date
12/13/2019 11:01:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Messers Trotnmer and Larson Page 2 <br /> r Re: Annual Five-Year Review Various Sites 08 June 2009 <br /> Page 2 of 2 <br /> well MW-3 appears to have rebounded from 790 pg/L and 2.5 pg/L to 86 , 000 pg/L and 270 <br /> pg/L , respectively. Concentrations of the same analytes in MW-7 are also elevated at 2, 100 <br /> pg/L and 230 pg/L , respectively. Impacted ground water around MW-3 is delineated by <br /> monitoring wells in three directions while it is similarly delineated in only one direction around <br /> MW-7. The impacted groundwater is in an area of high groundwater usage , in fact MW-7 is <br /> approximately 15 feet from a domestic well believed to be only 140 feet deep . <br /> In August 2008, an MIP investigation in the core areas was conducted , but the results have not <br /> been submitted to the EHD for review. At this time the EHD believes additional monitoring of the <br /> core and inboard wells is warranted to more fully understand the import of the recently reported <br /> monitoring results , quarterly monitoring of MW-3 and MW-7 would also be helpful. The EHD <br /> also believes it would only be prudent to review the report of findings for the recent MIP <br /> investigation before making or concurring with a closure recommendation . The EHD would <br /> appreciate your reconsideration of the closure recommendation on this site at this time. <br /> 15 E. Grant Line Road — Your draft letter recommends site closure consideration . The EHD <br /> believes the site is nearly ready for closure consideration but has been seeking to have the <br /> vertical delineation of the plume of impacted groundwater completed and the down-gradient <br /> extent confirmed . The EHD has approved installation of monitoring wells to delineate the vertical <br /> extent based on significant hits in a cone penetration testing (CPT) investigation on site and in <br /> grab samples collected offsite in the down-gradient direction . The EHD has reevaluated the <br /> approved scope of work and reinterpreted the TPHg plume history on the site and now believes <br /> new grab groundwater samples will be sufficient to conclude the issue . The EHD plans to issue <br /> a directive rescinding the approval for the additional monitoring wells and recommending the <br /> acquisition of grab groundwater samples to complete the delineation requirements for site <br /> closure consideration . The EHD would appreciate your reconsideration of a site closure <br /> recommendation at this time. <br /> 2315 N . California Street — Your draft letter repeats last year's recommendation for site closure <br /> consideration . Two additional groundwater monitoring wells have been installed to complete the <br /> lateral delineation of impacted groundwater. The three sampling events conducted to date have <br /> yielded no quantifiable detections of contaminants of concern , although the EHD would prefer to <br /> have an additional monitoring event on these new wells, the EHD will proceed with <br /> recommending site closure consideration and requesting submission of a site closure summary <br /> report. <br /> If you need more information to complete your review of these sites , contact Nuel Henderson , <br /> Engineering Geologist, at (209) 468-3436 or by mail (address on the letterhead) . <br /> Nuel C. Henderson, Jr. , PG <br /> Engineering Geologist <br /> C : Jim Barton , PG , CVRWQCB , 11020 Sun Center Dr. #200, Rancho Cordova , CA 95670 <br /> 5-Year Review Comment Letter 0609.doe <br />
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