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SITE INFORMATION AND CORRESPONDENCE
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Last modified
10/23/2018 5:43:15 PM
Creation date
10/23/2018 2:19:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0529622
PE
2960
FACILITY_ID
FA0019603
FACILITY_NAME
APPLIED AEROSPACE STRUCTURES CORP
STREET_NUMBER
3437
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17702033
CURRENT_STATUS
01
SITE_LOCATION
3437 AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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• <br />PARSONS <br />2121 North California Boulevard, Suite 500 • Walnut Creek, California 94596 • (925) 941-3700 • Fax: (925) 979-9781 • www.parsons.com <br />September 17, 2004 <br />Ref: 440269 <br />Gerald J. Djuth <br />California Regional Water Quality Control Board <br />Central Valley Region <br />11020 Sun Center Drive 9200 <br />Rancho Cordova, CA 95670 <br />Subject: Installation of Offsite Monitoring Well MW -15 <br />Lot Adjacent to Applied Aerospace Structures Corporation <br />Stockton, California <br />Dear Mr. Djuth: <br />The purpose of this letter report is to document the successful installation and initial <br />sampling of the new offsite monitoring well MW -15. Drilling, well construction, and <br />initial sampling were completed in accordance with the Work Plan for Monitoring Well <br />Installation, Offsite Southeast of MW -SR which was submitted to the RWQCB on <br />October 23, 2003. <br />The well was constructed on Wednesday July 21, 2004, and developed on Monday <br />July 26. A dedicated low -flow sampling pump was set on July 28 with the intake <br />approximately at mid -screen depth. The bottom depth of the 10 -foot screened interval <br />was constructed at 64 R as compared to 63 ft bottom of the screened interval in well <br />MW -5R. As indicated on the attached boring log, water -bearing fine-grained silty sand <br />was encountered throughout most of the screened interval of MW -15 and a finer grained <br />layer identified as sandy clay was encountered at the bottom of the hole. <br />The installed location of the well is very close to the planned location shown on Figure 1. <br />Final coordinates and elevation will be determined soon; surveying has been scheduled to <br />be performed this week. The local groundwater gradient in the vicinity of the well will be <br />determined when the elevation of the well has been calculated. <br />The initial groundwater sample was collected from MW -15 on August 18th during the <br />site annual groundwater monitoring event. As summarized in Table 6, the analytical <br />results for the site as a whole were comparable to previous quarters and within historical <br />concentration ranges. The sample from MW -15, yielded detections of TCE (4.4 µg/L) <br />and l,l-DCE (0.9 µJL) which appears to be consistent with downgradient migration of <br />contaminants from the vicinity of MW -5R. Concentrations at MW -5R were comparable <br />to historical results for previous summer conditions: TCE (43 µg/L) and 1,1-DCE (3.9 <br />µg/L). <br />
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