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ARCHIVED REPORTS_XR0006084
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545601
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ARCHIVED REPORTS_XR0006084
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Last modified
3/23/2020 5:00:52 PM
Creation date
3/23/2020 4:47:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006084
RECORD_ID
PR0545601
PE
3528
FACILITY_ID
FA0003588
FACILITY_NAME
EAGLE ROOFING PRODUCTS
STREET_NUMBER
2191
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331006
CURRENT_STATUS
02
SITE_LOCATION
2191 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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v <br /> 07 May 2004 <br /> AGE-NC Project No 98-0534 <br />' Page 10 of 14 , <br /> 2 5 GROUND WATER DEPTH AND FLOW DIRECTION <br /> Based on the San Joaquin County Flood Control District and Water Conservation District Lines of <br /> Equal Depth-of Water Wells Fall 1996 map, the estimated depth to ground water in the vicinity of <br />' the site is 10 and 20 feet below surface grade (bsg) Historical ground water depths have been as <br /> great as 20 feet bsg Based upon information obtained from the UST removal, ground water was at <br /> a depth of approximately 15 feet bsg Based on ground water information obtained from wells on <br /> the site the average depth to ground water was 10 to 12 feet bsg <br />' Based upon data obtained from nearby sites, the prevailing ground water flow direction in the <br /> vicinity of the site is estimated to be north However, flow direction may be both locally and <br /> seasonably variable The Stockton Deep Water Channel is the nearest surface water feature to the <br />' property, located approximately 1,750 feet north of the site Water from the channel drains into the <br /> San Joaquin River and is primarily used for commercial and recreational boating,with agricultural <br /> as a secondary use The channel contains water continually and has a potential tidal effect upon <br />' ground water depth or flow direction in the area The Stockton Deep Water Channel is a water body <br /> which is impacted by semi-volatile organic compounds (PCP/Dioxin) and not suitable for <br /> recreational use, human consumption nor agricultural use <br /> gr <br /> Depth to ground water was measured atapproximately 9 33 feet bsg during a 06 February 2004 <br /> p <br /> ground water monitoring event at the site, ground water flow direction was inferred towards the <br /> northwest at a gradient of 0 02 ft/ft <br /> 3.0. GROUND WATER MONITORING EVENTS: JUNE 2000 TO MARCH 2001 <br /> Ground water monitoring was performed at the site on nine occasions 02 August 2000, <br />' 18 December 2000, 29 May001, 08 January 2002, 14 June 2002, 02 October 2002, 23 January <br /> 2003, 31 October 2003 and ONFebruary 2004 Dunn'g4his time, depths to ground water from wells <br /> MW-1 through MW-8 were measured between 7 and' 13 46 feet below the tops of the well <br />' casings Generally,ground water elevation at the site decreased approximately 0 31 feet between the <br /> '- August and-December 2000 monitoring events, ground water-elevation-increased approximately <br />' 2 87 feet between December 2000 and January 2002 ground water monitoring events, ground water <br /> elevation decreased approximately 4 82 feet between January 2002 and October 2002 ground water <br /> monitoring events,ground water elevation increased approximately 3 84 feet between October 2002 <br />' and January 2003 ground water monitoring events,ground water elevation decreased approximately <br /> 3 84 feet between January 2003 and October 2003 ground water monitoring events, and ground <br /> water elevation increased approximately 3 32 feet between October 2003 and February 2004 ground <br />' water monitoring events Ground water monitoring data in the area of MW-1 through MW-8 <br /> indicated a ground water flow direction generally toward the northwest at gradient of approximately <br /> M0 02 ft/ft (Figure 4) Due to the Slow gradient at the site, slight variations in ground water <br /> 1 Advanced GeoEnvi ron mental,Inc ` <br /> 1 y <br /> r <br />
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