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ARCHIVED REPORTS XR0010966
EnvironmentalHealth
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ESCALON
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0010966
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Last modified
9/5/2019 8:46:56 AM
Creation date
9/5/2019 8:18:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010966
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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gcokgicaI Teclu a fac. Page 4 <br /> City of Escalon <br /> Project No.: 750.2 <br /> May 16,2005 <br /> 2.3 Site-specific Hydrogeology <br /> 2.3.1 Lithology and Soil Characteristics <br /> • Top two feet of the site appears to be backfill materials comprised of gravel and sand <br /> PP P <br /> • Brown, poorly sorted, sand from 5 to 10 feet bgs, which overlies a dry, light brown, silt <br /> f unit between 10 and 20 feet bgs <br /> L • The geology from 20 to 30 feet bgs consists of various layers of grey colored silt and sand <br /> • The predominant geology between 30 and 45 feet bgs is comprised of a buff color, poorly <br /> sorted sand containing some clasts greater than 1 centimeter in size <br /> • Grey silt and sandy silt layers were noted between 43.5 and 50 feet bgs <br /> t 1 • Sand characterizes the 50 to 55 foot interval —buff and well sorted at 50 feet bgs grading <br /> Ldown to brown and poorly sorted at 55 feet bgs <br /> A site map showing the locations of streets, structures, wells, and other site-related details is <br /> attached as Figure 2. <br /> 2.3.2 Groundwater Bearing and Gradient <br /> C Groundwater bearing and gradient data has been collected since April of 2000. The historical <br /> groundwater information for the site is as follows: <br /> • Average groundwater elevation is 56.71.AMSL <br /> L,'✓ • Average depth to groundwater is 62.67 feet below grade <br /> • Average bearing is N73°W <br /> • Average gradient is 0.0019 ft/ft <br /> 2.3.3 Vertical Groundwater Gradient <br /> The vertical gradient has been calculated using the MW-1/MW-101 pair. The vertical <br /> gradient is generally negative (a downward direction). However, it has been insignificant due <br /> to a near zero head difference between MW-1 and MW-101. The historical average vertical <br /> L groundwater gradient is—0.0039 ft/ft. <br /> 2.3.4 Average Groundwater Velocity <br /> The lithology at the COE site will be divided into four general layers for the purposes of <br /> calculating the average horizontal groundwater velocity(AHGV). <br /> o Layer 1 consists of silts and sands from 5-to 30-feet bgs <br /> o Layer 2 is primarily sand with some larger clasts from 30- to 45-feet bgs <br /> o Layer 3 is primarily silt from 45- to 50-feet bgs <br /> o Layer 4 is primarily sand from 50-to 70-feet bgs. <br />
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