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ARCHIVED REPORTS XR0009277
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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2315
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009277
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Last modified
7/24/2019 1:14:28 PM
Creation date
7/24/2019 11:52:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009277
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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C f C f f f i C f f f f f <br /> Table 1: Normalized Groundwater Elevations, Gradients and Bearings <br /> Valentine(Castle Motors) <br /> 2315 N.El Dorado <br /> Stockton,CA <br /> Project No. 723.2 <br /> Date Elevation of Groundwater <br /> MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-101 A.W.#60 Avg.Elev. Gradient Gradient <br /> GWL Elev. GWL Elev. GWL Eley. GWL Elev. GWL Elev. GWL Elev. GWL Elev. GWL Elev. Bearing Slope <br /> TOC 10.84 10.12 10.65 10.96 10.19 10.08 10.52 10.12 (ft/ft) <br /> TOS -44.16 -32.88 -32.35 -24.04 -24.81 -24.92 -81.48 N/A <br /> SOS -59.16 -52.88 -52.35 -44.04 -44.81 -44.92 -86.48 <br /> 618/95 -34.61 -34.86 -34.81 -34.76 Northeast <br /> 10/19/95 -36.23 -36.51 -36.46 -36.40 Northeast <br /> 2/2/96 -32.52 -32.69 -32.77 -32.66 East <br /> 7/1/96 -27.04 -27.25 -27.20 -26.96 -27.22 -27.01 -27.11 Northeast <br /> 11/13/96 -29.86 -30.11 -30.07 -29.79 -30.11 -29.89 -29.97 Northeast <br /> 3/27/97 -23.37 -23.56 -23.56 -23.32 -23.59 -23.36 -23.46 Northeast <br /> 6/24/97 -23.72 -23.94 -23.90 -23.68 -23.93 -23.71 -23.81 Northeast <br /> 1212/97 -26.9 -27.14 -27.11 -26.37 -27.62 -26.93 -26.53 East <br /> 4/2/98 -20.23 -20.39 -20.45 -19.72 -20.98 -20.23 -20.33 East <br /> 6/30/98 -17.16 -17.29 -17.30 -16.56 -17.89 -17.16 -17.23 Northeast <br /> 1125/99 -17.47 -17.58 -17.58 -16.85 -18.21 -17.48 -17.53 N580E 0.0202 <br /> 9/13/99 -17.66 -17.84 -17.83 -17.61 -17.86 -17.64 1 -17.94 -17.74 N850E 0.0033 <br /> 12/16/99 -18.29 -18.43 -18.42 -18.25 -18.46 -18.32 -18.42 -18.07 -18.36 N660E 0.0029 <br /> 514100 -15.13 -15.23 -15.24 -15.06 -15.30 -15.13 -15.23 -15.18 N700E 0.0033 <br /> 8/29/00 -17.25 -17.46 -17.44 -17.16 -17.50 -17.21 -17.43 -17.34 N820E U046 <br /> 12/4/00 -18.18 -18.37 -18.38 -18.45 -18.42 -18.20 -18.35 -18.33 South 0.0046 <br /> 3/16/01 -17.06 -17.25 -17.24 -17.00 -17.31 -17.07 -17.26 -17.16 N76°E 0.0041 <br /> TOC=Top of Well Elevation(referenced to mean sea-level)Elevations surveyed by liscenced surveyor on 9121199.City of Stockton Benchmark BM#20 used as <br /> elevation control. All previous groundwater elevations were normalized to the new top of casing elevations. <br /> TOS=Top of Screen Elevation,BOS=Bottom of Screen Elevation <br /> Gradients determined by 3 point problem using MW-4,MW-5&MW-6 from 1125199 on. <br />
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