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WORK PLANS FILE 1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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E
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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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WORK PLANS FILE 1
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Entry Properties
Last modified
7/24/2019 11:32:29 AM
Creation date
7/24/2019 11:26:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
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-e r I U-1 C'1 C'' U-1 r_ L-' F-1 r__'' r-1 U" 1', r-' r__y r_' lr71 r_7 [- <br /> Se-201 WW-201 <br /> B Se-4 MW-1 Se-2 MW-10 �///��� <br /> 1 (Projected North se-0 LJ <br /> on to section.) ` <br /> 0 0 <br /> NO NO <br /> ......... ... ... ..... <br /> NONO ..... ......... ................1900 <br /> -20 NO NO .........SOD..: -20 <br /> 777 <br /> NO....... NO...............T3.1 <br /> ND................................... ................. ............................. ... ....... 52bb„ <br /> .... ... . <br /> .. . <br /> .............. ........................................ .. ....... <br /> ......-.ND.....'.. NO............... NO...............................:.... ........:........................................... ............ .....::....13000. i <br /> 230............... ....................Groundwater elevation range 1995 — 2002,....-............................. •..........3400.. <br /> ................ .......................................................... ................................................... ............ ................ <br /> —40 ................ .79........................................................ ................................................... ............ ...........IIDO, —40 <br /> __ <br /> ................ <br /> -90 ......... .........................................I................ ...........800077 <br /> ................ .............................................................................................................. ................ <br /> ................. 640...................................................................................... ...........2300.. <br /> ...I.....::: .29........................................................... ..... ............................... ... ..... <br /> ..... .... ... .. <br /> -60- ......... 8950: •ND...................:....................................................... -60 <br /> ................ .................................................................................................................. <br /> ................ .. ......................................................................................................... ............ ................ <br /> ...............................................................................................I...................... ............ ........I....... <br /> m ................................................................................................................................ .........I.. ................ <br /> v ................................................................................................................................. .44......... ................. <br /> o ..............:................................................................................................................ ............ ...........1.... <br /> I—_ ...........................................................................................................I....I.............. ............ ................ <br /> ..................................................................................I...I....................................73.3 ................ <br /> a ........................................................................................................................... ::::::2fi... <br /> > ............ <br /> _-1 00 ............................................................................................................................I................. 100 <br /> W ................................................................................................................................................ ................ — <br /> .............................................................................................................................................. ................ <br /> ............................................................................................................................. <br /> .....4.... D.............. . <br /> .............................................................................................................................. ..I............. <br /> -120 -120 <br /> 1 <br /> —140 —140 <br /> ND <br /> -160 -160 <br /> 0 10 20 30 40 <br /> DISTANCE (feet) <br /> Figure 46 LEGEND <br /> .CROSS .SECTION B - B' 2300 = Soil TPH-G Concentration (mg/kg) <br /> With Contaminant Concentrations ND = Soil TPH—G <1 mg/kg Scale as indicated. <br /> Valentine (Castle Motors) Q Soil Plume <br /> 2315 N. EI Dorado 2300/Water TP J-G ConcentratioK Ag/l(613103� <br /> - Stockton, CA Borings SB-2, SB-4, SB—B & MW-1 data <br /> ND/Water TP/d-G 50 sig/l <br /> Project No.: 723.2 Q adapted from Wm. Hunter & Associates. <br /> Geological Technics iftc. 8120%3 Ground PGvne <br />
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