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ARCHIVED REPORTS XR0009287
EnvironmentalHealth
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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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ARCHIVED REPORTS XR0009287
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Entry Properties
Last modified
7/24/2019 1:18:02 PM
Creation date
7/24/2019 11:57:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009287
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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�iealogaCTecd M <br /> Grotind�,a � <br /> tcr <br /> h�oartoring Repan <br /> Prdjeat No <br /> 7232 <br /> Novenller 13,20o3 <br /> Page 3 <br /> Figure 2 Shows <br /> gradient in this the location of <br /> Cradle �e �'eII Pairs <br /> �nradients lope and rt �W_3/MW_20I Table USed for calculate <br /> $eanng and 'fibre � ng v�c� gro�dwa <br /> ud in the calculations shows I shows a Summary of Nate ter <br /> Vertical s Is shown bels the calculated r Level and <br /> gradient calcul vertical gradients <br /> Vertical C atlo" for] lulas The <br /> orrectzon fox e as follows <br /> ' <br /> Vertical Vertical head !(head o decent r(gw gradient sea <br /> For <br /> gradient rtecaI headwell) ' head of shallow <br /> �(distance) ; vertical ca <br /> the SePte (vertical dist correction correction] <br /> and'legative (or downward)003 event, the ife ince) = vertical gradive ent] _J <br /> head) <br /> negateve gradients be,t add OI 2 P'cal gradient for the r <br /> 1,2 additional s calculations W-3ZAf � <br /> monitoring is needed t ns have 20l pair �=as <br /> Groundwater Sa o dere reVeaIed hot <br /> mPling PI`Ocedure revealed <br /> long term h positive <br /> 4n September trends <br /> the wells and 12, 2003? Del_Tee <br /> water level measured the h Geotechnical Su <br /> 'Wale el readings yvere depth to water Support <br /> Perso <br /> Product is sus recorded to with an uppo rcall nnel arrIv <br /> monitoring iia j cted, a clear dis le accuracy of 0 Y actuated sQ d ori'sitea opened <br /> ee product zeas noted tale bailer ; t I feet 1n uer n <br /> Pe The <br /> stagnant water in s used to gauge the jnte fere free-floating <br /> a <br /> logs (Appendix n e well casing was ace �urzng this <br /> PproxIMately thr The rate Purged using a W <br /> con�luctivit ee casing <br /> of Fell purg'ng <br /> ateiraycid gvolumes wasMonitoredpumPasrecordedactin aquifer Pte) had stabileaed auntil the The wells n the Beld <br /> Characterized conditions yeas eApPondrx groundwater para were purged <br /> by three ntering the Indicating meters of <br /> successive welt g that watez r (temperature <br /> Before readings within 10%Groundwater parameter representative of <br /> ro <br /> o a sample was <br /> 80% of the c©1lected, the stahil1zatlon was <br /> mitral level well s <br /> (bePartment of I'ransportae Purge Water was <br /> er level <br /> n I?- Place was allowed <br /> to <br /> The dedicate 11) approved co d in a properly labeled $arocharge to at least <br /> dedicated <br /> ntairler and <br /> care was exercise pump was telriporanl g�lOn DC?T <br /> hydroc d while used to Collect ea <br /> c Y stored on site <br /> h'aric acid trarisfe <br /> foam holdersAll Samples <br /> a mr�g the h monztori <br /> and placed into an zceecli re checl�ed °plhearl� �0-mI Vpgng well vlals�ple <br /> Extreme <br /> The sai11 esbc <br /> t cooled o Pace bubbles, I vials <br /> Preserved with <br /> plrng tech-mclan wore di 'Port <br /> to 4 C for transport to the 1 d, inserted Into <br /> bee gloves laboratory <br /> �'h11e coIIecteng all samples <br />
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