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ARCHIVED REPORTS_XR0005851 CASE 2
EnvironmentalHealth
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0005851 CASE 2
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Last modified
9/24/2020 12:28:39 AM
Creation date
8/6/2020 11:36:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005851 CASE 2
RECORD_ID
PR0545951
PE
3528
FACILITY_ID
FA0003612
FACILITY_NAME
Yosemite Avenue Arco AmPm
STREET_NUMBER
1711
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
Ave
City
Manteca
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
1711 E Yosemite Ave
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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LSauers
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EHD - Public
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� 110IIIIIIIIII 11=1 111=11 <br /> • <br /> GROUND-WATER PARAMETERS & <br /> ro <br /> IO <br /> INORGANIC ORGANIC ACCTTNE IOLOG rAL m <br /> (b (!f <br /> Somme 3 <br /> llOpp., 440 <br /> w'lllW Do" Me)or Trace Nnrale Dissaived Non Grow CoHlorrtt � a <br /> Devicet"110 iNeA Raw or C� PH Rowlt Ions metals Fluorlde asses volatile Volatile TOC TOX Radium alpha a IiaClerfa <br /> 0*0 Diameter Volumot p to fD <br /> tL <br /> n Bahr no Arm t R In variable • Q Q • • • Q • R q q • Q • C <br />' PanFSauioe LY <br /> 1O no Am" 112 M. Venable • r • • • • 13 • Q • • • Q • <br /> 0 <br /> rA <br /> no 1111111111 1 tf2ln 001fi2 • • • • • • q • • Q Q • • • rA <br /> pal <br /> Gear-drive 200 R 2 In <br /> �' C"tyeB'�rr�tlddlbelw„pee1l verlabla "5 qp • • • • • •• d• Q• •• • <br /> 00 R 1 tn In 0.2 ppm • • • • r CQ• <br /> PUMP 1 <br /> Q <br /> vlai 1e0n 21n1 2pm • • • • • • • q <br /> VQ <br /> P*mpwrp 500 R t 1! n 0 5 qpm • Q Q • q <br /> IgIn variable • • • • • • •m — <br /> ” <br /> • • • • • • • <br /> z �. <br /> 4 Perlsraltic 2R h t12In 001.0 3 pm • Q p r • • Q • q q q • q • � <br /> u IM <br /> �f � Gfs-Mil mlebN 1 N wAeble Q }7 Q q [I Q Q Q p C G g Q Q <br /> (las-drive 150 fi 1 In 0 2 t1Pm r Q Q ♦ q • Q • Q Q q • 13 Q <br /> a <br /> F <br /> a turu tM <br /> upt n a Pmitmaft no Amn no Amit o01-012EVICES qPm <r <br /> Sampling devices on this chart are divided into two categories 1 portable devices for sampling existing monitoring wells,and 2 In situ monitonng devices(often multilevel) y <br /> that are permanently mtaAed Sampling device construction materials(including tubing,haul lines,etc.)should be evaluated forsultabdrly in analyzing specific ground-water <br /> parameters It Is assumed on this chart that existing monitoring wells are properly installed and constructed of materials surtable for detection of the parameters of merest. <br /> t Sample delivery rates and volumes are average ranges based on typical field conditions Actual delivery rates area function of diameter of monitoring well,size and <br /> capacrtyofsamplmgdevme,hydrogeologiceondtions,and depthtosamplingpomL Foralidevices,delivery rateshouldbecarefullycontrolledtopreventaerabonordegassing 0 <br /> of the sample. <br /> Indicates device is gerterallysuitableforapplicabon(assuming device is cleaned and operated propertyand is constructed orsurtablematenals) <br /> v Indicates device may be unsuitable or is untested for application M <br /> Source Modified from Pohlmann and Hess,1988 <br /> Based on Literature Review <br />
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