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ARCHIVED REPORTS_XR0006846
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006846
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Entry Properties
Last modified
7/27/2020 4:47:50 PM
Creation date
7/27/2020 3:41:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006846
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W 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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' 22 June 2001 <br /> AGE-NC Protect No 97-0333 <br /> Page 9 of 10 <br /> extraction flow between 5 and 7 GPM <br /> The process pump, located behind the holding tank (Figure 5), will be controlled by electrode <br /> switches placed at various levels in the holding tank An emergency shut-off switch will be located <br /> immediately below the top of the holding tank An intermediate pump-on switch will be placed <br /> approximately 8-inches below the emergency shut-off switch and activate the process pump <br /> Intermediate pump-off switches will be utilized near the bottom of the holding tank to turn the t <br /> process pump off <br /> Electricity is readily available to the site A dedicated electrical meter will be installed by <br /> representatives of P G &E that will connect directly to the pump and treat system <br /> ' <br /> 43 INSTALLATION OF REMEDIATION SYSTEM PIPING NETWORK ' <br /> ' Two-inch diameter, schedule 80 PVC piping (process piping) will be Installed in a single trench <br /> approximately 1 Y2-foot bsg deep and 1-foot wide and routed from ground water extraction well <br /> lieEW-1 to the ground water treatment system, one-inch diameter, schedule 80 PVC electrical conduit 3 <br /> will be installed in the same trench and routed from the well-head at FW-1 to an electrical fuse box <br /> An indivcdual sample port with check valve to prevent back-flow cross contamination will be <br /> ' installed at the monitoring well process piping riser This port will allwN sampling of EW-1 <br /> independently without having to remove the well head assembly Following piping placement, the <br /> trench will be backfilled with imported road-base sand,compacted and covered with resurfaced with <br /> asphalt A cut view drawing of the process piping layout is included in Figurc 6, a plan vieN% drawing <br /> of the piping network is depicted in Figure 2 <br /> 44 GROUND WATF'R PUMP AND TREAT SYS l EM <br /> ' From well hW-1, extracted ground v ater will be routed thiough a 1,000-gallon holding tank, From <br /> vvhtcli it will pass through a process pump and a 1-micron sediment bag filter One 1,000-gallon poly <br /> tank wall be used to tcn-iporardy store extracted water prior to processing As indicated above:, this <br /> ' tank is equipped with various level control switches which serve to control the rate at which <br /> oxtracted water is introduced into the treatment vessels, to provide safety shutoff capabilities and to <br /> allm� coarser sediment to settle out prior to treatment I he process pump is located directly behind <br /> ' the holding tank <br /> [lie first tkNo stages 01-trLatilietit media are contained in two 2 000-pound GAC ahsoiption %c,,C'els <br /> the final [%v0 stages t)l tieatmenl media are contained in ivw l 500-pound SunSol%c absofplioi, <br /> 0 � e�se15 1-hc first (��o ee55els v,)11 be designed io ad,,orh I1H-g, IPH-d, BTFX and clorinatec_, <br /> 4diamtd( ioFn,ironjmnldl rn� <br />
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