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ARCHIVED REPORTS_XR0005036
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507952
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ARCHIVED REPORTS_XR0005036
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Last modified
9/16/2020 1:07:27 AM
Creation date
3/17/2020 2:11:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005036
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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s 12 July 2001 <br /> AGE-NC Project No 98-0432 <br /> Page 8of10 <br /> 4.0. SYSTEM DESIGN, INSTALLATION,AND OPERATION PROCEDURES <br /> All field procedures will be overseen by an AGE representative Procedures for dedicated low-flow <br /> pump installation, dedicated pressure transducer installation and pump and treat procedures are <br /> described below <br /> 4 1 GROUND WATER EXTRACTION <br /> A Grundfos Rediflow down-well pump, type 5E5, equipped with Franklin % hp, 230V, 3-ware <br /> motors will be installed in EW-1 One-inch diameter Schedule 80 PVC pipe will be installed from <br /> the submersible pump and discharged through the well-head sanitary seal, a safety chain will be <br /> installed at the sanitary seal to prevent dropping the pump to the well bottom To minimize sediment <br /> intake through the pump, the bottom of the pump/motor assembly will be suspended approximately <br /> one foot from the bottom of the well Electrical wiring will be connected from the top of the pump <br /> through Class I electrical connectors/junction boxes and electrical conduit to the pump electric <br /> controller Ground water will be continuously pumped from the bottom of the six-inch diameter <br /> extraction well EW-1 at a low-flow rate between four and five GPM and routed through underground <br /> PVC piping to a 750-gallon holding tank, dedicated Solanst Level Logger pressure transducers will <br /> be deployed an selected on-site wells to measure difference in ground water levels before well . <br /> pumping versus during well pumping- <br /> 4 <br /> umping4 2 WELL AND PROCESS PUMP CONTROLLERS <br /> Both the submersible Grundfos pump at EW-1 and the ground water treatment process pump will <br /> be controlled by PumpTec controllers Pump controls will be actuated by an amperage sensing/time <br /> control switch This swatch will detect decrease in amperage when water level drops below the <br /> impeller intake from the Grundfos pump The pump which will be outfitted with automated <br /> electronic shut-off controls to control water entering the system AGE anticipates total a ground <br /> water extraction flow rate at 5 GPM <br /> The process pump, located behind the holding tank (Figure 3), will be controlled by electrode <br /> switches placed at various levels in the holding tank An emergency shut-off swatch 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 utihzed near the bottom of the holding tank to turn the <br /> process pump off <br /> • Electricity is readily available to the site A dedicated electrical meter base will be installed by <br /> representatives of AGE that will connect directly to the pump and treat system <br /> Advanced GeoEovnronmental,Ine <br />
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