My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007433
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TURNER
>
4614
>
3500 - Local Oversight Program
>
PR0545770
>
ARCHIVED REPORTS_XR0007433
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/8/2020 10:20:07 PM
Creation date
6/9/2020 2:21:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007433
RECORD_ID
PR0545770
PE
3528
FACILITY_ID
FA0006278
FACILITY_NAME
WOODBRIDGE VINEYARD ASSOC
STREET_NUMBER
4614
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
4614 W TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
174
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Z1 INC <br /> The calculations made by WaterWork (1990) from the pumping test indicated a recovery <br /> rate of 3 6 to 15 gpm was necessary to recover dissolved petroleum hydrocarbons in the <br /> groundwater which had moved approximately 70 feet down-gradient The proposed <br /> hydraulic control plan was to utilize a pump in monitoring well MW-1 initially operating at 8 <br /> to 10 gpm This rate could be adjusted based on field observations and would allow MW-1 <br /> the greatest recovery of petroleum hydrocarbon-contaminated groundwater from the area <br /> of highest documented contamination <br /> A one-half horse power stainless steel, explosion proof, submersible pump was installed <br /> by CEECON in monitoring well MW-I for groundwater recovery as part of the groundwater <br /> treatment system in September 1992 A detailed description of the system and its initial <br /> operation is presented in a report dated June 7, 1993 by CEECON (CEECON, 1993) <br /> The entire groundwater treatment system was mounted on a trailer and included water <br /> filters, an aeration system, a water hardness chemical injector and activated carbon filters <br /> The pump was capable of producing from 0 5 to 15 gpm and was throttled back as <br /> necessary All power supply and discharge lines were run underground in separate <br /> conduit Instrumentation and controls on this system included water level indicators, <br /> transfer pumps, flow indicators, flow totalizer and sample ports <br /> Due to the low transmissivity of the aquifer, productivity from the extraction well (MW-1) <br /> was limited Extracted groundwater was treated and discharged to an onsite storm drain <br /> Groundwater was extracted from Monitoring Well MWA at the flow rate of 0 5 gpm A <br /> detailed diagram and process flow-chart of the remediation system is presented in the <br /> CEECON (1993) report <br /> The hydraulic control was observed by monitoring the drawdown of the potentiometric <br /> surface on a monthly frequency Quantative analyses of groundwater samples continued <br /> on a quarterly basis as part of the site groundwater monitoring program <br /> 19150011 005 33 <br />
The URL can be used to link to this page
Your browser does not support the video tag.