My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001659
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
16
>
2900 - Site Mitigation Program
>
PR0522479
>
ARCHIVED REPORTS XR0001659
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2019 2:48:38 PM
Creation date
5/17/2019 2:18:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001659
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
Final Remedial Plan - Geweke <br />' 2 January 1992 <br /> Page 14 of 15 <br />' The treated water is proposed to be discharged back into the <br /> aquifer through one of the up-gradient wells. A waste discharge <br /> permit application to the Central Valley RWQCB is currently being <br />' prepared. <br /> A schematic representation of the extraction, treatment and <br />' discharge system is shown in Figure 6. Specifications of the Clean <br /> Environment pump and parts of the system are attached. <br />' 4 . 3 . EXTRACTION FLOW RATE <br />' Based on the relatively hydraulic conductivity expected from the <br /> aquifer material consisting of (silty) fine to medium sand, an <br /> average extraction rate of approximately 1. 0 gallon per minute will <br /> be maintained to create a steady radial flow to the well . This flow <br />' rate converts to a volume between 6, 000 and 10, 000 gallons of <br /> recovered fluid per operational week. <br /> 4 . 4 . CONFIRMATORY SAMPLING PRIOR TO DISCHARGE <br /> Confirmatory water samples will be obtained for every 4 , 000 gallon <br /> treatment batch to document the successful removal of contaminants. <br /> These samples will, be analyzed for total petroleum hydrocarbons <br /> (TPH) in accordance with an approved DHS method for gasoline and <br /> for purgeable aromatic hydrocarbons (BTE&X) in accordance with EPA <br /> method 8020 . The treated water will be discharged only after the <br /> TPH level for each batch equals or falls below the clean up level <br />' of 1. 0 mg/l for TPH and the California Drinking Water Standard <br /> (DWS) for BTE&X established by the DHS/RWQCB. The analytical <br /> results will be documented and submitted to the RWQCB and the SJEHD <br /> ' after the completion of the project. <br /> 4 .5 . OPERATION <br /> After the removal of approximately 4 , 000 gallons, the system will <br /> be shutoff for a period of 48 to 72 hours to allow the aquifer to <br /> recover. This process will allow an effective flushing of ry� <br /> contaminants from the aquifer materials. The plan calls for MW-4 to <br /> be used as the main extraction well. In order to capture off-site <br /> contaminants, additional wells, such as EW-1 and MW-3 may be used. <br />:b If necessary, the water extraction/treatment program is performed <br /> in several phases. After treatment of approximately 20, 000 gallons, <br /> ' aqueous samples will be obtained from the extraction well (MW-4) <br />
The URL can be used to link to this page
Your browser does not support the video tag.