My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002102
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
1120
>
3500 - Local Oversight Program
>
PR0545244
>
ARCHIVED REPORTS_XR0002102
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/30/2020 10:24:45 AM
Creation date
1/30/2020 9:11:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002102
RECORD_ID
PR0545244
PE
3526
FACILITY_ID
FA0024606
FACILITY_NAME
FORMER KNOWLES STATION
STREET_NUMBER
1120
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07749027
CURRENT_STATUS
02
SITE_LOCATION
1120 W HAMMER LN
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
117
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
1 <br /> pir <br /> Working To Restore Nature <br /> Due to the inherent limits of small diameter pumps such as that used in the aquifer pump test, <br /> an accurate estimation of the effective radius of influence induced by a single groundwater <br /> ' extraction well and, thus, final design parameters of a GWTS can not be made at this time. <br /> However, initiating groundwater extraction from a single, 4-inch or larger diameter, extraction <br /> ' well would exert some hydraulic control in the heart of the dissolved contaminant plume and <br /> allow for the determination of an effective radius of influence of the extraction well Additional <br /> ' extraction wells could be installed and brought on line as necessary. GWTS design would <br /> necessarily be somewhat flexible allowing for substantial expansion An analysis of the aquifer <br /> ' pump test data suggests that the impacted aquifer could yield as much as 15 to 40 gpm, which <br /> should be sufficient to exert hydraulic control beneath the site. <br /> The major components of the GWTS are 1) down-hole extraction pumps and associated on/off <br /> ' sensors; 2) subgrade double-contained supply piping; 3) treatment system compound and <br /> concrete pad; 4) liquid phase granular activated carbon canisters, S) associated valves and <br /> instrumentation; and 6) discharge and/or reinfection piping. The GWTS could be placed in any <br /> advantageous Iocation within the general proximity of the extraction well(s). <br /> 1 <br /> ' 10.0 PROPOSED SCOPE OF WORK <br /> 10.1 System Design <br /> The design of the GWTS should include engineering calculations, a list of equipment, materials, <br /> ' and instrumentation; preparation of construction Plans and Specifications including site and <br /> ' remediation compound layouts; trench and section details if appropriate; wellhead piping details; <br /> a process and instrumentation diagram (P&ID), and plan check and review <br /> ' <br /> 10.2 System Permittin <br /> � <br /> ' A minimum of three permits will be required for the proposed system- a City Building/Planning <br /> Permit, a City Fire Department Permit, and a discharge permit. <br /> 1 <br /> ss000sMEPORTS cAP-0794 DRF 23 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.