My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
ALPINE
>
1624
>
2900 - Site Mitigation Program
>
PR0009012
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/1/2018 10:03:55 PM
Creation date
11/1/2018 11:57:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
555
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
extent of the uppermost aquifer. The relationship between the <br /> two water bearing zones and the uppermost aquifer shall be <br /> established in text and depicted on hydrogeologic <br /> cross-sections. Future hydrogeologic reports shall state that <br /> the bottom of the uppermost aquifer is considered to be the base <br /> of the lower water bearing zone if this is determined to be the <br /> case. A rationale shall be provided for this conclusion. <br /> Within 90 days of the effective date of this Order, Respondent <br /> shall also prepare or augment hydrogeologic cross-sections. <br /> Submitted hydrogelologic cross-sections shall depict screened <br /> intervals and a representative groundwater level for each well . <br /> 3 . 1. 4 . Respondent shall perform aquifer and/or slug and <br /> bail tests on wells installed in the future. Both drawdown and <br /> recovery water levels shall be collected and analyzed to <br /> determine hydraulic conductivity, transmissivity and velocity. <br /> The method of analysis shall be appropriate to the conditions at <br /> the site and the assumptions and conditions shall be explained <br /> in text. Within 90 days of the effective date of this Order, <br /> Respondent shall: <br /> a) install an additional monitoring well in the upper <br /> water-bearing zone in the Pond 1 area near the dry well. If <br /> analytical results of groundwater samples from this well <br /> indicate there is groundwater contamination, additional <br /> monitoring wells shall be required to define the horizontal and <br /> vertical extent of contamination. <br /> 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.