My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000129
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
ALPINE
>
1235
>
3500 - Local Oversight Program
>
PR0543389
>
ARCHIVED REPORTS XR0000129
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/1/2018 7:40:03 PM
Creation date
11/1/2018 10:54:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000129
FileName_PostFix
XR0000129
RECORD_ID
PR0543389
PE
3528
FACILITY_ID
FA0004512
FACILITY_NAME
MAJOR STATIONS
STREET_NUMBER
1235
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11533055
CURRENT_STATUS
02
SITE_LOCATION
1235 E ALPINE AVE
P_LOCATION
99
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.
/
222
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
SECOR <br /> Science&Engmeermg Anaiysb Corporation <br /> MEMORANDUM <br />' To: Richard Casias From: Paul Horton, R.G. <br /> RE: CRC-Major Mart Report Appendix F <br /> Fate and Transport Model Parameters Date: September 23, 1994 <br /> 1 N0026-001-01 Task 005 Updated 11/94 <br />' These equations and the accompanying text form the calculated bans of our evaluation of benzene fate and <br /> transport at the Mayor Mart site <br /> Aquifer Parameters <br /> 1 <br /> kv 0 3 ft/day (lab testing) = vertical hydraulic conductivity <br />' kH 3 ft/day (estimate) = horizontal hydraulic conductivity <br /> 100 0 40 (lab testing) = porosity <br /> dh/dl 0 001 - 0 006 (field data, variable direction) = hydraulic gradient <br /> sg 2 6 (lab testing) = specific gravity <br /> IModel Parameters <br /> Rf _ 10 + (pB/0 x K. = calculated retardation factor <br /> IWhere the variables <br /> PB = dry bulk density (g/cm3) = 101 lbs/cu ft = 162 g/cm3 <br /> 0 total porosity = 0 40 (lab testing) <br /> Kv — partition coefficient <br /> IAnd K, is defined to be <br /> Kp = Koc x foc <br /> PP OJECT/NO26M4 MEM SECOR 1 CONCORD <br />
The URL can be used to link to this page
Your browser does not support the video tag.