My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS AND WORK PLANS 1989
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAGNER
>
200
>
2900 - Site Mitigation Program
>
PR0009002
>
FIELD DOCUMENTS AND WORK PLANS 1989
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/22/2019 6:44:10 PM
Creation date
2/22/2019 2:37:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
AND WORK PLANS 1989
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
TMorelli
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
188
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
Gary A. Reents -2- 24 February 1989 <br /> 3, Hydrogeologic Interpretation <br /> A. One aquifer underlies the facility from water table to at least 450 feet <br /> BGS, <br /> B. Consists of discontinuous lenses of sand , gravelly sand , silty sand, <br /> clayey silt, silty clay, and clay, <br /> C. Logs indicate sandiest layer between 80 to 200 feet BGS. <br /> D. H&A divided the aquifer into four (4) hydrostratigraphic subunits based on <br /> lithologic and hydraulic properties. <br /> E. The four (4) hydrostratigraphic subunits were depicited on three (3) <br /> lithological and three (3) geophysical cross-sections. Two (2) cross- <br /> sections were oriented parallel to the plume, the remaining cross-section <br /> was oriented perpendicular to the plume, <br /> F. The uppermost subunit, the "shallow zone", extends form the water table to <br /> about 80 feet BGS . This submit consists primarily of electrically <br /> conductive sediments (silts and clays) . <br /> G. Underlying the shallow zone is the "1DO-foot sand" , occurring between <br /> approximately 80 to 120 feet BGS . The thickness of this unit varies from <br /> 5 feet at the South yard to 30 feet approximately 3500 feet downgradient, <br /> This unit consists of electrically resistive sediments ( sands) . <br /> H. Underlying the 100-foot sand layer is the "intermediate zone" , occurring <br /> between 110 to 150 feet BGS. This zone consists of highly resistive <br /> sediments (sand and gravel ) . Thickness varies from 30 to 50 feet . This <br /> unit and the overlying 100-foot sand layer are separated by approximateiy <br /> 60 feet of electrically conductive sediments (silts and clays) at the <br /> south yard. However, this fine-grained layer thins downgradient (to the <br /> south) and pinches out about 2500 feet downgradient , <br /> I . Underlying the intermediate zone is the "deep zone" , occurring between 170 <br /> to 200 feet BGS. This zone extends to at least 450 feet BGS and consists <br /> c, alternating layers of resistive and conductive sediments ( interbedded <br /> sands, silts and clays) . <br /> 4, Flow Patterns and Hydraulic Heads (December 1988) <br /> A. A ground water mound, within the shallow zone, has formed under the north <br /> yard. <br /> B. Shallow zone ground water micration is south to southwest with a hydraulic <br /> gradientyof 0,0006 (contour map provided) , <br />
The URL can be used to link to this page
Your browser does not support the video tag.