My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
K
>
KELLY
>
213
>
3500 - Local Oversight Program
>
PR0545326
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 9:23:06 PM
Creation date
2/11/2020 10:38:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545326
PE
3528
FACILITY_ID
FA0000696
FACILITY_NAME
HEARTLAND STEEL PRODUCTS WEST LLC
STREET_NUMBER
213
Direction
S
STREET_NAME
KELLY
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
213 S KELLY ST
P_LOCATION
02
P_DISTRICT
004
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.
/
116
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
rr <br /> SITE GEOLOGY <br /> The site is typically covered with asphalt or concrete. The area soils <br /> are brown silty sand or sand silt clays. Water elevation is fifty to <br /> fifty-five feet below existing grade. <br /> Soil layer encountered at the site started with a silty fine sand from <br /> 0 - 6 feet, a silty fine sand with clay from 6 - 12 feet, a silty fine <br /> sandy clay with cemented particles (hard pan) 12 - 15 feet and fifteen <br /> feet to sixteen feet a silty clayey fine sand. <br /> GROUND WATER CHARACTERISTICS <br /> The water table is expected to be at fifty to fifty-five feet based on <br /> r information obtained from 1986 Map of San Joaquin Valley distributed by <br /> the Department of Water Resources. Water gradient is expected to be in <br /> a northwesterly direction from site. <br /> DEFINITION OF HORIZONTAL AND VERTICAL CONTAMINATION LIMITS <br /> The horizontal and vertical limits were defined in the preliminary site <br /> investigation done on August 8, 1990, see plot plan and excavation <br /> profile. Location of soil samples taken from excavation is show on plot <br /> plan and excavation profile. <br /> BUILDING N1 <br /> LM-E2 <br /> LM- LM- 16' <br /> LM- EXCAVATION <br /> is, BOUNDARIES <br /> PLOT PLAN <br /> BUILDING CONCRETE SLAB <br /> ELEVATION OF SAMPLES <br /> LM-N1 - 15' <br /> LM-E2 - 14' <br /> LM-B3 - 16' <br /> LM-S4 - 14' <br /> LM-US - 14' LM-WS LM--E2 <br /> LM-S4 <br /> LM-B3 <br /> LM-N1 <br /> EXCAVATION PROFILE <br />
The URL can be used to link to this page
Your browser does not support the video tag.