My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004897 SSCRPT
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
J
>
JAHANT
>
11501
>
2600 - Land Use Program
>
SU-01-07
>
SU0004897 SSCRPT
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:31:19 AM
Creation date
9/6/2019 10:30:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0004897
PE
2611
FACILITY_NAME
SU-01-07
STREET_NUMBER
11501
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
STOCKTON
APN
00715027
ENTERED_DATE
3/9/2005 12:00:00 AM
SITE_LOCATION
11501 E JAHANT RD
RECEIVED_DATE
3/8/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JAHANT\11501\SU-01-07\SU0004897\SSC RPT.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
150
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
GEOCHECK" - PHYSICAL SETTING SOURCE SUMMARY <br /> LSoil Component Name: SAN JOAQUIN <br /> Soil Surface Texture: silt loam <br /> Hydrologic Group: Class D -Very slow infiltration rates.Soils are clayey, have a high <br /> water table,or are shallow to an impervious layer. <br /> Soil Drainage Class: Moderately well drained. Soils have a layer of low hydraulic <br /> conductivity,wet state high in the profile. Depth to water table is 3 <br /> to 6 feet. <br /> Hydric Status: Soil does not meet the requirements for a hydric soil. <br /> LCorrosion Potential-Uncoated Steel: MODERATE <br /> Depth to Bedrock Min: > Winches <br /> Depth to Bedrock Max: >Winches <br /> v <br /> Soil Layer Information <br /> LBoundary Classification <br /> Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction <br /> Rate(in/hr) (pH) <br /> 1. 1 0 inches 16 inches silt loam Silt-Clay FINE-GRAINED Max: 2.00 Max: 6.50 <br /> Materials(more SOILS,Silts Min: 0.60 Min: 5.60 <br /> than 35 pct. and Clays <br /> passing No. (liquid limit <br /> ( 200),Silty less than 50%), <br /> LSoils. Lean Clay. <br /> FINE-GRAINED <br /> SOILS,Silts <br /> L and Clays <br /> (liquid limit <br /> less than 50%), <br /> silt. <br /> L 2 16 inches 19 inches sandy clay loam Silt-Clay COURSE-GRAINED Max: 0.60 Max: 7.30 <br /> Materials(more SOILS,Sands, Min: 0.20 Min: 6.10 <br /> than 35 pct. Sands with <br /> passing No. fines,Clayey <br /> L200),Clayey sand. <br /> Soils. <br /> 3 19 inches 28 inches clay loam Silt-Clay FINE-GRAINED Max: 0.06 Max: 7.80 <br /> Materials(more SOILS.Silts Min: 0.01 Min: 6.10 <br /> than 35 pct. and Clays <br /> passing No. (liquid limit <br /> 200),Clayey less than 50%), <br /> Soils. Lean Clay <br /> 4 28 inches 60 inches indurated Not reported Not reported Max: 0.000Max: 0.00 <br /> Min: 0.00 Min: 0.00 <br /> � 5 60 inches 701nches stratified Granular COURSE-GRAINED Max: 0.20 Max: 7.80 <br /> materials(35 SOILS,Sands, Min: 0.06 Min: 6.10 <br /> pct.or less Sands with <br /> passing No. fines,Silty <br /> 200),Silty,or Sand. <br /> Clayey Gravel <br /> and Sand. <br /> f� <br /> TC0682645.3, Page A-4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.