My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0077931 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CLOVER
>
11878
>
2600 - Land Use Program
>
SR0077931 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/15/2020 4:16:48 PM
Creation date
9/4/2019 11:22:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0077931
PE
2601
STREET_NUMBER
11878
Direction
W
STREET_NAME
CLOVER
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21226016
ENTERED_DATE
7/17/2017 12:00:00 AM
SITE_LOCATION
11878 W CLOVER RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CLOVER\11878\NL STUDY.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.
/
26
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
NLS§ 1.2. As noted on the attached Soil Analysis Report,the chemical analyses conducted <br /> quantifies several constituents that influence nitrate loading for this project. The important <br /> parameters for nitrate loading assessment are the organic matter and estimated nitrogen release <br /> (ENR),clay content,pH, cation exchange capacity(CEC), and the nitrate-nitrogen content of the <br /> soil. <br /> The organic matter is medium at 2.6%. The ENR is 81 lbs/ac. This OM and ENR concentrations <br /> suggest there is an upper medium potential for future nitrate forming from organic matter. As <br /> nitrate molecules that may form from the septic effluent percolate downward, these molecules <br /> travel into and through the clay soil. This soil type is generally anaerobic, thus promoting <br /> denitrification and inhibiting nitrification. Since septic effluent is composed predominately of <br /> ammonium(NH4),the pH, along with the CEC, have significant influence on ammonium molecules. <br /> The pH of the soil is alkaline which may have the effect of promoting ammonia formation and not <br /> ammonium formation. Since ammonium is the precursor to nitrate formation, if NH3 is promoted, <br /> this will retard NH4 formation. The CEC measures the ability of the soil to theoretically trap and <br /> hold ammonium molecules and was measured at 21.2 meq/100 g,which is a high value. This <br /> suggests a high potential for the retention of ammonium molecules that may form for microbial <br /> assimilation within the soil. The nitrate-nitrogen is a medium concentration at 18 ppm, indicating a <br /> medium potential for nitrate leaching, but simultaneously a high potential for denitrification within <br /> the high claycontent soil. <br /> NLS§ 3.3. X Table 1 below summarizes the analyzed soil physical and chemical characteristics <br /> from the retrieved soil sample: <br /> TABLE 1 <br /> SOIL PROFILE CHARACTERISTICS AND <br /> ANALYTICAL TEST RESULTS <br /> SAMPLE DEPTH SOILTERTORE SOILNITRATE- pli AND <br /> CLASSIFICATION NITROGEN CONTENT CAI ION EXCHANGE CAPACITY <br /> In meq/100g <br /> 36 IN. DEPTH Clav loam 1 18 ppm NQ-N 7.4 21.2 me /1000 <br /> GROUNDWATER INFORMATION <br /> NLS§ 2.1.�roundwater depths and elevations throughout San Joaquin County are illustrated on <br /> maps published by the County Flood Control and Water Conservation District. The Fall 2016 <br /> Lines of Equal Depth Maps and the Lines of Equal Elevation Maps indicate groundwater depth and <br /> directional flow. Depth to groundwater is approximateV50 A below-grad6and the groundwater <br /> directional flow appears to be in a northeasterly direction. <br /> NLS§ 2.2,3.1. Surrounding agricultural properties are currently farmed and have been for <br /> decades, and surrounding properties have been on septic systems so the potential for nitrate -- <br /> contamination of the underlying groundwater can be considered significant. <br /> Page 2 of 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.