My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0082764_SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREDERICK
>
24320
>
2600 - Land Use Program
>
SR0082764_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/30/2020 8:28:42 AM
Creation date
11/30/2020 8:17:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082764
PE
2602
FACILITY_NAME
24320 S FREDERICK AVE
STREET_NUMBER
24320
Direction
S
STREET_NAME
FREDERICK
STREET_TYPE
AVE
City
RIPON
Zip
95366
APN
25726011
ENTERED_DATE
10/21/2020 12:00:00 AM
SITE_LOCATION
24320 S FREDERICK AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\fgarciaruiz
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
71
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
SOIL INFORMATION <br /> 7) <br /> NLS§ 1.1. The UC Davis Soil Web Map indicates the Map Unit to be a Veritas fine sandy loam <br /> (#266), with Grangeville, Bisgani, Madera and Tinnen fine sandy loam soils compose the <br /> remaining portion of the subject soils. <br /> As referenced, two soil samples were retrieved from the 3 ft and 8 ft depths for physical and <br /> chemical analyses. The attached texture analysis reveals the underlying soil consists of a sandy <br /> loam (USCS = SM, fine sandy silt). The clay content percentage of the shallow soils is 14%, but <br /> declines to 8%clay at the 8 ft depth. <br /> 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 percentage, pH, cation exchange <br /> capacity(CEC),the magnesium/calcium cation saturation percentages, and the nitrate-nitrogen <br /> content of the soil. <br /> SSS§2.1. The organic matter is low at 0.4% and 0.6%at the 3 ft and 8 ft depths. These OM <br /> concentrations suggest there is a low potential for future nitrate forming from organic matter, and <br /> comparatively low potential for denitrification. Since septic effluent is composed predominately of <br /> ammonium(NH4),the pH,along with the CEC,have significant influence on ammonium <br /> molecules. The magnesium saturation percentage is high-in the shallow soils which has the <br /> potential of retarding effluent infiltration and percolation. <br /> The pH of the soil is alkaline which may have the effect of promoting ammonia formation and not <br /> ammonium formation. The CEC measures the ability of the soil to theoretically trap and hold NH4 <br /> molecules and was measured at 15.5 meq/100 g,which is an average value. This CEC suggests a <br /> medium potential for the retention of ammonium molecules that may form for microbial <br /> assimilation within the upper soil environment. The CEC decreases to 9.1 meq/100 g at the 8 ft <br /> depth representative of the increase in the silt fraction of the soil and a possible decrease in the <br /> retention of NH4 molecules. The nitrate-nitrogen concentrations at the two tested depths reveal <br /> results of a potentially high degree of denitrification. The NO3-N concentration at the 3 ft depth is <br /> 19 ppm,which is relatively high from the use of nitrogen fertilizers in the sample garden area, and <br /> decreases in a distance of 5 ft to 2 ppm NO3-N at the 8 ft depth. This indicates a significant <br /> denitrification potential of 90%. This denitrification issue is discussed in the Conclusions Section <br /> of this report. <br /> NLS§3.3. Table 1 below summarizes the analyzed soil physical and chemical characteristics <br /> from the retrieved soil sample. <br /> Page -2- <br /> Chesney Consulting <br />
The URL can be used to link to this page
Your browser does not support the video tag.