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SR0082091 SSNL
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Last modified
11/24/2020 1:45:16 PM
Creation date
6/18/2020 3:19:58 PM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082091
PE
2602
STREET_NUMBER
7095
Direction
E
STREET_NAME
SEDAN
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22610018
ENTERED_DATE
5/18/2020 12:00:00 AM
SITE_LOCATION
7095 E SEDAN AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\fgarciaruiz
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EHD - Public
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r2 <br /> B. SOIL INFORMATION I <br /> NLS§ 1.1. The UC Davis Soil Web Map indicates the Map Unit Name to be a Delhi loamy sand, 0 <br /> to 2 percent slopes (#142). As referenced, a soil sample was retrieved from the 36-inch depth and <br /> 10 ft backhoe test pit depth for physical and chemical analyses. <br /> The attached soil texture analysis reveals the on-site soils at the 36-inch depth consists of a loamy <br /> sand, with sand, silt and clay percentages of 88%, 4% and 8%respectively. Although the clay <br /> content of the on-site soils can be considered comparatively low, denitrification potential still exists <br /> as evidenced by the decrease in nitrate-nitrogen concentration from 3 ppm at the 3 ft depth to 2 ppm <br /> at the 10 ft depth, a 33% decrease. <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 and estimated nitrogen release <br /> (ENR), clay content, pH, cation exchange capacity (CEC), and the nitrate-nitrogen content of the <br /> soil. <br /> SSS§ 2.1. The organic matter is low at 0.3% and the ENR is low at 37 lbs/ac. This OM and ENR <br /> concentrations suggest there is a low potential for future nitrate forming from organic matter. Since <br /> septic effluent is composed predominately of ammonium(NH4),the pH,along with the CEC, have <br /> significant influence on ammonium molecules. <br /> The pH of the soil is nearly neutral at the proposed filter bed depth, which may stabilize the <br /> ammonium fraction of the effluent. The CEC measures the ability of the soil to theoretically trap and <br /> hold ammonium molecules and was measured at 3.1 meq/100 g, which is a low value. This suggests <br /> a low potential for the retention of ammonium molecules that may form for microbial assimilation <br /> within the soil, but will allow for immediate uptake by grass root structures. <br /> NLS§3.3. Table 1 below summarizes the analyzed soil physical and chemical characteristics from <br /> the retrieved soil sample. <br /> i <br /> TABLE 1 <br /> SOIL PROFILE CHARACTERISTICS AND <br /> ANALYTICAL TEST RESULTS <br /> SAMPLE DEPTH SOIL.TEXTURE SOIL NITRATE- pH AND <br /> CLASSIFICATION NITROGEN CONTENT CATION EXCHANGE CAPACITY <br /> In meq/100g <br /> 3 FT Depth Loamy Sand 3 ppm NO,-N 6.9 3.1 meq/100g <br /> 10 FT Depth Sand 2 pprn NO,-N 7.0 2.9 me /100 <br /> i <br /> i <br /> Page -3- <br /> Chesney Consulting <br />
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