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SR0083411_SSNL
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SR0083411_SSNL
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Last modified
4/8/2021 4:54:02 PM
Creation date
4/8/2021 4:49:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083411
PE
2602
FACILITY_NAME
19960 S SAN JOSE RD
STREET_NUMBER
19960
Direction
S
STREET_NAME
SAN JOSE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
20929032
ENTERED_DATE
3/16/2021 12:00:00 AM
SITE_LOCATION
19960 S SAN JOSE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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B. SOIL PHYSICAL CHARACTERISTICS AND ANALYTICAL TEST RESULTS <br />The United States Department of Agriculture - Soil Conservation Service (USDA-SCS) indicates the <br />on-site soils to consist of Egbert silty clay loam (#153). The soil was tested by A&L Ag Labs and <br />found to be exclusively a clay soil. <br />SSS§ 5.2. The soil investigation and testing began with hand-drilling a 36-inch deep boring in the <br />proposed effluent disposal location. Soil cutting sample composites from this boring were retrieved <br />for chemical and particle size analysis. <br />NLS§ 1.1, 1.2. As the noted on the A&L Laboratory Soil Analysis Reports, chemical analyses of the <br />soil sample quantify the constituents that influence nitrate loading from this project. The important <br />parameters for nitrate loading assessment are the organic matter, pH, cation exchange capacity <br />(CEC), clay content percentage, along with nitrate-nitrogen content of the soil. <br />As noted, the organic matter in the soils is low. The nitrate-nitrogen concentration is low at 2 ppm. <br />This concentration reveals a low potential of nitrate contribution from the indigenous soil <br />concentration. Given the fact that the onsite soils were farmed relatively recently, a higher nitrate- <br />nitrogen concentration would have been expected. Consequently, this concentration suggests a high <br />potential for denitrification. <br />Because septic effluent is composed predominately of ammonium (NH4), the pH, along with the <br />CEC, are significant influences on ammonium molecules. The pH of the soil is alkaline at a pH of <br />8.2 which may negatively affect ammonium stability. The CEC measures the ability of the soil to <br />theoretically trap and hold ammonium molecules. Cation Exchange Capacities of the soil sample is <br />comparatively high due to the clay content. Therefore, there is a larger potential for the retention of <br />ammonium molecules for microbial uptake and denitrification potential of nitrified ammonium. <br />NLS§ 3.3, SSS§ 5.3. Table 1 below summarizes the chemical and physical subsurface soil <br />characteristics encountered from the soil sample, illustrating the particularly high clay content <br />percentage. <br />TABLE 1 <br />SOIL PROFILE CHARACTERISTICS AND <br />ANALYTICAL TEST RESULTS <br />SAMPLE LOCATION <br />AND SAMPLE DEPTH <br />SAND, SILT AND <br />CLAY <br />PERCENTAGES <br />SOIL <br />CLASSIFICATION <br />SOIL NITROGEN <br />CONTENT <br />pH AND <br />CATION EXCHANGE <br />CAPACITY <br />DISPOSAL FIELD AREA <br />30"-36" <br />26% 31% 42% Clay 2 ppm NO -N 8.2 22.3 meq/100g <br />3 <br />Chesney Consulting
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