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SR0084710_SSNL
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Last modified
2/8/2022 10:34:44 AM
Creation date
2/8/2022 9:45:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084710
PE
2602
FACILITY_NAME
16133 N MOORE RD
STREET_NUMBER
16133
Direction
N
STREET_NAME
MOORE
STREET_TYPE
RD
City
LODI
Zip
95242
APN
02702016
ENTERED_DATE
1/11/2022 12:00:00 AM
SITE_LOCATION
16133 N MOORE RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Soil Suitability/ Nitrate Loading Study Irerracon <br />Munsch Property ■ Lodi, California <br />January 7, 2022 ■ Terracon Project No. NA217092 <br />Terracon reviewed the USDA NRCS Web Soil Survey and USDA Soil Survey of San Joaquin <br />County (1992) for information regarding Jacktone clay (Section 1.5). Selected physical and <br />chemical properties for the soil types are listed in the following table. <br />Table 7. <br />Physical and Chemical Properties* <br />Soil Name <br />Depth <br />USDA <br />Unified Soil <br />Clay <br />Permeability <br />Soil <br />Salinity <br />Septic tank <br />/ Map <br />('n) <br />Texture <br />Classification <br />a <br />(/o) <br />(in/hour) <br />reaction <br />(mmhos/cm) <br />absorption <br />Symbol <br />y <br />(pH) <br />fields <br />Fine sandy <br />0-19 <br />SM <br />10-15 <br />2.0-6.0 <br />6.1-7.8 <br /><2 <br />loam <br />Fine sandy <br />19-45 <br />loam, sandy <br />SM <br />10-18 <br />2.0-6.0 <br />6.1-7.8 <br /><2 <br />Tokay <br />Loam <br />(256) <br />Fine sandy <br />Slight <br />loam, sandy <br />45-60 <br />loam, <br />SM <br />8-15 <br />2.0-6.0 <br />6.1-8.4 <br /><2 <br />coarse <br />sandy loam <br />-u.b. uepartment of Agriculture, boil conservation Service, 1992, boil Survey of ban Joaquin County, Calitornia. <br />Selected USDA physical and chemical properties <br />millimhos per centimeter (mmhos/cm) <br />2.1.2 Mass Transport Soil Properties <br />The longer the effluent remains near the surface, the more treatment is enhanced due to natural <br />processes within the soil. The percolation tests have revealed that the onsite soils have moderate <br />percolation rates at 3 feet bgs, a slower percolation rate at 3.5 feet bgs and a faster percolation <br />rate at 8.0 feet bgs. Refer to Sections 1.6.6 and 1.6.7 for additional discussion. <br />2.2 Groundwater Analysis <br />2.2.1 Regional Groundwater <br />A discussion of regional groundwater, including depth to groundwater and seasonal trends are <br />included in Section 1.4.1. <br />2.2.2 Potential Ground Water Contamination Issues <br />A discussion of issues related to potential groundwater contamination is included in Section 1.4.2. <br />2.2.3 Current and Future On -Site Ground Water Uses <br />The proposed residences will be connected to a proposed onsite groundwater supply well. <br />Responsive ■ Resourceful ■ Reliable 13 <br />
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