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SU0009423 SSNL
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SU0009423 SSNL
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Entry Properties
Last modified
5/7/2020 11:34:02 AM
Creation date
9/5/2019 11:00:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009423
PE
2611
FACILITY_NAME
PA-1200230
STREET_NUMBER
22260
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
APN
06521007 06522003
ENTERED_DATE
11/26/2012 12:00:00 AM
SITE_LOCATION
22260 E HARNEY LN
RECEIVED_DATE
11/26/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\H\HARNEY\22260\PA-1200230\SU0009423\SS STDY.PDF
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EHD - Public
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Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map <br /> Symbol (in) Classification mmhos/ Reaction ability absorption <br /> cm pH (in/hr) fields <br /> Redding 0-7 Gravelly loam; SC, SC- <2 5.1 -6.5 0.6 -2.0 Severe: <br /> gravelly SM, GC, GM-GC. cemented <br /> loam, 220 7-16 Gravelly loam, gravelly <2 5.1 -6.5 0.2 - 0.6 pan <br /> clay loam, CL, CL-ML, <br /> GC, GM-GC <br /> 16-22 Clay, clay loam, CH, CL <2 5.1 - 6.5 <0.06 <br /> 22-60 Indurated --- --- --- <br /> Rocklin 0-25 Sandy loam; SM <2 5.6-6.5 0.6-2.0 Severe: <br /> sandy loam, 25-36 Loam, Sandy clay loam, <2 6.1 - 7.3 0.6- 2.0 cemented <br /> 228 clay loam, SC, CL pan, peres <br /> 36-40 Indurated --- --- --- slowly <br /> 40-60 Coarse sandy loam, <2 6.1 - 7.3 <0.06 <br /> sandy loam; SM <br /> Yellowlark 0-8 Gravelly loam; SC-SM, <2 5.1 -6.5 0.6 - 2.0 Severe: <br /> gravelly SM wetness, <br /> loam, 8-39 Gravelly loam, gravelly <2 5.1 - 6.5 0.6- 2,0 peres slowly <br /> 279 clay loam; SC, CL <br /> 39-47 Very gravelly loam, very <2 5.1 -6.5 0.2 - 06 <br /> gravelly clay loam, GC <br /> 47-54 Gravelly clay, clay, CL, <2 5.6-6.5 <0.06 <br /> CH, GC <br /> �. 54-59 Gravelly clay loam, clay <2 5.6 - 6.5 0.2 - 0.6 <br /> loam, GC, CL <br /> 59-62 Cemented, indurated --- --- --- <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. <br /> 'See description of the map unit for composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On February 4 through 27, 2013, Live Oak excavated one shallow and one deep soil (6 <br /> boring on each proposed parcel of the Site for the purpose of conducting percolation <br /> tests. Two additional borings were excavated on Parcel 10 on April 15 through 18, <br /> 2013. The borings were four inches in diameter and were excavated by hand auger, ( 2, <br /> and ranged from 3.0 to 18.75 feet deep. The locations of the borings are indicated on <br /> Plate 9. <br /> The soil in the borings was similar to, though less gravelly than, that described by the <br /> Soil Survey. Silt-clay and silt-sand mixtures were encountered in most holes; clean <br /> sand was identified in one location. The logs for the soil borings are presented in Plates <br /> 10 through 15. <br /> LOGE 1217 Page 6 <br />
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