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SU0008068 SSNL
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SU0008068 SSNL
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Entry Properties
Last modified
5/7/2020 11:33:20 AM
Creation date
9/9/2019 10:44:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008068
PE
2631
FACILITY_NAME
PA-0900260
STREET_NUMBER
22275
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
ACAMPO
APN
01726044
ENTERED_DATE
1/25/2010 12:00:00 AM
SITE_LOCATION
22275 N TRETHEWAY RD
RECEIVED_DATE
1/25/2010 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\T\TRETHEWAY\22275\PA-0900260\SU0008068\NL STDY.PDF
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EHD - Public
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Table 1. Selected Properties of On-Site Solis (USDA, 1992) <br /> Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map (in} Classification mnhoslcm <br /> Reaction ability absorption <br /> Symbol <br /> pH (in/hr) fields <br /> Acampo 0-19: Sandy loam; SM <2 6.1 -7.8 2.0-6.0 Moderate: <br /> sandy loam, 1947: Sandy loam, fine sandy <2 6.6-8.4 2.0 -6.0 cemented <br /> 0-2 % loam, coarse sandy pan <br /> slopes, 101 loam; SM <br /> 47-49: Indurated --- --- --- <br /> 49-60: Cemented --- <br /> Exeter 0-26 Sandy loam; SM, SC- <2 6.1 -7.3 0.6-2.0 Severe: <br /> sandy loam, SM cemented <br /> 0-2 % 26-33 Sandy clay loam, clay <2 6.6 -7.8 0.6-2.0 pan, peres <br /> slopes, 157 loam, loam; CL, SC slowly <br /> 33-60 Indurated --- --- <br /> San 0-12: Loam; CL-ML, ML <2 5.6-6.5 0.6 -2.0 Severe: <br /> Joaquin 12-26: Sandy clay loam; SC <2 6.1 - 7.3 0.2-0.6 cemented <br /> loam, thick 26-35: Clay loam, clay; CL <2 6.1 - 7.8 <0.06 pan, peres <br /> surface, 0- 35-60: Indurated --- --- --- slowly <br /> 2% slopes, <br /> 240. <br /> Tokay fine 0-19 Fine sandy loam; SM <2 6.1 - 7.8 2.0-6.0 Slight <br /> sandy loam, 1945 Fine sandy loam, sandy <2 6.1 - 7-8 2.0-6.0 <br /> 0-2% loam; SM <br /> slopes, 256. 45-60 Fine sandy loam, sandy <2 6.1 - 8.4 2.0-6.0 <br /> loam, coarse sandy <br /> loam; SM <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> See description of the wrap unit for composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On January 27, 2010, Live Oak excavated one shallow soil boring on the Site for the <br /> purpose of conducting a percolation test. The boring was four inches in diameter, 3.5 <br /> feet deep, and was excavated by hand auger. The boring location is indicated on Plate <br /> 2. <br /> The soil in the borings was within the range of what would be anticipated based on the <br /> Soil Survey data reviewed; silty sand and sand with silt were observed. The log for the <br /> soil boring is presented in Plate 9. <br /> LOGE1003 Page 5 <br />
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