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SU0008707 SSNL
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SU0008707 SSNL
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Entry Properties
Last modified
5/7/2020 11:33:38 AM
Creation date
9/6/2019 9:57:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008707
PE
2622
FACILITY_NAME
PA-1100056
STREET_NUMBER
24650
Direction
N
STREET_NAME
MACKVILLE
STREET_TYPE
RD
City
CLEMENTS
APN
02115008 26
ENTERED_DATE
4/11/2011 12:00:00 AM
SITE_LOCATION
24650 N MACKVILLE RD
RECEIVED_DATE
4/11/2011 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\M\MACKVILLE\24650\PA-1100056\SU0008707\SS STDY.PDF
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EHD - Public
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Table 1. Selected Properties of Ort-Site Soils (USDA, 1992) <br /> Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map (�n) Classification mmhoslcm <br /> Reaction ability absorption <br /> Symbol <br /> pH (in/hr) fields <br /> Ramoth 0-14 Sandy loam; SM <2 5.6-6.5 2.0-6.0 Severe: <br /> sandy loam, 14-32 Sandy loam, coarse <2 5.6-6.5 2.0-6.0 peres slowly <br /> 8-15% sandy loam: SC-SM <br /> slopes, 32-54 Sandy clay loam; SC <2 6.1-7.3 0.2-0.6 <br /> 217 54-60 Sandy loam, coarse <2 6.1-7.3 20-6.0 <br /> sandy loam, loamy <br /> coarse sand; SM <br /> Ramoth 0-14 Sandy loam; SM <2 5.6-6.5 2.0-6.0 Severe: <br /> sandy loam, 14-32 Sandy loam, coarse <2 5.6-6.5 2.0-6.0 peres <br /> 15-30% sandy loam; SC-SM slowly, <br /> slopes, 32-54 Sandy clay loam; SC <2 6.1-7.3 0.2-0.6 slope <br /> 218 54-60 Sandy loam, coarse <2 6.1-7.3 2.0-6.0 <br /> sandy loam, loamy <br /> coarse sand; SM <br /> Vina fine 0-9 Fine sandy loam; SM <2 6.1-7.3 2.0-6.0 Moderate.- <br /> sandy <br /> oderate:sandy loam, 9-37 Sandy loam, loam, fine <2 6.1-7.3 0.6-2.0 flooding, <br /> 0-2 sandy loam; CL-ML, ML, peres slowly <br /> slopes, SC-SM, SM <br /> 272 37-60 Stratified sandy loam to <2 6.1-7.3 0.6-2.0 <br /> loam; ML, SM <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 June 1 through 3, 2011, Live Oak excavated soil borings on the proposed parcels on <br /> the Site for the purpose of conducting percolation tests. A shallow boring was <br /> excavated on Parcel 3, and both shallow and deep borings were excavated on Parcels <br /> 1 and 2 (five borings total). The borings were four inches in diameter and were <br /> excavated by hand auger. Depths of the borings were 3.18, 3.20, 3.45, 0.15, and 7.75, <br /> feet below ground surface (Table 2). The boring locations are indicated on Plate 2. <br /> The soil in the borings was similar to that described by the Soil Survey. For borings P1 <br /> and P2, the surface soil was medium to coarse sandy silt to approximately 4 feet, after <br /> which medium to coarse sand with sift was encountered to a depth of 7.75 feet. For <br /> boring P3, fine to medium sandy silt was encountered to the full depth of the boring <br /> (3.18 feet). The logs for the soil borings are presented in Plates 9 and 10. <br /> LOGE 1107 Page 5 <br />
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