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SU0002694 SSNL
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SU0002694 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:25 AM
Creation date
9/4/2019 5:31:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002694
PE
2633
FACILITY_NAME
SA-99-19
STREET_NUMBER
27815
Direction
E
STREET_NAME
DODDS
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
27815 E DODDS RD
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\D\DODDS\27815\SA-99-19\SU0002694\NL STDY.PDF
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EHD - Public
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• Hand Auer Borings <br /> Five hand auger borings were excavated to collect samples from each of the <br /> five dominant soil types present in the area of the teVelde project. The <br /> borings were advanced using an AMS soil auger with a 3 1/2 inch diameter <br /> auger bit. Each boring was drilled to a depth of approximately one foot <br /> below the surface and a sample was retrieved in the bit from the 12 inch to 18 <br /> inch depth interval. The sample was immediately packed into a two inch <br /> diameter by six inch long brass tube and the ends covered with plastic end <br /> caps. Each sample was labeled with the date and time of collection and the <br /> site plotted on a USGS 7 112 minute quadrangle map. <br /> Laboratory Analysis of Soil Samples <br /> One soil sample from a depth of five feet in each boring and the hand auger <br /> samples were submitted to A&L Western Agricultural Laboratories in <br /> Modesto, California, for analysis of the following constituents: <br /> • Organic Matter <br /> • Estimated Nitrogen Release <br /> • Phosphorus (Weak Bray and Sodium Bicarbonate-P) <br /> • Extractable Cations (Potassium, Magnesium, Calcium, and Sodium) <br /> • pH <br /> • Cation Exchange Capacity <br /> • Computed Percent Cation Saturation <br /> • Residual Nitrogen as Nitrate-Nitrogen <br /> • Soluble Salts <br /> • Excess Lime <br /> Reference appendix IV B for test results. <br /> Soil Physical Properties Analysis - <br /> A&L Western Laboratories also performed soil textural analyses on four <br /> samples from boring #1, five samples from boring #2, and one sample from <br /> boring #3. <br /> Reference appendix V C, 1&2. <br /> One soil sample from the bottom of each boring was collected for <br /> permeability analyses. The samples were retained in the two by six inch <br /> brass or stainless steel sleeves and submitted to Sierra Testing laboratories in <br /> El Dorado Hills, California. The samples were tested, as received, in the <br /> sleeves for Flexible-wall Permeability using ASTM Method #D5084. <br /> Reference appendix V E 4 <br /> I <br /> 24 <br />
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