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SU0002496 SSNL
Environmental Health - Public
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SU0002496 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:15 AM
Creation date
9/9/2019 9:08:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002496
PE
2633
FACILITY_NAME
SA-01-23
STREET_NUMBER
13124
Direction
S
STREET_NAME
ROBINSON
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/29/2001 12:00:00 AM
SITE_LOCATION
13124 S ROBINSON RD
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\ROBINSON\13124\SA-01-23\SU0002496\NL STDY MGMT PLN.PDF
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EHD - Public
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Soil type #195: This is approximately 20% of the soil at the site. <br /> Name: Madera-Alamo complex, leveled, 0 to 1 percent slope. <br /> This soil is 65% Madera sandy loam and 20% an Alamo soil that has overburden of sandy loam. <br /> The Alamo soil was originally in old drainageways prior to leveling. Included in unit are small <br /> areas of Jahant and San Joaquin soils that have been ripped or leveled and have remnants of <br /> claypan and hardpan materials through out the profile. <br /> The Madera soil is moderately deep to a hardpan and is moderately well drained. It is formed in <br /> alluvium derived from granitic rock sources. Typically, the surface layer is grayish brown sandy <br /> loam about 10 inches thick. The upper part of the subsoil is brown clay about 10 inches thick. The <br /> lower part to a depth of 60 inches is a brown and pale brown, indurated, silica-cemented hardpan. <br /> In some areas the surface layer is fine sandy loam or loam. <br /> Permeability is very slow in the Madera soil. Available water capacity is low. The shrink-swell <br /> potential is high. The effective rooting depth is limited to the hardpan at a depth of 20 to 40 <br /> inches. Roots are restricted to cracks and the faces of peds in the claypan, which is at a depth of <br /> 10 to 25 inches. Water briefly perched above the claypan and hardpan after periods of heavy <br /> rainfall or irrigation. Runoff is very slow and the hazard of water erosion is slight. The rate of water <br /> intake in irrigated areas is 1.5 inched per hour. The soil is subject to rare flooding, which occurs <br /> during years of abnormally high precipitation. <br /> The Alamo soil is moderately deep to a hardpan and is poorly drained. It formed in alluvium <br /> derived from mixed rock sources. Typically the surface layer is gray and brown sandy loam <br /> overburden derived from the adjacent Madera soil. It is about 12 inched thick. Below this is a <br /> buried surface layer of dark gray and dark grayish brown clay about 13 inches thick. The upper <br /> part of the subsoil is dark gray clay about 9 inches thick. The lower part to a depth of 60 inches is <br /> a brown and pale brown, indurated, silica-cemented hardpan. In some areas the surface layer is <br /> loam or clay loam. <br /> Permeability is very slow in the Alamo soil. Available water capacity is low. The shrink-swell <br /> potential is high. The effective rooting depth is limited by the hardpan at a depth of 20to 40 inches. <br /> Roots are restricted to cracks and the faces of peds in the buried soul, which is at a depth of 12 to <br /> 20 inches. Water is perched within a depth of 12 inches after periods of heavy rainfall or irrigation. <br /> Runoff is very slow and water erosion is slight. The rate of water intake in irrigated areas is 1 .5 <br /> inches per hour. The soil is subject to rare flooding, which occurs during years of abnormally high <br /> precipitation. <br /> The main limitation is the low available water capacity. Because these soils are droughty, <br /> applications of irrigation water should be light and frequent. A drainage system may be needed. <br /> Irrigation water may be applied by using sprinkler and border methods. The hardpan limits the <br /> Refer to page 30 for Endnotes and Reference Sources <br /> Soil Suitability Study <br /> Property Name and Address: Frank Faria Dairy,Inc., 12182 S.Robinson Road,Escalon,CA 95320 <br /> Page 8 <br /> .e, n—ice„i naviri Avila 2001 <br />
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