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SU0004350 SSNL
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PA-0200224
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SU0004350 SSNL
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Entry Properties
Last modified
9/9/2024 11:19:07 AM
Creation date
9/4/2019 10:06:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004350
PE
2632
FACILITY_NAME
PA-0200224
STREET_NUMBER
17399
Direction
E
STREET_NAME
AVENA
STREET_TYPE
RD
City
ESCALON
APN
20319006
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
17399 E AVENA RD
RECEIVED_DATE
6/6/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\A\AVENA\17399\PA-0200224\SU0004350\SS STDY.PDF \MIGRATIONS\A\AVENA\17399\PA-0200224\SU0004350\NL STDY.PDF
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EHD - Public
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when dry. Furrow, border, and sprinkler irrigation systems are suitable. Returning crop residue to <br /> the soil or regularly adding other organic material improves fertility, minimizes crusting, and <br />� <br /> increases the rate of water intake. This unit is suited to irrigated g pasture. Irrigation water can be <br /> i applied by sprinkler and border methods. Leveling helps to ensure a uniform application of water. <br /> Proper stocking rates, pasture rotation, and restricted grazing during wet periods help to keep the <br /> pasture in good condition and protect the soil from compaction. If this unit is used for urban <br /> development, the main limitations are the high shrink-swell potential, the slow permeability, depth <br /> to the hardpan, and low strength.. The rare flooding is a hazard. Properly designing <br /> foundations and footings and diverting runoff away from buildings help to prevent the <br /> structural damage caused to rare flooding, which occurs during years of by shrinking and swelling. <br /> f On sites for septic tank absorption fields, the slow permeability can be overcome by increasing the <br /> size of the absorption field. Ripping the hardpan improves permeability and thus also improves the <br /> suitability of the soil for septic tank absorption fields. Properly designing buildings and roads can <br /> offset the limited ability of the soil to support a load. Houses, roads, and streets.should be <br /> constructed above expected flood levels. This map unit is in capability units Ills-8 (MLRA-17), <br /> irrigated,'and IVs-8 (MLRA-17), nonirrigated. It is in vegetative soil group G. <br /> 193-Madera sandy loam, 0 to 2 percent slopes <br /> This moderately well drained neary level soil is on low terraces It is moderately deep to a hardpan <br /> It formed in alluvium derived from granitic rock sources In areas that have not been leveled, <br /> slopes are complex and the landscape is characterized by hummocky microrelief. The native <br /> vegetation is mainly annual grasses and forbs. Meandering drainageways and closed depressions <br /> fill with water to form vernal pools during the winter in many areas. Elevation is 60 to 150 feet, The <br /> average annual precipitation is about 14 inches, the average annual air temperature is about 61 <br /> degrees F, and the average frost-free period is about 275 days. <br /> Typically, the surface layer is grayish brown and brown sandy loam about 19 inches thick. The <br /> upper 4 inches of the subsoil is brown sandy clay loam. The next 6 inches is a claypan of light <br /> reddish brown clay. <br /> The lower part to a depth of 60 inches is a pale brown and brown, indurated, iron- and silica- <br /> E cemented hardpan. In some areas the surface layer is fine sandy loam or loam" <br /> Included in this unit are small areas of Alamo soils in drainageways, Exeter and Jahant soils in <br /> s landscape positions similar to those of the Madera soil, and Veritas soils on the slightly higher <br /> ` parts of the landscape. Also included are small areas of Madera soils that have slopes of 2 to 5 <br /> percent and areas where depth to the hardpan is as little as'10 inches and most of the soil has <br /> been removed, altered, or exposed as a result of deep :leveling cuts. Included areas make up <br /> about 15 percent of the total acreage. <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 by 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 is briefly perched above the claypan and hardpan after periods of heavy <br /> Refer to page 22 for Endnotes and Reference Sources <br /> Western Dairy Design Associates,Inc.2003 <br /> 1 <br /> Page 5 <br />
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