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SU0002179 SSNL
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SU0002179 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:04 AM
Creation date
9/4/2019 10:16:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002179
PE
2626
FACILITY_NAME
UP-00-18
STREET_NUMBER
26457
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207004
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
26457 S BANTA RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BANTA\26457\UP-00-18\SU0002179\SS STDY.PDF
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EHD - Public
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38 <br /> Soil <br /> 121—Capay clay, wet 0 to 2 percent slopes. This increase the possibility that septic tank absorpi <br /> very deep, moderately well drained, nearly level soil is will not function properly. The slow permeabilit+ <br /> in interfan.basins. It formed in alluvium derived from overcome by increasing-the size of the absorpt <br /> kf" mixed rock sources. It has a high water table as a result Properly designing foundations and footings an <br /> of the application of help from buildings irrigation water. Drainage systems diverting runoff afs <br /> g 9 P to pre <br /> that require continual maintenance have been used to structural <br /> damage caused by shrinking and sw+ <br /> 'IIi 'I lower the water table. Elevation is 25 to 140 feet. The Properly designing buildings and roads can off; <br /> average annual precipitation is about 10 inches, the limited abilityof the soil to support pport a load. A dr, <br /> average annual air temperature is about 60 degrees F, system is needed it roads or building foundatio <br /> '€ and the average frost-free period is about 270 days. constructed. <br /> 3E �Ii <br /> Typically, the surface layer is grayish brown and dark This map unit is in capability units Ilw-5 (MLI <br /> grayish brown clay about 20 inches thick. The upper 24 irrigated, and IVw-5 (MLRA-17), nonirrigated. It <br /> I Y:1 inches of the subsoil is grayish brown, dark grayish vegetative 'soil group C. g <br /> =E�,II,I' brown, and dark brown clay. The.lower part to a depth <br /> i of 60 inches is pale brown silty clay loam and clay 122—Capay-Urban land complex, 0 to 2 pe <br /> €F f E loam. The soil is calcareous below a depth of 20 slopes. This nearly level map unit is in interfan <br /> inches. In some areas the surface layer is silty clay. Elevation is 30 to 200 feet. The average annua <br /> it Included in this unit are small areas of EI Solyo, precipitation is about 10 inches; the average ar <br /> Stomar,.and Vernalis soils on the slightly higher parts of temperature is about 60 degrees F, and the av( <br /> 'J" { the landscape. Also included are small areas of fine frost-free period is about 270 days. <br /> textured soils that are-saline-sodic in some part or that This unit is 50 percent Capay clay and 35 pe <br /> do not have a perched water table. Included areas Urban landT <br /> . he components Of this unit occur; <br /> make up about 15 percent of the total acreage. so intricately intermingled that it was not practic <br /> „Y€i! Permeability is slow in the Capay sail. Available map them separately at the scale used. <br /> water capacity is high. The-shrink-swell potential also is Included in this unit are small areas of EI Sol <br /> high. The effective rooting depth of the crops commonlyStomar, and Vernalis soils on the slightly higher <br /> €art <br /> I4 grown in the county-is limited by a perched water table the landscape. Also included are small areas of <br /> at a depth of 4 to 6 feet. Runoff is slow, and the hazard that have been altered by construction activities <br /> of water erosion is slight. The rate of water intake in fine textured soils that have a.perched water tal <br /> irrigated areas is 0.1 inch per hour. <br /> depth p of 48 inches. Included areas make up abc <br /> Most areas of this unit are used for irrigated crops or percent of the total acreage. <br /> A few ew areas are used for homesite <br /> The Capay soil is very deep and moderatelydevelopment. <br /> drained. It formed in alluvium derived from mixe <br /> This unit is suited to irrigated row, field, and orchard sources. Typically, the surface layer is grayish t <br /> crops. The main limitations are the high water table and and dark grayish brown clayabout 20 inches aches thr <br /> ,q the slow permeability. Deep-rooted crops can be grown subsoil to a depth of 60 inches is grayish brown <br /> in areas where natural drainage is adequate or where a grayish brown, and dark brown clay. In some an <br /> drainage system has been installed. Tile drainage can surface layer is silty clay. <br /> €f €l lower the water table if a suitable outlet is available. Permeability is slow in the Capay soil. Availat <br /> Careful applications of irrigation water are needed to water capacity is high. The shrink-swell potentia <br /> permeability, the applications should be Depth to the water table i prevent the buildup of a high water table. Because of high. The effective rooting depth. is 60 inches or <br /> � <br /> �f 'I the restricted <br /> s more than 6 feet. Ru€ <br /> regulated so that the water does not stand on the slow, and the hazard of water erosion is slight. 7 <br /> 'i'j surface and damage the crops. The soil should be of water intake in irrigated areas is 0.1 inch per I <br /> i';: cultivated only within a narrow range of moisture Urban land consists of areas covered by road <br /> ,a content. It is too sticky when wet and too hard when driveways, sidewalks, parking lots, buildings, an( <br /> dry. Returning crop residue to the soil or regularly g Y structures. The soil material under the imperviou <br /> € adding other organic material improves fertility, surface is similar to that of the Capay soil. <br /> fef minimizes crusting, and increases the rate of water Most areas of this unit are used for urban <br /> l intake. development. A few areas are used for irrigated <br /> If this unit is used for homesite development, the or orchards. <br /> 'tr,lj;;f main limitations are the slow permeability, the high Where the Capay soil is used for urban develc <br /> shrink-swell potential, low strength, and the high water the main limitations are the slow permeability, lo, <br /> table. The slow permeability and the high water table strength, and the high shrink-swell potential. On <br /> a r€f <br /> TPS <br />
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