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Soil sur,,-. <br /> 128 <br /> development. This unit may provide wetland functions Typically, the surface layer .s grayish brown loam, <br /> and values. These should be considered in plans for coarse sand about 28 inches thick. The upper 25 Inc, ns <br /> f e <br /> enhancement of wildlife habitat or land use conversion. coarseusand. The ower part brown, <br /> to a depthmottled <br /> of7s inches` This unit is suited to irrigated row and field crops. <br /> The main limitations are the low available water pale brown, mottled loamy coarse sand. In some are s <br /> capacity and depth to the hardpan. General the surface layer is loamy fine sand or sandy loam. <br /> Included in this unit are small areas of Delhi and <br /> management considerations include the severe hazard Honcut soils on the slightly higher parts of the <br /> of soil blowing. Because the soil is droughty, <br /> applications of irrigation water should be light and landscape and Manteca and Veritas soils on the slit: i <br /> frequent. The high percentage of sand in the soil <br /> lower parts. Also included, in landscape positions <br /> reduces the amount of moisture available for plant similar to those of the Tinnin soil, are small areas of <br /> growth. The hardpan limits the suitability for deep- Timor soils and coarse textured soils that have a <br /> rooted crops. Where feasible, deep ripping of this <br /> medium textured substratum below a depth of 40 <br /> ` restrictive layer can help to overcome this limitation. inches. Included areas make up about 15 percent of e <br /> Sprinkler and drip irrigation systems are suitable. They tot lac eagPere.is rapid in the Tinnin soil. Available <br /> permit an even, controlled application of water, help to water capacity is low. The effective rooting depth is , ,) <br /> prevent excessive runoff, and minimize the risk of <br /> erosion. Careful applications of irrigation water are inches or more. Runoff is slow, and the hazard of vof <br /> er <br /> ated <br /> needed to prevent the buildup of a high water table. A erosarea'on s s13.Oslight. <br /> n ohes peahour Therhazake in d of so9 blowing <br /> tillage pan forms easily if the soil is tilled when wet. s severe. <br /> Chiseling or subsoiling breaks up the pan. When the Most areas of this unit are used for irrigated crops, <br /> wind velocity is high in spring, the hazard of soil orchards, or vineyards. A few areas are used for <br /> blowing can be reduced by properly managing all crop homesite development. <br /> residue and by minimizing tillage. This unit is suited to irrigated row, field, orchard, and <br /> This unit is suited to irrigated pasture. The main <br /> Because vineyard crops. The main limitation is the low available <br /> limitation is the low available water capacity. Be <br /> applications of irrigation water water capacity. General management considerations <br /> the soil is droughty, app 9 <br /> should be light and frequent. The water can be applied include the severe hazard of soil blowing. Because t ie <br /> by sprinkler and border methods. Leveling helps to <br /> soil is droughty, applications o <br /> ensure <br /> irrigation water should <br /> a uniform application of water. Proper stocking be light and frequent. The high percentage of sand in <br /> of <br /> rates, pasture rotation, and restricted grazing during wet the soil redues the plant growthcSpr'nklerland tdrip nirrigation oisture asystems able ar > <br /> periods help to keep the pasture in good condition and suitable. They permit an even, controlled application ,J <br /> protect the soil from compaction. water, help to prevent excessive runoff, and minimize <br /> If this unit is used for homesite development, the the risk of erosion. A tillage pan forms easily if the soil <br /> main limitations are depth to the hardpan and the rapid <br /> permeability. The rare flooding is a hazard. Ripping the p tilled when wet. Chiseling or subsoiling breaks up the <br /> hardpan improves permeability and thus also improves pan. When the wind velocity is high in spring the <br /> the suitability of the soil for septic tank absorption fields. hazard <br /> managing oilll blowinrop g <br /> due be reduced <br /> ducedby imizpg tillage. <br /> rly <br /> Community sewage systems may s needed because If thisunitis used for homesite development, the <br /> seepage from onsite sewage disposal systems can <br /> result in the contamination of water supplies. Houses, sewalle saetems mayon is the beneeded belcause se page <br /> roads, and streets should be constructed above from onsite sewage disposal systems can result in ti <br /> expected flood levels. contamination of water supplies. <br /> ` This map unit is in capability units rigatIlls- (MCRAin This map unit is in capability units Ills-4 (MLRA-1-' <br /> irrigated, and IVe-4 (MLRA-17), nonirrigated. It is in irrigated, and IVe-4 (MLRA-17), nonirrigated. It is in <br /> vegetative soil group B. vegetative soil group B. <br /> 255—Tinnin loamy coarse sand, 0 to 2 percentto 2 <br /> slopes. This very deep, well drained, nearly level soil is slopes. This avefi a sandy well ai e d nearer level so is <br /> on alluvial fans. It formed in alluvium derived from P formed in a <br /> granitic rock sources. Elevation is 20 to 70 feet. The oralnit cf an terraces.rock sourcesltA few aresllareudissected by <br /> average annual precipitation is about 11 inches, the 9 <br /> average annual air temperature is about 60 degrees F, <br /> intermittent sloughs that have been filled as a result „f <br /> ` and the average frost-free period is about 270 days. land leveling. Elevation is 10 to 125 feet. The avera�, <br />