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SCS-SOILS-3C <br />I-TI <br />FILE CODE SOILS-I1 <br />- U. S. DEPARTMENT OF AGRICULTURE ~ <br />SOIL CONSERVATION SERVICC' <br />SOIL SURVEY INTERPRETATIONS <br />R8-CI), Falfa loam, 3 to 17_ rercent slopes, This is a deep, reddish brown colored soil <br />occupying the gently sloping to sloping uplands and mesa tops. The loam surface soil <br />grades into clay loam or light clay subsoil. The dark s~lrface soil overlies a reddish <br />coloned subsoil. PPrmeabiiity is moderate and w3.terholding capacity is good. FY~osion <br />by both water and wind can be a problem when venetltive cover is sp^.rse, <br />[f Tl.. /. TOlI ouvalrel ANIn ruc~elrel Donocontt <br /> <br />MAJOR COARSE PERCENTAGE LESS THAN 3INCHES <br />SOIL <br />N OAIZONS CLASSIFICATION FRACT. <br />71N PA551NG SIE VE NO.--- AVAILABLE <br /> <br />IINCHES) . <br />~ PERMEA- WATER SOIL ~ SALINI <br />0 SHRINK- POTENTIAL <br /> USDA BILITY CAPACITY REACTION IE 1 <br />5 SWELL FROST <br /> TE%TURE UNIFIED MSHO ~ 10 b 700 LL PI Iln./nr) (Inrlnl (DH 1, P1 <br />~1 POTENTIAL ACTIOry <br />0-12 I•ight clay CL A-6 0 100 •100 R5- , 0-~0 30-~+0 .5-25 .2-.6 ,7.9-.21 ,4-8,4 Mod, Lolr <br /> 'loam 100 ' <br />12-60 Clay CH A-7 ~ 0, 100 100 90- .5-9s 50-60 0-30 .06-,2 .7.7-.19 ,4=8,4 High Low <br /> 1C0 ' <br />OE PTH TO BEDROCK OR HARDPAN: *~One FLOOD HAZARD: None ~ <br />DEPTN TO SEASONAL NIGH WATERTABLE None HYDROLOGIC GROUP }] <br />SIIITARII ITV AND MA lOR FEATURES AFFECTING SOIL AS RESOURCE MATERIAL <br />TDrsoIL: Fair -silty clay loam °RAVEL~Unsui.ted - no ^,and <br />SAND' unsuited - no sand RoADFILL: Poor - CY,, himh shrink-smell potential <br />DEGREE OF LIMITATION AND MAJOR SOIL FEATURES AFFECTING SELECTED USE <br />LOCAL ROADS ANO STREETS: SEPTIC TANK FILTER FIELUS: <br />Severe - CH hiPh shrinTc- e otent Sr e - T• + <br />SHALLOW EXCAVATIONS: SEWAGE LAGOONS: <br />Severe - c]~y texture h'oderate on 3-7~ slopes; severe on 7-12"5 slopes <br />Ow ELLIHGS: COR ROSIVITY -UNCOATED STEEL: <br />Severe - hi;;h shrink-swell potential }Iigh <br />RESERVOIR AREA: COR ROSIVITY -CONCRETE: <br />S].olr *±ermeabilit S?.irht <br />0.ESERVDIR EMBANKMENT: <br />High compressibi it <br />J <br /> <br /> <br />