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i~ U. S. DEPARTMENT OF AG ~ TURE <br />scs-soi~. ~, Hasa Oley loam, 0 t0 2 pbrcent 91opeB (H1A) ~f' Q SOIL CONSERVATION .r2VICE <br />`-'~ Mesa cla loam 2 to 5 <br />FILE CODE SOILS-~} Y . percent elopes ~M1H TypiC HaplargidB <br />fine-loamy, mixed, meaic ~ <br />SOIL SURVEY INTERPRETATIONS 34 <br />This is a dBe cell-draine19 soil, A t ic81 MLRA <br />P, yp profile has a loam Surface layer I <br />about 4 inches thick, and a clay loam subsoil about 12 inches thick, The under- f'S~Br~~,gN 'f~7ti I <br />],ying substratum is calcareous gravelly clay loam oTrerlying calcareous very gravelly <br />clay loam at about 32 inches. I <br />FSTIMaTFD PHV SIC'AI AND CHEMICAL PRO PER TIFS <br />nAIOH <br />L PE Prb+igGE LEb TITAN 31NGiL5 <br />SOIL. <br />HORi~uln C_ApSn' "aliLM1 FRACT <br />' i IN. PASSING SIEVE NO --- AVAILABLE <br /> <br />uNC nI S. PE RMEA- WATER SOIL SPUN ITT <br /> <br />° SHRINK- POTENT UL <br /> SOq B41TY CAPACITY PEACTION IEC ~IG SwELL FROST <br /> li IUF~ ....~ _ .-- n~~ a IV a0 ZDO LL PI 4n.'M1rI Vn Im InHI •]5`CI POTENTIAL ACTION <br />16 Clay loam CL A-h 0-5 0-95 80-90 0-80 65-70 ,2-0,6 12-,1B 7.4-8, odera Gov <br />b-32 Gravelly GC A-tl -lA ~-60 45-50 40-4 35-40 ,6-2.0 08-,12 7.9-i3, w Lox <br /> clay loam <br />32-60 very GP A-2 -15 5-40 25-35 20-3 10-]$ .6-2.0 .06-,1 7.9-8, x Lov <br /> gi.ave].ly. <br />Di PTII TO ELCROL qr nqF L'I'~n >`'O° FL000 HAZARD: NOne ' <br />Ih:I'LI iJ Si %•euN AL mGH ••'TE R-•e_t 7~N HY pROI VLIC GROUP ~8 <br />GI IIia RII ITV AND MA TOR FFA TI IR FS AFFECTING SOIL AS RESOURCE MATERIAL <br />"P`D" Fair to Poor -Coarse fra nts GRAVEL. Good beloTr 2 inches <br />YNp <br />'Good belocr 2 inc}les ROADFILL: <br />Goo <br />_ DECREE OF LIMITATION AND MAJOR SOIL FEATURES AFFECTING SELECTED USE <br />Lnl. wi+•0: AND ST PEETS SEPTIC TANK FILTER FIELDS: <br />Slight Slight <br />SuAUCw L~CAV ATIDNS SEWAGE LAGOONS: <br />Severe -Coarse fra ants Severe - parse fr ntB <br />DwE CLINGS COR ROSIV TTY -UNCOATED STEEL: <br />Sli ht ~ <br />RE 6ERVOIR AREA. E TE: <br />CARROfI VITY -CANCR <br />14odarate ermeabili ,I <br />+a!! ~ Q. <br />RESERVOIR EnDANKMENT: <br /> a <br />Oood stabilit sloir erri~abilit iY on rcted • <br />,I <br />