*** Supplementary Characterization Data *** |
Pedon ID: 78SD053011 | ( Gregory, South Dakota ) | Print Date: Dec 4 2024 3:13AM |
Sampled as on Jun 1, 1978: | Labu ; Fine, montmorillonitic, mesic Vertic Ustochrept |
Revised to correlated: | Labu ; Very-fine, smectitic, mesic Vertic Ustochrepts |
United States Department of Agriculture | ||||
SSL | - | Project | CP78SD136 GREGORY COUNTY | Natural Resources Conservation Service |
- | Site ID | S1978SD053011 Lat: 43° 24' 57.00" north Long: 99° 18' 55.00" west MLRA: 63B | National Soil Survey Center | |
- | Pedon No. | 78P0364 | Soil Survey Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 |
Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | -20- | -21- | -22- | -23- | -24- | -25- | |||
(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -) | (- - - - - Cumulative Curve Fractions - - - - -) (<75mm) | ( Atter- ) | ( Gradation ) | |||||||||||||||||||||||||
Percentage Passing Sieve | USDA Less Than Diameters (mm) at | berg | Uni- | Cur- | ||||||||||||||||||||||||
Depth | 3 | 2 | 3/2 | 1 | 3/4 | 3/8 | 4 | 10 | 40 | 200 | 20 | 5 | 2 | 1. | .5 | .25 | .10 | .05 | 60 | 50 | 10 | LL | PI | fmty | vtur | |||
Layer | (cm) | Horz | Prep | (-------------------Inches-------------------) | (---------Number---------) | (------Microns----) | (---------Millimeter----------) | (-----Percentile---) | (----%----) | CU | CC | |||||||||||||||||
78P01984 | 0-10 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 96 | 93 | 74 | 61 | 99 | 98 | 98 | 97 | 96 | -- | 0.001 | -- | 6.6 | 0.7 | ||
78P01985 | 10-30 | B | S | 100 | 100 | 100 | 100 | 100 | 83 | 66 | 38 | 37 | 36 | 35 | 27 | 22 | 38 | 37 | 37 | 36 | 36 | 3.91 | 2.884 | 0.001 | >100 | -- | ||
78P01986 | 30-61 | Bk | S | 100 | 100 | 100 | 100 | 100 | 72 | 43 | 13 | 13 | 12 | 12 | 10 | 8 | 13 | 13 | 13 | 12 | 12 | 7.13 | 5.580 | 0.006 | >100 | 999.9 | ||
78P01987 | 61-69 | C1 | S | 100 | 100 | 100 | 100 | 100 | 69 | 37 | 19 | 18 | 18 | 17 | 13 | 11 | 19 | 18 | 18 | 18 | 17 | 7.83 | 6.270 | 0.002 | >100 | 999.9 | ||
78P01988 | 69-94 | C2 | S | 100 | 100 | 100 | 100 | 100 | 70 | 40 | 22 | 22 | 21 | 21 | 17 | 14 | 22 | 22 | 22 | 21 | 21 | 7.49 | 5.932 | 0.001 | >100 | 999.9 | ||
78P01989 | 94-127 | Cr | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 94 | 93 | 91 | 71 | 58 | 94 | 94 | 94 | 93 | 92 | -- | 0.001 | -- | 7.8 | 0.6 |
Tier 2 | -26- | -27- | -28- | -29- | -30- | -31- | -32- | -33- | -34- | -35- | -36- | -37- | -38- | -39- | -40- | -41- | -42- | -43- | -44- | -45- | -46- | -47- | -48- | -49- | -50- | |||||
(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -) | (- - Void - -) | ||||||||||||||||||||||||||||
Whole Soil (mm) | <75 mm Fraction | Whole Soil | <2 mm Fraction | Ratios | ||||||||||||||||||||||||||
>2 | 250 | 250 | 75 | 75 | 20 | 5 | 75 | 75 | 20 | 5 | Soil Sur | Engineering | Soil Survey | Engineering | At 33 kPa | |||||||||||||||
Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | -2 | -20 | -5 | -2 | <2 | 33 | Oven | Moist | Satur | 33 | 1500 | Oven | Moist | Satur | Whole | <2 | |||||||
Layer | (cm) | Horz | Prep | (------------------- % of Whole Soil ------------------) | (--------- % of <75 mm ---------) | kPa | -dry | -ated | kPa | kPa | -dry | -ated | Soil | mm | ||||||||||||||||
3B1 | 3B1 | 3B1 | 4A1d | 4A1h | ||||||||||||||||||||||||||
78P01984 | 0-10 | A | S | tr | -- | -- | -- | -- | tr | tr | 100 | -- | -- | tr | tr | 100 | 1.19 | 1.43 | 1.49 | 1.74 | 1.18 | 1.13 | 1.42 | 1.47 | 1.73 | 1.23 | 1.25 | |||
78P01985 | 10-30 | B | S | 62 | -- | -- | 62 | -- | 34 | 28 | 38 | 62 | -- | 34 | 28 | 38 | 1.732 | |||||||||||||
78P01986 | 30-61 | Bk | S | 87 | -- | -- | 87 | -- | 57 | 30 | 13 | 87 | -- | 57 | 30 | 13 | 2.22 | 2.47 | 2.35 | 2.38 | 1.11 | 1.40 | 1.74 | 1.62 | 1.69 | 0.19 | 1.39 | |||
78P01987 | 61-69 | C1 | S | 81 | -- | -- | 81 | -- | 63 | 18 | 19 | 81 | -- | 63 | 18 | 19 | 2.162 | |||||||||||||
78P01988 | 69-94 | C2 | S | 78 | -- | -- | 78 | -- | 60 | 18 | 22 | 78 | -- | 60 | 18 | 22 | 2.162 | |||||||||||||
78P01989 | 94-127 | Cr | S | 5 | -- | -- | 5 | -- | tr | 5 | 95 | 5 | -- | tr | 5 | 95 | 1.491 |
*** Supplementary Characterization Data *** |
Pedon ID: 78SD053011 | ( Gregory, South Dakota ) | Print Date: Dec 4 2024 3:13AM |
Sampled As | : | Labu | Fine, montmorillonitic, mesic Vertic Ustochrept | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 78P0364 |
Tier 3 | -51- | -52- | -53- | -54- | -55- | -56- | -57- | -58- | -59- | -60- | -61- | -62- | -63- | -64- | -65- | -66- | -67- | -68- | -69- | -70- | -71- | -72- | -73- | -74- | -75- | |||
(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -) | C | (- - - - - - - Ratios To Clay - - - - - -) | (- - Linear Extensiblity - -) | (- - WRD - -) | ||||||||||||||||||||||||
Whole Soil (mm) At 33 kPa | /N | <2 mm Fraction | Whole Soil | <2 mm | Whole | <2 | ||||||||||||||||||||||
>2 | 250 | 250 | 75 | 75 | 20 | 5 | 2- | .05- | LT | Pores | Rat | Fine | CEC | 1500 | LEP | 33 kPa | to % | Soil | mm | |||||||||
Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | .05 | .002 | .002 | D | F | -io | Clay | Sum | NH4- | kPa | 33 | 1500 | Oven | 1500 | Oven | ||||||
Layer | (cm) | Horz | Prep | (----------------------------- % of Whole Soil ---------------------------) | Cats | OAC | H2O | kPa | kPa | -dry | kPa | -dry | (---in3/in3---) | |||||||||||||||
8D1 | 4C1 | |||||||||||||||||||||||||||
78P01984 | 0-10 | A | S | tr | -- | -- | -- | -- | tr | tr | 100 | 2 | 15 | 27 | 25 | 30 | 9 | 0.46 | 0.110 | -- | ||||||||
78P01985 | 10-30 | B | S | 40 | -- | -- | 40 | -- | 22 | 18 | 60 | 1 | 9 | 15 | 35 | 8 | 0.46 | |||||||||||
78P01986 | 30-61 | Bk | S | 73 | -- | -- | 73 | -- | 48 | 25 | 27 | 1 | 4 | 7 | 3 | 13 | 6 | 0.46 | 0.260 | 1.8 | 8.0 | 0.05 | 0.19 | |||||
78P01987 | 61-69 | C1 | S | 65 | -- | -- | 65 | -- | 51 | 14 | 35 | 1 | 5 | 9 | 18 | 0.67 | ||||||||||||
78P01988 | 69-94 | C2 | S | 64 | -- | -- | 64 | -- | 49 | 15 | 36 | 1 | 6 | 11 | 18 | 0.42 | ||||||||||||
78P01989 | 94-127 | Cr | S | 3 | -- | -- | 3 | -- | tr | 3 | 97 | 2 | 19 | 32 | 44 | 0.43 |
Tier 4 | -76- | -77- | -78- | -79- | -80- | -81- | -82- | -83- | -84- | -85- | -86- | -87- | -88- | -89- | -90- | -91- | -92- | -93- | -94- | -95- | -96- | -97- | -98- | |||
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -) | Text | PSDA (mm) | pH | Elect. | Part- | |||||||||||||||||||||
(--------------- Whole Soil ---------------) | (------------------- <2 mm Fraction -------------------) | -ure | Sand | Silt | Clay | Ca | Res- | Con- | -icle | |||||||||||||||||
>2 | 75 | 20 | 2- | .05- | < | (------------- Sands -------------) | (--- Silts ---) | Cl | by | 2- | .05- | < | Cl2 | ist. | duct | Den- | ||||||||||
Depth | -20 | -2 | .05 | .002 | .002 | VC | C | M | F | VF | C | F | ay | PSDA | .05 | .002 | .002 | .01M | ohms | dS m-1 | sity | |||||
Layer | (cm) | Horz | Prep | (- % of >2 mm Sand and Silt -) | (------------------% of Sand and Silt -------------) | <2 mm | (---- % of 2 mm ----) | (-------- <2 mm --------) | g cm-3 | |||||||||||||||||
3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 8C1e | 8E1 | 8A1a | ||||||||||||||||||||
78P01984 | 0-10 | A | S | 11 | 89 | 155 | 2 | 2 | 1 | 3 | 3 | 6 | 83 | 155 | c | 4.5 | 34.7 | 60.8 | 7.5 | 0.72 | ||||||
78P01985 | 10-30 | B | S | 80 | 80 | 80 | 3 | 17 | 29 | 2 | 3 | 2 | 4 | 3 | 5 | 81 | 144 | c | 5.7 | 35.3 | 59.0 | 7.8 | 0.55 | |||
78P01986 | 30-61 | Bk | S | 95 | 95 | 95 | 1 | 4 | 9 | 3 | 3 | 2 | 5 | 4 | 3 | 80 | 165 | c | 6.6 | 31.1 | 62.3 | 7.8 | 0.54 | |||
78P01987 | 61-69 | C1 | S | 91 | 91 | 91 | 2 | 7 | 12 | 3 | 4 | 3 | 5 | 4 | 3 | 77 | 128 | c | 8.7 | 35.2 | 56.1 | 7.8 | 0.60 | |||
78P01988 | 69-94 | C2 | S | 90 | 90 | 90 | 1 | 9 | 16 | 2 | 2 | 1 | 2 | 2 | 91 | 165 | c | 3.3 | 34.4 | 62.3 | 7.8 | 0.58 | ||||
78P01989 | 94-127 | Cr | S | 12 | 12 | 12 | 7 | 81 | 137 | 2 | 1 | 1 | 2 | 3 | 1 | 90 | 155 | c | 3.3 | 35.9 | 60.8 | 8.0 | 1500 | 0.43 |