*** Supplementary Characterization Data *** |
Pedon ID: 96SD115021 | ( Spink, South Dakota ) | Print Date: Feb 16 2025 5:45AM |
Sampled as on Oct 16, 1996: | Shue ; Sandy over loamy, mixed, mesic Typic Epiaquoll |
Revised to correlated on Sep 13, 2005: | SHUE ; Sandy over loamy, mixed, superactive, mesic Typic Epiaquolls |
United States Department of Agriculture | ||||
SSL | - | Project | CP97SD056 SPINK AND BROWN COUNTIES | Natural Resources Conservation Service |
- | Site ID | S1996SD115021 Lat: 44° 39' 43.00" north Long: 98° 25' 52.01" west MLRA: 55C | National Soil Survey Center | |
- | Pedon No. | 97P0244 | 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 | |||||||||||||||||
97P01625 | 0-8 | A1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 92 | 21 | 9 | 7 | 6 | 100 | 97 | 76 | 31 | 14 | 0.18 | 0.147 | 0.025 | 7.3 | 2.1 | ||
97P01626 | 8-23 | A2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 90 | 15 | 6 | 5 | 4 | 100 | 97 | 71 | 21 | 8 | 0.20 | 0.171 | 0.056 | 3.7 | 1.2 | ||
97P01627 | 23-43 | AC | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 90 | 13 | 4 | 4 | 4 | 100 | 97 | 69 | 19 | 5 | 0.21 | 0.177 | 0.063 | 3.4 | 1.1 | ||
97P01628 | 43-61 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 90 | 16 | 6 | 5 | 5 | 100 | 97 | 70 | 25 | 9 | 0.20 | 0.167 | 0.052 | 3.9 | 1.2 | ||
97P01629 | 61-90 | Ab | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 22 | 10 | 8 | 7 | 100 | 99 | 80 | 31 | 15 | 0.17 | 0.142 | 0.017 | 10.0 | 3.2 | ||
97P01630 | 90-120 | 2Cg2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 44 | 23 | 20 | 18 | 99 | 98 | 87 | 55 | 31 | 0.12 | 0.087 | 0.001 | >100 | 22.7 | ||
97P01631 | 120-203 | 2Cg3 | S | 100 | 100 | 100 | 99 | 99 | 98 | 96 | 91 | 85 | 67 | 49 | 31 | 19 | 89 | 87 | 81 | 70 | 62 | 0.04 | 0.022 | 0.001 | 65.0 | 0.8 |
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 | ||||||||||||||||||||||||||
97P01625 | 0-8 | A1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.56 | 1.60 | 1.81 | 1.97 | 1.56 | 1.59 | 1.60 | 1.81 | 1.97 | 0.70 | 0.70 | |||
97P01626 | 8-23 | A2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.59 | 1.70 | 1.86 | 1.99 | 1.59 | 1.69 | 1.70 | 1.86 | 1.99 | 0.67 | 0.67 | |||
97P01627 | 23-43 | AC | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.58 | 1.59 | 1.69 | 1.98 | 1.58 | 1.59 | 1.59 | 1.69 | 1.98 | 0.68 | 0.68 | |||
97P01628 | 43-61 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.52 | 1.55 | 1.60 | 1.95 | 1.52 | 1.54 | 1.55 | 1.60 | 1.95 | 0.74 | 0.74 | |||
97P01629 | 61-90 | Ab | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.57 | 1.66 | 1.68 | 1.98 | 1.57 | 1.62 | 1.66 | 1.68 | 1.98 | 0.69 | 0.69 | |||
97P01630 | 90-120 | 2Cg2 | S | tr | -- | -- | -- | -- | -- | tr | 100 | -- | -- | -- | tr | 100 | 1.51 | 1.66 | 1.78 | 1.94 | 1.51 | 1.60 | 1.66 | 1.78 | 1.94 | 0.75 | 0.75 | |||
97P01631 | 120-203 | 2Cg3 | S | 9 | -- | -- | 9 | 1 | 3 | 5 | 91 | 9 | 1 | 3 | 5 | 91 | 1.501 |
*** Supplementary Characterization Data *** |
Pedon ID: 96SD115021 | ( Spink, South Dakota ) | Print Date: Feb 16 2025 5:45AM |
Sampled As | : | Shue | Sandy over loamy, mixed, mesic Typic Epiaquoll | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 97P0244 |
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 | |||||||||||||||||||||||||||
97P01625 | 0-8 | A1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 51 | 5 | 3 | 16 | 25 | 9 | 2.45 | 1.14 | 0.140 | 0.6 | 0.6 | 0.15 | 0.15 | ||||
97P01626 | 8-23 | A2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 55 | 2 | 3 | 13 | 27 | 12 | 1.31 | 0.64 | 0.550 | 2.1 | 2.1 | 0.23 | 0.23 | ||||
97P01627 | 23-43 | AC | S | -- | -- | -- | -- | -- | -- | -- | 100 | 57 | 1 | 2 | 29 | 11 | 7 | 1.86 | 0.46 | 0.050 | 0.2 | 0.2 | 0.09 | 0.09 | ||||
97P01628 | 43-61 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 52 | 2 | 3 | 35 | 8 | 10 | 1.19 | 0.42 | 0.150 | 0.4 | 0.4 | 0.05 | 0.05 | ||||
97P01629 | 61-90 | Ab | S | -- | -- | -- | -- | -- | -- | -- | 100 | 50 | 4 | 4 | 30 | 11 | 6 | 1.07 | 0.46 | 0.260 | 1.1 | 1.1 | 0.06 | 0.06 | ||||
97P01630 | 90-120 | 2Cg2 | S | tr | -- | -- | -- | -- | -- | tr | 100 | 39 | 8 | 10 | 16 | 27 | 1.02 | 0.46 | 0.180 | 1.9 | 1.9 | 0.15 | 0.15 | |||||
97P01631 | 120-203 | 2Cg3 | S | 5 | -- | -- | 5 | 1 | 2 | 3 | 95 | 17 | 25 | 11 | 43 | 0.49 |
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 | 4C1a2a | ||||||||||||||||||||||
97P01625 | 0-8 | A1 | S | 92 | 8 | 6 | 1 | 2 | 22 | 49 | 18 | 5 | 3 | 6 | lfs | 86.4 | 7.8 | 5.8 | 5.5 | |||||||
97P01626 | 8-23 | A2 | S | 96 | 4 | 4 | tr | 3 | 27 | 52 | 13 | 2 | 2 | 4 | fs | 92.0 | 3.8 | 4.2 | 6.2 | |||||||
97P01627 | 23-43 | AC | S | 98 | 2 | 4 | tr | 3 | 29 | 51 | 14 | 1 | 1 | 4 | s | 94.6 | 1.7 | 3.7 | 6.3 | |||||||
97P01628 | 43-61 | C1 | S | 95 | 5 | 5 | tr | 3 | 29 | 48 | 16 | 4 | 1 | 5 | s | 90.9 | 4.3 | 4.8 | 6.5 | |||||||
97P01629 | 61-90 | Ab | S | 92 | 8 | 8 | tr | 1 | 20 | 53 | 18 | 5 | 3 | 8 | lfs | 85.5 | 7.3 | 7.2 | 6.3 | |||||||
97P01630 | 90-120 | 2Cg2 | S | 84 | 16 | 22 | 1 | 2 | 13 | 40 | 29 | 10 | 7 | 22 | fsl | 68.8 | 13.3 | 17.9 | 6.9 | |||||||
97P01631 | 120-203 | 2Cg3 | S | 11 | 11 | 10 | 36 | 53 | 23 | 2 | 4 | 8 | 15 | 12 | 18 | 41 | 26 | l | 32.1 | 47.2 | 20.7 | 7.8 |