*** Supplementary Characterization Data *** |
Pedon ID: 86NC099003 | ( Jackson, North Carolina ) | Print Date: Nov 12 2024 5:21AM |
Sampled as on Aug 30, 1986: | Cullowhee ; Sandy, mixed Fluvaquentic Humaquepts |
Revised to correlated: | Cullowhee ; Fine-loamy over sandy or sandy-skeletal, isotic, mesic Fluvaquentic Humaquept |
United States Department of Agriculture | ||||
SSL | - | Project | CP86NC249 MOUNTAIN SOILS | Natural Resources Conservation Service |
- | Site ID | S1986NC099003 Lat: 35° 17' 19.99" north Long: 83° 10' 48.00" west MLRA: 130 | National Soil Survey Center | |
- | Pedon No. | 86P0936 | 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 | |||||||||||||||||
86P05642 | 0-4 | Ap1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 42 | 25 | 17 | 12 | 99 | 97 | 84 | 51 | 33 | 0.13 | 0.098 | 0.001 | 90.4 | 7.2 | ||
86P05643 | 4-16 | Ap2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 96 | 52 | 31 | 21 | 14 | 99 | 98 | 89 | 61 | 40 | 0.10 | 0.069 | 0.001 | 88.5 | 3.1 | ||
86P05644 | 16-30 | Ap3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 53 | 31 | 21 | 15 | 100 | 99 | 91 | 62 | 40 | 0.09 | 0.068 | 0.001 | >100 | 3.5 | ||
86P05645 | 30-51 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 89 | 13 | 5 | 3 | 2 | 100 | 97 | 66 | 17 | 8 | 0.22 | 0.186 | 0.059 | 3.8 | 1.2 | ||
86P05646 | 51-63 | Cg | S | 100 | 100 | 100 | 100 | 100 | 97 | 93 | 89 | 74 | 10 | 4 | 2 | 2 | 85 | 80 | 55 | 13 | 5 | 0.29 | 0.224 | 0.075 | 3.8 | 1.0 | ||
86P05647 | 63-91 | C2 | S | 100 | 100 | 100 | 100 | 100 | 95 | 89 | 88 | 41 | 2 | 1 | 1 | tr | 73 | 49 | 16 | 3 | 2 | 0.69 | 0.517 | 0.164 | 4.2 | 1.0 | ||
86P05648 | 91-108 | C3 | S | 100 | 99 | 99 | 98 | 97 | 65 | 33 | 15 | 6 | 1 | tr | tr | tr | 10 | 7 | 3 | 1 | 1 | 8.47 | 6.811 | 0.956 | 8.9 | 2.1 | ||
86P05649 | 108-120 | C4 | S | 100 | 99 | 99 | 98 | 97 | 77 | 57 | 45 | 26 | 2 | tr | tr | tr | 38 | 30 | 15 | 3 | 1 | 5.22 | 2.855 | 0.171 | 30.6 | 0.3 |
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 | ||||||||||||||||||||||||||
86P05642 | 0-4 | Ap1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.07 | 1.17 | 1.38 | 1.67 | 1.07 | 1.11 | 1.17 | 1.38 | 1.67 | 1.48 | 1.48 | |||
86P05643 | 4-16 | Ap2 | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 1 | -- | -- | 1 | 99 | 1.42 | 1.47 | 1.76 | 1.88 | 1.41 | 1.44 | 1.46 | 1.75 | 1.88 | 0.87 | 0.88 | |||
86P05644 | 16-30 | Ap3 | S | tr | -- | -- | -- | -- | -- | tr | 100 | -- | -- | -- | tr | 100 | 1.30 | 1.34 | 1.61 | 1.81 | 1.30 | 1.32 | 1.34 | 1.62 | 1.81 | 1.04 | 1.04 | |||
86P05645 | 30-51 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.29 | 1.29 | 1.43 | 1.80 | 1.29 | 1.29 | 1.29 | 1.44 | 1.80 | 1.05 | 1.05 | |||
86P05646 | 51-63 | Cg | S | 11 | -- | -- | 11 | -- | 7 | 4 | 89 | 11 | -- | 7 | 4 | 89 | 1.531 | |||||||||||||
86P05647 | 63-91 | C2 | S | 12 | -- | -- | 12 | -- | 11 | 1 | 88 | 12 | -- | 11 | 1 | 88 | 1.531 | |||||||||||||
86P05648 | 91-108 | C3 | S | 85 | -- | -- | 85 | 3 | 64 | 18 | 15 | 85 | 3 | 64 | 18 | 15 | 2.361 | |||||||||||||
86P05649 | 108-120 | C4 | S | 55 | -- | -- | 55 | 3 | 40 | 12 | 45 | 55 | 3 | 40 | 12 | 45 | 1.931 |
*** Supplementary Characterization Data *** |
Pedon ID: 86NC099003 | ( Jackson, North Carolina ) | Print Date: Nov 12 2024 5:21AM |
Sampled As | : | Cullowhee | Sandy, mixed Fluvaquentic Humaquepts | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 86P0936 |
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 | |||||||||||||||||||||||||||
86P05642 | 0-4 | Ap1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 27 | 8 | 5 | 29 | 31 | 11 | 3.42 | 1.68 | 0.260 | 1.2 | 1.2 | 0.10 | 0.10 | ||||
86P05643 | 4-16 | Ap2 | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 32 | 15 | 7 | 12 | 34 | 13 | 1.54 | 0.82 | 0.090 | 0.7 | 0.7 | 0.18 | 0.18 | ||||
86P05644 | 16-30 | Ap3 | S | tr | -- | -- | -- | -- | -- | tr | 100 | 29 | 12 | 7 | 20 | 31 | 14 | 1.51 | 0.81 | 0.070 | 0.5 | 0.5 | 0.16 | 0.16 | ||||
86P05645 | 30-51 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 45 | 3 | 1 | 37 | 14 | 16 | 2.71 | 1.90 | 0.09 | 0.09 | |||||||
86P05646 | 51-63 | Cg | S | 6 | -- | -- | 6 | -- | 4 | 2 | 94 | 48 | 2 | 1 | 42 | 3.18 | 1.65 | |||||||||||
86P05647 | 63-91 | C2 | S | 7 | -- | -- | 7 | -- | 6 | 1 | 93 | 50 | 1 | 42 | 5.25 | |||||||||||||
86P05648 | 91-108 | C3 | S | 76 | -- | -- | 76 | 3 | 58 | 16 | 24 | 13 | 11 | 3.13 | ||||||||||||||
86P05649 | 108-120 | C4 | S | 40 | -- | -- | 40 | 2 | 29 | 9 | 60 | 32 | 1 | 27 | 3.67 |
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 | ||||||||||||||||||||||
86P05642 | 0-4 | Ap1 | S | 76 | 24 | 13 | 1 | 2 | 15 | 38 | 20 | 8 | 15 | 13 | fsl | 67.5 | 20.8 | 11.7 | 5.5 | |||||||
86P05643 | 4-16 | Ap2 | S | 1 | 1 | 1 | 68 | 31 | 16 | tr | 1 | 10 | 32 | 24 | 11 | 20 | 16 | fsl | 59.1 | 27.1 | 13.8 | 4.8 | ||||
86P05644 | 16-30 | Ap3 | S | 70 | 30 | 18 | tr | 1 | 10 | 34 | 26 | 11 | 19 | 18 | fsl | 59.9 | 25.1 | 15.0 | 4.8 | |||||||
86P05645 | 30-51 | C1 | S | 94 | 6 | 2 | tr | 3 | 32 | 50 | 9 | 3 | 3 | 2 | s | 92.2 | 5.7 | 2.1 | 4.9 | |||||||
86P05646 | 51-63 | Cg | S | 11 | 11 | 11 | 85 | 4 | 2 | 5 | 6 | 28 | 48 | 9 | 2 | 2 | 2 | s | 93.9 | 4.4 | 1.7 | 4.9 | ||||
86P05647 | 63-91 | C2 | S | 12 | 12 | 12 | 87 | 1 | tr | 17 | 28 | 38 | 14 | 2 | tr | 1 | tr | cos | 98.2 | 1.4 | 0.4 | 5.2 | ||||
86P05648 | 91-108 | C3 | S | 85 | 85 | 82 | 14 | tr | tr | 32 | 24 | 23 | 16 | 3 | 1 | 2 | 1 | cos | 96.4 | 2.8 | 0.8 | 5.4 | ||||
86P05649 | 108-120 | C4 | S | 55 | 55 | 52 | 44 | 1 | tr | 15 | 18 | 33 | 27 | 4 | 2 | 1 | 1 | cos | 97.4 | 2.0 | 0.6 | 5.1 |