*** Supplementary Characterization Data *** |
Pedon ID: 91NC021001 | ( Buncombe, North Carolina ) | Print Date: Nov 21 2024 12:35PM |
Sampled as on Sep 29, 1991: | Hayesville ; Clayey, mixed Typic Hapludults |
Revised to correlated: | Hayesville ; Fine, allitic, mesic Typic Kanhapludult |
United States Department of Agriculture | ||||
SSL | - | Project | CP92NC019 MOUNTAIN SOILS - BUNCOMBE COUNTY | Natural Resources Conservation Service |
- | Site ID | S1991NC021001 Lat: 35° 31' 45.00" north Long: 82° 34' 12.00" west MLRA: 130 | National Soil Survey Center | |
- | Pedon No. | 92P0081 | 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 | |||||||||||||||||
92P00580 | 0-17 | Ap | S | 100 | 100 | 100 | 100 | 100 | 97 | 94 | 91 | 86 | 48 | 32 | 23 | 17 | 90 | 88 | 81 | 55 | 40 | 0.12 | 0.079 | 0.001 | >100 | 2.1 | ||
92P00585 | 90-114 | C1 | S | 100 | 100 | 100 | 100 | 100 | 96 | 92 | 90 | 85 | 37 | 21 | 17 | 14 | 89 | 88 | 78 | 45 | 29 | 0.15 | 0.114 | 0.001 | >100 | 17.2 | ||
92P00586 | 114-185 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 88 | 29 | 11 | 7 | 4 | 97 | 92 | 76 | 38 | 19 | 0.17 | 0.132 | 0.014 | 11.9 | 2.3 | ||
92P00587 | 185-203 | C3 | S | 100 | 100 | 100 | 100 | 100 | 93 | 86 | 77 | 64 | 23 | 11 | 8 | 6 | 74 | 67 | 53 | 28 | 16 | 0.35 | 0.224 | 0.013 | 27.1 | 2.6 | ||
92P00588 | 203-254 | Cr | S | 100 | 95 | 92 | 87 | 83 | 82 | 80 | 77 | 62 | 29 | 13 | 8 | 5 | 72 | 65 | 54 | 36 | 21 | 0.36 | 0.202 | 0.008 | 46.8 | 2.1 |
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 | ||||||||||||||||||||||||||
92P00580 | 0-17 | Ap | S | 9 | -- | -- | 9 | -- | 6 | 3 | 91 | 9 | -- | 6 | 3 | 91 | 1.60 | 1.64 | 1.84 | 2.00 | 1.54 | 1.56 | 1.58 | 1.79 | 1.96 | 0.66 | 0.72 | |||
92P00581 | 17-30 | BA | S | -- | tr | tr | 1.51 | 1.55 | ||||||||||||||||||||||
92P00582 | 30-44 | Bt1 | S | -- | tr | tr | 1.31 | 1.38 | ||||||||||||||||||||||
92P00583 | 44-72 | Bt2 | S | -- | tr | tr | 1.27 | 1.35 | ||||||||||||||||||||||
92P00584 | 72-90 | BC | S | -- | tr | tr | 1.50 | 1.52 | ||||||||||||||||||||||
92P00585 | 90-114 | C1 | S | 10 | -- | -- | 10 | -- | 8 | 2 | 90 | 10 | -- | 8 | 2 | 90 | 1.59 | 1.59 | 1.84 | 1.99 | 1.52 | 1.52 | 1.52 | 1.79 | 1.95 | 0.67 | 0.74 | |||
92P00586 | 114-185 | C2 | S | 1 | -- | -- | 1 | -- | tr | 1 | 99 | 1 | -- | tr | 1 | 99 | 1.63 | 1.63 | 1.81 | 2.01 | 1.62 | 1.62 | 1.62 | 1.80 | 2.01 | 0.63 | 0.64 | |||
92P00587 | 185-203 | C3 | S | 23 | -- | -- | 23 | -- | 14 | 9 | 77 | 23 | -- | 14 | 9 | 77 | 1.95 | 1.95 | 2.05 | 2.21 | 1.80 | 1.80 | 1.80 | 1.93 | 2.12 | 0.36 | 0.47 | |||
92P00588 | 203-254 | Cr | S | 23 | -- | -- | 23 | 17 | 3 | 3 | 77 | 23 | 17 | 3 | 3 | 77 | 1.57 | 1.57 | 1.76 | 1.98 | 1.40 | 1.40 | 1.40 | 1.62 | 1.87 | 0.69 | 0.89 | |||
92P00589 | 114-185 | S | -- | -- | -- |
*** Supplementary Characterization Data *** |
Pedon ID: 91NC021001 | ( Buncombe, North Carolina ) | Print Date: Nov 21 2024 12:35PM |
Sampled As | : | Hayesville | Clayey, mixed Typic Hapludults | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0081 |
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 | |||||||||||||||||||||||||||
92P00580 | 0-17 | Ap | S | 5 | -- | -- | 5 | -- | 4 | 2 | 95 | 31 | 14 | 11 | 16 | 24 | 0.38 | 0.34 | 0.43 | 0.050 | 0.4 | 0.4 | 0.12 | 0.12 | ||||
92P00581 | 17-30 | BA | S | 0.36 | 0.09 | |||||||||||||||||||||||
92P00582 | 30-44 | Bt1 | S | 0.40 | 0.13 | |||||||||||||||||||||||
92P00583 | 44-72 | Bt2 | S | 0.43 | 0.13 | |||||||||||||||||||||||
92P00584 | 72-90 | BC | S | 0.57 | 0.14 | |||||||||||||||||||||||
92P00585 | 90-114 | C1 | S | 6 | -- | -- | 6 | -- | 5 | 1 | 94 | 36 | 9 | 8 | 15 | 25 | 0.56 | 0.19 | 0.68 | 0.10 | 0.11 | |||||||
92P00586 | 114-185 | C2 | S | 1 | -- | -- | 1 | -- | tr | 1 | 99 | 50 | 9 | 2 | 20 | 18 | 0.64 | 0.87 | 1.23 | 0.11 | 0.11 | |||||||
92P00587 | 185-203 | C3 | S | 17 | -- | -- | 17 | -- | 10 | 7 | 83 | 44 | 8 | 4 | 16 | 10 | 0.45 | 0.51 | 0.70 | 0.03 | 0.03 | |||||||
92P00588 | 203-254 | Cr | S | 14 | -- | -- | 14 | 10 | 2 | 2 | 86 | 33 | 9 | 3 | 22 | 19 | 0.54 | 0.39 | 1.07 | 0.11 | 0.12 |
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 | ||||||||||||||||||||||
92P00580 | 0-17 | Ap | S | 11 | 11 | 11 | 61 | 28 | 21 | 1 | 2 | 11 | 35 | 20 | 11 | 20 | 24 | fsl | 55.7 | 25.1 | 19.2 | 4.9 | ||||
92P00581 | 17-30 | BA | S | cl | 43.1 | 17.9 | 39.0 | 5.6 | ||||||||||||||||||
92P00582 | 30-44 | Bt1 | S | c | 39.8 | 15.7 | 44.5 | 6.7 | ||||||||||||||||||
92P00583 | 44-72 | Bt2 | S | c | 43.1 | 13.5 | 43.4 | 6.2 | ||||||||||||||||||
92P00584 | 72-90 | BC | S | scl | 62.8 | 13.9 | 23.3 | 5.6 | ||||||||||||||||||
92P00585 | 90-114 | C1 | S | 12 | 12 | 12 | 71 | 18 | 16 | 1 | 2 | 13 | 44 | 21 | 11 | 9 | 19 | fsl | 67.4 | 16.9 | 15.7 | 5.6 | ||||
92P00586 | 114-185 | C2 | S | 1 | 1 | 1 | 84 | 15 | 4 | 2 | 5 | 17 | 40 | 21 | 8 | 8 | 4 | lfs | 81.2 | 14.9 | 3.9 | 5.4 | ||||
92P00587 | 185-203 | C3 | S | 24 | 24 | 24 | 64 | 11 | 6 | 4 | 10 | 20 | 36 | 16 | 8 | 7 | 8 | ls | 78.6 | 13.7 | 7.7 | 5.2 | ||||
92P00588 | 203-254 | Cr | S | 24 | 24 | 6 | 59 | 17 | 5 | 6 | 10 | 15 | 26 | 20 | 11 | 11 | 7 | fsl | 72.5 | 20.8 | 6.7 | 5.4 |