*** Supplementary Characterization Data *** |
Pedon ID: 86WV005002 | ( Boone, West Virginia ) | Print Date: Nov 21 2024 2:37PM |
Sampled as on May 30, 1986: | Guyandotte ; Loamy-skeletal, mixed, mesic Typic Haplumbrepts |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | CP86WV196 SOUTHERN AREA | Natural Resources Conservation Service |
- | Site ID | S1986WV005002 Lat: 37° 55' 10.00" north Long: 81° 34' 48.01" west MLRA: 125 | National Soil Survey Center | |
- | Pedon No. | 86P0686 | 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 | |||||||||||||||||
86P03990 | 0-15 | A1 | S | 100 | 83 | 70 | 53 | 40 | 36 | 32 | 29 | 26 | 18 | 14 | 8 | 4 | 28 | 26 | 23 | 19 | 17 | 30.03 | 23.886 | 0.008 | >100 | 31.0 | ||
86P03991 | 15-33 | A2 | S | 100 | 85 | 75 | 60 | 50 | 45 | 39 | 36 | 32 | 23 | 19 | 11 | 5 | 35 | 33 | 29 | 24 | 22 | 25.00 | 19.000 | 0.004 | >100 | 0.8 | ||
86P03992 | 33-43 | BA | S | 100 | 92 | 86 | 77 | 71 | 65 | 58 | 55 | 50 | 38 | 34 | 21 | 12 | 54 | 51 | 46 | 39 | 37 | 5.83 | 0.415 | 0.001 | >100 | -- | ||
86P03993 | 43-79 | Bw1 | S | 100 | 89 | 82 | 71 | 63 | 59 | 54 | 49 | 46 | 39 | 36 | 22 | 13 | 48 | 47 | 44 | 40 | 39 | 11.93 | 2.373 | 0.001 | >100 | -- | ||
86P03994 | 79-107 | Bw2 | S | 100 | 89 | 81 | 69 | 61 | 61 | 61 | 58 | 54 | 48 | 45 | 28 | 17 | 56 | 55 | 52 | 49 | 48 | 3.54 | 0.138 | 0.001 | >100 | -- | ||
86P03995 | 107-165 | BC | S | 100 | 83 | 71 | 54 | 42 | 42 | 42 | 42 | 38 | 31 | 28 | 18 | 11 | 41 | 39 | 35 | 32 | 31 | 29.09 | 22.962 | 0.002 | >100 | -- |
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 | ||||||||||||||||||||||||||
86P03990 | 0-15 | A1 | S | 71 | -- | -- | 71 | 60 | 8 | 3 | 29 | 71 | 60 | 8 | 3 | 29 | 2.141 | |||||||||||||
86P03991 | 15-33 | A2 | S | 64 | -- | -- | 64 | 50 | 11 | 3 | 36 | 64 | 50 | 11 | 3 | 36 | 2.041 | |||||||||||||
86P03992 | 33-43 | BA | S | 50 | -- | 9 | 41 | 26 | 12 | 3 | 50 | 45 | 29 | 13 | 3 | 55 | 1.871 | |||||||||||||
86P03993 | 43-79 | Bw1 | S | 51 | -- | -- | 51 | 37 | 9 | 5 | 49 | 51 | 37 | 9 | 5 | 49 | 1.65 | 1.74 | 1.95 | 2.03 | 1.18 | 1.25 | 1.28 | 1.61 | 1.73 | 0.61 | 1.25 | |||
86P03994 | 79-107 | Bw2 | S | 67 | -- | 43 | 24 | 22 | tr | 2 | 33 | 42 | 39 | tr | 3 | 58 | 1.87 | 1.95 | 2.09 | 2.16 | 1.17 | 1.24 | 1.27 | 1.59 | 1.73 | 0.42 | 1.26 | |||
86P03995 | 107-165 | BC | S | 73 | -- | 35 | 38 | 38 | -- | tr | 27 | 58 | 58 | -- | tr | 42 | 2.171 |
*** Supplementary Characterization Data *** |
Pedon ID: 86WV005002 | ( Boone, West Virginia ) | Print Date: Nov 21 2024 2:37PM |
Sampled As | : | Guyandotte | Loamy-skeletal, mixed, mesic Typic Haplumbrepts | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 86P0686 |
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 | |||||||||||||||||||||||||||
86P03990 | 0-15 | A1 | S | 57 | -- | -- | 57 | 48 | 6 | 2 | 43 | 10 | 10 | 3 | 19 | 0.23 | 3.40 | 1.81 | ||||||||||
86P03991 | 15-33 | A2 | S | 49 | -- | -- | 49 | 39 | 8 | 2 | 51 | 11 | 13 | 4 | 23 | 0.14 | 1.58 | 0.90 | ||||||||||
86P03992 | 33-43 | BA | S | 36 | -- | 6 | 29 | 19 | 9 | 2 | 64 | 12 | 16 | 8 | 29 | 0.26 | 0.53 | 0.40 | ||||||||||
86P03993 | 43-79 | Bw1 | S | 32 | -- | -- | 32 | 23 | 6 | 3 | 68 | 7 | 16 | 8 | 8 | 30 | 0.30 | 0.54 | 0.44 | 0.100 | 1.2 | 1.9 | 0.20 | 0.29 | ||||
86P03994 | 79-107 | Bw2 | S | 48 | -- | 31 | 17 | 16 | tr | 1 | 52 | 4 | 13 | 7 | 7 | 22 | 0.33 | 0.56 | 0.44 | 0.090 | 0.9 | 2.0 | 0.14 | 0.27 | ||||
86P03995 | 107-165 | BC | S | 59 | -- | 28 | 31 | 31 | -- | tr | 41 | 6 | 10 | 6 | 18 | 0.35 | 0.57 | 0.40 |
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 | ||||||||||||||||||||||
86P03990 | 0-15 | A1 | S | 74 | 74 | 11 | 13 | 13 | 4 | 4 | 6 | 13 | 18 | 8 | 8 | 42 | 15 | l | 43.1 | 43.7 | 13.2 | 5.5 | ||||
86P03991 | 15-33 | A2 | S | 67 | 67 | 15 | 15 | 18 | 5 | 4 | 6 | 13 | 16 | 7 | 9 | 46 | 16 | l | 39.0 | 46.9 | 14.1 | 4.9 | ||||
86P03992 | 33-43 | BA | S | 56 | 46 | 17 | 18 | 26 | 12 | 3 | 5 | 13 | 16 | 4 | 7 | 52 | 28 | l | 32.4 | 45.8 | 21.8 | 4.9 | ||||
86P03993 | 43-79 | Bw1 | S | 58 | 58 | 16 | 12 | 30 | 15 | 2 | 4 | 9 | 11 | 3 | 8 | 63 | 35 | sil | 21.4 | 52.5 | 26.1 | 5.0 | ||||
86P03994 | 79-107 | Bw2 | S | 74 | 27 | 2 | 6 | 19 | 11 | 4 | 4 | 7 | 8 | 2 | 8 | 67 | 42 | sicl | 17.4 | 52.9 | 29.7 | 4.9 | ||||
86P03995 | 107-165 | BC | S | 78 | 41 | 8 | 14 | 7 | 4 | 6 | 12 | 11 | 3 | 9 | 55 | 34 | l | 26.7 | 47.8 | 25.5 | 4.8 |