*** Supplementary Characterization Data *** |
Pedon ID: S2004AK068003 | ( Denali Borough, Alaska ) | Print Date: Nov 22 2024 12:50AM |
Sampled as on Jul 11, 2004: | Tanacross ; Coarse-silty, mixed, superactive Typic Histoturbels |
Revised to correlated on Aug 23, 2007: | Tanacross ; Fine-silty, mixed over mixed, superactive, subgelic Typic Histoturbel |
United States Department of Agriculture | ||||
SSL | - | Project | C2004USAK184 Nenana | Natural Resources Conservation Service |
- | Site ID | 04SP003 Lat: 64° 20' 39.59" north Long: 149° 8' 29.49" west MLRA: 229 | National Soil Survey Center | |
- | Pedon No. | 04N0966 | Kellogg 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 | |||||||||||||||||
3H | 3H | |||||||||||||||||||||||||||
04N05308 | 0-10 | Oi | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
04N05309 | 10-22 | Oa | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
04N05310 | 22-27 | AO | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 86 | 64 | 50 | 100 | 100 | 100 | 99 | 98 | tr | 0.002 | tr | NP | 12.0 | 0.5 | |
04N05311 | 27-38 | Bgjj1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 96 | 84 | 49 | 26 | 100 | 100 | 98 | 96 | 95 | 0.01 | 0.005 | tr | NP | 15.9 | 1.5 | |
04N05312 | 38-71 | Bgjj2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 93 | 80 | 48 | 26 | 100 | 99 | 97 | 94 | 93 | 0.01 | 0.006 | tr | 40 | 10 | 17.3 | 1.4 |
04N05313 | 71-79 | Cf | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 93 | 83 | 50 | 27 | 100 | 100 | 97 | 94 | 93 | 0.01 | 0.005 | tr | 16.5 | 1.4 |
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 | ||||||||||||||||
DbWR1 | DbWR1 | |||||||||||||||||||||||||||||
04N05308 | 0-10 | Oi | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||||
04N05309 | 10-22 | Oa | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.39 | 0.49 | 0.78 | 1.24 | 0.39 | 0.41 | 0.49 | 0.78 | 1.24 | 5.79 | 5.79 | |||||
04N05310 | 22-27 | AO | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.49 | 0.61 | 0.83 | 1.31 | 0.49 | 0.54 | 0.61 | 0.83 | 1.31 | 4.41 | 4.41 | |||||
04N05311 | 27-38 | Bgjj1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.48 | 1.53 | 1.92 | 1.92 | 1.48 | 1.51 | 1.53 | 1.93 | 1.92 | 0.79 | 0.79 | |||||
04N05312 | 38-71 | Bgjj2 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.39 | 1.46 | 1.86 | 1.87 | 1.39 | 1.44 | 1.46 | 1.86 | 1.87 | 0.91 | 0.91 | |||||
04N05313 | 71-79 | Cf | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 |
*** Supplementary Characterization Data *** |
Pedon ID: S2004AK068003 | ( Denali Borough, Alaska ) | Print Date: Nov 22 2024 12:50AM |
Sampled As | : | Tanacross | Coarse-silty, mixed, superactive Typic Histoturbels | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 04N0966 |
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---) | |||||||||||||||
04N05308 | 0-10 | Oi | S | -- | -- | -- | -- | -- | -- | -- | 100 | 37 | ||||||||||||||||
04N05309 | 10-22 | Oa | S | -- | -- | -- | -- | -- | -- | -- | 100 | 46 | 39 | 25 | 1.7 | 7.9 | 1.7 | 7.9 | 0.08 | 0.08 | ||||||||
04N05310 | 22-27 | AO | S | -- | -- | -- | -- | -- | -- | -- | 100 | tr | 9 | 9 | 48 | 34 | 22 | 2.89 | 0.93 | 0.152 | 3.3 | 7.6 | 3.3 | 7.6 | 0.11 | 0.11 | ||
04N05311 | 27-38 | Bgjj1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 3 | 38 | 15 | 0 | 44 | 16 | 0.95 | 0.43 | 0.042 | 0.7 | 1.1 | 0.7 | 1.1 | 0.28 | 0.28 | ||
04N05312 | 38-71 | Bgjj2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 4 | 35 | 14 | 1 | 47 | 12 | 1.01 | 0.45 | 0.066 | 1.2 | 1.7 | 1.2 | 1.7 | 0.31 | 0.31 | ||
04N05313 | 71-79 | Cf | S | -- | -- | -- | -- | -- | -- | -- | 100 | 4 | 36 | 15 | 9 | 0.92 | 0.38 |
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 | 4C1a2a | |||||||||||||||||||||||||
04N05308 | 0-10 | Oi | S | 4.6 | ||||||||||||||||||||||
04N05309 | 10-22 | Oa | S | 5.6 | ||||||||||||||||||||||
04N05310 | 22-27 | AO | S | -- | -- | -- | 5 | 95 | 100 | -- | tr | tr | 1 | 4 | 24 | 71 | 100 | sic | 2.5 | 47.4 | 50.1 | 5.5 | ||||
04N05311 | 27-38 | Bgjj1 | S | -- | -- | -- | 6 | 94 | 36 | tr | 1 | 2 | 2 | 1 | 15 | 79 | 36 | sil | 4.7 | 69.0 | 26.3 | 5.3 | ||||
04N05312 | 38-71 | Bgjj2 | S | -- | -- | -- | 10 | 90 | 35 | tr | 1 | 4 | 4 | 2 | 17 | 74 | 35 | sil | 7.2 | 67.0 | 25.8 | 6.4 | ||||
04N05313 | 71-79 | Cf | S | -- | -- | -- | 10 | 90 | 37 | tr | 1 | 4 | 4 | 2 | 13 | 77 | 37 | sicl | 7.5 | 65.3 | 27.2 | 6.6 |