| *** Supplementary Characterization Data *** |
| Pedon ID: S2004AK068001 | ( Denali Borough, Alaska ) | Print Date: Nov 21 2024 4:10PM |
| Sampled as on Jul 11, 2004: | Windy Creek ; Coarse-silty, mixed, superactive, shallow Typic Histoturbels |
| Revised to correlated on Aug 23, 2007: | Windy Creek ; Coarse-silty, mixed, active, subgelic Typic Histoturbel |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2004USAK184 Nenana | Natural Resources Conservation Service |
| - | Site ID | 04SP001 Lat: 64° 12' 49.59" north Long: 149° 23' 36.30" west MLRA: 229 | National Soil Survey Center | |
| - | Pedon No. | 04N0964 | 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 | ||||||||||||||||||||||||||||
| 04N05295 | 0-13 | Oi | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
| 04N05296 | 13-22 | Oe | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
| 04N05297 | 22-28 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 54 | 28 | 11 | 100 | 100 | 99 | 98 | 94 | 0.02 | 0.016 | 0.002 | NP | 15.2 | 0.9 | |
| 04N05298 | 28-60 | Bgjj | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 53 | 28 | 11 | 100 | 100 | 100 | 100 | 96 | 0.02 | 0.017 | 0.002 | NP | 15.3 | 0.9 | |
| 04N05299 | 60-80 | Bgf1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 44 | 23 | 9 | 100 | 100 | 100 | 99 | 94 | 0.03 | 0.022 | 0.002 | NP | 12.5 | 1.1 | |
| 04N05300 | 80-120 | Bgf2 | S | 100 | 99 | 98 | 97 | 96 | 96 | 96 | 96 | 96 | 91 | 41 | 21 | 9 | 96 | 96 | 96 | 94 | 87 | 0.03 | 0.024 | 0.002 | 13.2 | 1.3 | ||
| 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 | ||||||||||||||||
| DbWR1 | DbWR1 | |||||||||||||||||||||||||||||
| 04N05295 | 0-13 | Oi | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||||
| 04N05296 | 13-22 | Oe | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.32 | 0.39 | 0.64 | 1.20 | 0.32 | 0.33 | 0.39 | 0.64 | 1.20 | 7.28 | 7.28 | |||||
| 04N05297 | 22-28 | A | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.65 | 0.79 | 1.16 | 1.40 | 0.65 | 0.76 | 0.79 | 1.17 | 1.40 | 3.08 | 3.08 | |||||
| 04N05298 | 28-60 | Bgjj | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.44 | 1.49 | 1.87 | 1.90 | 1.44 | 1.48 | 1.49 | 1.87 | 1.90 | 0.84 | 0.84 | |||||
| 04N05299 | 60-80 | Bgf1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 04N05300 | 80-120 | Bgf2 | S | 4 | 4 | 4 | -- | -- | 96 | 4 | 4 | -- | -- | 96 | 1.481 | 1.923 | ||||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2004AK068001 | ( Denali Borough, Alaska ) | Print Date: Nov 21 2024 4:10PM |
| Sampled As | : | Windy Creek | Coarse-silty, mixed, superactive, shallow Typic Histoturbels | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 04N0964 | |||
| 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---) | |||||||||||||||
| 04N05295 | 0-13 | Oi | S | -- | -- | -- | -- | -- | -- | -- | 100 | 31 | ||||||||||||||||
| 04N05296 | 13-22 | Oe | S | -- | -- | -- | -- | -- | -- | -- | 100 | 56 | 32 | 25 | 1.0 | 6.8 | 1.0 | 6.8 | 0.04 | 0.04 | ||||||||
| 04N05297 | 22-28 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 20 | 3 | 24 | 51 | 13 | 7.34 | 1.79 | 0.588 | 5.3 | 6.7 | 5.3 | 6.7 | 0.38 | 0.38 | ||
| 04N05298 | 28-60 | Bgjj | S | -- | -- | -- | -- | -- | -- | -- | 100 | 2 | 46 | 6 | 3 | 43 | 5 | 1.46 | 0.58 | 0.096 | 0.9 | 1.1 | 0.9 | 1.1 | 0.34 | 0.34 | ||
| 04N05299 | 60-80 | Bgf1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 3 | 47 | 5 | 4 | 1.74 | 0.68 | |||||||||||
| 04N05300 | 80-120 | Bgf2 | S | 2 | -- | -- | 2 | 2 | -- | -- | 98 | 5 | 44 | 5 | 5 | 1.81 | 0.69 | |||||||||||
| 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 | |||||||||||||||||||||||||
| 04N05295 | 0-13 | Oi | S | 4.2 | ||||||||||||||||||||||
| 04N05296 | 13-22 | Oe | S | 4.5 | ||||||||||||||||||||||
| 04N05297 | 22-28 | A | S | -- | -- | -- | 7 | 93 | 13 | -- | tr | 1 | 2 | 4 | 45 | 48 | 13 | si | 6.1 | 82.5 | 11.4 | 4.8 | ||||
| 04N05298 | 28-60 | Bgjj | S | -- | -- | -- | 5 | 95 | 13 | -- | -- | tr | tr | 4 | 48 | 47 | 13 | si | 4.0 | 84.6 | 11.4 | 5.6 | ||||
| 04N05299 | 60-80 | Bgf1 | S | -- | -- | -- | 6 | 94 | 10 | -- | -- | tr | 1 | 5 | 55 | 39 | 10 | si | 5.8 | 85.2 | 9.0 | 5.9 | ||||
| 04N05300 | 80-120 | Bgf2 | S | 4 | 4 | -- | 10 | 86 | 9 | -- | -- | tr | 2 | 8 | 53 | 37 | 10 | si | 9.1 | 81.9 | 9.0 | 6.0 | ||||