| *** Supplementary Characterization Data *** |
| Pedon ID: S2004AK090003 | ( Fairbanks North Star Borough, Alaska ) | Print Date: Nov 23 2024 5:59AM |
| Sampled as on Jul 13, 2004: | Tanana ; Coarse-loamy, mixed, superactive Typic Aquiturbels |
| Revised to : |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2004USAK184 Nenana | Natural Resources Conservation Service |
| - | Site ID | 04SP007 Lat: 64° 44' 54.29" north Long: 148° 6' 31.22" west MLRA: 229 | National Soil Survey Center | |
| - | Pedon No. | 04N0970 | 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 | |||||||||||||||||
| 04N05336 | 0-6 | Oi | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
| 04N05337 | 6-12 | Oe/A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
| 04N05338 | 12-28 | Bw1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 41 | 23 | 11 | 100 | 100 | 99 | 98 | 94 | 0.03 | 0.023 | 0.002 | 15.8 | 1.5 | ||
| 04N05339 | 28-40 | Bw2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 37 | 21 | 10 | 100 | 100 | 100 | 99 | 94 | 0.03 | 0.025 | 0.002 | 14.1 | 2.0 | ||
| 04N05340 | 40-62 | BC | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 23 | 13 | 7 | 100 | 100 | 100 | 99 | 89 | 0.03 | 0.029 | 0.003 | 10.2 | 4.4 | ||
| 04N05341 | 62-135 | Cf | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 27 | 14 | 6 | 100 | 100 | 100 | 99 | 92 | 0.03 | 0.028 | 0.003 | 9.8 | 4.2 | ||
| 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 | |||||||||||||||||||||||||||||
| 04N05336 | 0-6 | Oi | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||||
| 04N05337 | 6-12 | Oe/A | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||||
| 04N05338 | 12-28 | Bw1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.50 | 1.53 | 1.91 | 1.93 | 1.50 | 1.52 | 1.53 | 1.90 | 1.93 | 0.77 | 0.77 | |||||
| 04N05339 | 28-40 | Bw2 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.48 | 1.53 | 1.88 | 1.92 | 1.48 | 1.52 | 1.53 | 1.88 | 1.92 | 0.79 | 0.79 | |||||
| 04N05340 | 40-62 | BC | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.49 | 1.53 | 1.85 | 1.93 | 1.49 | 1.52 | 1.53 | 1.85 | 1.93 | 0.78 | 0.78 | |||||
| 04N05341 | 62-135 | Cf | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.48 | 1.52 | 1.86 | 1.92 | 1.48 | 1.51 | 1.52 | 1.86 | 1.92 | 0.79 | 0.79 | |||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2004AK090003 | ( Fairbanks North Star Borough, Alaska ) | Print Date: Nov 23 2024 5:59AM |
| Sampled As | : | Tanana | Coarse-loamy, mixed, superactive Typic Aquiturbels | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 04N0970 | |||
| 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---) | |||||||||||||||
| 04N05336 | 0-6 | Oi | S | -- | -- | -- | -- | -- | -- | -- | 100 | 59 | ||||||||||||||||
| 04N05337 | 6-12 | Oe/A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 30 | ||||||||||||||||
| 04N05338 | 12-28 | Bw1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 3 | 47 | 6 | 3 | 40 | 17 | 2.10 | 0.71 | 0.066 | 0.4 | 0.7 | 0.4 | 0.7 | 0.29 | 0.29 | ||
| 04N05339 | 28-40 | Bw2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 3 | 47 | 5 | 4 | 40 | 16 | 2.01 | 0.66 | 0.113 | 0.9 | 1.1 | 0.9 | 1.1 | 0.30 | 0.30 | ||
| 04N05340 | 40-62 | BC | S | -- | -- | -- | -- | -- | -- | -- | 100 | 6 | 47 | 4 | 8 | 36 | 7 | 0.69 | 0.138 | 0.7 | 0.9 | 0.7 | 0.9 | 0.30 | 0.30 | |||
| 04N05341 | 62-135 | Cf | S | -- | -- | -- | -- | -- | -- | -- | 100 | 4 | 48 | 3 | 6 | 38 | 8 | 0.87 | 0.164 | 0.7 | 0.9 | 0.7 | 0.9 | 0.31 | 0.31 | |||
| 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 | |||||||||||||||||||||||||
| 04N05336 | 0-6 | Oi | S | 3.5 | ||||||||||||||||||||||
| 04N05337 | 6-12 | Oe/A | S | 4.0 | ||||||||||||||||||||||
| 04N05338 | 12-28 | Bw1 | S | -- | -- | -- | 7 | 93 | 12 | tr | tr | tr | 1 | 5 | 59 | 34 | 12 | si | 6.2 | 83.2 | 10.6 | 6.2 | ||||
| 04N05339 | 28-40 | Bw2 | S | -- | -- | -- | 7 | 93 | 11 | -- | tr | tr | 1 | 6 | 63 | 30 | 11 | si | 6.2 | 84.1 | 9.7 | 6.8 | ||||
| 04N05340 | 40-62 | BC | S | -- | -- | -- | 11 | 89 | 7 | -- | tr | tr | 1 | 10 | 71 | 17 | 7 | si | 10.7 | 82.8 | 6.5 | 7.4 | ||||
| 04N05341 | 62-135 | Cf | S | -- | -- | -- | 8 | 92 | 6 | -- | -- | tr | 1 | 7 | 69 | 23 | 6 | si | 7.6 | 86.9 | 5.5 | 7.6 | ||||