| *** Supplementary Characterization Data *** |
| Pedon ID: 89AK170005 | ( Matanuska-Susitna Borough, Alaska ) | Print Date: Nov 12 2024 3:28AM |
| Sampled as on Jun 1, 1989: | Kashwitna ; Medial over sandy or sandy-skeletal, mixed Typic Cryorthod |
| Revised to correlated: | Kashwitna ; Coarse-loamy over sandy or sandy-skeletal, mixed Andic Cryorthods |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP89AK207 MATANUSKA-SUSITNA | Natural Resources Conservation Service |
| - | Site ID | S1989AK170005 Lat: 61° 25' 0.00" north Long: 150° 4' 59.98" west MLRA: 170 | National Soil Survey Center | |
| - | Pedon No. | 89P0644 | 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 | |||||||||||||||||
| 89P03612 | 0-3 | E/A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 92 | 74 | 41 | 18 | 4 | 94 | 93 | 91 | 81 | 63 | 0.04 | 0.029 | 0.003 | 15.0 | 0.8 | ||
| 89P03613 | 3-9 | Bs1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 80 | 40 | 18 | 4 | 100 | 99 | 97 | 86 | 68 | 0.04 | 0.028 | 0.003 | 12.8 | 1.0 | ||
| 89P03614 | 9-20 | Bs2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 83 | 47 | 23 | 7 | 100 | 99 | 97 | 89 | 72 | 0.03 | 0.023 | 0.002 | 13.4 | 0.8 | ||
| 89P03615 | 25-30 | Bs3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 86 | 38 | 18 | 5 | 99 | 98 | 97 | 91 | 80 | 0.03 | 0.026 | 0.003 | 11.3 | 1.4 | ||
| 89P03616 | 30-37 | BC | S | 100 | 99 | 98 | 96 | 95 | 91 | 86 | 83 | 76 | 64 | 19 | 8 | 1 | 80 | 77 | 73 | 68 | 59 | 0.06 | 0.041 | 0.006 | 8.9 | 1.9 | ||
| 89P03617 | 37-45 | 2BCc | S | 100 | 88 | 79 | 66 | 57 | 45 | 32 | 23 | 12 | 5 | 2 | 1 | tr | 20 | 14 | 9 | 6 | 4 | 20.91 | 12.850 | 0.299 | 70.0 | 2.4 | ||
| 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 | ||||||||||||||||
| 3B1 | 3B1 | 3B1 | 4A1d | 4A1h | ||||||||||||||||||||||||||
| 89P03611 | 8-0 | Oe | S | -- | -- | -- | ||||||||||||||||||||||||
| 89P03612 | 0-3 | E/A | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.68 | 0.75 | 1.10 | 1.42 | 0.68 | 0.73 | 0.75 | 1.10 | 1.42 | 2.90 | 2.90 | |||
| 89P03613 | 3-9 | Bs1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.66 | 0.92 | 1.24 | 1.41 | 0.66 | 0.87 | 0.92 | 1.24 | 1.41 | 3.02 | 3.02 | |||
| 89P03614 | 9-20 | Bs2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.82 | 0.83 | 1.28 | 1.51 | 0.82 | 0.83 | 0.83 | 1.28 | 1.51 | 2.23 | 2.23 | |||
| 89P03615 | 25-30 | Bs3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 89P03616 | 30-37 | BC | S | 17 | -- | -- | 17 | 5 | 9 | 3 | 83 | 17 | 5 | 9 | 3 | 83 | 1.15 | 1.23 | 1.51 | 1.72 | 1.03 | 1.10 | 1.11 | 1.41 | 1.64 | 1.30 | 1.57 | |||
| 89P03617 | 37-45 | 2BCc | S | 77 | -- | -- | 77 | 43 | 25 | 9 | 23 | 77 | 43 | 25 | 9 | 23 | 2.231 | |||||||||||||
| 89P03618 | 45-100 | 2BC | S | 71 | -- | -- | 71 | 25 | 37 | 9 | 29 | 71 | 25 | 37 | 9 | 29 | 2.141 | |||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: 89AK170005 | ( Matanuska-Susitna Borough, Alaska ) | Print Date: Nov 12 2024 3:28AM |
| Sampled As | : | Kashwitna | Medial over sandy or sandy-skeletal, mixed Typic Cryorthod | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 89P0644 | |||
| 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 | |||||||||||||||||||||||||||
| 89P03612 | 0-3 | E/A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 10 | 15 | 1 | 32 | 42 | 12.17 | 4.23 | 0.940 | 2.4 | 2.4 | 0.31 | 0.31 | |||||
| 89P03613 | 3-9 | Bs1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 8 | 16 | 1 | 17 | 58 | 11.39 | 5.28 | 3.250 | 9.6 | 9.6 | 0.44 | 0.44 | |||||
| 89P03614 | 9-20 | Bs2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 9 | 20 | 2 | 23 | 46 | 3.71 | 2.03 | 0.060 | 0.4 | 0.4 | 0.30 | 0.30 | |||||
| 89P03615 | 25-30 | Bs3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 11 | 41 | 3 | 45 | 3.18 | 1.69 | |||||||||||
| 89P03616 | 30-37 | BC | S | 7 | -- | -- | 7 | 2 | 4 | 1 | 93 | 11 | 25 | 1 | 21 | 36 | 8.47 | 3.00 | 1.670 | 2.0 | 2.2 | 0.29 | 0.31 | |||||
| 89P03617 | 37-45 | 2BCc | S | 65 | -- | -- | 65 | 36 | 21 | 8 | 35 | 16 | 3 | 16 | 10.07 | 1.79 | ||||||||||||
| 89P03618 | 45-100 | 2BC | S | 57 | -- | -- | 57 | 20 | 30 | 7 | 43 | 22 | 1 | 19 | ||||||||||||||
| 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 | ||||||||||||||||||||||
| 89P03611 | 8-0 | Oe | S | 4.0 | ||||||||||||||||||||||
| 89P03612 | 0-3 | E/A | S | 39 | 61 | 4 | 6 | 2 | 2 | 10 | 19 | 22 | 39 | 4 | sil | 37.4 | 59.1 | 3.5 | 4.0 | |||||||
| 89P03613 | 3-9 | Bs1 | S | 33 | 67 | 4 | tr | 1 | 2 | 11 | 19 | 29 | 38 | 4 | sil | 31.7 | 64.7 | 3.6 | 4.9 | |||||||
| 89P03614 | 9-20 | Bs2 | S | 30 | 70 | 7 | 1 | 1 | 2 | 8 | 17 | 28 | 43 | 7 | sil | 27.7 | 65.5 | 6.8 | 5.2 | |||||||
| 89P03615 | 25-30 | Bs3 | S | 21 | 79 | 5 | 1 | 1 | 2 | 6 | 11 | 44 | 35 | 5 | sil | 19.6 | 75.5 | 4.9 | 5.0 | |||||||
| 89P03616 | 30-37 | BC | S | 17 | 17 | 12 | 25 | 58 | 1 | 3 | 4 | 5 | 6 | 11 | 48 | 22 | 2 | sil | 29.4 | 69.1 | 1.5 | 5.1 | ||||
| 89P03617 | 37-45 | 2BCc | S | 77 | 77 | 34 | 19 | 4 | tr | 14 | 27 | 22 | 12 | 7 | 10 | 9 | 1 | lcos | 80.6 | 18.0 | 1.4 | 5.2 | ||||
| 89P03618 | 45-100 | 2BC | S | 71 | 71 | 46 | 28 | 1 | 14 | 30 | 38 | 11 | 3 | 3 | 1 | cos | 96.0 | 4.0 | tr | 5.1 | ||||||