*** Supplementary Characterization Data *** |
Pedon ID: S2003WI003009 | ( Ashland, Wisconsin ) | Print Date: Nov 26 2024 11:07PM |
Sampled as on Jun 16, 2003: | Beaverbay ; Coarse-loamy, mixed, superactive, frigid Alfic Oxyaquic Haplorthods |
Revised to SSL on Nov 15, 2004: | Beaverbay ; Coarse-loamy, isotic, frigid Glossic Fragiudult |
United States Department of Agriculture | ||||
SSL | - | Project | C2003USWI164 Ashland County, Wisconsin (NW10) | Natural Resources Conservation Service |
- | Site ID | S2003WI003009 Lat: 46° 8' 12.00" north Long: 90° 25' 16.00" west MLRA: 90 | National Soil Survey Center | |
- | Pedon No. | 03N0892 | 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 | |||||||||||||||||
03N04568 | 0-13 | A | S | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 94 | 86 | 47 | 21 | 12 | 6 | 93 | 89 | 76 | 54 | 39 | 0.13 | 0.083 | 0.004 | 36.1 | 2.2 | ||
03N04569 | 13-38 | Bs1 | S | 100 | 97 | 95 | 91 | 89 | 85 | 80 | 73 | 63 | 33 | 8 | 3 | -- | 70 | 66 | 56 | 39 | 25 | 0.33 | 0.184 | 0.022 | 15.0 | 0.6 | ||
03N04570 | 38-66 | Bs2 | S | 100 | 99 | 98 | 96 | 95 | 93 | 90 | 86 | 76 | 36 | 8 | 3 | -- | 84 | 80 | 65 | 44 | 26 | 0.20 | 0.128 | 0.023 | 8.7 | 0.8 | ||
03N04571 | 66-94 | B/E | S | 100 | 99 | 98 | 96 | 95 | 90 | 84 | 77 | 67 | 30 | 9 | 4 | 1 | 75 | 70 | 58 | 36 | 23 | 0.28 | 0.179 | 0.021 | 13.3 | 0.9 | ||
03N04572 | 94-142 | 2BCd | S | 100 | 94 | 90 | 83 | 79 | 74 | 69 | 61 | 50 | 24 | 7 | 3 | tr | 59 | 53 | 42 | 28 | 18 | 1.49 | 0.415 | 0.026 | 58.0 | 0.3 | ||
03N04573 | 142-203 | 2Cd | S | 100 | 100 | 100 | 99 | 99 | 96 | 92 | 86 | 72 | 30 | 9 | 4 | tr | 83 | 76 | 59 | 35 | 22 | 0.26 | 0.176 | 0.022 | 11.7 | 1.0 |
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 | |||||||||||||||||||||||||||||
03N04568 | 0-13 | A | S | 10 | 4 | 6 | -- | 3 | 3 | 90 | 6 | -- | 3 | 3 | 94 | 1.511 | 1.943 | |||||||||||||
03N04569 | 13-38 | Bs1 | S | 29 | 3 | 26 | 11 | 9 | 7 | 71 | 27 | 11 | 9 | 7 | 73 | 1.671 | 2.043 | |||||||||||||
03N04570 | 38-66 | Bs2 | S | 17 | 3 | 14 | 5 | 5 | 4 | 83 | 14 | 5 | 5 | 4 | 86 | 1.581 | 1.983 | |||||||||||||
03N04571 | 66-94 | B/E | S | 25 | 3 | 22 | 5 | 11 | 7 | 75 | 23 | 5 | 11 | 7 | 77 | 1.65 | 1.68 | 1.78 | 2.03 | 1.47 | 1.49 | 1.50 | 1.63 | 1.92 | 0.61 | 0.80 | ||||
03N04572 | 94-142 | 2BCd | S | 40 | 2 | 38 | 21 | 10 | 8 | 60 | 39 | 21 | 10 | 8 | 61 | 2.20 | 2.20 | 2.27 | 2.37 | 1.97 | 1.97 | 1.97 | 2.07 | 2.23 | 0.20 | 0.35 | ||||
03N04573 | 142-203 | 2Cd | S | 17 | 3 | 14 | 1 | 7 | 6 | 83 | 14 | 1 | 7 | 6 | 86 | 2.06 | 2.06 | 2.14 | 2.28 | 1.97 | 1.97 | 1.97 | 2.07 | 2.23 | 0.29 | 0.35 |
*** Supplementary Characterization Data *** |
Pedon ID: S2003WI003009 | ( Ashland, Wisconsin ) | Print Date: Nov 26 2024 11:07PM |
Sampled As | : | Beaverbay | Coarse-loamy, mixed, superactive, frigid Alfic Oxyaquic Haplorthods | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 03N0892 |
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---) | |||||||||||||||
03N04568 | 0-13 | A | S | 5 | -- | 2 | 3 | -- | 2 | 2 | 95 | 30 | 18 | 3 | 13 | 4.60 | 2.36 | |||||||||||
03N04569 | 13-38 | Bs1 | S | 18 | -- | 2 | 16 | 7 | 6 | 4 | 82 | 29 | 15 | -- | 15 | |||||||||||||
03N04570 | 38-66 | Bs2 | S | 11 | -- | 2 | 8 | 3 | 3 | 2 | 89 | 34 | 14 | -- | 12 | |||||||||||||
03N04571 | 66-94 | B/E | S | 16 | -- | 2 | 14 | 3 | 7 | 4 | 84 | 33 | 13 | tr | 25 | 13 | 12 | 8.67 | 2.78 | 0.778 | 0.6 | 0.6 | 0.5 | 0.7 | 0.11 | 0.13 | ||
03N04572 | 94-142 | 2BCd | S | 34 | -- | 2 | 32 | 18 | 8 | 7 | 66 | 35 | 15 | tr | 10 | 7 | 111 | 5.86 | 2.29 | -- | -- | -- | -- | -- | 0.04 | 0.07 | ||
03N04573 | 142-203 | 2Cd | S | 13 | -- | 2 | 11 | 1 | 6 | 5 | 87 | 48 | 17 | tr | 14 | 8 | 35 | 8.00 | 2.80 | -- | -- | -- | -- | -- | 0.06 | 0.07 |
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 | |||||||||||||||||||||||||
03N04568 | 0-13 | A | S | 11 | 6 | 6 | 56 | 34 | 6 | 1 | 5 | 14 | 26 | 17 | 21 | 17 | 7 | fsl | 58.2 | 35.1 | 6.7 | 5.2 | ||||
03N04569 | 13-38 | Bs1 | S | 4 | 6 | 14 | 23 | 19 | 23 | 11 | -- | fsl | 66.0 | 34.0 | -- | 4.8 | ||||||||||
03N04570 | 38-66 | Bs2 | S | 2 | 6 | 16 | 25 | 22 | 21 | 9 | -- | lfs | 70.1 | 29.9 | -- | 4.8 | ||||||||||
03N04571 | 66-94 | B/E | S | 25 | 22 | 18 | 53 | 21 | 1 | 2 | 7 | 16 | 28 | 18 | 18 | 11 | 1 | fsl | 70.7 | 28.4 | 0.9 | 4.7 | ||||
03N04572 | 94-142 | 2BCd | S | 40 | 38 | 18 | 42 | 18 | tr | 4 | 9 | 19 | 22 | 16 | 19 | 11 | 1 | sl | 70.0 | 29.3 | 0.7 | 4.9 | ||||
03N04573 | 142-203 | 2Cd | S | 17 | 14 | 13 | 62 | 21 | tr | 4 | 8 | 20 | 28 | 15 | 16 | 9 | 1 | ls | 73.9 | 25.6 | 0.5 | 4.9 |