*** Supplementary Characterization Data *** |
Pedon ID: S1996MI103008 | ( Marquette, Michigan ) | Print Date: Nov 27 2024 10:13AM |
Sampled as : | Reade ; Coarse-loamy, mixed, frigid Oxyaquic Haplorthod |
Revised to correlated on Jan 25, 2010: | Reade ; Coarse-loamy, mixed Oxyaquic Haplorthods |
United States Department of Agriculture | ||||
SSL | - | Project | RP96MI139 MARQUETTE COUNTY MICHIGON | Natural Resources Conservation Service |
- | Site ID | S1996MI103008 Lat: 46° 7' 47.00" north Long: 87° 18' 35.00" west MLRA: 93 | National Soil Survey Center | |
- | Pedon No. | 96P0336 | 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 | |||||||||||||||||
96P02598 | 10-18 | E | S | 100 | 100 | 100 | 99 | 99 | 99 | 99 | 99 | 95 | 63 | 24 | 11 | 2 | 99 | 97 | 86 | 69 | 53 | 0.07 | 0.045 | 0.005 | 14.4 | 1.9 | ||
96P02599 | 18-23 | Bhs | S | 100 | 99 | 99 | 98 | 98 | 98 | 97 | 96 | 92 | 64 | 27 | 15 | 8 | 95 | 94 | 85 | 70 | 55 | 0.06 | 0.042 | 0.003 | 24.3 | 2.9 | ||
96P02600 | 23-30 | Bs | S | 100 | 98 | 96 | 94 | 92 | 92 | 91 | 90 | 83 | 45 | 18 | 10 | 4 | 89 | 87 | 72 | 52 | 38 | 0.14 | 0.092 | 0.005 | 28.8 | 1.7 | ||
96P02601 | 30-38 | Bx | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 86 | 36 | 14 | 7 | 3 | 96 | 91 | 70 | 43 | 28 | 0.18 | 0.126 | 0.009 | 20.7 | 2.0 | ||
96P02602 | 38-50 | B/E | S | 100 | 99 | 98 | 97 | 96 | 92 | 87 | 86 | 78 | 39 | 21 | 14 | 9 | 85 | 82 | 66 | 45 | 32 | 0.19 | 0.125 | 0.002 | 77.3 | 3.9 | ||
96P02603 | 50-71 | BC | S | 100 | 97 | 95 | 92 | 90 | 88 | 85 | 82 | 73 | 37 | 19 | 12 | 7 | 80 | 76 | 62 | 42 | 30 | 0.23 | 0.145 | 0.004 | 64.3 | 3.2 |
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 | ||||||||||||||||
3B1 | 3B1 | 3B1 | 4A1d | 4A1h | ||||||||||||||||||||||||||
96P02597 | 0-10 | Oa | S | -- | -- | -- | ||||||||||||||||||||||||
96P02598 | 10-18 | E | S | 10 | -- | 9 | 1 | 1 | tr | tr | 90 | 1 | 1 | tr | tr | 99 | 1.521 | |||||||||||||
96P02599 | 18-23 | Bhs | S | 13 | -- | 9 | 4 | 2 | 1 | 1 | 87 | 4 | 2 | 1 | 1 | 96 | 1.541 | |||||||||||||
96P02600 | 23-30 | Bs | S | 17 | -- | 8 | 9 | 7 | 1 | 1 | 83 | 10 | 8 | 1 | 1 | 90 | 1.64 | 1.73 | 1.89 | 2.02 | 1.52 | 1.56 | 1.61 | 1.80 | 1.95 | 0.62 | 0.74 | |||
96P02601 | 30-38 | Bx | S | 12 | -- | 10 | 2 | -- | 1 | 1 | 88 | 2 | -- | 1 | 1 | 98 | 1.30 | 1.30 | 1.70 | 1.81 | 1.22 | 1.22 | 1.22 | 1.65 | 1.76 | 1.04 | 1.17 | |||
96P02602 | 38-50 | B/E | S | 22 | -- | 9 | 13 | 4 | 8 | 1 | 78 | 14 | 4 | 9 | 1 | 86 | 1.48 | 1.53 | 1.73 | 1.92 | 1.32 | 1.36 | 1.37 | 1.61 | 1.82 | 0.79 | 1.01 | |||
96P02603 | 50-71 | BC | S | 25 | -- | 8 | 17 | 9 | 5 | 3 | 75 | 18 | 10 | 5 | 3 | 82 | 1.641 |
*** Supplementary Characterization Data *** |
Pedon ID: S1996MI103008 | ( Marquette, Michigan ) | Print Date: Nov 27 2024 10:13AM |
Sampled As | : | Reade | Coarse-loamy, mixed, frigid Oxyaquic Haplorthod | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 96P0336 |
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 | |||||||||||||||||||||||||||
96P02598 | 10-18 | E | S | 6 | -- | 5 | 1 | 1 | tr | tr | 94 | 24 | 26 | 1 | 43 | 12 | 0.18 | 13.09 | 1.41 | |||||||||
96P02599 | 18-23 | Bhs | S | 8 | -- | 5 | 2 | 1 | 1 | 1 | 92 | 22 | 25 | 4 | 42 | 15 | 0.31 | 6.28 | 1.36 | |||||||||
96P02600 | 23-30 | Bs | S | 11 | -- | 5 | 6 | 4 | 1 | 1 | 89 | 30 | 19 | 3 | 13 | 25 | 17 | 0.18 | 8.96 | 1.53 | 0.390 | 0.8 | 0.9 | 0.10 | 0.11 | |||
96P02601 | 30-38 | Bx | S | 6 | -- | 5 | 1 | -- | 1 | 1 | 94 | 31 | 11 | 1 | 11 | 40 | 16 | 0.14 | 12.28 | 1.59 | 0.33 | 0.35 | ||||||
96P02602 | 38-50 | B/E | S | 12 | -- | 5 | 7 | 2 | 5 | 1 | 88 | 28 | 12 | 5 | 19 | 25 | 7 | 0.37 | 2.42 | 0.57 | 0.120 | 0.9 | 1.0 | 0.18 | 0.20 | |||
96P02603 | 50-71 | BC | S | 15 | -- | 5 | 11 | 6 | 3 | 2 | 85 | 29 | 13 | 4 | 38 | 4 | 0.43 | 0.55 |
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 | ||||||||||||||||||||||
96P02597 | 0-10 | Oa | S | 4.0 | ||||||||||||||||||||||
96P02598 | 10-18 | E | S | 10 | 1 | 43 | 47 | 2 | tr | 1 | 12 | 17 | 17 | 31 | 22 | 2 | sil | 46.3 | 51.5 | 2.2 | 3.7 | |||||
96P02599 | 18-23 | Bhs | S | 14 | 4 | 2 | 40 | 46 | 8 | 1 | 1 | 11 | 17 | 17 | 32 | 22 | 9 | l | 42.7 | 49.2 | 8.1 | 4.3 | ||||
96P02600 | 23-30 | Bs | S | 18 | 9 | 2 | 50 | 32 | 4 | 1 | 3 | 17 | 24 | 17 | 22 | 16 | 5 | fsl | 58.3 | 36.8 | 4.9 | 4.4 | ||||
96P02601 | 30-38 | Bx | S | 12 | 2 | 2 | 65 | 23 | 3 | 2 | 6 | 22 | 29 | 16 | 14 | 12 | 3 | fsl | 71.6 | 25.5 | 2.9 | 4.8 | ||||
96P02602 | 38-50 | B/E | S | 24 | 14 | 10 | 53 | 23 | 9 | 1 | 4 | 20 | 28 | 17 | 14 | 16 | 11 | fsl | 63.1 | 26.6 | 10.3 | 6.9 | ||||
96P02603 | 50-71 | BC | S | 27 | 18 | 9 | 51 | 22 | 7 | 3 | 4 | 19 | 27 | 16 | 15 | 15 | 10 | fsl | 63.8 | 27.5 | 8.7 | 7.4 |