| *** Supplementary Characterization Data *** |
| Pedon ID: F2008MI121014 | ( Muskegon, Michigan ) | Print Date: Nov 23 2024 7:21AM |
| Sampled as on Jun 17, 2008: | Pipestone ; Sandy, mixed, mesic Typic Endoaquods |
| Revised to correlated on Apr 18, 2009: | Pipestone ; Sandy, isotic, mesic Spodic Dystrudepts |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2008USMI140 MLRA 97/98 | Natural Resources Conservation Service |
| - | Site ID | F2008MI121014 Lat: 43° 14' 19.41" north Long: 86° 8' 7.71" west MLRA: 98 | National Soil Survey Center | |
| - | Pedon No. | 08N0667 | 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 | |||||||||||||||||
| 08N04111 | 0-5 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 82 | 15 | 9 | 5 | 2 | 100 | 93 | 49 | 15 | 14 | 0.30 | 0.255 | 0.024 | 12.6 | 3.2 | ||
| 08N04112 | 5-10 | E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 10 | 6 | 3 | 1 | 100 | 95 | 42 | 11 | 9 | 0.32 | 0.278 | 0.077 | 4.1 | 1.3 | ||
| 08N04113 | 10-13 | Bhs | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 80 | 11 | 6 | 3 | 1 | 99 | 93 | 40 | 12 | 10 | 0.32 | 0.286 | 0.050 | 6.5 | 2.0 | ||
| 08N04114 | 13-20 | Bs | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 99 | 83 | 11 | 7 | 4 | 2 | 99 | 95 | 46 | 12 | 10 | 0.30 | 0.264 | 0.047 | 6.5 | 1.8 | ||
| 08N04115 | 20-41 | BC1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 99 | 85 | 9 | 5 | 3 | 1 | 99 | 95 | 56 | 10 | 8 | 0.27 | 0.221 | 0.101 | 2.7 | 0.8 | ||
| 08N04116 | 41-81 | BC2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 77 | 1 | -- | -- | -- | 100 | 97 | 16 | 2 | 1 | 0.36 | 0.334 | 0.170 | 2.1 | 1.3 | ||
| 08N04117 | 81-102 | C1 | S | 100 | 100 | 100 | 100 | 100 | 98 | 96 | 94 | 57 | 1 | 1 | 1 | 1 | 92 | 73 | 9 | 2 | 1 | 0.43 | 0.388 | 0.252 | 1.7 | 0.9 | ||
| 08N04118 | 102-203 | C2 | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 96 | 66 | 1 | tr | tr | tr | 95 | 83 | 13 | 1 | tr | 0.40 | 0.361 | 0.204 | 1.9 | 1.1 | ||
| 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 | ||||||||||||||||
| 08N04111 | 0-5 | A | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04112 | 5-10 | E | S | tr | tr | -- | tr | tr | 100 | tr | -- | tr | tr | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04113 | 10-13 | Bhs | S | 1 | 1 | -- | tr | tr | 99 | 1 | -- | tr | tr | 99 | 1.461 | 1.913 | ||||||||||||||
| 08N04114 | 13-20 | Bs | S | 1 | 1 | -- | 1 | tr | 99 | 1 | -- | 1 | tr | 99 | 1.461 | 1.913 | ||||||||||||||
| 08N04115 | 20-41 | BC1 | S | 1 | 1 | -- | 1 | tr | 99 | 1 | -- | 1 | tr | 99 | 1.461 | 1.913 | ||||||||||||||
| 08N04116 | 41-81 | BC2 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04117 | 81-102 | C1 | S | 6 | 6 | -- | 4 | 2 | 94 | 6 | -- | 4 | 2 | 94 | 1.491 | 1.933 | ||||||||||||||
| 08N04118 | 102-203 | C2 | S | 4 | 4 | -- | 2 | 2 | 96 | 4 | -- | 2 | 2 | 96 | 1.481 | 1.923 | ||||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: F2008MI121014 | ( Muskegon, Michigan ) | Print Date: Nov 23 2024 7:21AM |
| Sampled As | : | Pipestone | Sandy, mixed, mesic Typic Endoaquods | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 08N0667 | |||
| 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---) | |||||||||||||||
| 08N04111 | 0-5 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 47 | 7 | 1 | 18 | 19.13 | 8.07 | |||||||||||
| 08N04112 | 5-10 | E | S | tr | -- | -- | tr | -- | tr | tr | 100 | 50 | 4 | tr | 18 | 5.36 | 2.56 | |||||||||||
| 08N04113 | 10-13 | Bhs | S | 1 | -- | -- | 1 | -- | tr | tr | 99 | 49 | 5 | tr | 16 | 47.03 | 7.50 | |||||||||||
| 08N04114 | 13-20 | Bs | S | 1 | -- | -- | 1 | -- | 1 | tr | 99 | 49 | 5 | 1 | 15 | 10.44 | 2.56 | |||||||||||
| 08N04115 | 20-41 | BC1 | S | 1 | -- | -- | 1 | -- | 1 | tr | 99 | 51 | 4 | 1 | 1 | 3.35 | 1.75 | |||||||||||
| 08N04116 | 41-81 | BC2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 1 | -- | 1 | |||||||||||||
| 08N04117 | 81-102 | C1 | S | 3 | -- | -- | 3 | -- | 2 | 1 | 97 | 52 | tr | tr | 1 | 2.03 | 1.00 | |||||||||||
| 08N04118 | 102-203 | C2 | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 53 | tr | tr | 3 | 7.60 | 2.50 | |||||||||||
| 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 | |||||||||||||||||||||||||
| 08N04111 | 0-5 | A | S | -- | -- | -- | 88 | 12 | 2 | tr | 7 | 45 | 34 | 2 | 4 | 8 | 2 | s | 86.4 | 12.1 | 1.5 | 3.4 | ||||
| 08N04112 | 5-10 | E | S | -- | -- | -- | 92 | 8 | 1 | 1 | 5 | 53 | 31 | 2 | 3 | 5 | 1 | s | 91.2 | 7.9 | 0.9 | 3.7 | ||||
| 08N04113 | 10-13 | Bhs | S | 1 | 1 | -- | 90 | 9 | 1 | 1 | 6 | 54 | 28 | 2 | 4 | 5 | 1 | s | 90.0 | 9.2 | 0.8 | 4.3 | ||||
| 08N04114 | 13-20 | Bs | S | 1 | 1 | 1 | 90 | 9 | 2 | tr | 4 | 50 | 35 | 2 | 3 | 6 | 2 | s | 89.7 | 8.5 | 1.8 | 4.7 | ||||
| 08N04115 | 20-41 | BC1 | S | 1 | 1 | 1 | 92 | 7 | 1 | tr | 4 | 39 | 48 | 2 | 3 | 4 | 1 | s | 92.0 | 6.8 | 1.2 | 4.8 | ||||
| 08N04116 | 41-81 | BC2 | S | -- | 3 | 81 | 14 | 1 | 1 | -- | -- | s | 98.9 | 1.1 | -- | 5.0 | ||||||||||
| 08N04117 | 81-102 | C1 | S | 6 | 6 | 6 | 94 | tr | 1 | 2 | 20 | 69 | 8 | tr | tr | tr | 1 | s | 98.8 | 0.5 | 0.7 | 5.0 | ||||
| 08N04118 | 102-203 | C2 | S | 4 | 4 | 4 | 96 | tr | tr | 1 | 12 | 74 | 12 | 1 | tr | -- | tr | s | 99.5 | 0.3 | 0.2 | 5.0 | ||||