| *** Supplementary Characterization Data *** |
| Pedon ID: F2008MI121008 | ( Muskegon, Michigan ) | Print Date: Nov 26 2024 11:17PM |
| Sampled as on Jun 7, 2008: | Pipestone ; Sandy, mixed, mesic Typic Endoaquods |
| Revised to correlated on Apr 15, 2009: | Pipestone ; Sandy, isotic, mesic Aeric Alaquods |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2008USMI139 MLRA 97/98 | Natural Resources Conservation Service |
| - | Site ID | F2008MI121008 Lat: 43° 9' 37.89" north Long: 86° 12' 10.81" west MLRA: 98 | National Soil Survey Center | |
| - | Pedon No. | 08N0661 | 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 | |||||||||||||||||
| 08N04066 | 0-10 | AE1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 83 | 9 | 5 | 3 | 1 | 100 | 97 | 41 | 10 | 8 | 0.32 | 0.280 | 0.100 | 3.2 | 1.0 | ||
| 08N04067 | 10-25 | AE2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 12 | 8 | 4 | 2 | 99 | 95 | 38 | 13 | 10 | 0.33 | 0.288 | 0.046 | 7.0 | 2.3 | ||
| 08N04068 | 25-41 | Bhs | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 80 | 9 | 5 | 3 | 2 | 99 | 94 | 38 | 10 | 7 | 0.33 | 0.291 | 0.100 | 3.3 | 1.1 | ||
| 08N04069 | 41-53 | Bs1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 80 | 5 | 2 | 1 | 1 | 98 | 93 | 44 | 6 | 3 | 0.32 | 0.274 | 0.110 | 2.9 | 0.9 | ||
| 08N04070 | 53-94 | Bs2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 82 | 3 | 1 | 1 | tr | 100 | 97 | 36 | 3 | 2 | 0.33 | 0.294 | 0.121 | 2.7 | 1.1 | ||
| 08N04071 | 94-152 | BC | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 91 | 4 | -- | -- | -- | 100 | 99 | 67 | 6 | 1 | 0.23 | 0.195 | 0.107 | 2.1 | 0.9 | ||
| 08N04072 | 152-203 | C | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 84 | 1 | -- | -- | -- | 100 | 99 | 39 | 2 | tr | 0.32 | 0.285 | 0.122 | 2.6 | 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 | ||||||||||||||||
| 08N04066 | 0-10 | AE1 | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04067 | 10-25 | AE2 | S | tr | tr | -- | tr | tr | 100 | tr | -- | tr | tr | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04068 | 25-41 | Bhs | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04069 | 41-53 | Bs1 | S | 1 | 1 | -- | tr | 1 | 99 | 1 | -- | tr | 1 | 99 | 1.461 | 1.913 | ||||||||||||||
| 08N04070 | 53-94 | Bs2 | S | 1 | 1 | -- | tr | tr | 99 | 1 | -- | tr | tr | 99 | 1.461 | 1.913 | ||||||||||||||
| 08N04071 | 94-152 | BC | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 08N04072 | 152-203 | C | S | tr | tr | -- | tr | -- | 100 | tr | -- | tr | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: F2008MI121008 | ( Muskegon, Michigan ) | Print Date: Nov 26 2024 11:17PM |
| Sampled As | : | Pipestone | Sandy, mixed, mesic Typic Endoaquods | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 08N0661 | |||
| 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---) | |||||||||||||||
| 08N04066 | 0-10 | AE1 | S | tr | -- | -- | tr | -- | -- | -- | 100 | 51 | 3 | 1 | 16 | 8.67 | 5.17 | |||||||||||
| 08N04067 | 10-25 | AE2 | S | tr | -- | -- | tr | -- | -- | tr | 100 | 49 | 5 | 1 | 14 | 2.74 | 1.11 | |||||||||||
| 08N04068 | 25-41 | Bhs | S | tr | -- | -- | tr | -- | -- | tr | 100 | 51 | 3 | 1 | 14 | 9.16 | 2.32 | |||||||||||
| 08N04069 | 41-53 | Bs1 | S | 1 | -- | -- | 1 | -- | tr | 1 | 99 | 53 | 1 | 1 | 15 | 2.09 | 1.09 | |||||||||||
| 08N04070 | 53-94 | Bs2 | S | 1 | -- | -- | 1 | -- | tr | tr | 99 | 54 | 1 | tr | 3 | 13.80 | 1.60 | |||||||||||
| 08N04071 | 94-152 | BC | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 1 | -- | 4 | |||||||||||||
| 08N04072 | 152-203 | C | S | tr | -- | -- | tr | -- | tr | -- | 100 | 54 | tr | -- | 9 | |||||||||||||
| 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 | |||||||||||||||||||||||||
| 08N04066 | 0-10 | AE1 | S | -- | -- | -- | 94 | 6 | 1 | tr | 3 | 57 | 31 | 3 | 2 | 4 | 1 | s | 92.5 | 6.3 | 1.2 | 4.3 | ||||
| 08N04067 | 10-25 | AE2 | S | -- | -- | -- | 91 | 8 | 2 | 1 | 4 | 58 | 26 | 3 | 3 | 6 | 2 | s | 89.8 | 8.3 | 1.9 | 4.2 | ||||
| 08N04068 | 25-41 | Bhs | S | -- | -- | -- | 94 | 5 | 2 | 1 | 5 | 57 | 28 | 3 | 2 | 4 | 2 | s | 92.9 | 5.2 | 1.9 | 4.4 | ||||
| 08N04069 | 41-53 | Bs1 | S | 1 | 1 | 1 | 97 | 2 | 1 | 1 | 5 | 50 | 38 | 3 | 1 | 1 | 1 | s | 96.8 | 2.1 | 1.1 | 4.8 | ||||
| 08N04070 | 53-94 | Bs2 | S | 1 | 1 | -- | 98 | 1 | tr | tr | 3 | 62 | 32 | 1 | 1 | tr | 1 | s | 98.2 | 1.3 | 0.5 | 4.9 | ||||
| 08N04071 | 94-152 | BC | S | -- | 1 | 33 | 61 | 4 | 1 | -- | -- | fs | 98.7 | 1.3 | -- | 4.9 | ||||||||||
| 08N04072 | 152-203 | C | S | -- | 1 | 60 | 37 | 2 | tr | -- | -- | s | 99.8 | 0.2 | -- | 4.8 | ||||||||||