*** Supplementary Characterization Data *** |
Pedon ID: F2009MI121005 | ( Muskegon, Michigan ) | Print Date: Nov 26 2024 11:19PM |
Sampled as on Aug 31, 2009: | Saugatuck ; Sandy, mixed, mesic, shallow, ortstein Typic Duraquods |
Revised to correlated on Oct 2, 2012: | Saugatuck ; Sandy, mixed, mesic, shallow, ortstein Duric Alaquods |
United States Department of Agriculture | ||||
SSL | - | Project | C2010USMI010 Grand Rapids - MLRA 97 & 98 | Natural Resources Conservation Service |
- | Site ID | F2009MI121005 Lat: 43° 9' 25.40" north Long: 86° 5' 8.69" west MLRA: 98 | National Soil Survey Center | |
- | Pedon No. | 10N0101 | 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 | |||||||||||||||||
10N00361 | 0-8 | Oa | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
10N00362 | 8-19 | AE | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 87 | 14 | 7 | 3 | tr | 100 | 97 | 57 | 16 | 12 | 0.26 | 0.215 | 0.036 | 7.4 | 2.0 | ||
10N00363 | 19-49 | E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 82 | 4 | 2 | 1 | -- | 100 | 97 | 37 | 5 | 3 | 0.33 | 0.292 | 0.116 | 2.8 | 1.1 | ||
10N00364 | 49-71 | Bhsm1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 83 | 5 | 3 | 2 | 1 | 100 | 98 | 39 | 6 | 4 | 0.32 | 0.285 | 0.113 | 2.8 | 1.1 | ||
10N00365 | 71-89 | Bhsm2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 4 | 1 | 1 | tr | 100 | 97 | 33 | 5 | 2 | 0.34 | 0.301 | 0.119 | 2.8 | 1.3 | ||
10N00366 | 89-155 | Bs | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 79 | 1 | -- | -- | -- | 100 | 97 | 27 | 2 | 1 | 0.35 | 0.315 | 0.135 | 2.6 | 1.4 | ||
10N00367 | 155 | BC | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 84 | 1 | -- | -- | -- | 97 | 93 | 57 | 2 | 1 | 0.27 | 0.223 | 0.115 | 2.3 | 0.8 |
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 | ||||||||||||||||
10N00361 | 0-8 | Oa | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||||
10N00362 | 8-19 | AE | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.451 | 1.903 | ||||||||||||||
10N00363 | 19-49 | E | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
10N00364 | 49-71 | Bhsm1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
10N00365 | 71-89 | Bhsm2 | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.451 | 1.903 | ||||||||||||||
10N00366 | 89-155 | Bs | S | tr | tr | -- | tr | -- | 100 | tr | -- | tr | -- | 100 | 1.451 | 1.903 | ||||||||||||||
10N00367 | 155 | BC | S | 2 | 2 | -- | 1 | 1 | 98 | 2 | -- | 1 | 1 | 98 | 1.461 | 1.913 |
*** Supplementary Characterization Data *** |
Pedon ID: F2009MI121005 | ( Muskegon, Michigan ) | Print Date: Nov 26 2024 11:19PM |
Sampled As | : | Saugatuck | Sandy, mixed, mesic, shallow, ortstein Typic Duraquods | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 10N0101 |
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---) | |||||||||||||||
10N00361 | 0-8 | Oa | S | -- | -- | -- | -- | -- | -- | -- | 100 | 24 | ||||||||||||||||
10N00362 | 8-19 | AE | S | tr | -- | -- | tr | -- | -- | -- | 100 | 48 | 6 | tr | 23 | 13.04 | 9.40 | |||||||||||
10N00363 | 19-49 | E | S | -- | -- | -- | -- | -- | -- | -- | 100 | 53 | 2 | -- | 10 | |||||||||||||
10N00364 | 49-71 | Bhsm1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 52 | 2 | 1 | 35 | 13.00 | 5.40 | |||||||||||
10N00365 | 71-89 | Bhsm2 | S | tr | -- | -- | tr | -- | -- | -- | 100 | 53 | 1 | tr | 26 | 9.33 | ||||||||||||
10N00366 | 89-155 | Bs | S | tr | -- | -- | tr | -- | -- | -- | 100 | 54 | tr | -- | ||||||||||||||
10N00367 | 155 | BC | S | 1 | -- | -- | 1 | -- | 1 | 1 | 99 | 53 | tr | -- |
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 | |||||||||||||||||||||||||
10N00361 | 0-8 | Oa | S | 3.6 | ||||||||||||||||||||||
10N00362 | 8-19 | AE | S | -- | -- | -- | 89 | 11 | 1 | tr | 3 | 41 | 41 | 4 | 4 | 7 | 1 | s | 88.4 | 11.1 | 0.5 | 3.3 | ||||
10N00363 | 19-49 | E | S | tr | 3 | 60 | 32 | 2 | 2 | 2 | -- | s | 96.7 | 3.3 | -- | 3.8 | ||||||||||
10N00364 | 49-71 | Bhsm1 | S | -- | -- | -- | 97 | 3 | 1 | tr | 2 | 60 | 34 | 1 | 2 | 2 | 1 | s | 95.6 | 3.4 | 1.0 | 4.0 | ||||
10N00365 | 71-89 | Bhsm2 | S | -- | -- | -- | 98 | 2 | tr | tr | 3 | 64 | 28 | 2 | 1 | 1 | tr | s | 97.6 | 2.1 | 0.3 | 4.2 | ||||
10N00366 | 89-155 | Bs | S | tr | 3 | 70 | 25 | 1 | 1 | -- | -- | s | 99.2 | 0.8 | -- | 4.3 | ||||||||||
10N00367 | 155 | BC | S | 1 | 4 | 37 | 56 | 1 | 1 | -- | -- | fs | 99.1 | 0.9 | -- | 4.5 |