| *** Supplementary Characterization Data *** |
| Pedon ID: S2000MD039003 | ( Somerset, Maryland ) | Print Date: Nov 21 2024 12:44PM |
| Sampled as on Oct 11, 2000: | Pone ; Coarse-loamy, isotic, mesic Typic Umbraquults |
| Revised to SSL: | (unnamed) ; Coarse-loamy, isotic, mesic Typic Umbraquult |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP01MD006 MD-EASTERN SHORE | Natural Resources Conservation Service |
| - | Site ID | S2000MD039564 Lat: 38° 13' 40.01" north Long: 75° 37' 0.01" west MLRA: 153C | National Soil Survey Center | |
| - | Pedon No. | 01P0060 | 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 | |||||||||||||||||
| 01P00281 | 0-3 | Oe | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 82 | 21 | 16 | 11 | 8 | 100 | 92 | 53 | 22 | 19 | 0.28 | 0.229 | 0.004 | 75.3 | 15.1 | ||
| 01P00282 | 3-13 | A1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 20 | 16 | 10 | 7 | 100 | 92 | 49 | 21 | 19 | 0.30 | 0.254 | 0.004 | 66.6 | 13.5 | ||
| 01P00283 | 13-24 | A2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 78 | 16 | 13 | 9 | 6 | 100 | 90 | 43 | 17 | 15 | 0.32 | 0.278 | 0.008 | 39.9 | 9.7 | ||
| 01P00284 | 24-34 | BE | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 77 | 14 | 10 | 7 | 4 | 99 | 88 | 42 | 15 | 13 | 0.33 | 0.284 | 0.017 | 19.9 | 5.2 | ||
| 01P00285 | 34-50 | Btg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 33 | 25 | 15 | 8 | 100 | 89 | 57 | 34 | 31 | 0.27 | 0.190 | 0.003 | >100 | 2.6 | ||
| 01P00286 | 50-70 | BCg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 78 | 4 | 2 | 1 | 1 | 100 | 90 | 41 | 5 | 2 | 0.33 | 0.284 | 0.114 | 2.9 | 1.0 | ||
| 01P00287 | 70-94 | Cg1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 9 | 4 | 4 | 4 | 100 | 92 | 50 | 11 | 6 | 0.29 | 0.249 | 0.092 | 3.2 | 0.9 | ||
| 01P00288 | 94-107 | Cg2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 85 | 9 | 4 | 4 | 4 | 100 | 95 | 57 | 11 | 5 | 0.27 | 0.219 | 0.086 | 3.1 | 0.9 | ||
| 01P00289 | 107-127 | 2Ab | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 92 | 53 | 31 | 16 | 100 | 99 | 95 | 93 | 90 | 0.02 | 0.016 | 0.001 | 27.1 | 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 | ||||||||||||||||
| 3B1 | 3B1 | 3B1 | 4A1d | 4A1h | ||||||||||||||||||||||||||
| 01P00281 | 0-3 | Oe | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||
| 01P00282 | 3-13 | A1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.46 | 1.52 | 1.81 | 1.91 | 1.46 | 1.50 | 1.52 | 1.81 | 1.91 | 0.82 | 0.82 | |||
| 01P00283 | 13-24 | A2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.49 | 1.52 | 1.79 | 1.93 | 1.49 | 1.51 | 1.52 | 1.78 | 1.93 | 0.78 | 0.78 | |||
| 01P00284 | 24-34 | BE | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.52 | 1.55 | 1.73 | 1.95 | 1.52 | 1.54 | 1.55 | 1.73 | 1.95 | 0.74 | 0.74 | |||
| 01P00285 | 34-50 | Btg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.93 | 1.96 | 2.14 | 2.20 | 1.93 | 1.95 | 1.96 | 2.14 | 2.20 | 0.37 | 0.37 | |||
| 01P00286 | 50-70 | BCg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 01P00287 | 70-94 | Cg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.89 | 1.91 | 1.95 | 2.18 | 1.89 | 1.90 | 1.91 | 1.95 | 2.18 | 0.40 | 0.40 | |||
| 01P00288 | 94-107 | Cg2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 01P00289 | 107-127 | 2Ab | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2000MD039003 | ( Somerset, Maryland ) | Print Date: Nov 21 2024 12:44PM |
| Sampled As | : | Pone | Coarse-loamy, isotic, mesic Typic Umbraquults | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 01P0060 | |||
| 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 | |||||||||||||||||||||||||||
| 01P00281 | 0-3 | Oe | S | -- | -- | -- | -- | -- | -- | -- | 100 | 44 | 6 | 4 | 45 | 21 | 0.44 | 5.23 | 4.08 | |||||||||
| 01P00282 | 3-13 | A1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 45 | 7 | 4 | 10 | 35 | 23 | 0.63 | 3.13 | 1.12 | 0.210 | 0.9 | 0.9 | 0.24 | 0.24 | |||
| 01P00283 | 13-24 | A2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 48 | 5 | 3 | 14 | 30 | 0.56 | 2.58 | 0.95 | 0.120 | 0.4 | 0.4 | 0.21 | 0.21 | ||||
| 01P00284 | 24-34 | BE | S | -- | -- | -- | -- | -- | -- | -- | 100 | 50 | 5 | 2 | 22 | 21 | 0.53 | 2.23 | 0.72 | 0.160 | 0.4 | 0.4 | 0.16 | 0.16 | ||||
| 01P00285 | 34-50 | Btg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 50 | 17 | 6 | 6 | 21 | 0.27 | 0.86 | 0.43 | 0.060 | 0.3 | 0.3 | 0.15 | 0.15 | ||||
| 01P00286 | 50-70 | BCg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 1 | 1 | 45 | 0.70 | 1.90 | 0.40 | ||||||||||
| 01P00287 | 70-94 | Cg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 67 | 1 | 3 | 23 | 6 | 0.38 | 0.55 | 0.30 | 0.100 | 0.2 | 0.2 | 0.04 | 0.04 | ||||
| 01P00288 | 94-107 | Cg2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 52 | 1 | 2 | 45 | 0.80 | 0.80 | 0.35 | ||||||||||
| 01P00289 | 107-127 | 2Ab | S | -- | -- | -- | -- | -- | -- | -- | 100 | 5 | 41 | 9 | 45 | 26 | 0.54 | 1.33 | 0.53 | |||||||||
| 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 | ||||||||||||||||||||||
| 01P00281 | 0-3 | Oe | S | 88 | 12 | 8 | tr | 8 | 42 | 34 | 3 | 3 | 9 | 8 | ls | 81.2 | 11.1 | 7.7 | 3.3 | |||||||
| 01P00282 | 3-13 | A1 | S | 87 | 13 | 7 | tr | 9 | 46 | 30 | 2 | 3 | 10 | 7 | ls | 81.4 | 11.8 | 6.8 | 3.6 | |||||||
| 01P00283 | 13-24 | A2 | S | 90 | 10 | 6 | tr | 10 | 50 | 27 | 2 | 2 | 8 | 6 | ls | 85.1 | 9.2 | 5.7 | 3.9 | |||||||
| 01P00284 | 24-34 | BE | S | 91 | 9 | 4 | 1 | 11 | 49 | 28 | 3 | 2 | 6 | 4 | s | 87.4 | 8.3 | 4.3 | 4.2 | |||||||
| 01P00285 | 34-50 | Btg | S | 75 | 25 | 9 | tr | 12 | 35 | 24 | 4 | 7 | 18 | 9 | sl | 69.0 | 23.1 | 7.9 | 4.2 | |||||||
| 01P00286 | 50-70 | BCg | S | 99 | 1 | 1 | 1 | 9 | 50 | 36 | 3 | tr | 1 | 1 | s | 98.0 | 1.0 | 1.0 | 4.3 | |||||||
| 01P00287 | 70-94 | Cg1 | S | 98 | 2 | 4 | tr | 8 | 44 | 41 | 5 | 2 | tr | 4 | s | 94.2 | 1.8 | 4.0 | 4.0 | |||||||
| 01P00288 | 94-107 | Cg2 | S | 99 | 1 | 4 | tr | 5 | 40 | 47 | 6 | 1 | 4 | s | 94.7 | 1.3 | 4.0 | 4.0 | ||||||||
| 01P00289 | 107-127 | 2Ab | S | 12 | 88 | 18 | tr | 2 | 4 | 3 | 3 | 44 | 45 | 18 | sil | 9.9 | 74.5 | 15.6 | 3.9 | |||||||