| *** Supplementary Characterization Data *** |
| Pedon ID: S2000MD039004 | ( Somerset, Maryland ) | Print Date: Nov 21 2024 1:08PM |
| Sampled as : | Mullica ; Sandy, siliceous, mesic Typic Alaquod |
| Revised to SSL: | (unnamed) ; Sandy, isotic, mesic Typic Humaquept |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP01MD006 MD-EASTERN SHORE | Natural Resources Conservation Service |
| - | Site ID | S2000MD039563 Lat: 38° 12' 29.01" north Long: 75° 35' 18.49" west MLRA: 153C | National Soil Survey Center | |
| - | Pedon No. | 01P0061 | 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 | |||||||||||||||||
| 01P00290 | 0-11 | A1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 84 | 14 | 8 | 5 | 3 | 100 | 94 | 56 | 16 | 12 | 0.27 | 0.219 | 0.030 | 9.1 | 2.4 | ||
| 01P00291 | 11-24 | A2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 84 | 13 | 8 | 5 | 3 | 100 | 94 | 54 | 15 | 11 | 0.28 | 0.229 | 0.036 | 7.7 | 2.0 | ||
| 01P00292 | 24-36 | A/E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 83 | 11 | 7 | 4 | 2 | 100 | 93 | 52 | 13 | 9 | 0.29 | 0.239 | 0.059 | 4.9 | 1.3 | ||
| 01P00293 | 36-58 | Eg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 84 | 12 | 8 | 5 | 3 | 100 | 93 | 57 | 14 | 10 | 0.27 | 0.216 | 0.051 | 5.2 | 1.5 | ||
| 01P00294 | 58-90 | Bh1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 84 | 6 | 3 | 3 | 2 | 100 | 95 | 53 | 7 | 4 | 0.28 | 0.234 | 0.105 | 2.7 | 0.8 | ||
| 01P00295 | 90-108 | Bh2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 78 | 4 | 2 | 2 | 2 | 99 | 90 | 42 | 5 | 2 | 0.33 | 0.282 | 0.113 | 2.9 | 1.0 | ||
| 01P00296 | 108-178 | Cg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 83 | 7 | 5 | 5 | 5 | 100 | 94 | 52 | 9 | 5 | 0.28 | 0.238 | 0.102 | 2.8 | 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 | ||||||||||||||||
| 3B1 | 3B1 | 3B1 | 4A1d | 4A1h | ||||||||||||||||||||||||||
| 01P00290 | 0-11 | A1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.81 | 1.83 | 1.97 | 2.13 | 1.81 | 1.82 | 1.83 | 1.98 | 2.13 | 0.46 | 0.46 | |||
| 01P00291 | 11-24 | A2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.82 | 1.83 | 1.95 | 2.13 | 1.82 | 1.83 | 1.83 | 1.95 | 2.13 | 0.46 | 0.46 | |||
| 01P00292 | 24-36 | A/E | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.65 | 1.66 | 1.73 | 2.03 | 1.65 | 1.66 | 1.66 | 1.74 | 2.03 | 0.61 | 0.61 | |||
| 01P00293 | 36-58 | Eg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.81 | 1.85 | 1.88 | 2.13 | 1.81 | 1.81 | 1.85 | 1.87 | 2.13 | 0.46 | 0.46 | |||
| 01P00294 | 58-90 | Bh1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 01P00295 | 90-108 | Bh2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.85 | 1.87 | 1.92 | 2.15 | 1.85 | 1.86 | 1.87 | 1.92 | 2.15 | 0.43 | 0.43 | |||
| 01P00296 | 108-178 | Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.80 | 1.85 | 1.87 | 2.12 | 1.80 | 1.83 | 1.85 | 1.87 | 2.12 | 0.47 | 0.47 | |||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2000MD039004 | ( Somerset, Maryland ) | Print Date: Nov 21 2024 1:08PM |
| Sampled As | : | Mullica | Sandy, siliceous, mesic Typic Alaquod | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 01P0061 | |||
| 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 | |||||||||||||||||||||||||||
| 01P00290 | 0-11 | A1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 60 | 6 | 2 | 16 | 16 | 21 | 3.93 | 1.50 | 0.140 | 0.2 | 0.2 | 0.09 | 0.09 | ||||
| 01P00291 | 11-24 | A2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 61 | 6 | 2 | 18 | 13 | 2.77 | 0.65 | 0.080 | 0.2 | 0.2 | 0.10 | 0.10 | |||||
| 01P00292 | 24-36 | A/E | S | -- | -- | -- | -- | -- | -- | -- | 100 | 56 | 4 | 1 | 30 | 8 | 1.48 | 0.43 | 0.100 | 0.2 | 0.2 | 0.07 | 0.07 | |||||
| 01P00293 | 36-58 | Eg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 62 | 5 | 2 | 25 | 7 | 0.76 | 0.28 | 0.280 | 0.05 | 0.05 | |||||||
| 01P00294 | 58-90 | Bh1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 53 | 1 | 1 | 45 | 3.35 | 0.87 | |||||||||||
| 01P00295 | 90-108 | Bh2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 68 | 1 | 23 | 7 | 3.78 | 0.78 | 0.220 | 0.2 | 0.2 | 0.04 | 0.04 | ||||||
| 01P00296 | 108-178 | Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 64 | 3 | 25 | 7 | 0.71 | 0.38 | 0.190 | 0.6 | 0.6 | 0.04 | 0.04 | ||||||
| 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 | ||||||||||||||||||||||
| 01P00290 | 0-11 | A1 | S | 90 | 10 | 3 | tr | 6 | 39 | 41 | 4 | 4 | 6 | 3 | s | 87.9 | 9.3 | 2.8 | 3.2 | |||||||
| 01P00291 | 11-24 | A2 | S | 91 | 9 | 3 | tr | 6 | 42 | 40 | 4 | 4 | 5 | 3 | s | 88.6 | 8.8 | 2.6 | 3.6 | |||||||
| 01P00292 | 24-36 | A/E | S | 93 | 7 | 2 | tr | 6 | 42 | 39 | 4 | 2 | 5 | 2 | s | 91.0 | 6.9 | 2.1 | 3.8 | |||||||
| 01P00293 | 36-58 | Eg | S | 92 | 8 | 3 | tr | 7 | 37 | 44 | 4 | 2 | 6 | 3 | s | 90.1 | 7.4 | 2.5 | 4.0 | |||||||
| 01P00294 | 58-90 | Bh1 | S | 99 | 1 | 2 | tr | 5 | 43 | 47 | 4 | 1 | 1 | 2 | s | 96.4 | 1.3 | 2.3 | 4.2 | |||||||
| 01P00295 | 90-108 | Bh2 | S | 99 | 1 | 2 | 1 | 9 | 49 | 37 | 3 | tr | tr | 2 | s | 97.6 | 0.6 | 1.8 | 4.2 | |||||||
| 01P00296 | 108-178 | Cg | S | 100 | 5 | tr | 6 | 44 | 45 | 5 | 5 | s | 95.2 | -- | 4.8 | 4.0 | ||||||||||