| *** Supplementary Characterization Data *** |
| Pedon ID: 83NC125001 | ( Moore, North Carolina ) | Print Date: May 20 2024 5:03AM |
| Sampled as on Aug 1, 1983: | Mayodan ; Clayey, mixed, thermic Typic Hapludult |
| Revised to correlated: | Mayodan ; Fine, allitic, thermic Typic Hapludults |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP83NC148 TRIASSIC BASIN-SODIUM STUDY; MOORE CO. | Natural Resources Conservation Service |
| - | Site ID | S1983NC125001 Lat: 35° 21' 43.99" north Long: 79° 23' 41.00" west MLRA: 136 | National Soil Survey Center | |
| - | Pedon No. | 83P0544 | 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 | |||||||||||||||||
| 83P02579 | 0-18 | A | S | 100 | 100 | 100 | 100 | 100 | 98 | 95 | 87 | 80 | 63 | 29 | 19 | 13 | 85 | 81 | 77 | 69 | 53 | 0.07 | 0.044 | 0.001 | 53.8 | 5.0 | ||
| 83P02580 | 18-36 | Bt1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 89 | 67 | 55 | 46 | 99 | 98 | 98 | 94 | 83 | 0.01 | 0.003 | -- | 27.6 | 0.3 | ||
| 83P02581 | 36-68 | Bt2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 89 | 64 | 51 | 41 | 100 | 100 | 100 | 95 | 82 | 0.01 | 0.005 | -- | 36.9 | 0.3 | ||
| 83P02582 | 68-94 | Bt3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 98 | 83 | 53 | 37 | 26 | 98 | 98 | 97 | 89 | 72 | 0.03 | 0.016 | -- | 59.5 | 0.5 | ||
| 83P02583 | 94-130 | Bt4 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 95 | 70 | 38 | 22 | 11 | 96 | 95 | 94 | 78 | 57 | 0.05 | 0.035 | 0.002 | 32.7 | 1.1 | ||
| 83P02584 | 130-190 | Cr1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 58 | 36 | 19 | 8 | 100 | 99 | 94 | 63 | 50 | 0.08 | 0.049 | 0.002 | 34.9 | 0.8 | ||
| 83P02585 | 190-250 | Cr2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 53 | 28 | 13 | 3 | 100 | 99 | 97 | 62 | 43 | 0.09 | 0.065 | 0.004 | 25.1 | 1.5 | ||
| 83P02586 | 250-331 | Cr3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 86 | 50 | 25 | 9 | 100 | 99 | 99 | 92 | 76 | 0.03 | 0.020 | 0.002 | 13.4 | 0.7 | ||
| 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 | ||||||||||||||||||||||||||
| 83P02579 | 0-18 | A | S | 13 | -- | -- | 13 | -- | 5 | 8 | 87 | 13 | -- | 5 | 8 | 87 | 1.58 | 1.61 | 1.85 | 1.98 | 1.48 | 1.50 | 1.51 | 1.77 | 1.92 | 0.68 | 0.79 | |||
| 83P02580 | 18-36 | Bt1 | S | 1 | -- | -- | 1 | -- | tr | 1 | 99 | 1 | -- | tr | 1 | 99 | 1.39 | 1.52 | 1.78 | 1.87 | 1.38 | 1.42 | 1.51 | 1.77 | 1.86 | 0.91 | 0.92 | |||
| 83P02581 | 36-68 | Bt2 | S | tr | -- | -- | -- | -- | -- | tr | 100 | -- | -- | -- | tr | 100 | 1.36 | 1.47 | 1.75 | 1.85 | 1.36 | 1.40 | 1.47 | 1.76 | 1.85 | 0.95 | 0.95 | |||
| 83P02582 | 68-94 | Bt3 | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 2 | -- | 1 | 1 | 98 | 1.51 | 1.60 | 1.90 | 1.94 | 1.50 | 1.54 | 1.59 | 1.90 | 1.93 | 0.75 | 0.77 | |||
| 83P02583 | 94-130 | Bt4 | S | 4 | -- | -- | 4 | -- | tr | 4 | 96 | 4 | -- | tr | 4 | 96 | 1.66 | 1.72 | 1.96 | 2.03 | 1.63 | 1.66 | 1.69 | 1.94 | 2.01 | 0.60 | 0.63 | |||
| 83P02584 | 130-190 | Cr1 | S | -- | -- | -- | -- | -- | -- | 100 | -- | 100 | 1.70 | 1.77 | 1.97 | 2.06 | 1.70 | 1.74 | 1.77 | 1.96 | 2.06 | 0.56 | 0.56 | |||||||
| 83P02585 | 190-250 | Cr2 | S | -- | -- | -- | -- | -- | -- | 100 | -- | 100 | 1.65 | 1.70 | 1.93 | 2.03 | 1.65 | 1.69 | 1.70 | 1.93 | 2.03 | 0.61 | 0.61 | |||||||
| 83P02586 | 250-331 | Cr3 | S | -- | -- | -- | -- | -- | -- | 100 | -- | 100 | 1.70 | 1.81 | 2.02 | 2.06 | 1.70 | 1.77 | 1.81 | 2.03 | 2.06 | 0.56 | 0.56 | |||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: 83NC125001 | ( Moore, North Carolina ) | Print Date: May 20 2024 5:03AM |
| Sampled As | : | Mayodan | Clayey, mixed, thermic Typic Hapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 83P0544 | |||
| 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 | |||||||||||||||||||||||||||
| 83P02579 | 0-18 | A | S | 8 | -- | -- | 8 | -- | 3 | 5 | 92 | 20 | 24 | 7 | 13 | 27 | 21 | 0.33 | 0.82 | 0.47 | 0.050 | 0.4 | 0.4 | 0.17 | 0.19 | |||
| 83P02580 | 18-36 | Bt1 | S | 1 | -- | -- | 1 | -- | tr | 1 | 99 | 8 | 19 | 24 | 9 | 39 | 14 | 0.50 | 0.39 | 0.44 | 0.060 | 1.0 | 1.0 | 0.11 | 0.11 | |||
| 83P02581 | 36-68 | Bt2 | S | tr | -- | -- | -- | -- | -- | tr | 100 | 9 | 20 | 21 | 10 | 39 | 7 | 0.50 | 0.40 | 0.49 | 0.060 | 1.0 | 1.0 | 0.12 | 0.12 | |||
| 83P02582 | 68-94 | Bt3 | S | 1 | -- | -- | 1 | -- | 1 | 1 | 99 | 15 | 26 | 15 | 4 | 39 | 8 | 0.49 | 0.60 | 0.53 | 0.070 | 1.1 | 0.9 | 0.19 | 0.19 | |||
| 83P02583 | 94-130 | Bt4 | S | 3 | -- | -- | 3 | -- | tr | 3 | 97 | 24 | 29 | 7 | 7 | 30 | 0.46 | 0.97 | 0.78 | 0.110 | 0.8 | 0.6 | 0.16 | 0.17 | ||||
| 83P02584 | 130-190 | Cr1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 32 | 27 | 5 | 9 | 27 | 0.33 | 1.12 | 0.87 | 0.180 | 0.8 | 0.8 | 0.15 | 0.15 | ||||
| 83P02585 | 190-250 | Cr2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 35 | 24 | 2 | 10 | 28 | 0.21 | 2.24 | 1.50 | 0.290 | 0.8 | 0.8 | 0.20 | 0.20 | ||||
| 83P02586 | 250-331 | Cr3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 15 | 43 | 6 | 4 | 32 | 0.27 | 1.48 | 0.97 | 0.240 | 1.4 | 1.4 | 0.18 | 0.18 | ||||
| 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 | 8A3a | |||||||||||||||||||||
| 83P02579 | 0-18 | A | S | 15 | 15 | 15 | 38 | 47 | 14 | 3 | 5 | 6 | 11 | 20 | 32 | 22 | 17 | l | 38.6 | 47.0 | 14.4 | 4.2 | 0.14 | |||
| 83P02580 | 18-36 | Bt1 | S | 2 | 2 | 2 | 30 | 68 | 86 | tr | 1 | 1 | 7 | 21 | 30 | 40 | 87 | c | 16.3 | 37.1 | 46.6 | 4.5 | 0.06 | |||
| 83P02581 | 36-68 | Bt2 | S | 31 | 69 | 71 | tr | 1 | 8 | 22 | 29 | 39 | 71 | sic | 18.4 | 40.2 | 41.4 | 4.5 | 0.06 | |||||||
| 83P02582 | 68-94 | Bt3 | S | 3 | 3 | 3 | 36 | 62 | 36 | tr | tr | tr | 11 | 24 | 27 | 37 | 37 | cl | 26.8 | 46.2 | 27.0 | 4.2 | 0.05 | |||
| 83P02583 | 94-130 | Bt4 | S | 4 | 4 | 4 | 43 | 52 | 12 | tr | 1 | 1 | 19 | 24 | 22 | 32 | 13 | l | 40.3 | 48.4 | 11.3 | 4.2 | 0.07 | |||
| 83P02584 | 130-190 | Cr1 | S | 54 | 46 | 8 | tr | 1 | 6 | 33 | 14 | 16 | 30 | 8 | ||||||||||||
| 83P02584 | 130-190 | Cr1 | GP | l | 49.6 | 42.6 | 7.8 | 3.9 | 0.06 | |||||||||||||||||
| 83P02585 | 190-250 | Cr2 | S | 59 | 41 | 4 | tr | 1 | 3 | 36 | 20 | 15 | 25 | 4 | ||||||||||||
| 83P02585 | 190-250 | Cr2 | GP | fsl | 57.1 | 39.5 | 3.4 | 4.0 | 0.12 | |||||||||||||||||
| 83P02586 | 250-331 | Cr3 | S | 26 | 74 | 10 | tr | tr | tr | 8 | 17 | 29 | 45 | 10 | ||||||||||||
| 83P02586 | 250-331 | Cr3 | GP | sil | 24.1 | 67.0 | 8.9 | 3.8 | 0.08 | |||||||||||||||||