| *** Supplementary Characterization Data *** |
| Pedon ID: 90NC099001 | ( Jackson, North Carolina ) | Print Date: Nov 21 2024 12:27PM |
| Sampled as on Dec 30, 1989: | Fannin ; Fine-loamy, micaceous Typic Hapludults |
| Revised to correlated on Aug 1, 1996: | Fannin ; Fine-loamy, parasesquic, mesic Typic Hapludept |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP90NC090 JACKSON COUNTY | Natural Resources Conservation Service |
| - | Site ID | S1990NC099001 MLRA: 130 | National Soil Survey Center | |
| - | Pedon No. | 90P0391 | 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 | |||||||||||||||||
| 90P02186 | 3-13 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 89 | 58 | 42 | 31 | 24 | 97 | 91 | 82 | 64 | 50 | 0.08 | 0.049 | 0.001 | >100 | 0.4 | ||
| 90P02187 | 13-64 | Bt | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 90 | 59 | 45 | 35 | 28 | 97 | 92 | 83 | 65 | 52 | 0.08 | 0.040 | -- | >100 | 0.2 | ||
| 90P02188 | 64-97 | BC | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 85 | 41 | 24 | 17 | 13 | 95 | 89 | 75 | 50 | 31 | 0.15 | 0.101 | 0.001 | >100 | 11.7 | ||
| 90P02189 | 97-168 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 86 | 42 | 17 | 10 | 5 | 96 | 89 | 76 | 51 | 28 | 0.14 | 0.096 | 0.005 | 28.3 | 4.2 | ||
| 90P02190 | 168-198 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 74 | 32 | 11 | 6 | 3 | 91 | 78 | 63 | 39 | 23 | 0.23 | 0.154 | 0.015 | 15.2 | 1.4 | ||
| 90P02191 | 198-224 | Cr | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 88 | 64 | 20 | 5 | 2 | 1 | 81 | 68 | 50 | 27 | 12 | 0.37 | 0.250 | 0.038 | 9.6 | 0.9 | ||
| 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 | ||||||||||||||||||||||||||||
| 90P02186 | 3-13 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 90P02187 | 13-64 | Bt | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
| 90P02188 | 64-97 | BC | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 1 | -- | -- | 1 | 99 | 1.461 | |||||||||||||
| 90P02189 | 97-168 | C1 | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 1 | -- | -- | 1 | 99 | 1.461 | |||||||||||||
| 90P02190 | 168-198 | C2 | S | 3 | -- | -- | 3 | -- | -- | 3 | 97 | 3 | -- | tr | 3 | 97 | 1.471 | |||||||||||||
| 90P02191 | 198-224 | Cr | S | 12 | -- | -- | 12 | -- | 2 | 10 | 88 | 12 | -- | 2 | 10 | 88 | 1.531 | |||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: 90NC099001 | ( Jackson, North Carolina ) | Print Date: Nov 21 2024 12:27PM |
| Sampled As | : | Fannin | Fine-loamy, micaceous Typic Hapludults | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 90P0391 | |||
| 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 | ||||||||||||||||||||||||||||
| 90P02186 | 3-13 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 27 | 14 | 13 | 45 | 15 | 0.50 | 0.88 | 0.67 | |||||||||
| 90P02187 | 13-64 | Bt | S | -- | -- | -- | -- | -- | -- | -- | 100 | 26 | 13 | 15 | 45 | 9 | 0.46 | 0.39 | 0.53 | |||||||||
| 90P02188 | 64-97 | BC | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 38 | 10 | 7 | 45 | 10 | 0.52 | 0.57 | 0.88 | |||||||||
| 90P02189 | 97-168 | C1 | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 40 | 12 | 3 | 45 | 14 | 0.45 | 0.98 | 1.11 | |||||||||
| 90P02190 | 168-198 | C2 | S | 2 | -- | -- | 2 | -- | -- | 2 | 98 | 42 | 11 | 2 | 45 | 0.59 | 2.24 | 1.79 | ||||||||||
| 90P02191 | 198-224 | Cr | S | 7 | -- | -- | 7 | -- | 1 | 6 | 93 | 43 | 6 | 1 | 42 | 0.80 | 7.20 | 3.90 | ||||||||||
| 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 | ||||||||||||||||||||||
| 90P02186 | 3-13 | A | S | 65 | 35 | 31 | 4 | 8 | 12 | 24 | 18 | 10 | 24 | 31 | scl | 49.9 | 26.5 | 23.6 | 5.1 | |||||||
| 90P02187 | 13-64 | Bt | S | 67 | 33 | 39 | 4 | 7 | 13 | 25 | 19 | 10 | 23 | 39 | scl | 48.3 | 23.5 | 28.2 | 4.3 | |||||||
| 90P02188 | 64-97 | BC | S | 1 | 1 | 1 | 78 | 21 | 14 | 4 | 8 | 15 | 30 | 22 | 8 | 13 | 15 | fsl | 69.0 | 18.3 | 12.7 | 4.3 | ||||
| 90P02189 | 97-168 | C1 | S | 1 | 1 | 1 | 75 | 24 | 6 | 3 | 7 | 14 | 26 | 25 | 11 | 13 | 6 | fsl | 71.9 | 22.6 | 5.5 | 4.3 | ||||
| 90P02190 | 168-198 | C2 | S | 3 | 3 | 3 | 77 | 20 | 3 | 7 | 13 | 17 | 25 | 17 | 12 | 9 | 3 | ls | 76.8 | 20.3 | 2.9 | 4.3 | ||||
| 90P02191 | 198-224 | Cr | S | 12 | 12 | 12 | 77 | 11 | 1 | 8 | 15 | 21 | 26 | 17 | 8 | 5 | 1 | s | 86.2 | 12.8 | 1.0 | 5.2 | ||||