| *** Supplementary Characterization Data *** |
| Pedon ID: 86SC089001 | ( Williamsburg, South Carolina ) | Print Date: Dec 11 2024 3:30PM |
| Sampled as on Mar 30, 1986: | Mouzon ; Fine-loamy, mixed Typic Albaqualfs |
| Revised to : |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP86SC149 AILEY-MOUZON | Natural Resources Conservation Service |
| - | Site ID | S1986SC089001 Lat: 33° 48' 9.99" north Long: 79° 49' 29.99" west | National Soil Survey Center | |
| - | Pedon No. | 86P0403 | 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 | |||||||||||||||||
| 86P02379 | 0-15 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 39 | 26 | 15 | 8 | 100 | 97 | 89 | 42 | 35 | 0.14 | 0.117 | 0.003 | 52.3 | 2.3 | ||
| 86P02380 | 15-23 | E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 35 | 23 | 13 | 6 | 100 | 97 | 91 | 39 | 31 | 0.15 | 0.122 | 0.003 | 43.7 | 4.1 | ||
| 86P02381 | 23-51 | Btg1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 51 | 41 | 34 | 30 | 100 | 98 | 94 | 54 | 47 | 0.12 | 0.068 | -- | >100 | 0.1 | ||
| 86P02382 | 51-69 | Btg21 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 47 | 37 | 29 | 23 | 100 | 98 | 93 | 50 | 44 | 0.12 | 0.097 | 0.001 | >100 | 0.6 | ||
| 86P02383 | 69-89 | Btg22 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 50 | 39 | 30 | 24 | 100 | 99 | 94 | 53 | 46 | 0.12 | 0.076 | 0.001 | >100 | 0.4 | ||
| 86P02384 | 89-107 | BCg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 43 | 32 | 24 | 19 | 100 | 98 | 93 | 46 | 38 | 0.13 | 0.108 | 0.001 | >100 | 2.5 | ||
| 86P02385 | 107-178 | 2Cg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 80 | 21 | 15 | 12 | 10 | 97 | 84 | 69 | 23 | 18 | 0.21 | 0.172 | 0.002 | 86.6 | 26.1 | ||
| 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 | ||||||||||||||||||||||||||
| 86P02379 | 0-15 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.26 | 1.32 | 1.55 | 1.78 | 1.26 | 1.31 | 1.32 | 1.55 | 1.78 | 1.10 | 1.10 | |||
| 86P02380 | 15-23 | E | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.75 | 1.76 | 1.89 | 2.09 | 1.75 | 1.76 | 1.76 | 1.89 | 2.09 | 0.51 | 0.51 | |||
| 86P02381 | 23-51 | Btg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.75 | 2.06 | 2.05 | 2.09 | 1.75 | 1.88 | 2.06 | 2.05 | 2.09 | 0.51 | 0.51 | |||
| 86P02382 | 51-69 | Btg21 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | tr | tr | 100 | 1.81 | 2.04 | 2.10 | 2.13 | 1.81 | 1.92 | 2.04 | 2.10 | 2.13 | 0.46 | 0.46 | |||
| 86P02383 | 69-89 | Btg22 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | tr | tr | 100 | 1.78 | 2.03 | 2.01 | 2.11 | 1.78 | 1.86 | 2.03 | 2.01 | 2.11 | 0.49 | 0.49 | |||
| 86P02384 | 89-107 | BCg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.83 | 1.94 | 2.05 | 2.14 | 1.83 | 1.87 | 1.94 | 2.05 | 2.14 | 0.45 | 0.45 | |||
| 86P02385 | 107-178 | 2Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | tr | 100 | 1.451 | |||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: 86SC089001 | ( Williamsburg, South Carolina ) | Print Date: Dec 11 2024 3:30PM |
| Sampled As | : | Mouzon | Fine-loamy, mixed Typic Albaqualfs | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 86P0403 | |||
| 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 | |||||||||||||||||||||||||||
| 86P02379 | 0-15 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 31 | 13 | 4 | 23 | 29 | 2.01 | 0.84 | 0.210 | 1.3 | 1.3 | 0.21 | 0.21 | |||||
| 86P02380 | 15-23 | E | S | -- | -- | -- | -- | -- | -- | -- | 100 | 46 | 16 | 4 | 20 | 14 | 0.76 | 0.40 | 0.030 | 0.2 | 0.2 | 0.10 | 0.10 | |||||
| 86P02381 | 23-51 | Btg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 35 | 12 | 20 | 4 | 30 | 0.53 | 0.37 | 0.190 | 2.4 | 2.4 | 0.11 | 0.11 | |||||
| 86P02382 | 51-69 | Btg21 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 39 | 14 | 16 | 3 | 29 | 0.63 | 0.39 | 0.180 | 2.0 | 2.0 | 0.13 | 0.13 | |||||
| 86P02383 | 69-89 | Btg22 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 36 | 15 | 16 | 10 | 23 | 0.60 | 0.38 | 0.190 | 1.5 | 1.5 | 0.07 | 0.07 | |||||
| 86P02384 | 89-107 | BCg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 42 | 13 | 13 | 9 | 22 | 0.62 | 0.40 | 0.110 | 0.7 | 0.7 | 0.08 | 0.08 | |||||
| 86P02385 | 107-178 | 2Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 45 | 5 | 5 | 45 | 0.53 | 0.39 | |||||||||||
| 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 | ||||||||||||||||||||||
| 86P02379 | 0-15 | A | S | 70 | 30 | 8 | tr | 2 | 9 | 51 | 8 | 9 | 20 | 8 | fsl | 65.1 | 27.4 | 7.5 | 3.7 | |||||||
| 86P02380 | 15-23 | E | S | 74 | 26 | 7 | 1 | 2 | 7 | 55 | 8 | 9 | 18 | 7 | fsl | 69.0 | 24.7 | 6.3 | 4.5 | |||||||
| 86P02381 | 23-51 | Btg1 | S | 75 | 25 | 42 | 1 | 2 | 6 | 57 | 9 | 9 | 17 | 42 | scl | 52.8 | 17.7 | 29.5 | 6.2 | |||||||
| 86P02382 | 51-69 | Btg21 | S | 73 | 27 | 30 | tr | 2 | 7 | 56 | 8 | 9 | 18 | 30 | scl | 56.2 | 20.9 | 22.9 | 6.9 | |||||||
| 86P02383 | 69-89 | Btg22 | S | 71 | 29 | 32 | tr | 1 | 6 | 55 | 9 | 9 | 19 | 32 | scl | 54.1 | 21.7 | 24.2 | 7.0 | |||||||
| 86P02384 | 89-107 | BCg | S | 76 | 24 | 23 | tr | 2 | 6 | 58 | 9 | 8 | 16 | 23 | fsl | 61.8 | 19.3 | 18.9 | 7.1 | |||||||
| 86P02385 | 107-178 | 2Cg | S | 90 | 10 | 10 | 4 | 14 | 17 | 51 | 5 | 3 | 7 | 10 | ls | 81.9 | 8.6 | 9.5 | 6.0 | |||||||