| *** Supplementary Characterization Data *** |
| Pedon ID: S2006SC061003 | ( Lee, South Carolina ) | Print Date: Mar 2 2025 8:49AM |
| Sampled as on May 14, 2006: | Ailey ; Loamy, kaolinitic, thermic Arenic Kanhapludult |
| Revised to correlated: | Ailey ; Loamy, kaolinitic, thermic Arenic Kanhapludults |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2006USSC099 Dense Soil Properties Study - Lee & Sumter Co.s | Natural Resources Conservation Service |
| - | Site ID | Boyce Lat: 34° 17' 43.00" north Long: 80° 18' 44.01" west MLRA: 133A | National Soil Survey Center | |
| - | Pedon No. | 06N0832 | Kellogg 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 | |||||||||||||||||
| 06N03484 | 0-16 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 29 | 12 | 8 | 4 | 2 | 87 | 32 | 19 | 13 | 11 | 0.71 | 0.625 | 0.040 | 17.7 | 6.9 | ||
| 06N03485 | 16-50 | E1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 32 | 12 | 7 | 4 | 2 | 86 | 35 | 22 | 13 | 10 | 0.70 | 0.612 | 0.052 | 13.5 | 4.1 | ||
| 06N03486 | 50-83 | E2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 96 | 23 | 8 | 5 | 3 | 1 | 83 | 26 | 15 | 9 | 7 | 0.75 | 0.669 | 0.115 | 6.5 | 3.2 | ||
| 06N03487 | 83-100 | BE | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 33 | 24 | 23 | 16 | 12 | 81 | 34 | 29 | 25 | 24 | 0.73 | 0.630 | 0.001 | >100 | 84.4 | ||
| 06N03488 | 100-123 | Bt | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 71 | 34 | 29 | 25 | 23 | 98 | 80 | 44 | 37 | 31 | 0.34 | 0.281 | 0.001 | >100 | 6.4 | ||
| 06N03489 | 123-150 | Btx | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 58 | 29 | 24 | 22 | 20 | 97 | 65 | 37 | 31 | 26 | 0.44 | 0.343 | 0.001 | >100 | 26.7 | ||
| 06N03490 | 150-200 | BC | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 63 | 29 | 23 | 20 | 18 | 98 | 72 | 37 | 32 | 26 | 0.39 | 0.322 | 0.001 | >100 | 21.1 | ||
| 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 | ||||||||||||||||
| DbWR1 | DbWR1 | |||||||||||||||||||||||||||||
| 06N03484 | 0-16 | Ap | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.59 | 1.60 | 1.69 | 1.99 | 1.59 | 1.60 | 1.60 | 1.68 | 1.99 | 0.67 | 0.67 | |||||
| 06N03485 | 16-50 | E1 | S | 3 | 3 | -- | 1 | 2 | 97 | 3 | -- | 1 | 2 | 97 | 1.471 | 1.923 | ||||||||||||||
| 06N03486 | 50-83 | E2 | S | 4 | 4 | tr | 1 | 3 | 96 | 4 | tr | 1 | 3 | 96 | 1.481 | 1.923 | ||||||||||||||
| 06N03487 | 83-100 | BE | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.90 | 1.90 | 2.09 | 2.18 | 1.90 | 1.90 | 1.90 | 2.08 | 2.18 | 0.39 | 0.39 | |||||
| 06N03488 | 100-123 | Bt | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.70 | 1.73 | 1.90 | 2.06 | 1.70 | 1.71 | 1.73 | 1.90 | 2.06 | 0.56 | 0.56 | |||||
| 06N03489 | 123-150 | Btx | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.72 | 1.74 | 1.93 | 2.07 | 1.72 | 1.73 | 1.74 | 1.93 | 2.07 | 0.54 | 0.54 | |||||
| 06N03490 | 150-200 | BC | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.67 | 1.68 | 1.82 | 2.04 | 1.67 | 1.67 | 1.68 | 1.81 | 2.04 | 0.59 | 0.59 | |||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2006SC061003 | ( Lee, South Carolina ) | Print Date: Mar 2 2025 8:49AM |
| Sampled As | : | Ailey | Loamy, kaolinitic, thermic Arenic Kanhapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 06N0832 | |||
| 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---) | |||||||||||||||
| 06N03484 | 0-16 | Ap | S | tr | -- | -- | tr | -- | -- | tr | 100 | 53 | 5 | 1 | 30 | 10 | 41 | 1.00 | 4.35 | 1.18 | 0.118 | 0.2 | 0.2 | 0.2 | 0.2 | 0.06 | 0.06 | |
| 06N03485 | 16-50 | E1 | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 48 | 4 | 1 | 0.80 | 0.50 | 0.25 | |||||||||||
| 06N03486 | 50-83 | E2 | S | 2 | -- | -- | 2 | tr | 1 | 2 | 98 | 49 | 3 | 1 | 1.50 | 0.21 | 0.29 | |||||||||||
| 06N03487 | 83-100 | BE | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 8 | 9 | 9 | 19 | 10 | 0.28 | 0.17 | 0.18 | -- | -- | -- | -- | -- | 0.14 | 0.14 | |
| 06N03488 | 100-123 | Bt | S | -- | -- | -- | -- | -- | -- | -- | 100 | 44 | 5 | 15 | 16 | 20 | 0.38 | 0.13 | 0.39 | 0.026 | 0.2 | 0.6 | 0.2 | 0.6 | 0.04 | 0.04 | ||
| 06N03489 | 123-150 | Btx | S | -- | -- | -- | -- | -- | -- | -- | 100 | 48 | 4 | 13 | 14 | 21 | 1 | 0.40 | 0.15 | 0.41 | 0.020 | 0.2 | 0.4 | 0.2 | 0.4 | 0.06 | 0.06 | |
| 06N03490 | 150-200 | BC | S | -- | -- | -- | -- | -- | -- | -- | 100 | 47 | 5 | 11 | 22 | 15 | 0.47 | 0.19 | 0.45 | 0.011 | -- | 0.2 | -- | 0.2 | 0.01 | 0.01 | ||
| 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 | 4C1a2a | |||||||||||||||||||||||||
| 06N03484 | 0-16 | Ap | S | -- | -- | -- | 90 | 9 | 2 | 13 | 56 | 13 | 6 | 2 | 3 | 6 | 2 | cos | 89.2 | 9.1 | 1.7 | 4.1 | ||||
| 06N03485 | 16-50 | E1 | S | 3 | 3 | 3 | 89 | 8 | 2 | 11 | 54 | 14 | 9 | 4 | 3 | 5 | 2 | cos | 89.9 | 8.1 | 2.0 | 4.7 | ||||
| 06N03486 | 50-83 | E2 | S | 4 | 4 | 4 | 90 | 6 | 1 | 13 | 61 | 12 | 6 | 2 | 3 | 3 | 1 | cos | 92.7 | 5.9 | 1.4 | 4.8 | ||||
| 06N03487 | 83-100 | BE | S | -- | -- | -- | 87 | 13 | 14 | 21 | 53 | 6 | 5 | 1 | 1 | 12 | 14 | cosl | 76.5 | 11.5 | 12.0 | 4.4 | ||||
| 06N03488 | 100-123 | Bt | S | -- | -- | -- | 90 | 10 | 30 | 3 | 23 | 47 | 9 | 8 | 3 | 7 | 30 | scl | 69.1 | 7.6 | 23.3 | 4.4 | ||||
| 06N03489 | 123-150 | Btx | S | -- | -- | -- | 92 | 8 | 25 | 4 | 40 | 36 | 8 | 6 | 3 | 5 | 25 | scl | 73.7 | 6.0 | 20.3 | 4.4 | ||||
| 06N03490 | 150-200 | BC | S | -- | -- | -- | 90 | 10 | 21 | 2 | 32 | 42 | 6 | 8 | 4 | 6 | 22 | cosl | 74.3 | 8.0 | 17.7 | 4.4 | ||||