| *** Supplementary Characterization Data *** |
| Pedon ID: ME-06-08-019-21 | ( Penobscot, Maine ) | Print Date: May 20 2024 12:13PM |
| Sampled as on Jun 3, 2014: | Swanville ; Fine-silty, mixed, semiactive, nonacid, frigid Aeric Epiaquepts |
| Revised to correlated on Apr 6, 2016: | Swanville ; Fine-silty, mixed, semiactive, nonacid, frigid Aeric Epiaquepts |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2006USME139 Southern Penobscot County | Natural Resources Conservation Service |
| - | Site ID | ME-06-08-019-21 Lat: 44° 50' 48.29" north Long: 69° 0' 15.49" west MLRA: 144B | National Soil Survey Center | |
| - | Pedon No. | 06N1086 | 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 | |||||||||||||||||
| 06N04659 | 0-13 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 94 | 74 | 42 | 22 | 99 | 98 | 96 | 95 | 93 | 0.01 | 0.007 | 0.001 | 18.7 | 1.3 | ||
| 06N04660 | 13-20 | Bw | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 94 | 72 | 40 | 19 | 100 | 99 | 97 | 95 | 93 | 0.01 | 0.008 | 0.001 | 17.8 | 1.3 | ||
| 06N04661 | 20-64 | Bg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 88 | 54 | 31 | 100 | 100 | 100 | 99 | 98 | 0.01 | 0.004 | tr | 15.4 | 1.2 | ||
| 06N04662 | 64-117 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 87 | 52 | 29 | 100 | 100 | 100 | 100 | 99 | 0.01 | 0.005 | tr | 15.4 | 1.4 | ||
| 06N04663 | 117-165 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 86 | 53 | 30 | 100 | 100 | 100 | 100 | 99 | 0.01 | 0.004 | tr | 15.9 | 1.3 | ||
| 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 | |||||||||||||||||||||||||||||
| 06N04659 | 0-13 | Ap | S | 1 | 1 | -- | tr | tr | 99 | 1 | -- | tr | tr | 99 | 1.27 | 1.32 | 1.66 | 1.79 | 1.26 | 1.28 | 1.31 | 1.65 | 1.78 | 1.09 | 1.10 | |||||
| 06N04660 | 13-20 | Bw | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.59 | 1.61 | 1.94 | 1.99 | 1.59 | 1.60 | 1.61 | 1.94 | 1.99 | 0.67 | 0.67 | |||||
| 06N04661 | 20-64 | Bg | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.71 | 1.74 | 2.03 | 2.06 | 1.71 | 1.71 | 1.74 | 2.03 | 2.06 | 0.55 | 0.55 | |||||
| 06N04662 | 64-117 | C1 | S | tr | tr | -- | tr | -- | 100 | tr | -- | tr | -- | 100 | 1.44 | 1.50 | 1.83 | 1.90 | 1.44 | 1.46 | 1.50 | 1.82 | 1.90 | 0.84 | 0.84 | |||||
| 06N04663 | 117-165 | C2 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.42 | 1.48 | 1.83 | 1.88 | 1.42 | 1.44 | 1.48 | 1.84 | 1.88 | 0.87 | 0.87 | |||||
| *** Supplementary Characterization Data *** |
| Pedon ID: ME-06-08-019-21 | ( Penobscot, Maine ) | Print Date: May 20 2024 12:13PM |
| Sampled As | : | Swanville | Fine-silty, mixed, semiactive, nonacid, frigid Aeric Epiaquepts | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 06N1086 | |||
| 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---) | |||||||||||||||
| 06N04659 | 0-13 | Ap | S | tr | -- | -- | tr | -- | tr | tr | 100 | 3 | 34 | 10 | 13 | 39 | 9 | 0.92 | 0.84 | 0.060 | 0.5 | 1.3 | 0.5 | 1.3 | 0.16 | 0.16 | ||
| 06N04660 | 13-20 | Bw | S | tr | -- | -- | tr | -- | -- | tr | 100 | 4 | 44 | 11 | 5 | 35 | 9 | 0.79 | 0.021 | 0.2 | 0.4 | 0.2 | 0.4 | 0.11 | 0.11 | |||
| 06N04661 | 20-64 | Bg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 43 | 20 | 3 | 32 | 2 | 0.54 | 0.019 | -- | 0.6 | -- | 0.6 | 0.03 | 0.03 | |||
| 06N04662 | 64-117 | C1 | S | tr | -- | -- | tr | -- | tr | -- | 100 | 1 | 38 | 16 | 7 | 39 | 3 | 0.55 | 0.63 | 0.048 | 0.5 | 1.4 | 0.5 | 1.4 | 0.12 | 0.12 | ||
| 06N04663 | 117-165 | C2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 37 | 16 | 5 | 41 | 2 | 0.45 | 0.63 | 0.046 | 0.5 | 1.4 | 0.5 | 1.4 | 0.14 | 0.14 | ||
| 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 | |||||||||||||||||||||||||
| 06N04659 | 0-13 | Ap | S | 1 | 1 | -- | 9 | 90 | 27 | 1 | 2 | 2 | 2 | 3 | 24 | 67 | 28 | sil | 7.3 | 71.1 | 21.6 | 4.5 | ||||
| 06N04660 | 13-20 | Bw | S | -- | -- | -- | 9 | 91 | 23 | tr | 1 | 2 | 2 | 3 | 26 | 65 | 23 | sil | 6.9 | 74.1 | 19.0 | 4.7 | ||||
| 06N04661 | 20-64 | Bg | S | -- | -- | -- | 3 | 97 | 46 | -- | tr | 1 | 1 | 1 | 15 | 82 | 46 | sicl | 2.2 | 66.4 | 31.4 | 5.0 | ||||
| 06N04662 | 64-117 | C1 | S | -- | -- | -- | 1 | 98 | 41 | -- | -- | tr | 1 | 1 | 16 | 82 | 41 | sicl | 1.0 | 69.7 | 29.3 | 5.7 | ||||
| 06N04663 | 117-165 | C2 | S | -- | -- | -- | 1 | 99 | 44 | -- | -- | tr | 1 | 1 | 18 | 80 | 44 | sicl | 1.0 | 68.6 | 30.4 | 6.1 | ||||