*** Supplementary Characterization Data *** |
Pedon ID: S1961NY073006 | ( Orleans, New York ) | Print Date: Dec 11 2024 5:05PM |
Sampled as on Oct 10, 1961: | Hilton |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
- | Site ID | S1961NY073006 Lat: 43° 18' 29.00" north Long: 78° 11' 25.00" west | Beltsville Soil Survey Laboratory | |
- | Pedon No. | 40A0271 | Soil Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Beltsville, Maryland |
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 | |||||||||||||||||
40A01988 | 0-20 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 90 | 53 | 23 | 16 | 12 | 98 | 93 | 82 | 62 | 40 | 0.09 | 0.069 | 0.001 | 64.7 | 6.4 | ||
40A01989 | 20-28 | E1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 86 | 45 | 18 | 12 | 9 | 95 | 89 | 77 | 54 | 33 | 0.13 | 0.087 | 0.003 | 47.5 | 5.2 | ||
40A01990 | 28-38 | E2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 88 | 53 | 22 | 15 | 11 | 96 | 90 | 81 | 61 | 40 | 0.10 | 0.069 | 0.002 | 55.6 | 5.4 | ||
40A01991 | 38-51 | B | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 86 | 42 | 15 | 10 | 7 | 97 | 89 | 76 | 51 | 29 | 0.14 | 0.097 | 0.005 | 30.7 | 4.2 | ||
40A01992 | 51-69 | 2Bt | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 93 | 68 | 37 | 27 | 21 | 98 | 94 | 88 | 75 | 56 | 0.06 | 0.038 | 0.001 | 97.4 | 1.6 | ||
40A01993 | 69-84 | 2C | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 87 | 61 | 21 | 11 | 5 | 95 | 88 | 83 | 70 | 46 | 0.08 | 0.057 | 0.004 | 18.6 | 2.6 |
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 | 4A1e | 4A1h | ||||||||||||||||||||||||||
40A01988 | 0-20 | Ap | S | 17 | -- | 17 | -- | -- | -- | -- | 83 | -- | -- | -- | -- | 100 | 1.60 | 1.64 | 1.86 | 2.00 | 1.48 | 1.52 | 1.76 | 1.92 | 0.66 | 0.79 | ||||
40A01989 | 20-28 | E1 | S | 16 | -- | 16 | -- | -- | -- | -- | 84 | -- | -- | -- | -- | 100 | 1.65 | 1.69 | 1.90 | 2.03 | 1.54 | 1.58 | 1.81 | 1.96 | 0.61 | 0.72 | ||||
40A01990 | 28-38 | E2 | S | 16 | -- | 16 | -- | -- | -- | -- | 84 | -- | -- | -- | -- | 100 | 1.70 | 1.69 | 1.90 | 2.06 | 1.59 | 1.58 | 1.82 | 1.99 | 0.56 | 0.67 | ||||
40A01991 | 38-51 | B | S | 28 | -- | 28 | -- | -- | -- | -- | 72 | -- | -- | -- | -- | 100 | 1.91 | 1.93 | 2.06 | 2.19 | 1.72 | 1.74 | 1.91 | 2.07 | 0.39 | 0.54 | ||||
40A01992 | 51-69 | 2Bt | S | 22 | -- | 22 | -- | -- | -- | -- | 78 | -- | -- | -- | -- | 100 | 1.77 | 1.87 | 2.00 | 2.10 | 1.61 | 1.72 | 1.88 | 2.00 | 0.50 | 0.65 | ||||
40A01993 | 69-84 | 2C | S | 14 | -- | 14 | -- | -- | -- | -- | 86 | -- | -- | -- | -- | 100 | 1.96 | 1.98 | 2.14 | 2.22 | 1.88 | 1.90 | 2.08 | 2.17 | 0.35 | 0.41 |
*** Supplementary Characterization Data *** |
Pedon ID: S1961NY073006 | ( Orleans, New York ) | Print Date: Dec 11 2024 5:05PM |
Sampled As | : | Hilton | |||
USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A0271 |
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---) | |||||||||||||||
40A01988 | 0-20 | Ap | S | 10 | -- | 10 | -- | -- | -- | -- | 90 | 31 | 14 | 6 | 14 | 26 | 13 | 1.16 | 0.53 | 0.17 | 0.19 | |||||||
40A01989 | 20-28 | E1 | S | 10 | -- | 10 | -- | -- | -- | -- | 90 | 35 | 13 | 5 | 13 | 25 | 13 | 0.92 | 0.52 | 0.18 | 0.20 | |||||||
40A01990 | 28-38 | E2 | S | 10 | -- | 10 | -- | -- | -- | -- | 90 | 32 | 16 | 6 | 16 | 20 | 0.39 | 0.29 | 0.16 | 0.18 | ||||||||
40A01991 | 38-51 | B | S | 20 | -- | 20 | -- | -- | -- | -- | 80 | 36 | 11 | 4 | 13 | 15 | 0.79 | 0.58 | 0.10 | 0.12 | ||||||||
40A01992 | 51-69 | 2Bt | S | 15 | -- | 15 | -- | -- | -- | -- | 85 | 23 | 18 | 11 | 10 | 23 | 0.65 | 0.41 | 0.11 | 0.13 | ||||||||
40A01993 | 69-84 | 2C | S | 10 | -- | 10 | -- | -- | -- | -- | 90 | 35 | 26 | 3 | 8 | 18 | 0.44 | 0.14 | 0.16 |
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 | |||||||||||||||||||||||
40A01988 | 0-20 | Ap | S | 19 | 55 | 26 | 11 | 2 | 6 | 12 | 23 | 25 | 19 | 12 | 13 | fsl | 60.2 | 28.2 | 11.6 | |||||||
40A01989 | 20-28 | E1 | S | 17 | 61 | 22 | 8 | 5 | 8 | 13 | 25 | 23 | 17 | 10 | 10 | fsl | 67.0 | 24.1 | 8.9 | |||||||
40A01990 | 28-38 | E2 | S | 18 | 56 | 27 | 10 | 4 | 7 | 11 | 22 | 24 | 20 | 13 | 12 | fsl | 60.2 | 29.1 | 10.7 | |||||||
40A01991 | 38-51 | B | S | 30 | 54 | 17 | 5 | 3 | 8 | 14 | 27 | 23 | 15 | 9 | 8 | fsl | 70.7 | 22.1 | 7.2 | |||||||
40A01992 | 51-69 | 2Bt | S | 26 | 41 | 33 | 20 | 2 | 5 | 8 | 17 | 24 | 24 | 20 | 27 | l | 44.1 | 34.8 | 21.1 | |||||||
40A01993 | 69-84 | 2C | S | 15 | 49 | 36 | 5 | 6 | 6 | 6 | 14 | 25 | 26 | 16 | 5 | fsl | 54.3 | 40.5 | 5.2 |