*** Supplementary Characterization Data *** |
Pedon ID: S1959MA005001 | ( Bristol, Massachusetts ) | Print Date: Nov 21 2024 12:12PM |
Sampled as on Aug 24, 1959: | Deerfield |
Revised to correlated on Nov 13, 2012: | Deerfield ; Mixed, mesic Aquic Udipsamments |
United States Department of Agriculture | ||||
SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
- | Site ID | S1959MA005001 Lat: 41° 57' 49.91" north Long: 71° 7' 38.07" west MLRA: 144A | Beltsville Soil Survey Laboratory | |
- | Pedon No. | 40A0428 | 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 | |||||||||||||||||
40A03207 | 0-28 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 72 | 23 | 13 | 8 | 4 | 97 | 79 | 53 | 27 | 19 | 0.30 | 0.227 | 0.009 | 33.3 | 4.5 | ||
40A03208 | 28-53 | Bw1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 66 | 15 | 8 | 5 | 2 | 98 | 76 | 39 | 18 | 12 | 0.37 | 0.310 | 0.029 | 12.8 | 2.7 | ||
40A03209 | 53-66 | Bw2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 72 | 4 | 3 | 2 | 1 | 99 | 84 | 35 | 5 | 3 | 0.35 | 0.308 | 0.115 | 3.1 | 1.1 | ||
40A03210 | 66-94 | Bg1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 73 | 2 | 1 | 1 | 1 | 100 | 87 | 33 | 2 | 1 | 0.36 | 0.312 | 0.126 | 2.8 | 1.2 | ||
40A03211 | 66-94 | Bs | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 75 | 4 | 2 | 2 | 1 | 97 | 85 | 46 | 5 | 3 | 0.32 | 0.267 | 0.112 | 2.8 | 0.9 | ||
40A03212 | 94-119 | Bg2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 66 | 2 | 1 | 1 | tr | 99 | 78 | 30 | 2 | 1 | 0.38 | 0.333 | 0.130 | 3.0 | 1.3 | ||
40A03213 | 119-152 | Cg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 2 | 1 | tr | tr | 100 | 92 | 50 | 3 | 1 | 0.30 | 0.252 | 0.116 | 2.6 | 0.8 |
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 | ||||||||||||||||||||||||||||
40A03207 | 0-28 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
40A03208 | 28-53 | Bw1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
40A03209 | 53-66 | Bw2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
40A03210 | 66-94 | Bg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
40A03211 | 66-94 | Bs | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
40A03212 | 94-119 | Bg2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | |||||||||||||
40A03213 | 119-152 | Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 |
*** Supplementary Characterization Data *** |
Pedon ID: S1959MA005001 | ( Bristol, Massachusetts ) | Print Date: Nov 21 2024 12:12PM |
Sampled As | : | Deerfield | |||
USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A0428 |
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---) | |||||||||||||||
40A03207 | 0-28 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | 44 | 8 | 2 | 45 | 10 | 4.30 | 1.73 | ||||||||||
40A03208 | 28-53 | Bw1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 48 | 6 | 1 | 45 | 2.30 | 1.30 | |||||||||||
40A03209 | 53-66 | Bw2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 53 | 1 | 1 | 45 | 2.60 | 1.30 | |||||||||||
40A03210 | 66-94 | Bg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 45 | 2.71 | ||||||||||||||
40A03211 | 66-94 | Bs | S | -- | -- | -- | -- | -- | -- | -- | 100 | 53 | 1 | 1 | 45 | 2.50 | 1.08 | |||||||||||
40A03212 | 94-119 | Bg2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 45 | 4.00 | ||||||||||||||
40A03213 | 119-152 | Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 54 | 45 | 4.33 |
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 | |||||||||||||||||||||||
40A03207 | 0-28 | Ap | S | 85 | 15 | 5 | 3 | 19 | 27 | 27 | 9 | 6 | 9 | 5 | ls | 81.3 | 14.3 | 4.4 | ||||||||
40A03208 | 28-53 | Bw1 | S | 90 | 10 | 2 | 2 | 23 | 38 | 22 | 5 | 4 | 6 | 2 | s | 87.6 | 10.1 | 2.3 | ||||||||
40A03209 | 53-66 | Bw2 | S | 98 | 2 | 1 | 1 | 15 | 50 | 30 | 2 | 1 | 2 | 1 | s | 96.8 | 2.2 | 1.0 | ||||||||
40A03210 | 66-94 | Bg1 | S | 99 | 1 | 1 | tr | 13 | 54 | 31 | 1 | 1 | 1 | s | 98.7 | 0.6 | 0.7 | |||||||||
40A03211 | 66-94 | Bs | S | 99 | 1 | 1 | 3 | 12 | 39 | 42 | 2 | tr | 1 | 1 | s | 97.4 | 1.4 | 1.2 | ||||||||
40A03212 | 94-119 | Bg2 | S | 99 | 1 | tr | 1 | 21 | 49 | 28 | 1 | tr | tr | tr | s | 99.0 | 0.6 | 0.4 | ||||||||
40A03213 | 119-152 | Cg | S | 100 | tr | tr | tr | 8 | 42 | 47 | 2 | tr | tr | tr | s | 99.5 | 0.2 | 0.3 |