| *** Supplementary Characterization Data *** |
| Pedon ID: S1957NH013004 | ( Merrimack, New Hampshire ) | Print Date: Nov 23 2024 7:13AM |
| Sampled as on Jul 29, 1957: | Uradilla |
| Revised to correlated on Aug 7, 2013: | Enfield ; Coarse-silty, mixed, active, mesic Typic Dystrudepts |
| United States Department of Agriculture | ||||
| SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
| - | Site ID | S1957NH013004 Lat: 43° 2' 40.00" north Long: 71° 26' 59.99" west MLRA: 144A | Beltsville Soil Survey Laboratory | |
| - | Pedon No. | 40A0473 | 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 | |||||||||||||||||
| 40A03533 | 0-20 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 73 | 12 | 6 | 2 | 100 | 99 | 98 | 87 | 48 | 0.06 | 0.052 | 0.012 | 5.2 | 1.3 | ||
| 40A03534 | 20-36 | B1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 82 | 15 | 7 | 1 | 100 | 100 | 99 | 94 | 60 | 0.05 | 0.041 | 0.009 | 5.8 | 1.7 | ||
| 40A03535 | 36-51 | B2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 82 | 12 | 5 | 1 | 100 | 100 | 100 | 94 | 57 | 0.05 | 0.044 | 0.013 | 4.0 | 1.2 | ||
| 40A03536 | 51-76 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 76 | 10 | 4 | 1 | 100 | 100 | 100 | 91 | 48 | 0.06 | 0.052 | 0.020 | 3.0 | 0.9 | ||
| 40A03537 | 76-119 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 75 | 7 | 3 | 1 | 100 | 100 | 100 | 92 | 41 | 0.06 | 0.056 | 0.022 | 3.0 | 1.0 | ||
| 40A03538 | 119-190 | Cg1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 35 | 1 | 1 | tr | 100 | 100 | 99 | 53 | 9 | 0.12 | 0.096 | 0.051 | 2.3 | 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 | ||||||||||||||||||||||||||||
| 40A03533 | 0-20 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.90 | 1.903 | 1.91 | 1.901 | 0.83 | 0.83 | |||||||
| 40A03534 | 20-36 | B1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.89 | 1.903 | 1.89 | 1.901 | 0.83 | 0.83 | |||||||
| 40A03535 | 36-51 | B2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.90 | 1.903 | 1.89 | 1.901 | 0.83 | 0.83 | |||||||
| 40A03536 | 51-76 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.81 | 1.903 | 1.81 | 1.901 | 0.83 | 0.83 | |||||||
| 40A03537 | 76-119 | C2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.70 | 1.903 | 1.70 | 1.901 | 0.83 | 0.83 | |||||||
| 40A03538 | 119-190 | Cg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.54 | 1.903 | 1.54 | 1.901 | 0.83 | 0.83 | |||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S1957NH013004 | ( Merrimack, New Hampshire ) | Print Date: Nov 23 2024 7:13AM |
| Sampled As | : | Uradilla | |||
| USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A0473 | |||
| 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---) | |||||||||||||||
| 40A03533 | 0-20 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | 29 | 25 | 1 | 45 | 15 | 8.60 | 3.00 | 0.37 | |||||||||
| 40A03534 | 20-36 | B1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 22 | 32 | 1 | 2 | 43 | 12 | 7.00 | 3.80 | 0.39 | ||||||||
| 40A03535 | 36-51 | B2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 24 | 31 | 45 | 13 | 8.14 | 0.40 | |||||||||||
| 40A03536 | 51-76 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 28 | 26 | 9 | 36 | 5.71 | 0.33 | |||||||||||
| 40A03537 | 76-119 | C2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 32 | 22 | 20 | 25 | 4.14 | 0.22 | |||||||||||
| 40A03538 | 119-190 | Cg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 50 | 5 | 36 | 9 | 2.25 | 0.08 | |||||||||||
| 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 | |||||||||||||||||||||||
| 40A03533 | 0-20 | Ap | S | 53 | 47 | 2 | tr | 1 | 1 | 11 | 40 | 36 | 11 | 2 | vfsl | 52.2 | 45.8 | 2.0 | ||||||||
| 40A03534 | 20-36 | B1 | S | 41 | 59 | 1 | tr | tr | tr | 5 | 34 | 45 | 14 | 1 | sil | 40.1 | 58.9 | 1.0 | ||||||||
| 40A03535 | 36-51 | B2 | S | 44 | 56 | 1 | tr | tr | 5 | 38 | 45 | 11 | 1 | sil | 43.4 | 55.9 | 0.7 | |||||||||
| 40A03536 | 51-76 | C1 | S | 52 | 48 | 1 | tr | tr | 9 | 43 | 38 | 9 | 1 | vfsl | 52.1 | 47.2 | 0.7 | |||||||||
| 40A03537 | 76-119 | C2 | S | 59 | 41 | 1 | tr | tr | tr | 7 | 52 | 34 | 6 | 1 | vfsl | 59.0 | 40.3 | 0.7 | ||||||||
| 40A03538 | 119-190 | Cg1 | S | 92 | 8 | tr | tr | 1 | 46 | 44 | 8 | 1 | tr | fs | 91.2 | 8.4 | 0.4 | |||||||||