*** Supplementary Characterization Data *** |
Pedon ID: S1992NH011005 | ( Hillsborough, New Hampshire ) | Print Date: Nov 23 2024 7:31AM |
Sampled as on Aug 24, 1992: | Saugatuck ; Sandy, mixed Typic Epiaquods |
Revised to correlated on Aug 6, 2013: | Saugatuck ; Sandy, mixed, mesic, ortstein Typic Epiaquods |
United States Department of Agriculture | ||||
SSL | - | Project | CP92NH271 NEW HAMPSHIRE WET SOILS STUDY | Natural Resources Conservation Service |
- | Site ID | S1992NH011005 Lat: 42° 56' 19.00" north Long: 71° 44' 13.99" west MLRA: 144A | National Soil Survey Center | |
- | Pedon No. | 92P0993 | 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 | |||||||||||||||||
92P06234 | 3-9 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 72 | 22 | 10 | 6 | 4 | 92 | 79 | 52 | 25 | 17 | 0.30 | 0.230 | 0.017 | 17.9 | 2.7 | ||
92P06237 | 29-46 | Bw | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 94 | 55 | 5 | 1 | 1 | tr | 83 | 62 | 34 | 8 | 2 | 0.47 | 0.369 | 0.109 | 4.3 | 0.9 | ||
92P06238 | 46-80 | 2C | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 94 | 74 | 41 | 20 | 10 | 3 | 87 | 77 | 65 | 46 | 34 | 0.20 | 0.122 | 0.005 | 37.3 | 1.4 | ||
92P06239 | 80-102 | 3C | S | 100 | 99 | 98 | 97 | 96 | 91 | 85 | 74 | 21 | 1 | 1 | tr | tr | 55 | 26 | 6 | 1 | 1 | 1.19 | 0.882 | 0.285 | 4.2 | 0.9 | ||
92P06240 | 9-18 | Bcs1 | S | 100 | 99 | 99 | 98 | 97 | 84 | 70 | 60 | 43 | 9 | 4 | 3 | 1 | 58 | 48 | 27 | 11 | 7 | 2.00 | 0.584 | 0.082 | 24.5 | 0.5 | ||
92P06241 | 18-29 | Bcs2 | S | 100 | 100 | 100 | 100 | 100 | 91 | 82 | 73 | 51 | 7 | 2 | 1 | 1 | 68 | 56 | 33 | 9 | 4 | 0.63 | 0.413 | 0.105 | 5.9 | 0.7 |
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 | 4A1h | |||||||||||||||||||||||||||
92P06232 | 5-0 | Oi | S | -- | -- | -- | ||||||||||||||||||||||||
92P06233 | 0-3 | Oa | S | -- | -- | 2 | ||||||||||||||||||||||||
92P06234 | 3-9 | A | S | 3 | -- | -- | 3 | -- | 1 | 2 | 97 | 3 | -- | 1 | 2 | 97 | 1.471 | 1.08 | 1.06 | |||||||||||
92P06235 | 9-18 | Bcs1 | variable | 1.22 | ||||||||||||||||||||||||||
92P06237 | 29-46 | Bw | S | 6 | -- | -- | 6 | -- | 1 | 5 | 94 | 6 | -- | 1 | 5 | 94 | 1.491 | |||||||||||||
92P06238 | 46-80 | 2C | S | 6 | -- | -- | 6 | -- | 1 | 5 | 94 | 6 | -- | 1 | 5 | 94 | 1.491 | 1.65 | 1.61 | |||||||||||
92P06239 | 80-102 | 3C | S | 26 | -- | -- | 26 | 4 | 11 | 11 | 74 | 26 | 4 | 11 | 11 | 74 | 1.651 | |||||||||||||
92P06240 | 9-18 | Bcs1 | S | 40 | -- | -- | 40 | 3 | 27 | 10 | 60 | 40 | 3 | 27 | 10 | 60 | 1.771 | |||||||||||||
92P06241 | 18-29 | Bcs2 | S | 27 | -- | -- | 27 | -- | 18 | 9 | 73 | 27 | -- | 18 | 9 | 73 | 1.641 |
*** Supplementary Characterization Data *** |
Pedon ID: S1992NH011005 | ( Hillsborough, New Hampshire ) | Print Date: Nov 23 2024 7:31AM |
Sampled As | : | Saugatuck | Sandy, mixed Typic Epiaquods | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0993 |
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---) | |||||||||||||||
8D1 | ||||||||||||||||||||||||||||
92P06234 | 3-9 | A | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 44 | 7 | 2 | 45 | 8.84 | 2.55 | |||||||||||
92P06235 | 9-18 | Bcs1 | S | 2.13 | ||||||||||||||||||||||||
92P06236 | 18-29 | Bcs2 | S | 1.19 | ||||||||||||||||||||||||
92P06237 | 29-46 | Bw | S | 3 | -- | -- | 3 | -- | 1 | 3 | 97 | 52 | 1 | 44 | 8.25 | |||||||||||||
92P06238 | 46-80 | 2C | S | 3 | -- | -- | 3 | -- | 1 | 3 | 97 | 34 | 18 | 1 | 44 | 1.07 | 0.57 | |||||||||||
92P06239 | 80-102 | 3C | S | 16 | -- | -- | 16 | 3 | 7 | 7 | 84 | 45 | 38 | 4.50 | ||||||||||||||
92P06240 | 9-18 | Bcs1 | S | 27 | -- | -- | 27 | 2 | 18 | 7 | 73 | 35 | 4 | 1 | 33 | 9.13 | 3.22 | |||||||||||
92P06241 | 18-29 | Bcs2 | S | 17 | -- | -- | 17 | -- | 11 | 6 | 83 | 43 | 2 | 1 | 38 | 7.14 | 1.93 |
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 | 4C1a2a | ||||||||||||||||||||||
92P06232 | 5-0 | Oi | S | 3.3 | ||||||||||||||||||||||
92P06233 | 0-3 | Oa | S | 3.4 | ||||||||||||||||||||||
92P06234 | 3-9 | A | S | 3 | 3 | 3 | 83 | 14 | 4 | 6 | 14 | 28 | 29 | 9 | 7 | 7 | 4 | ls | 82.5 | 13.7 | 3.8 | 4.1 | ||||
92P06235 | 9-18 | Bcs1 | GP | s | 87.9 | 8.9 | 3.2 | 4.6 | ||||||||||||||||||
92P06236 | 18-29 | Bcs2 | GP | s | 92.8 | 4.5 | 2.7 | 4.9 | ||||||||||||||||||
92P06237 | 29-46 | Bw | S | 6 | 6 | 6 | 92 | 2 | tr | 12 | 22 | 30 | 28 | 6 | 1 | 1 | tr | cos | 97.5 | 2.1 | 0.4 | 4.9 | ||||
92P06238 | 46-80 | 2C | S | 6 | 6 | 6 | 62 | 32 | 3 | 8 | 11 | 13 | 21 | 13 | 15 | 19 | 3 | sl | 63.8 | 33.4 | 2.8 | 4.9 | ||||
92P06239 | 80-102 | 3C | S | 26 | 26 | 22 | 73 | 1 | tr | 25 | 40 | 26 | 7 | 1 | tr | 1 | tr | cos | 98.8 | 1.0 | 0.2 | 5.0 | ||||
92P06240 | 9-18 | Bcs1 | S | 41 | 41 | 38 | 53 | 6 | 1 | 4 | 17 | 35 | 28 | 6 | 5 | 5 | 2 | s | 87.8 | 9.9 | 2.3 | 4.6 | ||||
92P06241 | 18-29 | Bcs2 | S | 27 | 27 | 27 | 70 | 3 | 1 | 8 | 16 | 32 | 34 | 6 | 3 | 1 | 1 | s | 94.6 | 4.0 | 1.4 | 4.8 |