*** Supplementary Characterization Data *** |
Pedon ID: S1992NH011006 | ( Hillsborough, New Hampshire ) | Print Date: Nov 11 2024 9:36PM |
Sampled as on Aug 24, 1992: | Pipestone ; Sandy, mixed Typic Epiaquods |
Revised to correlated on Jul 22, 2013: | Pipestone ; Sandy, mixed, mesic Typic Endoaquods |
United States Department of Agriculture | ||||
SSL | - | Project | CP92NH271 NEW HAMPSHIRE WET SOILS STUDY | Natural Resources Conservation Service |
- | Site ID | S1992NH011006 Lat: 42° 56' 58.00" north Long: 71° 41' 59.99" west MLRA: 144A | National Soil Survey Center | |
- | Pedon No. | 92P0994 | 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 | |||||||||||||||||
92P06244 | 5-19 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 83 | 30 | 7 | 4 | 2 | 95 | 88 | 70 | 39 | 20 | 0.19 | 0.138 | 0.024 | 7.6 | 1.1 | ||
92P06245 | 19-28 | Bs | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 83 | 24 | 4 | 2 | 1 | 96 | 88 | 66 | 32 | 14 | 0.21 | 0.161 | 0.034 | 6.2 | 1.2 | ||
92P06246 | 28-36 | Bc | S | 100 | 100 | 100 | 99 | 99 | 99 | 99 | 99 | 84 | 24 | 5 | 3 | 1 | 97 | 90 | 67 | 32 | 15 | 0.21 | 0.159 | 0.032 | 6.5 | 1.3 | ||
92P06247 | 36-47 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 91 | 24 | 2 | 1 | 1 | 97 | 94 | 82 | 36 | 12 | 0.16 | 0.133 | 0.041 | 3.9 | 1.1 |
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 | |||||||||||||||||||||||||||
92P06242 | 8-0 | Oi | S | -- | 3 | 2 | ||||||||||||||||||||||||
92P06243 | 0-5 | Oa | S | -- | -- | tr | 0.84 | |||||||||||||||||||||||
92P06244 | 5-19 | A | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 1 | -- | -- | 1 | 99 | 1.461 | 1.31 | 1.30 | |||||||||||
92P06245 | 19-28 | Bs | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 2 | -- | 1 | 1 | 98 | 1.461 | 1.37 | 1.36 | |||||||||||
92P06246 | 28-36 | Bc | S | 1 | -- | -- | 1 | 1 | tr | tr | 99 | 1 | 1 | tr | tr | 99 | 1.461 | 1.62 | 1.61 | |||||||||||
92P06247 | 36-47 | C1 | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 2 | -- | 1 | 1 | 98 | 1.461 | |||||||||||||
92P06248 | 47-65 | C2 | S | -- | -- | -- | ||||||||||||||||||||||||
92P06249 | 65-86 | C3 | S | -- | -- | tr |
*** Supplementary Characterization Data *** |
Pedon ID: S1992NH011006 | ( Hillsborough, New Hampshire ) | Print Date: Nov 11 2024 9:36PM |
Sampled As | : | Pipestone | Sandy, mixed Typic Epiaquods | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0994 |
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 | ||||||||||||||||||||||||||||
92P06244 | 5-19 | A | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 44 | 10 | 1 | 45 | 11.17 | 4.61 | |||||||||||
92P06245 | 19-28 | Bs | S | 1 | -- | -- | 1 | -- | 1 | 1 | 99 | 47 | 7 | 45 | 24.67 | |||||||||||||
92P06246 | 28-36 | Bc | S | 1 | -- | -- | 1 | 1 | tr | tr | 99 | 47 | 8 | 45 | 14.78 | |||||||||||||
92P06247 | 36-47 | C1 | S | 1 | -- | -- | 1 | -- | 1 | 1 | 99 | 48 | 6 | 45 | 10.86 | |||||||||||||
92P06249 | 65-86 | C3 | S | 0.73 |
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 | ||||||||||||||||||||||
92P06242 | 8-0 | Oi | S | 3.6 | ||||||||||||||||||||||
92P06243 | 0-5 | Oa | S | 3.4 | ||||||||||||||||||||||
92P06244 | 5-19 | A | S | 1 | 1 | 1 | 81 | 18 | 2 | 4 | 7 | 18 | 31 | 20 | 13 | 6 | 2 | ls | 79.9 | 18.3 | 1.8 | 3.7 | ||||
92P06245 | 19-28 | Bs | S | 2 | 2 | 2 | 84 | 14 | 1 | 2 | 8 | 23 | 35 | 19 | 10 | 3 | 1 | ls | 85.4 | 13.7 | 0.9 | 4.2 | ||||
92P06246 | 28-36 | Bc | S | 1 | 1 | 85 | 14 | 1 | 2 | 7 | 23 | 36 | 18 | 10 | 4 | 1 | ls | 85.0 | 14.1 | 0.9 | 4.4 | |||||
92P06247 | 36-47 | C1 | S | 2 | 2 | 2 | 87 | 11 | 1 | 1 | 3 | 12 | 47 | 24 | 10 | 2 | 1 | fs | 87.7 | 11.6 | 0.7 | 4.7 | ||||
92P06248 | 47-65 | C2 | S | fs | 97.6 | 2.4 | tr | 4.9 | ||||||||||||||||||
92P06249 | 65-86 | C3 | S | lfs | 80.0 | 18.9 | 1.1 | 5.0 |