*** Supplementary Characterization Data *** |
Pedon ID: S1992NH011002 | ( Hillsborough, New Hampshire ) | Print Date: Nov 26 2024 11:19PM |
Sampled as on Aug 22, 1992: | Pipestone-like ; 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 | S1992NH011002 Lat: 42° 51' 6.00" north Long: 71° 35' 32.01" west MLRA: 144A | National Soil Survey Center | |
- | Pedon No. | 92P0990 | 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 | |||||||||||||||||
92P06204 | 4-9 | E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 79 | 35 | 16 | 8 | 3 | 97 | 85 | 59 | 38 | 31 | 0.26 | 0.170 | 0.007 | 36.5 | 1.3 | ||
92P06206 | 22-30 | Bs2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 96 | 76 | 30 | 13 | 6 | 2 | 92 | 82 | 59 | 34 | 25 | 0.26 | 0.178 | 0.011 | 22.8 | 1.8 | ||
92P06208 | 37-45 | Bsm1 | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 89 | 46 | 8 | 5 | 2 | tr | 75 | 52 | 26 | 9 | 7 | 0.63 | 0.473 | 0.105 | 6.0 | 1.2 | ||
92P06209 | 45-62 | Bsm2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 93 | 48 | 5 | 3 | 2 | tr | 81 | 56 | 23 | 6 | 4 | 0.56 | 0.443 | 0.126 | 4.5 | 1.2 | ||
92P06211 | 30-37 | By | S | 100 | 100 | 100 | 100 | 100 | 87 | 73 | 56 | 44 | 12 | 5 | 2 | 1 | 54 | 48 | 31 | 15 | 10 | 2.45 | 0.632 | 0.052 | 46.8 | 0.4 |
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 | 4A1d | 4A1h | ||||||||||||||||||||||||||
92P06202 | 3-0 | Oi | S | -- | -- | -- | ||||||||||||||||||||||||
92P06203 | 0-4 | Oa | S | -- | -- | -- | ||||||||||||||||||||||||
92P06204 | 4-9 | E | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 1 | -- | -- | 1 | 99 | 1.461 | 1.09 | 1.08 | |||||||||||
92P06205 | 9-22 | Bs1 | S | -- | -- | -- | 0.73 | |||||||||||||||||||||||
92P06206 | 22-30 | Bs2 | S | 4 | -- | -- | 4 | -- | 1 | 3 | 96 | 4 | -- | 1 | 3 | 96 | 1.481 | 0.87 | 0.85 | |||||||||||
92P06207 | 30-37 | By | variable | 0.92 | 1.00 | |||||||||||||||||||||||||
92P06208 | 37-45 | Bsm1 | S | 11 | -- | -- | 11 | -- | 2 | 9 | 89 | 11 | -- | 2 | 9 | 89 | 1.531 | 1.45 | 1.37 | |||||||||||
92P06209 | 45-62 | Bsm2 | S | 7 | -- | -- | 7 | -- | 1 | 6 | 93 | 7 | -- | 1 | 6 | 93 | 1.501 | 1.68 | 1.64 | |||||||||||
92P06210 | 62-80 | C | S | 5 | -- | -- | 5 | tr | 1 | 4 | 95 | 5 | tr | 1 | 4 | 95 | 1.481 | |||||||||||||
92P06211 | 30-37 | By | S | 44 | -- | -- | 44 | -- | 27 | 17 | 56 | 44 | -- | 27 | 17 | 56 | 1.821 |
*** Supplementary Characterization Data *** |
Pedon ID: S1992NH011002 | ( Hillsborough, New Hampshire ) | Print Date: Nov 26 2024 11:19PM |
Sampled As | : | Pipestone-like | Sandy, mixed Typic Epiaquods | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0990 |
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 | 4C1 | |||||||||||||||||||||||||||
92P06204 | 4-9 | E | S | 1 | -- | -- | 1 | -- | -- | 1 | 99 | 38 | 15 | 2 | 45 | 4.47 | 1.03 | |||||||||||
92P06205 | 9-22 | Bs1 | S | 4.03 | ||||||||||||||||||||||||
92P06206 | 22-30 | Bs2 | S | 2 | -- | -- | 2 | -- | 1 | 2 | 98 | 39 | 13 | 1 | 44 | 25.17 | 5.22 | |||||||||||
92P06207 | 30-37 | By | S | 8.82 | 0.31 | |||||||||||||||||||||||
92P06208 | 37-45 | Bsm1 | S | 6 | -- | -- | 6 | -- | 1 | 5 | 94 | 48 | 4 | 42 | 38.60 | 2.400 | ||||||||||||
92P06209 | 45-62 | Bsm2 | S | 4 | -- | -- | 4 | -- | 1 | 3 | 96 | 50 | 2 | 43 | 30.75 | 3.250 | ||||||||||||
92P06210 | 62-80 | C | S | 3 | -- | -- | 3 | tr | 1 | 2 | 97 | 52 | 1 | 44 | ||||||||||||||
92P06211 | 30-37 | By | S | 30 | -- | -- | 30 | -- | 19 | 12 | 70 | 31 | 6 | 31 | 28.92 | 7.50 |
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 | ||||||||||||||||||||||
92P06202 | 3-0 | Oi | S | 3.6 | ||||||||||||||||||||||
92P06203 | 0-4 | Oa | S | 3.3 | ||||||||||||||||||||||
92P06204 | 4-9 | E | S | 1 | 1 | 1 | 70 | 29 | 3 | 2 | 12 | 27 | 22 | 7 | 15 | 13 | 3 | sl | 69.0 | 28.0 | 3.0 | 3.2 | ||||
92P06205 | 9-22 | Bs1 | S | sl | 68.3 | 28.5 | 3.2 | 4.3 | ||||||||||||||||||
92P06206 | 22-30 | Bs2 | S | 4 | 4 | 4 | 72 | 24 | 2 | 5 | 10 | 24 | 26 | 10 | 13 | 12 | 2 | ls | 73.7 | 24.5 | 1.8 | 4.5 | ||||
92P06207 | 30-37 | By | GP | ls | 79.3 | 19.6 | 1.1 | 4.5 | ||||||||||||||||||
92P06208 | 37-45 | Bsm1 | S | 11 | 11 | 11 | 83 | 6 | tr | 16 | 26 | 29 | 19 | 3 | 2 | 5 | 1 | cos | 92.6 | 6.9 | 0.5 | 4.6 | ||||
92P06209 | 45-62 | Bsm2 | S | 7 | 7 | 7 | 89 | 4 | tr | 13 | 27 | 35 | 19 | 2 | 1 | 3 | tr | cos | 95.6 | 4.0 | 0.4 | 4.8 | ||||
92P06210 | 62-80 | C | S | 5 | 5 | 5 | 94 | 1 | 4 | 17 | 46 | 30 | 2 | tr | 1 | s | 98.5 | 1.5 | -- | 4.8 | ||||||
92P06211 | 30-37 | By | S | 44 | 44 | 44 | 47 | 9 | 1 | 4 | 11 | 31 | 29 | 9 | 8 | 8 | 1 | ls | 82.7 | 16.1 | 1.2 | 4.4 |