*** Supplementary Characterization Data *** |
Pedon ID: S1999NY061003 | ( New York, New York ) | Print Date: Nov 21 2024 2:52PM |
Sampled as on Jul 5, 1999: | Hollis |
Revised to correlated on Jan 9, 2016: | Hollis ; Loamy, mixed, superactive, acid, mesic Lithic Udorthents |
United States Department of Agriculture | ||||
SSL | - | Project | CP00NY001 NYC METALS | Natural Resources Conservation Service |
- | Site ID | S1999NY061003 Lat: 40° 47' 54.20" north Long: 73° 57' 27.89" west MLRA: 144A | National Soil Survey Center | |
- | Pedon No. | 00P0011 | 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 | |||||||||||||||||
00P00023 | 0-7 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 89 | 68 | 31 | 18 | 9 | 95 | 91 | 84 | 74 | 57 | 0.06 | 0.039 | 0.002 | 25.8 | 2.8 | ||
00P00024 | 7-21 | Bw | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 96 | 90 | 71 | 33 | 20 | 11 | 95 | 91 | 86 | 77 | 62 | 0.05 | 0.034 | 0.002 | 27.8 | 2.7 |
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 | 4A1d | 4A1h | ||||||||||||||||||||||||||
00P00023 | 0-7 | A | S | 3 | -- | -- | 3 | -- | 1 | 2 | 97 | 3 | -- | 1 | 2 | 97 | 1.461 | |||||||||||||
00P00024 | 7-21 | Bw | S | 4 | -- | -- | 4 | -- | 2 | 2 | 96 | 4 | -- | 2 | 2 | 96 | 1.13 | 1.16 | 1.36 | 1.70 | 1.10 | 1.12 | 1.13 | 1.33 | 1.68 | 1.35 | 1.41 |
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 | |||||||||||||||||||||||||||
00P00023 | 0-7 | A | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 22 | 26 | 5 | 45 | 2.93 | 1.25 | |||||||||||
00P00023 | 0-7 | A | HM | 23 | ||||||||||||||||||||||||
00P00024 | 7-21 | Bw | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 15 | 22 | 5 | 34 | 23 | 1.50 | 0.61 | 0.080 | 0.6 | 0.6 | 0.15 | 0.15 | |||||
00P00024 | 7-21 | Bw | HM | 17 |
*** Supplementary Characterization Data *** |
Pedon ID: S1999NY061003 | ( New York, New York ) | Print Date: Nov 21 2024 2:52PM |
Sampled As | : | Hollis | |||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 00P0011 |
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 | ||||||||||||||||||||||
00P00023 | 0-7 | A | S | 3 | 3 | 3 | 44 | 53 | 10 | 2 | 5 | 7 | 11 | 19 | 30 | 25 | 10 | l | 41.1 | 49.4 | 9.5 | |||||
00P00023 | 0-7 | A | HM | 4.3 | ||||||||||||||||||||||
00P00024 | 7-21 | Bw | S | 4 | 4 | 4 | 38 | 57 | 12 | 2 | 4 | 6 | 10 | 18 | 34 | 26 | 13 | sil | 35.7 | 53.1 | 11.2 | |||||
00P00024 | 7-21 | Bw | HM | 3.4 |