| *** Supplementary Characterization Data *** |
| Pedon ID: 85NJ033018 | ( Salem, New Jersey ) | Print Date: Nov 11 2024 9:30PM |
| Sampled as on Aug 30, 1985: | Othello ; Fine-silty, mixed Typic Ochraquults |
| Revised to correlated on Jan 1, 1990: | (unnamed) ; Coarse-loamy, mixed, superactive, mesic Humaquept |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP86NJ097 SALEM COUNTY | Natural Resources Conservation Service |
| - | Site ID | S1985NJ033018 Lat: 39° 37' 2.00" north Long: 75° 12' 28.99" west MLRA: 149A | National Soil Survey Center | |
| - | Pedon No. | 86P0285 | 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 | |||||||||||||||||
| 86P01676 | 0-8 | A1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 87 | 60 | 41 | 28 | 99 | 97 | 95 | 91 | 82 | 0.02 | 0.010 | -- | 44.3 | 0.6 | ||
| 86P01677 | 8-30 | A2 | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 97 | 90 | 74 | 49 | 35 | 26 | 95 | 92 | 85 | 77 | 69 | 0.03 | 0.021 | -- | 66.4 | 0.6 | ||
| 86P01678 | 30-43 | Bt | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 93 | 78 | 49 | 33 | 22 | 96 | 94 | 88 | 81 | 74 | 0.03 | 0.021 | 0.001 | 52.4 | 0.9 | ||
| 86P01679 | 43-61 | C | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 66 | 29 | 19 | 12 | 100 | 99 | 94 | 73 | 57 | 0.06 | 0.040 | 0.001 | 40.1 | 5.1 | ||
| 86P01680 | 61-81 | Ab1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 47 | 18 | 11 | 7 | 99 | 97 | 86 | 56 | 37 | 0.11 | 0.080 | 0.004 | 29.6 | 3.1 | ||
| 86P01681 | 81-104 | Ab2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 60 | 23 | 14 | 8 | 98 | 96 | 88 | 68 | 49 | 0.07 | 0.052 | 0.003 | 26.7 | 3.1 | ||
| 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 | ||||||||||||||||||||||||||||
| 86P01676 | 0-8 | A1 | S | tr | -- | -- | -- | -- | tr | -- | 100 | -- | -- | tr | -- | 100 | 1.451 | |||||||||||||
| 86P01677 | 8-30 | A2 | S | 3 | -- | -- | 3 | -- | 2 | 1 | 97 | 3 | -- | 2 | 1 | 97 | 1.471 | |||||||||||||
| 86P01678 | 30-43 | Bt | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 2 | -- | 1 | 1 | 98 | 1.461 | |||||||||||||
| 86P01679 | 43-61 | C | S | tr | -- | -- | -- | -- | tr | -- | 100 | -- | -- | tr | tr | 100 | 1.451 | |||||||||||||
| 86P01680 | 61-81 | Ab1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | tr | -- | 100 | 1.451 | |||||||||||||
| 86P01681 | 81-104 | Ab2 | S | tr | -- | -- | -- | -- | tr | tr | 100 | -- | -- | tr | tr | 100 | 1.451 | |||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: 85NJ033018 | ( Salem, New Jersey ) | Print Date: Nov 11 2024 9:30PM |
| Sampled As | : | Othello | Fine-silty, mixed Typic Ochraquults | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 86P0285 | |||
| 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 | ||||||||||||||||||||||||||||
| 86P01676 | 0-8 | A1 | S | tr | -- | -- | -- | -- | tr | -- | 100 | 10 | 30 | 15 | 45 | 16 | 0.50 | 1.55 | 0.85 | |||||||||
| 86P01677 | 8-30 | A2 | S | 2 | -- | -- | 2 | -- | 1 | 1 | 98 | 15 | 24 | 14 | 45 | 20 | 0.39 | 1.07 | 0.57 | |||||||||
| 86P01678 | 30-43 | Bt | S | 1 | -- | -- | 1 | -- | 1 | 1 | 99 | 13 | 28 | 12 | 45 | 0.51 | 0.87 | 0.43 | ||||||||||
| 86P01679 | 43-61 | C | S | tr | -- | -- | -- | -- | tr | -- | 100 | 24 | 25 | 6 | 45 | 0.45 | 0.55 | 0.37 | ||||||||||
| 86P01680 | 61-81 | Ab1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 35 | 16 | 4 | 45 | 0.41 | 1.16 | 0.60 | ||||||||||
| 86P01681 | 81-104 | Ab2 | S | tr | -- | -- | -- | -- | tr | tr | 100 | 28 | 23 | 4 | 45 | 2.66 | 0.92 | |||||||||||
| 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 | ||||||||||||||||||||||
| 86P01676 | 0-8 | A1 | S | 25 | 75 | 39 | 2 | 2 | 3 | 6 | 12 | 31 | 44 | 39 | sicl | 17.7 | 54.4 | 27.9 | 3.7 | |||||||
| 86P01677 | 8-30 | A2 | S | 4 | 4 | 4 | 37 | 59 | 34 | 2 | 4 | 10 | 10 | 11 | 29 | 33 | 36 | l | 28.4 | 45.3 | 26.3 | 3.6 | ||||
| 86P01678 | 30-43 | Bt | S | 3 | 3 | 3 | 31 | 66 | 28 | 2 | 3 | 8 | 9 | 9 | 33 | 35 | 29 | sil | 24.8 | 53.0 | 22.2 | 3.8 | ||||
| 86P01679 | 43-61 | C | S | 49 | 51 | 13 | tr | 1 | 6 | 23 | 19 | 31 | 20 | 13 | l | 43.3 | 45.0 | 11.7 | 3.9 | |||||||
| 86P01680 | 61-81 | Ab1 | S | 68 | 32 | 8 | 1 | 2 | 12 | 32 | 21 | 20 | 12 | 8 | fsl | 63.5 | 29.5 | 7.0 | 4.2 | |||||||
| 86P01681 | 81-104 | Ab2 | S | 55 | 45 | 8 | 2 | 2 | 8 | 22 | 20 | 28 | 17 | 8 | l | 50.8 | 41.5 | 7.7 | 3.9 | |||||||