| *** Supplementary Characterization Data *** |
| Pedon ID: S2010NJ011002 | ( Cumberland, New Jersey ) | Print Date: May 29 2024 7:39PM |
| Sampled as on Jul 10, 2010: | Evesboro ; Mesic, coated Lamellic Quartzipsamment |
| Revised to correlated on Jun 13, 2015: | Evesboro ; Mesic, coated Lamellic Quartzipsamments |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2010USNJ125 Camden, Cumberland & Salem Co.s | Natural Resources Conservation Service |
| - | Site ID | S2010NJ011002 Lat: 39° 24' 37.67" north Long: 75° 4' 30.70" west MLRA: 153D | National Soil Survey Center | |
| - | Pedon No. | 10N1317 | Kellogg 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 | |||||||||||||||||
| 10N06284 | 0-4 | Oe | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | |||||||||||||||||
| 10N06285 | 4-10 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 67 | 8 | 5 | 3 | 1 | 99 | 79 | 30 | 8 | 7 | 0.38 | 0.332 | 0.108 | 3.5 | 1.5 | ||
| 10N06286 | 10-15 | E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 65 | 6 | 4 | 2 | 1 | 100 | 79 | 24 | 6 | 6 | 0.39 | 0.347 | 0.121 | 3.2 | 1.5 | ||
| 10N06287 | 15-19 | Bh | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 67 | 6 | 3 | 2 | 1 | 99 | 80 | 28 | 6 | 5 | 0.38 | 0.336 | 0.117 | 3.3 | 1.5 | ||
| 10N06288 | 19-44 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 75 | 9 | 6 | 3 | 2 | 100 | 89 | 36 | 10 | 8 | 0.34 | 0.301 | 0.101 | 3.4 | 1.2 | ||
| 10N06289 | 44-91 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 75 | 9 | 7 | 4 | 2 | 100 | 86 | 42 | 10 | 8 | 0.33 | 0.283 | 0.096 | 3.4 | 1.0 | ||
| 10N06290 | 91-138 | C3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 73 | 7 | 5 | 4 | 3 | 100 | 87 | 34 | 8 | 6 | 0.35 | 0.308 | 0.108 | 3.3 | 1.2 | ||
| 10N06291 | 138-164 | C4 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 62 | 4 | 3 | 1 | tr | 99 | 74 | 28 | 4 | 4 | 0.41 | 0.349 | 0.124 | 3.3 | 1.3 | ||
| 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 | ||||||||||||||||
| DbWR1 | DbWR1 | |||||||||||||||||||||||||||||
| 10N06284 | 0-4 | Oe | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | ||||||||||||||||
| 10N06285 | 4-10 | A | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.50 | 1.55 | 1.65 | 1.93 | 1.50 | 1.53 | 1.55 | 1.65 | 1.93 | 0.77 | 0.77 | |||||
| 10N06286 | 10-15 | E | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 10N06287 | 15-19 | Bh | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 10N06288 | 19-44 | C1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.64 | 1.64 | 1.69 | 2.02 | 1.64 | 1.64 | 1.64 | 1.69 | 2.02 | 0.62 | 0.62 | |||||
| 10N06289 | 44-91 | C2 | S | tr | tr | -- | -- | tr | 100 | tr | -- | -- | tr | 100 | 1.66 | 1.66 | 1.73 | 2.03 | 1.66 | 1.66 | 1.66 | 1.72 | 2.03 | 0.60 | 0.60 | |||||
| 10N06290 | 91-138 | C3 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 10N06291 | 138-164 | C4 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.903 | ||||||||||||||
| 10N06292 | 164-203 | E/Bt | S | 1.77 | 1.78 | 2.10 | 1.77 | 1.78 | 1.78 | 1.84 | 2.10 | 0.50 | 0.50 | |||||||||||||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2010NJ011002 | ( Cumberland, New Jersey ) | Print Date: May 29 2024 7:39PM |
| Sampled As | : | Evesboro | Mesic, coated Lamellic Quartzipsamment | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 10N1317 | |||
| 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---) | |||||||||||||||
| 10N06284 | 0-4 | Oe | S | -- | -- | -- | -- | -- | -- | -- | 100 | 26 | ||||||||||||||||
| 10N06285 | 4-10 | A | S | tr | -- | -- | tr | -- | -- | tr | 100 | 52 | 3 | 1 | 28 | 15 | 50 | -- | 8.11 | 3.78 | 1.222 | 0.7 | 1.1 | 0.7 | 1.1 | 0.10 | 0.10 | |
| 10N06286 | 10-15 | E | S | -- | -- | -- | -- | -- | -- | -- | 100 | 52 | 3 | tr | 28 | 0.22 | 6.80 | 2.44 | ||||||||||
| 10N06287 | 15-19 | Bh | S | -- | -- | -- | -- | -- | -- | -- | 100 | 52 | 2 | tr | 42 | 0.13 | 6.90 | 2.25 | ||||||||||
| 10N06288 | 19-44 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 57 | 4 | 1 | 33 | 5 | 14 | 0.50 | 1.58 | 0.63 | -- | -- | -- | -- | -- | 0.03 | 0.03 | |
| 10N06289 | 44-91 | C2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 58 | 4 | 1 | 30 | 7 | 34 | 0.40 | 0.66 | 0.50 | -- | -- | -- | -- | -- | 0.04 | 0.04 | |
| 10N06290 | 91-138 | C3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 51 | 2 | 2 | 2 | 0.63 | 0.43 | |||||||||||
| 10N06291 | 138-164 | C4 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 53 | 2 | tr | 11 | 0.60 | 1.40 | |||||||||||
| 10N06292 | 164-203 | E/Bt | S | 8 | 0.65 | 0.35 | 0.100 | 0.2 | 0.2 | 0.2 | 0.05 | |||||||||||||||||
| 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 | 4C1a2a | |||||||||||||||||||||||||
| 10N06285 | 4-10 | A | S | -- | -- | -- | 93 | 6 | 1 | 1 | 20 | 49 | 22 | 1 | 2 | 4 | 1 | s | 92.9 | 6.2 | 0.9 | 3.3 | ||||
| 10N06286 | 10-15 | E | S | -- | -- | -- | 95 | 5 | 1 | tr | 20 | 56 | 17 | 1 | 2 | 3 | 1 | s | 94.5 | 4.6 | 0.9 | 3.7 | ||||
| 10N06287 | 15-19 | Bh | S | -- | -- | -- | 96 | 4 | 1 | 1 | 20 | 52 | 22 | 1 | 2 | 3 | 1 | s | 94.8 | 4.4 | 0.8 | 4.2 | ||||
| 10N06288 | 19-44 | C1 | S | -- | -- | -- | 94 | 6 | 2 | tr | 11 | 54 | 27 | 2 | 2 | 4 | 2 | s | 92.5 | 5.9 | 1.6 | 4.4 | ||||
| 10N06289 | 44-91 | C2 | S | -- | -- | -- | 94 | 6 | 2 | tr | 14 | 44 | 33 | 2 | 2 | 5 | 2 | s | 91.8 | 6.2 | 2.0 | 4.3 | ||||
| 10N06290 | 91-138 | C3 | S | -- | -- | -- | 97 | 3 | 3 | 1 | 13 | 54 | 27 | 2 | 1 | 2 | 3 | s | 94.0 | 3.0 | 3.0 | 4.2 | ||||
| 10N06291 | 138-164 | C4 | S | -- | -- | -- | 97 | 3 | 1 | 1 | 26 | 46 | 24 | 1 | 1 | 2 | 1 | cos | 96.5 | 3.0 | 0.5 | 4.3 | ||||
| 10N06292 | 164-203 | E/Bt | S | tr | 15 | 52 | 28 | 2 | 1 | 1 | 2 | s | 95.2 | 2.8 | 2.0 | 4.2 | ||||||||||