Soil Survey of Murray and Whitfield Counties, Georgia

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436 Soil Survey Physical and Chemical Soil Properties—Continued ________________________________________________________________________________________________________ | | | | | | | | |Erosion _______________ factors Map symbol |Depth|Clay | Moist | Permea- |Available| Linear | Soil |Organic| | | and soil name | | | bulk | bility | water |extensi- |reaction|matter | | | ________________________________________________________________________________________________________ | | | density | (Ksat) |capacity | bility | | | Kw | Kf | T | In | Pct | g/cc | In/hr | In/in | Pct | pH | Pct | | | | | | | | | | | | | | NaE: | | | | | | | | | | | Nauvoo------------| 0-5 | 5-20|1.30-1.60| 2-6 |0.13-0.17| 0.0-2.9 | 4.5-5.0|0.5-2.0| .28 | .28 | 4 | 5-12| 5-20|1.30-1.60| 2-6 |0.13-0.17| 0.0-2.9 | 4.5-5.0|0.5-1.0| .28 | .28 | |12-29|10-35|1.30-1.60| 0.6-2 |0.14-0.20| 0.0-2.9 | 4.5-5.0|0.2-0.8| .32 | .32 | |29-56|10-30|1.30-1.60| 0.6-2 |0.11-0.17| 0.0-2.9 | 4.5-5.0|0.0-0.5| .32 | .32 | |56-60| --- | --- | ---|0.00-0.01| --- | --- | --- | --- | --- | | | | | | | | | | | | NeB: | | | | | | | | | | | Nella-------------| 0-5 | 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-3.0| .15 | .20 | 5 | 5-10| 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |10-13| 5-20|1.30-1.45| 0.6-2 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |13-38|10-30|1.35-1.55| 0.6-2 |0.07-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | |38-65|20-45|1.35-1.55| 0.6-2 |0.10-0.13| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | | | | | | | | | | | | NeD: | | | | | | | | | | | Nella-------------| 0-5 | 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-3.0| .15 | .20 | 5 | 5-10| 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |10-13| 5-20|1.30-1.45| 0.6-2 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |13-38|10-30|1.35-1.55| 0.6-2 |0.07-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | |38-65|20-45|1.35-1.55| 0.6-2 |0.10-0.13| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | | | | | | | | | | | | NeE: | | | | | | | | | | | Nella-------------| 0-5 | 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-3.0| .15 | .20 | 5 | 5-10| 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |10-13| 5-20|1.30-1.45| 0.6-2 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |13-38|10-30|1.35-1.55| 0.6-2 |0.07-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | |38-65|20-45|1.35-1.55| 0.6-2 |0.10-0.13| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | | | | | | | | | | | | NeF: | | | | | | | | | | | Nella-------------| 0-5 | 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-3.0| .15 | .20 | 5 | 5-10| 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |10-13| 5-20|1.30-1.45| 0.6-2 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |13-38|10-30|1.35-1.55| 0.6-2 |0.07-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | |38-65|20-45|1.35-1.55| 0.6-2 |0.10-0.13| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | | | | | | | | | | | | NtF: | | | | | | | | | | | Nella-------------| 0-5 | 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-3.0| .15 | .20 | 5 | 5-10| 5-15|1.30-1.45| 2-6 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |10-13| 5-20|1.30-1.45| 0.6-2 |0.08-0.15| 0.0-2.9 | 4.5-5.5|0.5-2.0| .15 | .20 | |13-38|10-30|1.35-1.55| 0.6-2 |0.07-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | |38-65|20-45|1.35-1.55| 0.6-2 |0.10-0.13| 0.0-2.9 | 4.5-5.5|0.0-0.5| .15 | .20 | | | | | | | | | | | | Hector------------| 0-4 | 5-15|1.30-1.60| 2-6 |0.05-0.10| 0.0-2.9 | 5.1-5.5|0.5-2.0| .15 | .28 | 1 | 4-11| 5-15|1.30-1.60| 2-6 |0.08-0.15| 0.0-2.9 | 5.1-5.5|0.2-1.0| .17 | .28 | |11-19| 5-20|1.30-1.60| 2-6 |0.04-0.11| 0.0-2.9 | 5.1-5.5|0.0-0.5| .17 | .28 | |19-60| --- | --- | ---|0.00-0.01| --- | --- | --- | --- | --- | | | | | | | | | | | | Townley-----------| 0-5 |10-27|1.25-1.60| 0.6-2 |0.12-0.14| 0.0-2.9 | 4.5-5.5|0.5-2.0| .37 | .37 | 3 | 5-16|27-45|1.30-1.60|0.06-0.2 |0.12-0.18| 3.0-5.9 | 4.5-5.5|0.5-1.0| .28 | .32 | |16-27|35-60|1.30-1.60|0.06-0.2 |0.10-0.16| 3.0-5.9 | 4.5-5.5|0.0-0.5| .28 | .32 | |27-60| --- | --- | ---|0.00-0.00| --- | --- | --- | --- | --- | | | | | | | | | | | | PaE: | | | | | | | | | | | Panama------------| 0-5 | 5-15|1.30-1.60| 0.6-2 |0.06-0.14| 0.0-2.9 | 4.5-6.5|0.5-1.0| .17 | .24 | 5 | 5-29|10-20|1.30-1.70| 0.6-2 |0.04-0.12| 0.0-2.9 | 4.5-6.5|0.2-0.8| .24 | .32 | |29-55|20-30|1.45-1.70| 0.6-2 |0.03-0.18| 0.0-2.9 | 4.5-6.5|0.0-0.5| .24 | .32 | |55-80|30-40|1.35-1.65| 0.2-0.6 |0.13-0.16| 3.0-5.9 | 4.5-6.5|0.0-0.5| .20 | .32 | | | | | | | | | | | |
Murray and Whitfield Counties, Georgia 437 Physical and Chemical Soil Properties—Continued ________________________________________________________________________________________________________ | | | | | | | | |Erosion _______________ factors Map symbol |Depth|Clay | Moist | Permea- |Available| Linear | Soil |Organic| | | and soil name | | | bulk | bility | water |extensi- |reaction|matter | | | ________________________________________________________________________________________________________ | | | density | (Ksat) |capacity | bility | | | Kw | Kf | T | In | Pct | g/cc | In/hr | In/in | Pct | pH | Pct | | | | | | | | | | | | | | PaF: | | | | | | | | | | | Panama------------| 0-5 | 5-15|1.30-1.60| 0.6-2 |0.06-0.14| 0.0-2.9 | 4.5-6.5|0.5-1.0| .17 | .24 | 5 | 5-29|10-20|1.30-1.70| 0.6-2 |0.04-0.12| 0.0-2.9 | 4.5-6.5|0.2-0.8| .24 | .32 | |29-55|20-30|1.45-1.70| 0.6-2 |0.03-0.18| 0.0-2.9 | 4.5-6.5|0.0-0.5| .24 | .32 | |55-80|30-40|1.35-1.65| 0.2-0.6 |0.13-0.16| 3.0-5.9 | 4.5-6.5|0.0-0.5| .20 | .32 | | | | | | | | | | | | PcD: | | | | | | | | | | | Pigeonroost-------| 0-6 | 7-15|1.35-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 4.5-5.5|1.0-5.0| .24 | .24 | 3 | 6-12| 5-20|1.30-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 4.5-5.5|0.2-0.8| .28 | .28 | |12-34|20-35|1.30-1.50| 0.6-2 |0.14-0.20| 0.0-2.9 | 4.5-5.5|0.0-0.5| .24 | .24 | |34-60| --- | --- | ---|0.00-0.01| --- | --- | --- | --- | --- | | | | | | | | | | | | Cheoah------------| 0-12| 7-18|1.35-1.60| 2-6 |0.15-0.24| 0.0-2.9 | 5.1-5.5|5.0-10 | .28 | .28 | 3 |12-32| 5-18|1.35-1.60| 2-6 |0.14-0.22| 0.0-2.9 | 5.1-5.5|0.5-3.0| .32 | .32 | |32-54| 5-18|1.35-1.60| 2-6 |0.11-0.17| 0.0-2.9 | 5.1-5.5|0.0-0.5| .32 | .32 | |54-59| 5-18|1.35-1.60| 2-6 |0.09-0.15| 0.0-2.9 | 5.1-5.5|0.0-0.5| .32 | .32 | |59-65| --- | --- | ---|0.00-0.01| --- | --- | --- | --- | --- | | | | | | | | | | | | Qu: | | | | | | | | | | | Pits, quarries----| ---| --- | --- | ---| --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | Rk: | | | | | | | | | | | Rock outcrop------| 0-60| --- | --- | ---| --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | SaA: | | | | | | | | | | | Sequatchie--------| 0-15|10-25|1.50-1.65| 0.6-2 |0.12-0.18| 0.0-2.9 | 4.5-5.5|1.0-3.0| .32 | .32 | 5 |15-55|18-35|1.55-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 4.5-5.5|0.2-0.8| .24 | .24 | |55-60|20-30|1.55-1.70| 0.6-6 |0.09-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .24 | .24 | | | | | | | | | | | | SaB: | | | | | | | | | | | Sequatchie--------| 0-15|10-25|1.50-1.65| 0.6-2 |0.12-0.18| 0.0-2.9 | 4.5-5.5|1.0-3.0| .32 | .32 | 5 |15-55|18-35|1.55-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 4.5-5.5|0.2-0.8| .24 | .24 | |55-60|20-30|1.55-1.70| 0.6-6 |0.09-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .24 | .24 | | | | | | | | | | | | ScB: | | | | | | | | | | | Shack-------------| 0-6 | 5-15|1.25-1.50| 0.6-2 |0.10-0.18| 0.0-2.9 | 4.5-5.5|1.0-2.0| .28 | .37 | 3 | 6-15|10-25|1.25-1.50| 0.6-2 |0.12-0.16| 0.0-2.9 | 4.5-5.5|0.5-1.0| .28 | .37 | |15-22|20-35|1.25-1.50| 0.6-2 |0.10-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .28 | .37 | |22-29|20-35|1.70-1.85| 0.2-0.6 |0.04-0.09| 0.0-2.9 | 4.5-5.5|0.0-0.5| .24 | .32 | |29-60|27-40|1.40-1.60| 0.6-2 |0.04-0.09| 0.0-2.9 | 4.5-5.5|0.0-0.5| .28 | .32 | | | | | | | | | | | | Guthrie-----------| 0-3 |10-25|1.35-1.55| 0.6-2 |0.20-0.22| 0.0-2.9 | 5.1-6.0|1.0-2.0| .43 | .43 | 4 | 3-7 |10-25|1.40-1.60| 0.6-2 |0.18-0.20| 0.0-2.9 | 5.1-6.0|0.5-1.0| .43 | .43 | | 7-25|27-35|1.60-1.75| 0.2-0.6 |0.03-0.05| 0.0-2.9 | 5.1-6.0|0.0-0.5| .43 | .43 | |25-60|18-35|1.60-1.75|0.06-0.2 |0.03-0.05| 0.0-2.9 | 5.1-6.0|0.0-0.5| .37 | .43 | | | | | | | | | | | | SdD: | | | | | | | | | | | Shack-------------| 0-6 | 5-15|1.25-1.50| 0.6-2 |0.10-0.18| 0.0-2.9 | 4.5-5.5|1.0-2.0| .28 | .37 | 3 | 6-15|10-25|1.25-1.50| 0.6-2 |0.12-0.16| 0.0-2.9 | 4.5-5.5|0.5-1.0| .28 | .37 | |15-22|20-35|1.25-1.50| 0.6-2 |0.10-0.14| 0.0-2.9 | 4.5-5.5|0.0-0.5| .28 | .37 | |22-29|20-35|1.70-1.85| 0.2-0.6 |0.04-0.09| 0.0-2.9 | 4.5-5.5|0.0-0.5| .24 | .32 | |29-60|27-40|1.40-1.60| 0.6-2 |0.04-0.09| 0.0-2.9 | 4.5-5.5|0.0-0.5| .28 | .32 | | | | | | | | | | | | Bodine------------| 0-4 |10-27|1.35-1.55| 2-6 |0.06-0.11| 0.0-2.9 | 4.5-5.0|1.0-2.0| .28 | .37 | 5 | 4-16|10-27|1.35-1.55| 2-6 |0.05-0.10| 0.0-2.9 | 4.5-5.0|0.5-1.5| .24 | .32 | |16-60|20-35|1.40-1.60| 2-6 |0.05-0.10| 0.0-2.9 | 4.5-5.0|0.0-1.0| .24 | .32 | | | | | | | | | | | | Minvale-----------| 0-5 |10-20|1.20-1.40| 2-6 |0.14-0.18| 0.0-2.9 | 4.5-6.0|0.5-2.0| .28 | .37 | 5 | 5-12|10-30|1.20-1.40| 2-6 |0.12-0.18| 0.0-2.9 | 4.5-6.0|0.5-1.0| .28 | .32 | |12-40|27-40|1.30-1.55| 0.6-2 |0.11-0.17| 0.0-2.9 | 4.5-5.5|0.0-0.5| .28 | .32 | |40-60|30-50|1.30-1.55| 0.6-2 |0.10-0.16| 0.0-2.9 | 4.5-5.5|0.0-0.5| .28 | .32 | | | | | | | | | | | |
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United States Department of Agricul
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ii National Cooperative Soil Survey
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CkE—Cataska channery silt loam, 5
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WnB—Waynesboro sandy loam, 2 to 6
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Prime Farmland and Other Important
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Soil Survey of Murray and Whitfield
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Murray and Whitfield Counties, Geor
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General Soil Map Units The general
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24 Soil Survey Soils that have prof
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26 Soil Survey Available water capa
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30 Soil Survey 14 to 51 inches—re
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32 Soil Survey Subsoil: 13 to 18 in
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34 Soil Survey BoE—Bodine very gr
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36 Soil Survey Recreational develop
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38 Soil Survey Woodland Potential p
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40 Soil Survey Suitability to pastu
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42 Soil Survey Use and Management L
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44 Soil Survey 32 to 54 inches—da
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46 Soil Survey Management concerns:
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50 Soil Survey 20 to 28 inches—ye
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52 Soil Survey Land capability clas
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54 Soil Survey Urban development Su
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56 Soil Survey Woodland Potential p
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58 Soil Survey EdF—Edneytown loam
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60 Soil Survey Management concerns:
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62 Soil Survey Capshaw, Conasauga,
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64 Soil Survey Soil Properties and
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66 Soil Survey Subsoil: 3 to 6 inch
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68 Soil Survey Flooding: None Slope
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70 Soil Survey HcB—Hanceville loa
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72 Soil Survey HcE—Hanceville loa
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74 Soil Survey HrF—Hector-Townley
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76 Soil Survey Minor Components Alb
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80 Soil Survey Soil Properties and
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82 Soil Survey Underlying material:
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84 Soil Survey Land capability clas
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86 Soil Survey Suitability to hay:
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88 Soil Survey Urban land Urban lan
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90 Soil Survey Typical Profile Mont
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92 Soil Survey Soils that have bedr
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94 Soil Survey Permeability: Modera
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96 Soil Survey Subsurface layer: 5
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98 Soil Survey NeE—Nella gravelly
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100 Soil Survey Woodland Potential
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102 Soil Survey PaE—Panama very g
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104 Soil Survey Recreational develo
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106 Soil Survey SaA—Sequatchie lo
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110 Soil Survey 12 to 40 inches—y
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112 Soil Survey Root zone: Shack—
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114 Soil Survey Substratum: 45 to 5
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116 Soil Survey Subsoil: 7 to 16 in
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118 Soil Survey Surface layer: 0 to
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120 Soil Survey Flooding: None Slop
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122 Soil Survey Land capability cla
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124 Soil Survey Urban development S
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126 Soil Survey Preferred trees to
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128 Soil Survey WaA—Wax fine sand
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130 Soil Survey Preferred trees to
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134 Soil Survey Cropland, hayland,
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136 Soil Properties and Qualities D
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138 Soil Survey on the use and the
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140 Soil Survey are grouped accordi
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142 Soil Survey Virgin forest once
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144 Soil Survey In the tables descr
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146 Soil Survey observed in the soi
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148 Soil Survey Local roads and str
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150 Soil Survey The ratings are bas
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Soil Properties 153 Data relating t
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160 Soil Survey series. A pedon, a
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162 Soil Survey Parent material: Co
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164 Soil Survey pale brown (10YR 6/
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166 Soil Survey A or Ap horizon: Co
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168 Soil Survey Depth to seasonal h
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170 Soil Survey coarse irregular so
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172 Soil Survey BC horizon (where p
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174 Soil Survey Slope range: 0 to 5
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178 Soil Survey Capshaw soils, whic
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180 Soil Survey medium, and few coa
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182 Soil Survey Depth to hard bedro
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184 Soil Survey Guthrie Series Majo
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186 Soil Survey Typical Pedon Hance
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188 Soil Survey Parent material: Lo
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190 Soil Survey roots and common co
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192 Soil Survey Slope range: 0 to 2
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194 Soil Survey R—39 inches; hard
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196 Soil Survey Depth class: Shallo
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198 Soil Survey Bt horizon: Color
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200 Soil Survey Panama Series Major
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202 Soil Survey topographic quadran
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204 Soil Survey medium subangular b
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206 Soil Survey E horizon (where pr
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208 Soil Survey Shelocta Series Maj
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210 Soil Survey fine, fine, medium,
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212 Soil Survey Geographically Asso
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216 Soil Survey Typical Pedon Wax f
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218 Soil Survey Range in Characteri
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Formation of the Soils This section
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References American Association of
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Glossary 227 Many of the terms rela
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Temperature and Precipitation (Reco
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244 Soil Survey Acreage and Proport
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246 Soil Survey Acreage and Proport
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248 Soil Survey Nonirrigated Yields
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254 Soil Survey Prime Farmland and
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256 Soil Survey Forestland Producti
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270 Soil Survey Log Landings, Hazar
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282 Soil Survey Forestland Planting
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296 Soil Survey Camp Areas and Picn
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308 Soil Survey Playgrounds and Pat
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322 Soil Survey Dwellings (The info
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324 Soil Survey Dwellings—Continu
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336 Soil Survey Roads and Streets a
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350 Soil Survey Sewage Disposal (Th
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352 Soil Survey Sewage Disposal—C
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368 Soil Survey Source of Sand, Roa
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384 Soil Survey Ponds and Embankmen
Page 398 and 399: 386 Soil Survey Ponds and Embankmen
Page 410 and 411: Engineering Properties—Continued
Page 440 and 441: 428 Soil Survey Physical and Chemic
Page 454 and 455: 442 Soil Survey Water Features (Dep
Page 456 and 457: 444 Soil Survey Water Features—Co
Page 462 and 463: 450 Soil Survey Soil Features (See
Page 464 and 465: 452 Soil Survey Soil Features—Con
Page 471: NRCS Accessibility Statement The Na
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Soil Survey of Murray and Whitfield Counties, Georgia

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