SOIL SURVEY
SOIL SURVEY SOIL SURVEY
-160-Table 64 . Guides for assessing soil limitations for local roads and streets 1This guide applies to soils evaluated for construction and maintenance of local roads and streets . These are improved roadsand streets having some kind of all-weather surfacing, commonly asphalt or concrete, and are expected to carry automobil etraffic all year . They consist of : (1) the underlying local soil material (either cut or fill) called the subgrade ; (2) the bas ematerial of gravel, crushed rock, or lime - or soil cement - stabilized soil called the subbase ; and (3) the actual roa dsurface or pavement, either flexible or rigid . They also are graded to shed water and have ordinary provisions for drainage .With the probable exception of the hardened surface layer, the roads and streets are built mainly from the soil at hand, an dcuts and fills are limited, usually less than 2 meters . Excluded from consideration in this guide ore highways designed fo rfast-moving, heavy trucks .Properties that affect design and construction of roads and streets are : (1) those that affect the load supporting capacity an dstability of the subgrade, and (2) those that affect the workability and amount of cut and fill . The AASHO and UnifiedClassification give an indication of the traffic supporting capacity . Wetness and flooding affect stability . Slope, depth ofhardrock, stoniness, rockiness, and wetness affect the ease of excavation and the amount of cut and fill to reach an evengrade . Soil limitation ratings do not substitute for basic soil data or for on-site investigations .ItemsDegree of Soil Limitatio nAffectingNone to Slight Moderate Severe Very SevereUseSoil Drainage Class2 Very rapidly, rapidly,Poorly and veryPermanently we twell, and moderately Imperfectly drained .(Wet)3poorly drained . soils .well drained .Flooding (Flood)Non eInfrequent Occasional Frequen t(once in 5 years) (once in 2 to 4 years) (every year )Slope (Slope) 0 to 9 (AD) 9 to 15 (E) 15 to 30 (F) > 30 (GH )Depth to Bedrock 4(Rock - D)>100cm 50- 100 cm < 50 cmSubgrade5 (Str . )a. AASHO groupindex 60 to 4 5 to 8 > 8b. Unified soil GW, GPy ,SW ;SP~SM CL (with p .1 . 8 < 15) CL(with p .1 . 8 of 15 o rclasses and GC and SC and ML more),CH,MH,OH,OL ,and P tSusceptibility toFrost Heave ? (Frost)Low (Fl, F2) Moderate (F3) High (F4)Stoniness10 Stones > 2 m apart . Stones 0 .5 to 2 m apart . Stones 0 .1 to 0 .5m apart .Stones < 0 .1 m apart .(Stony)(Class 0 to 2) (Class 3) (Class 4) (Class 5 )Rock exposures > 100 m Rock exposures 30 to 100 Rock exposures < 30 m Rock exposures tooRockiness 10 apart and cover < 2% m apart and cover 2 to apart and cover > 10% frequent to permi t(Rock) of the surface . 10% of the surface . of the surface . location of roads and(Class 0) (Class 1) (Class 2 to 4) streets .(Class 5)1. These guidelines, with some adjustment of slope and rockiness limits, will also be useful for assessin gsoils for use as parking lots .2. For an explanation of soil drainage classes, see the System of Soil Classification for Canada (Canada Soi lSurvey Committee 1974) pp . 220-221 .3. The abbreviations in brackets are used in Table 67 to indicate the nature of the limitation .4. If the bedrock is soft enough so that it can be dug with light power equipment and is rippable by machinery, reduc emoderate and severe limitations by one class .5. This item estimates the strength of a soil as it applies to roadbeds . When available, AASHO Group Index values fromlaboratory tests were used ; otherwide the estimated Unified classes were used . The limitations were estimatedassuming that the roads would be surfaced . On unsurfaced roads, rapidly drained, very sandy, poorly graded soilsmay cause washboard or rough roads .6. Group index values were estimated from information published by the Portland Cement Association (PCA,1962) pp .23-25 .7. Downgrade to moderate if content of fines (less than 200 mesh) is greater than about 30 percent .8. P .I . means plasticity index .9. Frost heave is important where frost penetrates below the paved or hardened surface layer and moisture transportabl eby capillary movement is sufficient to form ice lenses at the freezing point . The susceptibility classes are taken fro mthe United States Army Corps of Engineers (1962) pp . 5-8 . Table 66 is reproduced from the above article .10. See also definitions for rockiness and stoniness in the System of Soil Classification for Canada (Canada Soil Surve yCommittee, 1974) pp . 217-218 .
-161-Table 65 . Guides for assessing soil susceptibility to water erosion .The evaluations of soil susceptibility to water erosion are based on the assumption that natural geologic water erosion is expected and accepted . Thus, th epredicted erosion potential applies only when man's activities (including fires) cause a loss of vegetation on the soil surface which leads to accelerated erosio nof that soil surface . It is also assumed that most of the activities which occur within the Park will not cause a disturbonce which is deep enough to penetrat ebelow the sedum . Accordingly, the predicted susceptibility to erosion applies only to the surface 25 to 50 centimeters of the soil .The susceptibility to water erosion of the mapping units (Table 67) was evaluated by means of the graph which Is presented in Figure 107 .The soil ratings, K, (Table 65a were estimated by the method of Wischmeier, Johnson and Cross 0971), (Figure 107) and the slope angle ratings were adopted i npart ham Rutter(1968) . The divisions on the graph are arbitrary, and are based on observations and published data .Field observations made during the soil survey indicate that in Yoho there are two main exceptions to the foregoing procedure for estimating susceptibility to wate rerosion . The soil erodibility factor, K (Figure 107) is a poor estimate of erodibility in lime rich horizons (Ck, Cca) or dense till materials . These materials ar egenerally found below the solo. and were not considered in the susceptibility to erosion ratings . Where the erosion potential of the parent materials or lime cemente dtills is of interest, it con be evaluated by Rutter's (1968) method, using soils information which is presented in this report .The second exception occurs when soils contain appreciable quantities of coarse fragment s ) (greater than 2 mm) . Coarse fragments aren't evaluated by the soi lerodibility factor, but the problem is partially evaluated by the dashed lines in Figure 108 .Table 65a . Soil credibility ratings (K values) determined usin gFigure 107 .Mop Unit K Value % Coarse Fragment s 2PROCEDURE : Wbr,aeee+ob 10 .10.3 .0 mml, , 400,Mll uerce. b nn pbuNn i n JOpueMe l;SP, uM S%,OM }.Bt,u k+ue ], pnmeWeuv!SOb un . •O.JI .Figure 107 . Soil-erodibility nomograph (token Pram Wischmeier, Johnson, and Cross 1971) .Soils with greater than 20% coarsefragments (C .F . = 2 mm to 25 cm )are less susceptible to erosion an dthe band between the dashed linesIndicates moderate erosion risk i nsuch cases .K values are poor estimates ofcredibility in Ck or Cca horizonsespecially in tills which are alsodense, and estimates made fro mthis figure exclude lime-cemente dhorizons .Figure 108 . Erosion hazard of soils .70SK-352K•2000%Lo werosionrisk,hsodera t \hNihs! nos rOnrisk` \HigherasionriskLow Moderate 30Y. High80%IA01 (EF) (GPOSLOPE ANGLE RATIN GBC 1 0 .50 < 2 0BC 2 0 .60 < 20BC 3 0 .60 < 20BG2 0 .25 >2 0BG 3 0 .50 > 20BG4 0 .45 >20B G 5 0 .55 < 20CM1 0 .30 20DS 1 0 .45 < 20FL 1 0 .35 > 20H01 0 .60 < 20HR 1 0 .20 < 20HR 2 0 .45 < 20K11 0 .60 < 20K12 0 .60 < 20M01 0 .35 > 20NI1 0 .40 < 20OD 1 0 .30 < 20OG 1 0 .30 < 20OG 2 0 .35 < 20OH 1 0 .25 > 20011 0 .40 < 20OL 2 0 .45 < 20001 0 .30 < 20002 0 .30 < 20OP 1 0 .20 >20OT 1 0 .35 < 20SI1 0 .40 >20SI2 0 .35 20WR2 0 .40 >20WR3 0 .55
- Page 127 and 128: Figure 73 . Degraded Eutric Bruniso
- Page 129 and 130: _ • _- - ~ . -. n- C . 1 - r IFig
- Page 131 and 132: -113-YpiFigure 76, Site of the pedo
- Page 133 and 134: -115-Figure 78 . Site of the pedon
- Page 135 and 136: -117-OP 1 Map Unit (Cumilic Regosol
- Page 137 and 138: -119-OT - Otterhead Soi Iscape Grou
- Page 139 and 140: ure 82 . Site of the pedon chosen t
- Page 141 and 142: -123-Table 44 . Key criteria differ
- Page 143 and 144: -125-SI2 Map Unit (Lithic Humo - Fe
- Page 145 and 146: -127-Landform and Parent Material s
- Page 147 and 148: -129-Table 47 . Brief description o
- Page 149 and 150: Figure 91 . Site of the pedon chose
- Page 151 and 152: -133-Environmen tzones .The Tocher
- Page 153 and 154: -135--The steep slopes and the rela
- Page 155 and 156: -137-Table 50 . Brief description o
- Page 157 and 158: Figure 97 .Site of the pedon chosen
- Page 159 and 160: -141 -EnvironmentThe Watchtower soi
- Page 161 and 162: -143-Table 53 . Brief description o
- Page 163: -145-The stoniness and periodic sno
- Page 166 and 167: Brief description of the pedon chos
- Page 168 and 169: -150-late snowmelt areas or streams
- Page 170 and 171: -152-The soils have been rated acco
- Page 172 and 173: -154-Table 58 . Guides for assessin
- Page 174 and 175: -156-Table 60. Guides for assessing
- Page 176 and 177: -158-Table 62. Guides for assessing
- Page 180 and 181: -162-Table 66 . Frost design soil c
- Page 182 and 183: Table 67r Interpretations for selec
- Page 184 and 185: (cont . )Table 67: Interpretations
- Page 186 and 187: -168-(cont . )Table 67 : Interpreta
- Page 188 and 189: -170-GLOSSARY'AASHO classification
- Page 190 and 191: -172-Clay films (skins) - Oriented
- Page 192 and 193: -174-Field capacity - The percentag
- Page 194 and 195: -176-Humification - The process by
- Page 196 and 197: -178-Mechanical analyses - See part
- Page 198 and 199: - :180-Permeability, soil - The eas
- Page 200 and 201: -182-Slump - A landslide characteri
- Page 202 and 203: -184-organic carbon, or both .BC -R
- Page 204 and 205: -186-Granular - More or less rounde
- Page 206 and 207: -188-Unified Soil Classification Sy
- Page 208 and 209: -190-Bei I, C .E . 1966 . An ecolog
- Page 210 and 211: -192-Hutchinson, D . E . 1976. Reso
- Page 212 and 213: -194-Soil Research and Plant Resear
- Page 214 and 215: -196--Appendix A :Selected chanical
- Page 216 and 217: Appendix BtEngineering test data fo
- Page 218 and 219: Appendix B : Engineering test data
- Page 220 and 221: Appendix B : Engineering test data
- Page 222 and 223: -204-Appendix D :Common names and t
- Page 224 and 225: -206-HERBS (cont )Common Name sCow
- Page 226: -208-MOSSE SCommon Name sCladina mi
-161-Table 65 . Guides for assessing soil susceptibility to water erosion .The evaluations of soil susceptibility to water erosion are based on the assumption that natural geologic water erosion is expected and accepted . Thus, th epredicted erosion potential applies only when man's activities (including fires) cause a loss of vegetation on the soil surface which leads to accelerated erosio nof that soil surface . It is also assumed that most of the activities which occur within the Park will not cause a disturbonce which is deep enough to penetrat ebelow the sedum . Accordingly, the predicted susceptibility to erosion applies only to the surface 25 to 50 centimeters of the soil .The susceptibility to water erosion of the mapping units (Table 67) was evaluated by means of the graph which Is presented in Figure 107 .The soil ratings, K, (Table 65a were estimated by the method of Wischmeier, Johnson and Cross 0971), (Figure 107) and the slope angle ratings were adopted i npart ham Rutter(1968) . The divisions on the graph are arbitrary, and are based on observations and published data .Field observations made during the soil survey indicate that in Yoho there are two main exceptions to the foregoing procedure for estimating susceptibility to wate rerosion . The soil erodibility factor, K (Figure 107) is a poor estimate of erodibility in lime rich horizons (Ck, Cca) or dense till materials . These materials ar egenerally found below the solo. and were not considered in the susceptibility to erosion ratings . Where the erosion potential of the parent materials or lime cemente dtills is of interest, it con be evaluated by Rutter's (1968) method, using soils information which is presented in this report .The second exception occurs when soils contain appreciable quantities of coarse fragment s ) (greater than 2 mm) . Coarse fragments aren't evaluated by the soi lerodibility factor, but the problem is partially evaluated by the dashed lines in Figure 108 .Table 65a . Soil credibility ratings (K values) determined usin gFigure 107 .Mop Unit K Value % Coarse Fragment s 2PROCEDURE : Wbr,aeee+ob 10 .10.3 .0 mml, , 400,Mll uerce. b nn pbuNn i n JOpueMe l;SP, uM S%,OM }.Bt,u k+ue ], pnmeWeuv!SOb un . •O.JI .Figure 107 . Soil-erodibility nomograph (token Pram Wischmeier, Johnson, and Cross 1971) .Soils with greater than 20% coarsefragments (C .F . = 2 mm to 25 cm )are less susceptible to erosion an dthe band between the dashed linesIndicates moderate erosion risk i nsuch cases .K values are poor estimates ofcredibility in Ck or Cca horizonsespecially in tills which are alsodense, and estimates made fro mthis figure exclude lime-cemente dhorizons .Figure 108 . Erosion hazard of soils .70SK-352K•2000%Lo werosionrisk,hsodera t \hNihs! nos rOnrisk` \HigherasionriskLow Moderate 30Y. High80%IA01 (EF) (GPOSLOPE ANGLE RATIN GBC 1 0 .50 < 2 0BC 2 0 .60 < 20BC 3 0 .60 < 20BG2 0 .25 >2 0BG 3 0 .50 > 20BG4 0 .45 >20B G 5 0 .55 < 20CM1 0 .30 20DS 1 0 .45 < 20FL 1 0 .35 > 20H01 0 .60 < 20HR 1 0 .20 < 20HR 2 0 .45 < 20K11 0 .60 < 20K12 0 .60 < 20M01 0 .35 > 20NI1 0 .40 < 20OD 1 0 .30 < 20OG 1 0 .30 < 20OG 2 0 .35 < 20OH 1 0 .25 > 20011 0 .40 < 20OL 2 0 .45 < 20001 0 .30 < 20002 0 .30 < 20OP 1 0 .20 >20OT 1 0 .35 < 20SI1 0 .40 >20SI2 0 .35 20WR2 0 .40 >20WR3 0 .55