SOIL SURVEY

SOIL SURVEY SOIL SURVEY

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-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

-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

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