PERMFILE132451

• Permit No: M1985072
• IBM Index Class Name: Permit File
• Doc Date: 7/11/1985
• Doc Name: TAMARARCAZ GRAVEL PIT
• Media Type: D
• Archive: No

66 ~ SO1L SURVEY •
TABLE 6.-Engineering

l
S Suitability ns source of- Soil features affecting-
oi
series
and map symbols Topsoil Suml and gravel Road fill Ponds and Embankments,
reservoirs dikes, and levees
Jerry: ]eE ........ .. .............. Fair: heavy clay Unsuitable: fine- Poor: A-7; Slope is 5 to 30 Moderate shrink-
loam at a depth grained ma- plastic clay; .percent. swell potential;
of 11 inches. terial, moderate poor compaction
shrink-swell characteristics.
potential.
°Kezar: I(<E .......... ....... _... Poor: high gravel Unsuitable: bed- Poor: bedrock at Permeability Cood stability;
For Cathedral part of content. rock at a depth a depth of 20 to greater than 2.0 moderately to
KcE, see Cathedral of 20 to 40 40 inches. inches per hour; highly pervious.
series. ~ inches. slope is 5 to 35
percent; bedrock
at a depth of
20 to 40 inches.
Kubler: xvE ............ ........ Fair: gravelly; Unsuitable: fine- Poor: A-7; plas- Slope is 5 to 35 Ponr compaction
clay at a depth grained ma- tic clay; high percent. characteristics;
of l0 inches. terial, shrink-swell high shrink-
potential. swell potential.
Leaps: teE ........................ Fair: 10 inches of Unsuitable: fine- Poor: A-7; high Slope is 5 to 30 Poor compaction
silty clay loam grained ma- shrink-swell percent. characteristics; ~
over silty clay. terial. potential; high shrink-
plastic clay. swell potential.
•Lucky: thF ......-._.._........ Poor: ]5 to 20 Unsuitable: bed• Unsuitable: A-2; Slope is 5 to 45 Bedrock at a depth
For Cheadle part of percent gravel. rock at a depth bedrock at a percent. of 20 to 40
thF, see Cheadle of 20 to 40 depth o[ 20 to 40 inches.
series. inches; execs- inches.
_ sive fines.
Meredith: MeF ... .. Poor: very stony Unsuitable: ex- Poor: excessive Slope is 8 to 50 35 to 70 percent
and gravelly; cessive stones. stones. percent; mod- stones.
strongly acid. crate perme-
abilit .
Mergel ...... ....... ............... Poor: gravelly Yoor for gravel; Good: A-1; cob- Slope is 5 to 45 Low compressibil-
. Pped only with excessive fines. blestones may percent; mod- itr; medium
Partin soils. be present. erately rapid con:-ac!^_d per- '
permeability. meability; me-
dium piping po-
tential.
Mord: MoE ....... ... ..... Fair: 5 to 15 per- Unsuitable: fine- Poor: A-6 and Slope is 5 to 30 Clayey material;
cent gravel and grained ma- A-7; moderate percent. poor compaction
cobblestones. !. terial. shrink-swell characteristics:
potential; low
shear strength.
i
Morop: MrE ....... ............... Yoor: stony..'•~ Unsuitable: fine- Poor: A-4; high Slope is 5 to 40 Low compressibil-
grained ma- shrink-swell po- percent. ity; piping
terial; stony. tential; low hazard.
shear strength.
l;utras: NuF ~ ....... .. ....... Poor: stony...... Unsuitable: fine- Poor: A-7; mod- Slope is 5 to 90 Clayey material; i
grained ma- crate shrink- percent. low compress-

terial; stony.
swell potential; i
ibility; 25 to 55
low stability; 25 ~ percent stones. ,
to 55 percent
stones.
•Partin: FhF, PmF ..............._.. Poor: 30 percent Unsuitable: fine- Poor: A~1 to Slope is 5 to 45 Medium compres-
For Hopkins part of stone fragments. grained ma- Ate; 40 to 80 percent; very sibility; material
FhF, see Hopkins terial; stony. percent stones stony below a limited by high
series. For Mergel below a depth of depth of 31 stone content
part of FmF, see ~ 31 inches. inches. below a depth of
Mergel series. ~ 31 inches.