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DESCRIPTION INTfIAL SYSTEM REPAIIL SYSTEM OTHER FA CTORS (.1946):
Available Space (.1945) s^ ~' SITE CLAiSIFICATION (.1948): s°~, a j~R.E3t_E'
System Type(s)
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OTHER(S) iPRESENT:
Site LTAR
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COMMENTS:
LEGEND
use the.followin~ standard abbreviations
SOIL CONVENTIONAL LPP MINERALOGY!
LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* ,CONSISTENCE STRUCTURE
CC (Concave Slope)
CV (Convex Slope)
D (Drainage Way)
DS (Debris Sltunp)
FP (Flood Plain)
FS (Foot Slope)
H (Head Slope)
L (Linear Slope)
N (Nose Slope)
R (Ridge)
S (Shoulder Slope)
T (Terrece)
I S(Sand) 1.2-0.8' 0.6-0.4
LS (Loamy Sand)
II SL (Sandy Loam) 0.8 - 0.6 0.4 - 0.3
L (Loam)
III SCL (Sandy Clay Loam) 0.6 - 0.3 0.3 - 0.15
SiL (Silt Loam)
CL (Clay Loam)
SiCL (Silty Clay Loam)
Si (Silt)
NEXP (Non-expansive) G (Single Grain)
SEXP (Slightly Expansive) M (Massive)
EXP (Expansive) CR (Cnrmb)
GR (Granular)
SBK (Subangular Blocky)
ABK (Angular Blocky)
PL (Platy)
PR (Prismatic)
MOIST WET
VFR (Very Friable) I3S (Non-atidcy)
N SC (Sandy Clay) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (Slightly Sticky)
SiC (Silty Clay) FI (Firm) S (Sticky)
C (Clay) VFI (Very Firm v. Very Sticky) VS (Very Sticky)
O (Organic) None EFI (Extremely Finn) NP (Non-plastic)
SP (Sli~tly Plastic)
*Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater slow and quality. P (Plastic)
NOTES VP (Very Plastic)
HORIT_ONDEPTH In inches below nahual soil surface
DEPTH OF FILL In inches from land surface
RESTRICTIVE HORIZON Thickness and depth from land surface
SAPROLITE S(suitable) or U(tmsuitable)
SOIL WE77VESS Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less -record Mansell color chip designation
CLASSIFICATION S (Suitable), PS (Provisionally Suitable), orU (Unsuitable)
Evaluation of saprolite shall be by pits. '
Long-term Acceptance Rate (LTAR): gaUday/ft=
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