20070993 Ver 1_Buffer Determination Request_20070611 (2)

urrs;
Cr 1 :_..
Cn Ae
CrC2
GrC
Gr 0 CrB2 S
CrB2 Cr .62
D fMC2 U v . !dll3Z
MW
CP
rr• -
a i 7
CrC2 � C { � CrG
., J r CrB2 i
,tAe f
E `
} _ B\ B2 'c �y ;CP PkF .Fl!fC
( �Fi 'iirc2.. A fCnl v t. ! r8.
GrC
_te_ / _ PkF
n. : WC
CrB2
Gf$ �c
tiJZ Crf •,• V;fD2
v CrB2 D2 � ,
GrC2 1. N. #C
fv;e C`n
Grt� M #e
c i Mf Crr7'1 %PkF
. 1�lVf
t - fC2
WD2 `. #
7� PkF
j
11
fdfC2 PkF
Sy
PkC �tAfD2 MfC
J
y f M Cff32 C B
fr� ' ?o
' MfC2 �v `� Gu
Mf62 iaS CrC2 kF
i t t
0 Project Boundary* /C
D NRCS Soil Boundary
Soil Mapping Units a y 1
Non- hydric Soils with Hydric Inclusions
Cm Chewacla soils J FkF_
Non -h dric Soils
y
CrC2 Creedmoor sandy loam,
6 -10% slopes, eroded
r.C-r
(v�r t `* ` • Crag
<<r y
EnD2 Enon fine sandy loam, `
10-15% slopes, eroded PkF _ M, W7:
PkF Pinkston sandy loam, MfC2
10 -45% slopes kC Ma
'Location and extent is approximate.
,f
0 500 1000
q,pkC•• M" qtr°..
Feet Pi / b
Source: NRCS Soil Survey of Wake t: i p - h /f Cf82
County, NC, 1970; Project boundary
provided by Wake County GIS.
Disclaimer. The information depicted on this figure is for
informational purposes only and was not prepared for,
and is not suitable for legal or engineering purposes. •x.
ENVIRONMENTAL
` SERVICES, INC.
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P \ Geu Gra\ Pmjects\2007\108 \FIG_soils.odr; 06107/07; 1:30 PM
Project: ER07108.00
Date: Jun 2007
Drwn /Chkd: AJS /JH
Figure: 2