20110993 Ver 1_sw report 11-4-11_20111110

Hydrologic Soil GroupWake County, North Carolina
(Woodfield Creek)
7 2 2 0 3 0 7 2 2 1 0 0 7 2 2 1 7 0 7 2 2 2 4 0 7 2 2 3 1 0 7 2 2 3 8 0 7 2 2 4 5 0
3 5 ° 5 7 ' 3 5 ' ' 3 5 ° 5 7 ' 3 4 ' '
L o B
L o D
A p C 2
C e D
W m E
A p B 2
A p D
W y A
P a F
3 5 ° 5 7 ' 1 4 ' ' 3 5 ° 5 7 ' 1 4 ' '
7 2 2 0 3 0 7 2 2 1 0 0 7 2 2 1 7 0 7 2 2 2 4 0 7 2 2 3 1 0 7 2 2 3 8 0 7 2 2 4 5 0
M a p S c a l e : 1 : 3 , 0 1 0 i f p r i n t e d o n A s i z e ( 8 . 5 " x 1 1 " ) s h e e t .
M e t e r s
0 2 5 5 0 1 0 0 1 5 0
F e e t
0 1 0 0 2 0 0 4 0 0 6 0 0
Natural Resources Natural Resources Natural Resources Natural Resources Web Soil Survey 10/29/2011
Conservation Service Conservation Service Conservation Service Conservation Service National Cooperative Soil Survey Page 1 of 4

(Woodfield Creek)
Natural Resources Natural Resources Natural Resources Natural Resources Web Soil Survey 10/29/2011
Conservation Service Conservation Service Conservation Service Conservation Service National Cooperative Soil Survey Page 1 of 3

BUILDING'S 9.12, SEWER EASEMENT AND POOL BORINGS J w
BUILDING 11 z
B•35 C•14 BUILDING 12 G
310 1
1 1 POOL 310 Z
B 32 SEWER EASEMENT
3l yM 4b � I
B•33 48 3t yr
I 3B sM 92 �
BUILDING 10 b1 34 13 m C•1 8,36 ■
BUIIDING9 ( SM �' 11 z9o,9 � 1 8.31
29D 298,9 9 Ml 8010 WwfhWPock 6
0 B 30 4 z
sM EL 291,20 AR @ 16,0' e sM 2z C.2 , ,1 , 288 4 290 m
z8z,b 2840 1z 2 sM 1 C 3 13 r
._ ..1_`_ zz sM (DRY) EL 89,00 13 sM zz 11 3 sc sM m
8 26 B 26 r (DRV) E08 @ i5 0' 22 SfH 30 I C 4 C 5 11 yM 11 sM sc vl
1 1 y sM E12B2,50 1t 88 AL 1 8 sM Z W
10 39 SM bl (DRY) 38 4388 33 W
Woathvad Rock
MI 33 A 19 10 SM ■� O
210
it MH to 39 E09 @10,0' , , , , , , q 33 31 , AR 11,4' Z
(N sM SM EL 21290 s0l9 �!3 w�fh��dR 34 � 18' � 18 ,� , EEl @ 15,0 EL 2@14,60 210 �
l4 9 Wafhtr�dRock
zf SP to yM 90l3 w�fh�edao�k (DRY) �ro � l8 � EL 213,00 (DRY) I' � W W
l4 sP E08 @ 10,0' SR @22.0 9010 3012 Wwthcred Rak f1 39 (DR17 W i
EOB @ 1D,0' EL 263,50 AR @ 16,3 El 266,00 SR @18.0 E06 @ 10,0' J 4
EL 262,10 (DRY) EL ?64,00 Vo 94l3 w���� Rik EL 26400
EL 260,50 (bRY) (DRY) SR @11,0' II�
(DRY) E126090 8014 Wwfhercdw (DRY) V
250 , . , , , , . , , , , , , sora
SR @2?9' . , , , 250 4
EL 252,D0
J Z
rII
�i
GARAGE ANO ROADWAY BORINGS a
GARAGE
330 ROADWAY
,
� 330
C•20 C 19 a
1 I W
H
39 B 14
C-18 Wz3
3014 W�lharadRcek 3414 1
310 1. 9014 . . , , , , 3013
WeathdtdRock . . . O
16 9013 W2a6v d P4C 11 9010 33 SM B 21 310 N w
21 � ■
1 4o 9010 I AR @ 11,0'
31 a SR @12,5' EL 306,00 66 sP•SM I 0
18 20 IMLzr (DRY) AR @ 8.3' 1
(DRY)
30 3010 2929 l6 294,D EL 30110 8-19 13 Z V
� 09D,h (DRY) 291,5 ( EOB @ 5,0 m O W
290 zz EL 295,00 C Zi z9oo 291,0
zl sM (DRY) t 45,W
zb yM 1 z810 2810 (DRY-' 290
w E08 @ 15,01 EOB @ 15,0' zez,D B 3 14 a B 24 W
EL 283,00 El 28400 i6 I EOB @ 5.0 I z F
(DRY) (DRY) fa EL 282,50
19 210
sM zrz,0 (DRY) a
4 EGS REVISIONS
210 C2?. 9� a 21�sc
3aro w� Rxk
AR @ 15,0' I E09 @ 5,0' El 212,00 SOB
El 268,00 EL VA (DRY) El 271,00
(DRY) a (DRY) (DRY)
42
33
33 SM ENGINEER DRAfTgJG
250 TCM DAW
. EOR @ 1D,0' . , , . , , 250
E125200 SCAB
(DRY) A$ SHOWN
PROJECTNO,
SCALE 0614917.9
VERTICAL SCALE 111:20' SHEET
HORIZONTAL DISTANCES ARE NOT TO SCALE FIGURE 02
DATE 10-04-01