SW1100801_HISTORICAL FILE_20101025

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
C
DOC DATE
l:rlwI(%A__ra
YYYYMMDD

STORMWATER MANAG,,EMEN7r,'f-,L,AN ­.'J,
NARRATIVE &
SUPPORTING CALCULATIONS
FOR
UNITED COMMUNITY BANK
BIORETENTION AREA
ETOWAH
HENDERSON COUNTY
NORTH CAROLINA
-1/isho
PREPARED BY:
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS
ONE TOWN SQUARE BLVD, SUITE 320
BILTMORE PARK
ASHEVILLE, NORTH CAROLINA 28803
JULY 2010
Rev. SEPT. 2010

(Precipitation Frequency Data Server
Page 1 of 4
POINT PRECIPITATION
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14
North Carolina 35.318 N 82.597 W 2112 feel
from "1'rccipitatinn-1=rcyocncy Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
(;.M. Bonnin, D. Martin. 11, Lin, T. Yarzyhok, M.Yel-ta. and 1). Riley
NOAA, National Weather Service. Silver Spring. MaryLmd.2111U
Lstractc& Thu Jim 24 2010
Confidence Limits Seasonality Related info, Gf5 data Maps E Return to State Map
Precipitation Intensity Estimates (in/hr)
ARIA`
I!}
mmmm
�����
15
30
min
hll
murl
l2[I
3 hr6
hr
12 hrM170.
Z1bGJL6iJLAd
10
20
30
[LF
0$min
clai
man--
I s 14.57
3.[i5 3.04 ? 08
1.3O 0.77
0.56
37J 0.23
f}.05 (}.Oi U.U3 (}.!)2 (}.(}1 0.01 0.01
0
5.44 4.14 i.b4 2.51
1.58 (}.93 O.h7 0.44 0.28
0.06 0.04 0.03 0.02 ().(}2
0.01
0.01
0 h.4t) 5.20 4.38
lf} 7. iO 5.83 4.92 57 2.32 1.36 U98 O.C3 U.4O
25 8.35 C.GS S.fi2 4.16 2.77 1.64 1.18 0.76 0.47
51} 9. ] 3 727 6.14 4.62 3.13 1.8fi I .ZS (}.87 0.53
10f1 9.)4 7.�)O 6.65 5.10 3.51 2.09 I.S3 0.99 0.59
20f1 I U.73 8.51 7. l fi 5.57 39l 2. i4 1.7 1,12 {).b6
(},24
O.14
U.UB
0.[}5
U.O4
O.U3
O.U2
0.02 0.02
(}.29
0.17 0.!}g ().(}6 0.05 0.03 O.f)2 (}.f}2 0.[}2
(}.32
O. i) 0.10 0.O7 0.{)5
0.03
O.U3 0.(}2 0,02
U.3fi
O.21
O.l ]
o.U7
(}.06
O.U4
U.O3 0.{)2 {).02
U.3)
0.23
U.12
0.O8
(}.U(i
f}.f}4
O.03 0.02 0.02
50t1
I
0.07 0 04 0.0 i 0.02 f}.O2
littp:Hh(isc.nws.iioaa.gov/cgi-bin/hclsc/bLlildout.perl?type=lclt&units=us&series-pd&Staten... 6/24/2010

t
William G. Lapsley & Associates, P.A. JOBC.
Consulting Engineers and Land Planners (D1 l92 5
2 Town Square Blvd. Suite 320 sHEETNo. of
Biltmore Park -7/ �5 ► o
Asheville, North Carolina 28803 CALCULATED BY BATE
[phone] • FAX [phone] G-rJ e.�/
CHECKED BY DATE
SCALE
5 j 0 fi h' l - 5 G B 1 2 G A 5 i, l d 2 3 4 S 8 1 4 1 23 4 5 e 8 1 y_
Lf
tD 0 �t-L
U z
5
1
o
c1 o �j { �.��'` `��r i d-�� ✓�C� �-'', 6-cj ( 0. IDS
� � �\
U .1Ll F
C' 4�}. 1 �� to r �{ l • L, ✓k C
1
O.v-7cS.
�� "t-•Y-�(-Fr CC..- V .F �( V.� 'f 0, Q- C
3
Y
1^
A � �
5
h
.17coj', �e.6 = 3 139-3
2105
D PRODUCT207

William G. Lapsley & Associates, P.A. JOBS,�3
Consulting Engineers and Land Planners
2 Town Square Blvd. Suite 320 SHEET NO. OF
Biltmore Park -7 l 5 l V
Asheville, North Carolina 28803 CALCULATED BY DATE Cf
[phone] * FAX [phone] CHECKED BY �'C� Din EJ I 11-3 11 C)
SCALE
1 B ? 9
yam.
+
O� S � ; ce_ � ✓� 5,�1:-�'- a-Q r !'J �1( �-a�+ :5c 1�0. Tc��,
1
Palms - � ev a..tn�,w.2•�,�^ ;
1 _ � �
2tr� L. i
:.� k 2 � S : -�-y 5 � �.w� ; .n-�-�' �'a: 6 � rep,-e � k: a ✓� c �1\ ,
QnIF O
V
S
a
1
6
3
4
2
t
6
S
2
.. d
2
D PRODUCT207

1
William G. Lapsley & Associates, P.A. JOB tom..: Co 0.'V E.r f3o,-.VII
Consulting Engineers and Land Planners C�
2 Town Square Blvd, Suite 320 SHEET NO. 3 of
Biltmore Park
Asheville, North Carolina 28803 CALCULATED BY DATE
[phone] • FAX [phone] CHECKEDBY DATE
SCALE
1�C Ve-r M: S2\C.0 �1' SO. TUB
``✓O `�
I
lMe ��
Vo�ur e) 6
s
6
V _rf _
5
]
A_ : 5 0 -Z� ✓l/L�.c\..: q
p
&C)
{
z
F.sr 0 -9LI
�. !
E
�r
o ✓� a �' cl. tl 1. v.w• ¢_ co v
nti
4� f
�r I
�p-r✓'sl_ i�ra�—i�uw✓1 M2-12� �•{9 �Uvr� �UK)
0 PRODUCT207

William G. Lapsley & Associates, P.A. JOB
Consulting Engineers and land Planners
2 Town Square Blvd. Suite 320 SHEET NO. - __ of 5
Biltmore Park
Asheville, North Carolina 28803 CALCULATED BY DATE
[phone] FAX [phone]
CHECKED BY G-T-J DATA
SCALE
3 1 1 5 5 b 2 D 1 5_ e d ! S b B 5 2 + 5 e 4 1 3 '+ 5 E 3 2 3 1 5 C 1 a 1 2 3 1 t t S a 1
�-C l O— C t. ✓a- — 5
.s
0 - 7(, v4 c ) - - cf s,t � %��..�`..0 �.�,�t,_.✓1 c.1 . e
1 p r
. n
r {� V-\ j
� f
Q I Ll�•-$-��-^G-4Z�
{
�Ilk
.. .... ... .. ... .., f
C:-V �` �Ir x �j' 17a� U rn a✓, '-� ��� 3'
9—
Q= Cw
li 1
2 5 Ts 7 I.
D PRODUCT207

William G. Lapsley & Associates, P.A. JOB U c_CS
Consulting Engineers and Land Planners
2 Town Square Blvd. Suite 320 SHEET No. S of
Biltmore Park -7 1 t5 Ito
Asheville, North Carolina 28803 CALCULATED BY DATE
[phone] • FAX [phone] CHECKEDBY , DATE
SCALE
D PRODUCT 207

r
K E S S
=` 1 oCT. 2 5.2010
E
w �TFl3 UALITY SF.Cl-'Cjq ±
As
E N G I N E E R I NG
t
G R CI U P u
x
P
r~`
WU
of Gec � ohnical Explorat10
.��a`I�,b xis: • ' �;h�., . �
> L�n�ted,�Gommun�tyBank,
rEtcawehy 1\Iorth9lComoline w
yr'a J) � S?�i��'� '��:� aA •i.f 1, aT+ 4f1i;:.� t'�1„ :,§*� ��tr �, '� ;., a,: i":
yPrepareti for,
Mr. Josh Nick
ol
q Clark & Leath
erwooil inc
� R
iF
r f.
Hi` S
itf
Ri
1794ndustrial Park Drive 1!
^Waynesville, North Carolina 28786'r''
Prepared by
r.;.
Kessel Engineering Group, PLLC ;, $11
r .M
Mooresville��North Carolina _
f
July 23, 2010
yR 1 h
Y to
KEG Project Number-JM10-1892-01 'Y

I[
July 23, 2010
Mr. Josh Nickol
Clark & Leatherwood, Inc.
179 Industrial Part: Dr.
Waynesville, North Carolina 28786
Mr. Nickol,
Report of Geotechnical Exploration
United Community Bank
Etowah, North Carolina
KEG Project No. JMIO-1892-01
1 j
,,K%E1 S 1� E` L..
-
'ENGINEERING
R` 0'U `P,
Kessel Engineering Group, PLLC (KEG) is pleased to present this report documenting our geotechnical
exploration performed for the United Community Bank project located in Etowah, North Carolina (reference
F igure l presented in the Appendix of this report).
� E
Performance of the exploration was initiated at the request of Mr. Josh Nickol of Clark & Leatherwood in an
email to our Mr. Ron Anderson, P.E. and Mr. Brian Rice, E.I. dated July 1, 2010, and in general accordance
with the scope of services discussed which are outlined in our proposal dated July 23, 2010 (KEG Proposal No.
PM 10-969-01).
This report presents the findings and recommendations of the geotechnical exploration performed for the site
that will be the location for the new United Community Bank facility located in Etowah, North Carolina. The
purpose of this geotechnical exploration is to determine subsurface soil and ground -water conditions at the site
and utilize this information in developing geotechnical design and construction recommendations.
We appreciate the opportunity to provide our professional services to you on this project. We also provide
construction materials testing services and hope that you will consider Kessel Engineering Group for these
services as the project nears construction. Please feel free to contact us if you have any questions or if we can
be of further assistance.
Sincerely,
\`fit i 411 ! 1 //"
Kessel Engineering Group, PLLC �¢�V%a�i��/
•'r, C. U o �.
a SEA!. ter;
Ronald L. nderson, P.E.
- 3048f
Senior Engineer
',, ler*
Registered, North Carolina 30461
z;-;, l �) r
Brian D. Rice, E.l.
Staff Professional
KESSEL ENGINEERING GROUP
224 ROLLING HILLS ROAD SUrrE 3A I MOORESVILLE NC 28 t 1 7 I P:17041 799- 1 Of 4 t F.17041 799- 1 0136
WWW.THEKESSELGROUP.COM

SOIL TEST BORING NO. B-8
K E S S E L
PROJECT: United Community Bank PROJECT NO.: JM10-1892-01
"XI
CLIENT: Clark & Leatherwood DATE START; 7-9-10 END: 7-9-10
fie,
LOCATION: Etowah, North Carolina ELEVATION: 2108 (feet
E N G I N E E R I N G
T
DRILLER: Carolina Test Borings, Inc. LOGGED BY: B. Rice
G` R v u P
DRILLING METHOD: Hollow Stem Auger
DEPTH TO - WATER> INITIAL: - 14 It AFTER 24 HOURS: T CAVING>M 17 ft
ELEVATION/
SOIL
Uj STANDARD PENETRATION RESULTS
DEPTH (FT)
DESCRIPTION
TYPE
a BLOWSIFOOT
CO
2 5 10 20 30 40 50 70 90
Firm, Red, fine sandy SILT with fibrous roots (Fill)
2
2
N=6
3
2105
Orangish brown, fine sandy SILT (Residual)
5
Very Loose, Yellowish Brown, silty fine SAND -moist to wet
2
1
N=2
46
1
2100
1
WOH
N-1
10
1
2095
Firm, Strong Brown, silty fine to medium SAND -wet
2
2
N=6
•
15
4
2090
Stiff, Light Brown and Gray, Very Micaceous, fine sandy
SILT -moist
4
4
N=9
•
20
6
Soil Test Boring Terminated at 20.0 feet.
SOIL TEST BORING NO. B-8
Sheet 'I of 1

KEY TO SOIL CLASSIFICATIONS AND CONSISTENCY DESCRIPTIONS
Penetration Resistance'
Relative
Particle Size Identification
Blows per Foot
Density
Boulder; Greater than 300 mm
SANDS
Cobble: 75 to 300 mm
0 to 4
Very Loose
Gravel:
5 to 10
Loose
Coarse - 19 to 75 mm
11 to 20
Firm
Fine - 4.75 to 19 mm
21 to 30
Very Firm
Sand:
31 to 50
Dense
Coarse - 2 to 75 mm
over 50
Very Dense
Medium - 0.425 to 2 mm
Fine - 0.075 to 0.425 mm
Silts & Clay: Less than 0.075 mm
Penetration Resistance'
Consistency
Blows per Foot
SILTS and CLAYS
0 to 2
Very Soft
3 to 4
Soft
5 to 8
Firm
9 to 15
Stiff
16 to 30
Very Stiff
31 to 50
Hard
over 50
Very Hard
' ASTM D 1586
KEY TO DRILLING SYMBOLS
® Grab Sample
Q Groundwater Table at Time of Drilling
Split Spoon Sample
❑1 Groundwater Table 24 Hours after Completion of Drilling
Undisturbed Sample
KEY TO SOIL CLASSIFICATIONS
•
.'• Well -graded Gravel Low Plasticity Clay Clayey Silt
GW CL Eff MH
° Poorly -graded
IO(A; GP Gravel GLS Sandy Clay
/LEEILLE//
Sandy Silt
MLS
Sand
SW
N�!
Silty Sand
SM
Topsoil
TOPSOIL
High Plasticity Clay Silt Clayey Sand Concrete
CH ML SC ^''4 `'r' AS

Laboratory Test Results
Permeability Report (Sample B-8)
Particle Size Distribution (Sample B-8)

PERMEABILITY TEST REPORT
TEST DATA: SAMPLE DATA:
Specimen Height (cm): 8.61 Sample Tdentificotion: B-�7 UD @ 3.5'-5,
Specimen Diameter (cm): 7.21 $
Ory Unit Weight (pcf): 78.6 Visual Description: Orange -Brawn Fine Sandy
Moisture Before lest (7.): 41.1 Silt (ML)
Moisture After Test (7): 40.5 Remorks:
Run Number: 1 • 2 e
Cell Pressure (psi): 57.0 Maximum Dry Density (pcf):
Test Pressure(psi): 52.0 Optimum Moisture Content (%):
Bock Pressure(psi): 50.2
Diff. Head (psi): 1.8 Percent Compaction:
Flow Rate (cc/sec):2.4oxto--3 Permeameter type: Flexible Wall
Perm. (cm/sec) : 4.5n x to -s Sample type: Shelby Tube
0
0 q
20
1 x 10--5
8 x 10-6
6 x 10--6
4 Y io--6
2 x 10-6
1 a 10^-6
0 5 10 15 20
AVERAGE HYDRAULIC GRADIENT -- dH/L (cm/cm)
Project: United Community Bank Project No.: SL-202-05
Location: Etowah, North Carollno File No-: JM10-1892-01
Date: 07-13-2010 Lob No,: M167
Tested by: MH
PERMEA91 LITY TEST REPORT
Checked by: CPT
SUMMIT ENG . & CONST . SERV . , INC. ITest: CH - Constant hood
TIME - t (sec)
2500 5000 7500 10000

K
LL-
Z
U1
U
x
w
a-
Particle Size Distribution Report
VIV\IIV VIL4.-111111.
% Gravel % Sand % Fines
Coarse ; Fine Coarser Medium 1 Flne Silt Clay
0,0 0.0 1 0.0 1 0.0 1 0,6 1 43,1 56.3
SIEVE
SIZE
PERCENT
FINER
SPEC,'
PERCENT
PASS?
(X=NU)
0,375
100.0
44
100.0
#10
100.0
920
100.0
1140
99.4
460
91.5
9140
G8A
Q00
56.3
(no specification provided)
Location: B$ UD a 3.5'-5'
Material pescriRtion
Orange -Brown Pine Sandy Silt
Atterbera Limits
PL= LL= Pl=
Coefficients
D90= 02331 D85= 0.1885 D60= 0.0835
D50= D30= D15=
D10= Cu= Cc=
Classification
USCS= ML AASHTO=
Remarks
Date: 07-16-2010
Summit Engineering Client: KesselEngineering Group
Project: United Community Bank Etowah (J1.410-1892-01)
i
Ft. Mill South Carolina Projec
Tested By: Mimi Hourani _

BY,A
�ffl
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr, G. Thomas Jones III, PE
William G. Lapsley & Associates, P.A.
One T own Square Blvd,
Suite 320
Asheville, North Carolina 28803
Dear Mr. Jones:
Coleen H. Sullins { r':`":a.z_, a..,,..,...... ..,cam ,,r.:., . __.pee'.E,reeman
Director `� ' "' Secretary
S
a
Subject: Request,for Additional Information F
Stormwker.Project. No:;5W1100801.
United Community Bank
Henderson County
August, 2010
i
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on August 9, 2610. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
1. The post -development 1 y,, 24-hr peak flow on the bioretention cell supplement appears incorrect.
Please revise without routing through the proposed BMP and include the calculations in the project's
stormwater calculations• v tion,
2. Please provide the following items that were not included from the Required Item Checklist on the
Bioretention Cell Supplement Form: recorded drainage easement and public right of way,
boundaries of drainage easement, cell dimensions and indicate the P-Index between 10 and 30.
3. Considering adding notes to C-200 to emphasize that (1) in -situ soils must not be compacted by
equipment, and (2) the bottom of the cell should be scarified prior to cell material installation to
promote infiltration.
The requested information should be received by this Office prior to September 2, 2010, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. If you need additional time to submit the information, please send your request, including
date by which you expect to submit the required information, to my attention. The Division is allowed 90 days
from the receipt of a completed application to issue the permit.
Please reference the State assigned. -,project number on all correspondence. New original documents must be
provided and copies are not acceptable. If you have any questions concerning this matter feel free to contact
me at [phone] or brian.lowther[?ncdenr.-gov.
Sincerely,
�= z
Brian Lowther
Environmental Engineer
cc: Asheville Regional Office
DWQ Central Files
Stormwater Permitting Unit Files
Wetlands and Slormwaler Branch One
1617 MO Service Center, Raleigh, North Carolina 27699-1617 North Carolina
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604 �+ifl
Phone nm 919-807-63001 FAX: [phone] Customer Service: 1-877-623-6746 ii LLIly
Internet: www.ncwalefquality.org

.
i
,,
-, ..
I.
"
I.- .
.--
".'
,,
;% C I . ,, , .it . I�" P. I" }J, 1, W'��I", I , , (jr ­�. IJfv,,
%I
�
-:
'
-,
1, ,!,.
,/1
F,
L,
.
I
.'
,O
I I-
..,I
.'.l.,
1
_.
, 1
I
­
­
.� ,,
"
.,
. ".
q
I, J 1%1jf x ',4e, �4� ;�".rI ,4 I Ili� ,""I� r 1iI1$.ti ,.ij , ,,, I,,:�,',",II ,T,, ,'"-Y," ,I .i,"A I, ,4iI,0 I, ""•a e•.,­,;IIa
...
­
-k
,v
_
.- .
,-)I
�
t 4:A,,-� ,�r-7-ziI I � k .`. V x I 1
V 1k*;,", �F'"I � ,• ,- � , ,i, ", ,[1•.,44I A , � , ,I..YI� , 1-�� 4-SI. U� 6,1.
7 1 i y, ,�,1 6��� �f i I ,1.? -1:1,A �.',L,,1 4, �� , S,,I,,- 1:-4� , 1 r,, N1­} ,�',I ) I %, -AAO sI, P,,:": .,,,.°
I 1,,", �WiliaM'-L �leV m1 Ssb.ate5P"A""Fi'l" ,,) ; v1� <., 1Z.," -
I 11-r
sI ? "�"i '; 1I%,4Ll,4�-%ff 7
.
.
1
.,.`
,
I.,
,
" I " , 1'2-,�, - i,t " " 'A. 'j;I �t,". -I , � �%,-, �tJ
,`_", ,"Cor�blti)�rCi�,il'Engineers'an &s nners; s-I ,�.� %_''Y,"l, ;N
14 4- 1 � "I,,I)�-6n.,,", �, I",-�,��;�,�.,), , � IYj1;
,�"1 - ':t""'','V1., I6 L.t I A�'�li-'I­Ii-�-, _,-Ma6G" Laps1'O, P�E-"1I ,- I. �,illi�
",4­ ,).% , "�i.. irP"�h, _'°` �4.-;� ., i ,,. ,'✓" -,Willia'R:Buie,,PE*,-'-"1} ,1
ig /. -,14FI r","',A I3 w -; i"."1,l ?,, , ;i �...,) Ii'G''Thibnas'Jones III; PrE,� 2,` .
4 I I,.t)1�i, %) , " 1­t-JI , 1I 0PI J"4
t 0"" ",„ , ),� :�� � ,"X'�p-",_!�"t' ." I,'r � �, ,k'� A�, , hi 'T,,J; ij,X'
.September 13, 2010 ,y ,": r-,s ,,- I,,, j ,;v ", 4�J, Ij c L s- I;i S I "'$"�,,4. r,, ,,�
,.,
, (•,",.., ei "k�- �1, , �T".,, � 1, 4��-4 ;4 t­ ��—V , 1 - '
1t I ".jW ,)� -kJ. Ue'. , ;, ,,r 4 %4,1 ., , �I`1-�-�,; " t, 'k.1,..; , ,1,,"4 e ,�". I
9I , ,-.I ".$ ". O " 4v 11;.4 ,4 I ���, 0;t`l,;,t­i5i""A ,;. I I f ,An .f1 , "A II;r I ,, 1-1--j"H
4 I1 %i I, '""AI,, "" ,�.' ,It,"� 15 i,� A�� ',­�� 4-. I � , a
ff NI-Brian*G'LoWth r�,";. Ii �A7 t,T � , tiW1
, ��-!--� ­ 4,­I 1"Al r,,�;fIf,�"1J,.�A, ", I� ,­ -,/­
L"? .V,s ", ,",,'.��,"-NCDENR:S�brYWit6�.P�rm'itiing�,"x,,.;�T,.e,,(A�; -, -�"I,J. I;" 1�t I-4 .-'Ai.,�-"
V1, �-, ,- _.?_,• rr %, ,,_% :I ��•�w"�4" J,��-',,, �, N "". �".". j" G�
,_Y y­�';'.I .N.-Sa1isburY.-.Street".,­,,, 1�" 4 �,;"� , 1. �
,00 ",e %"� - t-Rav6h,'NC-27604 1­, .. �, 4kA4III7­-P41 " 4,"�'� t . I - I,
ei, � A9,iti.I",J i�- f t�'f"'k��'I -1­+- .�'.1�,�W� ,; -'. �,�, " 11iA1".
r71t.P, "nl., III,L,- ­V, e",,.I"' ­J�-�", li I !,A"%­,,r- -'.
J,,tA0'� t�`,' n 11 ' "r IC'' -, A)'4o - "­,
!1,e .- '_' � i-€A --6 4.�;,'k,Iv,� " ,,, fi ""P! ,"�.A. �: � , I I
,,"X.,{-VI1XI. ke",United Comunityknk, - ,% tI J, v� � � ;� . ,
- 1f;�f-,,!.iI e •.,. .14Ip�,,�I ? A 1, I :�-�,­j,"r'.%�� C!S_He6d�e5oniCo6h�NC-":'� ' 1� ,4 1',r�'�", �'
Y��,��4.�,%t­I, :,
v " �" ,;', �1I? ''r�".,I,.J­I `! I , 8�,� 7I,� �1i. 1 I """,c-f � ;,);�-"-�. tI-I",. 4"�_�. �.i ". I I -,:I
,,,,I i.,,A; qSW 110001.-"", ', i1,l ",.P'k " ,�-,:.,J. .• ;, �, J�-�,)�.-. r ,�' ,�_, , ', 1�1"
. 1,.I.�4­.-4,,�" �, %,k,,,�, A�,\, ')F .� IV_"� i"!.,4�I �'z I',4,"" i,! " - ,II i "",`:I,I ,,
), ���"d"')1 i -rti"r 1,­ ", - "4,
c 1'1-fI ,tn�1
ry_ , p I " ,""")`,, ' ,fie. �� JS ,��vA_";",r� —I 'Y", 4 , t"Op��, 1,4, ,1 9 � �, ' ;
) '�.v *"i "� "1�
Dear"WA;Lowther .,', � 1 41U z-
I
" i", " ­-_
1--'"�,, .,�­_ , ',�, "�:..."`j J
,'-,, :-�,9,�Y--­_-,,�%..,-. .
`:",rI..�
.­:, '-
(,A
-,-
0,�
..I�.,...
"V'"
"�,". ,
t-.
,_.
­
,
.',-
tf
t%.
.
'I
"
, I, " ,­qFY" " 70 �,� �,� 11� 11, f�.f,- k 4­.,1e.""yt " _ ,
.�,
.v
.-­­
�
-
-I
,�"� �VW,".O.,.i,j­- �� �','.'A:j.',4;j,,i",,A I I�\I,",, , ­, 1J,C�­j _.�j;j �1 * I ,'., �L.. ,
`W'�re,in"recitof,yoLrc6�nefitd�fdd'Augusf 2(IOlor,the aboAVeXrbf&e ce � ". ,1,
1, ,-I I , I- A"1"- �I�"'t�"_',.�, Z �,-", ,%­�­'­ , , %Is.. 1
I I e .C� %. p66je�t-and,6ffiith6jollbwing: ;,I� " ,;. ''"1l� ', � �,,
ir,.­-' �AA 1'e�,"��t,;tI;.I -'''-�4-,�1j�,..-1.,j. ­,I,.�,"X
4I
A.
%
.-
"
,
I
l
,
�
,.,
A, %�, .�, �'4is,, -I,-� ,��,­.I:J�{ ;,w"' ,- -" I- I c1.
o r ,r,% j­"" ,I - N --,-, (� "";� - ,17J�,
r," f " ",- ,,%,Ak1;WeI e'sshe,l nd`2'6fthe calculations 'ffors h6-pak,flow rates The pre'­S'!­ s"jPt`
,, 1,. ,� t , -development an6`p6sv dev616pment,rates1snown are.prior;`torouting through,,, %.
,the'BM .,A rdvis6d'BMP,''s6ppleIbnt,fbri-is-a!so'attac e - 11 `
1 '. % i � I � ,� -I ­"�-�"­I'�'I­, "' .,, ,,r I I" I" " 1I-I.,v'.
x, L�, A,," 4,,,+,��,G � , O ''" "L- V , �%1, , Xx I� 1 "t,i p ' , :I ��,,�, I4I� - , vp ;�V. qI " I � ).,,Y f , ,,j A .,
,f ,i, ; tt � t4 jep--1 , I'!, If-,I -, e: JI,tI" �.,1,-',P-2I�
", , l`§J�� kI2-,Thi"Ariinageeasement,and-ROW*er6,added!tb4C�A00P'an8itherecor ed I , , j ,
,.
1'
'
,
,
1­O�A­N,,Y �r drainageeasement 'surey.1at is,6hclos6d,The 'c6ll;difiehsi,6K§�We�&'i d t_ � I% I,I
�, �I , I ;�:.. .f e, 2 'F, j", '�, %, �-�o�­�, ,,-llII- I ", 'l. .
,I J.11" , i`­C7200!-��d,ihe: P,Index wa�'a,s6-adddd -to C�2007,�.1, ,"n ? 2,
1 �L"-y' , ",I%.% ,,_,I5,,,. � , �l 1,'I i , .V'4 , .4,� jt , e`-, j'4,,, ,,� ,4"',> % to --­1 t�.FO,�,, I,_r,e. :,. i,FX;J " %1i V- -'k A,` '.
".� .,.4 %-,t-t,3 Notes wereaddedto the 'iCr6is �ection�on�C-200:,.2),In-sit6's6il,nus -hoi beI
1I �, `"7, q1 , � ;." -, ,,�Y�,­t, 4.t1 .� -,.�..'­!-"�.e� �, 1 � , ". 1, .-
, ' A, 1,f c ac , 'bY;equ,peh�r,3)`C611�,E6ttonko6ld6�,iciHfi6d�prior�t'.­.11,��, 4
6., ', , i ..��;# , ,4 P
"I T, 1 �, ,,aterial,Anstallak- n,­` � 0�4'"% h16A, ,, ; P� -,tlj, ,;q1,�,,,I '. V�vV ���I-,:,
j,, jL#%-L ,j�V I,s;, .;. : .;(." -j "rj: /I t , ,'-
,
',_' .-I
.I ,.__
,
-
,
..,,--.
j
�
... �.ei
'�
,..,l
L_ ,
a.I
,,
. .
�I
,
I .
_
.-
, A",. I. ;- 41,-N,, -,r'� -� �- �.,i,0 4,_ A) .4'.� i." ,4A'j � -,,,,�- I�iL '-4� ,'� A r -,,jII%�sIL
,j i',,Please,I t,mte, nowkiUyoy-nee4h.addi ionaIiiformaetin, -, , ,Y,j ,; r-, , i- ,
I.,O" "'­�,�,1} �'. ,'.t` , _I ,�-v��,; ,"A'.�I-,,..".S0,jr'
I'-,tW'�',t,,I',t i`,.� t ! T ,- �,,",1 ',r";0I.II,-C�, �,,­,I 'f,Y�'.� ,. r",�IAI ,L• �I-", a,, 1
r *r1-?1 II,,4 ,', "' ' . 1.1 '. I I , ,� ".,, , if va t ,,', " k, 1�. ��o,I
".--
I_I..
1
4 " I ,:f V _ 'ffIr­1,,,�T� t? : �"",�,., -�-"z I A-��l r•
,'W- ,� 7.., ,� e-"r,61, '""
"k.I I, l ,"it ? "hank,you�,.';Jt" ,1, ,k 4-"jJ4-,i �L ." .T,,..,,..; 1"_�,,T!,I"4Il", j r'A4., i �j,r, S. pL , �I I-,�I ", "I:�1, I",I."�',IO1Z'­. 1, , "" � A
., ,l%­r %" ;,j J­,� I"1,I)7­" i_­ .,
ffi,I;,.�. }P,4 J1­1 _4J � "-tjr '1 _, �'r ,, 44,.I .!%,
, j 41%1�( f` I -' .' I ,`i ,,,,"�6 4" ", ,
-,,," ,; ,,%,.,Thomasjones.111',PE,, > ,*v,� -f�. I", '�,;i;
" _,�"",-,�'I 1".1 A""'11; ,v�I - Yj, Y" , -,,I " fI � e�(I "­ " .r
si"J? , I , ,,,­?,� �.-;i", a 4: ,I } 4,.�'. ir.�� �t .4 C,�?� A* ?e.1 � � 1 ' '4 , It4 MJ
I- , I if4 t , �.1",.i,,,� ! ,, -c%K,.kr,.f.1,,,. .JL,P'I �-, , t
;�p 5 r� 4t , I,:�- , ,-,. � ,�I.,: " , "1�0.,
.­­�,t .""i , s ,- "t "; JI_r,�,. � , . , ), �i.vI� s—,%I. �-IA- g1JLI bI I ,'. ,
} .� 1.j.1. CI , "i, 11�"�-, f,,,-�,4 r1A .If f
.
, 1-.•­, k, �,f �c I!'-j�" -;.,,� 1_* , I 'I.DJL),I" , ,,�,
1 �"v r1�� 1% ,, AA,6­�fV"�,, �,9 § . , , , f�' , r ? n, %; t1­.,,�O"�� �', P�
JI.S�S,., ,d_ �tt5 •" 1�F", ��, . i" � ��4" , , i f
, pA A , 111I ,�,t,r'��.�. It ,;,l1r ,f-1 , t�, - , ;(f-
,j` 't '.I .'�'S, ,� 4 4,,�I k.- I T 'Jfj-J)r1IJ i,r .C- rh N'I -, J,; ',I(t .:� �'I 'T 'I
!"e.5-fi f/I61r ,f; " , " -t � I, . I �3,I 11%Iii1',411,1I A '-'j� 1�- .- 0tI-. , -� 1',4,'f-,I I �� ,,ii
;1.,j_, ," W��T6wnSquare­BouIevard,Suite 320, Mheville,.NC 28803�-Phc �-(i)681��17�FaXI(82)'687-7178,;-wgIa.corn Tv,
.."_: , r , -. . ".l �",I 6"• �r11V Sk&_,-"`1Z A' �.�4,.--.J-I ,,.I d, ,I,_.I.1.�j , _'.=. 5I,; ,, _fiI"; .,,
. -

1 I. a • Y J' ^'" oY. £t"- ],� -I' r }' - :. -5 rs. :F, r - 't- `" . i z . t ' s , .• sl
1+ A •iT ` i
r, 1 I ti F.
+
"�`. ':••- I • -I' , ,y t iN I 'r 1... I� }!.. ! 1� ,i r, J� U e '-Hi . '1 '
r. '
J i 4 r .",I .
. .+ TI f f -,1 . ti ,'f. ,` ' . >•i 1 k 4 ' Rb I `7 <{ Y r' .
S .. -I Ts {
! ,, _ .y I- i. . I .f:7y _;, �,( i 1 1 ' 4;• ,,..° S. 4 ;? -tJ '7 y'r 1 —,f` •+.
r r :, ^ £ 1; I r 7 t y, Jd
'E t ,+ i- d 4z I,
{r1r - i .k 15 _ '
'34 •l it r - -yj.,� 1 ,`' t r- i i.`i-£ w ',r
• r S r1 ' r' I :,
I I
,,N. r rs 7 , i t o r I !,
1 Sr r ;'t. :� t',-L ,7 s , :! k, I.i L If la' ^{:r t, a�..
i t,,. 's., , 'I,, ''f, fir_. , ; " -,I '~4•' - 4 1 .. • I r}. f. , J .A' •,
rC. ''.r r I�`. f s J -rt t' n. �'. er i •p' I t ,, a✓... . ., r '-o'�
J.
is ; : • . • . 1 . - t'
1d ! - y - Irf 1 a
1'4,'` t , ° ai i�4 "* t , C 4 ` .• , r Z '5 n I
'� �_ "i .i. .i^ a, %a ,r r. --AL -A c ,-� Y ''. "� _,•'' FtT. , - - r..° , `t,7. ,
r rI £ t ; r, F r. i�T'E s PS r T'�IL. ,�, •t, "C', 'rI ,.:j ''IY.Iirr s, # i -I E
r I V , t t . ." Yr ; ,C i rI ° ,
,^ '' t r I T'' • 7 t ^ 1•' 4.N `' f,' *{'r 4° .r Is +d , , i t^
y Nam' _° ; •I I ^,i • 1' , i .• T
�: ti n . is • . I

Lowther, Brian
From: G. Thomas Jones III [[e-mail]]
Sent: Wednesday, August 25, 2010 1:58 PM
To: Lowther, Brian
Subject: SW1100801 United Community Bank
Brian,
We received your comments dated August, 2010 for the subject project. By this email, we are requesting additional time
to submit the required information. We expect to submit the information no later than September 23, 2010.
Please confirm that is acceptable.
Thank you,
Tom
G. Thomas Jones 111, PE
William G. Lapsley & Associates
One Town Square Blvd Suite 320
Asheville, NC 28803
[phone] ext 303
Information from ESET NOD32 Antivirus, version of virus signature database 5397 (20100825)
The message was checked by ESET NOD32 Antivirus.
http:Hww%v.eset.com

CK 147A-Kt 4 .R. ills
Application Completeness Review
M' First Submittal ❑ Re -submittal Date Received: `1 !f Date Reviewed: Aflil
DevelopmenUProject Name: .l.UVt! T-f> Cc w.Ali v',y SRIJ1�
Receiving stream name (. ram GAF � � EggA c,classification:
BY. 3 - /146U(3>
Foe Oft AI TA 0Acs'-jti For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-1, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds)
Latitude and Longitude: 25' 82 3s 312 W
Project Address: �W 4— tiXr-' r 4
Engineer name and firm: „T11vrws Sous s mi W;'& .idwi G. 44.ps"LAY t aT-Vee"*rxr ,_ AS! yL Ld-e',,rC,
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets 3'fTigh Densi ❑ Other
0 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
ta` BUA 5 Z. 8 %
8" Check for $505.00 included
it*'_Original signature (not photocopy) on application
ir""Legal signature (Corporation-VPlhigher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Jurisdiction g&W&(_,R9=&tAL&:r Copoy
Check spelling, capitalization, punctuation: hap:Uwww.secretary.state.ne.us/corporations/thepage.aspx
If an agent signs the application.-,-. signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
For subdivided projects, a signed and notarized deed restriction statement
ealed, signed & dated calculptions
Correct supplement.and O&M provided for each BMP on site (check all that were provided & number of each)
R"'Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
* Infiltration Trench
❑ Level Spreader
is Permeable Pavement
n Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
:q"' Two sets of sealed, signed r'._dated layout & finish grading plans with appropriate details
Cd'- Narrative Description of stor•.'twater management provided
Soils report provided
Wetlands delineated o n •':he plans that none exist on site and/or adjacent pro e
Af 0 ❑ Details for the roads, parking are,,--:cut-de-sac ra ii, si ewal wR s, c n er;
AJ0 ❑ Dimensions & slopes provided
S e. a AJO TC
V'_ Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
SORT Inspection and maintenance agreements provided
OFyr-e'� Application complete ❑ Application Incomplete Returned: (Gate)
Tr_
Comments
Fsoru ry 9, 2009 Revision

k-
UCB
DATE
S/2/2010
Cl[ECK NUMBER
308147
INVOICE NUM13ER
INVOICE DATE
DESCRIPTION
GROSS AMOUNT
DISCOUNT
NL•T AMOUNT
Storm Water 112
7/16/2010
Vchr: VOU557962
$505.00
$0.00
$505.0
PRINT BATCH
12, 048
VENDOR CODE
999999
PAY TO NAME
NC DEPARTMENT OF ENVIRONMENT & NATURAL
NET TOTAL
$505 .00

AMOUNT $505.00
TO THE NC DEPARTMENT OF ENVIRONMENT & NATURAL
ORDER RESOURCES
OF

WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
Consulting Engineers & Land Planners
One Town Square Boulevard
Suite 320
Asheville, NC 28803
[phone] - Fax [phone]
www.wgla.coni
TRANSMITTAL
Brian Lowther G. Thomas Jones III, PE iJ�
V
COMPANY: DA'I I?:
NCDENR Stormwater Permitting 9/16/2010
FAX NUMBER: TOTA1. Ni). OF I'AGI;S INCI,UDING COVl(R:
PHONE NUMBF'.R: WGLA I'RV11{Cf NU1%1HI?R:
RE: YCIUR REFFREN'CE NUMBER:
UCB
SW 1 100801
❑ URGHN"1' ❑ FOR RIr.VEli1'U ❑ PLE?ASE? (:UMMI•: T ❑ PIJOMO RE PLY ❑ PLIVSK RI?CYCIJi
Nn'1'I:Slf;f)h[MI N'1'S:
I Set of signed plans for your use.
Please let me know if you need any additional information.
Thank you,
Tom
m a
�m
&---1
10
C
fV
r
---CEM3
THI'S MESSAGF. IS CONFIDENTIAL. AND IS INTENDED SOLELY FOR 'I "H ADDRESSEE ABOVE NAMED. IF YOU ARI(
NoT THE INTENDED REC""ENT OR TIIE PERSON RKSPONSIBLIK FOR DELIVERY TO THE INTENDED RECIPIVNT,
YOU ARY ADVISFA) THAT ANY DI55RMINATI(1N, DISTRIBUTION OR 1;(II'1'IN(; 01' '1'IIEti 1tlP,titirlGl. IS' I'RC)Illli!'1'I?D.
IF YOU 11AVI.: I(HI:I:IVIsD THIS MFISSAGI& IN I&RROR,YOU ARE REQUESTED TO PLEASE NOTI1'1"1IH! SENDER BY
T1-.'I.1?P11ONI? (,(1].1.1',CT AND 11) KHTUaN THE IIR"NNAL tilF;titiAC,l{ T() "!'111{ SF',NDFR BY U.S. MAIL.

WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
Consulting Engineers & Land Planners
One Town Square Boulevard
Suite 320
Asheville, NC 28803
[phone] - Fax [phone]
www.wgla.colrl
MEMORANDUM
To: FROM:
Bradley Bennett G. Thomas Jones III, PE �$
COMPANY: DATE:
NCDENR Stormwater Permitting 8/5/2010
1617 Mail Service Center
Raleigh, NC 27699-1617
FAX NUNIBEW TOTAL NO. OF PAGES INCLUDING COVIX
11I10N1 NUMHE;R: 11`GLA PR01EC'I' NUMBER:
Etli: YIIUR 111 17FRFIN CE NUM11 R:
SWMP
United Community Bank
Etowah Community
Henderson County, NC
❑ URGENT ❑ POR REVIIsW ❑ PLEASF, CO,%IPfFN-r ❑ P1,E.iASI:' RI1`PLY ❑ NA-"ASI's RESCYCI.1
NOTES/C0MNiL'NTS:
Enclosed please find the Stormwater Management Permit Application Form, plans, check
for $505 and supporting information for the above referenced project.
Please let me know if you need any additional information.
Thank you,
Tom Jones
m
`7y
r�
G
s
cA
^Q
GG
U
c::)
THIS MESSAGE Is CONP]DEiN'1'IA1, AND IS INTE;NDUD SOLELY FOR TM.'.. ADDRESSF,E ABOVE NAMED. IF YOU AR]",
NOT THE INTENDED RECIPIENT OR 'I'lI1: PERSON RESPONSIBLE FOR 1)ELIVIi.I1,Y -1.0 THE INTENDED RECIPIENT,
YOU ARE ADVISID THAT ANY DISSHMINATION, DISTRIBUTION OR COPYING OF 'I'MS IS PR011Ili ITE11).
11' YOU HAVE' RECEIVED THIS MESSAGE IN ERROR,YOU ARE, REQUE;STF.D TO PLL'ASE NOTIFY THE SEND1?R 14Y
THLFPHONP. COLIA."C ' AND TO 11PTURN 7'1ll' ORIGINAL, MESSAGE' TO TM- SFNDEIi BY U.S. MA11..

7/28/2010
North Carolina Secretary of State
rf '
North Carolina
DEPARTMEfNT oFTHE
y
Elaine F. Marshall
E1,
Secretary SECRETARY OF STATE
PO Box 2%22 Raleigh, NC 2762"022 (919 607.2000
i:C3F2Nf?Fels'if.1NS
ONI.'hir: t7[�€�:i1S
1�f)F.Ts:CS iti
TCn7L3
Dale: 712812010
Click here to:
View Document Filings I Sign Up for E-Notifications 1
TPrint apre-populated Annual Report Form I Annual Report Count I File an Annual Report I
Corporation Names
Name Name Type
NC UCB NORTH CAROLINA PROPERTIES, INC. LEGAL
Business Corporation Information
SOSID:
Status:
Effective Date:
Dissolution Date:
Annual Report Due Date:
Cltizenship:
State of Inc,:
Duratlow
Registered Agent
Agent Name:
Offlco Address:
0878406
CURRENT -ACTIVE
1112112D06
DOM E ST1C
NC
PERPETUAL
MILLER, BRADLEY J
116 PEACHTREE STREET
MURPHY NO 29906
Mailing Address:
PO BOX Boo
MURPHY NC 28906
Principal Office
Office Address:
116 PEACHTREE S7REE7
MURPHY NC 20906
Mailing Address:
116 PEACHTREE STREET
MURPHY NC 20906
Officers
Title:
PRESIDENT
Name:
��1 GREG HINING
Business Address:
116 PEACHTREE STREET
MURPHY NC 28905
Title:
SECRETARY
Name:
LCRI MCKAY
Business Address:
P.O. BOX399
BLAIRSVILLE GA 30514
Title:
TREASURER
Name:
ALAN KUMLER
Business Address:
P. O- BOX 399
BLAIRSVILLE GA 30514
Stock
Class
Shares No Par Value Par Value
COMMON
100 YES WA
www.secretary. state.nc.us/.../Corp.asp... 1/1

OFFICE. NEDRA W. MOLES, REGISTER/--"
DATE: 3'31 b0 TIME: 3• J�0 PAA
I Q EXCISE TAX STAMP: v "15' po
BOOK: ./Y2,1: PAGE:
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $ 825.00
Parcel Identifier No. 9529-70-1199 10-08415
Mail after recording to Van Winkle, Buck, Wall, Starnes & Davis
, P.A. ___ Attorney's Initials: CWE
Post Office Box 7376 Asheville NC 28802-7376 12082-65
This instrument was prepared by: Van Winkle, Buck, Wall, Starnes & Davis, P.A.
Brief description for the Index: 2.55 Acres, Plat Slide 8005
THIS DEED made this 31st day of March, 2010, by and between:
GRANTOR
Terry A. Baker and wife Pamela L. Baker
P. O. Box 578
Horse Shoe, NC 28742
GRANTEE
UCB North Carolina Properties, Inc.
P. O. Box 398
125 Highway 515 East
Blairsville, GA 30514
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WiTNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee simple,
all that certain lot or parcel of land situated Mills River Township, Henderson County, North Carolina,
and more particularly described as follows:
BEING the 2.55 Acre tract shown on a Plat entitled "Map Recombination of
Pamela L. Baker and Terry A. Baker", recorded in Plat Slide 8005, Office of the
Register of Deeds for Henderson County, North Carolina, to which plat reference
is hereby made for a more particular description of said tract.
THIS PROPERTY DOES NOT INCLUDE THE GRANTOR'S PRINCIPAL RESIDENCE.

-- --" -'--------- --' -- r------ -- - ----- "---' -'-- r--'-'-u--
thereto belonging to Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and Grantor
will warrant and defend the title against the lawful claims of all persons whomsoever except for the
exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Easements, covenants, conditions and restrictions of record; 2010 ad valorem taxes,
which are not yet due and payable; and utilities physically located on the property
IN WITNESS WHEREOF, Grantor has hereunto set their hands and seats, the day and year first
above written.
/� , A(SEAL)
Terry aker
(SEAL)
Pamela L. Baker
STATE OF NORTH CAROLINA
COUNTY OF BUNCOMBE
I certify that the following persons personally appeared before me this day, each acknowledging to
me that he or she signed the foregoing document in the capacity Indic d: r y nd Pamela L. Baker
Date: March 31, 2010
otaLry,�t�bi�c , � �_ —
1,U C� L
PLACE NOTARY SEAL INSIDE THIS BOX ONLY! (Printed Name of Not
My Commission Expire :
W SA842-6554-9317v 1112082-12082-0066 j312912010

NG EH HORSE SHOE QUADRAs pj r ��k ��, �-�.,�+ I✓J�l._ oe y- �, =1� PR!��' �t/ _ •�1'' j�`'���� a p
`S✓ �_ �� a MiW-1
Horse Shoe —Bent!
�• '�`f t 1• o I �-�• �' ,.�� .�� � _� :fie �- � f3raan^-��"�\�;'
.` 7 ( �p i\ • �- 'P a `��`i'®f�' 11r �" / f' J_ ./.•<f /. .t�; r�r�rl`
sdWe •.l'. �0.:' j 1`r •m.��r b/ �f u/ 1 ��
' � I '��,�f'%.�1�r .= ,SITE` �`�,' ��� �;.- �`�•t , ����_" jf/j'
117
�'•` �' "`!/� �' 11 ��\••`�f •I I��` 1�J � \�i�` \ ��'�\�-�� 1,
"�'�s[�)� � J � 11 r !, V \ IO . r ` ,_ � •- f � � 1 I ti / 11 �' � � J-•5` ` � � i
DIo
r•p� r-4?�fI'1 L�J!•�. I •fie N M
JJp
BRpA �� �� p k �181
Plea nt Grcve`rpTvE'IS / RQ�%,
�Fletcha!4 C
/ !11 A '�'� L•. � _ �$ �f I r�I (ram. ,i
ri 6id
II 9P, hr v _ii # \ �' rJ / �'•� ii'7 ll f f r 4
r
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS & LAND PLANNERS United Community Bank VICINITY MAP
NC License No: C-0556 Etowah Community
One Town Square Blvd,
Suite320 Henderson County
Asheville, NC 28803
[phone] Fax [phone] North Carolina SCALE: I "= 2,000'
www.wgla.com