20140194 Ver 1_As Built Report_2016_20161014

CERTIFICATE OF SURVEY AND ACCURACY
--- NOLAN R. CARMACK__ CERTIFY THAT THE GROUND
TOPOGRAPHIC SURVEY PORTION OF THIS PROJECT WAS
COMPLETED UNDER MY DIRECT SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY DIRECT SUPERVISION; THAT THIS
SURVEY WAS PERFORMED AT THE 95% CONFIDENCE LEVEL TO
MEET THE FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;
THAT THIS SURVEY WAS PERFORMED TO THE CLASS A
HORIZONTAL AND CLASS C VERTICAL WHERE APPLICABLE; THAT
THE ORIGINAL DATA WAS OBTAIN BETWEEN THE DATES OF
THAT THE CONTOURS SHOWN AS
BROKEN LINES MAY NOT MEET THE STATED STANDARD AND
ALL COORDINATES ARE BASED ON NAD 83 (NSRS 2011) AND
ALL ELEVATIONS ARE BASED ON NAVD 88; THAT THE GPS
PORTION OF THIS PROJECT WAS TO PERFORM A GRID TIE TO
THE NC STATE PLANE COORDINATE SYSTEM AND INFORMATION
USED IS SHOWN & NOTED HEREON; THAT THIS MAP MEETS THE
SPECIFICATIONS FOR TOPOGRAPHIC SURVEYS AS STATED IN
TITLE 21, CHAPTER 56, SECTION .1606; THAT THIS MAP WAS
NOT PREPARED IN ACCORDANCE WITH G.S. 47-30, AS
AMENDED AND DOES NOT REPRESENT AN OFFICIAL BOUNDARY
SURVEY.
GPS METADATA
SEE SURVEY CONTROL MAP FOR ICA ENGINEERING BY KEE
MAPPING & SURVEYING, PA (LICENSE # C-3039); SIGNED,
SEALED AND DATED ON MAY 1ST, 2014 BY NOLAN R.
CARMACK, NC PLS (LICENSE #5076).
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND
SEAL THIS _ 17THDAY OF JUNE _, 2016, A.D.
THIS DOCUMENT IS NOT VALID
�cAf? ,,� UNLESS SIGNED AND SEALED.
o
SEAL �a•e
L-5076 =
sum
AN R. CARMACK, PLS L-5076
5URVEYOR5 NOTES:
1.
ALL DISTANCES ARE GROUND MEASUREMENTS IN
RIFFLE
US SURVEY FEET UNLESS OTHERWISE NOTED.
POOL
2.
PROPERTY SUBJECT TO ALL EASEMENTS, RIGHT OF
RIPRAP
WAYS AND RESTRICTIONS THAT ARE RECORDED,
GRAVEL
UNRECORDED, WRITTEN AND UNWRITTEN.
3.
CONSERVATION EASEMENT BOUNDARIES SHOWN
WETLAND
HEREON WERE TAKEN FROM A PLATS OF SURVEY
PC
IRON PIPE W/ CAP
ENTITLED: "A FINAL PLAT OF CONSERVATION
REBAR W/ CAP
NV
EASEMENT SURVEY FOR STATE OF NORTH
LEV
ELEVATION
CAROLINA, DIVISION OF MITIGATION SERVICES,
CORRUGATED METAL PIPE
ROSES CREEK MITIGATION SITE", PREPARED BY KEE
REINFORCED CONCRETE PIPE
MAPPING & SURVEYING, AND RECORDED IN PLAT
NORTH AMERICAN DATUM
AVD
BOOK 44 PAGE 2241N THE BURKE COUNTY
STATE PLANE COORDINATES
REGISTRY.
VEG PLOT
4.
BY GRAPHIC DETERMINATION, A PORTION OF THE
CC
CONTROL CORNER
SUBJECT PROPERTY APPEARS TO LIE WITHIN A
SPECIAL FLOOD HAZARD AREA (SFHA) AS
DETERMINED BY THE F.E.M.A. MAP# 3710176600J
DATED 09/05/2007.
5.
STATE PLANE COORDINATES AND ELEVATIONS
WERE DERIVED FROM THE EXISTING CONDITIONS
TOPOGRAPHIC SURVEY PREPARED BY KEE
MAPPING & SURVEYING. THE HORIZONTAL
DATUM IS NAD 83 (2011) AND THE VERTICAL
DATUM IS NAVD(88). ALL COORDINATES SHOWN
HEREON ARE GROUND MEASUREMENTS IN US
SURVEY FEET. SHEET #
6.
UTILITIES WERE LOCATED BASED ON VISIBLE
I
ABOVE GROUND STRUCTURES, THEREFORE THE
2
LOCATION OF UNDERGROUND UTILITIES ARE
APPROXIMATE OR MAY BE PRESENT AND NOT
3
SHOWN HEREON. CALL 1-800-632-4949
4
BEFORE DIGGING.
5 5
7.
STATIONING FOR THE STREAM AND PROFILES
7
AS SHOWN HEREON ARE BASED OFF OF THE
8
AS -BUILT AND EXISTING CONDITIONS THALWEG.
9
8.
ALL UTILITIES ARE TO BE RE -LOCATED
10
OUTSIDE OF CONSERVATION EASEMENT AREA.
11
9.
WETLANDS SHOWN HEREON WERE DELINEATED
12
AND PROVIDED BY ICA ENGINEERING, INC.
13
10.
CONTOUR INTERVAL: 1 FOOT
14
15
VERTICAL DATUM: NAVD 88
IG
11.
LIMITS OF DISTURBANCE AREA: 15.23 ACRES
17
18
AN AS -BUILT SURVEY FOR:
ICA ENGINEERING, INC.
"ROSES CREEK STREAM MITIGATION SITE"
111
rain NInRTI-1
(201 1)
THE STATE OF NORTH CAROLINA,
CONTROL POINT DEPARTMENT OF ENVIRONMENTAL QUALITY -
I" IPC "KEE" (508) DIVISION OF MITIGATION SERVICES \�
GROUND COORDINATES SPO FILE #: 12 -DK DMS PROJECT ID: 96309
N: 777608.60' \
E: I 164092.39'
ELEV: 1267.9' QO
Ir -f
a ,
CONTROL POINT o' 125' 250' 375'
I "IPC "KEE" (509)
° GROUND COORDINATES
^ �� a N: 777730.62' ONE INCH = ONE HUNDRED t TWENTY-FIVE FEET (FULL-SIZE)
SHEET 8 j�/ 1°� I E: i 164336.81' ONE INCH = TWO HUNDRED � FIFTY FEET (HALF-SIZE)
` ELEV: 12(5G.2'
0 ,U
CONTROL POINT ^ �' LEGEND
I" IPC "KEE" (507) oCONTROL POINT
STRUCTURE NUMBER
GROUND COORDINATES I , o Op I I " IPC "KEE" (5 18)
N: 777247.89 CROSS-SECTION REBAR W a oo �� z., \ ° GROUND COORDINATES /
� CAP
E: 1163857.23' a ��O % ' °4i ° N: 777273.00' o
ELEV: 1249.6' /� �VP1, / E: I 164793.4793.25' � EXISTING IPC IN CONCRETE (CONTROL POINT)
/
C� ^/ , I ELEV: 1266.2' CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
' o i ° CREST GAUGE
O° / / SHEET 9 I \o� 6�j ROCK STEP STRUCTURE W/ CLASS B RIP RAP
�,o° +/ ° S f
o / a O S� \ ROCK STEP STRUCTURE W/ BOULDERS
} VP1, ° I POGO \o�
ROCK CROSS VANE L
o F I
° ° DWEL \ F
A ®'p , LING ROCK L VANE I
II 1I mow E
CONTROL POINT �o
>\SHEET 2 I" IPC "KEE" (517) O� - - _ `� ROCK L VANE W LOG ARM
GROUND COORDINATES O� - - \ /
N: 776741.3
1 5 -�, o o Q I N
%VP3;' �' E: 1164591.65' qP -- -
SHEET 10 k k N
k �o Lo ELEV: 1238.7 "E -- CONSERVATION EASEMENT
' �° MINOR CONTOUR
CONTROL POINT RQ\ \\`� I ' ,�I S��O 1 230 MAJOR CONTOUR
I" IPC "KEE" (505) " �� ��� \ ' Qo - LOD LIMITS OF DISTURBANCE
GROUND COORDINATES THALWEG
N: 776804.78' F� �`- - - - - ;- - , - - - TB - - - TOP OF BANK
E: 1163861.97' I Ok/ ��\ `� - ---- PLAN CENTERLINE *SEE NOTE 7
ELEV: 123(5.0'
( )
-
�' OW OVERHEAD WIRE
kq I i ,I VPa' , ' o^ Q� I , X FENCE LINE
\ -.- _�eQ - - - -1--
SF \ I` % Q- , SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
ee-
i � I by ,/
CONTROL POINT
° sF CONTROL POINT
I IPC KEE" (5 1 1)
GROUND COORDINATES I " IPG "KEE" (5 13)
\ SHEET 11 I GROUND COORDINATES
N: 776206. 17' N: 776377.95' ' SHEET 7 �,
E. 1164687.44 a
5� 1 1 E: 1165615.69' SFHA �y ,
ELEV 226. ELEV: 1227.3'
� I VP5 1 ' � o
CONTROL POINT I +'' ;vPB
I" IPC "KEE" 504 NI
161
o CONTROL POINT '
GROUND COORDINATES SHEET 3 _ > 4� � o _ - -
N: 776436.92' SFS _ ° IPC KEE (5 14) ,
E: 164075.23' ° ., �' \ I GROUND COORDINATES , Q I
ELEV: 123 1.9' a _ _ _ _ _ _ ` _ _ _ yg� , 1 N: 776 I 1 2.06' C:5 IVP�7f
E: 1165366. 13'
I / / �\• \� 1
1p" oO + a = -_-_ - S,F� S ELEV: 12237
CONTROL POINT , �k �{ ~\'�@° 40
kik -� - ��`�20------- -- -- -- sF"P 0O'
I " IPC "KEE" (503) \\\\ _ .���\ .k SF //O-
3 g. ` -
GROUND COORDINATES I v �o> j _� �\ ��� \ �q0 \ /0/ j Fl "RA 1 e` LO �6\_
N: 776233.40'Vp9,I `� k SFjy 000/ 'l�jP ° �
E: I 164358.7 I �_ SFHA 07
\ QOi \ ��\ ° °O ��kLO �� SF O -� - - - /- - - +
ELEV: 1228.8'" ' x x `.x px-"` LOD --- --
S \ ,� VP10/
SHEET TITLE \ .1 1 -�,�� ,-- _ /�%%`�-- F__
VP14' / `1 IVP151 P
COVER 511EET SISK STREET
(SR 1262) '% - fVP11� �� VP12 �� $) V�
STREAM DATA: "BEGIN ROSES CREEK, � CROSS-SECTIONS I � 2" 1 q �`~' `.� ��` ' \ �,. � N '
STREAM DATA: "ROSES CREEK END UT2" x Ol
, a d ��- p0 OO*
SHEET 4 p S� X ,00
-- o
STREAM DATA: "ROSES CREEK"
STREAM DATA: "ROSES CREEK CROSS-SECTIONS 3 � 4" -A SFHA x _ Y _ x °
STREAM DATA: "ROSES CREEK, END UT3 * CROSS-SECTIONS 5 G" c-
SPHA � `° SHEET 6
STREAM DATA: "END ROSES CREEK" a ----_SFHA /J(C�'� _ _
STREAM DATA: "BEGIN UT I * CROSS-SECTIONS 7 8" 5 SF
CONTROL POINT ISHEET - - - - _ _ _@_ _ _ _ _
STREAM DATA: UTI 1 " IPC "KEE" (50 1) ?� �-o° P13
STREAM DATA. BEGIN UT2 * CROSS-SECTIONS 9 10" STATE PLANE COORDINATES S��P
STREAM DATA. END UT2 N: 775918.01
E: I 164568.34'(30,
STREAM DATA: "BEGIN UT3 * CROSS-SECTIONS I I * 12" ELEV: 1229.8'
STREAM DATA: "LONGITUDINAL PROFILE -ROSES CREEK" FHN
CONTROL POINT
STREAM DATA: "LONGITUDINAL PROFILE -ROSES CREEK" I" IPC "KEE" (502) I °oma
STREAM DATA: "LONGITUDINAL PROFILE -ROSES CREEK" GROUND COORDINATES �� v
N: 775779.50' ° ' y� joVl ,
STREAM DATA: "LONGITUDINAL PROFILE -ROSES CREEK" E: 1165049.63'
STREAM DATA: "LONGITUDINAL PROFILE-UT2" ELEV: 1225.2' SHEET 12 I
STREAM DATA: "LONGITUDINAL PROFILE-UT3"
RBC
CMP
CPP
RCP
NAD
SPC
BRUSH TOE
RIFFLE
POOL
EPHEMERAL POOL
RIPRAP
GRAVEL
SOIL ROADBED
ASPHALT
WETLAND
FLOODPLAIN INTERCEPTOR (FPI)
PC
IRON PIPE W/ CAP
REBAR W/ CAP
NV
INVERT
LEV
ELEVATION
CORRUGATED METAL PIPE
CORRUGATED PLASTIC PIPE
REINFORCED CONCRETE PIPE
NORTH AMERICAN DATUM
AVD
NORTH AMERICAN VERTICAL DATUM
STATE PLANE COORDINATES
VP
VEG PLOT
CF
COMBINED FACTOR
CC
CONTROL CORNER
THIS MAP IS NOT FOR
RECORDATION, SALES, OR
CONVEYANCES AND DOES
NOT COMPLY WITH G.S. 47-30
MAPPING REQUIREMENTS.

1238 1238 1238 1238
O N M TT � c
O O O O O O O O
CROSS-SECTION #1 -ROSES CREEK
HORIZONTAL SCALE: I" = 10', FULL-SIZE, " = 20' HALF-SIZE
VERTICAL SCALE: I " = 2' FULL-SIZE, 1 " = 4' HALF SIZE
— LUU v,
_j -Y� " E 1- � �I 8" SYCAMORE
j•¢
12" BUCKEYE
X11-70 _ 7 1/ -=---
SHEET 2
-' 24" CHERRY �� J lm a�
O N M L0 (0 O�
O O O O O O O O
CROSS-SECTION #2 -ROSES CREEK
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I" = 20' HALF-SIZE
VERTICAL SCALE: I " = 2' FULL-SIZE, I " = 4' HALF SIZE
10
C
L -PIN: 5/8" RBC
N: 776987.66'— L - L
E: 1163982.46' Z�� 'I
Z: 1236.70'TB
�(O
36" POPLAR �� ' 12" BIRCH \
O,.
p
---12" BIRCH-'
X J /23
� Sys
Xpp i -, Ta =: 10" HICKORY'\
18" HICKORY r 00
36" POPLAR INTERSECTION
w
"ROSES CREEK" STA: I 1 +00.90 \ i,
END "UT I " STA: 19+50.69
f \ X L -PIN: 5/8" RBC
"10" HICKORY 18" HICKORY N: 776939.48' 0O
m- —
CKORY CK055-SECTION #I \. E: I 1 64058.52' `
I8 HIv�
�Z: 1236.95'
11 2" HICKORY R -PIN: 5/8" RBC \ 1
-- -- f E: 1163954.77'
\ f \2A0 z: 1236.89' CR055-5ECTION #2 \
BEGIN R05E5 CREEK R -PIN: 5/8" RBC \\ \
N: 776895.76' )
STA: 10+00 E: 1164007.67 —-
Z: 236.26' �� `ar 1 6" H ICKORY�
X
1
DOUBLE 181,
CHERRY
HICKORY
k ,tip:
00
iVP3
a01 TRIPLE ASH
X 07 18" LOCUST 1
OO7 i\ 1
\c 1 2" PERSIMMON 1
\
k ^� \
k ` 00 00>
X 00> /
O
o \ , ,r J \
\X 00> \
X ,
X \ j
CONTROL POINT Q0 `\
I IPC KEE (505) ly
GROUND COORDINATES
N: 776804.78'X O \
O�
E: I 163861 .97' \C
ELEV: 123(5.0'
O
f 00
f
-; OO
NGRID NORTH
A NAD 83 (201 1)
0' 20' 40' 60'
ml 11111
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
\ 'COD
A
r \T
"7012" CHERRY
\ )
HEET �3
HE E T 3 \--, T�
LEGEND
a STRUCTURE NUMBER
• CROSS-SECTION REBAR W/ CAP
EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
CREST GAUGE
d� ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W/ BOULDERS
ROCK CROSS VANE
zc= ROCK L VANE
ROCK L VANE W/ LOG ARM
BRUSH TOE
® RIFFLE
POOL
EPHEMERAL POOL
RIPRAP
I GRAVEL
SOIL ROADBED
ASPHALT
L� WETLAND
000o FLOODPLAIN INTERCEPTOR (FPI)
CE CONSERVATION EASEMENT
----- MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
THALWEG
---TB - - - TOP OF BANK
----- - PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
IPC IRON PIPE W/ CAP
RBC REBAR W/ CAP
INV INVERT
ELEV ELEVATION
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
RCP REINFORCED CONCRETE PIPE
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
SPC STATE PLANE COORDINATES
VP VEG PLOT
CF COMBINED FACTOR
CC CONTROL CORNER
FP
61
ROSES CREEK STRUCTURE TABLE
# DESCRIPTION
ELEV.
I ROCK L VANE
1234.G
2 ROCK L VANE
1232.5
3 ROCK CROSS VANE
123 I .G
SEAL:
e®. EAL
-507
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-15UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
BEGIN ROSES CREEK
&
CROSS-SECTIONS 1 & 2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REVISIONS
SHEET:
2 of 18
10
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

SHEET 2
\ ca 42" CHERRY
7- O> \
42" POPLAR
°o>
II\
f
00,
f
s 12" CHERRY
p0
f
O
74- O>
7 O
>
00
24-
;o Q
'o> I
f
1
po 3G" POPLAR
71- >
-1
� O �
O,
I o
\ °O
f
O
f O>
Fr.
f pV
O °>
CONTROL POINT
I" IPC "KEE" (504)
GROUND COORDINATES
N: 77G43G.92'
If: I 164075.23'
ELEV: 1 23 1 .9'
\\\
p0>
r �
GRID NORTH
NAD 83 (201 1)
U 20' 40' 60'
ONE INCH = TWENTY FEET
HALF 51ZE: ONE INCH = FORTY FEET
LEGEND
711 STRUCTURE NUMBER
• CROSS-SECTION REBAR W/ CAP
OO EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
CREST GAUGE
dCIZ) ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W/ BOULDERS
ROCK CROSS VANE
ROCK L VANE
ROCK L VANE W/ LOG ARM
BRUSH TOE
® RIFFLE
POOL
EPHEMERAL POOL
RIPRAP
C GRAVEL
SOIL ROADBED
ASPHALT
WETLAND
000o FLOODPLAIN INTERCEPTOR (FPI)
CE CONSERVATION EASEMENT
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
THALWEG
- - - TB - - - TOP OF BANK
PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
IPC IRON PIPE W/ CAP
RBC REBAR W/ CAP
INV INVERT
ELEV ELEVATION
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
RCP REINFORCED CONCRETE PIPE
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
SPC STATE PLANE COORDINATES
VP VEG PLOT
CF COMBINED FACTOR
CC CONTROL CORNER
3 —o-
\ \ \ 51 50
\ o 10
TB --
r,
o
213+5003 ., VP8
24" SYCAMORE
INTERSECTION
1230 "ROSES CREEK" STA: 20+5 I .G9 1 ^
END "UT2" STA: 17+ 10.07 24" POPLAR O°
10
SHEET
SHEET 4
FAA
os` �
LOD � 'r
ZLOD
SOD
SEAL:
�mrnn��
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT 5URVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
5HEET TITLE:
STREAM DATA:
ROSES CREEK
OC
END UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH INC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REV15ION5
SHEET:
3 OF 18
Ni .—
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
ROSES CREEK STRUCTURE TABLE
#
DESCRIPTION
ELEV.
4
ROCK STEP STRUCTURE W/ BOULDERS
1230.2
5
ROCK STEP STRUCTURE W/ BOULDERS
1223.7
G
ROCK L VANE
1229.0
7
ROCK STEP STRUCTURE W/ BOULDERS
1228.4
8
ROCK STEP STRUCTURE W/ BOULDERS
1227.3
9
ROCK STEP STRUCTURE W/ BOULDERS
1227.0
10
ROCK STEP STRUCTURE W/ BOULDERS
12
GRID NORTH
NAD 83 (201 1)
U 20' 40' 60'
ONE INCH = TWENTY FEET
HALF 51ZE: ONE INCH = FORTY FEET
LEGEND
711 STRUCTURE NUMBER
• CROSS-SECTION REBAR W/ CAP
OO EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
CREST GAUGE
dCIZ) ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W/ BOULDERS
ROCK CROSS VANE
ROCK L VANE
ROCK L VANE W/ LOG ARM
BRUSH TOE
® RIFFLE
POOL
EPHEMERAL POOL
RIPRAP
C GRAVEL
SOIL ROADBED
ASPHALT
WETLAND
000o FLOODPLAIN INTERCEPTOR (FPI)
CE CONSERVATION EASEMENT
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
THALWEG
- - - TB - - - TOP OF BANK
PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
IPC IRON PIPE W/ CAP
RBC REBAR W/ CAP
INV INVERT
ELEV ELEVATION
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
RCP REINFORCED CONCRETE PIPE
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
SPC STATE PLANE COORDINATES
VP VEG PLOT
CF COMBINED FACTOR
CC CONTROL CORNER
3 —o-
\ \ \ 51 50
\ o 10
TB --
r,
o
213+5003 ., VP8
24" SYCAMORE
INTERSECTION
1230 "ROSES CREEK" STA: 20+5 I .G9 1 ^
END "UT2" STA: 17+ 10.07 24" POPLAR O°
10
SHEET
SHEET 4
FAA
os` �
LOD � 'r
ZLOD
SOD
SEAL:
�mrnn��
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT 5URVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
5HEET TITLE:
STREAM DATA:
ROSES CREEK
OC
END UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH INC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REV15ION5
SHEET:
3 OF 18
Ni .—
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
UT2 STRUCTURE TABLE
#
DESCRIPTION
ELEV.
47
ROCK STEP STRUCTURE W/ CLA55 B
1225.5
48
ROCK STEP STRUCTURE W/ CLA55 B
1223.3
49
ROCK STEP STRUCTURE W/ CLA55 B
1228.5
50
ROCK STEP STRUCTURE W/ CLASS B
1227.7
51
ROCK STEP STRUCTURE W/ CLA55 B
rl227.4
GRID NORTH
NAD 83 (201 1)
U 20' 40' 60'
ONE INCH = TWENTY FEET
HALF 51ZE: ONE INCH = FORTY FEET
LEGEND
711 STRUCTURE NUMBER
• CROSS-SECTION REBAR W/ CAP
OO EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
CREST GAUGE
dCIZ) ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W/ BOULDERS
ROCK CROSS VANE
ROCK L VANE
ROCK L VANE W/ LOG ARM
BRUSH TOE
® RIFFLE
POOL
EPHEMERAL POOL
RIPRAP
C GRAVEL
SOIL ROADBED
ASPHALT
WETLAND
000o FLOODPLAIN INTERCEPTOR (FPI)
CE CONSERVATION EASEMENT
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
THALWEG
- - - TB - - - TOP OF BANK
PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
IPC IRON PIPE W/ CAP
RBC REBAR W/ CAP
INV INVERT
ELEV ELEVATION
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
RCP REINFORCED CONCRETE PIPE
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
SPC STATE PLANE COORDINATES
VP VEG PLOT
CF COMBINED FACTOR
CC CONTROL CORNER
3 —o-
\ \ \ 51 50
\ o 10
TB --
r,
o
213+5003 ., VP8
24" SYCAMORE
INTERSECTION
1230 "ROSES CREEK" STA: 20+5 I .G9 1 ^
END "UT2" STA: 17+ 10.07 24" POPLAR O°
10
SHEET
SHEET 4
FAA
os` �
LOD � 'r
ZLOD
SOD
SEAL:
�mrnn��
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT 5URVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
5HEET TITLE:
STREAM DATA:
ROSES CREEK
OC
END UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH INC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REV15ION5
SHEET:
3 OF 18
Ni .—
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

"�SHEET 3
r. SHEET 4
11
00�
\ nn1
CONTROL POINT
I " IPC "KEE" (503)
GROUND COORDINATES
N: 776233.40'
If: I 164358.71 '
ELEV: 1228.5
15" CPP
\ INV IN: 1226.9'
INV OUT: 122G.5
Op
TOP RAIL
ELEV: 1230.52'
�a
0 ter-- LOD
`O
°
STOP RAIU
{ELEV:
1230.38'
ELEV.
LOW CHORD
1225.3
ELEV: 1227.9'
1 225. 1
//TOP RAIL
1223.0
./V/ ELEV: 1230.31'
BRUSH TOE
Te
\
E�
TOP RAIL
ELEV: 1230.56'
A
op7 -�
Opp -i�
00
tOD
Zoo
r
00 ,
2 40,0
4 00
\ 1( \
%CONTROL POINT
/ \ % °O X\ I " IPC "KEE" (5 1 1)
\ `0 GROUND COORDINATES
400 k� N: 77G20G. 17'
E: I I G4G87.44'
ELEV: 122G I'
- _-T?
GRID NORTH
)II)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF 51ZE: ONE INCH = FORTY FEET
40o
�0 \
�� \ �apo
CIO 4q)
Cal_ � `�, ��. 22S low
t
VP9
�X
ROSES CREEK STRUCTURE TABLE
# DESCRIPTION
ELEV.
I I ROCK CROSS VANE
1225.3
12 ROCK CROSS VANE
1 225. 1
13 ROCK CRO55 VANE
1223.0
r
401
opt 13 �, \ ,,,
�I,,(5"�A4`CAM \ \
\ ; VP 10 %
12" CHERRY
o � 26x, rg
0 , ='
— TB
,� ---
0-1
op
�
001,>
CONTROL POINT \
I " IPC "KEE" (50 1) �- a0� _
STATE PLANE COORDINATES � o-1 Cpl 001 _ O
N: 775918.01' 0
E: I I G45G8.34'
ELEV: 1229.6'
r X
o _
SEAL:
CAtti i�si
EA
L 50 6
i
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
ROSES CREEK
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# DATE REV1510N5
SHEET:
OF 18
N
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
LEGEND
a STRUCTURE NUMBER
BRUSH TOE
• CROSS-SECTION REBAR W/ CAP
RIFFLE
EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
POOL
DECIDUOUS TREE (AS NOTED)
1,
EPHEMERAL POOL
UTILITY POLE
RIPRAP
CREST GAUGE
GRAVEL
ROCK STEP STRUCTURE W/ CLASS B RIP RAP
SOIL ROADBED
ROCK STEP STRUCTURE W/ BOULDERS
ASPHALT
WETLAND
ROCK CROSS VANE
0000
FLOODPLAIN INTERCEPTOR (FPI)
IPC
IRON PIPE W/ CAP
RBC
REBAR W/ CAP
INV
INVERT
ROCK L VANE
ELEV
ELEVATION
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
RCP
REINFORCED CONCRETE PIPE
ROCK L VANE W/ LOG ARM
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
SPC
STATE PLANE COORDINATES
VP
VEG PLOT
CE CONSERVATION EASEMENT
CF
COMBINED FACTOR
CC
CONTROL CORNER
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
— THALWEG
--- TB --- TOP OF BANK
® PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
r
401
opt 13 �, \ ,,,
�I,,(5"�A4`CAM \ \
\ ; VP 10 %
12" CHERRY
o � 26x, rg
0 , ='
— TB
,� ---
0-1
op
�
001,>
CONTROL POINT \
I " IPC "KEE" (50 1) �- a0� _
STATE PLANE COORDINATES � o-1 Cpl 001 _ O
N: 775918.01' 0
E: I I G45G8.34'
ELEV: 1229.6'
r X
o _
SEAL:
CAtti i�si
EA
L 50 6
i
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
ROSES CREEK
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# DATE REV1510N5
SHEET:
OF 18
N
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

LOP
__j_I101%
O N C d O (O+p
0 0 o O O o o O
CROSS-SECTION #3 -ROSES CREEK
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, 1" = 4' HALF 51ZE
1222 1222
O N M NT LO
0 0 0 0 0 0
CROSS-SECTION #4 -ROSES CREEK
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I " = 2' FULL-SIZE, I " = 4' HALF SIZE
CD O
0 0
LOD--...__ LOD �\
�� COp X C�
� X
Op
LEGEND
STRUCTURE NUMBER
CROSS-SECTION REBAR W/ CAP
EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
CREST GAUGE
ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W/ BOULDERS
ROCK CROSS VANE
ROCK L VANE
ROCK L VANE W/ LOG ARM
CE
CONSERVATION EASEMENT
®
MINOR CONTOUR
1235
MAJOR CONTOUR
LOD
LIMITS OF DISTURBANCE
—
THALWEG
---TB---
TOP OF BANK
®-
PLAN CENTERLINE (*SEE NOTE 7)
OW
OVERHEAD WIRE
X
FENCE LINE
SFHA
SPECIAL FLOOD HAZARD AREA (SFHA)
ROSES CREEK STRUCTURE TABLE
BRUSH TOE
®
RIFFLE
1 22 1 .3
POOL
EPHEMERAL POOL
RIPRAP
C
GRAVEL
SOIL ROADBED
ASPHALT
WETLAND
o°000
FLOODPLAIN INTERCEPTOR (FPI)
IPC
IRON PIPE W/ CAP
RBC
REBAR W/ CAP
INV
INVERT
ELEV
ELEVATION
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
RCP
REINFORCED CONCRETE PIPE
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
SPC
STATE PLANE COORDINATES
VP
VEG PLOT
CF
COMBINED FACTOR
CC
CONTROL CORNER
ROSES CREEK STRUCTURE TABLE
# DESCRIPTION
ELEV.
14 ROCK CROSS VANE
1 22 1 .3
[a
GRID NORTH
)II)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
CONTROL POINT
I " IPC "KEE" (5 14)
GROUND COORDINATES
N: 77G 1 12.00
E: I I G53GG. 13'
ELEV: 12237
v
__--
ppE X- ---- X -�--_ x
X
X
X X G
.:_ _ _
X CE
np - ---- X -- X — X ------ t -- xw.. X X �C�A LOD -�- LOD
LOD LOD r
--_LOD ---- LOD ion ��— LOD LOD ----'- LOD
LOD --_.-- LOD LOD —
LOD LOD
12" PERSIMMON
L -PIN: 5/8" RBC
N: 774000.08'
If: 1 1 66'
Z: 1220.9520.95''
f,
��2°� TB -----TB
SEAL:
01
5 AL
L- 076
",///I m%%\""
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 55
CONTOUR INTERVAL: I FOOT
AN A5-5UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
ROSES CREEK
CROSS-SECTIONS 3 & 4
TOWNSHIP: COUNTY:
UPPER CREEK BURKE
DRAWN BY: CHECKED BY
NH
� SC/
8" PERSIMMON
-oar
1 E: 1165018.12'
+ _ �, Z: 1222.86'
—1411 CHERRY v 14" PERSIMMON 8" PERSIMMONVP11 VP12
.. >
- - IG CHERRY ,
X11j 1
;/ 20" SYCAMORE
30 BIRCH
CROSS-SECTION #4
TB' ----
TB - - - / 30 POPLAR 18" BIRCH
z
007 dOl 18" POPLAR
X
001
Q�
�'- 1 / CHERRY
_ � 8" R -PIN: 5/8" RBC
J( (701O7 N: 775949.28'
-(, E: 1165276.52
�—_ "�1 DOS Z: 1221.53'
LO C-0
(707 -.
t X `' 00
007 \
-3300;
XIX—` �- a01 00-1 a07
�X � oo1�.- von _�
='X 00-1 ao1 a01 - — ao-1 00-1 _- 001 001 - 001 —
��� Opp a01 _.-�
p10— X -- X
�X 0 ° x X x
00> r, 30 B ------ x�= X 30 X 30 - X -- X — X
X ---x---= x X —
AS SHOWN
JOB:
#140323 -AB
# I DATE
SHEET:
5
N
STATE:
NORTH CAROLINA
SURVEY BY:
NC I DD,KP,JA
SURVEY DATES:
05/12/16 - 06/8/16
SHEET SIZE:
11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
REVISIONS
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

0 ov LO
0 0 0
CROSS-SECTION #5 -ROSES CREEK
HORIZONTAL SCALE: I" = 10', FULL-SIZE, I" = 20' HALF-51ZE
VERTICAL SCALE: I" = 2' FULL-SIZE, I" = 4' HALF SIZE
CD O N CY) t7 tLO CSO Or- 000
0 0 0 0 0 0 0 0 0
X,
CROSS-SECTION
CROSS-SECTION #6 -ROSES CREEK
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, 1" = 4' HALF 51ZE X
OD
X Ts--- X �- LOD LOD LOD
� LOD
� X - E X LOD �— LOD
�--X�CE
- XCE LOD � LOD
LOD �_ LOU)
LOD 1-
i
le
i
1 �
1
18" BIRCH
220
8" CHERRY
42" SYCAMORE
28" SYCAMORE
L�o Q0
W wDOUBLE
8" DOGWOOD
W � 1 SYCAMORE
T
V?
DOUBLE
SWEETGUM
i
- 30" SYCAMORE
CD
12 BIRCH,
12" BIRCH ° I
L -PIN: 5/8" RBC
18" BIRCH
24" BIRCH
f LO\A/
CROSS-SECTION #5
R -PIN: 5/8" RBC
N: 770040.08' VP 15
E: I 165723.39'
Z: 12 17. 1 1'
I 001 001 001 001 001 U \�� .8 SHEET 6 \ ,�
0
X-�=—X--�X----- �� el � SHEET 12 -C�
00 1
GRID NORTH
NAD 83 (201 1)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
SHEET
SHEET 6
O
CROSS-SECTION #G x
PIN: 5/8" RBC
77G 137.27' / / I IT
I 1 G5791 .G3' /
12 15.97'
p
/ K -PIN: 5/8" RBC X
N: 77G 108.99' O
E: I 165860.60' p
/ Z: 1210.81'
W
CP
0 1: %;,r-
00
Oo\
00
r, 00
61 �-
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
ROSES CREEK,
END UT3 &
CROSS-SECTIONS 5 & 6
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE I REVISIONS
SHEET:
/ N
ROSES CREEK STRUCTURE TABLE
LEGEND
DESCRIPTION
ELEV.
F 17 STRUCTURE NUMBER
ROCK/LOG CROSS VANE
BRUSH TOE
CROSS-SECTION REBAR W/ CAP
ROCK/LOG CROSS VANE
RIFFLE
EXISTING IPC IN CONCRETE (CONTROL CORNER)
ROCK STEP STRUCTURE W/ BOULDERS
1214.0
CONIFEROUS TREE (AS NOTED)
ROCK STEP STRUCTURE W/ BOULDERS
POOL
DECIDUOUS TREE (AS NOTED)
EPHEMERAL POOL
UTILITY POLE
RIPRAP
CREST GAUGE
GRAVEL
6� ROCK STEP STRUCTURE W/ CLASS B RIP RAP
SOIL ROADBED
ROCK STEP STRUCTURE W/ BOULDERS
ASPHALT
L-
WETLAN D
ROCK CROSS VANE
o00o
FLOODPLAIN INTERCEPTOR (FPI)
IPC
IRON PIPE W/ CAP
RBC
REBAR W/ CAP
INV
INVERT
ROCK L VANE
ELEV
ELEVATION
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
RCP
REINFORCED CONCRETE PIPE
ROCK L VANE W/ LOG ARM
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
SPC
STATE PLANE COORDINATES
VP
VEG PLOT
CF
COMBINED FACTOR
CE CONSERVATION EASEMENT
CC
CONTROL CORNER
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
— THALWEG
---TB--- TOP OF BANK
- PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
le
i
1 �
1
18" BIRCH
220
8" CHERRY
42" SYCAMORE
28" SYCAMORE
L�o Q0
W wDOUBLE
8" DOGWOOD
W � 1 SYCAMORE
T
V?
DOUBLE
SWEETGUM
i
- 30" SYCAMORE
CD
12 BIRCH,
12" BIRCH ° I
L -PIN: 5/8" RBC
18" BIRCH
24" BIRCH
f LO\A/
CROSS-SECTION #5
R -PIN: 5/8" RBC
N: 770040.08' VP 15
E: I 165723.39'
Z: 12 17. 1 1'
I 001 001 001 001 001 U \�� .8 SHEET 6 \ ,�
0
X-�=—X--�X----- �� el � SHEET 12 -C�
00 1
GRID NORTH
NAD 83 (201 1)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
SHEET
SHEET 6
O
CROSS-SECTION #G x
PIN: 5/8" RBC
77G 137.27' / / I IT
I 1 G5791 .G3' /
12 15.97'
p
/ K -PIN: 5/8" RBC X
N: 77G 108.99' O
E: I 165860.60' p
/ Z: 1210.81'
W
CP
0 1: %;,r-
00
Oo\
00
r, 00
61 �-
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
ROSES CREEK,
END UT3 &
CROSS-SECTIONS 5 & 6
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE I REVISIONS
SHEET:
/ N
UT3 STRUCTURE TABLE
# DESCRIPTION I ELEV.
64 ROCK STEP STRUCTURE W1 CLASS B 1218.0
G5 ROCK STEP STRUCTURE W1 CLASS B 121-7.2
OF 18
ee
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
ROSES CREEK STRUCTURE TABLE
#
DESCRIPTION
ELEV.
15
ROCK/LOG CROSS VANE
12 1 G.8
I G
ROCK/LOG CROSS VANE
1 2 1 5.4
17
ROCK STEP STRUCTURE W/ BOULDERS
1214.0
18
ROCK STEP STRUCTURE W/ BOULDERS
1 2 1 2.7
UT3 STRUCTURE TABLE
# DESCRIPTION I ELEV.
64 ROCK STEP STRUCTURE W1 CLASS B 1218.0
G5 ROCK STEP STRUCTURE W1 CLASS B 121-7.2
OF 18
ee
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

0 0 0 0 0
CROSS-SECTION #7-UT1
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: " = 2' FULL-SIZE, 1" = 4' HALF SIZE
C) C14
0 0 0 0 0
CROSS-SECTION #8 -UTI
HORIZONTAL SCALE: I ' = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, 1" = 4' HALF SIZE
GRID NORTH
SII)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
A
Z-70 20 /
01z�
21
Ox
22
00,,0
�
/ SOD
O
CONTROL POINT 7\' © O�
I" IPC "KEE" (508)
GROUND COORDINATES /
N: 777GO8.GO' ° c
E: I 164092.39'
ELEV: 1267.9' / +00 V
-/ 23 \
UT1 STRUCTURE TABLE
LEGEND
DESCRIPTION
ELEV.
a STRUCTURE NUMBER
ROCK STEP STRUCTURE W1 CLASS B
BRUSH TOE
CROSS-SECTION REBAR W/ CAP
®
RIFFLE
0 EXISTING IPC IN CONCRETE (CONTROL CORNER)
ROCK STEP STRUCTURE W1 CLASS B
1 2GG.3
CONIFEROUS TREE (AS NOTED)
ROCK STEP STRUCTURE W1 CLASS 5
POOL
DECIDUOUS TREE (AS NOTED)
ROCK STEP STRUCTURE W1 CLASS B
EPHEMERAL POOL
!i UTILITY POLE
C�
RIPRAP
CREST GAUGE
ROCK STEP STRUCTURE W1 CLASS B
GRAVEL
dpQ) ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W1 CLASS B
12G2.2
28
ROCK STEP STRUCTURE W1 CLASS 5
SOIL ROADBED
ROCK STEP STRUCTURE W/ BOULDERS
ROCK STEP STRUCTURE W1 CLASS B
1 260.5
30
ROCK STEP STRUCTURE W1 CLASS B
ASPHALT
OWETLAND
ROCK CROSS VANE
o000
FLOODPLAIN INTERCEPTOR (FPI)
IPC
IRON PIPE W/ CAP
RBC
REBAR W/ CAP
INV
INVERT
ROCK L VANE
zc=
ELEV
ELEVATION
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
RCP
REINFORCED CONCRETE PIPE
ROCK L VANE W/ LOG ARM
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
SPC
STATE PLANE COORDINATES
VP
VEG PLOT
CE CONSERVATION EASEMENT
CF
COMBINED FACTOR
CC
CONTROL CORNER
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
— THALWEG
--- TB --- TOP OF BANK
PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
0 0 0 0 0
CROSS-SECTION #7-UT1
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: " = 2' FULL-SIZE, 1" = 4' HALF SIZE
C) C14
0 0 0 0 0
CROSS-SECTION #8 -UTI
HORIZONTAL SCALE: I ' = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, 1" = 4' HALF SIZE
GRID NORTH
SII)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
A
Z-70 20 /
01z�
21
Ox
22
00,,0
�
/ SOD
O
CONTROL POINT 7\' © O�
I" IPC "KEE" (508)
GROUND COORDINATES /
N: 777GO8.GO' ° c
E: I 164092.39'
ELEV: 1267.9' / +00 V
-/ 23 \
,
24
�.1
R -PIN: 5/8" RBC
L O N: 777530.79'
OQ If: 1144260.68' 2G CQ
�: \ Z: 1264.3 1' J f'
p
CROSS-SECTION #6 f
Qt R -PIN: 5/8" RBC
�° N: 777502.87
E: I I G42G 1.74'
Z: 1263.57' >�
foo� ........... .... ........... ......
°
O u �
28
260
29
O
° 30 00
LOD J/
00
001 s� O°
' X00 °O
0IV 0 v :i }
�2GO
O
O
v ZVx
vpl
00 / 6P/
c.'
}/ 1 ..
0 0
7k-
0 p0 G °?-
1255 °
�
o�
L -PIN: 5/8" RBC
N: 777539.36'
If: I 164294.99'
Z: 12G5.82'
CRO55-5ECTION #7
2 C7
0
N
5/8" RBC
'484.82'
;4286. 19'
;3.GO' °O
N
0
CONTROL POINT
I " IPC "KEE" (509)
GROUND COORDINATES
N: 777730.62'
E: I I G433G.81'
ELEV: 126G.2'
18" CPP
INV OUT: 12G9.83'
BEGIN UT I
STA: 10+00
SEAL:
S5
.00
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
CONTOUR ONINTERVAL:�.A FOO
AN AS -BUILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
BEGIN UT1
&
CROSS-SECTIONS 7 & 8
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# DATE REVISIONS
SHEET:
OF 18
N
e e
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
UT1 STRUCTURE TABLE
#
DESCRIPTION
ELEV.
20
ROCK STEP STRUCTURE W1 CLASS B
12G7.9
21
ROCK STEP STRUCTURE W1 CLASS B
12G7.0
22
ROCK STEP STRUCTURE W1 CLASS B
1 2GG.3
23
ROCK STEP STRUCTURE W1 CLASS 5
1 2G5.G
24
ROCK STEP STRUCTURE W1 CLASS B
12G4.7
25
ROCK STEP STRUCTURE W1 CLA55 B
12G3.7
2G
ROCK STEP STRUCTURE W1 CLASS B
12G3.0
27
ROCK STEP STRUCTURE W1 CLASS B
12G2.2
28
ROCK STEP STRUCTURE W1 CLASS 5
12G 1.4
29
ROCK STEP STRUCTURE W1 CLASS B
1 260.5
30
ROCK STEP STRUCTURE W1 CLASS B
1250.9
,
24
�.1
R -PIN: 5/8" RBC
L O N: 777530.79'
OQ If: 1144260.68' 2G CQ
�: \ Z: 1264.3 1' J f'
p
CROSS-SECTION #6 f
Qt R -PIN: 5/8" RBC
�° N: 777502.87
E: I I G42G 1.74'
Z: 1263.57' >�
foo� ........... .... ........... ......
°
O u �
28
260
29
O
° 30 00
LOD J/
00
001 s� O°
' X00 °O
0IV 0 v :i }
�2GO
O
O
v ZVx
vpl
00 / 6P/
c.'
}/ 1 ..
0 0
7k-
0 p0 G °?-
1255 °
�
o�
L -PIN: 5/8" RBC
N: 777539.36'
If: I 164294.99'
Z: 12G5.82'
CRO55-5ECTION #7
2 C7
0
N
5/8" RBC
'484.82'
;4286. 19'
;3.GO' °O
N
0
CONTROL POINT
I " IPC "KEE" (509)
GROUND COORDINATES
N: 777730.62'
E: I I G433G.81'
ELEV: 126G.2'
18" CPP
INV OUT: 12G9.83'
BEGIN UT I
STA: 10+00
SEAL:
S5
.00
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
CONTOUR ONINTERVAL:�.A FOO
AN AS -BUILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
BEGIN UT1
&
CROSS-SECTIONS 7 & 8
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# DATE REVISIONS
SHEET:
OF 18
N
e e
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

° °off
0
� ^ O
O o
0XO
00�
^ I
OQ
1255
SHEET 8
00 i SHEET
00
r - O �
OQ 1000- 1255 p -�
J O
CONTROL POINT r,
I " IPC "KEE" (507) 00 p (9
GROUND COORDINATES O
N: 777247.89'
E: I 163857.23'
ELEV: 1240.0 r COQ O^
r /
N/
�•r O ".
A161
o v 00
o
0 00
rw" v
30" CEDAR /
� ^
"01:1
< , vOQ 1250 ! O�
0� moo✓ O �`+
LOD , ; A
Q saw �
.°
/A25°
o o,, VP2
�o 0
^
oo ,
0 o
11
OQ 00 � Op
"°o-
o ^
7,
x
Oo Sa %
`CRs v
QOM
OO,�
v �
o° 00 CP
o
O
U O p
X
`c
r
3+50
v
s p0 COQ 00 J� 00�
�.
� 1-00 -
O
X O O - -1_
0
40
LOD x
Z'
�
h ' �I 8" SYCAMORE ` /
% 1 2" BUCKEYE X00 i
i - N 7 6 s
87.66' Z� �
O f E: 1163982.46' OU 'f
24" CHERRY + m ��� Z: 123G.70'
C)
110
x ` _
TB — 1100
30 POPLAR 12" BIRCH 12" BIRCH f /
4�1?)
21
GRID NORTH
)1 I)
ONE INCH = TWENTY FEET
HALF 51ZE: ONE INCH = FORTY FEET
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN AS -BUILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
UT1
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# DATE REVISIONS
SHEET: 9
OF 18
N
ee
P. 0. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
LEGEND
711 STRUCTURE NUMBER
BRUSH TOE
• CROSS-SECTION REBAR W/ CAP
®
RIFFLE
OO EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
POOL
DECIDUOUS TREE (AS NOTED)
EPHEMERAL POOL
UTILITY POLE
O
RIPRAP
CREST GAUGE
GRAVEL
d� ROCK STEP STRUCTURE W/ CLASS B RIP RAP
SOIL ROADBED
ROCK STEP STRUCTURE W/ BOULDERS
ASPHALT
l i
WETLAND
ROCK CROSS VANE
oQoo
FLOODPLAIN INTERCEPTOR (FPI)
IPC
IRON PIPE W/ CAP
RBC
REBAR W/ CAP
INV
INVERT
ROCK L VANE
z=0
ELEV
ELEVATION
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
RCP
REINFORCED CONCRETE PIPE
ROCK L VANE W/ LOG ARM
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
SPC
STATE PLANE COORDINATES
VP
VEG PLOT
CE CONSERVATION EASEMENT
CF
COMBINED FACTOR
CC
CONTROL CORNER
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
— THALWEG
---TB - - - TOP OF BANK
® PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN AS -BUILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
UT1
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# DATE REVISIONS
SHEET: 9
OF 18
N
ee
P. 0. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

LEGEND
STRUCTURE NUMBER
® CROSS-SECTION REBAR W/ CAP
OO EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
DECIDUOUS TREE (AS NOTED)
UTILITY POLE
CREST GAUGE
d� ROCK STEP STRUCTURE W/ CLASS B RIP RAP
ROCK STEP STRUCTURE W/ BOULDERS
ROCK CROSS VANE
ROCK L VANE
ROCK L VANE W/ LOG ARM
BRUSH TOE
® RIFFLE
POOL
EPHEMERAL POOL
RIPRAP
GRAVEL
SOIL ROADBED
ASPHALT
L� J WETLAND
0000 FLOODPLAIN INTERCEPTOR (FPI)
CE CONSERVATION EASEMENT
-— --- MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
THALWEG
---TB--- TOP OF BANK
PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
IPC IRON PIPE W/ CAP
RBC REBAR W/ CAP
INV INVERT
ELEV ELEVATION
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
RCP REINFORCED CONCRETE PIPE
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
SPC STATE PLANE COORDINATES
VP VEG PLOT
CF COMBINED FACTOR
CC CONTROL CORNER
GRID NORTH
NAD 83 (201 1)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
CONTROL POINT
I " I PC "KEE" (5 1 7)
GROUND COORDINATES
N: 77G741.35'
If: I 16459 I .G5'
ELEV: 1238.7
Z: 1237.29'
i
13x
38 00
SHEET 10 \
v7 1 I
SHEET 11 39
1235 /
3+5
40 \ m
FPI
,m / 41
VP7 /
I�1
rm
44
1 m a0-1
1
m 1 /
'1
m m
l
)55-5ECTION #9 �\ \
\
R -PIN: 5/8" RBC \ \
N: 776770.86'
E: I I G47 14.15' CD
Z: 1240.70' /
i
_ CO %
_ TB __ TB'
4 m m
l
35 \ \
/
36 0
� ` O
CROSS-SECTION # I 0 O
O°
L -PIN: 5/8" RBC
N: 776640.56'
_OD
X
�P O
18" CPP
INV IN: 1240.7'
INV OUT: 1240. 1'
O
O
a �
' &00 �, O
GIN UT2 j
10+00
% 0
O
O
L -PIN: 5/8" RBC
N: 776750.80'
If: I 164747.73'
Z: 1240.5 I
If: I 1 64643.26
Z: 1237.03'
O
o° Q)
/ U V
O
o
VP6�
42
0
O O o
0 0
CROSS-SECTION #9-UT2
HORIZONTAL SCALE: I" = 10', FULL-SIZE, I" = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, I" = 4' HALF SIZE
O N coO
O O O
CROSS-SECTION #10-UT2
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, 1" = 4' HALF SIZE
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
s,�o
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-PU1LT 5URVEY I'OR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
5HEET TITLE:
STREAM DATA:
BEGIN UT2
&
CROSS-SECTIONS 9 & 10
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REV1510NS
SHEET:
10 OF
Ni _
ff 0
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
UT2 STRUCTURE TABLE
#
DESCRIPTION
ELEV.
31
ROCK STEP STRUCTURE W/ CLA55 B
1239.9_
32
ROCK STEP STRUCTURE W/ CLA55 B
1239.2
33
ROCK STEP STRUCTURE W/ CLA55 B
1238.7
34
ROCK STEP STRUCTURE W/ CLA55 B
1238.3
35
ROCK STEP STRUCTURE W/ CLASS B
1237.5
3G
ROCK STEP STRUCTURE W/ CLA55 B
1237.0
37
ROCK STEP STRUCTURE W/ CLASS B
123G.3
38
ROCK STEP STRUCTURE W/ CLA55 B
1235.G
39
ROCK STEP STRUCTURE W/ CLA55 B
1235.0
40
ROCK STEP STRUCTURE W/ CLA55 B
1234.2
41
ROCK STEP STRUCTURE W/ CLA55 B
1233.5
42
ROCK STEP STRUCTURE W/ CLA55 B
1232.8
43
ROCK STEP STRUCTURE W/ CLA55 B
1232.3
44
ROCK STEP STRUCTURE W/ CLA55 B
1 23 1 .7
O O o
0 0
CROSS-SECTION #9-UT2
HORIZONTAL SCALE: I" = 10', FULL-SIZE, I" = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, I" = 4' HALF SIZE
O N coO
O O O
CROSS-SECTION #10-UT2
HORIZONTAL SCALE: I " = 10', FULL-SIZE, I " = 20' HALF-SIZE
VERTICAL SCALE: I" = 2' FULL-SIZE, 1" = 4' HALF SIZE
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
s,�o
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-PU1LT 5URVEY I'OR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
5HEET TITLE:
STREAM DATA:
BEGIN UT2
&
CROSS-SECTIONS 9 & 10
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REV1510NS
SHEET:
10 OF
Ni _
ff 0
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

VP4
7
� T
Q, g
— TB ----- TB —
FLOW--
24" SYCAMORE
1230 —
VP5 9
�I
INTERSECTION rt I
"ROSES CREEK" STA: 20+5 I .G9 nj
END "UT2" STA: 17+ 10.07 24" POPLi
I
00
> \
10
SHEET
p
-r-,, SHEET 4
00 \'
O �\
00>
1v
0>
\ O�
101
SHEET 11
-- -- --
3 30
\ ��--- TB
FPI
' I Z: 1237.03' O O
SHEET 11 39
/ V
0
40
12
\ m
o 4
/71
m
/ 41 %
7 ,�
42
43
1
r
ij o� oQ / f
44 ='
'n
m OO, / >
O)
1
7sX`SO/ �
� 46 °
r
° o / o
47 ^�
°
o
OC)
j O
C
`Op
,\ 1
�\ 11
'/TOP RAIL
ELEV: 1230.38'
LOW CHORD
\ / EL 1227.91
//TOP RAIL
ELEV: 1230.3 t'
[E2
B
j TOP RAIL
IXELEV
/: 1230.52'
O
/
LOD
TOP RAIL \ t_
ELEV: 12`30.56'
IN,Nona
LOD --1\
C
lei
GRID NORTH
SII)
0' 20' 40' 60'
ONE INCH = TWENTY FEET
HALF SIZE: ONE INCH = FORTY FEET
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA.
END UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE I REVISIONS
SHEET:
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
UT2 STRUCTURE TABLE
#
DESCRIPTION
ELEV.
39
ROCK STEP STRUCTURE W/ CLASS B
1235.0
40
ROCK STEP STRUCTURE W/ CLASS B
1234.2
41
ROCK STEP STRUCTURE W/ CLA55 5
1233.5
42
ROCK STEP STRUCTURE W/ CLASS 5
1232.8
43
ROCK STEP STRUCTURE W/ CLASS 5
1232.3
44
ROCK STEP STRUCTURE W/ CLASS 5
1231.7
45
ROCK STEP STRUCTURE W/ CLA55 B
1231.0
4G
ROCK STEP STRUCTURE W1 CLASS B
1230.3
47
ROCK STEP STRUCTURE W1 CLASS B
1229.8
48
ROCK STEP STRUCTURE W1 CLA55 B
1220.3
49
ROCK STEP STRUCTURE W1 CLASS B
1228.5
50
ROCK STEP STRUCTURE W1 CLASS B
1227 7
51
ROCK STEP STRUCTURE W1 CLA55 B
1227.4
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA.
END UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE I REVISIONS
SHEET:
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
LEGEND
F-1-1 STRUCTURE NUMBER
_
BRUSH TOE
• CROSS-SECTION REBAR W/ CAP
RIFFLE
EXISTING IPC IN CONCRETE (CONTROL CORNER)
CONIFEROUS TREE (AS NOTED)
POOL
�s DECIDUOUS TREE (AS NOTED)
EPHEMERAL POOL
UTILITY POLE
RIPRAP
�- CREST GAUGE
d� ROCK STEP STRUCTURE W/ CLASS B RIP RAP
GRAVEL
SOIL ROADBED
ROCK STEP STRUCTURE W/ BOULDERS
ASPHALT
I i
WETLAND
ROCK CROSS VANE
0000
FLOODPLAIN INTERCEPTOR (FPI)
IPC
IRON PIPE W/ CAP
RBC
REBAR W/ CAP
INV
INVERT
ROCK L VANE
ELEV
ELEVATION
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
RCP
REINFORCED CONCRETE PIPE
ROCK L VANE W/ LOG ARM
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
SPC
STATE PLANE COORDINATES
VP
VEG PLOT
CF CONSERVATION EASEMENT
CF
COMBINED FACTOR
CC
CONTROL CORNER
MINOR CONTOUR
1235 MAJOR CONTOUR
LOD LIMITS OF DISTURBANCE
— THALWEG
---TB--- TOP OF BANK
P PLAN CENTERLINE (*SEE NOTE 7)
OW OVERHEAD WIRE
X FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA (SFHA)
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA.
END UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE I REVISIONS
SHEET:
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

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HORIZONTAL: I" = 20' FULL-51ZE, I" = 40' HALF-SIZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
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FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88 I
CONTOUR INTERVAL: I FOOT
AN AS -BUILT SURVEY I=OR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
ROSES CREEK
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 — 06/8/16
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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-51ZF
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
LEFT TOP OF BANK
IL ;
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
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HORIZONTAL: I" = 20' FULL-51ZE, I" = 40' HALF-SIZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
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SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88 I
CONTOUR INTERVAL: I FOOT
AN AS -BUILT SURVEY I=OR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
ROSES CREEK
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 — 06/8/16
JOB: SHEET SIZE:
#140323—AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REV15ION5
SHEET
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LONGITUDINAL PROFILE -ROSES CREEK Nj m A,
HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-51ZF
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
LEFT TOP OF BANK
IL ;
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

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HORIZONTAL: I" = 20' FULL-SIZE, I" = 40' HALF-SIZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-SIZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-51ZE
LEGEND
THALWEG
WATER SURFACE
— RIGHT TOP OF BANK
-- =-v LEFT TOP OF BANK
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-5UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
511 EET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
ROSES CREEK
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REVISIONS
SHEET:
140F 18
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P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-51ZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
- _ - LEFT TOP OF BANK
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN AS -BUILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SKEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
ROSES CREEK
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF—SIZE, 22" X 34" FULL—SIZE
# I DATE 1 REVISIONS
SHEET:
15 OF
Ni
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

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HORIZONTAL: I" = 20' FULL-SIZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-51ZE
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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-51ZF
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
LEFT TOP OF BANK
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HORIZONTAL: I" = 20' FULL-51ZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-51ZE
SEAL:
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PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
END ROSES CREEK
8c
UT1
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REVISIONS
SHEET:
16 of 18
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-51ZF
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
LEFT TOP OF BANK
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HORIZONTAL: I" = 20' FULL-51ZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-51ZE
SEAL:
°�� ICA./?.0 i
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-5 7
°
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PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
END ROSES CREEK
8c
UT1
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE REVISIONS
SHEET:
16 of 18
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

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HORIZONTAL: I" = 20' FULL-SIZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-SIZE
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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, 1" = 4' HALF-51ZF
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
LEFT TOP OF BANK
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 — 06/8/16
JOB: SHEET SIZE:
#140323—AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE 1 REVISIONS
SHEET:
17OF18
Ni _
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
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HORIZONTAL: I" = 20' FULL-SIZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-SIZE
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HORIZONTAL: I " = 20' FULL-SIZE, I " = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, 1" = 4' HALF-51ZF
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
LEFT TOP OF BANK
SEAL:
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SHEET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
UT2
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 — 06/8/16
JOB: SHEET SIZE:
#140323—AB 1 11" X 17" HALF-SIZE, 22" X 34" FULL-SIZE
# I DATE 1 REVISIONS
SHEET:
17OF18
Ni _
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039

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HORIZONTAL: I" = 20' FULL-SIZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-SIZE
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PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SN EET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
UT3
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF—SIZE, 22" X 34" FULL—SIZE
# I DATE 1 REVISIONS
SHEET.
O O O O O O O O O O O O O O O O O 0"I b
0"I ?j
00 O N CO 00 O N c) Cfl 00 O N ® F
+ + + + t + + t t t + + + + + + +
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r 'r— r r r r- r— � V— r r T r T r
LONGITUDINAL PROFILE-UT3
HORIZONTAL: I " = 20' FULL-SIZE, I" = 40' HALF-51ZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
-II - LEFT TOP OF BANK
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C— 3039
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LONGITUDINAL PROFILE-UT3
HORIZONTAL: I" = 20' FULL-SIZE, I" = 40' HALF-SIZE
VERTICAL: I " = 2' FULL-SIZE, I " = 4' HALF-SIZE
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SEAL:
C °
S A
PLEASE REFER TO THE COVERSHEET
FOR THE STATEMENT OF CERTIFICATION
NOTE: SEE SHEET #1 FOR SURVEYOR'S NOTES
ELEVATION DATUM: NAVD 88
CONTOUR INTERVAL: I FOOT
AN A5-13UILT SURVEY FOR:
NC DEQ -DIVISION OF
MITIGATION SERVICES
SPO FILE #: 12 -DK
DMS PROJECT#: 96309
PROJECT:
ROSES CREEK
STREAM MITIGATION
SITE
SN EET TITLE:
STREAM DATA:
LONGITUDINAL PROFILE:
UT3
TOWNSHIP: COUNTY: STATE:
UPPER CREEK BURKE NORTH CAROLINA
DRAWN BY: CHECKED BY: SURVEY BY:
NH NC DD,KP,JA
SCALE: SURVEY DATES:
AS SHOWN 05/12/16 - 06/8/16
JOB: SHEET SIZE:
#140323 -AB 1 11" X 17" HALF—SIZE, 22" X 34" FULL—SIZE
# I DATE 1 REVISIONS
SHEET.
O O O O O O O O O O O O O O O O O 0"I b
0"I ?j
00 O N CO 00 O N c) Cfl 00 O N ® F
+ + + + t + + t t t + + + + + + +
CO) M LO LO LO Lf) LO CD CO C4
r 'r— r r r r- r— � V— r r T r T r
LONGITUDINAL PROFILE-UT3
HORIZONTAL: I " = 20' FULL-SIZE, I" = 40' HALF-51ZE
VERTICAL: I" = 2' FULL-SIZE, I" = 4' HALF-SIZE
LEGEND
THALWEG
WATER SURFACE
RIGHT TOP OF BANK
-II - LEFT TOP OF BANK
N
eei
P.O. Box 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C— 3039