20120383 Ver 1_As Built Report_2015_20160328

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT
THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY
SUPERVISION, IS AN ACCURATE AND COMPLETE REPRESENTATION OF
WHAT WAS CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL
DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS
EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 16th DAY OF
OCTOBER, 2015.
CAR04 /,
� toSEAL/59�
DAVID S. TURNER, P.L.S. # -4551 -r- L-4551 0:
SUR. .
AS -BUILT SURVEY OF
MIDDLE SOUTH MUDDY STREAM
RESTORATION PROJECT
McDOWELL COUNTY, NC
NCEEP PROJECT# 93875
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REFERENCES:
nWNFR-
NORTH CAROLINA DIVISION OF MITIGATION
SERVICES (Formerly ECOSYSTEM
ENHANCEMENT PROGRAM)
217 WEST JONES ST., SUITE 3000A
RALEIGH, INC 27603
[phone]
EEP PROJ. MANAGER: PAUL WIESNER
DESIGNER:
WOLF CREEK ENGINEERING
12 1/2 WALL ST., SUITE C
ASHEVILLE, INC 28801
[phone]
CONTRACTOR:
RIVER WORKS, INC
RALEIGH, NC
[phone]
AS -BUILT SURVEY CONTROL POINTS:
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PT# Northing(Y) Easting(X) Elev(Z) Description
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cE BRANCH
--
OC�C�
1 672158.10 1130953.56 1282.72 gps ex-cpt
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2 673478.96 1130950.27 1297.86 gps ex-cpt
N
�Zt3��o
3 673452.70 1131296.97 1333.32 gps ex-cpt
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4 672057.12 1131154.83 1292.76 ex-cpt
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11.3
1
7 672800.62 1130666.80 1274.05 ex-cpt
J
5
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8 673147.99 1130799.81 1274.65 ex-cpt
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3
13 673382.71 1130944.29 1285.23 ex-cpt
19
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Of
19 672407.91 1130716.16 1273.52 gps ex-cpt
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7
a0
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20 672308.95 1130745.51 1274.55 TLS#20 NAIL
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21 673004.77 1130515.40 1271.32 TLS#21 NAIL
Z
QLU
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BRANCH
22 673312.03 1130536.44 1270.22 TLS#22 NAIL
Q
F
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23 673356.48 1130701.97 1269.09 TLS#23 NAIL
5
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24 673314.66 1131119.75 1300.75 TLS#24 NAIL
25 673537.90 1130640.33 1268.22 TLS#25 NAIL
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26 673293.08 1130839.46 1278.23 TLS#26 NAIL
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27 672794.03 1130562.20 1271.40 TLS#27 NAIL
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SHEET
INDEX
SHEET
1 -
TITLE, VICINITY MAP, & SHEET INDEX
GENERAL NOTES:
SHEET
2 -
SOUTH MUDDY CREEK STA. 101+00 TO
105+00 I
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
oo
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
SHEET
3 -
SOUTH MUDDY CREEK STA. 105+00 TO
110+00
3. CONTROL IS BASED ON EXISTING CONTROL DATA PROVIDED BY THE
c z
G O
Lu o
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DESIGNER AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS.
SHEET
4 -
SOUTH MUDDY CREEK STA. 110+00 TO
113+00
ADDITIONAL CONTROL WAS ESTABLISHED USING TOTAL STATION METHODS
AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE
SHEET
5 -
SPROUSE BRANCH 200+00 TO 202+50
I
LISTED ON SHEET 1.
SHEET
6 -
SPROUSE BRANCH 202+50 TO 205+00
(n�z
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES
>
WCf)
W
NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
SHEET
7 -
SPROUSE BRANCH 205+00 TO 207+50
I
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION
Q
F
CONDITIONS OF THE STREAM AND GRADING RELATED TO THE MIDDLE SOUTH
SHEET
8 -
SPROUSE BRANCH 207+50 TO 208+10
MUDDY CREEK STREAM RESTORATION PROJECT AND MAY NOT SHOW ALL
0
m
W
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UTILITIES, STRUCTURES, & BOUNDARIES.
SHEET
9 -
IVA BRANCH 300+00 TO 302+50
05/18/2015
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS
PROVIDED BY THE DESIGNER AND WAS NOT VERIFIED BY TURNER LAND
SHEET
10
- IVA BRANCH 302+50 to 305+00
SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION
SHEET
11
- IVA BRANCH 305+00 TO 307+20
EASEMENT SEE PLAT RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS
SHEET
12
-IVA DITCH 400+00 TO 401+22.90
OFFICE PLAT BOOK 21, PAGE 34.
FILE: MSM CREEK 93875
AB_TILS _F.dwg
SHEET
13
- CROSS SECTIONS
AS SHOWN
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DATE:
05/18/2015
SURVEYED BY:
DST/JAP
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-007
FILE: MSM CREEK 93875
AB_TILS _F.dwg
SCALE:
AS SHOWN
SHEET
1 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND 21 '
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
`^
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER `
£SQ
MY SUPERVISION, IS AN ACCURATE AND COMPLETE VN - -- --------------- '-., EXISTING EX
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND ---------
OVERHEAD GRAVEL
I
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
------------------------ .., UTILITY o
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED -_---- ' � LIMITS OF
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AS -BUILT / ^� x
NUMBER, AND SEAL THIS 16th DAY OF OCTOBER, 2015. (Y� �2�5 /SURVEY L
cf) ; o n I
•``�� �� CARoIi�'%
f -J1272 ` t
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DAVID S. TURNER, P.L.S. L-4551 s L-4551 0: 1 0
G/ �`. EXISTING
D s. t��.` �\ STREAM CONSERVATION ;
EASEMENTrl
;
BY OTHERS O ^-
r--
FENCE 30 N I —
30 30 D 30 30 30 ^ ;1 1
30 /
BRUSH LOG SILL —3� _ D %
z�'
LOG J SOUTH TOE
THALWEG — — _ 3� DN % It I ;
HOOK MUDDY CREEK �� — — — _ a� Nr .� ,
I
— \ o
_- _ "
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-------------------- ------ — -
EX. � n
c
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® TRANSP 1271 � � ��_ jBRiDGE � � ch� I
— / I
SPROUSE BRANCH
SEE SHEETS 5-8
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JULY 2015
20' 0' 20' 40'
SCALE: 1 "=20' (22x34)
1 "=40' (1 1 x17)
CONTOUR INTERVAL = 1'
NOTES:
1. SEE SHEET 1 FOR NOTES.
2. SEE SHEET 13 FOR CROSS SECTIONS.
1270
1270 0
co
o �0 PROFILE SCALE r� J
�� rn AS -BUILT LONGITUDINAL PROFILE HORIZONTAL: 1"=20'(22x34) o NJN
LEGEND: + r M 1"=40'(11x17) +u co
fy_ooN SOUTH MUDDY CREEK VERTICAL: 1"=2'(22x34) ""D to
— . — . — • — • —THALWEG +zU) --jr N 1"=4'(11x17) CON It 1268
- — — — — — -TOP OF BANK/TERRACE 1268 owzo STA 101+00 TO 105+00 r-
- - - - - - - - - - - - - BANK/TERRACE TOE �07U N o c`\l
CE
CONSERVATION EASEMENT ��? M
X x FENCE c� m n 00 `� Co
-•---...._----........... - .... -............... LIMITS OF AS -BUILT SURVEY N(oo `r N CD (6 n n C o 1266
---y---x-- —EXISTING FENCE 1266 �N 00 W co N c5 6 NN 4 m N o a
N cD cD c0 N p O)
— EX. PROPERTY LINE (0 co N 04 00 m uri
(NOT SURVEYED) N N N M ((0 N N N
N
LOG 0CONTROL o
J HOOK POINT 1264
1264 N
TOE
BRUSH TRANSPLANT co
1262
1262
101+00 +20 +40 +60 +80 102+00 +20 +40 +60 +80 103+00 +20 +40 +60 +80 104+00 +20 +40 +60 +80 105+00
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DATE: 05/18/2015
SURVEYED BY:
DST/JAP
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-007
FILE: MSM CREEK 931175
AB TLS F.dwg
SCALE: AS SHOWN
SHEET
2 of 13

2
I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND AS–BUILT SURVEY BY:
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS TURNER LAND SURVEYING, PLLC
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED SURVEYED JULY 2015
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 16th DAY OF OCTOBER , 2015. 20' 0' 20' 40'
�o�oFEssiati'�v SCALE: 1 "-20' (22x34) £gaidN '
Q�osEL: = 1 =40 (11x17)
L-4551
o _ CONTOUR INTERVAL = 1'
DAVID S. TURN R, P.L. . #L-4551
s
LEGEND:
—•—.—•—•—THALWEG
– — — — — — – TOP OF BANK/TERRACE
- – – – – – – – – – – – - BANK/TERRACE TOE
cE CONSERVATION EASEMENT
......* -
-----------------* FENCE
.........-
.
-----••- LIMITS OF AS -BUILT SURVEY
_-- <-------- -_. -- EXISTING FENCE
— EX. PROPERTY LINE
(NOT SURVEYED)
LOG 0CONTROL
J HOOK POINT
BRUSHTRANSPLANT
TOEor-
\ �
'V' DITCH
7' W/ CLASS B RIPRAP
I
W��—
W„ E
_ SOUTH
MUDDY CREEK
W I PERMANENT STREAM
Z CROSSING (FORD)
I
1-268 LOG J
[ r i HOOK
ja262' !'% 270
+
7267
1269
1267
1269
n ;
DI
TCH
W/ LASS B RIPRAP 127p�
GATE
24"CMP
---f267.114
'-EXISTING
OVERHEAD
UTILITY
0
1268---T
T— r-
co
N
1266N N N(0 (0o
N 04 N O
co
1264
1262
105+00 +20 +40 +60 +80
THALWEG
BANK TOE /
/
LA
TRANSPLANTS
/
1269
i
STOP OF
BANK
RUSH TOE
LOG
SILL
--.-__ '• �J as
'--------------------- FEN E
--- ------ ---_-
------------------------ _
LIMITS OF
AS–BUILT
SURVEY
NOTES:
1. SEE SHEET 1 FOR NOTES.
2. SEE SHEET 13 FOR CROSS SECTIONS.
106+00
+20
AS -BUILT LONGITUDINAL PROFILE
SOUTH MUDDY CREEK
STA 105+00 TO 110+00
LOr
O
N
O 00
N �
,— c0
+40 +60
PROFILE SCALE
HORIZONTAL: 1 "=20'(22x34)
1"=40'(11x17)
VERTICAL: 1"=2'(22x34)
1 "=4'(11 x17)
to
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N
0404
of 0)
Nj O
O O N
N N co
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+80 107+00 +20 +40 +60 +80 108+00 +20
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DATE: 05/18/2015
�— SURVEYED BY:
DST/JAP
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-007
FILE: MSM CREEK-93875�
AB TLS F.dwg
SCALE: AS SHOWN
SHEET
3 of 13
----------------------
--- ---
1272
,------
D
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-----------
CONSERVATION TIONr;
-------------------- EASEMENT
--------- BY OTHERS
--
D
272
- ---- ----
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---------------------
__ _
D N
r
CCE
_�_
N
X
'V' DITCH
7' W/ CLASS B RIPRAP
I
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_ SOUTH
MUDDY CREEK
W I PERMANENT STREAM
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I
1-268 LOG J
[ r i HOOK
ja262' !'% 270
+
7267
1269
1267
1269
n ;
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W/ LASS B RIPRAP 127p�
GATE
24"CMP
---f267.114
'-EXISTING
OVERHEAD
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0
1268---T
T— r-
co
N
1266N N N(0 (0o
N 04 N O
co
1264
1262
105+00 +20 +40 +60 +80
THALWEG
BANK TOE /
/
LA
TRANSPLANTS
/
1269
i
STOP OF
BANK
RUSH TOE
LOG
SILL
--.-__ '• �J as
'--------------------- FEN E
--- ------ ---_-
------------------------ _
LIMITS OF
AS–BUILT
SURVEY
NOTES:
1. SEE SHEET 1 FOR NOTES.
2. SEE SHEET 13 FOR CROSS SECTIONS.
106+00
+20
AS -BUILT LONGITUDINAL PROFILE
SOUTH MUDDY CREEK
STA 105+00 TO 110+00
LOr
O
N
O 00
N �
,— c0
+40 +60
PROFILE SCALE
HORIZONTAL: 1 "=20'(22x34)
1"=40'(11x17)
VERTICAL: 1"=2'(22x34)
1 "=4'(11 x17)
to
O
N
0404
of 0)
Nj O
O O N
N N co
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+80 107+00 +20 +40 +60 +80 108+00 +20
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DATE: 05/18/2015
�— SURVEYED BY:
DST/JAP
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-007
FILE: MSM CREEK-93875�
AB TLS F.dwg
SCALE: AS SHOWN
SHEET
3 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 16th DAY OF OCTOBER, 2015.
` u1
CA"/
p9��.... ROli
✓ � 2�pFESS/p�?y
SEAL��:
DAVM S. TURNER, P. .S. #L-4551 L-4551
SUR,4.-
"fiiSiiiIU,\\\\`\`
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JULY 2015
20' 0' 20' 40'
SCALE: 1 "=20' (22x34)
1 "=40' (1 1 x 17)
CONTOUR INTERVAL = 1'
LEGEND:
—.—.—•—•—THALWEG
- — — — — — - TOP OF BANK/TERRACE
- - - - - - - - - - - - - BANK/TERRACE TOE
CE CONSERVATION EASEMENT
x * FENCE
------•----------------------•-••-----•-••------- LIMITS OF AS -BUILT SURVEY
- ----x - EXISTING FENCE
— EX. PROPERTY LINE
(NOT SURVEYED)
LOG Q CONTROL
J HOOK POINT
ammznBRUSH TRANSPLANT
TOE
NOTES:
1. SEE SHEET 1 FOR NOTES.
2. SEE SHEET 13 FOR CROSS SECTIONS.
CONSERVATION
EASEMENT
BY OTHERS
--------------------
-
SOUTH
IVA BRANCH
SEE SHEETS 9-11
1268
1266
•�� �t,17
/LIMITS OF I
AS -BUILT
SURVEY
I
NCE
_ I
E__ I
._CE1 I`
�r¢ _ (CA-
1264 to
N E N N N
c0 N r
N
00 U)
PROFILE SCALE � N
1262AS-BUILT LONGITUDINAL PROFILE HORIZONTAL: 1"=20'(22x34) N N
SOUTH MUDDY CREEK 1"=40'(11x17) N
STA 110+00 TO 112+75.16 VERTICAL: 1 1"=4'(11 x17) x172x34)
)
1260
110+00 +20 +40 +60 +80 111+00 +20 +40
EXISTING
FENCE
w- -
0
0
_._.4-
1268
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DATE: 05/18/2015
�— SURVEYED BY:
DST/JAP
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-007
FILE: MSM CREEK_93875
_AB_TLS _F.dwg
SCALE: AS SHOWN
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1262
1260
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112+00
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SHEET
6 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE
DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION,
IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS
CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR
ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS EXCEPT WHERE
OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER, AND SEAL THIS 16th DAY OF OCTOBER, 2015.
oFL�N CAROB'%
.oFESS
SEALn9�
DAVID S. TURNER, P. .S. #L-4551 L-4551
S UR. • '
NOTES:
1. SEE SHEET 1 FOR NOTES.
LEGEND: BOULDER
— • — • — • —THALWEG ARCH
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CE CONSERVATION EASEMENTSTEP
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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 16th DAY OF OCTOBER, 2015.
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FILE: MSM CREEK 93875
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8 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN
THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN ON THIS
DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE AND
COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT
CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 16th DAY OF OCTOBER , 2015.
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MY SUPERVISION, IS AN ACCURATE AND COMPLETE
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THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
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FILE: MSM CREEK -93875
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10 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA,
HEREBY CERTIFY THAT THE DATA SHOWN ON THIS -
DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN
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WAS CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL
DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT F NCE GATE
CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON..
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION -CE CE CE CE CE C CE-7iNUMBER, AND SEAL THIS 16th DAY OF OCTOBER , 2015.
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11 of 13

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 16th DAY OF OCTOBER, 2015.
CA Roti
SEAL
DA S. -TURNER, P.L.S. #L-4551 = r L-4551 an
s -vy
SURJ
9G.0. ,
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SCALE: 1"=10' (22x34)
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12 of 13 ..]

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I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
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MY SUPERVISION, IS AN ACCURATE AND COMPLETE
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1. SEE SHEET 1 FOR NOTES.
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