20181271 Ver 1_As-Built_2021_20210927

Mitigation Project Information Upload
ID#*
20181271
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Version* 1
Erin Davis
Initial Review Completed Date 09/27/2021
Mitigation Project Submittal - 9/27/2021
Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No
Type of Mitigation Project:*
rJ Stream r Wetlands r Buffer r Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Kelly Phillips
Project Information
ID#:*
20181271
Existing IDI#
Project Type: r DMS r Mitigation Bank
Project Name: Honey Mill Mitigation Site
County: Surry
Document Information
..................................................................................................................................................................
Mitigation Document Type:*
Mitigation As -Built Plans
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*1
Existing Version
Lyon Hills _100085_AB_2021.pdf 8.12MB
Lyon Hills _100085_MY0_2021.pdf 18.89MB
Rease upload only one R]Fof the complete file that needs to be submitted...
Kelly Phillips
.el P1/4os

APPENDIX 5. Record Drawings

Lyon Hills Mitigation Site As -Built
Wilkes County, North Carolina
for
NCDEQ
Division of Mitigation Services
pUSTIN -C"2" II RD
SITE
UTSA
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cc
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Vicinity Map
Not to Scale
CERTIFICATE OF SURVEY AND ACCURACY
PHILLIP B. KEE , 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 THE RECORD DRAWINGS WERE PREPARED BY
WILDLANDS ENGINEERING.INC. FROM DIGITAL FILES PROVIDED BY KEE
MAPPING AND SURVEYING, PA AS SHOWN ON AN AS —BUILT SURVEY FOR
"LYON HILLS MITIGATION SITE " JOB # 2101003—AB DATED __04J30121
THAT THIS SURVEY WAS PERFORMED AT THE 95% CONFIDENCE LEVEL TO
MEET THE FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS AND TO
MEET THE REQUIREMENTS OF A TOPOGRAPHIC SURVEY TO THE ACCURACY
OF CLASS A HORIZONTAL AND CLASS C VERTICAL WHERE APPLICABLE;
THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN THE DATES OF
0 J17L21 — 0 L26121; 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 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.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND
SEAL THIS 1411i DAY OF JUNE 2021, A.D.
—DocuSigned by:
-PlMti d . kee
PHILL P 8. , PL L- 4647
SEAL
L.4647
AS -BUILT AND RECORD
DRAWINGS
ISSUED MAY 28, 2021
Sheet Index
Title Sheet
Project Overview
General Notes and Symbols
Stream Plan & Profile
BMP Overview
BMP Plans
Planting Tables
Planting Overview
Planting Plans
Fencing Overview
Fencing Plan
Project Directory
0.1
0.2
0.3
1.01-1.41
2.00
2.01-2.03
3.00
3.01
3.02-3.10
4.00
4.01-4.18
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 W. Millbrook Rd, Suite 225
Raleigh, NC 27609
Jeff Keaton, PE, Project Manager
Nicole Millns, PE, Project Engineer
919-851-9986
Surveying:
Kee Mapping and Surveying, PA
88 Central Avenue
Asheville, NC 28801
Phillip B. Kee, PLS
828-645-8275
Owner:
DEQ NCDMS
1652 Mail Service Center
Raleigh, NC 27699-1652
Attention: Kelly Phillips
919-723-7365
NCDEQ Contract No. 7620
DMS ID No. 100085
USACE Action ID No. SAW-2018-01784
NCDWR Project No. 2018-1274 v1
Cr)711
H
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1
0

-
�FEMP�XS �
JANIE W. 5-772
PIN:4904-55-7721
DB: 1068 PG: 452 (TRACTS 1, 2 & 3)
ESTATE FILE 11 E-574
JANIE W. CHEEK
PIN: 4904-54-8184
DB: 1068 PG: 452 (PORTION
OF TRACT FOUR)
ESTATE FILE 11 E-574
STA. 800+00
BEGIN UT5
REACH 1 (ENHANCEMENT II)
STA. 804+37
END UT5
REACH 1 (ENHANCEMENT II)
BEGIN UT5
REACH 2 (RESTORATION) q
STA. 703+18
END UT5A
(ENHANCEMENT II)
STA. 802+12
UT5 REACH 1
(ENHANCEMENT II)
STA. 100+61
BEGIN SPARKS CREEK
(ENHANCEMENT II)
STA. 808+00
END UT5
REACH 2 (RESTORATION)
STA. 101+12
SPARKS CREEK (ENHANCEMENT II)
/
/
,
1.36
1.39
RICKY C. CARROLL & WIFE
LISA B. CARROLL
PIN: 4904-76-4116
PORTION OF DB: 859 PG: 207
(FIRST TRACT)
HORACE RANDLE WOOD
PIN:4904-74-6732
DB: 1156 PG: 106 (EXHIBIT R, TRACT I)
STA. 700+00
BEGIN UTSA
(ENHANCEMENT II)
UT5A
STA. 602+33
END UT4
REACH 1 (RESTORATION)
BEGIN UT4
REACH 2 (ENHANCEMENT II)
STA. 102+75
SPARKS CREEK
(ENHANCEMENT II)
START CREDITS
✓jO _ _
/ STA. 228+06
END HANKS BRANCH
REACH 2 (ENHANCEMENT II)
BEGIN HANKS BRANCH
REACH 3 (ENHANCEMENT I)
HORACE RANDLE WOOD
PIN: 4904-85-2899
DB: 1156 PG: 106 (EXHIBIT R, TRACT II & III)
BOBBY J. HOLBROOK & WIFE
RITA K. HOLBROOK
PIN:4904-85-7507
DB: 849 PG: 279
STA. 500+00
BEGIN UT3
REACH 1 (RESTORATION)
STA. 550+00
BEGIN UT3A
(ENHANCEMENT II)
STA. 600+00
BEGIN UT4
REACH 1 (RESTORATION)
STA. 605+55
END UT4
REACH 2 (ENHANCEMENT II)
BEGIN UT4
REACH 3 (RESTORATION)
1.26
�FEMA'XS
STA. 233+87
END HANKS BRANCH
HORACE RANDLE WOOD REACH 3 (ENHANCEMENT I)
PIN:4904-63-7463 STA. 110+12
DB: 1156 PG: 106 (EXHIBITQ TRACT II) SPARKS CREEK (ENHANCEMENT II)
FEMA-XS FEMA-XS
STA. 110+54
END SPARKS CREEK
(ENHANCEMENT II)
JOHN E. LYON
PIN: 4904-73-6035
(PORTION OF DB: 557 PG: 4371
ESTATE FILE 00E-173
1.34
rFEI A x� JOHN E. LYON
PIN: 4904-82-0576 /
PO ION OF DB: 557 PG: 433
I( ( („050, RANDEL M. FENDER & WIFE
\ \ \ ETTA
PIN: 4904-82-19FENDER64
DB: 1270 PG: 163
STA. 552+53
END UT3A (ENHANCEMENT II)
STA. 506+30
UT3 REACH 1 (RESTORATION)
STA. 506+55
END UT3
REACH 1(RESTORATION)
BEGIN UT3
REACH 2 (ENHANCEMENT II)
STA. 511+02
END UT3
REACH 2 (ENHANCEMENT II)
BEGIN UT3
REACH 3 (RESTORATION)
Qo
ct-
JO
Q
O
O
STA. 517+34
END UT3
REACH 3 (RESTORATION)
BEGIN UT3
REACH 4 (ENHANCEMENT II)
08
CE
3J
3J
STA. 520+06
END UT3
REACH 4 (ENHANCEMENT II)
STA. 225+25
HANKS BRANCH
REACH 2 (ENHANCEMENT II)
STA. 608+36
END UT4
REACH 3 (RESTORATION)
STA. 226+42
HANKS BRANCH
REACH 2 (ENHANCEMENT II)
RANDEL M. FENDER&WIFE
ETTA FENDER
PIN: 4904-83-4149 1
DB: 1254 PG: 205
0
40' SURRY-YADKIN E.M.C.
UTILITY LINE EASEMENT
EDDIE D. BLACKBURN, JR. & WIFE
HEATHER BLACKBURN
PIN:4904-95-3428
DB: 1199 PG: 210
TO S. R. 1749
HORACE RANDLE WOOD
PIN: 4904-94-1831
DB: 1156 PG: 106 (EXHIBITQ, TRACT III)
1.17
STA. 400+12
BEGIN UT2
(ENHANCEMENT II)
STA. 216+99
END HANKS BRANCH
REACH 1 (ENHANCEMENT II)
BEGIN HANKS BRANCH
REACH 2 (ENHANCEMENT II)
STA. 400+90
END UT2 (ENHANCEMENT II)
I RANDEL M. FENDER & WIFE
ETTA FENDER
PIN: 4904-83-7188
DB: 1216 PG: 280
U
1.16
/ MICKEY L. DURHAM & WIFE
LEFF J. BENGE
PIN: 4914-04-5444
DB: 819 PG: 474
JENNIFER A. LEONARD
& HUSBAND JIMMIE E. LEONARD
PIN: 4904-93-0182
DB: 766 PG: 199 &
DB: 1179 PG: 338
LINDA M. DURHAM
PIN: 4914-05-0896
DB: 1249 PG: 99
PB: 11 PG: 569 (TRACT4)
STA.300+28
BEGIN UT1 RICHARD D. LYON & WIFE
(RESTORATION) / TAMMY W. LYON
/ PIN: 4914-05-1582
DB: 731 PG: 267
/
STA. 300+88
UT1 (RESTORATION)
BEGIN CREDITS
STA. 200+21
BEGIN HANKS BRANCH
REACH 1 (ENHANCEMENT II)
STA. 308+93
END UT1 (RESTORATION)
STA. 203+08
HANKS BRANCH REACH 1
(ENHANCEMENT II)
N/F
LEFF J. BENGE
PIN: 4914-04-5444
DB: 819 PG: 474
0' 150' 300' 450'
(HORIZONTAL)
Aa �o
4045 15P:I
ticn
O
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0
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Project Overview
T
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Pre -Construction Features
X X
III III III
Au Au
E
EXISTING PROPERTY LINE
EXISTING FENCING
EXISTING STORM PIPE
EXISTING BEDROCK
EXISTING FARM ROAD
EXISTING WETLAND
EXISTING SPRING
EXISTING ELECTRIC BOX
CE
— CE-IX
CE
CE IX-
100
000000000
077777777
777777707
077777777
777777707
Design Features
CONSERVATION EASEMENT
CONSERVATION EASEMENT INTERNAL CROSSING
NOT FOR CREDIT
DESIGN ENHANCEMENT I REACH
DESIGN ENHANCEMENT II REACH
DESIGN RESTORATION REACH
DESIGN BANKFULL
DESIGN MAJOR CONTOUR
DESIGN MINOR CONTOUR
DESIGN CULVERT
DESIGN 5 WIRE FENCE
DESIGN WOVEN WIRE FENCE
DESIGN LOG VANE
DESIGN LOG SILL
DESIGN BOULDER SILL
DESIGN LOG J-HOOK
DESIGN ROCK VANE
DESIGN ROCK STEP POOLS
DESIGN ROCK CASCADE
DESIGN FLOODPLAIN OUTLET
DESIGN RIFFLE
DESIGN STREAM BANK GRADING
DESIGN FORD CROSSING
DESIGN FARM ROAD
DESIGN BOULDER TOE
DESIGN TRANSPLANTED SOD MAT
DESIGN BRUSH TOE
DESIGN 2" TUBE STEEL GATE
DESIGN DOUBLE 2" TUBE STEEL GATE
As -Built Features
(1001
—LOD—LOD—
III III III
Xs#
,:t•fr
D3A
PP ##
CG/FG
BAROTROLL
VP ##
VEG
v v v v v v v vv
v v v v v v v vo
• • • •
LLB
LLLLL.
LLLLLL�
LLLLLLL
LLLLLLL
LLLLLLLLLL
LLLLLLLLLLL
,., LLLLLLLLL
LLLLLL
d�a
AS -BUILT STREAM ALIGNMENT
AS -BUILT STREAM ALIGNMENT DEVIATION
AS -BUILT BANKFULL
AS -BUILT MAJOR CONTOUR (5')
AS -BUILT MINOR CONTOUR (1')
LIMITS OF DISTURBANCE
AS -BUILT CULVERT
AS-BUILTS WIRE FENCE
AS BUILT WOVEN WIRE FENCE
CROSS SECTION
PHOTO POINT
STREAM GAUGE - CREST/FLOW
BAROTROLL
VEGETATION PLOT
AS -BUILT LOG VANE
AS -BUILT LOG SILL
AS -BUILT BOULDER SILL
AS -BUILT LOG J-HOOK
AS -BUILT FLOODPLAIN OUTLET/RIP RAP
AS -BUILT FARM ROAD
AS -BUILT FORD CROSSING
AS -BUILT RIFFLE
AS -BUILT BOULDER TOE
AS -BUILT TRANSPLANTED SOD MAT
AS -BUILT BRUSH TOE
AS -BUILT TREE
AS -BUILT 2" TUBE STEEL GATE
AS -BUILT DOUBLE 2" TUBE STEEL GATE
�
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General Notes and Symbols
T
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NOTE:
1. DEVIATIONS FROM THE DESIGN
WILL BE SHOWN IN RED.
E
z

1160
1155
1150
1145
1143
PRE -CONSTRUCTION GRADE
-1
100+00
100+50
17970-r79
0J'11Ari �P���
4iri
''jj�i o
J
ail-\N/
STA. 806+93
INTERNAL CROSSING
UT5 REACH 2 (RESTORATION)
1165
-0 �0
STA. 100+61
BEGIN SPARKS CREEK
REACH 1
101+00
101+00
I
101+50
C
001 00l
STA 100+98 - 101+07
BRUSH TOE INSTALLED TO
INCREASE BANK STABILITY
STA. 101+12
SPARKS CREEK
STA. 808+00
END UT5
REACH 2 (RESTORATION)
102+00
001--001 - 001
2
00
CE
102+50
007
SPARKS CREEK
3
3J
STA. 102+75
SPARKS CREEK
REACH 1 (ENHANCEMENT II)
BEGIN CREDITS
CE
CE
/
CE
103+00
CE
1165
03+00
33-33-33-33-33-33-33_33-33_33-
33 -I--3
103+50
CE
104+00
CE CE
104+00
1160
1155
1150
1145
1143
104+25
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT5 IS ADDRESSED ON
SHEETS 1.35 THROUGH 1.39.
0' 2' 4'
6'
(VERTICAL)
z
1
1
0' 20' 40' 60'
(HORIZONTAL)
Q
U

1160
1155
1150
1145
1142
PRE -CONSTRUCTION GRADE
AS BUILT GRADE
104+25
104+50
105+00
105+50
106+00
106+50
107+00
107+50
108+00
1160
1155
1150
1145
1142
108+50
CE CECECECECECECECECE
PP 24
105+00
VEG
VP 8
D3A
CE
SPARKS CREEK
1160
0
0
CE CECECE
01
106+00
OO1 ---- 001
STA. 106+80
INTERNAL CROSSING
SPARKS CREEK
(ENHANCEMENT II)
30 30 30 30 30 30 30 30 30 30 30 30 3J 30
AO�
g+00
STA. 107+22
-- INTERNAL CROSSING
SPARKS CREEK
(ENHANCEMENT II)
003
0
Ico
14
to
r
IN
1111
30 - 30 - 30 - 30 - 30 - 30 - 30 i 12
U =
la
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4'
6'
0'
20'
(VERTICAL)
40'
60'
(HORIZONTAL)
=1
O
a) U•
Z U
co
xct
O
U
0
z
z

1160
1160
1155
1150
1145
1140
...L.-PRE-CONSTRUCTION GRADE
V
MMEMME
108+50
109+00
109+50
110+00
110+50
111+00
1155
1150
1145
1140
111+20
CE
Q@l
SPARKS CREEK
109+00
3D
3D
3D
3D
STA. 110+12
SPARKS CREEK
REACH 1 (ENHANCEMENT II)
STA. 233+87
END HANKS BRANCH
REACH 3 (ENHANCEMENT I)
3D
3D
3D
3D
3D
STA. 110+54
END SPARKS CREEK
REACH 1 (ENHANCEMENT II)
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR HANKS BRANCH IS
ADDRESSED ON SHEETS 1.04 THROUGH 1.11.
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
z
z
co
1

S-BUIL
GRADE
PRE -CONSTRUCTION GRADE
200+21 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50
STA. 200+21
BEGIN HANKS BRANCH
REACH 1 (ENHANCEMENT II)
STA 200+56
ROCK FLOODPLAIN OUTLET ADDED TO
STABILIZE FLOW FROM FLOODPLAIN
CC CE- CC CC CE CC CE Cf -
LOD-LOD L-0D
HANKS BRANCH
ODLOD-LOD-LOD�LOD
STA. 203+08
HANKS BRANCH
REACH 1 (ENHANCEMENT II)
STA. 308+93
END UT1
REACH 1 (RESTORATION)
_OD
-J O LOD
PP STA 201+97-202+44
NEDTO
G �L 40 LF REALIGNED TO
netairin
,1205 , LOD LMirj�'= STABILIZE CHANNEL
93A
P3
1210
ROCK FLOODPLAIN OUTLET
STA 202+47
ADDED TO STABILIZE
FLOW FROM FLOODPLAIN Z
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT1 IS ADDRESSED ON
SHEETS 1.12 THROUGH 1.16
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)

EILE
206
00
1195
3
-GE
ALE
207+00
1200
1195
1190
1185
1183
AS BUILT GRADE
V/ `—
i
agib
•
L:T:NG
RADE
204+50
205+00
205+50
206+00
206+50
207+00
207+50
208+00
208+50
1200
1195
1190
1185
1183
209+00
ul
1 (
1 STA. 205+21
HANKS BRANCH
REACH 1 (ENHANCEMENT II)
1 STA.900+91
END SPSC1
1>>
205+00
LOg 00
0
1205
2,7
PP 4�
OD
1210
33
\
33
HANKS BRANCH
33
33
2p8+
33
33\
33
Ala
33
133
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR SPSC1 IS ADDRESSED ON
SHEET 2.01.
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
Q

1195
1190
1185
1180
1176
PRE -CONSTRUCTION GRADE
/
MMEMMI
s
AS -BUILT GRADE
209+00
O0
209+50
• Ala
210+00
0
210+00
C4
+
I _007� O^ 007 r-y""
0 o
NI STA 210+14
ROCK FLOODPLAIN OUTLET
)��1 ADDED TO STABILIZE FLOW
jj INTO STREAM FROM FLOODPLAIN
z1 \ 30 30 3D 3D 3D 3D
r1
cc<I
210+50
3D 3D 3D 3D
211+00
HANKS BRANCH
3D
211+0
3D
• Ala
211+50
1.14
212+00
PP 6
212+50
i / Ur
2
3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D
C�
1195
1190
1185
1180
1176
213+00
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
• ct
�
• O
a) ▪ U
-6 411
• 0
▪ z
biD
•
ct
cr
a)
• 4
0
Q

1190
1190
1185
1180
1175
1170
PRE -CONSTRUCTION GRADE
•-M
AS BUILT GRADE
213+00
213+50
214+00
214+50
215+00
215+50
216+00
216+50
217+00
1185
1180
1175
1170
217+50
1
�kE
�E-GE-----GE
HANKS BRAC
NH
1+00 40
11
1
1 30 _ 30 - 30 - 30 - 30 - 30 - 30 - 30 - 30 - 30 - 30
31�
1
214+0p
LOD
116"..1r1IMMIE.11.0 Wm.
LOD LOD
60
VP 4
93A
VEG
>
215+00
PP 7a
30
30
30
30
30
30
STA. 400+12
BEGIN UT2
(ENHANCEMENT II)
30
30
30
30
cF
STA. 216+99
END HANKS BRANCH
C./N, REACH 1 (ENHANCEMENT II)
BEGIN HANKS BRANCH
REACH 2 (ENHANCEMENT II)
STA. 400+90
END UT2 (ENHANCEMENT II)
30/ \
4;
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT2 IS ADDRESSED ON
SHEET 1.17.
2
0' 20' 40' 60'
(HORIZONTAL)
11
1
0' 2'
4' 6'
(VERTICAL)

C 1185
1185
1180
1175
1170
1165
PRE -CONSTRUCTION GRADE
AS -BUILT GRA
DE
/
217+50
218+00
218+50
219+00
219+50
220+00
220+50
221+00
221+50
1180
1175
1170
1165
222+00
\
CE
CE
CE
CE
CE
CE
CE
moViiiitill...:
218+00 t_... �';
raw- ■�
\.mMrNi��rrP-� ��a—
OD LOD aa
�j
Gal
\
\
30 33
\
3D
01 - col
30
30
CE
LOD
CE
CE
CE
NP\(S okOCN
219+00
LOD
STA 219+54
ROCK VANE REPLACED WITH
(3O1 LOG 1-HOOK DUE TO NEED
QO1 FOR IN -STREAM STABILITY
30
30
CE
CECE_CE_
STA 219+38 - 221+84
30
3030- 193 LF REALIGNED TO
STABILIZE CHANNEL
30 30
JJ
CE
1
CE
007
00
CE
CE
CE
CE CE
STA 221+30 - 221+70
BOULDER TOE REPLACED WITH
BRUSH TOE DUE TO EXTRA
BRUSH AVAILABLE AT THIS LOCATION
drinuocrjrniivoriprapoi
,neij
jhrrjpeir
OD .
/
CE
/
9 /
/
/
/
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
CO

1175
1170
1165
1160
1156
\
..-�-----___
PRE -CONSTRUCTION
GRADE
�..
—�/
,\
‘`""tee
222+00
222+50
223+00
223+50
224+00
224+50
225+00
225+50
226+00
1175
1170
1165
1160
1156
226+50
/
/
1:1 /
.)
cj/
r,„
I 1 %/
/00 / m1 CEO CE_CE_CE_CE
p / CE�CE�CE�
/
223+0,
PP10a
518+00
HANKS BRANCH
2N
519+0
z
CE CE STA.225+25
HANKS BRANCH REACH 2
(ENHANCEMENT II)
STA. 520+06
END UT3 REACH 4
(ENHANCEMENT II)
STA 225+82
FLOODPLAIN OUTLET NOT INSTALLED
DUE TO ADEQUATE STABILITY ON BANK.
7 /
o
STA. 226+42
HANKS BRANCH
REACH 2 (ENHANCEMENT II)
STA. 608+36
END UT4 REACH 3
(RESTORATION)
STA. 607+36
INTERNAL CROSSING
UT4 REACH 3
(RESTORATION)
STA. 606+96
INTERNAL CROSSING
UT4 REACH 3
(RESTORATION)
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT3 IS ADDRESSED ON
SHEETS 1.18 THROUGH 1.27.
3. AS -BUILT INFORMATION FOR UT4 IS ADDRESSED ON
SHEETS 1.30 THROUGH 1.34
\ r��� ����i•
Pg$' ©iv
x 1.
/Aro.7,707
00
0' 2' 4'
6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
zz
112
z
O
U

1165
1165
1160
1155
1150
1146
PRE-CONSTRUCTION GRADE
---
AS-BU LT CULVERT
INV: 1159.19
226+50
1
CE
227+00
CE
2-48" CMP PIPE CULVERTS
227
50
STA. 227+64
INTERNAL CROSSING
HANKS BRANCH
REACH 2 (ENHANCEMENT II)
CE
CE
CE
AS -BUILT ROAD CROSSING
fELEV:1163.53
1
AS-BU LT CULVERT
INV: 1157.17
DUAL 48" CMP PIPE CULVERTS
INV IN: 1158.30-1159.19
INV OUT: 1156.70 1157.17
O /3J
1
228+00
33
30
30
CE
228+50
CE
30
p0�
0
33
229+00
STA. 228+06
INTERNAL CROSSING
END HANKS BRANCH
REACH 2 (ENHANCEMENT II)
BEGIN HANKS BRANCH
REACH 3 (ENHANCEMENT I)
CE
\ CE
CE
CE
G07
100
007
LOP
33
007
\ CE
(--
LOD
30
007
3
AS BUILT GRADE
DESIG
229+50
CE
0
N GRA
CE
s
DE
CE
230+00
CE
HANKS BRANCH _CE_
30
30
a230
007
007
007
30
00 p
LOD
0
007
230
Ii0
1160
1155
1150
1146
50
.07—
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0'
o'
2'
(VERTICAL)
20'
(HORIZONTAL)
4'
40'
6'
60'
W
ozh
I-aZ ��Ha
PQ

1160
1155
1150
1145
1141
------------
DE
SIGN G
RADE
PRE-CONSTRUCTI N GRADE
AS B
UILT G
RADE
230+50
231+00
231+50
232+00
232+50
233+00
233+50
1160
1155
1150
1145
1141
233+88
—LOb
LOD
CE
- LO
PP 11
-----___________________
______
- - -
+i
_MNJ 33 _ 33
------
------
-----------------------------
----------- ---- --------------------
33_3J _ 3J -3J-3J�3J-�----------------------------
----—
°---------03D
CE
CE
HANKS BRANCH
CECE�CE�
LOD
CE
LOD��n
CE
CE
232+00
CE
CE
LOD;— LO_DLOD
CE
•
CE
CE
CE
233+00
CE
0
CE
CE
LOD
PP 12
CE
LOD
a
CE
007
J
U
2
2
00
1155
O
0
CE CE
CE
STA. 233+87
END HANKS BRANCH
REACH 3 (ENHANCEMENT I)
STA. 110+12
SPARKS CREEK REACH 1
(ENHANCEMENT II)
SPARKS CREEK
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR SPARKS CREEK IS ADDRESSED
ON SHEETS 1.01 THROUGH 1.03.
0' 2' 4'
6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
�µ �V1INTry
Q

1245
1245
1240
1235
1230
1228
PRE -CONSTRUCTION GRADE
L—
DESIGN GRADE
AS -BUILT GRADE
�I
300+00
300+50
301+00
301+50
1240
1235
1230
1228
302+00
0
0+
0
OOl
STA. 300+88
UT1
REACH 1 (RESTORATION)
BEGIN CREDITS
CE D � LOD CE
ELOD CE � CE LOD CE
CE � CE � CE � CE LOD
LII� LOD - LI' LOD
IININWSPCNangh
3J
007
007 i001
ti
3J
3J
3J
cE LOD—LOD
3I.
0 _
0_
N
0 —
m_
w-
1 z,
123
F—
Q-
2
Dg:
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
z
0' 2'
4'
6'
(VERTICAL)
z
N
1
1
3J
3J
0' 10'
20'
30'
(HORIZONTAL)
z

1235
1230
1225
1221
AS
-BUILT GRAD
i
DESI
GN GRADE
L—
302+00
302+50
303+00
303+50
1235
1230
1225
1221
304+00
LUv
— 3 30
LOD LOD
QOl
001 — 001
QOl
STA 303+09
BOULDER SILL SUBSTITUTED WITH
LOG SILL DUE TO EXTRA LOG AVAILABLE
001-- 00
I�j3i • snr�
tilt
007
CE SCE—��ECE
LL
g z-
J
II
}Q
123g 1
30 30 3J
30 30 30 30 30 30 3J 30 3J0
1 3000T _OOI�T �u 00� 3J C— 3 �001 3J 0305
O235) 12
O
M—
O —
3 — 3J 3J OM 30
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4'
6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
z
z
co
1
1

1230
1230
v
1225
1220
1215
1213
AS -BUILT GRADE
DESIGN GRADE
PRE -CONSTRUCTION GRADE
304+00
304+50
305+00
305+50
1225
1220
1215
1213
306+00 306+10
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
z
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
z
z
1
1

i
1215
1210
1205 -
1202
tom\ ....^
".....
A.......sI
r
\ \
�\
AS -BUILT ROAD
CROSSING
ELEV:1210.79
%...`,`
AS -BUILT
GRADE
\\
\
PRE -CONSTRUCTION
GRADE
\
!
`
/ _ _
-
AS
-BUILT CULV
`
I
INV:
1206.45
DESIGN
GRADE
AS -BUILT
CULVERT
- /
INV:
1207.88
306+10
306+50
307+00
307+50
1215
1210
ERT
1205
1202
308+00
LLL
LLLL \�
+LLL
\ L LLLLL �� - �R LLL
LLLLLLLLLLLLLLL LL
�L�LL- L
LLLLLL
.CE
ESE Ala
001 — c
QOl
— 10
3D
CE
Q01 - 007
E—A,E
Ala ELLE ESE Ala
E
STA 307+26 - 307+36
BRUSH TOE NOT INSTALLED
DUE TO ADEQUATE STABILITY
007
OOl
STA 306+40 - 306+60
BOULDER TOE EXTENDED TO
PROVIDE ADDITIONAL BANK STABILITY
3D
3D
3D
3D
3D
001
3D
CE CE
CE
\OD
LOD
UT1
STA. 307+47
INTERNAL CROSSING
UT1 (RESTORATION)
49" X 33" CMP PIPE ARCH CULVERT
INV IN: 1207.101207.88
INV OUT: 120G.10 1206.45
3D
STA 307+98 - 308+05
LOG SILL AND BRUSH
TOE NOT INSTALLED DUE
TO ADEQUATE STABILITY
STA. 307+87
?. INTERNAL CROSSING
UT1 (RESTORATION)
LOD
308 �0
Wit
LOD
E —CE
/
/
/
/
VOO
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2'
4'
6'
(VERTICAL)
10'
20'
30'
(HORIZONTAL)
�
O
U
z
rt
0
Cn
•
cn
0
z
z

1210
1210
1205
1200
1195
1193
•
•
\,
\•
•
PRE -CONSTRUCTION GRADE
TAS-BUILT GRADE
DESIGN GRADE-,
308+00
308+50
1205
1200
1195
1193
308+93
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR HANKS BRANCH IS
ADDRESSED ON SHEETS 1.04 THROUGH 1.11.
1°14,14,1'
41
'.�'��
r�' 1��STA. 308+93
ar �� END UT1
�� REACH 1 (RESTORATION)
STA. 203+08
�+-:�� ® HANKS BRANCH !
� �� �� e��, , ,�; "1 REACH 1 (ENHANCEMENTaI)
rff� cy \°o o
z
o
0
\
0' 2' 4'
6'
(VERTICAL)
z
1
1
0' 10' 20' 30'
(HORIZONTAL)
z

1190
1190
1185
1180
1175
1170
PRE -CONSTRUCTION GRADE
400
00
400+50
400
1185
1180
1175
1170
90
CE
Ck
UT2
STA. 400+12
BEGIN UT2
REACH 1 (ENHANCEMENT II)
CE
CE
CE
PP 13a
CE
CE
CE CE CE CE CE CE CE CE
17+00
STA. 400+90
END UT2
REACH 1 (ENHANCEMENT II)
STA. 216+99
END HANKS BRANCH
REACH 1 (ENHANCEMENT II)
STA. 216+99
BEGIN HANKS BRANCH
REACH 2 (ENHANCEMENT II)
CE
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR HANKS BRANCH IS
ADDRESSED ON SHEETS 1.04 THROUGH 1.11.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
•0011V1111l ffy _ J
fi1
ifok 'CON'
Q

1245
1240
1235
1232
AS -BUILT GRADE
i--
D
ESIGN GRAD
E
—
--
500+00
500+50
501+00
501+50
1245
1240
1235
1232
502+00
STA. 500+00
BEGIN UT3
REACH 1(RESTORATION)
<D
LO
STA 500+00 - 500+12
SOD MATS INSTALLED ON BOTH
BANKS TO INCREASE BANK STABILITY
DOWNSTREAM OF UT3 BMP
LOD
J \
LOD
LOD
LOD
UT3
O
COD
LOD
VOD
LOD
CE
_.1240
---LOD—
O
±
O —
Lt
v7
l
Iz
\H
1a
12
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT3 BMP IS ADDRESSED ON
SHEET 2.02.
0'
2' 4'
6'
(VERTICAL)
I �
O
U
O
z
rt
4 U
cn
0
\ 71
0' 10' 20' 30'
(HORIZONTAL)

V
1240
1235
1230
1225
1224
AS -BUILT GRADE
I
N /
-
I\ -
DESIGN GRADE
502+00
502+50
503+00
503+50
1240
1235
1230
1225
1224
504+00
AIL
CE
CE
CE
-1240-__
STA 502+05
ROCK FLOODPLAIN OUTLET ADDED
TO STABILIZE FLOW FROM WETLAND
LLLL
LLLLLL
LLLLL
� `LL
O
I-i
,sos1 ��
LLLLL
LLL,L LLL,
LLLL \�,7 I�OOQ _!
CE
CE
CE
LLI
Z
= LO
—_ LOD — LOOS �0
Q32 hDi
PP 18
LOD
3
D
O
235---------- -_
D
CE
C
COD
33
33
33
33
33
33
33
001
001
001
UT3 Boa
uv,
LOD
O
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
E )CE—
.1230 _.,.
-1230
LOD — LOD
- 50 00
3D3D3D3D3D3.)
10.
t
1O
Ln
IQ
2
Iz
la 0 2 4
12
6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

1230
1225
1220
1215
L-
DESIGN
GRADE
L-
AS BUILT GRADE
-
504+00
504+50
505+00
505+50
1230
1225
1220
1215
506+00
- 50100
IOD
OOI � 001 007
CE
CE
CE
01
CE
y� LL:.
LL` LLLLLLyy
LOD LOD -
LOD
007
CE
CE 7CE
001
CE
STA 504+95
ROCK FLOODPLAIN OUTLET ADDED TO
STABILIZE FLOW FROM FLOODPLAIN
3D
rLO
3D
3D
v00
33---- 33
CE
0,01-
3D
CE
3D
LOD
3D
3D
3D
3D
33---- 33
CE
PP19
3D
33
c,
CE
D
c
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
z
z
N
1

1220
1215
1210
1207
STA. 506+30.35
ELEV = 1218.18
AS -BUILT GRADE
\\_
DESIGN GRAD
E
P
RE-CONSTRU
TION GRADE
7-
506+00
506+50
507+00
507+50
1220
1215
1210
1207
508+00
STA. 506+30
UT3 REACH 1(RESTORATION)
STA. 552+53 /
END UT3A (ENHANCEMENT II) /
LOD
�L p
PP 26i
L( STA. 506+55
END UT3
REACH 1 (RESTORATION)
BEGIN UT3
REACH 2 (ENHANCEMENT II)
UT3
STA 506+53 - 506+77
21 LF REALIGNED TO
STABILIZE CHANNEL
30
3D
3D
CE
Lop
30
Ct —
2
AL AL
o AL ALL AL
J
LOD CLOD
30
AL
Oq'
AL A
AL
'u,j/
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT3A IS ADDRESSED ON
SHEETS 1.28 AND 1.29.
0'
2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
I �
O
U
O
z
rt
4 U
cn
•
a)
m

1215
1215
1210
1205
1200
1195
•
•
•
•
•
PRE -CONSTRUCTION GRADE
AS -BUILT GRADE
508+00
508+50
509+00
509+50
1210
1205
1200
1195
510+00
�E-
1
1
1
1
1
1
�t
CE
CE
30
CE
30
CE
CE
CE
CE
CE
CE
CE
UT3
ao
STA 509+36
LOG SILL INSTALLED AS GRADE CONTROL TO
INCREASE DEPTH OF DOWNSTREAM POOL
30
30
30
30
CE
007
007
CE
CE
CE
CE
0
10
0
c-I
��—�
CE CE Q
N
w
z
J
U
a
2
a01�
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4'
6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

1200
1195
1190
1185
PRE -CONSTRUCTION GRADE
AS -BUILT GRADE
DES
IGN GRADE
510+00
510+50
511+00
511+50
1200
1195
1190
1185
512+00
3D + 3D
CE CE CE CE V(95
0
J
/ VOO
CE C
CE
4,40.1.-1,9716-111114114
i ;14*
007
007
CE
CE
CE
- STA.511+02
END UT3
REACH 2 (ENHANCEMENT II)
BEGIN UT3 UT3
REACH 3 (RESTORATION)
007
STA 511+58 AND 511+66
BOULDER SILLS SUBSTITUTED WITH LOG
00 SILLS DUE TO EXTRA LOAVAILABLE
v �
COD." •', _ •O3
003
3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D
007
03
0
0
N
tt1
Ia
Imo'
z
IJ
IE'
00,
3J 3p 0r
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0
2' 4' 6'
0
(VERTICAL)
10' 20' 30'
(HORIZONTAL)

1195
1195
V
1190
1185
1180
1179
AS -BUILT GRADE
DESIGN GRADE
512+00
512+50
513+00
513+50
1190
1185
1180
1179
514+00
CE CE CE CE
007
CE
007
001--- 001
007
UT3
,0O-1
00%_ 0O-1
WU
LOD
0O'
3D
CE CE
a01
3D 3D 3D
001
0
001 -
SOD
v
N
C
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4'
6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
oz�
Z A d m
I-aZ ��Ha
Fy y
I
• O
U
O
biD
▪ ct
4U
• cn
0
N

V
1185
1180
1175
1171
AS -BUILT GRADE
DESIGN GRADE
1
L-
514+00
514+50
515+00
515+50
1185
1180
1175
1171
516+00
LOD .D
i I
OD
001
OD OD OD LO
001
001
301
30
CE
LOp
CE
top
CE
CE
CE
CE
LOD-LOD-LOD
PP 23
--1180
Cf \
LO
Cf \
Cf \
LOD
LOD
Cf \
LOp
00 001 - aol aol 3' �19 4 l0-\Q�I aol�aol 0p7
p0 30_ 33 �g
1 ' 30
30
30
30
33
LOp
/
/
/
/
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

AS -BUILT ROAD CROSSING
ELEV:1177.89-\
STA. 516+15
INTERNAL CROSSING
UT3 REACH 3
(RESTORATION)
STA. 516+61
INTERNAL CROSSING
UT3 REACH 3
(RESTORATION)
49" X 33" CMP PIPE ARCH CULVERT
INV IN: 1174.361174.58
INV OUT: 1173.461174.09
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
STA 517+28 - 517+52
23 LF REALIGNED TO
STABILIZE CHANNEL
STA. 517+34
END UT3
REACH 3 (RESTORATION)
BEGIN UT3
REACH 4 (ENHANCEMENT II)

1170
1165
1160
1155
1154
MMEMMEMMEMME
\\
PRE CONSTRUCTION GRADE
\\\
518+00
518+50
519+00
519+50
1170
1165
1160
1155
1154
520+00 520+10
51
1.14
00
OI. Az
O
0I
c-I
Lo
II
ALL
519+00
UT3
PP 25e
33
3D
0
0
0
SOD
3D
LOD
3D
3D
_100
STA. 520+06
END UT3 REACH 4
(ENHANCEMENT II)
STA. 225+25
HANKS BRANCH
REACH 2 (ENHANCEMENT II)
3D
3D
3D
3D
3D
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR HANKS BRANCH IS
ADDRESSED ON SHEETS 1.04 THROUGH 1.11.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
Q

1240
1235
1230
1225
1222
\\\
%
\\\
\\`
\\
PRE
CONSTRUCTION
GRADE
\\\
`...1
550+00
550+50
551+00
1240
1235
1230
1225
1222
551+50
CE-SCE
CEO CE
CE CE
CE CE
CEO SCE
CEO CE
CEO SCE
CE
U
w
U
3J
STA. 550+00
BEGIN UT3A (ENHANCEMENT II)
33
3J
33
550+00
33
33
33
3J
33
3J
CE
UT34
CE
CE
CE
CE
CE
CE
CE
3333 3J3D�3J
3j_ 3J3D3D�
3J3J3D
CE T CE
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
W
N

1230
1225
1220
1215
1212
``
PRE
-CONSTRUCTION
GRADE
'\\
\
�go.\
AS -BUILT
GRADE
.....M
DESIGN GRADE
J
551+50
552+00
552+50
1230
1225
1220
1215
1212
552+60
CECE-CE-CE-CE-CE-CE-
I
I UT3A
+1
ti
Ln
11
cn 1
z1
J1
1E21
2- 3D
.000
PP2e
3
0
s
506k X P 01�
PCN��NE 21.
SEE SNE
STA. 506+55
END UT3
REACH 1 (RESTORATION)
BEGIN UT3
3D 3D 3D 3D 3D 3D 3D 3D 3D REACH 2 (ENHANCEMENT II)
.�j
STA. 506+30
UT3 REACH 1 (RESTORATION)
STA. 552+53
END UT3A (ENHANCEMENT II)
LO
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT3 IS ADDRESSED ON
SHEETS 1.18 THROUGH 1.27.
0' 2'
4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
z
P-
0
U
N
1

1210
1205
1200
1195
AS -BUILT GRADE
DE
SIGN GRADE
—
600+00
600+50
601+00
601+50
1210
1205
1200
1195
601+70
J
STA. 600+00
BEGIN UT4
C REACH 1(RESTORATION)
33
33
33
3J
3J
3J
3J
3J
3J
3J
3J
3J
3J
3J
3J
3J
3J
37
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT4 BMP IS ADDRESSED ON
SHEET 2.03.
0' 2' 4' 6'
(VERTICAL)
z
3J
3J
3J
30
30
30
0' 10' 20' 30'
(HORIZONTAL)
z
O

1200
1195
1190
1185
\
\
\
AS -BUILT
GRADE
\
\
I\
I\
\
\
I \
\
\
I\
\
1 \
GRADE
DESIGN
PRE
-CONSTRUCTION
GRADE
I
�
_
L
- -l
1
601+70
602+00
602+50
603+00
603+50
1200
1195
1190
1185
603+75
— CE CE CE
602+00 119 API
sit•Oa _
0
-30 ' 30 — 30 — 30 — 30 —30 —30 — 30 — 30 — 30 — 30
-I---
STA. 602+33
END UT4
REACH 1 (RESTORATION)
BEGIN UT4
REACH 2 (ENHANCEMENT II)
30 30 30 30
CE—CE—
CE CE CE CE
1200
2
UT4
aol - aol -
o'
PP 284
aoi •
1
1
1
1
1
1
1
1
1
1
1
10
IQ
,„,
30 — 30 —30 —30 — 30 — 30 — 30 — 30 —30 —30 — 30 — 30 — 30 —I.
1(—
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0'
2'
4'
6'
0'
10'
(VERTICAL)
20'
30'
(HORIZONTAL)

1185
1180
1175
1170
1
S-BUILT
GRADE
I
I
I—
—
I
1
1
_
1
1
I___—
',I
DESIGN GRADE
_
PRE -CONSTRUCTION
GRADE
.....,...`
603+75
604+00
604+50
605+00
605+50
1185
1180
1175
1170
605+75
CE
CE
CE
007
f\— I
I
I
I
1
1
1
1
1
I
I
00
0
' O
-1- I
p' 00
3��
_ \ 3J \ 3J /
L1'
QI \3j\
C 3J \
/3J
0
O
0O1
D LOD
\ l�
LOD
/
D
UT4
Lip LOD LOD
I
LOD LOD LOD
STA. 605+55
ENDUT4 001
p REACH 2 (ENHANCEMENT II)
O> BEGIN UT4
REACH 3 (RESTORATION)
N
I+
111
CE ILED
ILIJ
Z
I
VP
1180
vEG
01
2
111
001-
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0'
2'
4'
6'
0'
10'
(VERTICAL)
20'
30'
(HORIZONTAL)
a)
H
T
z
z

1175
1170
1165
1162
AS -BUILT GRADE
DESIG
N GRADE/
605+75
606+00
606+50
1175
1170
1165
1162
606+90
GO3 30
\ I 18�00330�I
NOTE:
( 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

V
1170
AS -BUILT CU LV E
INV: 1167.
1165
35" x 24" CMP
1160
1156
_AS -BUILT ROAD CROSSING
ELEV:1170.42-\
RT
26
PIPE ARCH CULVERT
AS -BUILT CULVERT
INV: 1166.21
DESIGN GRADE
1
AS -BUILT GRADE
PRE-CONSTRUC
TION GRADE
606+90
607+00
607+50
608+00
1170
1165
1160
1156
608+36
- STA. 606+96
INTERNAL CROSSING
UT4 REACH 3 (RESTORATION)
A/
CE
STA 607+74
BOULDER SILL SUBSTITUTED
WITH LOG SILL DUE TO
EXTRA LOGS AVAILABLE
STA. 607+36
INTERNAL CROSSING
UT4 REACH 3 (RESTORATION)
�
s• • 8
�A„ 35" X 24" CMP PIPE ARCH CULVERT
11.7T INV IN: 1166.0O1167.26
INV OUT: 11G...8O 1166.21
�.
‘o
O
STA 607+99
BOULDER SILL SUBSTITUTED
WITH LOG SILL DUE TO
EXTRA LOGS AVAILABLE
001
GO1
001
001
STA. 608+36
END UT4
\® REACH 3 (RESTORATION)
STA. 226+42
HANKS BRANCH
�® 'EACH 2 (ENHANCEMENT II)
NialtWM
Walk
Yank
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR HANKS BRANCH IS
ADDRESSED ON SHEETS 1.04 THROUGH 1.11.
0' 2' 4'
6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
��11V1IIl ffy j� _ J
Y,�
V7
a)
0
ct
4
U
. cn
0
rt
0
rt
U
0
z
H
z
A

1200
1195
1190
1185
1184
\\\
-CONSTRUCTION
GRADE
PRE
800+00
800+50
801+00
1200
1195
1190
1185
1184
801+30
STA. 800+00
BEGIN UT5
REACH 1 (ENHANCEMENT II)
r CE
800+00
L
CE
CE
CE
CE
33 - 33 - 33 _ 33 - 33 - 33
CE
CE
CE
CE
UT5
CE
CE
33 - 33 _ 33 - 33 - 33 - 33
CE
PP 30
CE
CE
CE
/
CE
sot+00
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
z
0' 2' 4'
6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
a)
L
Cr)

1190
1185
1180
1175
1171
�����
�```
PRE-CONSTRUCTION
GRADE
\`
\`..—�
801+30
801+50
802+00
802+50
1190
1185
1180
1175
1171
803+00
V
)
3)
3
CF
STA. 802+12
UT5 REACH 1 (ENHANCEMENT II)
STA. 703+18
END UT5A (ENHANCEMENT II)
30 \
30 \
30 \
CF
30 \
CF
30 \
CF
30 \
30
CF
CF
1
O
Im
' O
CF
CF
\CEfZ�
I
I
I
I
I
I
I
I
I
115-
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT5A IS ADDRESSED ON
SHEETS 1.40 AND 1.41.
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

1175
1170
1165
1161
..1\
\....
\.......
PRE -CONSTRUCTION
GRADE
AS -BUILT
GRADE
�s...
\\\
DESIGN
GRADE)
li
803+00
803+50
804+00
804+50
1175
1170
1165
1161
805+00
8031+00
m
00
CE
CE
CE
CE
CE
CE
3J
3J
3J
3J
3J
CE
3J
CE
CE
CE
UT5
CE
g04+00
CE-CE-CE-CE-CE
STA. 804+37
END UT5
REACH 1 (ENHANCEMENT II)
BEGIN UT5
REACH 2 (RESTORATION)
CO01
001
3J 3J 3J 3J 3J
LOD
CE
CE - CE - CE - CE
LOD - LOCH
LOD
LOD
CE
CE
CE
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED..
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
Lf

STA 805+90
LOG SILL SUBSTITUTED
WITH BOULDER SILL DUE
TO EXTRA ROCK AVAILABLE
AS -BUILT ROAD CROSSING
ELEV: 1164.90
AS -BUILT CULVERT
INV: 1160.78
STA. 806+93 / f
INTERNAL CROSSING
UT5 REACH 2 (RESTORATION)
35" X 24" CMP PIPE ARCH CULVERT
INV IN: 11G0.001161.37
INV OUT: 11G0.401160.78,
air.. _________
STA 806+43 806+53
BOULDER TOE SUBSTITUTED WITH BRUSH
TOE DUE TO EXTRA BRUSH AT THIS
LOCATION AND ADEQUATE STABILITY
STA. 806+57
INTERNAL CROSSING
UT5 REACH 2 (RESTORATION)
NOTE:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.

1165
1160
1155
1151
n'
'
AS -BUILT GRADE
—'
DESIGN GRADE
1165
1160
PRE -CONSTRUCTION GRADE
807+00
30
001
1155
1151
807+50 808+00
STA 807+51
BOULDER SILL SUBSTITUTED
WITH LOG SILL DUE TO •
EXTRA LOGS AVAILABLE
/<"
STA. 808+00
END UT5
REACH 2 (RESTORATION)
STA. 101+12
SPARKS CREEK
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR SPARKS CREEK IS ADDRESSED
ON SHEETS 1.01 THROUGH 1.03.
Z�
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

1210
1205
1200
1195
1194
\\
PRE
-CONSTRUCTION
GRADE
700+00
700+50
701+00
1210
1205
1200
1195
1194
701+50
STA. 700+00
BEGIN UT5A
(ENHANCEMENT II)
/
v
/
(`Y
30 \
CE CE CE CE CE CE CE CE CE
v
/
v
/
v
UT5A
CE CE CE CE . SE
1
CE CE_1 CE
Ala
Ala 1.4 Ala
Ala ula
30-30-30-30-30-30-30-30-30-30-30-30-30
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
0
�f1
0
N
N
W
z N
iQ—
0' 2' 4' 6'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
3
A

1195
1190
1185
1180
1179
`\\
PRE -CONSTRUCTION
GRADE
\
\\
\\
\
\\\
701+50
702+00
702+50
703+00
1195
1190
1185
1180
1179
703+20
CE
PP 3a
CE
CE
CE
CE
CE
CE
CE
CE
CE
UT5A
CE
CE
CE
CE
1-3U-3U-3U-3U--- 3U-3U-3U-3U-3U-3U--- 3U-3U-3U I
1 u
CE
CE
Off/
CE —'
STA. 703+18
END UT5A (ENHANCEMENT II)
STA. 802+12
UT5 REACH 1 (ENHANCEMENT II)
m
m
'9
/
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT5 IS ADDRESSED ON
SHEETS 1.35 THROUGH 1.39.
0'
2'
4'
6'
0'
10'
(VERTICAL)
20'
30'
(HORIZONTAL)

F A_X5
FEMA�XS
/
6 "J
LU
V
CE
^� \
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t oP
5
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FEMA-XS FEMA-XS
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1 Jo
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0
/
40' SURRY-YADKIN E.M.C. /
UTILITY LINE EASEMENT
TO S. R. 1749
STA. 900+00
BEGIN SPSC1
STA. 598+89
BEGIN UT4 BMP
CF, v C�� SFH �
\ 5
/
FEMA-X5
STA. 500+00
END UT3 BMP
STA. 500+00
BEGIN UT3
REACH 1(RESTORATION)
STA. 600+00
END UT4 BMP
STA. 600+00
REACH 1 (RESTORATION)
/
CE// n'
‘:;;;;;;;
STA. 498+30
BEGIN UT3 BMP /
CE
STA. 900+91
END SPSC1
/
0'
150'
300'
450'
(HORIZONTAL)
BMP Overview
z
z

O
O
STA. 900+00
BEGIN SPSC1
VOA I
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR HANKS BRANCH IS
ADDRESSED ON SHEETS 1.04 THROUGH 1.11.
\
\
\
\
\
\
\
\
\
I\
I
\
\
I\
\
\
\
I\
I \
—1
\
AS
-BUILT GRADE
\
_ _ —.
z
DESIGN
GRADE
\
\
4
\
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ter--
PRE
-CONSTRUCTION GRADE)
9
STA. 900+91
END SPSC1
STA. 205+21
HANKS BRANCH
REACH 1 (ENHANCEMENT II)
-LOD-LOD�
0' 1' 2'
0' 10'
(VERTICAL)
20'
(HORIZONTAL)
1
N
3'
30'

PRE
-CONSTRUCTION
GRADE
\
AS
-BUILT GRADE
\
/
/
/
\
\
\
/
\
DESIGN
GRADE
\
STA. 500+00
END UT3-BMP
STA. 500+00
BEGIN UT3
REACH 1 (RESTORATION)
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT3 IS ADDRESSED ON
SHEETS 1.18 THROUGH 1.27.

1225
1220
1215
1210
1208
PRE -CONSTRUCTION GRADE
\
\
\
\
\
\
\
\
\
\
AS -BUILT GRADE
\
\
\
/
\
\
\
\
\
\
\
DESIGN
GRADE
\\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
598+90
599+00
599+50
1225
1220
1215
1210
1208
600+00
STA. 598+89
BEGIN UT4-BMP
r CE
L)
598+89
3J
CE
599+00
CE
CE
CE
CELOD
LOD
\PC) �22D
STA. 600+00
END UT4-BMP
STA. 600+00
BEGIN UT4
REACH 1 (RESTORATION)
•• -� - - GO
Ol ` 1Z2o -1z20 p°1� 00
3J ---- p01
3J
3J
3J
3J
3J
3J
GO
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS -BUILT INFORMATION FOR UT4 IS ADDRESSED ON
SHEETS 1.30 THROUGH 1.34.
0' 10' 20' 30'
(HORIZONTAL)
H
CD
3J
3J
3J
3J
3J
3J
3J 3J 3J 3J 3J 3J 3J
0' 1' 2' 3'
(VERTICAL)

Streambank Planting Zone 1 - Hanks Branch (0.4 acres)
Live Stakes
Species
Common Name
Indiv.
Spacing
Size
Stratum
Wetland
Indicator
Status
of
Stems
Salix nigra
Black Willow
3-6 ft.
0.5"-1.5" cal.
Shrub
OBL
35%
Cornus ammomum
Silky Dogwood
3-6 ft.
0.5"-1.5" cal.
Shrub
FACW
20%
Salix sericea
Silky Willow
3-6 ft.
0.5"-1.5" cal.
Shrub
OBL
25%
Sambucus
canadensis
Elderberry
3-6 ft.
0.5"-1.5" cal.
Shrub
FACW
10%
Cephalanthus
occidentalis
Buttonbush
3-6 ft.
0.5"-1.5" cal.
Shrub
OBL
10%
100%
Herbaceous Plugs
Juncus effusus
Common Rush
4 ft.
1.0"- 2.0" plug
Herb
FACW
40%
Cyperus strigosus
False Nutsedge
4 ft.
1.0"- 2.0" plug
Herb
FACW
15%
Carex lurida
Lurid Sedge
4 ft.
1.0"- 2.0" plug
Herb
OBL
15%
Carex crinita
Fringed Sedge
4 ft.
1.0"- 2.0" plug
Herb
OBL
15%
Scirpus cyperinus
Woolgrass
4 ft.
1.0"- 2.0" plug
Herb
OBL
15%
100%
Streambank Planting Zone 2 - UT1-UT5 (0.5 acres)
Live Stakes
Species
Common Name
Indiv.
Spacing
Min. Size
Stratum
Wetland
Indicator
Status
of
Stems
Cornus ammomum
Silky Dogwood
3-6 ft.
0.5"-1.5" cal.
Shrub
FACW
30%
Salix sericea
Silky Willow
3-6 ft.
0.5"-1.5" cal.
Shrub
OBL
30%
Sambucus
canadensis
Elderberry
3-6 ft.
0.5"-1.5" cal.
Shrub
FACW
15%
Cephalanthus
occidentalis
Buttonbush
3-6 ft.
0.5"-1.5" cal.
Shrub
OBL
15%
Physocarpus
opulifloium
Ninebark
3-6ft.
0.5"-1.5" cal.
Shrub
FACW
10%
100%
Herbaceous Plugs
Juncus effusus
Common Rush
4 ft.
1.0"- 2.0" plug
Herb
FACW
40%
Cyperus strigosus
False Nutsedge
4 ft.
1.0"- 2.0" plug
Herb
FACW
15%
Carex lurida
Lurid Sedge
4 ft.
1.0"- 2.0" plug
Herb
OBL
15%
Carex crinita
Fringed Sedge
4 ft.
1.0"- 2.0" plug
Herb
OBL
15%
Scirpus cyperinus
Woolgrass
4 ft.
1.0"- 2.0" plug
Herb
OBL
15%
100%
Riparian Buffer Planting Zone 3 (10.3 acres)
Bare Root
Species
Common Name
Indiv.
Spacing
Caliper Size
Stratum
Wetland
Indicator
Status
of
Stems
Platanus occidentalis
Sycamore
6-12 ft.
0.25"-1.0"
Canopy
FACW
15%
Quercus rubra
Northern Red Oak
6-12 ft.
0.25"-1.0"
Canopy
FACU
10%
Betula nigra
River Birch
6-12 ft.
0.25"-1.0"
Canopy
FACW
15%
Morusrubra
Red Mullberry
6-12ft.
0.25"-1.0"
Canopy
FACU
5%
Nyssa sylvatica
Blackgum
6-12 ft.
0.25"-1.0"
Canopy
FAC
10%
Ulmus americana
American Elm
6-12 ft.
0.25"-1.0"
Canopy
FACW
10%
Liriodendron tulipifera
Tulip Poplar
6-12 ft.
0.25"-1.0"
Canopy
FACU
3%
Quercus phellos
Willow Oak
6-12 ft.
0.25"-1.0"
Canopy
FAC
15%
Diospyros virginiana
Common Persimmon
6-12 ft.
0.25"-1.0"
Canopy
FAC
7%
Acer negundo
Boxelder
6-12ft.
0.25"-1.0"
Canopy
FAC
5%
Prunus serotina
Black Cherry
6-12 ft.
0.25"-1.0"
Canopy
FACU
5%
100%
BMP Obligate Species Planting Zone (0.01 acres)
Herbaceous Plugs
Species
Common Name
Indiv.
Spacing
Size
Stratum
Wetland
Indicator
Status
of
Stems
Juncus effusus
Common Rush
4 ft.
1.0"- 2.0" plug
Herb
FACW
30%
Sparganium americanum
Eastern Bur Reed
4 ft.
1.0"- 2.0" plug
Herb
OBL
10%
Sagittaria latifolia
Duck Potato
4 ft.
1.0"- 2.0" plug
Herb
OBL
30%
Scirpus cyperinus
Woolgrass
4 ft.
1.0"- 2.0" plug
Herb
OBL
10%
Carex lurida
Lurid Sedge
4 ft.
1.0"- 2.0" plug
Herb
OBL
20%
100%
Wetland Planting Zone 4 (0.5 acres)
Bare Root
Species
Common Name
Indiv.
Spacing
Caliper
Size
Stratum
Wetland
Indicator
Status
% of
Stems
Platanus occidentalis
Sycamore
6-12 ft.
0.25"-1.0"
Canopy
FACW
18%
Ulmus americana
American Elm
6-12 ft.
0.25"-1.0"
Canopy
FACW
10%
Betula nigra
River Birch
6-12 ft.
0.25"-1.0"
Canopy
FACW
18%
Acer negundo
Boxelder
6-12ft.
0.25"-1.0"
Canopy
FAC
15%
Ulmus rubra
Slippery Elm
6-12 ft.
0.25"-1.0"
Canopy
FAC
6%
Alnus serrulata
Tag Alder
6-12 ft.
0.25"-1.0"
Shrub
OBL
3%
Nyssa sylvatica
Black gum
6-12 ft.
0.25"-1.0"
Canopy
FAC
15%
Quercus phellos
Willow Oak
6-12 ft.
0.25"-1.0"
Canopy
FAC
15%
100%
Note: Wetland zone species to be planted on 6' spacing in rows spaced 12' apart.
Temporary Seeding (12.3 acres)
Pure Live Seed
Approved
Dates
Species Name
Common Name
Stratum
Density
(Ibs/acre)
Aug 15 - May 1
Secale cereale
Rye Grain
Herb
80
May 1 - Aug 15
Setaria italica
German Millet
Herb
50
Planting Notes:
1. Non -hatched areas within easement are currently vegetated and will be
planted as needed to achieve target density. Buffer planting will occur
within the Limits of Disturbance.
2. Buffer zone species to be planted on 6' spacing in rows spaced 12' apart.
3. Wetland Indicator Status data sourced from USDA Plant Database.
4. Permanent riparian seed to be used for seeding Zone 3.
5. Permanent wetland seeding to be used for Zone 4 and UT3 and UT4 BMPs.
6. BMP obligate species herbaceous plugs were installed around perimeter of
UT3 and UT4 BMPs at elevations specified on Sheets 3.07 and 3.09.
7. No substitutions or changes were made to the planting plan.
Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density. Buffer
planting will occur within the Limits of Disturbance.
Permanent Seeding Outside Easement Zone 5 (1.5 acres)
Approved Dates
All Year
Festuca arundinacea
Tall Fescue
Herb
40
70%
All Year
Festuca rubra
Creeping Red Fescue
Herb
40
10%
All Year
Dactylis glomerata
Orchardgrass
Herb
40
20%
100%
Permanent Wetland Seeding Zone 4 (0.5 acres)
Pure Live Seed (20 lbs/acre)
Approved Dates
Species Name
Common Name
Stratum
Wetland
Indicator
Status
Density
(Ibs/acre)
All Year
Panicum rigidulum
Redtop Panicgrass
Herb
FACW
1.2
All Year
Agrostis hyemalis
Winter Bentgrass
Herb
FAC
1.0
All Year
Elymus virginicus
Virginia Wild Rye
Herb
FACW
2.0
All Year
Sparganium americanum
Eastern Bur Reed
Herb
OBL
0.1
All Year
Panicum virgatum
Switchgrass
Herb
FAC
2.0
All Year
Tripsacum dactyloides
Eastern Gamagrass
Herb
FACW
2.5
All Year
Panicum clandestinum
Deertongue
Herb
FAC
3.0
All Year
Caex lurida
Lurid Sedge
Herb
OBL
0.5
All Year
Carex vulpinoidea
Fox Sedge
Herb
OBL
2.0
All Year
Carex lupulina
Hop Sedge
Herb
OBL
0.5
All Year
Juncus effusus
Common Rush
Herb
FACW
2.0
All Year
Carex frankii
Frank's Sedge
Herb
OBL
1.0
All Year
Scirpus cyperinus
Woolgrass
Herb
OBL
0.2
All Year
Peltandra virginica
Arrow Arum
Herb
OBL
0.4
All Year
Bidens aristosa
Bur -Marigold
Herb
FACW
1.6
20.0
Permanent Riparian Seeding Zone 3 (10.3 acres)
Pure Live Seed (20 lbs/acre)
Approved Dates
Species Name
Common Name
Stratum
Wetland
Indicator
Status
Ibs/acre
All Year
Panicum rigidulum
Redtop Panicgrass
Herb
FACW
2.0
All Year
Schizachyrium
scopanum
Little Bluestem
Herb
FACU
1.8
All Year
Sorghastrum nutans
Indian Grass
Herb
FACU
2.0
All Year
Chasmanthium latifolium
River Oats
Herb
FACU
1.0
All Year
Elymus virginicus
Virginia Wild Rye
Herb
FACW
3.0
All Year
Panicum clandestinum
Deertongue
Herb
FAC
2.5
All Year
Carex vulpinoidea
Fox Sedge
Herb
OBL
2.0
All Year
Rudbeckia hirta
Blackeyed Susan
Herb
FACU
1.0
All Year
Coreopsis lanceolata
Lanceleaf Coreopsis
Herb
FACU
1.0
All Year
Bidens aristosa
Bur -marigold
Herb
FACW
1.0
All Year
Chamaecrista fasciculata
var. fasciculata
Partridge Pea
Herb
FACU
1.0
All Year
Achillea millefolium
Yarrow
Herb
FACU
0.5
All Year
Juncus coriaceous
Leathery Rush
Herb
FACW
0.5
All Year
Juncus tenuis
Path Rush
Herb
FAC
0.5
All Year
Pycnanthemum
tenuifolium
Slender Mountain Mint
Herb
FACW
0.2
20.0
Planting Tables
z
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Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
Planting Notes:
1. Non -hatched areas within easement are currently vegetated and will be
planted as needed to achieve target density. Buffer planting will occur
within the Limits of Disturbance.
2. See planting plan species lists on Sheet 3.00.
3. Permanent riparian seed to be used for seeding Zone 3.
4. Permanent wetland seeding to be used for Zone 4 and UT3 and UT4 BMPs.
5. BMP obligate species herbaceous plugs were installed around perimeter
of UT3 and UT4 BMPs at elevations specified on Sheets 3.07 and 3.09.
•
kP
0 kP
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40' SURRY-YADKIN E.M.C. /
UTILITY LINE EASEMENT /
•
3.06
0' 150' 300' 450'
(HORIZONTAL)
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Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
204+00
206+00
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and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
0' 40' 80' 120'
(HORIZONTAL)
A
0
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212+00
Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
iYYr�E',
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Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
o.
40'
30'
120'
(HORIZONTAL)
A
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Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
HANKS BRANCH
232+00
— — 233+00
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40'
80'
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233+87
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34 101+00
102+,00
Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
/
/
/
/
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104+00
SPARKS CREEK
105+00
106+00
109+00 110
30 ------30 ---- 30 - 33
- 30 - 30 - 30 J
00
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0
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Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
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0'
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30'
120'
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Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
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Note: Non -hatched areas within easement are currently vegetated
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0' 40'
80'
120'
(HORIZONTAL)
z
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Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
z
3
5
0
Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
0' 40' 80' 120'
(HORIZONTAL)
A

513+00
MATCHLINE - STA 510+00
Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
-514+00
UT3
MATCHLINE - STA 219+00
CONTINUED ON SHEET 3.03
INSTALL SHADE -TOLERANT LIVE
STAKES BETWEEN LOG SILLS TO
STABILIZE OVERFLOW CHANNEL
222+00
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221+00
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Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
r
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0'
40'
80'
120'
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Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
(HORIZONTAL)
z
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Zone 1- Streambank Planting - Hanks Branch
Zone 2 - Streambank Planting - UT1-UT5
Zone 3 - Buffer Planting Zone
Zone 4 - Wetland Planting Zone
Zone 5 - Permanent Seeding Outside Easement
CE -
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0
SPARKS CREEK
rt
0
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5
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Note: Non -hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting occurred within the Limits of Disturbance.
o'
40'
so'
120'
(HORIZONTAL)
3
A

7
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40' SURRY-YADKIN E.M.C. /
UTILITY LINE EASEMENT
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0' 150' 300' 450'
(HORIZONTAL)
z
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215+00
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232+00
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SPARKS CREEK
185 LINEAR FEET OF FENCE ENCROACHMENT
WITHIN EASEMENT HAS BEEN MOVED OUTSIDE
OF EASEMENT BOUNDARY SINCE SURVEY
104+00
PP 24
1
105+00
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(HORIZONTAL)
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