20130653 Ver 1_401 Application_20140128

January 24, 2014
Eric Kulz
Division of Water Resources
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
Re: Final Mitigation Plan, Addendum #1
Muddy Run II Stream and Wetland Restoration Project
EEP Project #: 95354
Cape Fear 03030007, Duplin County
Dear Eric,
13 -C) LP s3
Please find enclosed two hardcopies of the final mitigation plan addendum #I for the Muddy Run
II stream and wetland restoration project for your review. This document was posted on the EEP
Portal, January 23, 2014. Please forward to the appropriate DWR Field Representative for their
review.
If you have any questions or comments, please call Kristin Miguez @ 910 - 796 -7475 or email 11er
at kristin.miszuezgncdenr.gov with any questions regarding this plan.
Thank you very much for your assistance.
Sincerely
Lin Xu
Attachment: Draft Final Mitigation Plans (2 originals)
North Carolina Ecn ,system Enhancement Program, 1652 Flail Service Center, Raleigh, NC 2'699 -1652
1�
Og����
A N
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919 - 715 -1476 l www.nceepmet

MUDDY RUN II STREAM AND WETLAND
RESTORATION PROJECT
ADDENDUM #1
to the
FINAL MITIGATION PLAN
DUPLIN COUNTY, NORTH CAROLINA, PROJECT # NC -03 -2012
Prepared for:
stem
' l 1131
rcacu.tm
15- 1) (.053
RECEIVED
JAN � 3 2013
ECOSYSTEM
ENHANCEMENT pitOGR
w
§b
North Carolina Ecosystem Enhancement Program
North Carolina Department of Environment and Natural Resources
1652 Mail Service Center
Raleigh, NC 27699 -1652
January 2014

ADDENDUM to the FINAL MITIGATION PLAN
January 2014
Muddy Run H
Duplin County, North Carolina
EEP Project ID NC -03 -2012
Cape Fear River Basin
HUC 0030007060010
Prepared for:
Ecos stem
PROGRAM
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Prepared by:
Environmental Banc & Exchange
909 Capability Drive, Suite 3100
Raleigh, NC 27606
919 - 829 -9909

pkwl<
WDICI<SON
community infrastructure consultants
WK Dickson & Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
919 - 782 -0495

Muddy Run 11 Stream and Wetland Restoration • USGS HUC 03030007
Addendum #1 to the Final Mitigation Plan • Duphn County, North Carolina • January 2014
This addendum modifies information in the following sections of the Muddy Run II Final Mitigation
Plan submitted in January 2013
• Page 3, Section 2 2 2 — Project Components and Structure (Table 2),
• Page 17, Section 3 1 — Site Protection Instrument Summary Information (Table 5),
• Page 38, Section 5 — Determination of Credits (Table 13),
• Pages 45 -49, Section 7 2 1 — Stream Restoration Approach,
• Page 47, Figure 12a — Conceptual Design (East),
• Appendix A — Site Protection Instruments (Easement plat sheets 1, 12, and 13), and
• Appendix D — Project Plan Sheets (Index sheet and sheets 6, 11, 12, 35, 38, and 39)
The changes to the Mitigation Plan described herein are limited to the design of Reach 1 and Reach
3a -1 Reach 3a (3,440 LF) has been divided into two segments, Reach 3a -1 (730 LF) represents the
portion of Reach 3a to which design changes were made, and Reach 3a -2 (2,710 LF) represents the
unchanged portion of Reach 3a
The design adjustments were necessitated by difficult landowner negotiations that resulted in a
smaller allowable easement than previously agreed to on the Hatcher parcels This was offset by
increasing easement area on the Riley parcel The design adjustments affect two percent of the
original total project length, and still provide the originally intended functional uplifts through
headwater valley restoration and stream restoration These changes result in 105 SMUs less than the
contract amount of 10,375 SMUs The net total easement size increased by 0 03 acres (from 37 62
acres to 37 65 acres), and the total SMUs generated decreased by 216 SMUs (from 10,486 SMUs to
10,270 SMUs) The original project design included an excess of 111 SMUs The proposed stream
lengths, SMUs, and easement acreage by parcel are shown in Tables 1 and 2, and in Figure 1 below
Table 1 in this document replaces Table 2 and Table 13 in the Mitigation Plan Table 2 in this
document replaces Table 5 in the Mitigation Plan Figure 1 in this document replaces Figure 12a in
the Mitigation Plan
p 46, Section 7 2 1
• Reach 1 (STA 0 +44 to STA 4 +45) — One of three headwater reaches within the project
totaling approximately 401 linear feet of headwater valley restoration This reach is flat with
agricultural fields to the west and woods to the south and east The reach begins at a gully
feature dust downstream of an existing headwater valley system The proposed valley is
located east of the existing ditch in disturbed hardwoods
Reach 3a -1 (STA 0 +00 to STA 8 +31) — Eastern most reach along the primary drainage
feature totaling 730 linear feet of Priority 1 restoration Both Reaches 1 and 2 outlet at the
upstream end of the reach Reach 3a -1 has a farm path along its entirety on the east bank, and
flows through active agricultural fields and forested areas This reach is constrained to a
narrow meander pattern mostly within the existing ditch footprint Restoration will include
full buffer and floodplam connection
Reach 3a -2 (STA 9 +96 to STA 37 +36) — This portion of Reach 3a is unchanged from the
initial design
WK Dickson & Co, Inc

Muddy Run H Stream and Wetland Restoration • USGS HUC 03030007
Addendum 91 to the Final Mitigation Plan • Duphn County, North Carolina • January 1014
49. Section 7 2 1
Reach 1
Headwater valley restoration approach is proposed for Reach 1 The existing channel /ditch will be
backfilled, and flow will be directed from its current position along the tree line back to the east
through a mixed stand of low quality pines and disturbed hardwoods, down to the confluence with
Reaches 2 and 3a -1 A 150 -foot wide forested buffer will be planted throughout the reach The
upstream limit of Reach 1 will tie into an existing headwater valley system comprised of intermittent
sections of single and multiple channels This system will be used as a reference site for incorporating
a small baseflow channel into the headwater valley restoration design The existing vegetation will be
enhanced with appropriate tree species Individual high - quality specimen trees will be preserved
when possible
Reach 3a -1
Priority Level I restoration is proposed on Reach 3a -1 The restoration approach on this reach will
include constructing a meandering channel within the footprint of the existing channel and raising the
profile to allow frequent access to the floodplain While the revised layout is significantly different
from the previous layout, the design parameters of the revised layout fall within the range of
parameters developed from the reference reach Since the proposed cross - sectional area and overall
slope did not change with the revised layout, no additional modeling was required
One existing 36" CMP culvert crossing is located along this reach The culvert will be removed and
replaced in -line with the proposed stream to allow the landowners to access portions of their
respective properties to the west of the project site Pnonty Level I restoration is appropnate for this
channel because it is the only mitigation approach that will address bed and bank instability, establish
a forested ripanan buffer, and significantly enhance aquatic habitat Diffuse flow structures will be
constructed where existing agricultural ditches enter the easement area
WK Dickson & Co, Inc

jTable 2. Project Parcel Landowner Information
Muddy Run H Stream and Wetland Restoration • USGS HUC 03030007
IN
336900261466
Landowner
EBX -NEUSE I, LLC
Addendum #1 to the Final Mitigation Plan • Duphn County, North Carolina • January 2014
\� Table 1. Muddy Run II Project Components — Stream
Mitigation.
EBX -NEUSE I, LLC
Duplin
108
336900167209
EBX -NEUSE I, LLC
Duplin
228
335900966225
EBX -NEUSE I, LLC
Duplin
Reach
Mitigation ype
Stationing
Existing
Proposed
Mitigation
SMUs
Duplin
12 11
336900445188
Lengt � Length NP
Ratio
102
Reach 1
Headwater Valley
0 +44 to 4 +45
438
401
1 1
401
Reach 2
Headwater Valley
0 +00 to 5 +04
504
504
1 1
504
Reach 2
P1 Restoration
5 +00 to 17 +31
1,223
1,369
1 1
1,369
Reach 3a -1
P1 Restoration
0 +00 to 8 +31
831
730
1 1
730
Reach 3a -2
P1 Restoration
9 +96 to 37 +36
2,470
2,710
1 1
2,710
Reach 3b
P1 Restoration
37 +36 to 56 +78
N/A
1,852
1 1
1,852
Reach 3c
Enhancement I
56 +78 to 64 +15
737
707
1 1 5
471
Reach 4
P1 Restoration
0 +00 to 2 +04
120
172
1 1
172
Reach 5a
P1 Restoration
0 +00 to 18 +04
1,602
1,774
1 1
1,774
Reach 5b
Enhancement II
18 +04 to 22 +05
401
401
1 2 5
160
Reach 6
Enhancement II
12 +60 t o 15 +77
317
317
1 2 5
127
Total
8,643
10,937
10,270
*The proposed lengths represent the total proposed channel length minus the length of the proposed channel associated with
crossings (easement breaks)
jTable 2. Project Parcel Landowner Information
IN
336900261466
Landowner
EBX -NEUSE I, LLC
C ►ounty
Duplin
Acreage
199
336900266455
EBX -NEUSE I, LLC
Duplin
108
336900167209
EBX -NEUSE I, LLC
Duplin
228
335900966225
EBX -NEUSE I, LLC
Duplin
0 003
335900965215
EBX -NEUSE I, LLC
Duplin
055
336900352864
Futreal, Johnny Adrian
Duplin
12 11
336900445188
Hatcher, Danny Guy, et al
Duplin
102
336900457397
Hatcher, Danny Guy, et al
Duplin
137
336900161443
Holland, Thomas J & Wife Kay D Holland
Duplin
1 85
336900273089
Lanier, Michael Carlo
Duplin
031
336900548408
Riley, Patricia M
Duplin
5 80
336900053754
Smith, Auline L & Worth L Landen
Duplin
5 03
336900041738
Smith, Auline L & Worth L Landen
Duplin
3 02
335900953810
Smith, Jim
Duplin
0 79
336900178403
Wood, Jesse David And Wife Mary Ann Wood
Duplin
0 45
TOTAL
37.65
WK Dickson & Co, Inc 3

Muddy Run H Stream and Wetland Restoration • USGS HUC 03030007
Addendum 41 to the Final Mitigation Plan • Duplin County, North Carolina • January 2014
Figrue 1.
Conceptual Design Addendum #1
Muddy Run II Site
0 375 750 1,500
Feet
1 inch = 750 feet
WK Dickson & Co., Inc.
QMuddy Run II Easement
Q Muddy Run Easement
V*tland Restoration
Stream Crossing (Culvert)
X Proposed Fencing
Reach Break
Q BMP Locations
Parcels
2 ft Contours

80'
WD CKSON
community Infrastructure consultants
720 Corporate Center Drive
Raleigh, NC 27607
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l
Appendix A
Site Protection Instruments
Easement Plat Sheets 1, 12, and 13

"PRELIMINARY PLAT"
NOT FOR SALES, CONVEYANCES,
OR RECORDATION. v1' IL Rr
/
R�
0 ' /
RI's
SMITH FAM10
PROPER
(SHEET 3
THOMAS J. HOLLAND
KAY D. HOLLAND
PROPERTY
(SHEET 6 OF 13)
L CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CERTIFY THAT 7HI5 SURVEY IS OF ANOTHER
CATEGORY. TO WIT, AN EASEMENT SURVEY.
L -4189
STATE OF NORTH CAROLINA DUPUN COUNTY
I CHRISTOPHER K. PADERICK C£R77FY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION; (DEED DESCRIPTION
RECORDED IN MAP & DEED BOOKS NOTED): THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMARON REFERENCED HEREON; 744T THE RATIO
OF PRECISION AS CALCULATED IS 1: 10.000 +: THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH C.S. 47 -30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRA7ION
NUMBER AND SEAL THIS 17TH DAY OF MAY , A.D.,
2013
L -4189
\
1. RENEW OFFICER OF
DUPLIN COUNTY, CERTIFY THAT THE MAP OR PUT TO
WHICH THIS CERTIFICATION IS AFFIXED M££TS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
RENEW OFFICER
DA TE
JESSE D. WOOD
MARY A WOOD
PROPERTY
(SHEET 8 OF iJ)
MICHAEL C. LANIER / FILED FOR REGISTRATION
PROPERTY 2013. _ M
(SHEET 9 OF 13) PLAT CABINET PAGE
— —
EBX -NEUSE T LLC
PROPERTY
ARIA ACCESS i j—, 5 OF IJ)
i
i
i
60• PUB C ,p/V,SR
9 \
\
JOHNNY A FUTREAL REGISTER OF DEEDS
O
PROPERTY
(SHEET 11 OF 13) OUPL/N COUNTY �ry
� G
AREA
ISE 1. LL c \ EBX —NEUSE 1, LLC. \\ AoC ��'pp/� VICINITY MAP
PERTY PROPERTY \� jB�YA. (NOT TO SCALE)
7 OF 13) \(SHEET 10 OF 13) \ �YY
NOTE
\ i. ACCESS TO EASEMENT SHALL BE THROUGH
\ \
NEIGHBORING TRACTS.
\ f
\
ACCESS AREA \
\
\
JOHNNY A FUTREAL�
PROPERLY _
(SHEET 71 OF 13)
1 �
DANNY G. HATCHER -
JAMES A WATCHER
CARLTON R. WATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
(SHEET 12 OF 13)
INDEX TO SHEETS
PROPERTY NAME
SHEET NUMBER
EBX -NEUSE I, LLC.
SHEET 2 OF 13
SMITH FAMILY TRUST
SHEET 3 OF 13
AULINE L. SMITH & WORTH L. LANDEN
SHEET 4 OF 13
EBX -NEUSE 1, LLC.
SHEET 5 OF 13
THOMAS J. HOLLAND
SHEET 6 OF 13
EBX -NEUSE 1, LLC.
SHEET 7 OF 13
JESSE D. WOOD
SHEET 8 OF 13
MICHAEL C. LANIER
SHEET 9 OF 13
EBX -NEUSE 1, LLC.
SHEET 10 OF 13
JOHNNY A. FUTREAL
SHEET 11 OF 13
DANNY G. HATCHER, ETAL
SHEET 12 OF 13
JAMES A. RILEY
SHEET 13 OF 13
CONSERVATION EASEMENT
SURVEY FOR
THE STA TE OF NORTH CAROLINA
NCEEP RFP 116- 004101
NCEEP PROJECT #95354
NCEEP PROJECT NAME: MUDDY RUN 2
CYPRESS CREEK TOWNSHIP MAY 17, 2013
DUPLIN COUNTY, NC 1" = 350'
350' 175' 0 350' 700'
IIIIIIII
GRAPHIC SCALE SHEET 1 OF 13
LEGEND
- — = ADJOINING PROPERTY LANE
= EASEMENT LINE
= EASEMENT /BOUNDARY LOVE

NC GEODETIC SURVEY MONUMENT
REFERENCE TABLE
FROM: 'BROWN 1974' TO: 'HATCHER 1974'
N= J95,131.0634'
N= J98,054.6107'
£ =2,357,379.5569'
E =2,362,255.4002'
GRID BEARING
GRID DISTANCE
N 59'03'11' E
5,665.1541' (GRID)
2,364,188.5423'
5,665.86' (MEASURED)
EASEMENT CORNER COORDINATE TABLE
/
NORTHING
EiASRNC
197
395,455.7497'
2,364,050.5579'
206
395,239.5160'
2,364,215.7929'
208
395,231.7795'
2,364,188.5423'
209
395,110.5688'
2,364.174.8129'
210
394,969.6375'
2,364,297.5219'
211
395,000.1609'
2,364,421.8207'
212
395.155.9839'
1364,396.5326'
2131
395,392.7713'
2,364,226.3360'
214
J94,80B.9354'
2,364.614.7453'
215
394,756.4598'
1364,520.3314'
216
394,973.8830'
2,J64,4473800'
217
394,8616863'
1J64,330.72J7'
218
394,686.6317'
2,364,414.0793'
219
394,610.1773'
2,364,471.9750'
220
394,324.938J'
1364,574.4648'
111
394,340.0618'
1364,613.7912'
222
1 394,351.7992'
1364,606.3066'
223
394,4279130'
?,364,5778997'
224
394,524.1927'
1364,543.6522'
225
394,5770681'
2.J64,524.8227'
226
394,635.9758'
1364,505.4296'
227
394,697.1250'
2,364,483.9813'
228
394,806.8899'
2,364,654.6969'
(COORDINATES ARE GROUND COORDINATES
RELATIVE TO NCGSM }HATCHER 19747
NCGSM ?IATCHfR 1974'
N =398.051.6107'
E =2,362,255.4002'
(NAD 83/2001)
I, CHRISTOPHER K PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CER77FY THAT THIS SURVEY IS OF ANOTHER
CATEGORY. TO WIT, AN EASEMENT SURVEY.
L -4189
DANNY G. HATCHER
ON MB 27, PC 194
JAMES A HATCHER
CARLTON R. HATCHER
1
o FORREST C. INTCHER
\\ r5
STATE OF NORTH CAROLINA DUPUN COUNTY
JENNIFER J. KOPANSKI
Q
DB 1530. PG 728
/, CHRISTOPHER K. PADER/CK , CERTIFY TFMT THIS
MB 4. PG 23
PUT WAS DRAWN UNDER MY SUPERMSION FROM AN ACTWL
DANNY G. HATCHER
Y14
SURVEY MADE UNDER MY SUPERNSION,• (DEED DESCIBPTTON
,MMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
/
t♦ /
RECORDED IN MAP 8 DEED BOOKS NOTED). 7NAT THE
JENNIFER J. KOPANSKI
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
DB 1530, PG 728
MB 4, PG 2J
DANNY G. HATCHER
FROM INFORMATION REFERENCED HEREON,' THAT THE R41IO
(CC)
JAMES A HATCHER
OF PRECISION AS CALCULATED IS 1: 10.000 +: THAT THIS PLAT
C\
CARLTON R. HATCHER
WAS PREPARED /N ACCORDANCE WI7N C.S. 47 -30 AS
\
FORREST C. HATCHER
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISM77ON
JENNIFER J. KOPANSKI Z
OB IS". PG 728
NUMBER AND SEAL THIS 20TH DAY OF AMY . AD..
MB 4, PG 23
2013
JOHNNY A FUTRE
DB 1055, PG 2L
CONSERVATION EASEMENT
SURVEY OF
THE DANNY G. HATCHER, ETAL PROPERTY
FOR THE STATE OF NORTH CAROLINA
S.P.O. FILE #31 -W
NCEEP RFP #16- 004101
NCEEP PROJECT #95354
NCEEP PROJECT NAME. MUDDY RUN 2
CYPRESS CREEK TOWNSHIP MAY 20, 2013
DUPLIN COUNTY, NC 1" = 100'
100' 50' 0 100' 200'
GRAPHIC SCALE
NOT
\\ \\ EASEMENT LINE AS SHOWN
i
//I 1
EASEMENT LINE AS SHOWN I rn
ON MB 27, PG 194 sA
`1
DANNY G. HATCHER
JAMES A. HATCHER
CARLTON R. HATCHER
rs FORREST C. HATCHER
JENNIFER J. KOPANSKI
DBMB54, PC PG 23 8
ON MB 27, PC 194
1
\\ r5
Q
i
I \\
DANNY G. HATCHER
Y14
,MMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
/
t♦ /
1 +'
JENNIFER J. KOPANSKI
/
DB 1530, PG 728
MB 4, PG 2J
i
�d CAA
i
//I 1
EASEMENT LINE AS SHOWN I rn
ON MB 27, PG 194 sA
`1
DANNY G. HATCHER
JAMES A. HATCHER
CARLTON R. HATCHER
rs FORREST C. HATCHER
JENNIFER J. KOPANSKI
DBMB54, PC PG 23 8
"PRELIMINARY PLAT"
FOR SALES, CONVEYANCES,
OR RECORDA TION.
21a
JAMES A RILEY
DB 1161, PG 745
L -21
DANNY G. HATCHER
JAMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
OB 1530, PG 728
MB 4, PG 23
L -4
ACREAGE DATA
(BY COMPUTER)
AREA 1 = 1.341 ACt
AREA 2 = 1.048 AC.*
TOTAL - 2.369 ACt
SOURCE OF Tm.E
DB 1530, PG 728
MB 4, PG 23
SHEET 12 OF 13
WC /N17Y MAP
(NOT TO SCALE)
I, RENEW OFFICER OF
DUPLOV COUNTY, CERTIFY TENT THE MAP OR PUT TO
WHICH THIS CERRFICATPON IS AFFIXED MEETS ALL STATUTORY
REOUIREMENTS FOR RECORDING.
RENEW OFFICER
DATE
FILED FOR REGlSM77ON
2013. _M
PLAT CABINET , PACE
REGISTER OF DEEDS
DUPUN COUNTY
FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE --K2
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA AS DETERMINED BY NRP RATE A94P
DATED FEBRWRY 16. 2006 : COMMUNfTY PANEL
NUMBER 370063 - 3368 -J .
NOTES:
1. COMBINED FACTOR IS 0.99989904.
2. ALL DISTANCES ARE HORIZONTAL GROUND
MEASUREMENTS IN FEET A• DECIMALS THEREOF.
UNLESS OTHERWISE NOTED.
J ACCESS TO EASEMENT SHALL BE THROUGH
NETGHBORANG TRACT.
LEGEND
ECM = EXI577N0 CONCRETE MONUMENT
• = NEW IRON STAKE & CAP
O = NO POINT SET
(R) = 77E LINE
(CC) = CONTROL CORNER
NCGSM : NC GRID SURVEY MONUMENT
ZZ NOT TO SCALE
— - - — = ADJOINING PROPERTY LINE
= EASEMENT LINE
= EASEMENT /BOUNDARY LINE
1
\\ r5
Q
i
I \\
Y14
Sf➢�
DANNY G. HATCHER
JAMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
\ Q
l
c\
OB 1530. PG 728
MS 4, PG 23
EASEMENT LINE AS SHOWN
ON MB 27, PG 194
"PRELIMINARY PLAT"
FOR SALES, CONVEYANCES,
OR RECORDA TION.
21a
JAMES A RILEY
DB 1161, PG 745
L -21
DANNY G. HATCHER
JAMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
OB 1530, PG 728
MB 4, PG 23
L -4
ACREAGE DATA
(BY COMPUTER)
AREA 1 = 1.341 ACt
AREA 2 = 1.048 AC.*
TOTAL - 2.369 ACt
SOURCE OF Tm.E
DB 1530, PG 728
MB 4, PG 23
SHEET 12 OF 13
WC /N17Y MAP
(NOT TO SCALE)
I, RENEW OFFICER OF
DUPLOV COUNTY, CERTIFY TENT THE MAP OR PUT TO
WHICH THIS CERRFICATPON IS AFFIXED MEETS ALL STATUTORY
REOUIREMENTS FOR RECORDING.
RENEW OFFICER
DATE
FILED FOR REGlSM77ON
2013. _M
PLAT CABINET , PACE
REGISTER OF DEEDS
DUPUN COUNTY
FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE --K2
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA AS DETERMINED BY NRP RATE A94P
DATED FEBRWRY 16. 2006 : COMMUNfTY PANEL
NUMBER 370063 - 3368 -J .
NOTES:
1. COMBINED FACTOR IS 0.99989904.
2. ALL DISTANCES ARE HORIZONTAL GROUND
MEASUREMENTS IN FEET A• DECIMALS THEREOF.
UNLESS OTHERWISE NOTED.
J ACCESS TO EASEMENT SHALL BE THROUGH
NETGHBORANG TRACT.
LEGEND
ECM = EXI577N0 CONCRETE MONUMENT
• = NEW IRON STAKE & CAP
O = NO POINT SET
(R) = 77E LINE
(CC) = CONTROL CORNER
NCGSM : NC GRID SURVEY MONUMENT
ZZ NOT TO SCALE
— - - — = ADJOINING PROPERTY LINE
= EASEMENT LINE
= EASEMENT /BOUNDARY LINE

1, , RENEW OFFICER OF
DUPLIN COUNTY, CERTIFY THAT THE MAP OR PUT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUFORY
REQUIREMENTS FOR RECORDING.
RENEW OFFICER
-- DATE
FILED FOR REGISTRATION ,
2013. _N
PUT DABINET PAGE .
REGISTER OF DEEDS
DUPUN COUNTY
NCGSM 'HATCHER 1974'
N-398,054.6701
E= 2,362,255.4002'
(NAD 8312001)
DANNY G HATCHER
,MMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNFER J. KOPA SKI
DB 1530. PG 728
MB 4, PG 23
1250'
DANNY G. HATC7
JAMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
OB 1530, PG 728
MB 4, PG 23
LEGEND
• = NEW IRON STAKE k CAP
O = NO POINT SET
(R) = TIE LANE
(CC) = CONTROL CORNER
NCG,W = NC GRID SURVEY MONUMENT
NOT TO SCALE
— - - — = ADJOINING PROPERTY LINE
EASEMENT LINE
EASEMENT /BOUNDARY LINE
EASEMENT CORNER COORDINATE TABLE
III
NC GEODETIC SURVEY MONUMENT
REFERENCE TABLE
FROM: 'BROWN 1974' TO: "HITCHER 7974'
N =J95, 131.0634'
N= 398,054.6107"
E= 2357379.5569'
E =2,362.255.4002'
GRID SEARING
GRID DISTANCE
N 59'03'11' E
5.665.1541' (GRID)
224
5.685.86' (MEASURED)
DANNY G HATCHER
,MMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNFER J. KOPA SKI
DB 1530. PG 728
MB 4, PG 23
1250'
DANNY G. HATC7
JAMES A HATCHER
CARLTON R. HATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
OB 1530, PG 728
MB 4, PG 23
LEGEND
• = NEW IRON STAKE k CAP
O = NO POINT SET
(R) = TIE LANE
(CC) = CONTROL CORNER
NCG,W = NC GRID SURVEY MONUMENT
NOT TO SCALE
— - - — = ADJOINING PROPERTY LINE
EASEMENT LINE
EASEMENT /BOUNDARY LINE
EASEMENT CORNER COORDINATE TABLE
III
NORTHING
FASTING
221
394,340.0618'
2,J64,613.7912'
222
J94.351.7992'
2.364,606.3066'
223
394,42Z,9
1,364,5778997'
224
J94,524. 1927'
2,364,5436522'
225
J94,577.0681'
2,364,524.8221'
226
394,635.9758'
2,J64.505.4296'
227
J94,6971250'
2,364,48J.96/3'
228
394,806.8899'
2,364,654.6969'
229
394,846.4730'
2,364,812.0609'
230
-394,925.8650'
2,365,052.0960'
231
394,959.7234'
2,365,170.2686'
2J2
394,990.8893'
2,365,J50.1470'
233
395,014.1600'
2,365,475.1900'
234
395,OJ5.2655'
2.J656087B42'
235
394,972.7540'
2,365,8270739'
236
394,7839777'
2,166,057.0272'
237
394,776.849J'
2,366,095.4955'
238
394,666.6186'
T,J66,085.J789'
239
394,656.6093'
2,366,061.8378'
240
394,659.4871'
2,366,026.3789'
241
394,700.8227'
2,365,96&3543'
242
394,866.1092'
T,J65,7732036'
243
394,9079794'
2,365,605.9/40'
244
394,864.2082'
7,365,474.0669'
245
J94,8576575'
2,J65,3274JJ3'
246
394,706.8868'
2,364,614.4695'
247
394,658.0822'
Z364,614.1512'
248
394,3786715'
2,364,714.5468'
(COORDINATES ARE GROUND COORDIN47ES
RELATIVE TO NCGSM ' ATCHER 1974
JAMES A RILEY
OB 1161, PG 145 —♦
JAMES RIL 14 ® i / /
OB 1167, . PC 145 /
JAMES A RILEY
-y DB 1161, PC 145
/� ®/ ARCH
,27
\ JAMES A RILEY
Ln \ DB 7161, PG 145
J \m c \\
n
\
NOT
V /C/N17 Y MAP
(NOT TO SCALE)
FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE " X "
AND IS NOT WTTMN A SPEC14L FLOOD ;WMD
AREA AS DETERMINED BY NF7P RATE MAP
DATED FEBRUARY 16 2006 : COMMUNITY PANEL
NUMBER 37008J- 3368 -J .
"PRELIMINARY PLAT"
FOR SALES, CONVEYANCES,
OR RECORDA TION.
JAMES A. RILEY C�
1
OB 1161, PG 145 �y\
\\
.EWES A RILEY
JAMES A HATCHER
CARLTON R. HATCHER
OB 1161, PG 145
\
JENNIFER C. HATCHER
JENMFER ✓. K7
DB 15M. PG 728
FOR THE STATE OF NORTH CAROLINA
MB 4, PG 2J
C 2.3
"PRELIMINARY PLAT"
FOR SALES, CONVEYANCES,
OR RECORDA TION.
f JAMES A RILEY
^II DB 7161, PG 145
JAMES A. RILEY
D8 7161, PC 145
1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CERTIFY THAT THIS SURVEY 6 OF AN07HER
CATEGORY. TO WIT,, AN EASEMENT SURVEY.
L -4189
STATE OF NORTH CAROLINA DUPLIN COUNTY
I CHRISTOPHER K. PADERICK , CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION: (DEED DL-SCRIP77ON
RECORDED IN MAP k DEED BOOKS NOTED), TINT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDIC47ED AS DRAWN
FROM INFORiWnON REFERENCED HEREON, 711AT THE RATIO
OF PRECISION AS CALCULATED 6 1: 10.000+. THAT THIS PUT
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, RwmnunoN
NUMBER AND SEAL THIS 71H DAY OF JANUARY , AD.,
2071
L -4189
CONSERVATION EASEMENT
DANNY G. HATCHER
SURVEY OF _
JAMES A HATCHER
CARLTON R. HATCHER
THE JAMES A. RILEY PROPERTY
JENNIFER C. HATCHER
JENMFER ✓. K7
DB 15M. PG 728
FOR THE STATE OF NORTH CAROLINA
MB 4, PG 2J
C 2.3
S.P.O. FILE #31 -X
NCEEP RFP #16- 004101
NCEEP PROJECT #95354
NCEEP PROJECT NAME: MUDDY RUN 2
ACREAGE DATA
(BY COMPUTER)
CYPRESS CREEK TOWNSHIP JANUARY 7, 2013
5.787 ACt
NOTES.
DUPLIN COUNTY, NC 1" = 100'
I. CoMB9NED FACTOR IS a99989904.
2. ALL DISTANCES ARE HORIZONTAL GROUND
100' 50' 0 100' 200'
SOURCE OF TITLE
MEASUREMENTS IN FEET a DECIMALS THEREOF.
DB 7761, PG 145
UNLESS OTHERWISE NOTED.
J. ACCESS TO EASEMENT SHALL BE THROUGH
NEIGHBORING TRACT
GRAPHIC SCALE
SHEET 13 OF 13
f JAMES A RILEY
^II DB 7161, PG 145
JAMES A. RILEY
D8 7161, PC 145
1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CERTIFY THAT THIS SURVEY 6 OF AN07HER
CATEGORY. TO WIT,, AN EASEMENT SURVEY.
L -4189
STATE OF NORTH CAROLINA DUPLIN COUNTY
I CHRISTOPHER K. PADERICK , CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION: (DEED DL-SCRIP77ON
RECORDED IN MAP k DEED BOOKS NOTED), TINT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDIC47ED AS DRAWN
FROM INFORiWnON REFERENCED HEREON, 711AT THE RATIO
OF PRECISION AS CALCULATED 6 1: 10.000+. THAT THIS PUT
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, RwmnunoN
NUMBER AND SEAL THIS 71H DAY OF JANUARY , AD.,
2071
L -4189

Appendix D
Project Plan Sheets
Index Sheet and Sheets 6, 11, 12, 35, 38, and 39
r
L,

m,
^�4 IV I Muddy Run II Site
0a
�o Sta Road 1967
44h Cn Roia7�B
� o
W
0
'B
SO
t
0
n
Ito
44
m
VICINITY MAP
NTS
MUDDY RUN II MITIGATION PROJECT
NCEEP PROJECT ID #95354
JANUARY 2014
LOCATION: DUPLIN COUNTY, NORTH CAROLINA
ENVIRONMENTAL BANC & EXCHANGE, LLC
909 CAPABILITY DRIVE, SUITE 3100
RALEIGH, NC 27606
HOM, I inch = 400(L
WETLAND
MITIGATION TYPE
AREA(AC)
WMUs
A
RESTORATION
3.6
3.6
B
u
1.32
1.32
HOM, I inch = 400(L
WETLAND
MITIGATION TYPE
AREA(AC)
WMUs
A
RESTORATION
3.6
3.6
B
RESTORATION
1.32
1.32
TOTAL
4.92
4.92
MITIGATION TYPE PROPOSED LENGTH (LF) SMlls
HEADWATER VALLEY RESTORATION 905 905
Pl RESTORATION 8,607 8.607
ENHANCEMENTI 707 471
ENHANCEMENT II 718 287
TOTAL 10,937 10,270
DESIGN CONSULTANT
WK
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
(919) 782 -0495
NC LICENSE NO. F -0374

�6-
i'
/ jP {� 1 �cE sEERSREG"ET +a
vl I
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62
60
58
56
54
52
50
48
46
44 -
0 +00
1 +00
2 +00
3 +00
4 +00 4 +51
0 +00
1 +00
2 +00
3 +00
4 +00 4 +51
62
60
58
56
54
52
50
48
46
44
5 00
35 15 -{
- I$ANKFyj.L STAGE -
OT -- --
02T
G.
TYPICAL CHANNEL CROSS SECTION
(REACH 1)
DITCH TIE —IN TYPICAL SECTION
STRUCTURE
FROM
EXISTING CONTOUR MAJOR ----50----
O
-
STA
ELEV
STA
LOG STRUCTURE
0+12
5357
-- -ia - --
EXISTING BOTTOM OF BANK
LO G STRUCTURE
D+33
5345
- - --
EXISTING FENCELINE -
X- - -X- - at —
LOG STRUCTURE
u0
5390
- - --
PROPOSED TOP OF BANK
LOG GRADE CONTROL
0 +87
53 32
- - --
LOG TOE PROTECTION
LOG STRUCTURE
1+10
5320
- - --
�
LOG STRUCTURE
2 +20
52.70
n
�EX151WG
I
RARE
3+25
—
- - --
- - --
- - --
PROPOSED FILL AREA
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILL WAY
i
(SEE SHEET 45)
LARGE WOODY DEBRIS
(SEE DETAIL SHEET 44)
PROPOSED
TOP
F BANK
(SEE DETAIL SHEET 43)
--
(SEE DETAIL SHEET 43)
/
`�
srA..szo
ElLV 5233
(SEE DETAIL SHEET 43)
EXISTING TREE
LOG OUTLET STRUCTURE
(SEE DETAIL SHEET 43)
BEDDED LOG STRUCTURE
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL
(SEE DETAIL SHEET 44)
DIFFUSE FLOW STRUCTURE
✓�(I���
(SEE DETAIL SHEET 44)
°L�y�,•'•
LOG GRADE
Y
m
CONTROL
ILIA/
(PROFILE)
LOG STRUCTURE
(PROFILE)
BEDDED
LOG STRUCTURE
O
(PROFILE)
g
CHANNEL
PROPOSED
BOTTOM
CENTERUNE
VA-ae
ElEV 5215
GRAD
RUM RE
�i
PROPOSED
GRADE CONTROL
TRUCTURE
LOG
0 +00
1 +00
2 +00
3 +00
4 +00 4 +51
62
60
58
56
54
52
50
48
46
44
5 00
35 15 -{
- I$ANKFyj.L STAGE -
OT -- --
02T
G.
TYPICAL CHANNEL CROSS SECTION
(REACH 1)
DITCH TIE —IN TYPICAL SECTION
STRUCTURE
FROM
EXISTING CONTOUR MAJOR ----50----
O
-
STA
ELEV
STA
LOG STRUCTURE
0+12
5357
-- -ia - --
EXISTING BOTTOM OF BANK
LO G STRUCTURE
D+33
5345
- - --
EXISTING FENCELINE -
X- - -X- - at —
LOG STRUCTURE
0+79
5390
- - --
PROPOSED TOP OF BANK
LOG GRADE CONTROL
0 +87
53 32
- - --
LOG TOE PROTECTION
LOG STRUCTURE
1+10
5320
- - --
(SEE DETAIL SHEET 44)
LOG STRUCTURE
2 +20
52.70
- - --
(SEE DETAIL SHEET 42)
LOG GRADE CONTROL
3+25
52-50
- - --
- - --
- - --
•RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING
DOWNSTREAM
».
1 IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED
FROM AN UPSTREAM TO DOWNSTREAM DIRECTION
2 ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN
DESIGNATED STOCKPILE AREAS
3 ALL IMPERVIOUS DIKES AND BYPASS PUMPING
EQUIPMENT SHALL BE MODIFIED AT THE END OF EACH
DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL
4 CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS
OR TREES TO REMAIN AND SHALL NOT DAMAGE SUCH
TREES IN ANY WAY EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED PILED OR STORED WITHIN THE
CRTICAL ROOT ZONE AREA OF THE TREES TO BE SAVED
5 THE PROPOSED CROSS- SECTIONS SHALL TIE INTO
EXISTING GRADE AT A MAXIMUM SLOPE OF 5H IV FOR
ALL AREAS WHERE THE PROPOSED TOP OF BANK
ELEVATION IS GREATER THAN 075 BELOW EXISTING
GRADE A BANKFULL BENCH MUST BE CONSTRUCTED
SEE TYPICAL CROSS SECTION GRADING DETAIL ON SHEET
45 FOR DIMENSIONS
6 UNLESS NOTED OTHERWISE FILL MATERIAL GENERATED
FROM CHANNEL EXCAVATION AND STABIUZATION SHALL
BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE
DRAINAGE TOWARDS THE PROPOSED CHANNEL
7 FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON
SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER
LEGEND
EXISTING CONTOUR MAJOR ----50----
EXISTING CONTOUR MINOR
-
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED SPOT SHOT
• 49 32
EXISTING TOP OF BANK
-- -ia - --
EXISTING BOTTOM OF BANK
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE -
X- - -X- - at —
EXISTING TREE LINE
�"✓�'�'�'�'�'�
PROPOSED CHANNEL BOTTOM _
_ _ _ _ _
PROPOSED TOP OF BANK
LIMITS OF PROPOSED
L¢
CONSERVATION EASEMENT
LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
LOG STRUCTURE
(SEE DETAIL SHEET 44)
LOG GRADE CONTROL
STRUCTURE
(SEE DETAIL SHEET 42)
VEGETATED SILL
(SEE DETAIL SHEET 42)
WETLAND DEPRESSION
PROPOSED FILL AREA
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILL WAY
(SEE SHEET 45)
LARGE WOODY DEBRIS
(SEE DETAIL SHEET 44)
LEAF PACK
(SEE DETAIL SHEET 43)
SMALL WOODY DEBRIS
(SEE DETAIL SHEET 43)
LIVE CUTTINGS BUNDLE
(SEE DETAIL SHEET 43)
EXISTING TREE
LOG OUTLET STRUCTURE
(SEE DETAIL SHEET 43)
BEDDED LOG STRUCTURE
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL
(SEE DETAIL SHEET 44)
DIFFUSE FLOW STRUCTURE
✓�(I���
(SEE DETAIL SHEET 44)
°L�y�,•'•
LOG GRADE
Y
m
CONTROL
ILIA/
(PROFILE)
LOG STRUCTURE
(PROFILE)
BEDDED
LOG STRUCTURE
O
(PROFILE)
DIVNISKSON
wmmunlry intra cture mmueants
Trersporuidon + Water Resources
Urban Development + Geomatics
720 Corporate Drwe
Raleigh NC 27607
(V) 919 782 0495
It 919 782 9672
www wkdlckson com
cwse eo r-mr.
f
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PROD DATE OCT 2012
OC FM
QC DATE AUG 2013
DRAWING NUMBER
6
PROJ NO
20120090 00 RA

60
58
56
54
52
50
48
46
44
42 -
0 +00 1+00 2 +00 3 +00
SW INV =4953 U)
_ N E INV =50 53
r- X J -- X __ _ -_ W
"
- X -
\`11 \,� REGRADE DITCH TO DUVALLLFXSRNG�FENCE X
\ INTO PROPOSED ALIGNMENT _YIITFeN EASEMENT W
` 4 - SEE DITCH TIE -IN SECTION Z
' THIS SHEET
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\ \ \\ EXISTING \ U
FENCE
t "1
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INSTALL IRE 9 RE FE OF - - - - - - - -
\'! WOVEN WI FENCE
SEE DETAd SHEET 45.
(� 100 +{
r-40 -I
15
DITCH TIE -IN TYPICAL SECTION
920
II BANKFULL STAGE_
1j2
OJT I
ti
TYPICAL SHALLOW CROSS SECTION
—1050
300 450 300
BANKFU --------- LL STAGE
1 6(
I
050
ti
TYPICAL POOL CROSS
SECTION STRAIGHT REACH
0 50
4 60 3 70
jT BANKFULL STAGE
1 60 2 25
0 65
E
TYPICAL RIGHT MEANDER CROSS
SECTION
—,050
370 480
BANKFULL STAGE
17160
2'25
065
ti
TYPICAL LEFT MEANDER CROSS SECTION
TYP. SECTIONS STA 00 +00 TO 18 +15
4 +00 5 +00 (REACH 3A)
m a
•
S c
" REMOVE 20 LF
OF EXISTING PIPE "rn
CMP
15 CUP 5020 '~W'INV =4794
SW INV=
BANK•
EXISTING CONTOUR MINOR
DANNY C HATCHER
STA
ELEV
EXISTING PIPE
18 +73
JAMES A HATCHER
/
- 45/�
- - --
351-
CARLTON R HATCHER
FORREST C HATCHER
/ 15" CMP
_
-
/ II
—
REACH 2
JENNIFER J KOPANSKI
OB 15.30 PG 728
S W INV =51 6J
N E INV =59 28
I
SEE SHEET 10 3D�
r rYYrl -vY1
PROPOSED CHANNEL BOTTOM
MB 4 PC 23
LOG GRADE CONTROL
LCE
UMITS OF PROPOSED
DANNY C HATCHER
- - --
—LCE m J
JAMES A HATCHER
CARLTON R HATCHER
LCE
SO 59
FORREST C HATCHER
JENNIFER J KOPANSKI
LCE REMOVE 16 LF OF
DB 1540 PG 728
MB 4 PC 23
1 III _
\ I I II III III
�\
�
EXISTING PIPE
(SEE DETAIL SHEET 42)
_
VEGETATED SILL
, PROP 30 LF OF
A
WETLAND DEPRESSION
PROPOSED FILL AREA
—LCE
TWIN 36 HPDE
!- SEE DETAIL SHEET 3
FLIF
E
PROPOSED CHANNEL PLUG
N
/V ,GE _
—
REACH 3A f _ 3- 3 +00
(SEE SHEET 45)
LARGE WOODY DEBRIS
�
�,- Z +�`�'�_- ° =�-�'/ ' /,— x_�-- r•=._- Ucr
_--
d`��._ ----
--
(SEE DETAIL SHEET 43)
'LCE
�
O
till
_
LIVE CUTTINGS BUNDLE
REACH 1
—
_ - _ _
/
SEE SHEET 8 _.„r. or..... ..m
...co _ = Te.� - _ _ - ,:.�
-_ - _ —
(SEE DETAIL SHEET 43)
- --
-- - --
W
0 +00 1+00 2 +00 3 +00
SW INV =4953 U)
_ N E INV =50 53
r- X J -- X __ _ -_ W
"
- X -
\`11 \,� REGRADE DITCH TO DUVALLLFXSRNG�FENCE X
\ INTO PROPOSED ALIGNMENT _YIITFeN EASEMENT W
` 4 - SEE DITCH TIE -IN SECTION Z
' THIS SHEET
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JAMES A HATCHER
CARLTON R HATCHER
1 I I II
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JENNIFER J KOPANSKI
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_
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WETLAND DEPRESSION
PROPOSED FILL AREA
PROPOSED WETLAND
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(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILL WAY
(SEE SHEET 45)
LARGE WOODY DEBRIS
am
(SEE DETAIL SHEET 44)
LEAF PACK
(SEE DETAIL SHEET 43)
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(SEE DETAIL SHEET 43)
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(SEE DETAIL SHEET 43)
BEDDED LOG STRUCTURE
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL
(SEE DETAIL SHEET 44)
DIFFUSE FLOW STRUCTURE
(SEE DETAIL SHEET 44)
LOG GRADE
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-RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
NOTES,
1 IN GENERAL STREAM CONSTRUCTION SHALL PROCEED
FROM AN UPSTREAM TO DOWNSTREAM DIRECTION
2 ALL AN
MATERIAL MUST BE PLACED WITHIN
DESIGNATED STOCKPILE AREAS
3 ALL IMPERVIOUS DIKES AND BYPASS PUMPING
EQUIPMENT SHALL BE MODIFIED AT THE END OF EACH
DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL
4 CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS
OR TREES TO REMAIN AND SHALL NOT DAMAGE SUCH
TREES IN ANY WAY EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED PILED OR STORED WITHIN THE
CRITICAL ROOT ZONE AREA OF THE TREES TO BE SAVED
5 THE PROPOSED CROSS - SECTIONS SHALT. TIE INTO
EXISTING GRADE AT A MAXIMUM SLOPE OF SH IV FOR
ALL AREAS WHERE THE PROPOSED TOP OF BANK
ELEVATION IS GREATER THAN 0 75 BELOW EXISTING
GRADE A BANKFULL BENCH MUST BE CONSTRUCTED
SEE TYPICAL CROSS SECTION GRADING DETAIL ON SHEET
45 FOR DIMENSIONS
6 UNLESS NOTED OTHERWISE FILL MATERIAL GENERATED
FROM CHANNEL EXCAVATION AND STABIUZATION SHALL
BE PLACED INSIDE THE EXISTING CHANNEL TO BE
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DRAINAGE TOWARDS THE PROPOSED CHANNEL
7 FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON
SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER
LEGEND
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- - -SO - - --
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EXISTING TOP OF BANK
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PROPOSED TOP OF BANK
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LCD
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LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
LOG STRUCTURE
(SEE DETAIL SHEET 44)
LOG GRADE CONTROL
STRUCTURE
(SEE DETAIL SHEET 42)
VEGETATED SILL
(SEE DETAIL SHEET 42)
WETLAND DEPRESSION
PROPOSED FILL AREA
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILL WAY
(SEE SHEET 45)
LARGE WOODY DEBRIS
am
(SEE DETAIL SHEET 44)
LEAF PACK
(SEE DETAIL SHEET 43)
SMALL WOODY DEBRIS
O
(SEE DETAIL SHEET 43)
LIVE CUTTINGS BUNDLE
(SEE DETAIL SHEET 43)
n
EXISTING TREE
LOG OUTLET STRUCTURE
(SEE DETAIL SHEET 43)
BEDDED LOG STRUCTURE
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL
(SEE DETAIL SHEET 44)
DIFFUSE FLOW STRUCTURE
(SEE DETAIL SHEET 44)
LOG GRADE
m
CONTROL
1Up/
(PRO FILE)
LOG STRUCTURE
(PROFILE)
BEDDED
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O
(PROFILE)
D D CKSON
commurvry ntraslnrcwre carvsunents
Tmreponetlon + Water Resources
Urban Dmlopment + Geom tics
720 Corporate Dnve
Raleigh NC 27607
(V) 919 782 0495
(1) 919 782 9672
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\ \ 1 1 DANNY G HATCHER I
\ JAMES A HATCHER )
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FORREST C HATCHER
-- JENNIFER J KOPANSKI I
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6 +78
5150
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7 +83
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8 +08
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6 +57
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- - --
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6 +78
5150
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DIFFUSE FLOW STRUCTURE
7 +83
51 60
L
LOG STRUCTURE
8 +08
4945
-RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
NOTES,
1 IN GENERAL STREAM CONSTRUCTION SHALL PROCEED
FROM AN UPSTREAM TO DOWNSTREAM DIRECTION
2 ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN
DESIGNATED STOCKPILE AREAS
3 ALL IMPERVIOUS DIKES AND BYPASS PUMPING
EQUIPMENT SHALL BE MODIFIED AT THE END OF EACH
DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL
4 CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS
OR TREES TO REMAIN AND SHALL NOT DAMAGE SUCH
TREES IN ANY WAY EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED PILED OR STORED WITHIN THE
CRITICAL ROOT ZONE AREA OF THE TREES TO BE SAVED
5 THE PROPOSED CROSS- SECTIONS SHALL TIE INTO
EXISTING GRADE AT A MAXIMUM SLOPE OF 5H 1V FOR
ALL AREAS WHERE THE PROPOSED TOP OF BANK
ELEVATION IS GREATER THAN 075 BELOW EXISTING
GRADE A BANKFULL BENCH MUST BE CONSTRUCTED
SEE TYPICAL CROSS SECTION GRADING DETAIL ON SHEET
45 FOR DIMENSIONS
6 UNLESS NOTED OTHERWISE FILL MATERIAL GENERATED
FROM CHANNEL EXCAVATION AND STABILIZATION SHALL
BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE
DRAINAGE TOWARDS THE PROPOSED CHANNEL
7 FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON
SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER
LEGEND
EXISTING CONTOUR MAJOR - - - -SO - - --
EXISTING CONTOUR MINOR -
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED SPOT SHOT -4932
EXISTING TOP OF BANK - -T6 - --
EXISTING BOTTOM OF BANK
PROPOSED CENTERUNE OF
CHANNEL
EXISTING FENCEUNE — K--- x - --K-
EXISTING TREEUNE /'�
PROPOSED CHANNEL BOTTOM
PROPOSED TOP OF BANK
UNITS OF PROPOSED Ltf
CONSERVATION EASEMENT
LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
LOG STRUCTURE
(SEE DETAIL SHEET 44)
LOG GRADE CONTROL
STRUCTURE
(SEE DETAIL SHEET 42)
VEGETATED SILL
(SEE DETAIL SHEET 42)
WETLAND DEPRESSION
PROPOSED FILL AREA
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILLWAY
(SEE SHEET 45)
LARGE WOODY DEBRIS cm
(SEE DETAIL SHEET 44)
LEAF PACK
(SEE DETAIL SHEET 43)
SMALL WOODY DEBRIS 0
(SEE DETAIL SHEET 43)
UVE CUTTINGS BUNDLE
(SEE DETAIL SHEET 43) 7
EXISTING TREE
LOG OUTLET STRUCTURE i
(SEE DETAIL SHEET 43)
BEDDED LOG STRUCTURE
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL
(SEE DETAIL SHEET 44)
DIFFUSE FLOW STRUCTURE
(SEE DETAIL SHEET 44)
LOG GRADE m
CONTROL TAU/
(PROFILE) /1
LOG STRUCTURE
(PROFILE)
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LOG STRUCTURE
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� D IC
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muniry ntreswcwre wn Ifte"m
Tramporta6on + Water Resources
Urban Devabpnent + Geometics
720 Corporate Dnve
Raleigh NC 27607
(V) 919 782 0495
(1) 919 782 9672
www wkdickson mm
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O C FM
0 C DATE AUG 2013
DRAWING NUMBER
12
PROJ NO
20120090 00 RA

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D D CKSON
community nkartmcture coneuttenls
TmnsporWon + water Resources
Urban Development + Geomatics
720 Corporate Drwe
Rale,gh NC 27607
(v) 919 782 0495
(fl 919 782 9672
www wkd,.ks.n com
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0C DATE UG 2013
DRAWING NUMBER
35
PROJ NO
20120090 00 RA

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LIMITS OF PROPOSED
CONSERVATION EASEMENT
REFERENCE EXISTING TREEUNE •. , -,_._
WETLAN �I
GAUGES D
G PLANTING ZONE 1: RIPARIAN PLANTING
REACH 3A
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% y
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REACH 5A
REACH 6 REACH 4
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wt
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REACH 1 \
1 l<
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COPYRIGHT O,W.K. DICKSON 8, CO..INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT. IN WHOLE OR IN PART. WITHOUT WRITTEN CONSENT OF W.K. DICKSON B GO INC.. IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH ANORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
DDICKSON
�mm tynkasln vrecons,kwm
TranspClion + Wamr R —urces
Urban Developmam + Gaomascs
720 Corporate Drive
Raleigh, NC 27807
(vj 919 782-0495
(1) 919.782 9672
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PROD. DATE: IOCT 2012
O.C.:
O.C. DATE: AUG 2013
DRAWING NUMBER:
38
PROJ. NO.:
20120090.00.RA

1
IFCFND
LIMITS OF PROPOSED
CONSERVATION EASEMENT
TEMPORARY SILT FENCE ■ ■
E>DSDNG TREELIKE
1 EtOSiWG M GRAVEL
PATH
FARM PAIR - - - - - --
alms OF mSTURBANCE
"Z'°r ~ I I, \ LUDIE BROWN T
TEMPORARY GRAVEL
ROAD CONSTRUCTION ENTRANCE
\ _ °a `:.' I 1 TOTAL AREA OF CONSERVATION 43 ACRES
:� _ TOTAL AREA OF DONSERVATKIN EASEMENT 376 ACRES
PROPOSED STOCKPILE
AREA. \SEE DETAIL
SHEET 41 I
PROPOSED
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DETAIL SHEET 41
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PICKETT BAY ROAD
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PROD DATE IOCT 2012
GC M
O C DATE AUG 2013
DRAWING NUMBER
39
PROJ NO
20120090 00 RA