20130653 Ver 1_Final Mitigation Plan Addendum 1_20140331

MUDDY RUN 11 STREAM AND WETLAND
RESTORATION PROJECT
ADDENDUM #1
to the
FINAL MITIGATION PLAN
DUPLIN COUNTY, NORTH CAROLINA, PROJECT # NC-03-2012
Prepared for:
r 'ho-
Ali
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te
Lill 11aviellielif
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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 II
Duplin County, North Carolina
EEP Project ID NC -03 -2012
Cape Fear River Basin
HUC 0030007060010
Prepared for:
SI
0S e
E'iiiailcement
PROGRAM
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Prepared by:
FE—BM
Environmental Banc & Exchange
909 Capability Drive, Suite 3100
Raleigh, NC 27606
919 - 829 -9909

� K
DICKSON
community infrastructure consultants
WK Dickson & Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
919 - 782 -0495

Muddy Run II Stream and Wetland Restoration • USGS HUC 03030007
Addendum #1 to the Final Mitigation Plan • Duplin 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 just 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 floodplain 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 II Stream and Wetland Restoration • USGS HUC 03030007
Addendum #1 to the Final Mitigation Plan • Duplin County, North Carolina • January 2014
p. 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. Priority Level I restoration is appropriate for this
channel because it is the only mitigation approach that will address bed and bank instability, establish
a forested riparian buffer, and significantly enhance aquatic habitat. Diffuse flow structures will be
constructed where existing agricultural ditches enter the easement area.
WK Dickson & Co., Inc.

WK Dickson & Co., Inc. 3
Muddy Run II Stream and Wetland Restoration • USGS HUC 03030007
Addendum #1 to the Final Mitigation
Plan • Duplin County, North
Carolina • January 2014
Table 1. Muddy Run II Project Components — Stream Mitigation.
Reach
Mitigation Type Stationing Existing Proposed
Mitigation SMUs
Length (LF)
Length (LF) *
Ratio
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 +04 to 18 +73 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
P 1 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 to 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).
Table 2. Project Parcel Landowner Information
PIN
Landowner
County
Acreage
336900261466
EBX -NEUSE 1, LLC
Duplin
1.99
336900266455
EBX -NEUSE I, LLC
Duplin
1.08
336900167209
EBX -NEUSE I, LLC
Duplin
2.28
335900966225
EBX -NEUSE 1, LLC
Duplin
0.003
335900965215
EBX -NEUSE 1, LLC
Duplin
0.55
336900352864
Futreal, Johnny Adrian
Duplin
12.11
336900445188
Hatcher, Danny Guy, et al.
Duplin
1.02
336900457397
Hatcher, Danny Guy, et al.
Duplin
1.37
336900161443
Holland, Thomas J. & Wife Kay D. Holland
Duplin
1.85
336900273089
Lanier, Michael Carlo
Duplin
0.31
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 • USCS HUC 03030007
Addendum #1 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.
Muddy Run II Easement
QMuddy Run Easement
Wetland Restoration
Stream Crossing (Culvert)
X Proposed Fencing
4) Reach Break
Q BMP Locations
Parcels
2 ft Contours

r
1 " =80 '
W
DICKSON
r
community infrastructure consultants
720 Corporate Center Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
v
WWW.WKDICKSON.COM
NC LICENSE NO.
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WKD PROD. NO.:
20120090.00.RA

Appendix A
Site Protection Instruments
Easement Plat Sheets 1, 12, and 13

"PREL Iloll NA R Y PLA T'9'9
NOT FOR SALES, CONVEYANCES.,
OR REC®RDA TION. �l • RI/ , -RI
RI
- RCl`'�
YN
EBX —NEUSE I, LLC.
/ PROPERTY
/ (SHEET 2 OF 13)
SMITH FAMILY
PROPERTY
P
(SHEET 3 OF 13)
i
i
i
AULINE L. SMITH J
& WORTH L. LANDEN
PROPERTY
(SHEET 4 OF 13)
1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CERTIFY THAT THIS SURVEY IS OF ANOTHER
CATEGORY. TO WIT; AN EASEMENT SURVEY.
L -4189
�� � r �. rte.• u � c i r : �. � r. z, mm
DUPLIN COUNTY
I CHRISTOPHER K. PADERICK , CERTIFY 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 INFORMATION REFERENCED HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10,000 +; THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL THIS 17TH DAY OF MAY A. D.,
2013
L -4189
THOMAS J. HOLLAND
KAY D. HOLLAND
PROPERTY
(SHEET 6 OF 13)
EBX —NEUSE 1, LLC.
PROPERTY
(SHEET 5 OF 13)
R /�y II
(�
Rjw
60
JESSE D. WOOD
MARY A. WOOD
PROPERTY
(SHEET 8 OF 13)
MICHAEL C. LANIER /
PROPERTY \
(SHEET 9 OF 13)
x /
JOHNNY A. FUTREAL
PROPERTY
(SHEET 11 OF 13)
1, , REVIEW OFFICER OF
DUPLIN COUNTY, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
FILED FOR REGISTRATION
2013. —M
PLAT CABINET
DATE
icrw,�icrc ur uccu,,:.
DUPLIN COUNTY
\
i \ \ep
DANNY G.
HATCHER -
JAMES A.
HATCHER
CARLTON R.
HATCHER
FORREST C.
HATCHER
JENNIFER J.
KOPANSKI
(SHEET 12 OF 13)
INDEX TO SHEETS
PROPERTY NAME
SHEET NUMBER
EBX -NEUSE 1, I.I.C.
SHEET 2 OF 13
SMITH FAMILY TRUST
SHEET 3 OF 13
AULINE L. SMITH & WORTH L. LANDEN
SHEET 4 OF 13
EBX -NEUSE 1, I.I.C.
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, I.I.C.
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 —
IE STA TE OF NORTH CAROLINA
NCEEP RFP #16-004101
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'
GRAPHIC SCALE
SHEET 1 OF 13
VICINITY MAP
(NOT TO SCALE)
ACCESS TO EASEMENT SHALL BE THROUGH
NEIGHBORING TRACTS.
LEGEND
— - - — = ADJOINING PROPERTY LINE
= EASEMENT LINE
= EASEMENT /BOUNDARY LINE

NC GEODETIC SURVEY MONUMENT
REFERENCE TABLE
FROM: "BROWN 1974"
TO: "HATCHER 1974"
N =395, 131.0634'
N= 398,054.6107'
E= 2,357,379.5569'
E= 2,362,255.4002'
GRID BEARING
GRID DISTANCE
N 59'03' 11 " E
5,685.154 1 ' (GRID)
209
5,685.86' (MEASURED)
EASEMENT CORNER COORDINATE TABLE
#
NORTHING
FASTING
197
J95,455.7497'
2,J64,050.5579'
206
395,239.5160'
2,364,215.7929'
208
395,231.7795'
2,364, 188.5423'
209
J95,110.5688'
2,364,274.8129'
210
394,969.6375'
2,364,2975219'
211
J95,000.1609'
2,J64,421.8207'
212
395, 155.9839'
2,364,396.5326'
213
395,392.7713'
2,364,226.3360'
214
394,808.9354'
2,364,614.1453'
215
394,756.4598'
2,364,520.3314'
216
394,913.8830'
2,364,4473800'
217
394,863.6863'
2,364,330.7231 '
218
394, 686.6317'
2, 364, 414.0793'
219
394, 610. 1773'
2,J64,471.9750'
220
394, 324.9383'
2,J64,574.4648'
221
394, 340.0618'
2, 364, 613.7912'
222
394, 351.7992'
2, 364, 606.3066'
223
394,4279130'
2,364,5778997'
224
J94,524.1927'
2, 364, 543.6522'
225
J94,5770681'
2, J64,524.822 1 '
226
394, 635.9758'
2,J64,505.4296'
227
J94,6971250'
2, 364, 483.9813'
228
394,806.8899'
2,364,654.6969'
(COORDINATES ARE GROUND COORDINATES
RELATIVE TO NCGSM 'HATCHER 1974')
NCGSM 'HATCHER 1974"
N=398,054.6107'
E= 2,362,255.4002'
(NAD\ 83/2001)
DANNY G. HATCHER
JAMES A. HATCHER
CARLTON R. HATCHER
\ o,
FORREST C. HATCHER
BEARING
LENGTH
n
JENNIFER J. KOPANSKI
3 158.59'
L -2
S 70'17'18" E
DB 1530, PG 728
L -3
S J5'4227" E
291.61 '
MB 4, PG 23
S 09'13'05" E
157.86'
197
S 76'12'11" W
127.99"
L -6
�
142.75'
DANNY G.
HATCHER
N= 395,455.7497' (CC)
L -8
JAMES A.
HATCHER
E= 2,364,050.5579'
\ 2
CARLTON R.
HATCHER
S 17'23'57" E
\ \
FORREST C.
HATCHER
12700'
213
JENNIFER J.
KOPANSKI
L -13
N 60'4645" E
DB 1530,
PG 728 g
S 87'06'44" E
40.60'
MB 4, PG 23
m
S 57'15'J7" W
202.96'
L -16
c
64.80'
L -17
S 18'13'18" E
62.02'
L -18
S 19'36 "07" E
56.13"
L -19
JOHNNY A. FUTREAL
\
L -20
S 20'2759" E
DB 1055, PG 204
L -21
S 32'31 28" E
13.92'
CONSERVATION EASEMENT
SURVEY OF
THE DANNY G. HATCHER, ETA L PROPERTY
FOR THE STA TE OF NORTH CAROLINA
S. P. 0. 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
206 �' \
L -8 26 ECM
C) \(T�� \ EASEMENT 27, PG 194 OWN
zos \ \ � � \
DANNY G. HATCHER
JAMES
R. HATCHER 1
FORREST C. HATCHER
JENNIFER J. KOPANSKI
DB 1530, PG 728
MB 4, PG 23
/ 21�
E5
EASEMENT LINE AS SHOWN 210 DANNY G. HATCHER
ON MB 27, PG 194 JAMES A. HATCHER
CARLTON R. HATCHER
\ can 216 FORREST C. HATCHER
\ \N JENNIFER J. KOPANSKI
D 1 40 8
PG 23
217 \
21L�14
i 1
1 �N�
C2)
DITCH
V � 227
\� \2zs
219 � 225 --A I \ \
DANNY G. HATCHER
JAMES A. HATCHER
CARLTON R. HATCHER 224 \
FORREST C. HATCHER
JENNIFER J. KOPANSKI o
DB 1530, PG 728
MB 4, PG 23 i
EASEMENT LINE AS SHOWN
ON MB 27, PG 194
\ \ 223
222
L-
1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CERTIFY THAT THIS SURVEY IS OF ANOTHER
CATEGORY. TO WIT, • AN EASEMENT SURVEY.
F="Nrz]
STATE OF NORTH CAROLINA
DUPLIN COUNTY
CHRISTOPHER K. PADERICK , CERTIFY 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 INFORMATION REFERENCED HEREON, • THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL THIS 20TH DAY OF MAY A. D.,
2013.
JAMES A. RILEY
DB 1161, PG 145
"PREL I MI NA R Y PLA T "
NOT FOR SALES, CONVEYANCES,
OR RECORDA TION.
L -4189
LINE TABLE
LINE
BEARING
LENGTH
L -1
S 34'38'05" E
3 158.59'
L -2
S 70'17'18" E
186.72'
L -3
S J5'4227" E
291.61 '
L -4
S 09'13'05" E
157.86'
L -5
S 76'12'11" W
127.99"
L -6
N 09'09'13" W
142.75'
L -7
N J52628" W
148.78'
L -8
N 74'09'03" E
28.33'
L -9
N 37'23'07" W
272.14'
L -10
S 17'23'57" E
11 1.03'
L -11
N 66'43'05" E
12700'
L -12
S 24'51'48" E
173.50'
L -13
N 60'4645" E
10749'
L -14
S 87'06'44" E
40.60'
L -15
S 57'15'J7" W
202.96'
L -16
S 19'19'43 " E
64.80'
L -17
S 18'13'18" E
62.02'
L -18
S 19'36 "07" E
56.13"
L -19
S 19'34'51 " E
102.19'
L -20
S 20'2759" E
81.24'
L -21
S 32'31 28" E
13.92'
L -22
S 685754" W
42.13'
L -23
N 19'45'50" W
303.09'
L -24
N 37'08'06" W
95.90'
L -25
N 25'12'39" W
195.70'
L -26
S 74'09'03" W
46.22'
ACREAGE DATA
(BY COMPUTER)
DANNY G.
HATCHER
AREA 1 = 1.341 ACf
JAMES A.
HATCHER
AREA 2 = 1.048 ACf
CARLTON R.
HATCHER
FORREST C.
HATCHER
TOTAL = 2.389 ACt
JENNIFER J.
KOPANSKI
DB 1530,
PG 728
MB 4,
PG 23
SOURCE OF TITLE
DB 1530, PG 728
MB 4, PG 23
SHEET 12 OF 13
VICINITY MAP
(NOT TO SCALE)
1, I REVIEW OFFICER OF
DUPLIN COUNTY, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
FILED FOR REGISTRATION
2013. -M
PLAT CABINET
rl-rral
PAGE
REGISTER OF DEEDS
DUPLIN COUNTY
FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE " X "
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA, AS DETERMINED BY NFIP RATE MAP
DATED FEBRUARY 16, 2006 : COMMUNITY PANEL
NUMBER 370083 - 3368 -J .
NOTES:
1. COMBINED FACTOR IS 0.99989904.
2. ALL DISTANCES ARE HORIZONTAL GROUND
MEASUREMENTS IN FEET & DECIMALS THEREOF,
UNLESS OTHERWISE NOTED.
J. ACCESS TO EASEMENT SHALL BE THROUGH
NEIGHBORING TRACT.
LEGEND
ECM = EXISTING CONCRETE MONUMENT
• = NEW IRON STAKE & CAP
O = NO POINT SET
(TL) = TIE LINE
(CC) = CONTROL CORNER
NCGSM = NC GRID SURVEY MONUMENT
--ZZ- = NOT TO SCALE
- - - - = ADJOINING PROPERTY LINE
EASEMENT LINE
EASEMENT /BOUNDARY LINE

1, , REVIEW OFFICER OF
DUPLIN COUNTY, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
FILED FOR REGISTRATION
2013. -M
PLAT CABINET
1.�rra
PAGE
REGISTER OF DEEDS
DUPLIN COUNTY
NCGSM 'HATCHER 1974"
N =398, 054.6107'
E =2, 362,255.4002'
(NAD 8312001)
T�l
LEGEND
NC GEODETIC SURVEY MONUMENT
REFERENCE TABLE
FROM: "BROWN 1974"
TO: "HATCHER 1974"
N =395, 131.0634'
N= 398,054.6107'
E= 2,357,379.5569'
E= 2,362,255.4002'
GRID BEARING
GRID DISTANCE
N 59"03' 11 " E
5,685.154 1 ' (GRID)
224
5,685.86' (MEASURED)
EASEMENT CORNER COORDINATE TABLE
(COORDINATES ARE GROUND COORDINATES
RELATIVE TO NCGSM 'HATCHER 1974')
JAMES A. RILEY 234
DB 1161, PG 145 �-
233 = ���♦'\
232 �__� " --
231 �L-6-�
JAMES A. RILEY
DB 1161, PG 145 230
LINE TABLE
NORTHING
LASTING
221
394,340.06 IS'
2,364,6 1J. 7912'
222
394,J51.7992'
2, J64,606. J066
223
394,4279130'
2,J64,577.8997
224
394,524.1927'
2, 364, 543.6522'
225
394,5770681'
2, J64,524.822 I '
226
394,635.9758'
2,J64,505.4296'
227
394,6971250'
2, 364, 483.9813"
228
394,806.8899'
2,364,654.6969'
229
394,846.4730'
2,J64,812.0609'
230
394,925.8650'
2,J65,052.0960'
231
394,959.7234"
2,365,170.2686'
232
394,990.8893'
2,J65,350.1470 I
233
395,014.1600'
2,J65,475.1900'
234
395,035.2655'
2,J65,608.7842'
235
394,972.7540'
2, 365, 827.0739 ,
236
394,78J.9777'
2,J66,057.0272 I
237
394,776.8493'
2,J66,095.4955'
238
394,666.6186'
2, 366, 085.3789'
239
394,656.6093'
2, 366, 061.8378"
240
394,659.4871'
2,J66,026.3789'
241
394,700.8227'
2, 365, 968.3543'
242
394,868.1092'
2, 365, 773.2036'
243
394,9079794'
2,J65,605.9140
244
394,864.2082'
2,J65,474.0669
245
394,8576575'
2, 365, 327.4333'
246
394,706.8868'
2,364,814.4695'
247
394,658.0822'
2,J64,614.1512'
248
394,J78.6715'
2,J64,714.5468'
(COORDINATES ARE GROUND COORDINATES
RELATIVE TO NCGSM 'HATCHER 1974')
JAMES A. RILEY 234
DB 1161, PG 145 �-
233 = ���♦'\
232 �__� " --
231 �L-6-�
JAMES A. RILEY
DB 1161, PG 145 230
LINE TABLE
LINE
BEARING
LENGTH
L -1
S 3334 29" E
4,029.80'
L -2
N 57'15'37" E
202.96'
L -3
N 75'52'51 " E
162.27'
L -4
N 71'41'54" E
252.82'
L -5
N 74'00'44" E
122.93'
L -6
N 80'10'14" E
182.56'
L -7
N 79'2728" E
127.19'
L -8
N 81'01 21 " E
135.25'
L -9
S 74'01'12" E
227.06'
L -10
S 50'3659" E
297.51'
L -11
S 79'30'07" E
J9.12'
L -12
S 05'14'J7" W
110.69'
L -13
S 66'5757" W
25.58'
L -14
N 8521 37" W
35.58'
L -15
N 5432'05" W
71.24'
L -16
N 492346" W
257.04'
L -17
N 763541 " W
171.98'
L -18
S 71'38'05" W
138.92'
L -19
S 87'2632" W
146.78'
L -20
S 73'37'15" W
534.66'
L -21
S 76' 18 27" W
206.18'
L -22
I S 19'45'50" E
296.90'
L -23
S 69'01'59" W
107.90'
L -24
N 32'31 28" W
13.92'
L -25
N 20'2759" W
81.24'
L -26
N 19'34 51 " W
102.19'
L -27
N 19'36'07" W
56.13'
L -28
N 18'13'18" W
62.02'
L -29
N 19' 19'43" W
1 64.80'
JAMES A. RILEY
\ \ g DB 1 161, PG 145
\ \ 235
VICINITY MAP
(NOT TO SCALE)
FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE " X "
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA, AS DETERMINED BY NFIP RATE MAP
DATED FEBRUARY 16, 2006 COMMUNITY PANEL
NUMBER 370083 - 3368 -J .
DANNY G. HATCHER
JAMES A. HATCHER / / % / / / / g /' `
243
CARLTON R. HATCHER / / / / L,
FORREST C. HATCHER 229
o JENNIFER J. KOPANSKI / �r / DITCH / / �- L -19 244 242 \ \ \
DB 1530, PG 728
MB 4, PG 23 L, /
/
JAMES A. RILEY �� �i> �L� 7 237
/ /L -20 DB 1161, PG 145 �y
�2 \
H
DITC / �� JAMES A. RILEY 23s
/ DB 1161, PG 145 \\ I
JAMES A. RILEY
\ N� DB 1161, PG 145
N =394, 697. 1250' 227 / .-..o
E= 2,364,483.9813' �\ / 247 / / /L,21 \s 239 O cry
240 L- 14
\ 22s � � ` �- L -13
\ JAMES A. RILEY
� , ` DB 1 161, PG 145 JAMES A. RILEY
\ 2 2 5 m \ 0 DB 1 161, PG 145
�A o
zm
DANNY G. HATCHER \
JAMES A. HATCHER ,z
CARLTON R. HATCHER 224 m
FORREST C. HATCHER `N 1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
JENNIFER J. KOPANSKI N NO. 4189, CERTIFY THAT THIS SURVEY IS OF ANOTHER
DB 1530, PG 728 o CATEGORY. TO WIT- AN EASEMENT SURVEY.
MB 4, PG 23
rn
„ „
PRELANTINARY PLAT L -4189
221 NOT FOR SALES, CONVEYANCES,
STATE OF NORTH CAROLINA DUPLIN COUNTY
222 /
' 3 OR RECORDA TION. CHRISTOPHER K. PADERICK CERTIFY THAT THIS
PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
D�1 SURVEY MADE UNDER MY SUPERVISION, (DEED DESCRIPTION
L -24 \ RECORDED IN MAP & DEED BOOKS NOTED); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION REFERENCED HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10,000 +; THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
CONSERVATION EASEMENT AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
DANNY G. HATCHER SURVEY OF NUMBER AND SEAL THIS 7TH DAY OF JANUARY , A.D.,
0
JAMES A. HATCHER THE JAMES A . RILEY PROPERTY
CARLTON R. HATCHER
FORREST C. HATCHER
JENNIFER J. KOPANSKI
DB 1530, PG 728 FOR THE STATE OF NORTH CAROLINA L -4189
MB 4, PG 23
S. P. 0. FILE #31 -X REVISED 12116113 - CHANGED EASEMENT AREA, ACREAGE, NOTES, ER
NCEEP RFP # 16- 004101 MATRIX EAST, PLLC
NCEEP PROJECT #95354x``' X
NCEEP PROJECT NAME: MUDDY RUN 2 ACREAGE DATA East PROFESSIONAL LAND SURVEYORS
(BY COMPUTER) 906 N. QUEEN ST,, SUITE A KINSTON, NC 2
• = NEW IRON STAKE & CAP
O = NO POINT SET
(TL) = TIE LINE
(CC) = CONTROL CORNER
NCGSM = NC GRID SURVEY MONUMENT
--ZZ- = NOT TO SCALE
- - - - = ADJOINING PROPERTY LINE
EASEMENT LINE
EASEMENT /BOUNDARY LINE
NOTES:
1. COMBINED FACTOR IS 0.99989904.
2. ALL DISTANCES ARE HORIZONTAL GROUND
MEASUREMENTS IN FEET & DECIMALS THEREOF,
UNLESS OTHERWISE NOTED.
J. ACCESS TO EASEMENT SHALL BE THROUGH
NEIGHBORING TRACT.
CYPRESS CREEK TOWNSHIP JANUARY 7, 2013
DUPLIN COUNTY, NC 1 " = 100'
100' 50' 0 100' 200'
GRAPHIC SCALE
5.797 ACt
SOURCE OF TITLE
DB 1161, PG 145
SHEET 13 OF 13

Appendix D
Project Plan Sheets
Index Sheet and Sheets 6, 11, 1.2, 35, 38, and 39

8 d'r
r 'g Muddy Run II Site
�p.+� 3t� Road 1867 �
e
�h. �n Rota 9gg8 x
K _
1
0
T t7
rv� g0
D
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
orrexs �e A. vcie
0 ton 400
H011 1 rock = 4001t.
DESIGN CONSULTANT
9'.%WK
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
(919) 782 -049`
NC LICENSE NO. F -0374
SHEET LIST
SHEET NO.
SHEET TITLE
1
Cover
to
Aerial View of Project
2
Existing Conditions
3
Existing Conditions
4
Existing Conditions
5
Existing Conditions
6
Plan and Profile — Reach 1
7
Plan and Profile — Reach 2
8
Plan and Profile — Reach 2
9
Plan and Profile — Reach 2
10
Plan and Profile — Reach 2
11
Plan and Profile — Reach 3A
12
Plan and Profile — Reach 3A
13
Plan and Profile — Reach 3A
14
Plan and Profile — Reach 3A
15
Plan and Profile — Reach 3A
16
Plan and Profile — Reach 3A
17
Plan and Profile — Reach 3A
18
Plan and Profile — Reach 3A & 313
19
Plan and Profile — Reach 38
20
Plan and Profile — Reach 38
21
Plan and Profile — Reach 38
22
Plan and Profile — Reach 38 & 3C
23
Plan and Profile — Reach 3C
24
Plan and Profile — Reach 4
25
Plan and Profile — Reach 5A
26
Plan and Profile — Reach 5A
27
Plan and Profile — Reach 5A
28
Plan and Profile — Reach 5A
29
Plan and Profile — Reach 5B
30
Plan and Profile — Reach 6
31
Plan and Profile — Reach 6
32
Plan and Profile — Reach 6
33
Wetland A
34
Wetland B
35
Planting Plan
36
Planting Plan
37
Planting Plan
38
Monitoring Locations
39
Erosion & Sedimentation Control Plan
40
Erosion & Sedimentation Control Notes
41
Detail 1
42
Detail 2
43
Detail 3
44
Detail 4
45
Detail 5
DESIGN CONSULTANT
9'.%WK
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
(919) 782 -049`
NC LICENSE NO. F -0374
WETLAND
MITIGATION TYPE
AREA (AG)
WMU.
A
RESTORATION
3.6
3.6
B
RESTORATION
1.32
1.32
TOTAL
4.92
4.92
ENHANCEMENT II
718
DESIGN CONSULTANT
9'.%WK
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
(919) 782 -049`
NC LICENSE NO. F -0374
HEADWATER VALLEY RESTORATION
905
905
Pi RESTORATION
8,607
8,607
ENHANCEMENTI
707
471
ENHANCEMENT II
718
287
TOTAL
10,937
10,270
DESIGN CONSULTANT
9'.%WK
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
(919) 782 -049`
NC LICENSE NO. F -0374

62 -
60-
58 -
56
54
52
50 -
48
46
44 -
0 +00
/ 3On �� 30N III III VIII
� 3C1� III III III I:
391
1 +00
2 +00
3 +00
MATCH LINE SEE SHEET 10
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
r
W
W
U)
v )
W
'W
V )
W
Z
J
2
U
C�
C
5.00
1.35 1.15 -t•{
I BANKFULL STAGE
0. }7s
l
0:5 �A7
E
TYPICAL CHANNEL CROSS SECTION
(REACH 1)
9:00
1.00'
DITCH TIE —IN TYPICAL SECTION
STRUCTURE
FROM
TD
BANK-
EXISTING CONTOUR MINOR
ELEV
STA
ELEV
LOG
LOG STRUCTURE
0 +12
53.57
x 49.32
EXISTING TOP OF BANK
- -T_ -
LOG STRUCTURE
0 +33
53.45
O
LL
CHANNEL
�
W
LOG STRUCTURE
�
53.90
- - - -
- - --
o
LOG GRADE CONTROL
0 +87
53.32
_
CONSERVATION EASEMENT
Lct
LOG STRUCTURE
1 +10
53.20
—
- - --
--
LOG STRUCTURE
2 +20
52.70
zo
STRUCTURE
w d
LOG GRADE CONTROL
3 +25
52.50
a
(SEE DETAIL SHEET 42)
-
WETLAND DEPRESSION
W
PROPOSED FILL AREA
tL N lyj
Z Q 2
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILLWAY
KEE
(SEE SHEET 45)
LARGE WOODY DEBRIS
EXISTING
RARE
LEAF PACK
(SEE DETAIL SHEET 43)
SMALL WOODY DEBRIS
O
(SEE DETAIL SHEET 43)
LIVE CUTTINGS BUNDLE
(SEE DETAIL SHEET 43)
EXISTING TREE
LOG OUTLET 'STRUCTURE
_
BEDDED LOG STRUCTURE
(SEE DETAIL SHEET 43)
PRIPOSED
TOP
F BANK
(SEE DETAIL SHEET 44)
DIFFUSE FLOW STRUCTURE
(SEE DETAIL SHEET 44)
—
T/
2u
STAN42.0
ELEV 5].33
\
(PROFILE)
UW
LOG STRUCTURE
If
(PROFILE)
Ux
BEDDED
LOG STRUCTURE
0
(PROFILE)
1
CHANNEL
PROPOSED
BOTTOM
CENTERLINE
STA 4+45.0
ELEVSZ.1s
PROl
GRADI
DEED LOG
CONTROL
STRUCTURE
id
PROPOSED
GRADE CONIROL
STRUM
LOG
JRF
0 +00
1 +00
2 +00
3 +00
4 +00 4 +51
62
- 60
58
56
54
52
- 50
48
46
- 44
r
W
W
U)
v )
W
'W
V )
W
Z
J
2
U
C�
C
5.00
1.35 1.15 -t•{
I BANKFULL STAGE
0. }7s
l
0:5 �A7
E
TYPICAL CHANNEL CROSS SECTION
(REACH 1)
9:00
1.00'
DITCH TIE —IN TYPICAL SECTION
STRUCTURE
FROM
TD
BANK-
EXISTING CONTOUR MINOR
ELEV
STA
ELEV
LOG
LOG STRUCTURE
0 +12
53.57
x 49.32
EXISTING TOP OF BANK
- -T_ -
LOG STRUCTURE
0 +33
53.45
O
LL
CHANNEL
�
W
LOG STRUCTURE
0 +79
53.90
- - - -
- - --
L
LOG GRADE CONTROL
0 +87
53.32
_
CONSERVATION EASEMENT
Lct
LOG STRUCTURE
1 +10
53.20
—
- - --
--
LOG STRUCTURE
2 +20
52.70
zo
STRUCTURE
w d
LOG GRADE CONTROL
3 +25
52.50
a
(SEE DETAIL SHEET 42)
-
*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 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 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
x 49.32
EXISTING TOP OF BANK
- -T_ -
EXISTING BOTTOM OF BANK
U W
PROPOSED CENTERLINE OF
O
LL
CHANNEL
�
W
EXISTING FEN CELINE —
— —x— — - -. —
EXISTING TREELIKE /Y'm"YYY1
O
Y N
PROPOSED CHANNEL BOTTOM
�
PROPOSED TOP OF BANK
� W
LIMITS OF PROPOSED
_
CONSERVATION EASEMENT
Lct
LOG TOE PROTECTION
�zw
(SEE DETAIL SHEET 42)
LOG STRUCTURE
a
(SEE DETAIL SHEET 44)
0
ECpD�
LOG GRADE CONTROL
zo
STRUCTURE
w d
(SEE DETAIL SHEET 42)
z� W
VEGETATED SILL
a
(SEE DETAIL SHEET 42)
WETLAND DEPRESSION
W
PROPOSED FILL AREA
tL N lyj
Z Q 2
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILLWAY
KEE
(SEE SHEET 45)
LARGE WOODY DEBRIS
(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)
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
(PROFILE)
UW
LOG STRUCTURE
If
(PROFILE)
Ux
BEDDED
LOG STRUCTURE
0
(PROFILE)
WD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdicksorl.com
NC. LICENSE NO. 74
r
FULL SCALE: 1" =30 H,1 "=3 V
0 3o 60
FULL SCALE
1" = HALF SCALE cc
cc
ZO
PROJ. DATE: OCT 2017-1
O.C.: FM
O.C. DATE: AUG 201 3
DRAWING NUMBER:
6
PROJ. NO.:
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60
58
56
54
52
50
48
46
44
42
0 +00
DANNY G. HATCHER
JAMES A. HATCHER
CARLTON R. HATCHER
FORK ST C. HATCHER / 15" CMP
JENNIFER J. KOPANSKI // S.W. INV= 51.83'
DB 1530, PG 728 / N.E. INV= 59.28" �LCE-
MB 4, PG 23
/ LCE m � LCE
LCE REMOVE 16 LF OF
EGIS EXISTING PIPE
PROP. 30 LF OF
\ TWIN 36' HPDE.
SEE DETAIL SHEET 43. - -- (y
REACH 3A 3 +00
_ U
REACH 1 _ - - - - - Uj
SEE SHEET 6 END REACH 1 AND 1+ 0 _� --
REACH 2. BEGIN _ 0 R- --� - - -
REACH 3A. _ � � � _ __ - �.� _ ___�,r- - -
re -_� --- -_ - - a - 75 "' CMP
REMOVE 20 LF S.W. WV.= 49.53"
OF EXISTING PIPE m �- 1 _ _� x ME, INV.-50.53' T
CMP (_- -x - - CM _ W
S. IV, INV= 50.20' .E. VV= 48.05' \ -- - x - - -- `-
N.E. INV. '^
REMOVE 31 LF OF REMOVE 451 LF OF V J
-
-R
EXISTING DITCH TO OUTFACh
EXISTING PIPE INTO PROPOSED ALIGNMENT. - EXISTING FENCE
\ - SEE DITCH TIE -IN SECTION, WITHIN! EASEMENT 7
18 ++ 3 0 +00 .� REMOVE 30 LF \ \ THIS SHEET. L
T� \� rn OF EXISTING PIPE/
/ 331 / d \ X - _ _ 3�l
30P� X
V// / 30� TIE IN TO
2
/ ' I REACH 2 N\ \ \\ EXISTING \ U
SEE SHEET 10 301- �� `�\ FENCE \ \
_
OF
Q
g / \ INSTALL 392
DANNY G. HATCHER ��\ � WOVEN WIRE FENCE.
CE.
T Ia / JAMES A. HATCHER \ \� SEE DETAIL SHEET 45.
I l / CARLTON R. HATCHER
FOR EST C. HATCHER
JENNIFER J KOPANSKI
\ e DS 1530, PG 728
\
MB 4. PG 23
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58
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- - --
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2 +92
51.50
- - --
- - --
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3 +93
50.65
- - --
- - --
- - --
BEDDED LOG STRUCTURE
4 +38
E
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
LF OF
TWN 36"
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
CHANNEL PLUG W/
OVERFLOW SPILLWAY
(SEE SHEET 45)
LARGE WOODY DEBRIS
g
(SEE DETAIL SHEET 44)
LEAF PACK
(SEE DETAIL SHEET 43)
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.(SEE DETAIL SHEET 43)
HOPE
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
(SEE DETAIL SHEET 44)
LOG GRADE
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LOG STRUCTURE
-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 51FAV. 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 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 -
- - -50 - - --
EXISTING CONTOUR MINOR -
- - -46 - - - -
PROPOSED CONTOUR MAJOR
50
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42
PROPOSED SPOT SHOT
• 49.32
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(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
(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)
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
CONTROL
IUA/
(PROFILE)
LOG STRUCTURE
/1
'I
(PROFILE)
uX
BEDDED
LOG STRUCTURE
Q
(PROFILE)
DD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(V) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
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JAMES A. HATCHER
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CARL TON HATCHER
FOR EST C. HATCHER
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JENNIFER J. KOPANSKI
DB 1530. PG 728 I
MB 4, PG 23
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46
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6 +00
7 +00
PROPOSED
8 +00 10 +00 10 +25
42
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6 +00
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STA
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- - --
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6 +78
51.50
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- - --
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- - --
L
LOG STRUCTURE
8 +08
49.45
- - --
- - --
- --
*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 TV. 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 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 - - - -50 - - --
EXISTING CONTOUR MINOR - - - -46 - - - -
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR c4z)
PROPOSED SPOT SHOT • 49.32
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PROPOSED TOP OF BANK
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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 SPILLWAY
(SEE SHEET 45)
LARGE WOODY DEBRIS am
(SEE DETAIL SHEET 44)
LEAF PACK 3
(SEE DETAIL SHEET 43) T
SMALL WOODY DEBRIS O
(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
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DD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(f) 919.782.9672
www.wkdicksonxom
NC. LICENSE N0. -74
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720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(0919, 782,9672
www.wkdickson.com
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(0919, 782,9672
www.wkdickson.com
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
REPLY TO
ATTENTION OF: 21 March, 2014
Regulatory Division
Re: NCIRT Review and USACE Approval of the Muddy Run II Plan ADDENDUM; SAW 2012 - 01387;
EEP IMS #95354
Mr. Tim Baumgartner
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Dear Mr. Baumgartner:
The purpose of this letter is to provide the North Carolina Ecosystem Enhancement Program
(NCEEP) with all comments generated by the North Carolina Interagency Review Team ( NCIRT)
during the 30 -day comment period for the Muddy Run II Plan ADDENDUM, which closed on 22
February, 2014. These comments are attached for your review.
Based on our review of these comments, we have determined that no major concerns have been
identified with the Mitigation Plan ADDENDUM.
The Final Mitigation Plan and ADDENDUM is to be submitted with the Preconstruction Notification
(PCN) Application for Nationwide permit approval of the project along with a copy of this letter and a
summation of the addressed comments. If it is determined that the project does not require a
Department of the Army permit, you must still provide a copy of the Final Mitigation Plan, along with a
copy of this letter, to the appropriate USACE field office at least 30 days in advance of beginning
construction of the project. Please note that this approval does not preclude the inclusion of permit
conditions in the permit authorization for the project, particularly if issues mentioned above are not
satisfactorily addressed. Additionally, this letter provides initial approval for the Mitigation Plan, but
this does not guarantee that the project will generate the requested amount of mitigation credit. As you
are aware, unforeseen issues may arise during construction or monitoring of the project that may require
maintenance or reconstruction that may lead to reduced credit.

Thank you for your attention to this matter, and if you have any questions regarding this letter,
the mitigation plan review process, or the requirements of the Mitigation Rule, please call me at 919-
846 -2564.
Sincerely,
Digitally signed by
CRUMBLEY.TYLER.AUTRY.
1007509975
Date: 2014.03.21 09:52:08
- 04'00'
Tyler Crumbley
Regulatory Specialist
Enclosures
Electronic Copies Furnished:
NCIRT Distribution List
CESAW -RG /Wicker
CESAW- RG- L /Beter
NCEEP /Kristin Miguez

REPLY TO
ATTENTION OF
CESAW -RG /Crumbley
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
MEMORANDUM FOR RECORD
3 March, 2014
SUBJECT: Muddy Run II Plan ADDENDUM- NCIRT Comments During 30 -day Mitigation Plan
Review
PURPOSE: The comments listed below were posted to the NCEEP Mitigation Plan Review Portal
during the 30 -day comment period in accordance with Section 332.8(g) of the 2008 Mitigation
Rule.
NCEEP Project Name: Muddy Run II Plan ADDENDUM, Duplin County, NC
USACE AID #: SAW- 2012 -01387
NCEEP #: 95354
30 -Day Comment Deadline: 22 February, 2014
1. Eric Kulz, NCDWR, 19 February, 2014:
• We have reviewed the addendum and have no issues with the proposed revisions to
the original plan.
/s/
Tyler Crumbley
Regulatory Specialist,
Regulatory Division
Digitally signed by
CRUMBLEY.TYLER.A
UTRY.1007509975
Date: 2014.03.21
09:52:31 - 04'00'