20231195 Ver 1_More Info Received_20231026

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5410 Trinity Road P 919.866.4951
5663
T I M M O N S GROUP Suite h, F ww.tim ons.c
Raleigh, NC 27607 www.timmons.com
October 19, 2023
David Moose
U.S. Army Corps of Engineers — Wilmington District
Wilmington Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Holley Snider
NCDEQ — Division of Water Resources
Wilmington Regional Office
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Re: Response to Requests for Additional Information
Hall Tract
USACE AID: SAW-2022-01670
DWR Project Number 20231195 Version 1
(Approx. 135.88 acres)
Brunswick County, North Carolina
Dear David Moose and Holley Snider,
On behalf of DR Horton, Inc., we are providing a response to the U.S. Army Corps of Engineers (USACE)
Request for Additional Information (RAI) email received on September 11, 2023 for Hall Tract, an
approximately 135.88-acre site located at approximately Old Ocean Highway in Bolivia, Brunswick County,
North Carolina (the Site). Additionally, a separate request was received from the U.S. Fish and Wildlife
Service (USFWS) on September 13, 2023 recommending a rough -leaved loosestrife survey
recommendation email received on September 13, 2023. As USFWS consultation is relevant to this permit
application, a brief summary of our response to the USFWS and a copy of our species survey is included
for your reference.
The impacts maps shown in Appendix A have been revised to include the Relatively Permanent Waters
(RPWs) that were shown in the Preliminary Jurisdictional Determination (PJD) SAW-2022-01670. Proposed
impacts to these features have been added as Impacts 4 and 5, totaling approximately 0.107 acres. All
other impact amounts remain the same as reported in the Pre -Construction Notification (PCN) application
dated August 25, 2023.
A memorandum detailing the rough -leaved loosestrife survey conducted on September 19, 2023 is included
in Appendix B.
The comments are outlined below in italics and are grouped by agency, with USACE comments in blue and
USFWS comments in green. Our response is below each comment.
USACE Comments
1. Two Non -wetland waters are shown on the delineation and appear to be impacted. There are no
impacts shown for these features.
ENGINEERING I DESIGN I TECHNOLOGY

The two non -wetland waters features were determined to be RPWs and have been added to the
impact maps as Impacts 4 and 5. Please see attached Appendix A - Updated Impact Maps.
2. What is the reason for requesting an 18 and 29 when it appears that just 18 would work bases on
current plans. Please clarify.
We originally pursued an 18 and 29 due to Impacts 1 and 2 being associated with stormwater
discharge. We will continue to pursue 18 and 29 because we are above a cumulative 0.10 acre of
impacts with the addition of Impacts 4 and 5.
3. Wetland Impact 2A and 2B will need some more justification why these cannot be avoided. Can
the building be built without impact to these areas? If it is just to have a square lot and yard are
then this would not be minimization or avoidance.
This area between Impacts 2A and 2B is being proposed as open space to minimize the wetland
impacts that would have otherwise resulted if this area was designed as a residential lot. Lot 118
was also shifted further south to expand the open space area to be larger than the residential lots
and lots 118 and 119 will be graded to the minimum pad width to minimize impacts. Typically, the
3:1 side slope begins after the lot's side property line, but we are proposing to begin the side slope
within the lot to minimize grading impacts. This is the minimum we can go to ensure long term
stability of the houses on these lots, and lot count has been reduced as much as practicable for the
project to remain feasible.
4. Wetland Impact 3 needs justification. Why can the swell coming from the road not cross the wetland
and stop before getting into the wetland.
Wetland Impact 3 is required to construct an outfall swale that will allow for positive drainage from
the proposed roadway culvert into the wetland. There is a depression between the culvert and the
wetland that would pool and hold water if the culvert were to directly drain towards the wetland
because the wetland is at a higher elevation than the culvert and existing depression. The outfall
swale will allow for water to move from the existing RPW on the opposite side of the road to the
wetland without causing drainage issues. If the water cannot drain properly to the wetland, the
residential lots could be affected. The location where the outfall swale is proposed to drain to the
wetland is in a lower elevation that will allow for positive drainage. The culvert cannot be raised in
order to achieve minimum cover over the pipe before the roadway pavement. The swale has been
bend around to the west to try and limit wetland impact to the shortest crossing.
USFWS Comments
Regarding the determination for Rough -leaved loosestrife, do you have any information regarding
how often the utility right-of-way is maintained? Based on the photo and maintenance of typical
easements through nondeveloped areas, to me it appears it i maintained as early succession vs
'yard like. "Also it appears that there are several wetland/stream areas that the right-of-way crosses
on the property. If this is so, are there areas that are moist or seasonally saturated soils? If the
area is maintained as early succession, and there are moist or seasonally saturated soils, I would
recommend surveys be conducted for Rough -leaved loosestrife during the appropriate survey
window by someone familiar with the plant.
Timmons Group conducted a plant survey for rough -leaved loosestrife on September 19, 2023.
Based upon the absence of individuals of rough -leaved loosestrife observed during the onsite

survey and the lack of documented occurrences within 1-mile of the project, it is the opinion of
Timmons Group that the proposed project will have no effect on rough -leaved loosestrife. Please
see attached Appendix B - Rough -Leaved Loosestrife Survey Memo for more details. The Rough -
Leaved Loosestrife Survey Memo was sent to the USFWS on October 19, 2023.
It should be noted that the existing electrical lines within the utility corridor will be relocated. The
relocation was previously planned and is being handled by Brunswick Electric as part of a larger
project. Therefore, the projects are single and complete projects with independent utility, and this
project addresses all jurisdictional impacts relating to the residential development.
Please review the updated Impact Maps and Survey Memo and contact Emory Quillian at 919.348.8841 or
emory.guillian(cDtimmons.com if additional information is required.
Sincerely,
Timmons Group
Emory Quillian, WPIT
Environmental Technician
Kate Hefner, WPIT
Environmental Scientist II
CC Holley Snider, DWR
Enclosures
ATTACHMENTS
Appendix A Updated Impact Maps
Detailed Grading and Drainage Plan
Appendix B Rough -Leaved Loosestrife Survey Memo

Appendix A

HALL TRACT NOTES:
1. BOUNDARY INFORMATION TAKEN FROM
ALTA/ACSM SURVEY BY GARY KEYES, P.L.S.
DATED MAY 1, 2023.
2. TOPOGRAPHIC INFORMATION TAKEN FROM
SURVEY BY CAPE FEAR ENGINEERING MARCH
15, 2022.
3. A DELINEATION OF THE PROJECT AREA WAS
COMPLETED BY SOUTHERN ENVIRONMENTAL
GROUP (SEGI) ON JULY 12, 2022. THE
DELINEATION WAS APPROVED BY THE U.S.
ARMY CORPS OF ENGINEERS (USACE) AND A
PRELIMINARY JURISDICTIONAL DETERMINATION
(PJD) WAS ISSUED BY GARY H BEECHER ON
OCTOBER 11, 2022. SAW-2022-01670.
3. THE SUBJECT PROPERTY IS LOCATED IN ZONE
X AND AE IN ACCORDANCE WITH FIRM MAP
NUMBERS 3720213000K & 3720214000K WITH AN
EFFECTIVE DATE OF AUGUST 28, 2018.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH BRUNSWICK COUNTY AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
5. OHWM MEASUREMENTS WERE TAKEN BY
TIMMONS GROUP PERSONNEL ON SEPTEMBER
19, 2023 FOR RPW IMPACTS 4 AND 5.
I Know what's below.
1 - Call before you dig.
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HALL TRACT
ENVIRONMENTAL IMPACTS
BRUNSWICK COUNTY, NORTH CAROLINA
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VICINITY MAP
1 if = 2, 000'
SITE DATA TABLE:
TOTAL AREA: 135.88 ACRES
TOTAL WETLANDS: 74.63 ACRES
TOTAL LINEAR FEET OF RPW: 1,199 LF
Sheet List Table
Sheet Number
Sheet Title
CWI-1.0
COVER SHEET
CWI-1.1
EXISTING CONDITIONS
CWI-1.2
OVERALL ENVIRONMENTAL IMPACT
CWI-1.3
WETLAND IMPACTS 1 - 3
CWI-1.4
RELATIVELY PERMANENT WATERS IMPACT 4
CWI-1.5
RELATIVELY PERMANENT WATERS IMPACT 5
CWI-1.6
NOTES AND DETAILS
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PROPERTY LINE
RELATIVELY PERMANENT WATERS
WETLANDS
WETLAND & RPW IMPACT LEGEND:
PERMANENT WETLANDS - LIGHT GREEN
RM PERMANENT RPW IMPACT - RED
Contractor will follow the following
construction sequence:
Contractor shall notify the Brunswick
County Planning Department 48-hours
in advance of start of work during a
period of time with no rain in the
forecast.
• Prior to start of work, contractor shall
have all materials and equipment
on -site. For utility crossings with
casings, the carrier pipe shall be
installed within the casing pipe prior to
n any open cut activities.
• Contractor shall install a temporary
coffer dam on the upstream side of the
proposed crossing and pump water
around the open cut area to the
s_ downstream side.
Contractor shall place the culvert or
rutility casing with carrier pipe at
elevations shown on the approved
plans and backfill in accordance with
Brunswick County specifications.
h . Contractor shall restore channel and
y stabilize any disturbance within
N 24-hours of start of work.
• Contractor shall restore wetland areas
with temporary impact or permanent
conversion to impact to
pre -construction contours, and plant an
Lappropriate wetland or riparian seed
mix.
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SITE DATA TABLE:
TOTAL AREA: 135.88 ACRES
TOTAL WETLANDS: 74.63 ACRES
n TOTAL LINEAR FEET OF RPW: 1,199 LF
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WETLAND ° 0v���aP 0.9 0 0° o 0 0 /,o8 ax iE4.88' 8"PVC U z
I M PACT 1 0 o ° ' lE 4. 77' �' �' �' �' �'(3 tea/ o w
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WETLAND IMPACTS = N w 2 z
MAP
SHEET
IMPACT NUMBER
IMPACT SPECIFICATION
WETLAND IMPACT
PERMANENT
(SF) (AC)
RELATIVLEY PERMANENT WATERS IMPACT
(LF) (SF) (AC)
CWI-1.3
1
PROPOSED SITE GRADING
229.61 0.0053
- - -
CWI-1.3
2A
PROPOSED LOT & SITEGRADING
576.49 0.0132
- - -
CWI-1.3
213
PROPOSED SITE GRADING
68.33 0.0016
- - -
CWI-1.3
3
PROPOSED SITE GRAD] NG
37.88 0.0009
- - -
CWI-1.4
4
PROPOSED ROADWAY, LOT, & SITE GRADING
- -
538.11 2,079.12 0.0477
CWI-1.5
5
PROPOSED ROADWAY, LOT, & SITE GRADING
- -
423.74 2,583.57 0.0593
TOTAL
912.31 0.0209
r961.85 4,662.69 0.1070
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JOB NO
59364
SHEET NO. _
CWI-1.2

SCALE 1"=50'
WETLAND IMPACT 1
WETLAND I M PACT 2o
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0 50' 100'
16
119
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15 149—
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WETLAND IMPACT
.0 3
4� E-�
LEGEND
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PERMANENT FOR
PROPOSED SITE
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FLOOD ZONE
0 `1'
GRADING
m
— — PROPERTY LINE
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�(68.33 SF/0.0016 AC)
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WETLANDS
13_ 12
0 ®
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o 0 0
I
0 0 0 0 0 0 0 0
WETLAND & RPW IMPACT LEGEND:
0 0
\ ®
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WETLAND IMPACT 2A
PERMANENT FOR
o
10
® PERMANENT WETLANDS -LIGHT GREEN
WETLAND IMPACT 1
0 0
®
13
PROPOSED LOT AND
o
PERMANENT RPW IMPACT - RED
PERMANENTFOR
°
0 0
®
®
13 ; —
SITE GRADING
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Contractor will follow the following
PROPOSED SITE
o \ I /° 0
0
14
16
(576.49 SF/0.0132 AC)
a
10
a
construction sequence:
GRADING
(229.61 SF/0.0053 AC)
° `1 0
° °
°
°
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17
118
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N,
0 0
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0
DATE
912612023
I°
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DRAWN BY
331
,�, °
• Contractor shall notify the Brunswick 0 ICCJ o o ` o
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County Planning Department 48-hours
in during
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4 o
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��
°
DESIGNED BY
advance of start of work a
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331
period of time with no rain in the
forecast.
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•
cA50
• Prior to start of work, contractor shall
•
have all materials and equipment
•
on -site. For utility crossings with
casings, the carrier pipe shall be
installed within the casing pipe prior to
WETLAND IMPACT 3
0.
any open cut activities.
• Contractor shall install a temporary
dam
'3D
coffer on the upstream side of the
proposed crossing and pump water
/-
'-
; ti�
\
around the open cut area to the
�'��
18 / >
/`LX
O
downstream side.
• Contractor shall place the culvert or
0 ,�9'18 1
2
/,�'� WETLAND IMPACT 3
utility casing with carrier pipe at
�� ,���
C" /
PERMANENT FOR
PROPOSED SITE
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elevations shown on the approved
II ^
=
I -
plans and backfill in accordance with
GRADING
o
a
Brunswick County specifications.
6„
(37.88 SF/0.0009 AC)
• Contractor shall restore channel and
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stabilize any disturbance within
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24-hours of start of work.
129
•-�
= N
• Contractor shall restore wetland areas
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with temporary impact or permanent
conversion to impact to
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pre -construction contours, and plant an
I
appropriate wetland or riparian seed
mix.
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SITE DATA TABLE:
1.4
0
166
TOTAL AREA: 135.88 ACRES
TOTAL WETLANDS: 74.63 ACRES
JOB NO,
59364
TOTAL LINEAR FEET OF RPW: 1,199 LF
SHEET NO.
CWI-1.3

RELATIVELY PERMANENT WATERS IMPACT 4N
SCALE1"-6o'
0 60' 120'
�0
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o LL� E
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2
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LEGEND Z
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FLOOD ZONE
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— — PROPERTY LINE
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RELATIVELY PERMANENT WATERS
I II
I
14
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�L L WETLANDS
70
7.
o
RPW IMPACT LEGEND:
10
1.
PERMANENT RPW IMPACT - RED
II
18=19
i� III 6
w
11
Contractor will follow the following
RELATIVELY PERMANENT WATERS IMPACT 4-17�16
PERMANENT FOR PROPOSED
oIIIII
a
DATE
construction sequence:
_
ROADWAY,LOT, & SITE GRADING 181�
o
9/26/2023
• Contractor shall notify the Brunswick
(538.11 LF / 2,079.12 SF / 0.0477 AC) I
DRAWN BY
County Planning Department 48-hours
i I` ►h I
I 64
, �
•
331
DESIGNED BY
in advance of start of work during a
,
�, CO65 I
331
period of time with no rain in the
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66
�� ,f,
•
•CHECKED
BY
forecast.
67 I
I
•
•
J. WALL
SCALE
• Prior to start of work, contractor shall
_ — 19
•
have all materials and equipment
I� II ni
•
on -site. For utility crossings with
LO
18 d 1 19 _
•
casings, the carrier pipe shall be
73 IIJ
installed within the casing pipe prior to
_ ri
any open cut activities.
• Contractor shall install a temporary
�- I �I 62
`
coffer dam on the upstream side of the
3
proposed crossing and pump water
around the open cut area to the
74 �� _ 18�
r
downstream side.
a. co 6�
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• Contractor shall place the culvert or
-� :
150
14-14-15—co
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utility casing with carrier pipe at
elevations shown on the approved
--
15 co II
I II
a
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plans and backfill in accordance with
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Brunswick County specifications.
• Contractor shall restore channel and
stabilize any disturbance within
5
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24-hours of start of work.
• Contractor shall restore wetland areas
,D,
,DD _18
to
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with temporary impact or permanent
_16=-15
d 47
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conversion to impact to
I 76+ �14
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pre -construction contours, and plant an
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16�15
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appropriate wetland or riparian seed
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mix.
12=" 13_14_15
�
�17
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Ste` IF 14_15=16
SITE DATA TABLE:
_ =
l
O ACRES
35 88 AREA- RE TOTAL 1 A
- 14
I �5
TOTAL WETLANDS: 74.63 ACRES1413
�
.12.11� 7 16 15 D6
�� 1 �1^141`A0 _- - _ --
TOTAL LINEAR FEET OF RPW: 1,199 LF
18
�
�
59364
� �-
SHEET NO.
CWI-1.4

RELATIVELY PERMANENT WATERS IMPACT 5o
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PERMANENT WATERS IMPACT 5
PERMANENT FOR PROPOSED �2p�21
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ROADWAY,LOT, & SITE GRADING - �1g�1g� /
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(423.74 LF / 2,583.57 SF / 0.0593 AC) �� i/-
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0
DATE
13 QQ/
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9/26/2023
_
14 ��1 V� \
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DRAWN BY
331
•
DESIGNED BY
CHECKED BY
J. WALL
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11 A
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•
SCALE
1"=60'
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•
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Contractor will follow the following construction sequence:
o
• Contractor shall notify the Brunswick County Planning Department 48-hours in
J Z
o
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a
advance o start o work duringa period o time with no rain in the forecast.
LEGEND SITE DATA TABLE:
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• Prior to start o work, contractor shall have all materials and equipment on -site.
For utility crossings with casings, the carrier pipe shall be installed within the FLOOD ZONE TOTAL AREA: 135.88 ACRES
= z
a
casing pipe prior to any open cut activities. — — PROPERTY LINE TOTAL WETLANDS: 74.63 ACRES
m
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• Contractor shall install a temporary coffer dam on the upstream side of the RELATIVELY PERMANENT WATERS TOTAL LINEAR FEET OF RPW: 1,199 LF
>
proposed crossing and pump water around the open cut area to the downstream
0
Q
side. WETLANDS
w
• Contractor shall place the culvert or utility casing with carrier pipe at elevations
shown on the approved plans and backfill in accordance with Brunswick County WETLAND & RPW IMPACT LEGEND:
specifications. PERMANENT WETLANDS - LIGHT GREEN
• Contractor shall restore channel and stabilize any disturbance within 24-hours of PERMANENT RPW IMPACT - RED SCALE 1 "=60'
start of work. NOR
• Contractor shall restore wetland areas with temporary impact or permanent 0 60' 120'
conversion to impact to pre -construction contours, and plant an appropriate .
101 NO,
0
wetland or riparian seed mix. z
59364
SHEET NO.
CW1-1.5

Table 6.10a
Table 6.10a Temporary Seeding Specifications for Summer
p rY 9 p
Table 6.10a Temporary Seeding Specifications for Fall
L,
Temporary Seeding Specifications
Seeding Mixture Spedes Rate (lb/acre)
o 2 o E
for Winter and Early Spring
Seeding Mixture Spedes Rate (lb/acre)
Rye Grain 30
DID¢ o = 3
German Millet 15
w z € a
Seeding Mixture Spedes Rate (lb/acre)
In the Piedmont and Mountains, a small -stemmed sundangrass may
d 3 3
Rye Grain 30
In the Piedmont and Mountains, a small -stemmed sundangrass may
be substituted at a rate of 501b/acre.
Z LD
be substituted at a rate of 50lb/acre.
3 s
Seeding Dates
o g
3
o
Seeding Dates
Seeding Dates
C) o
Mountains 15-Aug to 15-Dec
= 5
Mountains >2500 ft. 15-Feb to 15-May
Mountains 15-May to 15-Aug
Coastal Plain and 15-Aug to 30-Dec
a
w
<2500 ft. 1-Feb to 1-May
Piedmont 1-Ma to 15-Au
Y 9
Piedmont
Z
Piedmont 1-Jan to 1-May
Coastal Plain 15-Apr to 15-Aug
Coastal Plain 1-Dec to 15-Apr
Soil Amendments
w
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Li
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
o
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
s
Mulch
Mulch
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
0
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
or straw covered with pinned netting.
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
netting or a mulch anchoring tool. Use 400 gallons of tack per acre or straw covered with pinned netting. Maintenance
w
or straw covered with pinned netting.
Repair and refertilize damaged areas immediately. Topdress with
<
Maintenance
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
50lb/acre of nitrogen in March. If it is necessary to extent
o
o
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or damage.
temporary cover beyond June 15, overseed with 50lb/acre Kobe
>
DATE
mulch immediately following erosion or damage.
(Piedmont and Coastal Plain)
0
9/26/2023
late February or early March
DRAWN BY
331
PERMANENT SEED MIX ERNST CONSERVATION SEEDS
NC COASTAL PLAIN FACW MIX OR APPROVED EQUAL BY
DESIGNED BY
DESIGNER APPLICATION RATE 20 LBS/AC. TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS.
331
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS.
••
CHECKED BY
J. WALL
• •
SCALE
TEMPORARY SEEDING SPECIFICATIONS
NONE
•
SCALE: NOT TO SCALE
•
•
Shrub (recommended)
Pawpaw
O
Alder
Blackberry
APPROVED SEDIMENT FILTERING DEVICE
Elderberry
Z
(SEDIMENT FILTER BAG). PROVIDE uorvc BOTTOM OF
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
DISCHARGE HOSES
Herb recommended
(recommended)
Livestakes (re —ended)
Black Willow
n
K
FILTER BAG TO STREAM.
DISCHARGE ONTO
STABLE RIPRAP
PAD TO PREVENT
P
INTAKE HOSE
DEWATERING PUMP
P
awKEnSµAaa Iuc� �\
I
p' \\gig
`�� I
`#' /
J I `�
Nodding sedge
Boneset
Wool Grass
Jewelweed
Silky Dogwood
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`J =
~
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SCOUR HOLE
/ STRFJ B_ K
��'
I =-CREEK
HOISCIEN CREEK ARE
Z
".0 CONSIDERED .—R
sTREATnC—INOS
PLANTING SCHEDULE
PSTURB
FOR MAJOR
`R
el STREAM BANK
l
RESTORATIONS
�
W
0
FLOWS-
-d
INTAKE ^CLEAN
ccccccggqqqq `� *NOTE:
*NOT
/
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FLOW-
SEDIMENT WATER
DIKE HOSE DIKE SUMP -HOLE FOR POOL
TO 18' DEEP, 2-FT DIAMETER)
° FOR PPELIEP TOING BEC''
y,
PEED TWp COiR III
\\�\
Y
_ _ _ (12'
RE-ESIABL6HED
IN THREE ROAR >Lrv>aTuas
T MAT \ \
\ /\\\
N
wrTOP OF STAREsouARE_.\
seuD scnass=L% KORWRAs1
mP.r /III
�
•'AeovETHEcaourvo.REMovEERIERPRLRE
FROM
LLIORK
AREA LENGTH NOT TO E%GEED THAT I
CANBECOMPLETED IN ONE DAYpEO1°il2To
EDEO—)
„PUMP
GDWHICH
PUMP AROUND SEQUENCE
PUMP N1TH SUCRON AND DISCHARGE HOSE.
STARES (s°C)
� CHER—ERTOPL2.
sTAxEs
9-F"14
INSTALL UP -STREAM SANDBAG DAM.
3. DOWN SANDBAG DAM.saU
a MIL
POLYETHYLENE
aTM
FILM
INSTALL -STREAM
4. THE PUMP MUSTRUN CONRNUOUSLY WHILE WORKING IN THE STREAM.
STREAMBANKS MUST BESTABILIZED AT THE END OF EACH DAY.
NnTEe.
I�o EiER
MPACT6.
�J/ Bp UL
BL+sAu AT
EDCDUPLINGS (TYP.)
I�Urv�1Q
OR 6" PIPING
PPE AND FIMNGS TO BE SIZED ACCORDINGLY.
2. PACE PALLETS AND POLYETHYLENE FILM IN STREAMBED
DOWNSTREAM OF CONSTRUCTION ACT-
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
)
3. TEMPORARILY ANCHOR PALLETS AND POLYETHYLENE FILM
WITH RIP RAP.
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS.
FROM
PUMP
4. SLOW DISCHARGE TO 2 FPS THROUGH EACH PIPE.
6. ADD POLYETHYLENE FILM OVER OR UNDER PALLETS.
6. s0• BENDS CAN BE TURNED OUTWARD WITH A URGER
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
LIVE STAKING (MULTIPLE ROW)
S FOR ADDITIONAL ENERGY
FOOTPRINT OF PALLETDISSIPATION.
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
SPACING DETAIL FOR MAJOR
REINFORCED SOIL LIFT DETAIL FOR
MAJOR STREAM BANK RESTORATIONS
). REMOVE COMmETELY PRIOR TO RETURNING FLOW TO
STREAM.
DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
STREAM BANK RESTORATIONS
NOT TO sCAUE
NOT To PDAIE
TEMPORARY STREAM BYPASS PUMP
-
TEMPORARY PUMP AROUND
DISCHARGE ENERGY DISSIPATOR
NO,
E 0
9
59364
SHEET NO.
CWI-1.6

` / I
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1
\ \ \ HALL ANDPEW J
\ (D. B. 04310, PG. 0758) \ `
\ \ \ \ (P. B. 0017, PG. 0028) \
(PIN 213002965963)
\ \ (Zoning CO-R-7500)
� \ � DITCH 74 (TO BE LINED WITH NAG C350)
\ PROPOSED SWALE SHALL _
` NOT BE ALTERED OR FILLED -
\ \\ AFTER CONSTRUCTION \
V \I \\ CONTRACTOR SHALL ENSURE /
POSITIVE DRAINAGE FROM EXISTING
z I I SWALE TO PROPOSED SWALE
/ 22 \\
/ / 3
ITCH 7.2 (T E
LINED WITH N C350) 8
I /0 21 DRAINAG�
/`\l -j- EASEMENT 1-3 -PAD
/ 7 -28--
- -27- '
/ 1
20'DRAINAGE / / __27-----/' -26---
EASEMENT
00
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25.50' 21.78' ' / / / / - / \ I w N E
\ / , / , SCALE 1 =40 = z o z
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I \ I �- W O O
24.D75' 18' DRAINA / / / / / / \\ \ 1 1 1 / 0 40' 80' o M (D O z z
2 i \ �� 3 EASEMEN \ 29.`13' 25 \ �1 _\ �\ \ \\ \\ \ / / / / / / a U. � z � Z z
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ITC 7.3\ 23.75' \ �S /' sN / 1 \ //-2 \\ �O�
4 \ / 22
\ .PAD �, c'w WARD JOI-IN D AND /
23.00' w 7 C 3 \ R1 25 I \ ► \ \ WARD BETTY
5 5 3' OF \ ITCH 7.5 / 2 2� f3WL I ` I \ (D.B. 03345, PG. 0293) - -
\ 1 RCP / / 22.62' / / (P. B. 0066, PG. 0068) (PIN 214001067610) 23 / / I /
\ *PAD SWL 22.50' @ 2% 19.75' I I (Zoning CO-R-7500) - \
PAD �, INV OU = 1 6 21 /- �/ 23 15' DRAINAGd ` _20 \ \ \
�21.75' �`' \ - - 0 �/ // 25 SWL N EASITMENT
7 \ \ , 25 SWL
21.42' PAD
SWL NCDOT END SECTION, TYP. �/ / 1` 21.1 25.03'
j 18.05' SEE DETAIL ON SHEET C8.0.
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SWL 20 i� 2 �p 2 IN.
r PAD 16.86'- sw�' / 10� `LO 2 5'X12� �` �P.�� �`EIP� SWL \
PAD - 1 12 22.00' \ / 46. 2'
22.5� 19 1� CLASS �n `� �_ _%I\N 2 20.15' I I \
VELOC - _/ / ■ \ \/ I\I I I`` \ y// /j / //rL�/ / /1$ 0 \ �118
-PAD 30DISSIOR /92 / SWL��' � \SwL �23220 22Z\`1 P3EE PAD
22-25' P9L•443'
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s 134
1 III \ I\I I
- -
- - �-
/
/
SWL DITCH 7.7
SWL
DA 7 C 1 0PAD 19.33' / SWL 19
• ,� 1g / / 2p 1g ^'� .' OF / 23.32' / 19.53'
5938I PAD
36" RCP / PAD I �24.07'
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DATE
Ck�
612012023
O
DRAWN BY
r
331
DESIGNED BY
•
•
331
•
CHECKED BY
N0.30 /o \ 23.71' I /
V IN = 15.78 �� 133 \ 0,\ / I I I P I� I 1 / / l • J. WALL
SWL 132 � , / I I / 1 / / / _ - -
g N INV OUT = 15.61 �j N \ 0`1' _ _ - I I - NOTE: CONTRACTOR SHALL PROVIDE
SWL ` 0 15 85 j 18'x9'x18" �, /0`5 I / / l / I I I I �' " POSITIVE DRAINAGE INTO AND OUT OF • SCALE
1 7 5 - 6'x5'x12" I17.14' I CLASS B \ \ / / I I , / / / I I ' ALL PROPOSED END SECTIONS. • 1 "=40'
2 ti 21 SWL CLASS A , VELOCITY-
17.10' VELOCITY 129 DISSIPATOR
/ \ l DISSIPATO
SWL �` \ \ i / / / / •
128 PAD 15.72'
p 1 �
�,L 21�2p 1 j a 1� 1g 2 2 _ _ - I 21.40'
2% 2 *PAD DITCH 7.8 (TO BE LINED WITH NAG C350) 2-22 _
171a CV rn \ I I, 21.21' 22
i
61.6 � R P Z 6'x5 12" I SWL
CLA SA ,-
INV IN 00 00
017. 5 N V OCITY '\ -s= .11 / //
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DI SIPATOR `L \ // / /
INV OUT 16.8 on S�GL / I \ \ 1 \ / \ / _ / / \� / I / / / LL
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19
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oF DITCH 6.1 @0.36% \y 0 0
SWL INV IN=16.13 co <\ L32 0 0o
18.52T /o J Q ° °PAD SWL -21 EASEMENT ' I 1 1 \ II I / I o
22.64'-// II I \\ UW
l ` I 0 /
20 L 126 PAD
16.9'0 I PROPOSED SWALE SHALL \0 I° f) Q_ (D
21.21' ^`5NOT BE ALTERED OR FILLED o(0
4,PAD AFTER CONSTRUCTION 6 o°l /w 0
zclq 35 0 \
21.21'N 00 00
U
° N* �N I SWL ' / / / / I �` J `\ \ \ _ _ - - - - - - - - - _ -0 0 2° // / ° o /A
\ I / \I/ \I/ II\I/ \ _____ - / /� \\ // / / / // Q Z) C)
2 �, - - \ 17.24' rn S4 �' / \Y \Y \\� / / \Y I \-_--- - ° ''` / ^� _ 0 / / 1/ zo N DITCH6.4 N� \ / / / / // fI ���� ___------ °\-� ----/ / /0 // / i--i U
0 _ _N DITCH 6.2 0 125 PAD I / / - - _ _ ° / 0 0 / , /� J z
>, I SWL SWL N I 21.80' I / I - - -
19.56' 17.58' N 1 / ; ' \ �/J/ \Y \ \ \\ - - - _ _ o\ - - l / / i 0 0 0 o d / / 1
36 PAD I 22 �- I / / / , / \ r \ /� 1 I- - _ _ - \ 0 Q z
1.68' ■ N I I / 1// / \ 0 0 v, \ / /
22 - I / \� \ / / / \ / \\ /o I I\\00 °
0 20 DRAINAGE \ N o 124 PAD SWL / / / / /' \ - \ 0 0 o a ° 0 0 I 0 I \00 0 I / /
/ EASEMENT 22.41' 14.40' / \ - - 0
� 1 15' DRAINAGE I _ �\ IDS. --- / � � / / \ \\ � � �\ 00 0 0 0 0 \\ 0 ° \ o � ' o o I \ >�° / / // / , / /
37 PAD N S EASEMENT �/ / / \ T / /\ / \ - - - \ \ ° o o 0 0 ° o `�' \ I \0 / 0 0 _ ' 1 /' / / /, 1 /� / W
■ 22.41' ---- _ / \/ ( ► \ o o \ ° 1 0 - / / / / / / �6
PAD / 1 / / / / I .� 1 \ 0 1 1 \ \ �o 0 0 0 0 0 0 0/
21.40' 20' DRAINAGE rn - �� I I \ \
M • EASEMENT �" 1 `� Y1' �1/ - `�� - - - _/4 / / 1 \ / 1 I �° / /
rn � 44 x9 x26 \ '� I \ / , \ o I \ \ \
/ _ W
j SWL rn I SWL CLASS 1 \ \ ` I \ ^ I 1 d o\ I /
v . 20.42' PAD / \ ' \ / 1 ° \ ° I I �\ \ \ _ / ' ' / /V_
SWL I 123 '22 63' VELOCITY RIPRAP DISSIPATOR PAD TO CONNECT TO / I / ' \ \ \ I \, \ \ ° \`\
18.55' DISSIPATOR \ /
m WETLAND EDGE (DO NOT OVERLAP INTO WETLAND). / / \ \, I o o
C - \ �' r' s / I �� TOP OF DISSIPATOR PAD TO MATCH DOWN -SLOPE / / \ / \ a 0
38 PAD o„ / I \ / / / ^ \ o o ` o ` ° o
C-D� PAD . / / / WETLAND ELEVATION TO ALLOW FOR POSITIVE / / / \ \ 0 0 \ o \ o °
0 21.14' 22.56' C14rn / / , DRAINAGE / / \ \ o 0 0 00\ \ ` a \ \ I\ I
SWL• I R1�1 // / // / 1200' �i^ r\\ // \\ \\0 ° 0/0\ \ \ °°\
of 19. LC14' - I 0 1 `�^ / // // / // \ / / \\ MATCHLINE C4.3 \\ / / ` G \ o // Q\ oo `-
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M / o I SIC / O D , MATCHLINE C4.4 \ ` , \ 0 0 0 0 0 \ / \0 0 0 / 1 1 -
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L N; / nl u N / / / I \ \ ° ° \ \ \ o 0 0 \ / /
i 39 PAD rn "9 / I / \ \ 0 0 0 0 0 0 1 / o 1 1 I / /
21.54' �7 \� / 1 , / o o\ 0 0 0 \ I \ / 10 / / / ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
i II / I \ \ / / / I SHEET NO.
5' 00 \ / o ° \ 0 *, / o / / I / BRUNSWICK COUNTY, NCDEQ AND NCDOT
/ 21 ^ / I I \ o o \ \ \ / \� / / I I / /
54 4 / ' i / I I IN ° 0 \ /\�. o o �0 0 \ \ / \� / 0/ / / / I I / // STANDARDS, SPECIFICATIONS, AND DETAILS C4.3
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Appendix B

•#000010
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
From: Emory Quillian, WPIT
Environmental Technician
Timmons Group
5410 Trinity Road, Suite 102
Raleigh, NC 27607
emorv. quillian(&timmons. com
919.348.8841
To: John Ellis
5410 Trinity Road
Suite 102
Raleigh, NC 27607
U.S. Fish and Wildlife Service
Eastern North Carolina Ecological Services Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
October 16, 2023
P 919.866.4951
F 919.859.5663
www.timmons.com
Re: Rough -Leaved Loosestrife Survey Results, Hall Tract, Bolivia, Brunswick County, North
Carolina.
Dear John Ellis,
On behalf of DR Horton, Inc., please find the enclosed rough -leaved loosestrife (Lysimachia
asperulaefolia) survey results for the Hall Tract site (also referred to as the Site). Per a request
from your office on September 13, 2023, Timmons Group personnel completed an plant survey
for rough -leaved loosestrife individuals on September 19, 2023 within an agreed upon area of
potentially suitable habitat consisting of early successional vegetation within the maintained
utility right-of-way (ROW) easement in areas of moist or seasonally saturated soils.. Due to the
absence of observed individuals and the lack of documented occurrences within 1-mile of the
Site, it is the opinion of Timmons Group that the proposed project will have no effect on rough -
leaved loosestrife.
Site Description
The Site is located within the Coastal Plain Physiographic Province and encompasses
approximately 135.88 acres in Bolivia, North Carolina within Brunswick County. The Site
consists primarily of forested area with approximately 12 acres of maintained open area
associated with agricultural uses. There are two palustrine forested wetlands totaling
approximately 79 acres, two relatively permanent waters totaling approximately 1,199 linear feet
within the Site. There is a maintained utility ROW easement totaling approximately 3.5 acres in
the northern portion of the Site. Lockwoods Folly River borders and then transects the southern
perimeter of the Site within the wetland area. In addition, approximately 20 acres of the forested
area appears to be a planted pine forest with an approximate age of 20 years. The Site is bound
by forested and residential area to the north and west, and by forested areas to the south and east.

The Site is located within the Scotts Branch-Lockwoods Folly River subwatershed (Hydrologic
Unit Code [HUC] 030402080104) in the Lumber River Basin. The Site drains to the south via
surface flow and unnamed tributaries to Lockwoods Folly River, which has a NC Division of
Water Resources (DWR) Stream Index Number of 15-25-1-(1) and a Stream Classification of
C; Sw.
Based on a review of the Site and a discussion with the U.S. Fish and Wildlife Service
(USFWS), it was determined that one potential area of suitable habitat totaling approximately 3.5
acres is located within the Site: an early successional maintained utility ROW easement that
contains portions of moist or seasonally saturated soils. The remainder of the Site consists of
heavily forested, recently cleared, maintained agricultural, and shaded areas, which do not
constitute potentially suitable habitat for rough -leaved loosestrife.
Assessment Methods
Timmons Group conducted a plant survey for rough -leaved loosestrife on September 19, 2023
during the species USFWS optimal survey window which occurs from mid -May through
September. Prior to the survey, Timmons Group visited a known population of rough -leaved
loosestrife in Winnabow, NC. The presence of individuals was confirmed by Dale Suiter on
September 18, 2023 and Timmons Group on September 19, 2023. Identifying characteristics of
the species, suitable habitat conditions, and plant communities were noted during the site visit of
the reference population.
The plant survey consisted of walking the entirety of the wetlands and streams located within the
utility ROW easement and walking the rest of the approximately 3.5-acre easement in transects
spaced approximately 20-ft apart. The survey area was focused on the area of potentially suitable
habitat on -Site confirmed with the USFWS.
Survey Findings
Rough -leaved loosestrife generally occurs in the ecotones or edges between longleaf pine
uplands and pond pine pocosins in dense shrub and vine growth on moist to seasonally saturated
sands and on shallow organic soils overlaying sand. Occurrences are found in such disturbed
habitats as roadside depressions, maintained power and utility line rights -of -way, firebreaks, and
trails. The species prefers full sunlight, is shade intolerant, and requires areas of disturbance
(e.g., clearing, mowing, periodic burning) where the overstory is minimal. It can, however,
persist vegetatively for many years in overgrown, fire -suppressed areas. Blaney, Gilead,
Johnston, Kalmia, Leon, Mandarin, Murville, Torhunta, and Vaucluse are some of the soil series
where the plant occurs.
The results of the on -Site survey found no individuals of rough -leaved loosestrife. The utility
ROW easement on -Site was observed to primarily consist of tall goldenrod (Solidago altissima),
sawtooth blackberry (Rubus argutus), dog fennel (Eupatorium capillifolium), sapling sweetgum
(Liquidambar styraciflua), and common wormwood (Artemisia vulgaris). The wetlands, streams,
and relatively permanent water areas within the power utility easement on -Site were observed to
primarily consist of tall goldenrod, sapling sweetgum, deertongue (Dichanthelium clandestinum),
netted chain fern (Woodwardia areolata), three-way sedge (Dulichium arundinaceum), eastern
woodland sedge (Carex blanda), leathery rush (Juncus coriaceus), and broadleaf cattail (Typha
latifolia).

Conclusion
Based upon the absence of individuals of rough -leaved loosestrife observed during the on -Site
survey and the lack of documented occurrences within 1-mile of the Site, it is the opinion of
Timmons Group that the proposed project will have no effect on rough -leaved loosestrife.
We request an "agreement of findings" from the USFWS for the Hall Tract Site. For additional
information, please contact Emory Quillian at the email address listed above.
Sincerely,
Timmons Group
Emory Quillian, WPIT
Environmental Technician
Kate Hefner, WPIT, ISA-CA
Environmental Scientist II
Enclosures:
1) ENTIRE PROJECT REVIEW PACKAGE
ATTATCHMENTS
APPENDIX A — Study Area Map
APPENDIX B — Photo log

APPENDIX A

30
1<r35\ -/ / / USE
"=400'
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i /e° ' TOTAL AREA: 135.88 ACRES o / /I II
— \
- r / / I I I, , ►I
59364
O °TOTAL WETLANDS: 74.63 ACRES °I ° — G _ `
° o 0 c\ I o/ =�.� \ / _�) -•�� �// �/ / i ' / II\\� �cT`, (\\
TOTAL LINEAR FEET OF RPW: 1,199 LF \ o I 0 � I � 6-
SHEET NO.
1r
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I

APPENDIX B

Hall Tract
West facing view of upland areas within maintained
utility right-of-way (ROW) easement.
East facing view of highly maintained upland
section of utility ROW easement.
South facing view of the relatively permanent water
feature that transects the utility ROW easement.
Representative photo of moist/seasonally saturated
soils within maintained utility ROW easement.
North facing view of the southern portion of a
relatively permanent water feature along the
northern boundary of the Site, that transects the
utility ROW easement.
East facing view of forest edge and maintained
utility ROW easement.