20231195 Ver 1_USACE Permit_20231127

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01670 County: Brunswick U.S.G.S. Quad: NC -Bolivia
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
DR Horton, INC
Will Riddick
Address:
6752 Parker Farm Road
Wilmington, NC 28405
Telephone Number:
843-737-2904
E-mail:
WHriddickAdrhorton.com
Size (acres) 135.88 Nearest Town Boilin¢ Spring Lakes
Nearest Waterway Lockwoods Folly River River Basin Lumber
USGS HUC 03040208 Coordinates Latitude: 34.037097
Longitude:-78.208401
Location description: Off Old Ocean Highway 17 ( Business 17). Brunswick County parcel ID 1530001001
Description of projects area and activity: This verification authorizes the fill of 0.0209 acres of wetlands and 0.107 acres of open
water impacts to iurisdictional ditches for the construction of a residential subdivision. Planned impacts are associated with
road access, utilities, lot development and grading.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 18 for impacts to 0.0209 acres of wetlands and Nationwide Permit 29 for impacts to
0.107 acres of open waters.
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
General and Special Conditions, your application signed and dated 8/25/2023, and the enclosed plans 9/26/2023. Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact David Moose at [phone]or David.e.moose(&usace.army.mil.

Digitally signed by David
Moose
David Moose Date: 2023.11.27 12:16:26
Corps Regulatory Official:
Expiration Date of Verification: 3/15/2026
-05'00'
Date: 11/27/2023

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.ariny.mil/cm_apex/D`p=136:4:0
Copy furnished via email:
Timmons Groun, Emory Ouilliam, emory.guillian(atimmons.com
NCDWR, Holley Snider, holley.sniderAdeg.nc.zov

SAW-2022-01670
SPECIAL CONDITIONS
a. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14,
2022, the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered
under the Endangered Species Act (ESA). The permittee understands and agrees that all work
associated with the clearing and removal of trees and removal, or modification of culverts must be
completed prior to the effective date of the final listing in the Federal Register. Work associated with the
aforementioned activities not completed by that time must cease and the permittee must contact the
Corps' David Moose, [e-mail] to determine if additional coordination with the
United States Fish and Wildlife Service is required under Section 7 of the Endangered Species Act prior
to continuing work.

Action ID Number: SAW-2022-01670 County: Brunswick
Permittee: DR Horton, INC, Will Riddick
Project Name: Old Ocean Hwy / Bolivia / Brunswick
Date Verification Issued: 11/27/2023
Project Manager: David Moose
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David Moose
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

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
SITE old ocean -{Wy
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hjLL' 14 111
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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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TOTAL LINEAR FEET OF RPW: 1,199 LF ° ° °o °
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SCALE 1 "=200'
0 200' 400'
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LEGEND
FLOOD ZONE
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
any open cut activities.
• Contractor shall install a temporary
coffer dam on the upstream side of the
r 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 0 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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IMPACT`I 0 o ° `' lE 4.77' �' �' �' �' �' Q o w
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HALL TRACT J U > 3a
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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
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— — 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
I
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
I
��
°
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
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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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E
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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a
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
-�
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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0
ROADWAY,LOT, & SITE GRADING - �1g�1g� /
o
(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'
\ 16
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•
17 00
UD /
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Contractor will follow the following construction sequence:
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• Contractor shall notify the Brunswick County Planning Department 48-hours in
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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
`#' /
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Nodding sedge
Boneset
Wool Grass
Jewelweed
Silky Dogwood
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~
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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
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0
FLOWS-
-d
INTAKE ^CLEAN
ccccccggqqqq `� *NOTE:
*NOT
/
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i ..:,mroI EAR:e�
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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
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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PAD / / ,23-
�25.88' \ I M
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5 / / co
SWL
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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
��2 \ PAD /23 2 , \ 1 `\ \ \ \ GRADING & DRAINAGE LEGEND w z � � o Lu o 0
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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22.04' / �iN EASEMENT / / \ 1 I I > w o 0 0 0
- _ - PAD / / I R = Q N N - -_ �
\�9.89' \ PAD 18' ARAINAGE // 1� �. ,_.�SWL �� SWL 135 -24.79' / / / I I P 1 c� o � ° N re)
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\ N 21.05' - �. LEGEND
21.75' EAS MENT 19 1S / , j S 62\ / ��/ 20.33' / / / I I I - _ _ 1 Q i 00 00 00
A
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'
\ \ 2.90'
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
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rn � 44 x9 x26 \ '� I \ / , \ o I \ \ \
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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
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38 PAD o„ / I \ / / / ^ \ o o ` o ` ° o
C-D� PAD . / / / WETLAND ELEVATION TO ALLOW FOR POSITIVE / / / \ \ 0 0 \ o \ o °
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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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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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