20161268 Ver 3_R-3300B_Modification_Application_20200407

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
April 7, 2020
Brad Shaver
NCDOT Coordinator
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
ATTN: Brad Shaver, NCDOT Coordinator
Dear Sir:
J. ERIC BOYETTE
SECRETARY
Subject: Request for Modification to Individual Section 404 and Section 401 Water
Quality Certification for the proposed Hampstead Bypass in Pender County.
State Project No. 40237.1.2, TIP No. R-3300B. Debit $570.00 from WBS No.
40237.1.1
References: Section 404 Individual Permit signed August 10, 2017 (SAW-2007-1386) for U-
4751 & R-3300
Section 401 Water Quality Certification issued June 5, 2017 (20161268) for U-
4751 & R-3300
The purpose of this letter is to submit the final design and revised impact calculations for
modification of the Clean Water Act (CWA) Section 404 Individual Permit (IP) and Section 401
Water Quality Certification for R-3300B. Included in this application package are the following:
revised permit drawings, revised roadway plans and utility drawings. A revised NC Division of
Mitigation Services Acceptance Letter will be forthcoming.
Permit History
In addition to R-330013, there are two other sections associated with this project. A phased permit
was issued in August 2017 where U-4751 Military Cutoff Extension was permitted with final
design and Hampstead Bypass Section A & B were permitted with only preliminary design. This
modification request only updates the final impacts to the R-3300B section of this project. R-3300A
will be permitted at a later date.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

R-3300B Hampstead Bypass
Page 2 of 7
The revised design does not compromise NCDOT's compliance with the existing permit conditions.
The revision has been evaluated for compliance with the avoidance/minimization criteria and
complies with all previous issues, including the following:
• Aquatic life passage
• Protected species
• FEMA compliance
• Cultural Resources
• Indirect and Cumulative Effects
Table 1. Project Schedule for R-3300A & B
Section
Letting Type
Let Date
-3300B
Traditional
September 2020
-3300A
Traditional
2022
Impacts to Jurisdictional Resources
For the purposes of comparison, the detailed impacts outlined in the 2017 CP4A meeting are used
here as estimated impacts since they were developed at approximately the same time as the original
permit. Final wetland impact amounts decreased in the B section from the 4A and 4C projected
impact numbers. The decrease in wetland impacts are associated with avoidance and minimization
measures as well as modifications to the interchange north of Topsail Primary, Middle, and High
Schools that resulted in fewer wetland impacts. The final stream impacts increased compared to
what was projected at 4C. One of the reasons for the changes in the stream impacts was from an
updated wetland and stream delineation for portions of the project, notably a jurisdictional stream
was added within Wetland IWC (Site 3). Final design for section B has been updated. Utility
impacts have also been added. Impacts to jurisdictional wetlands and surface waters for R-330013
are summarized below in Tables 2 - 4.
Table 2. R-3300B Wetland Impacts
Permit
Drawing Site
Number
2012
Map Label in
FEIS (2014)
Type
Permanent
impacts
(ac.)
Temporary
Impacts (ac.)
Mitigation
Required a
HUCe
1
IWD
Non -Riparian
Ri arian
8.568
0.007
0
0
Yes
Yes
CPF-07
CPF-07
2
IWE
Non -Riparian
0.163
0
Yes
CPF-07
3
LWB
Riparian
4.707
0.410
Yes
CPF-07
4
MWM(2)
Non -Riparian
Riparian
1.839
0.109
0
0
Yes
Yes
CPF-07
CPF-07
5
LWD1
Riparian
0.065
0
Yes
CPF-07
7
LWD
Riparian
5.756
0.13
Yes
CPF-07
8
LWF
Non -Riparian
0.083
0
Yes
CPF-07
9
LWE
Non -Riparian
0.128
0
Yes
CPF-07
11
LWG
Non -Riparian
0.001
0
Yes
CPF-07
13
LWI
Riparian
2.344
0
Yes
CPF-07
15
LWJ
Non -Riparian
6.464
0
Yes
CPF-07
16
LWL
Riparian
0.075
0.106
Yes
CPF-07
17
LWK
Riparian
0.251
0
Yes
CPF-07
18
NWO
Non -Riparian
0.849
0
Yes
CPF-07
19d
NWP, PD-29, -
Non -Riparian
27.823
0
Yes
CPF-07

R-3300B Hampstead Bypass
Page 3 of 7
Permit
Drawing Site
Number
2012
Map Label in
FEIS (2014)
Type
Permanent
Impacts
(ac.)
Temporary
Impacts (ac.)
Mitigation
Required a
HUCe
15, -16, -31, -11,_ Non -Riparian 9.079 0 Yes
-32, -33, -35 =
Riparian 2.756 0 Yes
WOK-02
WOK-02
21 NWQ Riparian 0.448 0 Yes
WOK-02
22 IWC Riparian 0.22 1 0 Yes
WOK-02
24 IWA Riparian 0 0.025 Yes
WOK-02
25 LWI Riparian 0 0.001 Yes
WOK-02
26 NWL Riparian 0.005 0 Yes
WOK-02
28 NWM Non -Riparian 0.392 0 Yes
WOK-02
29 NWE Non -Riparian 0.019 0 Yes
WOK-02
30 NWB Non -Riparian 0.006 0 Yes
WOK-02
32 NWN Non -Riparian 0.014 0 Yes
WOK-02
Total:
72.171 b
0.672
a For permanent impacts
b A decrease of 0.879 from 4C.
° Rounded totals are sum of actual impacts.
d Site 19 and 20 were merged into Site 19.
CPF-07 = Cape Fear 8-digit HUC 03030007; WOK -02 = White Oak 8-digit HUC 03020302.
Table 3. R-3300B Surface Water Impacts
Permit
Drawing
Site
Number
R'aterbody
Permanent
(ft)
Temporary
(ft)
Permanent
(ac.)
Temporary
(ac.)
Mitigation
Required a
HUCe
3
stream
1,411
302
0.718
0.046
Yes
CPF-07
5
stream
364
0
0.085
0
Yes
CPF-07
6
stream
355
31
0.121
0.01
Yes
CPF-07
7
stream
2,060
62
0.731
0.015
Yes
CPF-07
10
pond
0
0
0.633
0
No
CPF-07
12
pond
0
0
0.416
0
No
CPF-07
13
stream
348
26
0.085
0.007
Yes
CPF-07
14
tributary
0
0
0.15
0.013
No
CPF-07
19,
stream
773
0
0.254
0
Yes
WOK-02
21
stream/pond
97
33
0.014
0.009
Yes
WOK-02
22
stream
163
0
0.007
0
Yes
WOK-02
23
pond
0
0
0.279
0
No
WOK-02
26
stream
87
0
0.028
0
Yes
WOK-02
27
pond
0
0
0.117
0.046
No
WOK-02
31
stream
122
35
0.033
0.008
Yes
WOK-02
Total: b
5,780 cd
489
3.671
0.154
a For permanent impacts
b An increase of 6461f. from 4C.
° Includes 1321f of bank stabilization at Site 3 and 341f of bank stabilization at Site 7.
d Includes 871f of channel realignment at Site 26 and 371f of channel realignment at Site 31.
CPF-07 = Cape Fear 8-digit HUC 03030007; WOK -02 = White Oak 8-digit HUC 03020302.
f Site 19 and 20 were merged into Site 19.

R-3300B Hampstead Bypass
Page 4 of 7
Permanent Impacts: Proposed permanent impacts for R-3300B include fill, excavation, and
mechanized clearing in wetlands. This includes impacts to 16.743 acres of riparian wetlands and
55.428 acres of non -riparian wetlands. Proposed permanent impacts to streams are 5,780 linear feet.
Temporary Impacts: There is 0.354 acre of temporary impacts to riparian wetlands for R-3300B.
Proposed temporary impacts to surface waters is 489 linear feet.
Utility Impacts: Within R-3300B there will be power, telecommunications, natural gas, sanitary
sewer and water relocations. Impacts from underground utilities have been minimized by using
bore pits and directional drilling. Beyond impacts already accounted for as part of the road
construction only temporary impacts are required for utility relocations (Hand Clearing 1.669 acres)
as shown in the utility permit drawing package. Furthermore, 1.510 acres of this hand clearing for
utilities results in permanent conversion of mature forested wetlands.
Hand Clearing: The hand clearing totals associated with the roadway construction is 0.318 acres.
None of the 0.318 acres of hand clearing for roadway construction will result in permanent
conversion of a mature forested wetland.
Table 4. Summary of Wetland and Stream Impacts for R-3300B
Permanent Wetland
Temporary Wetland
Section
ac.
ac.
Permanent
Temporary
Riparian
Non-
Riparian
Non-
Stream (If.)
Stream (If.)
riparian
riparian
B
16.743
55.428
0.354
1 0
5,780
489
Avoidance and Minimization
All jurisdictional features were delineated, field verified, and surveyed within the corridor for R-
3300B. Using these surveyed features, final designs were adjusted to avoid and/or minimize
impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to
jurisdictional areas in all its designs. Many of these strategies have been incorporated into BMP
documents that have been reviewed and approved by the resource agencies and which will be
followed throughout construction. All wetland areas not affected by the project will be protected
from unnecessary encroachment. Individual avoidance and minimization items are as follows:
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• To ensure that all borrow and waste activities occur on high ground, except as authorized by
permit, the NCDOT shall require its contractors to identify all areas to be used to borrow
material, or to dispose of dredged, fill or waste material. Documentation of the location and
characteristics of all borrow and disposal sites associated with the project will be available to
the USACE on request.
• A wet detention basin and dry detention basin have been designed at the northern most
interchange to provide stormwater quality and quantity control.
• Offsite and roadway drainage has been separated to the maximum extent practical. Roadway
drainage systems were extended so outfalls discharge outside of wetland areas and into
uplands, wherever possible.
• Toe protection was added to the toe of fill slopes, in lieu of lateral ditches, in wetland areas
to minimize impacts to wetlands, where possible.
• Culverts in jurisdictional streams will be buried to promote fish passage. RCBC's will be
backfilled with native material excavated from the stream channel to provide natural

R-3300B Hampstead Bypass
Page 5 of 7
substrate. Where multiple barrel culverts are proposed, sills and floodplain benches will be
constructed to natural stream dimensions and profiles.
• Perpendicular stream crossings have been used where possible.
• 3:1 side slopes were designed throughout the project within jurisdictional areas with the
exception of two locations of 4:1 slopes within an interchange (as a driver safety measure)
and a 2:1 slope on the edge of a pond and at a culvert extension near Sloop Point Road.
• Equalizer pipes have been added to wetland crossings to maintain hydraulic connectivity to
the maximum extent practicable.
• Temporary fill for detours within jurisdictional areas will be placed on geotextile fabric so
natural ground elevation can be restored to preexisting conditions.
• Other Avoidance and Minimization measures incorporated into this project can be found in
the 4A meeting minutes dated July 12, 2017.
Summary of Mitigation
The proposed construction of R-3300B will impact 16.743 acres of riparian and 55.428 acres of
non -riparian wetlands that will require mitigation. The riparian impacts from the R-3300B will be
offset by compensatory mitigation provided by the DMS. The non -riparian impacts for R-3300B
will be partially offset with the remaining mitigation credits (78.43 acres) that were purchased from
the Northeast Cape Fear Umbrella Mitigation Bank in conjunction with U-4751. The remaining
balance will be offset by compensatory mitigation provided by DMS. See Table 5 for a breakdown
by HUC.
Mitigable permanent stream impacts (loss of waters) for the R-3300B total 5,492 linear feet (5,780
linear feet of permanent impact minus 166 linear feet of bank stabilization and 122 linear feet of
channel realignment). The new channels are being constructed to offset impacts and will match the
existing dimension and profile of the existing channel. The bank stabilization is occurring within
the Cape Fear River Basin and the channel realignments are taking place within the White Oak
river basin. The 5,492 linear feet of permanent stream impacts (loss) will be offset by compensatory
mitigation provided by the DMS.
Table 5. Summary of Mitigation Required for R-3300B
HUCa
Permanent Wetland
(ac.)
Temporary Wetland
ac.
Permanent
Stream (lf.)
Temporary
Stream (If.)
Riparian
Non-
riparian
Riparian
Non-
riparian
CPF-07
13.314
45.918
0.646
0
4,372b
421
WOK-02
3.429
9.510
1 0.026
0
1,120°
68
Total
1 16.743d
1 55.428d
0.672
0
5,492
489
a CPF-07 = Cape Fear 8-digit HUC 03030007; WOK -02 = White Oak 8-digit HUC 03020302.
b Permanent stream impacts in CPF-07 are 4,538 linear feet minus 166 linear feet bank stabilization.
Permanent stream impacts in WOK-02 are 1,242 linear feet minus 122 linear feet of channel
realignment.
d An additional 0.814 acres of riparian wetlands (0.757 CPF-07 and 0.057 WOK-2) and 0.696 acres
of non -riparian wetlands (0.014 CPF-07 and 0.682 WOK-2) will be permanently converted from
mature forested wetlands to maintained corridors by hand clearing for utilities.
Protected Species
The United States Fish and Wildlife Service (USFWS) list 16 federally protected species for Pender
as of the June 27, 2018 listing (Table 6).

R-3300B Hampstead Bypass
Page 6 of 7
Table 6. Federally Protected Species in Pender Count (R-3300B
Scientific Name
Common Name
Federal
Status
Habitat
Biological
Conclusion
lli ator mississippiensis
American alligator
T S/A
Yes
N/A
Chelonia m das
Green sea turtle
T
No
No Effect
retmochel s imbricata
Hawksbill sea turtle
E
No*
No Effect
e idochel s kem ii
Kem 's Ridley sea turtle
E
No
No Effect
ermochel s coriacea
Leatherback sea turtle
E
No
No Effect
Caretta caretta
sea turtle
T
No
No Effect
-Loggerhead
otis se tentrionalis
Northern long-eared bat
T
Yes
MALAA
Trichechus manatus
West Indian manatee
T
No
No Effect
Charadrius melodus
Piping lover
T
No
No Effect
Calidris canutus ru a
Red knot
T
No
No Effect
icoides borealis
Red -cockaded woodpecker
E
Yes
MALAA
chwalbea americana
America chaffseed
E
Yes*
No Effect
Thalictrum coole i
Coole 's meadowrue
E
Yes
No Effect
Carex lutea
Golden sedge
E
Yes
No Effect
�Lysimachia as erulae olia
Rough -leaved loosestrife
E
Yes
MANLAA
maranthus pumilus
ISeabeach amaranth
T
No
No Effect
Key: T(S/A) = Threatened (Similarity of Appearance), T = Threatened, E = Endangered, MALAA
= May Affect, Likely to Adversely Affect, MANLAA = May Affect, Not Likely to Adversely
Affect
* Historic record (the species was last observed in the county more than 50 years ago)
Northern Long-eared Bat
The US Fish and Wildlife Service has developed a programmatic biological opinion (PBO) in
conjunction with the Federal Highway Administration (FHWA), the US Army Corps of Engineers
(USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern
North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all
NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT
program is May Affect, Likely to Adversely Affect. The PBO provides incidental take coverage
for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years
for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Pender County
where R-3300B is located. This level of incidental take is authorized from the effective date of a
final listing determination through April 30, 2020.
Red -Cockaded Woodpecker
As per the 2014 Final Environmental Impact Statement (FEIS) project commitments, if red -
cockaded woodpecker (RCW) foraging habitat ceases to exist at the northern interchange at the
time NCDOT applies for authorization from the USACE to construct the project, NCDOT would
revisit the original interchange design. A Biological Opinion for the project was completed by
USFWS in 2016 with a conclusion that the project is not likely to jeopardize the continued
existence of the RCW but there may be an incidental take of one RCW group due to foraging
habitat removal. Conservation measures are currently being undertaken through the purchase and
donation of 81.6 acres of land by NCDOT to Holly Shelter Game Land. Updated cavity tree and
habitat surveys were completed for the known RCW clusters in March -May 2018. Surveys
confirmed that RCWs remain to be active in the existing clusters and foraging habitat within the
Northern Interchange still exist therefore the Least Environmentally Damaging Practicable
Alternative (LEDPA) is still valid. USFWS has reviewed and approved the updated survey results.

R-3300B Hampstead Bypass
Page 7 of 7
Cooley's Meadowrue & Golden Sedge
One population of Cooley's meadowrue was found off Sidbury Road in New Hanover County near
the overall project study area in 2008. In 2009, biologists found species of Carex near the Sidbury
Road site with the meadowrue individuals that could not be ruled out as golden sedge. These
sightings were not within the R-3300B Section of the project. Additionally, an updated survey was
completed of R-3300B in 2018 and no individuals of Cooley's meadowrue or golden sedge were
found.
Rough -leaved loosestrife
As part of the 2016 RCW Biological Opinion, USFWS stated that rough -leaved loosestrife would
be considered May Affect, Not Likely to Adversely Affect. Additionally, no individuals were found
during updated plant surveys during the 2018 survey window.
Bald and Golden Eagle Protection Act (BGPA)
In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and
removed (de -listed) from the Federal List of Threatened and Endangered wildlife. This delisting
took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act)
(16 U.S.C. 668-668d) became the primary law protecting bald eagles. The 2014 FEIS outlines
potential foraging habitat near the R-3300A section but none within the B section. Habitat for the
bald eagle is not present within R-330013 due to the lack of large water bodies in the study area.
Regulatory Approvals
Section 404: We are, therefore, requesting the modification of the USACE Individual 404 Permit
signed August 10, 2017 (SAW-2007-1386), for the above -described activities. NCDOT will apply
for a permit modification when designs are finalized and before construction commences on
Section A.
Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from
the NCDWQ issued June 5, 2017 (20161268). In compliance with Section 143-215.3D(e) of the
NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit
modification.
CAMA: Under separate cover, NCDOT is submitting a request for a CAMA Federal Consistency
Review from the N.C. Division of Coastal Management for R-3300B.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Mason Herndon at 910-341-2036 or tmherndonkncdot.,gov.
Sincerely,
5761 Chad Kimes, PE, Division 3 Engineer
North Carolina Department of Transportation

R-3300B Hampstead Bypass
Page 8 of 7
ec:
Kristi Lynn Carpenter, Division of Water Resources
Joanne Steenhuis, Division of Water Resources
Enclosures

..,.
fighway North Carolina Department of Transportation
StOCtYYWdteT-I Highway Stormwater Program
STORMWATER MANAGEMENT PLAN � �—
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40237.1.1 TIP No.: R-3300B County(ies): Fender Page 1 of 5
General Project Information
WBS Element:
40237.1.1 ITIP Number: R-3300B Project Type: New Location Date: 3/29/2019
NCDOT Contact:
Mason Herndon
Contractor / Desi ner:
Joshua G. Dalton
Address:
Div 3 Environmental Program Supervisor
5501 Barbados Blvd.
Castle Ha ne, NC 28429
Address:
Sungate Design Group, PA
905 Jones Franklin Rd
Raleigh, NC 27606
Phone:
910-341-2036
Phone:
919-859-2243
Email:
tmhemdon(@ncdot.gov
Email:
'dalton sun
atedesi n.com
City/Town:
Ham sted
Count ies :
Fender
River Basins :
Ca a Fear White Oak
CAMA County?
Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
6.916 miles Surrounding Land Use: IRural, Residentail, Commercial
Proposed Project
Existing Site
Project Built -Upon Area ac.
89.6 ac.
12.6 ac.
Typical Cross Section Description:
Two 12' travel lanes in each direction (4 total) with 10' paved shoulders and 34' wide
grass median.
N/A, new location roadway.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 55400 Year: 2040
Existing: N/A Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
R-3300B is a new location roadway project for future NC 417 (Hampstead Bypass) from south of NC 210 to east of SR 1563 (Sloop Point Loop Road). Work will include grading,
drainage, paving, structures, signals, and culverts. Wetland and stream impacts have been minimized using maximum 3:1 side slopes across jurisdictional streams and through
wetland areas. Off -site and roadway drainage have been seperated to the maximum extent practical and roadway drainage discharged outside of wetlands areas, where possible.
Toe protection at toe of fill slopes, in lieu of lateral ditches, have been propsoed in wetland areas to minmize impacts to wetlands, where possible. Culverts in jurisdication
streams will be buried to promote fish passage. A stormwater wet detention basin and dry detention basin have been designed at the northern most interchange to provide
stormwater quality and quantity control.
Waterbody Information
Surface Water Body 1 : UT to Old To sail Creek
NCDWR Stream Index No.:
18-87-12
NCDWR Surface Water Classification for Water Body
Pr mary Classification:
Class SA
Supplemental Classification:
High Quality Waters HQW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
INSF
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Highway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN 7.,"
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40237.1.1 TIP No.: R-3300B Count ies : Pender Page 2 of 5
Additional Waterbody Information
Surface Water Body 2 : Winding Branch Trib to Harrisons Creek
NCDWR Stream Index No.:
18-74-49
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
LSB
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? I N/A
Dissi ator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 3 : Harrisons Creek
NCDWR Stream Index No.:
18-74-49
NCDWR Surface Water Classification for Water Body
Prima Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
LSC
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 4 : 1 Godfre Creek
NCDWR Stream Index No.:
18-74-49-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
LSD
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissi ator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Highway aterNorth Carolina Department of Transportation t
tormwo
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-3300B County(ies): Pender Page 3 of 5
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Energy Dissipater
Type
Riprap Type
Drainage
Area
ac
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
010
cfs
V10
(fps)
BMP
Associated w/
Buffer Rules?
5
-Y30-46+88 LT
(2)Winding
Branch (Trib
Riprap Energy
Dissipator Basin
Class 1
48.0
Pipe
54
95.0
2.1
N/A
10
-L1-677+37 RT
(3)Harrisons
Creek
Riprap Energy
Dissipator Basin
Class 1
33.0
Pipe
54
65.0
1.9
N/A
Additional Comments
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

HighwStoramwater North Carolina Department of Transportation
„<<...,... Highway Stormwater Program mo
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40237.1.1 TIP No.: R-3300B County(ies): Pender Page 4 of 5
Level Spreaders, Hazardous Spill Basins, and Forebays
Sheet No.
Station & Coordinates
(Road and Non Road Projects)
Surface
Water Body
Level Spreader,
Hazardous Spill
Basin, or Forebay?
Drainage
Area
(ac)
New Built -
Upon Area
(ac)
Required / Minimum Treatment
Treatment
Achieved
BMP Associated
w/ Buffer Rules?
23
-L1 W 866+50 LT
(1)UT to Old
Topsail Creek
Forebay
1.41
0.88
0.1 inches of runoff from NBUA
303.6 Cf
1116.0 Cf
No
23
-Y32- 39+75 RT
(1)UT to Old
Topsail Creek
Forebay
2.89
0.23
0.1 inches of runoff from NBUA
79.4 Cf
1300.2 Cf
No
*Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required
volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance.
Additional Comments

Highway ater North Carolina Department of Transportation t
—tormw;!o
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 20181 FOR NCDOT PROJECTS
WBS Element: 40237.1.1 TIP No.: R-3300B County(ies): Pender Page 5 of 5
Other Best Management Practices
Sheet No.
Station & Coordinates
Road and Non Road Projects
Surface
Water Body
BMP Type
Drainage Area
(ac)
New Built -Upon
Area
(ac)
Volume Treated
(ac-ft)
Precipitation Depth
Treated over NBUA
in
BMP Associated
w/ Buffer Rules?
23
-L1_N- 868+00 LT
(1)UT to Old
Topsail Creek
Wet Detention Basin
12.1
2.9
0.378
1.65
No
23
-Y32- 29+23 RT
(1)UT to Old
Topsail Creek
Dry Detention Basin
10.3
2.6
2.08
9.99
No
Additional Comments
Note: Volume treated (WQv) based on storage up to elevation of first opening above tee pipe.

END TIP PROJECT R-3300A
BEGIN TIP PROJECT R-330
—LI— STA. 578 + 00.00
SITE 2
SITE 2k
SITE 3
BRICK YARD
SITE 10
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PENDER COUNTY
LOCATION: NC 417 (HAMPSTEAD BYPASS) FROM SOUTH OF NC 210
TO NORTH OF SR 1563 (SLOOP POINT LOOP ROAD).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES,
SIGNALS, AND CULVERTS
WETLAND AND SURFACE WATER IMPACTS PERMIT o END TIP
co
SITE 11 i2
r--�� Ff--f�SITE12 SITE 16 SITE 31
SITE 22 SITE 5
SITE 6
SUNGATE DESIGN GROUP, P.A. h�y�� 45�610EE Wg4111'NFF ROAD
a axErvoax�aoux� a Dewberry RALEIGH�NC 2]60]
��ffiIIII 666 m.. PHONE: [phone]
NC No. C-0890 NC COA No. F-0929
EPERENCE NO.
9 .E.
T—L
N. t
R-3300B
ErwTe PROLNn
.APRw.
negcRmnoN
40237.1.1
WA
PE
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UTIL
PERMIT DRAWING
SHEET 1 OF 165
DATE: 04-01-2020
R 3300B
2+54.76
US 17
SITE 30
SITE 29
SITE 28
-Yaa-
EEWARD LN SITE 27
SITE 26
SITE 32
DOCUMENT NOT CONSIDERED FINAL
*UPDATE EXISTING SIGNAL -THIS IS A CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. UNLESS ALL SIGNATURES COMPLETED
* PROPOSED SIGNAL -CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
J
PREPARED /N THE OFF/CE of
HYDRAULICS ENGINEERS
EC CONSULTING
801 300� Raleigh NC 27606
11 P,aah/iu Road
ADT 2016 = WA
Janes 1—
1—,
Stantec Te[. [phone] 1 Fax. [phone]www.ssansss.som
Lies No. F-6672
50 25 0 50 100®uw8
ADT 2040 = 55,400
DHV = 8 %
LENGTH ROADWAY TIP PROJECT R-33006 = 6.893 MILES
LENGTH STRUCTURE TIP PROJECT R-3300B = 0.023 MILES
FOR THE NORTH CAROL/N40EP,4RTMENT OF TR4NSPORTAT/ON
Of�g+�
2018 STANDARD SPECIFICATIONS
PLANS
D = 60 %
TOTAL LENGTH TIP PROJECT R-3300B = 6.916 MILES
SIGNATURE: PE
50 25 0 50 100
T = 6 % *
V = 70 MPH
*(TTST 2% + DUALS 4%)
RIGHT OF WAY DATE:
MARCH 16, 2018
MICHAEL D. LINDGREN, P.E.
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
10 5 0 10 20
FUNC CLASS = FREEWAY
LETTING DATE:
TRACE HOWELL, P.E.
NCDOT DIVISION 3 CONTACT
REGIONAL TIER
JULY 21, 2020
P.E.
SIGNATURE:
PROFILE (VERTICAL)

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PROJECT REFERENCE NO. SHEET NO.
4�-51DL
NAD 83/NSRS 2007 Stall R-3300B 2B-5
--------------/ RMI SHEET NO.
LAINE S. BRO Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS 10' 25' 0� 1� I 801 Jones Franklin Road ENGINEER ENGINEER
Ralei300
gh, NC 27606
SCAL�31" 100' I Tel. [phone]
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( WIQ I w License No. F-0672
C3 ACHEL P. GAINES
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LATERAL BASE DITCH LATERAL N' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH
b
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b=5.0 Ft. b=5.0 Ff. Geoteede 8
Min. D=1.5 F.
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FROM STA. 581+86 TO STA. 584+00 -Ll- RT FROM STA. 726+00 TO STA. 728+70 -Ll- LT B=2.0 F.
FROM STA. 656+50 TO STA. 658+40 -Ll- RT FROM STA. 17+60 TO STA. 20+15-Y30RPC- RT Type of Liner=Class B Rip -Rap FROM STA. 10+50 TO STA. 13+50 -SR4- RT
FROM STA. 694+65 TO STA. 695+50 -Ll- LT FROM STA. 21+50 TO STA. 23+75 SR6- LT FROM STA. 10+30 TO STA. 12+50 -SR4- LT
FROM STA. 713+50 TO STA. 718+00 -Ll- LT FROM $TA. 19+50 TO STA. 21+50 -SR6- RT FROM STA. 23+50 TO STA. 24+75 -SR4- RT
FROM STA. 28+50 TO STA. 31+00 -SR6- LT DETAIL 2A FROM STA. 23+50 TO STA. 24+75 -SR4- LT
FROM STA. 48+00 TO STA. 50+00 -Y30- IT SPECIAL LATERAL 'V' DITCH FROM STA. 25+00 TO STA. 27+65 -SR4- RT
FROM STA. 14+50 TO STA. 16+00-Y30RPA- RT (Nouo Ydel DETAIL 3A FROM STA. 25+00 TO STA. 27+65 SR4- LT
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b=5.0 Ft.
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DETAIL 7 DETAIL 8 DETAIL 9
STANDARD BASE DITCH STANDARD 'V' DITCH SPECIAL LATERAL BASE DITCH
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B=2.0 F.
Fiber Matting
ran TO STA. 28+50 -YIn- IT
DETAIL 23
STANDARD BASE DITCH
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"When B 4 < 6.0' B=4.0 Ft.
STA. 5+50-Y30RPB- LT
DETAIL 30
PIPE OUTLET CHANNEL
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DETAIL 35B
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Nnlural Nou.1
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B=2.0 F.
STA. 32+63 -SR8-
DETAIL 39B
CHANNEL CHANGE
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Natural
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DETAIL 16 DETAIL 17
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DETAIL 24
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TOE PROTECTION
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Notural
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FROM STA. 659+90 TO STA. 663+50 -L1- LT
FROM STA. 672+50 TO STA. 674+50 -L1- LT
FROM STA. 683+00 TO STA. 689+00 -Ll- LT
FROM STA. 709+36 TO STA. 711+90 If
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FROM STA. 709+40 TO STA. 713+20 -Ll- RT
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FROM STA. 841+00 TO STA. 851+00 -Ll- LT
FROM STA. 15+50 TO STA. 20+00 Li- RT
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FROM STA. 18+50 TO STA. 19+50 -Y31- LT
FROM STA. 30+75 TO STA. 34+00 -Y31- LT
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FROM STA. 19+45 TO STA. 20+50-Y30RP0. RT
FROM STA. 07+00 TO STA. 20+50-Y32RPBl- RT
FROM STA. 23+50 TO STA. 24+82 -Y19- RT
FROM STA. 37+50 TO STA. 40+00 -Y32- LT
DETAIL 25
STANDARD BASE DITCH
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N.-I Noturol
Gerund 3,j D S.\ Ground
Min. D=2.0 Ft.
B=3.0 Ft.
STA. 693+50 41- RT
STA. 694+50 -Ll- LT
DETAIL 32
SPECIAL LATERAL 'V' DITCH
(Noll. Scale)
NONmI \ Fill
Ground 3.j D Slope
FROM STA. 38+50 TO STA. 46+50 -Y31- RT
FROM STA. 11+50 TO STA.14+50 -Y19- LT
FROM STA.18+30 TO STA.21+00 -Y30. RT
DETAIL 10
STANDARD BASE DITCH
(Notts 5.6)
Natural Natural
Ground 3.j D ,'.\ Groun
Min. D=2.0 Ft.
B=2.0 Ft.
FROM STA. 21+03 TO STA. 21+50 -SR6- RT
FROM STA. 59+00 TO STA 60+25 -Y30- RT
FROM STA.11+40 TO STA.13+00 -Y42- LT
FROM STA. 13+50 TO STA. 14+30 -Y42- LT
STA. 16+00 -SR7- RT
STA. 16+00 -SR5- RT
STA. 54+00 -Y30- LT
STA. 680+00 -Ll- LT
DETAIL 18
SPECIAL LATERAL BASE DITCH
(Nato Swle)
No -I Fill
Ground '' Slope
I eDI b'.
Min. D=2.0 Ft.
B=4.0 Ft.
FROM STA. 57+00 TO STA. 59+50 -Y30- LT
DETAIL 26
PIPE OUTLET CHANNEL
(No to Scala)
d
S
CHANNEL BED
Length=20 Ft. (2.o')
d = 2.0 Ft.
Est.=20 Tons of Class I Rip -Rap
STA. 22+80 -Y30- LT
DETAIL 5
SPECIAL LATERAL BASE DITCH
I Not to Scale)
b'�
Ground 3.j D 3j oo* singe
d
Geowxtile B
Min. D=1.0 Ft.
Max. d=1.0 Ft.
B=2.0 Ft.
Type of Liner=Class I Rip -Rap
FROM STA. 23+00 TO STA 24+00 -Y30- RT
DETAIL 5A
LATERAL BASE DITCH
( Not S 1.)
�-
G d
Ground Fill
Slope
e Min. D=1.0 H.
B=4.0 H.
b=5.0 Ft.
FROM STA. 663+00 TO STA. 671+50 -Ll- LT
FROM STA.25+00 TO STA. 31+00 -SR7- LT
FROM STA. 13+10 TO STA. 15+00-Y31RPA- RT
DETAIL 11
STANDARD BASE DITCH
I Not" _")
NaNral ...-IGround 3�j 3, G.aund
d D
Gaownde B Min. D=2.0 F.
M. d=2.0 Ft.
'When B k < 6.0' B=4.0 Ft.
T e of Liner -Class 11 Rip -Rap
FROM STA. 13+50 TO STA. 14+17-Y30RPA- LT
LATERAL BASE DITCH
(No. Smle) b
Gr�.un1
Fill
3. .\
d Slope
B in
D=1.0 Ft.
Man. d=1.0 Ft.
B=2.0 Ft.
b=5.0 F.
Type of Liner=PSRM
DETAIL 36
CHANNEL CHANGE
(Not to Stale) Back011 Ez.
Channalto Noturol
Nat. Grad. Ground
rural
6rsr. channel
Min. D=Match Exist. Channel
B=6.0 Ft.
FROM STA. 23+20 TO STA. 25+40 -Y38- LT
DETAIL 40
INLET & OUTLET CHANNEL DETAIL
(NOT TO SCALE)
NG);iHNo
CL TRIPPAP ON
CL'I'RIPRAP ONCHANNEL BANKS
CHANNEL BANKSCL'I'u' w'24' @ TO CFIIL OVOIDSP
NLET &
OUTLET
STA. 19+75 -Y38- LT
-A I__ _vaLa- RT
DETAIL 19
STANDARD BASE DITCH
I Notro E.
Natarol Nalurol
Ground J.j D ,�.� Groun
Min. D=3.0 Ft.
B=4.0 Ft.
FROM STA.20+50 TO STA. 21+50 -SR5- RT
FROM STA. 732+76 TO STA. 733+91 -Ll- LT
STA. 28+75 -Y31- RT
FROM STA. 24+87 TO STA. 25+37-Y30RPC- RT
DETAIL 6
SPECIAL LATERAL 'V' DITCH
(Not to Smla)
Naturol Fill
Ground 4�j D Slope
Min. D=1.0 Ft.
FROM STA. 700+50 TO STA. 703+50 -Ll- RT
FROM STA. 704+00 TO STA. 705+70 -Ll- RT
FROM STA. 9+00 TO STA. 11+00-Y31LPC- LT
DETAIL 6A
SPECIAL LATERAL 'V' DITCH
t Not to Scala)
FBI
Noturol \ Slope
Ground !'/ D
d
Geawnile Min. 0=1.0 Ft.
Type of Un- Class B Rip -Rap Maz. d=1.0 Ft.
FROM STA. 24+00 TO STA. 25+00 -Y30- LT
DETAIL 12
LATERAL BASE DITCH
I Not" Scale
b
Ground a':% \ Fill
d
p 1^'F' Slope
GEOTEKTILE B
Min. D=2.0 Ft.
Maz. d=2.0 Ft.
•When a is < 6.0' B=4.0 F.
Type of Uner=Class B Rip -Rap Ff.
FROM STA. 17+00 TO STA. 24+00-Y30RPA- LT
DETAIL 20
SPECIAL LATERAL BASE DITCH
( Not I. Smle)
Naturol \ Fill
Ground q.j D b'. Slope
LB
Min. D=1.0 Ft.
B=4.0 F.
FROM STA. 693+75 TO STA. 700+00 -1.1- RT
DETAIL 27
CHANNEL CHANGE
( Not to S<ale)
Proposed GroundNaturol atural Fill slope _
GNroup 3.j D 1'iFt.
d
GEOTExTILE B Min. D=2.0 F1. Exist. Chonnel
Maz. d=2.0 Ft.
B=4.0 Ft.
Type of Liner=Class I III Keyed -in b= WA
STA. 649+20 -Ll- LT
DETAIL 34
CHANNEL CHANGE
( Not to Scale)
Proposed Groundl
Natural Pill slope G.un
u""/Ft. irod
Exist. Chonnel
Type of Liner -Class I Riprap
Min. D=4.0 Ft.
Max. d=Top of Bank
B=12.0 Ft.
b=Varies
FROM STA. 656+05 TO STA. 658+60 -Ll- LT
FROM STA. 659+10 TO STA. 659+55 -Ll- LT
DETAIL 37
INLET & OUTLET CHANNEL DETAIL
(NOT TO SCALE)
NG P71`111 BENCH
_ NG
CL 'I'RIPRAP
OIIRET ONLY
w 1, ouriETPONLY
CL'I' RIPRAP
12­�­'
STA. 712+00 Al- LT
STA. 713+00 -LI- RT
DETAIL 41
INLET CHANNEL DETAIL
(NOT TO SCALE)
NO FLOODPP=N BENCH No
o� \ CL'I'RIPRAP ON
1 CHANNEL BANKS
CL T RIPRAP ON
CHANNEL BANKS 1 CL • _
+ 12' - TO CFILL ED OVOIDS P
3- �23'@�
INLET
STA. 662+00 -LI- RT
® Stantec
PROJECT REFERENCE NO.
SHEET NO.
R-3300B
ll SHEET NO.
Stantec Consulting Services Inc
801 Jones Franklin Road
Suite 300
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
W .stantec.com
License No. F-0672
SUNGATE DESIGN GROUP, P.A.
NO COA NO CC-0890
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 18 OF 165
DATE: 04-01-2020
DETAIL 13
LATERAL BASE DITCH
(No. Scale)
No urol
Ground 3.j D S� 1°Fs t. l
Slope
Min. D=2.0 H.
ill
B=4.0 Ft.
b=5.0 Ft.
FROM STA. 635+50 TO STA. 642+75 AI- RT
FROM STA. 724+00 TO STA. 725+50 -LI- LT
FROM STA. 12+79 TO STA. 18+50 -Y31 RPB- LT
FROM STA. 12+00 TO STA. 13+50-Y30RPA- LT
FROM STA. 601+40 TO STA. 604+00 -Ll- RT
DETAIL 21
LATERAL 'V' DITCH
(No. Sclale)^b �I
N.-I~' Fill
Ground 3.j D S� 1"Ft. slope
Min. D=1.5 Ft.
b=5.0 F.
FROM STA. 726+00 TO STA. 728+70 -Ll- LT
FROM STA. 10+50 TO STA. 16+50 -SR7- LT
FROM STA. 28+20 TO STA.28+80 -Y31- LT
FROM STA. 733+00 TO STA. 735+50 -Ll- LT
DETAIL 14
FALSE SUMP
( Not to Scale)
Median Ditch _
9" 2' f .-
See Chart Below) 20' -y GI
S - etc.
S=Ditch Slope CL Proposed Ditch
DETAIL 22
SPECIAL LATERAL BASE DITCH
( Not to Scale)
N.-I \ Fill
Ground Sl.pv
LB Min. D=1.5 Ft.
B=4.0 Ft.
FROM STA. 748+00 TO STA. 760+50 -Ll- RT
DETAIL 28
CHANNEL CHANGE
( Not to Scale)
Proposed Naturol
FGround
NoiII5lope
tural
G 13- 3.j D 1Ft.
d
_
,
GEOTFXTIIE B M'iin, D=2.5 Ft.
Max. d=2.5 Ft.
B=6.0 Ft.
Type f Liner- 6= WA
Class I Riprap, Keyed -In
Exist. channel
642+45 411- LT
DETAIL 35
CHANNEL CHANGE
( Not to Scale)
= b �
osNd
Proppe -ned Ground
tr
a
Fill slo
�Exot.
Min. D=2.5 F.
Chonnel
B=5.0 Ft.
b=10.0 Ft.
DETAIL 38
OUTLET CHANNEL
Not to Sa I Nle)
NP-1 Nalurol
Ground Ground
D
Lena th=90
Min. D=2.0 Ft.
B=6.0 Ft.
STA. 612+50 -L1- LT
FROM STA. 661+85 TO STA. 664+00 -Ll- RT
DETAIL 39
LATERAL RASE DITCH
(Not Scale)
b
Nalurol ~-
Ground
Slope
I ee I Min. D=3.0 Ft.
B=4.0 F.
b=5.0 Fr.
FROM STA. 40+32 TO STA. 44+35 -Y30- RT
FROM STA. 46+15 TO STA. 47+25 -Y30- RT
FROM STA. 17+00 TO STA. 18+00-Y32RPB1- RT
DETAIL 43
DETAIL 42 SPECIAL LATERAL'V' DITCH
INLET/OUTLET CHANNEL BANK STABILIZATION (Noto scale)
( Not" Smlo t Fill
Slope
rou "P"S.,.p,d R eaasa` td Ground 3.j D "o"
d
In Length=25 Ft. RIPr�,r uNEp RANRs
Out Length=45 Ft. CHANNEL aeD GeotaxKle Min. D=2.0 F.
d=2.0 Ft. Made. 6'to 12'1 Type of Liner=Class BRip-Rap Max. d=1.5 F.
Est.= 40 Tons of Class 'I' Rip -Rap (Inlet)
Est.= 72 Tons of Class 'I' Rip -Rap (Outlet) FROM STA. 16+50 TO STA. 17+80 -Y38- RT
STA. 19+10-Y30RP0. RT
STA. 19+85-Y30RPD- LT
DETAIL 29
RIP RAP AT EMBANKMENT
(Not" Scaly)
10'min.
Dimh Grade l.o'mm. 1.5'
STA. 26+50 -SR6- LT
STA. 642+75 -Ll- RT
DETAIL 35A
SPECIAL LATERAL 'V' DITCH
No to Yale)
NaN.al p.\ M Fill
Ground 3,.j Fpe Slope
D
FROM STA. 27+50 TO STA. 34+00 -Y19- LT
DETAIL 39A
SPECIAL LATERAL BASE DITCH
(No. Scale)
Notural Fill
Groand 3.7 D F\met SI.P.
d
Geer Ix B
Min. D=1.0 Ft.
Max. d=1.0 Ft.
Type of Liner=Class B Rip -Rap B=4.0 Ft.
DETAIL 44
INLET CHANNEL BANK STABILIZATION n�
roan �'wtip (Nouo scale) round
d
erp IUNKs
Length=30 Ft. CHANNEL BED uNar u
d=2.0 F. pane. 6'" 121
Est.= 44 Tons of Class 'I' Rip -Rap
STA. 611+85 -LI- RT

DETAIL 45
OUTLET CHANNEL BANK STABILIZATION
(Not ro Scale)
Natural Natural
Ground ��� 3.\ Ground
dgih=35 F Len. B
Max. d=2.5 F.
B=varies 6 10 12 Ff.
Est.= 66 Tons of Class T Rip-Rop
STA. 612+40 -Ll- LT
DETAIL 49
SPECIAL LATERAL 'V' DITCH
IN. to Scale)
Notuml __L�Fill
Gr.und 6�7 D Slope
FROM STA. 231+00 TO STA. 232+00 -Y40- RT
DETAIL 46
OUTLET CHANNEL BANK STABILIZATION
(Not fo Scalel
iouT
Length=30 Ff. �in`oliin
CHANNEL BED
d=2.0 Ft. (modes 6' )
Est.= 34 Tons of Class T Rip -Rap
STA. 26+40 -SR6- LT
DETAIL 50
SPECIAL LATERAL BASE DITCH
IN- Scale)
Natural of T Fill
Ground 4y D �X�Re Sloce
IB.1 Min. D= 2.0 F.
B= 2.0 Ff.
FROM STA. 235+00 TO STA. 237+20 -Y40- RT
DETAIL 54
CHANNEL CHANGE
(Not to Scale
Proposed Natural
N�fur I� Fill Slope Groun=��
uE W. Channel
Min. D=Match Existing Channel
B=6.0 Ft.
FROM STA. 18+30 TO STA.21+90 -Y32- LT
DETAIL 57
STANDARD BASE DITCH
(NI to Scalel
Nalaral N.-I
Groan J J D ,�,\ Groun
Min. D=2.0 Ft.
8-4.0 Ft.
FROM STA. 21+00 TO STA.21+75-Y32RPB1- RT
DETAIL 58
LATERAL BASE DITCH
(Not to $
cale)
Notuml
Ground 3.7 D �.� tht. Fill
Slope
e Min. D=1.5 Ft.
L=.! 8-4.0 Ft.
b=5.0 Ft.
FROM STA. 646+50 TO STA. 654+50 Al- RT
DETAIL 65
INLET CHANNEL CHANGE
( Notto Scale)
ProPased Notuml
Ground
N o r I
r Un 3.)
Fill Slope
3.�
d
D
9 rtIr-ur "NED sANxs Exist Chonn<I
Min. D=3.5 Ft.
Mo.. d=3.5 Ft.
B=i() Ft.
ESt.=202 Tons of Class
'I' Rip -Rap
STA. 18+40 -Y32- LT
� SECTION
TO
TO
DETAIL 47
RIPRAPPEDENERGY DISSIPATOR BASIN
HALF PLAN
V TOP OF RIP-RMP 94_1
`\ -
BfPrl/I
RIP RAP N( T OWN N LAPPROX. EO--
OF WANE
ST+h SYM�1.A
CULVERT 39F HORIZONTAL T V
�c
-+ +A
mo©©o©000
®®mmmmmm
mmmm
mmmmmmmmm
mmmmmmmmm
'ALL DIMENSIONS APPROXIMATE IN FEET (FT)
DETAIL 59
STANDARD BASE DITCH
(Nol to Scale)
Nalaral N.I
Ground 37 D 3.� Ground
d
Geoleeile B Min. D=4.0 F.
Max. d=4.0 Ft.
'When B is < 6o' B=6.0 Ft.
Type of Liner=Class I Rip -Rap
STA. 50+35 -Y19- RT
DETAIL 66
OUTLET CHANNEL CHANGE
( Not to Scale)
NaNral
Natural Groand
Ground
B I— LINE. FN.Ixs Exist. Channel
Min. D=2 Ft.
Max. d=2 Ft.
B=8.0 Ft.
Esf.=105 Tons of Class 'I' Rip -Rap
STA. 25+00 -Y19- RT
'NOTE A: IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO
OBTAIN SUFFICIENT CROSS SECTIONAL AREA AT SECTION A -A SUCH THAT Q
des1CROSS SECTION AREA AT SEC. A -A)= SPECIFIED VELOCITY.
TOTE B: WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIP -RAP
IN FLOOR OF BASIN SHOULD BE AT SAME ELEVATION OR LOWER THAN
NATURAL CHANNEL BOTTOM AT SEC. A -A. PROVIDE SMOOTH TRANSITION FROM
END OF APRON TO NATURAL CHANNEL WIDTH.
LATURAL
NATURAL GROUND
NOTE A M1
B
F
SEC A -A
GEOTEXTILE
B
AS REouIREo
TO SUPPORT RI...
SEC B-B FXGVATF To THIS LINE
GEOTEXTILE BACXFILL w s IRIP-RAP
B M1
6ij
FE
RM AS REQUIRED
SUPPORT RI-P
CEf C-C EXCAVATE TO THIS LINE
GEOTE.ILE BACXFILL vrCLA55 I RIP -RAP
W
B
NOTE:
BERM AS REOLL RED Wo= DIAMETER OF PIPE,
To SUPPORT RIP -RAP WIDTH OF BOX OR
GEOTExrILE SPAN OF PIPE -ARCH
sec D-D CULVERTS
DETAIL 60
SPECIAL LATERAL 'V' DITCH
(NM to Scale)
Nawrol 1 °c Fill
Ground 3,.) D ion°c BIOP.
FROM STA. 17+00 TO STA. 23+50 -Y79- LT
DETAIL 67
LATERAL 'V' DITCH
( Not to Scalel
Notuml 1 l FillGroand SI-
P.
Min. D=2.5 Ft.
b=5.0 FE
FROM STA. 52+15 TO STA. 56+40 -SR7- RT
v05
DETAIL 68
STANDARD 'V' DITCH
(Notf. Scale)
ExlI OR
,�FdSlope
q,J Notuml
�ro1
3�
Min. D=1.0F.
FROM STA. 12+50 TO STA. 13+00 -Y43- LT
DETAIL 48
CHANNEL CHANGE
(Not to Scale)
H�
NaNral
Proposed Groand
Not
Groun 3.7 D
Fill Slope
GEOTEXTILE B Min. D=L5 FC
Max. all = WA
B=4.0 Ft.
Type of Uner=Vegetation b=10 Ft.
Exist. Channel
FROM STA. 787+50 TO STA. 788+50 -L1- RT
® Stantec
Stantec Consulting Services In
801 Jones Franklin Road
Suite 300
Raleigh, NC 27606
Tel. [phone]
Fa..[phone]
www.stantec.com
License No. F-0672
SUNGATE DESIGN GROUP, P.A.
-
N
O GOA No CC-089 0
DETAIL 52
SPECIAL LATERAL 'V' DITCH
(Noft. Scalel
IM
Fill Ground 4,4
b A`b'� Soce
6_)D
Min. D=2.0 F.
FROM STA. 12+00 TO STA. 15+00 -Y32- LT
DETAIL 55
CHANNEL CHANGE
(Not to Scale)
I�
Nalaral
Ground
NN1uutur I�
nD 9.1 7"ht.
Fill SPlope
J y
u&IsI.
Channel
Min. D=Match Exist. Channel
B=6.0 Ft.
b=10.0 Ft.
FROM STA. 26+00 TO STA. 31+65 -Y32- LT
DETAIL 62
SPECIAL LATERAL 'V' DITCH
(Nafle Scale)
N.Nm1 1 Fill
Ground 3.) D FVa�°c Slope
FROM STA. 41+00 TO STA. 48+12 -Y32- LT
DETAIL 69
STANDARD 'V' DITCH
(Not to Scalel
Notuml Naluml
Ground X Ground
3. D
Mi... - 1.5 11.
BRICKYARD RD. CUL-DE-SAC
PROJECT REFERENCE NO.
R-3300B
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 53
LATERAL BASE DITCH
( Not b SIlcalel��
Na rol
�- 1
Ground 3.J D 3�1 1"iFt. Fill
Slop.
e Min. D=2.5 H.
lam.! Mir.
Ft.
b=5.0 Ft.
FROM STA.15+00 TO STA. 18+30 -Y32- LT
DETAIL 56
STANDARD BASE DITCH
(NDI Io Scalel
Nolurol Notuml
Groand 3.X D 3,� Groun
Min. D=2.5 Ft.
B=4.0 Ft.
STA. 677+00 -Ll- RT
DETAIL 63
LATERAL 'V' DITCH
(NI 1. Srole)
I b�
Nalaral 1 b Fill
Ground 3,.X D T"ht. Slope
Min. D=1.0 Ft.
b=5.0 F.
FROM STA. 655+00 TO STA. 656+00 -LI- RT
DETAIL 64
STANDARD BASE DITCH
(Not to Sml.)
Notuml Notuml
Ground Ground
OfD
Geoteeile B Min. 1=4.0 Ft.
Max. d=4.0 Ft.
When Biz > 6.0' B-6.0 Ft.
Std. No, 876.U1
Type of Liner=Class I Rip -Rap
STA. 18+10-Y32RPB1-
PERMIT DRAWING
SHEET 19 OF 165
DATE: 04-01-2020

TEE Pit
NORMAL
SEDIMENT STORAGE -
BASIN BOTTOM
SIDE OPENING DIMENSIONS
STRUCTURE
# OF
4
OPENING
INVERT
ELEV.
(FEET)
OPENING
WIDTH
)INCHES)
OPENING
HEIGHT
(INCHES)
2356
2
42.5'
60"
6"
DETAIL P-1
WET DETENTION OUTLET
CONTROL STRUCTURE
'NOT TO SCALE'
ADE OPENINGS)
SEE TABLE)
PIPE
VALVE
OUTLET PIPE (P)
SIDE VIEW
NOTES
TRASH RACK
ypR ES
TRASH RACK
HINGE
TABLE
HINGE
1) NO BEDDING MATERIAL TO BE USED.
S
THERFORE, DO NOT FOLLOW STANDARD
DRAWINGS FOR METHOD OF PIPE
S
INSTALLATION FOR OUTLET PIPE
THROUGH EMBANKMENT.
TEE PIPE---'
OUTLET p
2) ENSURE TRASH RACK OPENS FREELY
'LpW
PIPE (P)
AND WITHOUT INTERFERENCE.
3) SHUT OFF VALVE MAY BE A GATE
VALVE, BALL VALVE, SHEAR GATE, ETC.
6" DRAW-
STEPS QQ 12" O.C.
DRWG. 640.66)
SHUT OFF VALVE IS TO REMAIN CLOSED
DOWN PIPE
WITH SHUT-
S
(STD.
DURING NORMAL OPERATON.
OFF VALVE
PLAN VIEW
TRASH
RACK NOT SHOWN FOR CLARITY
MINIMUM DIMENSIONS FOR WET DETENTION BASIN DRAWDOWN STRUCTURE
STATION
STRUCTURE
NUMBER
SIDE WALLS
)INCHES)
BASE
B
(INCHES)
CTL. STR.
DIMENSIONS
W L H
TOP
ELEVATION
CONTROL
STRUCTURE
BASIN
BOTTOM
ELEV.
TEE PIPE
DIAMETER
INCHES
TEE PIPE
INV. ELEV.
(NORMAL POOL)
DRAWDOWN
PIPE
INVERT
OUTLET
PIPE
INVERT
OUTLET
PIPE
DIAMETER(P)
INCHES
OUTLET
PIPE
MATERIAL
Ll N 869+04 Li
235
_7W
SO'
5.0'
4.0'
43.5'
38.5'
3.0"
41.5'
39.5'
39.5'
42"
RCP -IV
1#41
1
TOP OF FILL OVER PIPE
FLOW
DETAIL P-2
FOREBAY
( Not to Scale )
FOREBAY BOTTOM ELEVATION
A
FLOW
TRANSITION WEIR
FILTER
A
FABRIC
CL. B RIP RAP
VARIES
THICKNESS= 1.0'
(SEE PLANS)
PROFILE VIEW
TRANSITION WEIR ELEVATION
TOP OF EMBANKMENT
FREEBOARD
d
FILTER
FABRIC)
CL. B RIP RAP
WEIR LENGTH
THICKNESS= 1.0'
W
SECTION A_A
"TRANSITION BERM CROSS-SECTION"
MINIMUM DIMENSIONS FOR FOREBAY
LOCATION
FOREBAY
BOTTOM
ELEV.
TRANSITION
WEIR ELEV.
TRANSITION
WEIR LENGTH
(L)
WEIR SIDE
SLOPES
(X:1)
d
Ll N 866+50 LT
39.0'
42.0'
38'
3
1.0'
Y32 39+75 RT
39.0'
42.0'
S6'
3
1.0'
z
z
z
z
z
?
z
z
z
R
z
z
?
?
?
?
?
?
DETAIL P-3
REBAR & ORIFICE TRASH RACKS
RISER TRASH RACK NOTES: (N.T.S.)
1. ALL JOINTS SHALL BE FULLY WELDED AROUND JOINT WITH A MINIMUM OF A "' BEAD.
2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD. DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.
3. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED BY THE SAME METHOD AS THE HINGE PLATE BOLTS.
4. RACK AND HARDWARE SHALL BE ALUMINUM OR REBAR AND GALVANIZED IN ACCORDANCE WITH ASTM A-153.
5. PROVIDE OPENING IN TRASH RACK TO ACCOMODATE SLUICE GATE, IF APPLICABLE, ON THE OUTLET PIPE.
ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH SLUICE GATES.
SLUICE GATE OPENING
(SEE NOTES)
YEBOLT
AOVE AS NECESSARY)
PLAN
-" CHAIN
CLOSURE
JCI.IIVIV D-D
REBAR TRASH RACK
NOT TO SCALE
A HANDLE
18" %2" HOLE GRATE
HANDLE 1/2" HOLE GRA
FRAME FRAME
HINGE 18
CONCRETE SLAB
CONCRETE SLAB
HINGE A HINGE
PLAN SECTION A -A
ORIFICE TRASH RACK
NOT TO SCALE
® Stantec
PROJECT REFERENCE NO.
SHEET NO.
R-3300e
2D-3
RW SHEET NO.
Stantec Consulting Services Inc
801 Jones Franklin Road
Suite 300
Raleigh, NC 27606
Tel. [phone]
Fa..[phone]
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
www.stantec.com
License No. F-0672
SUNGATE DESIGN GROUP, P.A.
jftNC COA No.C-0890
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 20 OF 165
DATE: 04-01-2020
3/4" DIA. HOLE
CENTERED 13/8"
DOWN FO*..�A
%" 5 REBAR
REBAR A
2
21
INSET 'A'
,1R3/q"x103/q"x #5 REBAR
SPRING PIN
OR COTTER
KEY WITH
WASHER
"x
SPRING PIN `'/ "x5" HOLE
OR COTTER FLA FOR CHEMICAL
KEY WITH WASHER BONDING OR
WASHER USE APPROVED
ANCHOR
WALL
INSET I'
ORIFICE TRASH RACK NOTES:
1. ALL JOINTS SHALL BE FULLY WELDED AROUND
JOINT WITH A MINIMUM OF A "' BEAD.
2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.
DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.
3. REMOVEABLE ORIFICE TRASH RACK SHALL BE ATTACHED
TO CONCRETE BOX BY HINGE OR SLIDE RAIL SYSTEM.
A. RACK AND HARDWARE SHALL BE ALUMINUM OR
GALVANIZED IN ACCORDANCE WITH ASTM A-153.

IP)
SIDE 1
SIDE OPENING DIMENSIONS
SHTTRUCTURE
# OF
SIDES
OPENING
INVERT
ELEV.
(FEET)
OPENING
WIDTH
(INCHES)
OPENING
(INCHES)
2333
1
43.5'
60"
6"
ORIFICE TRASH RACK
(SEE SPECIAL 'DETAIL)
BASIN BOTTOM
L
MIN. ELEV.
4" CONCREI
PAD
IT. 2' MIN
TRASH
HINGE
ORIFICE TRASH RACK
(SEE SPECIAL DETAIL),
in
DETAIL P-4
DRY DETENTION DRAWDOWN
STRUCTURE w/SLUICE GATE
'NOT TO SCALE`
ACCESS
BERM
SIDE OPENING(S)
(SEE TABLE)
TTi?1 � S
FOUTLET PIPE (P)
SEE TABLE
SIDE 2
No
1
T
Z STEPS P12" O.C.
(STD. DRWG. 840.66)
S 8" MIN.
SIDE 2
PLAN VIEW
TRASH RACK NOT SHOWN FOR CLARITY
® Stantec
PROJECT REFERENCE NO.
SHEET NO.
R-3300e
2D-4
RW SHEET NO.
Stantec Consulting Services Inc
ROADWAY DESIGN
HYDRAULICS
801 Jones Franklin Road
ENGINEER
ENGINEER
Suite 300
Raleigh, NC 27606
Tel. [phone]
Fax.[phone]
W .stantec.com
License No. F-0672
SUNGATE DESIGN GROUP, P.A.
M2SIaaNC COA NO CC-0890
SLUICE
(P)
SIDE 3
-TRASH RACK
HINGE
NOTES:
1. 15" MINIMUM DIAMETER FOR OUTLET PIPE.
2. 2" MINIMUM DIAMETER ORIFICE. IF ORIFICE IS GREATER THAN 6%A
STEEL PLATE IS NOT REQUIRED.
3. NO BEDDING MATERIAL TO BE USED. THEREFORE, DO NOT FOLLOW
STANDARD DRAWINGS FOR METHOD OF PIPE INSTALLATION FOR
OUTLET PIPE THROUGH EMBANKMENT.
OUTLET
4. 8" MIN. SLUICE GATE IS FOR MAINTENANCE AND SHOULD REMAIN
PIPE (P)
CLOSED DURING NORMAL OPERATION. A GATE VALVE MAY BE
m
USED IN LIEU OF THE 8" SLUICE GATE.
W
5. SLUICE GATE SHALL PROVIDE WATERTIGHT SEAL. PROVIDE
ADEQUATE CLEARANCE FOR GATE OPERATION.
6. SELECT BOX STANDARD AS REQUIRED TO ACCOMMODATE SLUICE GATE
AND ORIFICE TRASH RACK WIDTH.
7. ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH
SLUICE GATE.
—SLUICE
GATE
8. ADJUST FOOTER DIMENSIONS AS NEEDED FOR ANTI -FLOTATION.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 21 OF 165
04-01- 20
M.
MINIMUM DIMENSIONS FOR
DRY DETENTIONMAZARDOUS SPILL BASIN DRAWDOWN STRUCTURE
STATION
STRUCTURE
NUMBER
(INCHES)
6" MIN.
(INCHES)
6" MIN.
BASIN
BOTTOM
MINIMUM
ELEV.
TOP
ELEVATION
CONTROL
STRUCTURE
MAX.
STORAGE
DEPTH(D)
FEET
INV. ELEV.
CTL. STIR.
CTL. STIR.
DIMENSIONS
(W x L x H)
ORIFICE
DIAMETER
(0)
INCHES
ORIFICE
INV. ELEV.
OUTLET
PIPE
DIAMETER(P)
INCHES
-Y32- 29+23 RT
2333
6.0
18.0
43.0
45.0
2.0
40.0
5' x 5' x 5'
4.0
43.0
48"

OPERATION AND MAINTENANCE PROVISIONS
The entire BMP Trash/debris is present
Remove the trash/debris
The perimeter of the wet pond Areas of bare soil andlor
Regrade the sail if necessary to
erosive gullies have formetl
minve the gully, and men
plant a ground cover and water
until it is established_ Provide
lime and a one-time fertilizer
lic appation_
Vegetation is too Shan or too
Maintain vegetation at a height
long.
otapproximalely six inches.
The inlet devicepipe or Swale The pipe is clogged-
Unclog the pipe_ Dispose of
the sediment aft -site.
The pipe is cracked or
Replace the pipe_
otherwise damaged -
Erosion is occurring in the
Regrade the Swale if necessary
Swale
m smooth it over and provide
era - control devices such as
reinforced turf mathng or nprap
M avoid future problems with
erosion.
The f-clsiy Sediment has accumulated to a
Search for the source of the
depth greater than the cnginal
sediment and remedy the
design depth for sediment
problem if possible_ Remove
storage.
the sediment and dispose of it
in a location where it will not
cause impacts to streams or
the BMP_
Erosion has occurred.
Provide additional erosion
protection such as reinforced
turfmating or nprap it needed
to prevent hdure erosion
problems -
Weeds are present.
Remove the weeds, preferably
by hand- If pesticide is used,
wipe it on the plants rather than
spraying.
The vegetated shelf Best professional practices
Prime according to best
show that pmning is needed to
professional practices
maintain optimal plant health_
Plants are dead, diseased or
Determine the source of the
dying-
problem' sails, hydrology,
disease, etc. Remedy the
problem and replace plants -
Provide a one-time fedilizer
application to establish the
ground cover if a soil lest
indicates it is necessary -
Weeds are present.
Remove the weeds, preferably
by hand. It pesticide is used,
wipe it on the plants rather than
spraying.
The main treatment area Sediment has accumulated to a
Search for the saurce of the
depth greater than the original
sediment and remedy the
design Sediment storage depth_
problem if passible. Remove
the sediment and dispose of it
n a location where it will not
impacts to streams or
the BMP.
Algal growth covers over 50%
Consult a professional to
of the area.
remove and control the algal
growth.
Cattails, phragmites or other
Remove the plants by wiping
-ve plants cover 50%of
them with pesticide (do nut
thebasinsurface.
spray).
The embankment Shrubs have started to grow an
Remove Shrubs immediately.
the embankment.
Evidence of muskrat or beaver
Use traps to remove muskrats
activity is present
and consult a professional to
remove beavers.
A tree has Started to grow on
Consult a dam safety specialist
the embankment
to remove the tree.
An annual inspection by an
Make all needed repair,.
appmpnate professional shows
that the embankment needs
repair.
The outlet device f The Clogging has occurred.
Clean out the outlet device.
f»
receiving water
Dispose of the sediment otf-
site.
rA
The outlet device is damaged
Repair or replace the outlet
»
device_
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office,
ouflet
or the 401 Oversight Unit at
to
z
919-733-1786.
c�
A
Floating wetland island (if Weeds or volunteer trees are
Remove the weeds or trees.
A�
applicable) growing on the mat.
2.
The anchor table is damaged,
Restore the anchor cable to its
-?!
disconnected or missing
design state_
WET DET. BASIN DETAILS
WET DET. BASIN -Ll NORTH- 868+00 LT - PLANTING PLAN
OVERLAND FLOW
INLET w/CL B RIPRAP
& 6:1 SIDE SLOPES
ELEV=42.0'
FOREBAY .1
CL B RIPRAP
9'L x 9'W BASE
SEE DETAIL WP-2
PLANTING SCHEDULE:
\
EMBANKMENTS
FOREBAY w9
CL B RIPRAP
Install hybrid Beruda o
entipe on mmbankmenfs.
Total square footage, est.
7' L x 14' W BASE
0
\
23,750
SEE DETAIL WP-2
VEGETATIVE SHELF
0 0 0
o o o
\
Snstall a minim of 3
tits)
nmu Ise tom lat o
biped density •
a o Oo °0 0a
00o
00 p o _
=
\
1 50 plants per quare
footage to
feetplont.Tofal square .
be ed, est. 21,200 sq. h.
0
0 _�
•
•
0 0 = o .
�.
3:1 SLOPE
o O o 0
00 00 moo
d
70.1y
\
ot$°o 0
OQo =
PERM. POOL'
ELEV=41.5
• 7pF M
CF
•
3:1 SLOPE 38.5
3:1 SLOPE
gCCFS
\
a0
10' VEG. SHELF
/
O •
3:1 SLOPE
AIL
\\
e
aW all.
WIL AIL
\
J4 a4
d4 .11L all
a1L a4
1
10' WIDE MAINTENANCE ACCESS
All aLL
3:1 SLOPE
Landscape Plan:
1. Embankment slopes of the pond shall be vegetated with no lumping turf grass, perennial grasses
such as hybrid Bermuda or centipede are recommended; frees and woody Shrubs shall not be allowed;
and
2. The vegetated shelf shall be planted with a of three diverse species of herbaceous, native
egetation at a ini m density of 50 plants per�200 square feet of shelf area. Species shall be
selected from the table of Plants for Submerged and Partially Submerged Vegetative Shelves, shown
below. Wetland seed mixes sholl not be used.
3. Trees and woody shrubs shall not be planted on the embankment slopes and any volunteers should
be removed as part of regular maintenance actives.
PIANITS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Common Name
Asclepius ii—nnoto
Swamp Milkweed
Car- spp.
Sedges
Care: tenem
Quill sedge
Eupatoriadelphus dubius
Dwarf Joe Pro Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
Eupatoriadelphus moculoius
Sported trumpetweed
Hibiscus coccineus
Scarlet rose moll -
Hibiscus laevis
Halberdleof rosemallow
lunws effuses
Rash
Kod.letzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Pontederia oardata
Pickerelweed
Rhynchospora spp.
B.A—h
Saccharum baldwinii
Narrow plumegrass
SagiHaria lalif h.
Duck Potato
Scum— cernuus
Lizardtail
Scirpus cypednus
Woolgross
Scirpus spp.
Bulrush
Maintenance Plan:
1. Immediatelyy aRer the wet pond i established, the plank on the vegetated helf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six
weeks).
2. No portion of the wet pond should be fertilized offer the first initial fertilization that is required to
establish the plants on the vegetated shelf.
3. Stable groundcover should be maintained in the drainage area to reduce the sediment load to the
wet pond.
4. If the and must be drained for an emergency or to perform ma' tenant., the flushing of sediment
through the emergency drain should be minim zed as much as possible.
WET DET. BASIN
FOREBAY wl
CL B RIPRAP_
7'Lx 14'W BASE
SEE DETAIL WP-2
OVERLAND FLOW
INLET wdCL B RIPRAP
& 6:1 SIDE SLOPES
ELEV=42.0'
�O
8
FOREBAY
CL B RIPRAP
9' L x 9' W BASE BASE
SEE DETAIL WP-2 \\
7
® Stantec
PROJECT REFERENCE NO.
SHEET NO.
R-3300e
2D-5
R,W SHEET NO.
Stantec Consulting Services Inc
801 Jones Franklin Road
Suite 300
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
Raleigh, NC 27606
Tel. [phone]
Fa..[phone]
www.stantec.com
License No. F-0672
SUNGATE DESIGN GROUP, P.A.
MajaNC COA NO CC-0890
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 22 OF 165
DATE: 04-01-2020
868+00 LT — PLAN & PROFILE
PLAN VIEW
10' VEG. SHELF
�� PERM.
POOL
es
5' TRANS. BERM
ELEV=42.0
3:1 \
SLOPES
10' WIDE MAINTENANCE ACCESS
SLOPES PERM
L SPOOL
(TYP')
5' RISER
ACCESS -
TRANS. BERM
BERM
EV=42.0
SECTION B—B
3:1
SLOPES
(TYP.)
WET POND
OUTLET STR.
SEE DETAIL
WP-1 & WP-3
B
rxirnuc—w—No swr-' u .caw-
raT. oxo. ......--
vw,i� ay.o sa.s se.s :t

50' 25' 0 50' 100' PROJECT REFERENCE NO. SHEET NO.
) � \
Stantec R-3300B 4
RW SHEET NO.
SCALE: 1"=100' Raleigh, NC 2760E Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS
END PROJECT R-3500A —Ll POC STAo 578- 000DO ( 80i Jones Franklin Road ENGINEER ENGINEER
BEGIN PROJECT R-5500B —Ll— POC STA.578+00,00 Sul
30U
/ I �
\ \ I--\\Z Tel. [phone]
Fax. [phone]
w .stantec.com
License No. F-0672
V O \
SUNGATE DESIGN GROUP, P.A.
jC / � � \�! \ _ 1NLF�GxENO0.�i CLatOUNAx
NC COA No. C-0890
t7
N �� \C —wte_ -" 1 _ — — DOCUMENT NOT CONSIDERED FINAL
GERALD D. HARDISON, JR., S ( \ \� ,y V1 UNLESS ALL SIGNATURES COMPLETED
\ / & HARDISON RENTALS. LLC. ( \ \ / / PERMIT D RAW I N G
wooD?_ — — 0
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f SHEET 23 OF 165
�se— _ _ — %/ / � 0 / \ -A
/ __. —
I � � / \�"\ 'S6 'L / � STD. 4' BASE DITCH �
\ / . - .. . - .. .. .. j a / Q 30 LF @ 2.33%
-vd
M— "' a w_ — / CL I RIPRAP DATE: 04-01-2 02 0
` EST 52 TONS /
EST 89 SY GF IO /
\ EST 23 C E 6 50/
WOOD, \\� .� \ ae� '� � / \ \ SEE - L
\ ,y � REMOVE o E�
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ELOW EXISTING
ADJACENT NATORRlA�L _
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GERALD D. HARDISON, JR., _ ,� WooDS
& HARDISON RENTALS. LLC. i —g ,g
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
Q I
*
DENOTES MECHANIZED
CLEARING
>
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
SEE SHEET 34 FOR —LI— PROFILE
SEE SHEET 55 FOR—Y30RPB— PROFILE
SEE SHEET 56 FOR—Y30RPC— PROFILE

PROJECT REFERENCE NO. SHEET NO.
\ \ 50' 25' 0 50' 100,
\ Stantec R-33ooe 4
RW SHEET NO.
SCALE: 1"=100' Cap Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS
END PROJECT R-5500A —L/ POC STAo578+OODO ( y 801 Jones Franklin Road ENGINEER ENGINEER
BEGIN PROJECT R-5500B —Ll— POC STAo578+00,00 Suite 30U
/ I '�� nm Raleigh, NC 27606
\ /�y I Z Tel. [phone]
Fax. [phone]
I \\ � � T www.stantec.com
W 1 J License No. F-0672
37- - 38- j �� \ o\ Z - -� - /, SUNGATE DESIGN
GROUP,
P.A.
s
\P
�" \ ��� J\`�s e �' 7 �� / �— / O \ \ \ 9�/ -'�'� ✓ NO COA No. C-0890
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3/ WDO �c N L/1 �%'� \ W ' .I �_/ '/ '�' DOCUMENT NOT CONSIDERED FINAL
h ,/`\ DS \`i='sue �' � q UNLESS ALL SIGNATURES COMPLETED
G9VRAL 11 HARDISON, JR., I\ \ ' / Vl /w
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SEE SHEET 55 FOR-Y30RPB- PROFILE
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PROD. REFERENCE NO. SHEET NO.
R-3300B X-5
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SHEET 25 OF 165
DATE:
04-01-2020
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DATE:
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R-3300B X-124
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m■ m m■ m m■ m■ m m■ m m■ m m■ m m■■ m...........................................................I
m■ m m■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■■ m m■ m m■■ m m■ m m■■ m m■ m m■ m m■■ m m■ m m■ m m■
m o o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o m m o o m m o m m o m m o o m m o o m m o m m o m
m m■ m m■■ m m ..................... m■ m m■ m m■ m m■ m m■ m m■■ m m■■ m m■ m m■ m m■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■ m m■
m.............................. m o m m o m m o o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o o m m o m m o m m o m m o m m o m m o m m o
m m■ m m■ m m■■
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m m■ m m■ m m■■ m m■ m m■ m m■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■ m m■ m m■ m m■ m m■ m m■ m m■ m m■ m m■■ m m■ m m■ m m■ m m■ m m■ m I
m m m m m m m o................. m o o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m I
m o m m o m m o m m o o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o o m m..... m o m m o o m m o m m o o m m o m m o m m o m m
m o m m o m m o m m o m m o m m o o m m o o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o o m m o o m m o m m o m
m......... m o m m o m m o o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o m m o m m
m o m m o m m o m m o o m m o m m o o m m o m m o m m o o m m o m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m
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m o o m m o m m m m
m m■■ E m m m m m m
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m m m m m m m m...........................................................................1
O M M O M M O M M o m m o m m o m m o m m o o m m..........................................................1
m o m m o m m o m m o o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o o m m..... m o m m o o m m o m m o o m m o m m o m m o m m
m o m m o o m m o o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m
m o m m o o m m m m
m m m m m m m m m m m
o o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o o m m o o m m o m m o m m o o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m I
m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o o m m o m m m o m m o m m..... m o m m o o m m o m m o o m m o m m o m m o m m
m o m m o m m o m m o m m o m m o o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o o m m o o m m o m m o m
m o m m o o m m o o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m
m o m m o m m o m m o m m o o m m o o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o
m o m m o o m m m m
m m o m m o m m m m
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o o m m o o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o o m m o o m m o m m o m m o o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m I
o m m o m m o m m o m m o o m............... o m m o m m o o m m o o m m o m m o m m o o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o I
l o o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o m m o o m m o m m o m m o m m o o m m o o m m o m m m o m m o m m..... m o m m o m m o m m o o m m o m m o m m o o m m
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'y �"� / / / / PROJECT REFERENCE NO. SHEET NO.
f Y so zs o so ,00' ® Stantec
/ J / RW SHEET NO.
/ / / SCALE: 1"= 100' Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS
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PROJECT REFERENCE NO.
sa zs' o so' ioo' SHEET NO.®Stantec
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iT 25' 12.5' O 25' SO' PROJECT REFERENCE NO. SHEET NO.
R-33008
F F DENOTES FILL IN DENOTES IMPACTS IN SCALE: 1"=50' DES SHEET NO.
ROADWAY DESIGN HYDRAULICS
WETLAND SURFACE WATER 1 ENGINEER ENGINEER
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DENOTES MECHANIZED DENOTES TEMPORARY DO NOT USE FOR k 6 W ACOMSMON
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DENOTES EXCAVATION oZ DOCUMENT NOT CONSIDERED FINAL
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PERMIT DRAWING
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DATE: 04-01-2020
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120
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100
90
80
70
60
50
40
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20
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20
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SHEET 155 OF 165
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PROJECT REFERENCE NO.
SHEET NO.
ROADWAY DESIGN
ENGINEER
INCOMPLE
00 NOT USE FOR
HYDRAULICS
ENGINEER
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License No. F-0672
SUNGATE DESIGN GROUP, P. ——D
NCCOA No. C-0890
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SEE DETAIL 35B
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
\ SEE SHEET 73 FOR -SR8- PROFILE
PROJECT REFERENCE NO.
SHEET NO.
R-3300B
32
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ROADWAY DESIGN
ENGINEER
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ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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PERMIT DRAWING
SHEET 157 OF 165
DATE: 04-01-2020
DENOTES FILL IN
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PROJECT REFERENCE NO. SHEET NO.
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® Stantec R_33008 1 32
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SCALE: 1"=100' Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS
Sul Jones Franklin Road ENGINEER ENGINEER
\� , /N Suite 300
Raleigh, NC 27606
ss / Tel
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w .stantec.comly
License No. F-0672
LP IE ROBERT WILLIAMS JR.oxes UP, P.1. .ono
DESIGN GROUP, P.A.
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NC COA No.C-0890�
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
584+ 18 to 601 +51-L 1-
ROADWAY FILL
5.436
0.005
0.699
5+13 to 5+71-Y30RPB-LT
0.015
0.016
13+27 to 18+16-Y30RPB-
0.883
0.118
19+30 to 26+02-Y30RPC-
1.190
0.025
0.080
27+65-SR4-
0.004
20+90 to 21+60-SR5-
0.008
0.028
0.027
43+83 to 44+59-Y30DET-LT
0.038
0.003
2
41+43 to 43+15-Y30-RT
ROADWAY FILL
0.141
0.022
43+21 to 44+49-Y30DET-LT
3
609+50 to 618+70-1-1-
ROADWAY FILL
1.754
0.002
0.089
0.210
0.526
0.010
419
36
611 +72 to 611 +91-L 1-RT
1 at 12'x7' RC BC
INLET CHANNEL
0.004
INLET BANK STABILIZATION
33
611+98 to 612+68-L1-LT
OUTLET CHANNEL
0.005
0.015
0.014
56
OUTLET BANK STABILIZATION
38
45+87 to 47+20-Y30-LT
ROADWAY FILL
0.180
0.035
0.024
53+88 to 54+12-Y30-LT
30" RCP OUTLET DITCH
0.013
0.009
0.005
25
54+51 to 56+42-Y30-LT
2 at 66" RCP OUTLET DITCH
0.082
0.019
0.002
91
10
56+99 to 57+43-Y30-RT
ROADWAY FILL
0.008
57+15 to 58+74-Y30DET-
0.149
0.010
0.006
125
13+40 to 19+59-Y30RPA-
1.694
0.045
0.188
0.094
0.011
441
55
TOTALS*:
11.332
1 0.149
1 0.276
1 1.262
1 0.235
1 0.653
1 0.034
1 1078
1 251
1 0
*Rounded totals are sum of actual impacts
NOTES:
Site 2: Total Take
2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
3
15+01 to 15+56-Y30RPA-LT
1 at 12'x7' RCBC INLET CHANNEL
0.020
0.005
0.003
29
12
26+15 to 26+49-SR6-LT
OUTLET CHANNEL
0.005
0.004
14
OUTLET BANK STABILIZATION
14
18+22 to 20+14-Y30RPD-
ROADWAY FILL
0.470
0.064
0.026
0.060
243
19+69 to 20+05-Y30RPD-LT
1 at 12'x7' RCBC INLET CHANNEL
0.004
0.005
25
INLET BANK STABILIZATION
25
18+99 to 19+24-Y30RPD-RT
OUTLET CHANNEL
0.012
OUTLET BANK STABILIZATION
22
4
623+04 to 632+02-1-1-
ROADWAY FILL
1.812
0.131
633+70 to 634+01-1-1-1-7
30" RCP PIPE OUTLET
0.005
5
638+99 to 642+01-1-1-
ROADWAY FILL
0.065
0.085
364
6
641+99 to 643+06-1-1-
ROADWAY FILL
0.121
0.010
355
31
7
645+01 to 666+60-1-1-
ROADWAY FILL
4.805
0.249
0.380
0.606
0.012
1768
52
OUTLET CHANNEL
0.062
OUTLET BANK STABILIZATION
34
18+94 to 20+52-Y38-
ROADWAY FILL
0.072
0.033
0.018
0.112
226
19+83-Y38-RT
3 AT 12'x8' RCBC
0.009
19+38 to 20+09-Y38-LT
INLET CHANNEL
0.007
19+57 to 20+40Y38-RT
OUTLET CHANNEL
0.062
0.008
0.013
0.003
32
10
7.224
0.000
0.456
0.613
0.026
1.002
0.037
3112
144
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
7
18+94 to 19+38-Y38-
ROADWAY FILL
0.033
0.018
11+08 to 12+48-Y38DET-
0.110
0.020
8
673+01 to 673+68-1-1-RT
ROADWAY FILL
0.071
0.012
9
673+18 to 689+67-L1-LT
ROADWAY FILL
0.087
0.041
10
676+64 to 679+37-1-1-
DRAIN POND
0.633
11
695+36 to 695+47-L1-LT
ROADWAY FILL
0.001
12
700+69 to 702+88-1-1-
DRAIN POND
0.416
13
709+67 to 715+63-1-1-
ROADWAY FILL
2.160
0.114
0.063
228
712+83 to 713+95-1-1-RT
2 at 12'x7' RCBC INLET CHANNEL
0.024
0.015
0.022
0.004
78
14
711+78 to 712+35-L1-LT
OUTLET CHANNEL
0.021
0.010
0.003
12
OUTLET STABILIZATION
42
14
724+44 to 725+96-1-1-
ROADWAY FILL
0.100
0.007
724+48 to 724+73-1-1-RT
48" RCP OUTLET STABILIZATION
0.007
17+51 to 18+26-Y31 RPC-
ROADWAY FILL
0.035
0.006
17+57 to 17+87-Y31 RPC-
54" RCP OUTLET STABILIZATION
0.008
TOTALS*:
1 2.318
1 0.110
1 0.078
1 0.211
1 0.020
1 1.284
1 0.020
1 348
1 26
1 0
*Rounded totals are sum of actual impacts
NOTES:
Site 14: JS Non-Mitiable
Revised 2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
15
730+72 to 743+68-1-1-
ROADWAY FILL
4.898
0.060
0.228
15+72 to 22+37-SR7-
1.059
0.014
0.193
15+91 to 16+09-SR7-RT
24" RCP OUTLET CHANNEL
0.012
16
18+25 to 21+01-Y31-RT
ROADWAY FILL
0.066
0.009
18+74 to 21+34-Y31 DET-
0.082
0.024
17
18+38 to 19+05-Y31-LT
ROADWAY FILL
0.002
0.007
26+86 to 28+87-SR7-
0.190
0.030
0.022
18
45+47 to 47+66-SR7-
ROADWAY FILL
0.252
0.043
766+70 to 769+26-1-1-
0.534
0.020
19
769+74 to 854+07-1-1-
ROADWAY FILL
26.807
0.073
3.036
0.254
773
48+38 to 56+57-SR7-
1.002
0.188
14+42 to 29+70-SR8-
0.359
0.055
7+45 to 16+31-Y32RPB1-
2.075
0.156
18+01 to 39+40-Y32-
5.549
0.018
0.340
TOTALS*:
42.793
1 0.082
1 0.207
1 4.297
1 0.024
1 0.254
1 0.000
1 773
1 0
1 0
*Rounded totals are sum of actual impacts
NOTES:
Site 20 Combined with Site 19.
Revised 2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
21
23+66 to 25+54-Y19-
ROADWAY FILL
0.372
0.020
0.014
97
25+09-Y19-
1 AT 8'x6' RCBC
0.013
24+82 to 25+32-Y19-
OUTLET CHANNEL
0.033
0.010
0.009
33
22
10+17 to 12+28-SR5-
ROADWAY FILL
0.209
0.002
0.009
0.007
163
23
603+49 to 604+94-L1-RT
POND
0.279
24
16+83 to 18+03-Y30DET-RT
ROADWAY FILL
0.013
0.012
25
46+69 to 46+76-Y31 DET-RT
ROADWAY FILL
0.001
26
Y19 50+00 RT
Channel Realignment
0.005
0.028
87
27
Y19 51+27 to 53+44
Roadway Fill
0.117
0.046
28
L 279+29 to 286+56 RT
Roadway Fill
0.307
0.085
29
L 283+08 to 283+80 RT
Roadway Fill
0.016
0.003
30
L 301+00 RT
Roadway Fill
0.005
0.001
0.909
0.013
0.048
0.133
0.013
0.445
0.055
347
33
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
31
LLT 320+33 LT
6' X 4' RCBC Extension
0.009
26
LLT 320+33 LT
Channel Realignment (LT)
0.012
0.004
39
19
LLT 320+33 RT
CL. B Rip Rap Pad
0.004
20
LLT 320+33 RT
Channel Realignment (RT)
0.008
0.004
37
16
32
13+45 to 14+89-Y43-LT
DITCH
0.014
TOTALS THIS SHEET
0.000
0.000
0.000
0.014
0.000
0.033
0.008
122
35
0
TOTAL SHEET 160
11.332
0.149
0.276
1.262
0.235
0.653
0.034
1078
251
0
TOTAL SHEET 161
7.224
0.000
0.456
0.613
0.026
1.002
0.037
3112
144
0
TOTAL SHEET 162
2.318
0.110
0.078
0.211
0.020
1.284
0.020
348
26
0
TOTAL SHEET 163
42.793
0.082
0.207
4.297
0.024
0.254
0.000
773
0
0
TOTAL SHEET 164
0.909
0.013
0.048
0.133
0.013
0.445
0.055
347
33
0
TOTALS*:
64.576
0.354
1.065
6.530
0.318
3.671
0.154
5780
489
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

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END TIP PROJECT R-3300A
BEGIN TIP PROJECT R 3304
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SITE 24
GRAPHIC SCALES
50 0 50 100
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PROFILE (HORIZONTAL)
10 0 10 20
11111
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SITE 3
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PENDER COUNTY
LOCATION: NC 417 (HAMPSTEAD BYPASS) FROM SOUTH OF NC 210
TO US-17 NORTH OF HAMPSTEAD
TYPE OF WORK: UTILITY RELOCATES
o END TIP
�2y SITE 35
END TIP PROJECT R 3300B
-LI NORTHERN- STA. 874 + 60.24
PREPARED IN THE OFFICE OF
STANTEC CONSULTING
SERVICES INC.
® Stantec
801 JONES FRANKLIN ROAD,
SUITE 300
RALEIGH, NC 27686
TEL: [phone]
FAX: [phone]
w .stantec.com
License No.: F-0672
RICKY GREENE, PE
CONSULTANT CONTACT #1
LINDA PASS, PE
CONSULTANT CONTACT #2
ROBIN ROCK
CONSULTANT CONTACT #3
SEAL
T.I.P. NCO. SHEET NO.
R-3300B UC-01
PERMIT DRAWING
SHEET 1 OF 23
DATE: 04-01-2020
R 3300B
2+54.76
US 17
SITE 29
SITE 28
PRELIMINARY PLANS
DOCUMENT NOT CONSIDTiRED FINAL
UNTIL ALL SIGNATURES ARE COMFLSTED
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 AWL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
01 TR"N � FAX [phone]
UTILITIES REGIONAL ENGINEER
UTILITIES ENGINEER
UTILITIES AREA COORDINATOR
UTILITIES COORDINATOR

PROJECT REFERENCE NO. SHEET NO.
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SEE SHEET 27 OF 165
PROJECT REFERENCE NO.
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DATE: 04-01-2020
115

DENOTES HAND
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DATE: 04-01-2020

SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA PR JE T REFERENCE NO. SHEET NO.
Stantec
SEE SHEET 50 FOR -Y19- PROFILE ®
R-3300B 33
SEE SHEET 52 FOR -Y20- PROFILE 50' 25' 0 50' 100, RW SHEET NO.
Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS
SEE SHEET 62 FOR -Y32- PROFILE'
SEE SHEET 66 FOR -Y40- PROFILE 88 bill 80Sul1 Jones Franklin Roadte ENGINEER ENGINEER
SEE SHEET 67 FOR -Y41- PROFILE SCALE: 1"=100' Tel.(Soo
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DATE: 04-01-2020
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PROJECT REFERENCE NO.
SHEET NO.
R-3300B
W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
BNCOMP LEE
FE
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DO NOT USE FOR
6 W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 22 OF 23
DATE: 04-01-2020

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
3
23+91 to 26+36-SR6-LT
UTILITY
0.171
19+29 to 22+74-Y30RPD-LT
0.143
10+57 to 13+41-Y30RPD-LT
0.192
52+05 to 56+54-Y30-LT
0.257
17
19+10 to 19+16-Y31-LT
UTILITY
0.060
24
16+77 to 16+97-Y30-RT
UTILITY
0.019
28
289+27 to 286+83-L-RT
UTILITY
0.322
29
293+53 to 293+90-L-RT
UTILITY
0.006
33
219+74 to 220+73-L-RT
UTILITY
0.081
34
34+21 to 34+86-SR6-LT
UTILITY
0.014
35
279+95 to 280+81-L-LT
UTILITY
0.080
281+62 to 283+85-L-LT
0.178
284+33 to 286+01-L-LT
0.147
TOTALS*:
0.000
0.000
0.000
0.000
1.669
0.000
0.000
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
Converting a mature forested area to a maintained corridor= 1.51 AC
2018 Feb