20180002 Ver 1_More Info Received_20180212

I MCADAMS
Date: February 9, 2018
To: Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury Street, Archdale Bldg., 9`h Floor
Raleigh, North Carolina 27604
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ❑ Submittal
❑ Plans ❑ Prints
LETTER OF TRANSMITTAL
FEDERAL EXPRESS
Re: Aqua WSIC Main Extension — River Road
REVISED APPLICATION: Nationwide
Permit 12/GC 4133
Job #: AQU-17000
❑ Statement of Qualifications
® Other Revised GC4133 application
QUANTITY
UNIT
DESCRIPTION
1
Copies
Revised Permit Application Package
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Remarks:
Copy to:
® For review + comment
❑ Other
❑ Other
Signature:
1\4N-
N- N
Kelly Rot / "/
Environmental Consultant
Water Resources + Infrastructure
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

2 MCADAMs NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
February 9, 2018
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury St.
Archdale Bldg. 9th Floor
Raleigh, NC 27604
RE: Nationwide Permit 12/GC 4133 — REVISED APPLICATION
Aqua WSIC Main Extension — River Road
Wilmington, North Carolina
AQU-17000
Dear Ms. Higgins:
On behalf of Aqua North Carolina, Incorporated, we are applying for a Nationwide Permit 12 from the US Army
Corps of Engineers (USACE) and a Water Quality Certification 4133 from the NC Division of Water Resources (DWR)
for proposed impacts to jurisdictional waters associated with the project known as Aqua WSIC Main Extension —
River Road. The study area is located along River Road between Cathay Road and Riverbreeze Road in Wilmington,
North Carolina. The study area lies within a Coastal Area Management Act (CAMA) county; it is, therefore, subject to
the rules and policies of the Coastal Resources Commission (CRC). The following attachments are included as part of
this permit application:
> NC Department of Transportation Blanket Encroachment Agreement (received May 2, 2006)
> Figure 1- USGS Quad — "Carolina Beach"
> Figure 2 - New Hanover County Soil Survey (Sheet: 27)
> Figure 3 - Existing Conditions with aerial imagery
> Figure 4 - Overall Impact Map (2 sheets)
> Figure 4 Impact Map Insets — Insets 1 & 2
> Plan and profile construction drawings (4 sheets)
> Pre -Construction Notification & Supplemental Information
> USACE Wetland Data Forms (1 wetland form,1 upland form)
> USACE Preliminary Jurisdictional Determination (Action ID#: SAW -2017-01516; received July 25, 2017)
PROJECT LOCATION/HABITAT: The proposed project is located along River Road between Cathay Road and
Riverbreeze Road in Wilmington, North Carolina. The study area is approximately 7.6 acres and approximately 3,500
feet long, and lies within an existing NCDOT right of way along River Road. Adjacent land use to the west of River
Road is primarily tidal wetlands with a few scattered residential structures. land use immediately east of River Road
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

9 11
MCADAMS NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
consists of non -tidal wetlands and residential developments. There is a golf course immediately northeast of the
study area.
JURISDICTIONAL FEATURES: The study area is in the Mott Creek — Cape Fear River watershed (HUC 030300050702)
within the Cape Fear River basin. The study area drains west to an adjacent tidal wetland, which then drains directly
to the Cape Fear River, which is designated Class SC. Class SC designates "all tidal salt waters protected for
secondary recreation such as fishing, boating, and other activities involving minimal skin contact; fish and
noncommercial shellfish consumption; aquatic life propagation and survival; and wildlife." The study area is depicted
on both a current U.S. Geological Survey (USGS) map (Figure 1) and the New Hanover County NRCS Soil Survey
(Figure 2). There are no potential stream features mapped within the study area on the USGS or Soil Survey maps;
the USGS map depicts wetlands and tidal flats within and adjacent to the study area.
McAdams staff conducted field investigations on May 11, 2017 with the objective of flagging streams and wetlands
(Waters of U.S.) as defined by the 1987 U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual. Based
on our field investigations, four jurisdictional wetlands were flagged within the study area (Wetlands A, B, C, and D).
Wetland A is classified as palustrine needle -leaved evergreen forested and broad-leaved deciduous scrub -shrub
seasonally flooded (PF04/SS1C), Wetlands B and C are classified as palustrine persistent emergent seasonally
flooded (PEM1R), and Wetland D is classified as palustrine broad-leaved deciduous or needle -leaved evergreen
forested temporarily flooded (PF01/4A), as defined by Cowardin, et al. (1979). Wetland systems designated as
PEM1R are typically hydrologically influenced by tidal fluxes. A total of approximately 1.25 acres of wetlands were
flagged within the study area. In addition to the delineated wetlands, there is a 75 -foot Coastal Area Management
Act (CAMA) Area of Environmental Concern (AEC) buffer established from the mean high water (MHW) elevation.
Wetland systems flagged on the east side (landward side) of River Road and designated as PEM1R are typically
tidally influenced. The 75 -foot AEC buffer was established from tidally -influenced wetland systems located on the
west side (river side) of River Road. The approximate extents of the 75 -foot AEC buffers are shown in Figure 3.
A Preliminary Jurisdictional Determination confirming McAdams' findings was issued by the US Army Corps of
Engineers (USACE) on July 25, 2017 (USACE Action ID: SAW -2017-01516). The study area lies within a CAMA county;
it is, therefore, subject to rules and policies of the Coastal Resources Commission (CRC).
PROPOSED IMPACTS: Aqua North Carolina, Incorporated is proposing to install an eight -inch PVC/HDPE water main
along River Road for the purposes of improved flow distribution by creating a loop within the water distribution
system. The proposed water main will be located within existing North Carolina Department of Transportation
(NCDOT) easements and will be installed via directional bore. The project was designed to minimize impacts to
aquatic resources while achieving the project objectives. Typical construction equipment, such as a long-arm track -
hoe, front end loader, and bush hog will be used.
creating experiences through experience 2 of 4

IM WADAMS NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
TOTAL PROPOSED WETLAND IMPACTS:
Impact Location
Impact Type
Wetland Type
Forested
Impact Area (acres)
Inset 1(temp.)
Excavation (bore pit)
Non -tidal freshwater marsh
Yes
0.007
Inset 2 (temp.)
I Excavation (bore pit)
Tidal freshwater marsh
No
0.011
TOTAL:
0.018 acres
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional Waters of the U.S. have been minimized to the maximum
extent practicable. Proposed impacts to wetlands have been minimized by installing the water line via directional
bore. The proposed impacts are associated with the excavation of two bore pits needed to install the water line. The
excavation of the bore pits will result in 0.007 acre of temporary non -tidal wetland impact, and 0.011 acre of
temporary tidal wetland impact (Figure 4, Insets 1 and 2).
Additionally, there will be impacts to a CAMA Area of Environmental Concern (AEC); a CAMA permit will be obtained
from the NC Division of Coastal Management (DCM) for impacts within the AEC (Figure 4, Inset 2). No impacts to
jurisdictional streams or riparian buffers are proposed.
Excavation will be limited to the area necessary for site preparation. All excavation will occur from high ground, and
the excavated soils will be temporarily stock piled on high ground. Additionally, the soils will be separated with sub
soils in one stock pile and top soil in another. To restore the site, the sub soils will be introduced first, and the top
soil will be placed on top of the sub soils to encourage full and quick restoration. Impacted areas will be returned to
pre -construction elevations and re -vegetated with appropriate vegetation.
MITIGATION: Because there are no proposed permanent impacts to Waters of the U.S., and temporary impacts to
Waters of the U.S. have been minimized, mitigation in the form of avoidance and minimization is proposed.
DIFFUSE FLOW: The proposed project is not located within or adjacent to protected riparian buffers identified within
any of the NC Riparian Buffer Protection Rules. Therefore, a diffuse flow plan is not required for this project.
STORMWATER MANAGEMENT: The project will not result in an increase of impervious surface, thus a stormwater
management plan is not required.
creating experiences through experience 3 of 4

J MCADAMS NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
Consideration of this project is greatly appreciated. If you have any questions or require additional information,
please do not hesitate to contact me at [phone].
Sincerely,
MCADAMS
Kel y Roth
Environmental Consultant
KR/hc
Enclosures
creating experiences through experience 4of4

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASL.EY
GOVERNOR
COUNTIES*AII Counties
UTH11US COORDINATION UNIT
1555 MAILSERVUEMIM RALEIGH NC27699-1555
May 2, 2006
SUBJECT: (Blanket Encroachment Agreement -- Aqua North Carolina, Inc.
ly" 5
I �
i
LYNDO TIPPETT
SIAIF I ARY
Mr. Mike Meyers
Engineering and Compliance Manager -- -
COqua North Carolina, Inc. 4•
P.O. Drawer 4889
Cary, North Carolina 27599 }�
Dear Mr. Meyers:
Attached for your files is a copy of Right ofay Blanket Encroachment Agreement properly
executed. This agreement covers the folio ing:
Installation of underground utilit�r service connections on the Primary and
Secondary Roads Systems in all counties. (Fornytt/W 16.5)
APPROVED SUBJECT TO: Strict Compliance with the Special Provisions of the Agreement.
DW
Attachtnents
cc: Division Engineers
District Engineers
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
UTILITIES COORDINATION UNIT
1555 MAIL SERVICE CENTER
RALEIGH NC 27699-1555
Sincerely,
David West
Encroachment Agent
TELEPHONE: [phone]
Fax: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION Bumow0
1 SOUTH WILMINOTON STREET
RALEIGH NC

I C'UN7Y Oi< (:OUNI'IF S Of
S f A I I OF NOR TH CAROLINA
N PAR71VIEN1 Of TRANSPORIA-TION BLANKET t NCROACHMENT A(--,;RE:EMENI
AND I INDERGROUNF) UTILITY SF RVICF CONNECT IONS
- =- -. - ON PRIMARY ANF) SECUNbARY ROAD SYS II M
THIS AGhFFM[NT, mane and enit rid into this the r„ � day of ('i`Ic y 1p ` 0V -,(10 be wt esn the Deparlflrenl
Of I ransportatl(jn, party of the first part; and t
- -- ---
_ party of the second part,
WITNESSETH:
THAM WHEREAS, the party of the second part desires to install underground service connections on the
right of way of certain public roasts on the State Primary and/or Secondary Road System in the above County or
Counties, North Carolina. arid
WHEREAS, it Is to the material advantage of the party of the second part to effect this encroachment, and
lhr. party of the first part, it) the exercise of authority conferred upon it by statute, is willing to permit the
encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement,
NOW, THEREFORE. IT IS AGREED that the party of the first part hereby grants to the party of the: second
part the right arid privilege to encroach and construct underground service connections in the County or counties
mentioned above, without giving prior notification to the party of the first part, subject to strict compliance to the
following 18 numbered special provisions:
1 1 his Agreement applies only to underground service connections It emanate from a
distribution line, feeder line;, or main line outside highway right of way or from existing
distribution line, feeder line, or main line occupying highway right of way by virtue of an
approved encroachment agreement- Any service connection which is to be owned
and/or installed by any person or firm other than the owner or owner's agent of the
distribution line, feeder line, or main line shall not be included in this Agreement -
2, This agreement applies on all highways except Freeways.
3 No pavement shall be cut. Shoulders stabilized with bituminous material and/or
crushed stone will be considered as pavement,
4. Plowing will be permitted across unpaved roads.
5. Trenching will not be permitted across unpaved roads.
6. No longitudinal installations requiring open -cut or trenching will be allowed.
7 Longitudinal installations up to 500' will be allowed provided the plowing -in method of
installation is utilized.
8 Road crossings by the methods of driving, hacking, or boring holes up through 6" err
diameter will be allowed. Bores in excess of 6" in diameter will require: an
oncroachment agreement approved by the Division Engineer
9 Minimum bury beneath roadways shall be 3 feel, and 2 feet below the bottom of side
dilutios and sidewalks.
10. Highway drainage pipes and culverts are not to be disturbed.
11 No attachment shall be made to bridges or culverts.
12. That the said party of the second part binds and obligates himself to install and
maintain the encroaching facility in such safe and proper condition lhal it will not
intorfere with or endanger travel upon said highway, not obstruct nor interfere with the-
prupw maintenance thereof, 10 reimburse the party of ter first part for the cost incurtud
for any repairs or maintenance to its roadways, and structures necessary due to the
installation and existence of the facilities of the party of the second part, and if at any
time the party of the first part shall require the removal of or changes in the location of
ORM RfVV '16 5
ev July 1, 1677
age 1 of 2

the said facilities, that the said party of the second part binds himself, his successors
and assigns, to promptly remove or alter the said facilities, in order to conform to the
I
aid requirement, without any cost to the party of the first part.
13 It is clearly understood by the party of the second pari that the party of the first part will
assume no responsibility for any damage that may be caused to such facilities. within
the highway right of way limits, in carrying out its construction and maintenance
operations
14. During installation, the party of the second pari shall be responsible for signs, lights,
flagmen and other warning devices for the protection of traffic in conformance with the
latest Manual on Uniform Traffic ggfnttq Qpvi,4ps f rr�jfg and Hiohways and
amendments or supplements thereto. Information as to the above rules and
regulations may bre obtained from the Division Engineer of the party of the first part.
15. That the party of tho second part agrees to restore all areas disturbed during
installation and maintenance to the satisfaction of the Division F,ngineet of the party of
the first part The party of lho second part agrees to exercise every reasonable
precaution during construction and maintenance to prevent eroding of soil, silting or
pollution of rivers, streams, lakes, reservoirs, other water impoundments, ground
surfaces or other property; or pollution of the air. There shall be compliance with
applicable rules and regulations of the North Carolina Division of Environmental
Management, North Carolina Sedimentation Control Commission, and with ordinances
and regulations of various counties, municipalities and other official agencies relating to
pollution prevention and control, When any installation or maintenance operation
disturbs the ground surface and the existing round cover, the party of the second part
agrees to remove and replace the sod or otherwise reestablish the grass cover to meet
the satisfaction of the Division Engineer of the party of the first part.
16. All work is to be completed promptly with a minimum of delay.
17. T hat in the case of noncompliance with the provisions of this agreement by the party of
the second part, the party of the first part reserves the right to stop all work until the
facility has been brought into compliance or removed from the right of way at no cost to
the party of the first part.
18. The party of the first part reserves the right to void this agreement at any time by
submitting written notification to the party of the second part.
R1W (165) Party of the Second Part certifies that this agreement is true and accurate copy of the form
R/W (165) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed in the day ar
year first above written.
DEPARTMENT OF TRANSPORTATION
1
BY.��---)
Y
,!5,icneA,.-e-1e-:v'i AGc v'T
ATTEST OR WITNESS.
(COMAO)
O)
(TYPE NAME AND LE)
Patec 2 of

CONTINyt1 G I�Qc�)9NITYSQNR
Bond 3
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION - HIGHWAY ENCROACHMENT INSTALLATIONS
Amount 5100,000
KNOW ALL MEN BY THESE PRESENTS: that we, , with pdnoipal office at,'U
acK Q�, �G . N 11--, as Principal and the a
c oWratlon orgwind and existing under the laws of the State of GgnMg , with ft ptlnaipal ofilce in the City of
tlnt�,s , as Surety, are hold and firmly bound unto trig Department of Tranttportst)on, an Agency of this State of
Norah Carolina, in the sum of 1100.099, for payment of which we hereby bind ourselves, heirs, executors,
a0ministrmrx's, successors and assigns, firmly by these pmrAnta.
Signed, sealed and dated this 23rd day of fwaM, 2024.
THE CONDITIONS OF THIS Ot31_IGATION IS SUCH THAT, whSMAS the said AQUA bledh Cal2linal Inc,
hareinafter called the PRINCIPAL, agreaa to reimburse the Department of Transportation for any repalm made
nocassary try darrwgo to any roads occasioned by the opawona of the PRINCIPAL.
NOW. THEREFORE, the conditions of this obligation is such that if Me PRINCIPAL shall well And truly
perform and comply with all the dudes and obligations impossa on it, then this obligation shall be null and void:
otherwise in full farce and effecL
This gond N efxec:utad by Ow SUFkM upon the following expmes conditions -
That cher SURETY may, if it shall so elect, cancel this bond by giving $ixty (80) days notice in writing to the
Department of Transportation. Raleigh. North Carotidal, and Chia pond Shall Oe deemed cancelled & the expiration
of amid sixty (60) drays; the SURETY remaining llama, however, subject to all the terms, conditions and provtalona of
this bond. for any act or acts cmm sd by this bond which may have peen committed py the PRINCIPAL up to the
date of such cancellation.
ATTEST -
SEAL
Rhonda Hamilton, Witness
Travelers Casualty and Surety Company of Americf
SURETY
COUNTERSIGNF.Q Q� �Q
FWV
-IN-FACT (TI ) '—
N/A S ly Jo Phillips
BY
111910ENT At3I=NT
PJW (10): Parry of mo Swzind Pan cartrw trot IN apm9wAN la nus Ana accumN copy of ow Wn
RM (180) incarpamilnq ad revioWna to data.
FORM RIW 188
Revised August 1978

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11. USGS; 7.5 MINUTE, QUAD, "CAROLINA BEACH", NORTH CAROLINA; 2002 NATIONAL GEOGRAPHIC SOCIETY
2. LAT: 34.108465 N, LONG: -77.921848 W
NWP12/GC4133 APPLICATION
FIGURE 1. USGS TOPOGRAPHIC VICINITY MAP
AQUA WSIC MAIN EXTENSION CATHAY DRIVE/RIVER ROAD
M (-. ADAM NEW HANOVER COUNTY, NORTH CAROLINA
�iects toren et an s\Wil mington roiects at ay iqure 1 USGS.mxd,, rot
0 1,000 2,000
Feet
1 inch = 2,000 feet
DATE: 12/14/2017
JOB NO: DKE-17150
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11. USGS; 7.5 MINUTE, QUAD, "CAROLINA BEACH", NORTH CAROLINA; 2002 NATIONAL GEOGRAPHIC SOCIETY
2. LAT: 34.108465 N, LONG: -77.921848 W
NWP12/GC4133 APPLICATION
FIGURE 1. USGS TOPOGRAPHIC VICINITY MAP
AQUA WSIC MAIN EXTENSION CATHAY DRIVE/RIVER ROAD
M (-. ADAM NEW HANOVER COUNTY, NORTH CAROLINA
�iects toren et an s\Wil mington roiects at ay iqure 1 USGS.mxd,, rot
0 1,000 2,000
Feet
1 inch = 2,000 feet
DATE: 12/14/2017
JOB NO: DKE-17150
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NOTES:
1. USGS; SOIL SURVEY SHEET 27, NEW HANOVER COUNTY, NORTH CAROLINA
2. LAT: 34.108465 N, LONG: -77.921848 W
0 500 1,000
NWP12/GC4133 APPLICATION Feet
FIGURE 2. NRCS SOIL SURVEY 1 inch = 1,000 feet
AQUA WSIC MAIN EXTENSION CATHAY DRIVE/RIVER ROAD DATE: 12/14/2017
MCA DA M S NEW HANOVER COUNTY, NORTH CAROLINA JOB NO: DKE-17150
DRAWN BY: Toth
rolects toren\ et an s i mington rolects at ay iqure 2 Soils Map.mxd, 12/14/2017 10:19:36AM, rot

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Wetland B t
�— PEM1R
+/- 0.13 AC
aEy
I
t Wetland A
.— PF04/SS1C
+1- 0.45 AC
LEGEND
Proposed 8" Water Main d
Wetlands (+/- 1.25 Ac.)
75 -FT AEC Buffer
Study Area
NOTES:
1) Cape Fear River Basin (HUC 030300050702; Mott Creek -
Cape Fear River watershed).
2) Field Work Completed by McAdams staff on May 11, 2017. Riv eeze Road
-
3) All wetland locations and dimensional limits are approximate.
m-
w Lima
4) Mean High Water (MHW) elevation has not been established;
therefore, the 75 -FT Area of Environmental Concern (AEC)
Buffer is approximate.
5) The USACE issued a Preliminary Jurisdictional
Determination for the Study Area on July 25, 2017 (Action ID#:
�;snc
SAW-2017-01516). 'S w t -e. EE,
tc
0 125 250
Wg
NWP12/GC4133 APPLICATION
Feet
FIGURE 3. EXISTING CONDITIONS WITH AERIAL IMAGERY
1 inch = 250 feet
AQUA WSIC MAIN EXTENSION - RIVER ROAD
DATE: 12/21/2017
MCADAMS
NEW HANOVER COUNTY, NORTH CAROLINA
JOB NO: AQU-17000
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NOTES: 6.The USACE issued a Preliminary Jurisdictional Determination for the study area on July 25, 2017 (Action ID#:
1.AII wetland and stream location work was conducted on May 11, 2017 by McAdams Company. SAW -2017-01516).
2.1-imits of jurisdictional wetlands on the east side of River Road are based on McAdams survey. Limits of tidal 73here are approximately 5.930 acres of 100 -year floodplain and 1.400 acres of 500- year floodplain within the
wetlands on west side of River Road are approximate. study area. There are no floodways within the study area. (NCFIRM Map Number 372031230OK: revised 6/2/2006).
331here are +/- 4.9 ac. of tidal and non -tidal wetlands within and adjacent to the project area. 836tal proposed non -tidal wetland impacts = +/- 0.007 ac. (285 sf).
431here are no jurisdictional streams or riparian buffers within the project area. 9.No impacts to streams or riparian buffers are proposed.
53he proposed water line will be installed by directional bore on the east side of River Road.
"
Proposed Water Line '_r Surveyed Wetland
0 40 80
FIGURE 4A. OVERALL IMPACT MAP
_ ®
— Existing Tree Line Approximate Limits
Feet
1 inch = 80 feet
RIVER ROAD WATER MAIN EXTENSION
of Tidal Wetland
WILMINGTON, NORTH CAROLINA
Edge of Pavement Proposed Wetland Impact
DATE: 2/9/2018
7�C�
M DAMS
NCDOT Right of Way CAMAAEC
JOB NO: AQU-17000
Limits of Disturbance
DRAWN BY:
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Existing tree line , I Proposed water line
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Tidal wetland (surveyed)
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RIVERBREEZE
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NC Center for Geographic Information &Analysis
Non -tidal wetland
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I
Existing edge
>
of pavement
Q
I
LL
Q
I
U
Proposed water line
P
PANEL 3
i
PANEL 4
Esri, HERE, DeLorme,
Mapmylndia,
OpenStreetMap contributors,
and the GIS user community
P
I
I
I
I
I
i
N
I enter for Geographic Information & Analysis
NOTES. 63he USACE issued a Preliminary Jurisdictional Determination for the study area on July 25, 2017 (Action ID#:
1.AII wetland and stream location work was conducted on May 11, 2017 by McAdams Company. SAW -2017-01516).
21imits of jurisdictional wetlands on the east side of River Road are based on McAdams survey. Limits of tidal 7.There are approximately 5.930 acres of 100 -year floodplain and 1.400 acres of 500- year floodplain within the
wetlands on west side of River Road are approximate. study area. There are no floodways within the study area. (NCFIRM Map Number 3720312300K; revised 6/2/2006).
33here are +/- 4.9 ac. of tidal and non -tidal wetlands within and adjacent to the project area. 8.Total proposed non -tidal wetland impacts = +/- 0.007 ac. (285 sf).
43here are no jurisdictional streams or riparian buffers within the project area. 9.No impacts to streams or riparian buffers are proposed.
53he proposed water line will be installed by directional bore on the east side of River Road.
Proposed Water Line Surveyed Wetland
0 40 80
"
FIGURE 413. OVERALL IMPACT MAP
— Existing Tree Line Approximate Limits
®
Feet
1 inch = 80 feet
RIVER ROAD WATER MAIN EXTENSION
of Tidal Wetland
WILMINGTON, NORTH CAROLINA
Edge of Pavement - Proposed Wetland Impact
DATE: 2/9/2018
McATn�/� 1� A
M
NCDOT Right of Way
CAMAAEC
OB NO: AQU-17000
/ /�
Limits of Disturbance
DRAWN BY: roth
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I�
WADAMS
Existing edge
of pavement
ROCKLEDGE RD
Proposed waterline
m
Tidal wetland
(approximate)
INSET 2
CAMA Area of
Environmental
Concern boundary
Limits of disturbance
Existing tree line
1
Tidal wetland impact
+/- 0.011 ac.
Tidal wetland
(surveyed)
NCDOT right of way I
for Geographic Information & Analysis I
FIGURE 4. IMPACT INSET MAPS
RIVER ROAD WATER MAIN EXTENSION
WILMINGTON, NORTH CAROLINA
Wetland Impact Totals:
Non -tidal Wetland Impacts =
+/- 0.007 ac. (285 sf)
Tidal Wetland Impacts =
+/- 0.011 ac. (492 sf)
Total Wetland Impacts =
+/- 0.018 ac (777 so
LEGEND
Proposed Water Line
-- Existing Tree Line
Edge of Pavement
NCDOT Right of Way
aLimits of Disturbance
Surveyed Wetland
®Approximate Limits
of Tidal Wetland
- Proposed Wetland Impact
CAMA AEC
0 20 40
Feet
1 inch = 40 feet
DATE: 2/9/2018
JOB NO: AQU-17000
DRAWN BY: roth
INSET 1
Existing tree line
c
- / Limits of disturbance
Proposed waterline
Non -tidal
<
wetland impact
m
+/- 0.007 ac.
1
Existing edge
( NCDOT right of way
of pavement
I
I Non -tidal wetland
'
I (surveyed)
I
1
NC Center for Geographic Inforrnahon & Analys
I�
WADAMS
Existing edge
of pavement
ROCKLEDGE RD
Proposed waterline
m
Tidal wetland
(approximate)
INSET 2
CAMA Area of
Environmental
Concern boundary
Limits of disturbance
Existing tree line
1
Tidal wetland impact
+/- 0.011 ac.
Tidal wetland
(surveyed)
NCDOT right of way I
for Geographic Information & Analysis I
FIGURE 4. IMPACT INSET MAPS
RIVER ROAD WATER MAIN EXTENSION
WILMINGTON, NORTH CAROLINA
Wetland Impact Totals:
Non -tidal Wetland Impacts =
+/- 0.007 ac. (285 sf)
Tidal Wetland Impacts =
+/- 0.011 ac. (492 sf)
Total Wetland Impacts =
+/- 0.018 ac (777 so
LEGEND
Proposed Water Line
-- Existing Tree Line
Edge of Pavement
NCDOT Right of Way
aLimits of Disturbance
Surveyed Wetland
®Approximate Limits
of Tidal Wetland
- Proposed Wetland Impact
CAMA AEC
0 20 40
Feet
1 inch = 40 feet
DATE: 2/9/2018
JOB NO: AQU-17000
DRAWN BY: roth

rR7E]SIONS
OWNER:
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 2751.
McADAmS
INEMARNY
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rR7E]SIONS
OWNER:
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 2751.
McADAmS
INEMARNY
2905 M-l� =y
D–t—. NoIrth C. '7�
ll� N- C-0293
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SEAL I
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REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.
DIVISION%KPKAQUA
202 MACKENAN COURT
CARY, NC 27511
MCADAMS
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REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.
DIVISION%KPKAQUA
202 MACKENAN COURT
CARY, NC 27511
MCADAMS
b4CADAM
COIFAM,DW.
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EXISTING WATER METER EXISTING FIRER OPTIC UNE
F. I MAIL BOX TREE UNE
-_ PROPERTY LINE SILT FENCE
-LD-LO UMTS OF DISTURBANCE
- - - - - RIGHT-OF-WAY UNE 'IuIIIIiI. SILT FENCE dl7tEi
EDGE OF PAVEMENT
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35 00
OWNER:11""
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
30
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REVISIONS:
OWNER:11""
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
"
MCAnAMS
1H6 JOI'DI 3L MADAM
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AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
MCADAM S
nm jom P. MWADAMS
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09-21-17

O�O� WA
T F9�61
� y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑X Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 4133
1c.
Has the NWP or GP number been verified by the Corps?
X❑ Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑ Yes NNo
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
N Yes NX No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
x❑ Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
X❑ Yes ❑ No
2.
Project Information
2a. Name of project:
Aqua WSIC Main Extension - River Road
2b.
County:
New Hanover
2c.
Nearest municipality / town:
Wilmington
2d. Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NCDOT
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
N/A
3e.
City, state, zip:
N/A
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
0 Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Kelly Roth
5b. Business name
(if applicable):
McAdams Company
5c. Street address:
2905 Meridian Parkway
5d. City, state, zip:
Durham, NC 27713
5e. Telephone no.:
919-361-5000
5f. Fax no.:
919-361-2269
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
N/A (NCDOT right of way)
1 b. Site coordinates (in decimal degrees):
Latitude: 34.108465 Longitude: -77.921848
1c. Property size:
7.58 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Cape Fear River (DWR Index: 18-(71))
2b. Water Quality Classification of nearest receiving water:
SC
2c. River basin:
Cape Fear (HUC 030300050702)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See attached'PCN Supplemental Information'.
3b. List the total estimated acreage of all existing wetlands on the property: 1.25 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 If
3d. Explain the purpose of the proposed project:
The purpose of the project is to install a new water line extension along River Road from Cathay Drive to Riverbreeze Road in Wilmington, NC.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached 'PCN Supplemental Information'.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): George Buchholz (formerly of McAdams)
Agency/Consultant Company:
Other: McAdams
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The USACE issued the attached Preliminary Jurisdictional Determination for the project area on July 25, 2017 (USACE Action ID: SAW -2017-01516).
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes Q No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
X❑ Wetlands ❑ Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Excavation
Non -Tidal Freshwater Marsh
Yes
Corps
0.007
W2 T
Excavation
Tidal Freshwater Marsh
No
Corps
0.011
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.018
2h. Comments:
Temporary excavations will be returned to pre -construction elevations and re -vegetated with appropriate vegetation.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 _
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached 'PCN Supplemental Information'.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached'PCN Supplemental Information'.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
E] Yes Q No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project will not result in an increase of impervious surface, thus a stormwater management plan is not
required.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
ZCoastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
QSession Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
E] Yes
E] No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
© No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project is a single and complete project with appropriate land use control.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Any waste water will be directed into an existing sewer line maintained by New Hanover County.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Z Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See attached 'PCN Supplemental Information'.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ YesX❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Essential Fish Habitat (EFH) Mapper (http://www.habitat.noaa.gov/protection/efh/efhmapper/) was accessed on December 14, 2017.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See attached 'PCN Supplemental Information'.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
This project will be designed to meet FEMA requirements and will be reviewed by the local delegated Floodplain Manager within the City of
Wilmington.
8c. What source(s) did you use to make the floodplain determination?
NCFIRM Map Number 3720312300K (revised 6/2/2006) shows approximately 5.930 acres of 100 -year floodplain and 1.400 acres of 500- year
floodplain within the study area. There are no floodways within the study area.
Kelly Roth
02-09-2018
Applicant/Agent's Printed Name
Date
Ap 'can Ag nt's Signature
(A ent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

� MCADAMS
PCN FORM SUPPLEMENTAL INFORMATION > AQU-17000
NATIONWIDE PERMIT 12/GC 4133
AQUA WSIC MAIN EXTENSION - RIVER ROAD
WILMINGTON, NORTH CAROLINA
Section B. Project Information and Prior Project History
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed project is located along River Road between Cathay Road and Riverbreeze Road in Wilmington, North
Carolina. The study area is approximately 7.6 acres and approximately 3,500 feet long, and lies within an existing
NCDOT right of way along River Road. Adjacent land use to the west of River Road is primarily tidal wetlands with a
few scattered residential structures. Land use immediately east of River Road consists of non -tidal wetlands and
residential developments. There is a golf course immediately northeast of the study area.
The study area is in the Mott Creek — Cape Fear River watershed (HUC 030300050702) within the Cape Fear River
basin. The study area drains west to an adjacent tidal wetland, which then drains directly to the Cape Fear River,
which is designated Class SC. Class SC designates "all tidal salt waters protected for secondary recreation such as
fishing, boating, and other activities involving minimal skin contact; fish and noncommercial shellfish consumption;
aquatic life propagation and survival; and wildlife." The study area is depicted on both a current U.S. Geological
Survey (USGS) map (Figure 1) and the New Hanover County NRCS Soil Survey (Figure 2). There are no potential
stream features mapped within the study area on the USGS or Soil Survey maps; the USGS map depicts wetlands
and tidal flats within and adjacent to the study area.
McAdams staff conducted field investigations on May 11, 2017 with the objective of flagging streams and wetlands
(Waters of U.S.) as defined by the 1987 U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual. Based
on our field investigations, four jurisdictional wetlands were flagged within the study area (Wetlands A, B, C, and D).
Wetland A is classified as palustrine needle -leaved evergreen forested and broad-leaved deciduous scrub -shrub
seasonally flooded (PF04/SS1C), Wetlands B and C are classified as palustrine persistent emergent seasonally
flooded (PEM1R), and Wetland D is classified as palustrine broad-leaved deciduous or needle -leaved evergreen
forested temporarily flooded (PF01/4A), as defined by Cowardin, et al. (1979). Wetland systems designated as
PEM111 are typically hydrologically influenced by tidal fluxes. A total of approximately 1.25 acres of wetlands were
flagged within the study area. In addition to the delineated wetlands, there is a 75 -foot Coastal Area Management
Act (CAMA) Area of Environmental Concern (AEC) buffer established from the mean high water (MHW) elevation.
Wetland systems flagged on the east side (landward side) of River Road and designated as PEM1R are typically
tidally influenced. The 75 -foot AEC buffer was established from tidally -influenced wetland systems located on the
west side (river side) of River Road. The approximate extents of the 75 -foot AEC buffers are shown in Figure 3.
A Preliminary Jurisdictional Determination confirming McAdams' findings was issued by the US Army Corps of
Engineers (USACE) on July 25, 2017 (USACE Action ID: SAW -2017-01516). The study area lies within a CAMA county;
it is, therefore, subject to rules and policies of the Coastal Resources Commission (CRC).
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

� PCN FORM SUPPLEMENTAL INFORMATION > AQU-17000
3e. Describe the overall project in detail, including the type of equipment to be used:
Aqua North Carolina, Incorporated is proposing to install an eight -inch PVC/HDPE water main along River Road for
the purposes of improved flow distribution by creating a loop within the water distribution system. The proposed
water main will be located within existing North Carolina Department of Transportation (NCDOT) easements and will
be installed via directional bore. The project was designed to minimize impacts to aquatic resources while achieving
the project objectives. Typical construction equipment, such as a long-arm track -hoe, front end loader, and bush hog
will be used.
Section D. Impact Justification and Mitigation
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional Waters of the U.S. have been minimized to the maximum extent practicable. Proposed
impacts to wetlands have been minimized by installing the water line via directional bore. The proposed impacts are
associated with the excavation of two bore pits needed to install the water line. The excavation of the bore pits will
result in 0.007 acre of temporary non -tidal wetland impact, and 0.011 acre of temporary tidal wetland impact
(Figure 4, Insets 1 and 2).
Additionally, there will be impacts to a CAMA Area of Environmental Concern (AEC); a CAMA permit will be obtained
from the NC Division of Coastal Management (DCM) for impacts within the AEC (Figure 4, Inset 2). No impacts to
jurisdictional streams or riparian buffers are proposed. Because there are no proposed permanent impacts to
Waters of the U.S., and temporary impacts to Waters of the U.S. have been minimized, mitigation in the form of
avoidance and minimization is proposed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Excavation will be limited to the area necessary for site preparation. All excavation will occur from high ground, and
the excavated soils will be temporarily stock piled on high ground. Additionally, the soils will be separated with sub
soils in one stock pile and top soil in another. To restore the site, the sub soils will be introduced first, and the top
soil will be placed on top of the sub soils to encourage full and quick restoration. Impacted areas will be returned to
pre -construction elevations and re -vegetated with appropriate vegetation.
All slopes shall be graded no steeper than the angle that can be retained by vegetative cover or other adequate
erosion control devices or structures. No material for construction will be placed in wetlands or streams at any time.
All excavated material will be placed landward of the normal pool elevation contour on high ground and confined by
adequate dikes or other retaining structures to prevent erosion and sedimentation into adjacent streams and
wetlands.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation,
as described in the Erosion Control Plan sheets to be reviewed and approved by the NC Division of Land Resources
and/or New Hanover County. All work will take place during dry conditions and can be facilitated from high, non -
jurisdictional, stable ground adjacent to the shoreline. The contractor shall install silt fence, inlet protection,
sediment traps, diversion ditches, tree protection, and other measures as shown on the erosion control plans,
clearing only as necessary to install these devices. All erosion and sediment control measures will be checked for
creating experiences through experience 2 of 3

�� MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > AQU-17000
stability and operation following every runoff producing rainfall, but in no case less than once every week. Any
needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report is
required and will be kept by the owner's representative.
Section F. Supplementary Information
Sd. What data sources did you use to determine whether your site would impact Endangered Species or
Designated Critical Habitat?
The USFWS IPaC web tool (https:Hecos.fws.gov/ipac/) and the NC Natural Heritage Program Data Explorer
(http://ncnhde.natureserve.org/content/map) were accessed on December 14, 2017 to determine if the project
would impact Endangered Species or Designated Critical Habitat. An official species list for the study area was
generated using the USFWS IPaC regulatory review tool. The official species list identified the following as federally
listed species that may occur within the study area: Northern long-eared bat (Myotis septentrionalis), West Indian
manatee (Trichechus manatus), piping plover (Charadrius melodus), red knot (Calidris canutus rufa), red -cockaded
woodpecker (Picoides borealis), American alligator (Alligator mississippiensis), green sea turtle (Chelonia mydas),
hawksbill sea turtle (Eretmochelys imbricate), Kemp's Ridley sea turtle (Lepidochelys kempii), leatherback sea turtle
(Dermochelys coriacea), loggerhead sea turtle (Caretta caretta), magnificent ramshorn (Planorbella magnifica),
Cooley's meadowrue (Thalictrum cooleyi), golden sedge (Carex lutea), rough -leaved loosestrife (Lysimachia
asperulaefolia), and seabeach amaranth (Amaranthus pumilus). There are no critical habitats within the study area.
Based on field inspections, it is believed that no adverse impacts to threatened and endangered species and their
known habitat will occur due to the construction of the proposed project.
7b. What data sources did you use to determine whether your site would impact historic or archeological
resources?
A review of the North Carolina State Historic Preservation Office interactive map (http://gis.ncdcr.gov/hpoweb/),
which shows the locations of properties and districts in Wake County, North Carolina entered in the National
Register of Historic Places, conducted on December 14, 2017 did not reveal any listings within the study area. It is
believed the proposed project will not occur in or near an area that has been designated as having historic or
cultural preservation status by the state, federal, or tribal governments.
creating experiences through experience 3 of 3

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site:r' `? y y: tt' '1 i _ Sampling Date:
"Cit /Count L, 7
Applicant/Owner: A muk ck. StateSampling Point: E l
Investigators); Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): Lat: a . ' Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydro/ isconditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are VegetationR
Soil �, or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil �, or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No� Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
❑ Surface Soil Cracks (66)
Surface Water (At)
❑ True Aquatic Plants (1314)
❑ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
❑ Hydrogen Sulfide Odor (C1)
In Drainage Patterns (610)
Saturation (A3)
® Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (B16)
Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Dry -Season Water Table (C2)
Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
❑ Drift Deposits (83)❑
Thin Muck Surface (C7)
❑Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (D1)
❑ Iron Deposits (B5)
❑Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
❑ Shallow Aquitard (D3)
Water -Stained Leaves (139)
❑ Microtopographic Relief (134)
Aquatic Fauna (613)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes LAI
No ❑ Depth (inches): Q'
Water Table Present? Yes10
No Q Depth (inches): °
❑ '
[Z
Saturation Present? Yes
No Depth (inches): '
Wetland Hydrology
Present? YesNo=
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size. ) % Cover Species? Status
1. ��i �ehl.til T�L � �- -=•s L
2.�i'lii
3.
4.
5.
= Total Cover
50% of total covet 20% of total cover:
Sapling Stratum (Plot size: i2.
)
3.
4
5
Sampling Point: ?y '
Dominance Test worksheet:
Number of Dominant Species "
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species t t�
That Are OBL, FACW, or FAC: V (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x4=
UPL species
x 5 =
Column Totals: (A) (B)
6. Prevalence Index = B/A =
Total Cover Hydrophytic Vegetation Indicators:
50% of total cover: 20% of total cover: El1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 2 - Dominance Test is >50%
1 / J 3 Prevalence Index is s3.0'
2 1 1.- , OA + J' .a=,— ❑ 4 - Morphological Adaptations' (Provide supporting
�.- data in Remarks or on a separate sheet)
3.T_i --4 23LAV L GA �
❑ PrnhlPmatic Hvrlrnnhvtic Vegetation' (Explain)
4
5
= Total Cover
r
50% of total cover: 20% of total cover
Herb Stratum (Plot,size:
3.
5.
6.
7.
8.
9.
10.
11.
= Total Cover
50% of total cover:
t ;t 20% of
total cover:
Woody
Vine Stratum (Plot size:j
)
`O.it
2.
4.
=Total Cover
1
50% of total cover: 20% of total cover:_
numbers here or on a separate sheet.)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
26
Hydrophytic
Vegetation
Present? Yes �6No=
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Profile Description: (Describe to the
Depth Matrix
(inches) Color moi t %
dd
Y�
Sampling Point: w.
!h needed to document the indicator or confirm the absence of indicators.)
Redox Features
Color (moist) % Tvoe Loc Texture a Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 21-ocation: PL=Pore Lining, M=Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
0 Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
D Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147,148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
0 Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (All 0) (LRR N)
] Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF1 2)
Q Depleted Below Dark Surface (A11)
Q Depleted Dark Surface (177)
Q Other (Explain in Remarks)
Thick Dark Surface (Al2)
Q Redox Depressions (F8)
D Sandy Mucky Mineral (S1) (LRR N,
❑ Iron Manganese Masses (F12) (LRR N,
NILRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (IIALRA 148)
wetland hydrology must be present,
Q Stripped Matrix (S6)
Red Parent Material (1721) (MLRA 127,147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No ❑
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

Project/Site:
Applicant/Owner!
Investigator(s): _
WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Y
�'Cit��/County.4 Sampling Date:%
State: Sampling Point: S ' s
Section, Township, Range:
Landform (hillslope, terrace, etc.):
Local relief (concave, convex, none):
Slope (%):
Subregion (LRR or MLRA):
_
Lat: '' y
Long: %oYj
Datum:
Soil Map Unit Name: r ' i i
❑ High Water Table (A2)
NWI classification:
❑ Drainage Patterns (B10)
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes
Are Vegetation Soil �, or Hydrology significantly disturbed.
No (If no, explain in Remarks.)
Are "Normal Circumstances" present?
�j�ff�
Yes LTJ No
Are Vegetation Soil
0, or Hydrology
naturally problematic?
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes= No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required check all that apply)
❑ Surface Soil Cracks (66)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ Sparsely Vegetated Concave Surface (B8)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (C1)
❑ Drainage Patterns (B10)
❑ Saturation (A3)
❑ Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (B16)
❑ Water Marks (61)
❑ Presence of Reduced Iron (C4)
❑ Dry -Season Water Table (C2)
❑ Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
❑ Drift Deposits (63)
❑ Thin Muck Surface (C7)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (D1)
Iron Deposits (B5)
❑Geomorphic Position (D2)
D Inundation Visible on Aerial Imagery (137)
❑ Shallow Aquitard (D3)
Water -Stained Leaves (B9)
❑ Microtopographic ReliefD4)
❑ Test 0I7
❑Aquatic Fauna (B13)
FAC -Neutral (D5)
Field Observations:
Surface Water Present? Yes ,= No
Depth (inches):
Water Table Present? Yes Q No
Depth (inches):
n
Saturation Present? Yes Q No
Depth (inches):
Wetland Hydrology
Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size:; ) % Cover Species? Status
2.
4.
50% of total cover:
Sampling Point:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
_ Prevalence Index worksheet:
ile� = Total Cover
20% of total cover:
Total % Cover of: Multiply by:
OBL 1 -
Sapling Stratum (Plot size: �� )
i r
f .fJ.
1. 71:2 Fst �,t.;�'tb;b��1F' _ a
3. G'j)Cj t 61,_ �✓
1 = Total Cover
50% of total cover: 13 20% of total cover:
Shrub Stratum (Plot size: i )
2. `t'#�L}{-`.4t Lr1t r' r A s - 1T'�—
4.
species x -
FACW species x 2 =
FAC species x 3 =
FACU species _ x4=
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
❑ 1 - Rapid Test for Hydrophytic Vegetation
?(-,2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
❑ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
otal over
Definitions of Five Vegetation Strata:
50% of total cover 4) 20% of total cover: 't Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: approximately 20 It (6 m) or more in height and 3 in.
L4' ri i�trt (7.6 cm) or larger in diameter at breast height (DBH).
2'MAL Sapling - Wood plants, excluding wood vines
r P 9 YP 9 Y
3. approximately 20 ft (6 m) or more in height and less
A than 3 in. (7.6 cm) DBH.
8.
Total Cover �r
50% of total cover: 20% of total cover: G�
Woody Vine Stratum (Plot size: 2.
3.
4.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 It (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
}�
_ = Total Cover Vegetation
50% of total cover: • Q 20% of total cover: 4W ! "w Present?
Remarks: (Include photo numbers here or on a separate sheet.
tt1iJ�
Yes SE] No=
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

Sampling Point: D
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (mgist) %
ou IL
- -I JUL1A
r r
Redox Features
Color (moist) % Tvpe oc Texture Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 'Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
❑ Depleted Matrix (F3)
(MLRA 136,147)
❑ 9 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF1 2)
❑ Depleted Below Dark Surface (A11)
D Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S7) (LRR N,
❑ Iron Manganese Maceec (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes ❑ No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DIS'T'RICT
Action Id. SAW -2017-01516 County: New Hanover U.S.G.S. Quad: NC- Carolina Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Ament: Georee Buchholz
McAdams Company, Inc.
2905 Meridian Parkway
Durham, North Carolina 27713
Size (acres) 7.60 acres
Nearest Waterway Cane Fear River
USGS I IUC 03030005
Nearest Town Wilmington
River Basin Caee Fear
Coordinates Latitude: 34.1084 N
Longitude: -77.9218 W
Location description: The review area is located alone River Road between Cathay Road and Riverbreeze Road,
within an existing DOT easement, near the City of Wilmineton, New Hanover County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
X There appear to be waters, including wetlands, on the above described property, as depicted on the attached exhibit, that
may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344). This preliminary jurisdictional
determination may be used in the pert -flit evaluation process, including determining compensatory mitigation. This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved 1D, which is an appealable action, by contacting
the Corps district for further instruction
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation trust be verified by the Corps.
_
The wetlands on your property have been delineated and the delineation has been verified by the Corps. If you wish to
have the delineation surveyed, the Corps can review and verify the survey upon completion. Once verified, this survey
will provide an accurate depiction of all areas subject to CWA and/or RHA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
identified below. Unless there is a change in the law or our published regulations, this determination may be relied upon
for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Kyle Dahl at 910-251-4469 or
Kyle.J.Dahl(a-)tlsoce.armV.ntil.
c'. Basis For Determination: The enclosed man titled "Wetland Delineation and AEC Buffers; River
Road Water Main Extension" dated 6/5/2017, depicts the approximate geographic extent of potential
waters of the U.S. within the review area.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del ineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit it completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM 15
Atlanta, Georgia 30303-8801
In order for an RI -A to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP
Should you decide to submit an RFA form, it must be received at the above address by N/A
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date: July 25, 2017

NOTIF ICA1 100 OF AIMUNIS1 RA'I INT APPEAL OPTIONS AND PROCESS AND
Applicant: George Buchholz
Attached is:
❑I INITIAL PROFFERED PERMIT
PROFFERED PERMIT (Standar(
❑ PERMIT DENIAL
File Number: SAW -2017-01516 I Date: Jul -v25,201
Standard Permit or Letter of permissi
Permit or Letter of permission)
APPROVED JURISDICTIONAL DETERMINATION
® PRELIMINARY JURISDICTIONAL DETERMINATION
See Section below
A
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at ham://www.usarmy.ntil/Missio ivilWorks/Rep-ulatQryProg:,amandPermits. aspe car
Corns reculations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
13; PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form mast be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This forth
must be received by the division engineer within 60 days of the date of this notice.

F,'; PRE ,IMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary 1D. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SEC 1'10N 11 - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
1lowever, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONAC14R QUESTIUNS OR INFURMA
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: Kyle Dahl
[phone]
Kyle.J. Dah I@,usace.a rmy.m it
IUN.
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room l OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportUnitX to participate in all site investigations.
Date: I Telephone number:
of appellant or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Kyle Dahl, 69 Darlington Ave., Wilmington, NC 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

;0
ME
LEGEND
Study ,area
Proposed 8" Water Main
Wetlands; Total +/- 1.25 AC
75 -FT AEC Buffer
r"
Proposed 8" PVCIHDPE'
Water Main
r =
.. ;
STUDY AREA
11iiii" ilia
�. River Road
Kiri il": •. ;.. ffi �` ���
Wetland C
x
PF0114A
*/ 0.29 AC
NOTES
1) Cape Fear River Basin 030300050702
Mott Creek - Cape Fear River watershed.
2) Field Work Completed May 11, 2017.
3) Wetlands have not been field surveyed by geomatics.
4) All wetland locations and dimensional limits area approximate.
5) Mean High Water (MHW) elevation has not been established.
Therefore, the 75 -FT Areas of Environmental Concern (AEC) Buffer
Wetland C i
�^-- PEM1R
0 38 AC
Rockledge Raad
Wetland t3'
i1 PEM1R
+1- 0.13 AC
ilk
y
Wetland
PF04/SS1G
+J U.45 AC s
I:
t
1' �s
Riverbreeze Road
is approximate as shown on exhiblt. Source. Esri, DiialGiobc , eoCyr Carmsrar Gi.uyrapniCS CNliA�fbus Q5 -J'.-,DA. USGS,AEX.
6) Wetlands have not been verified by the USACE. Getmapping, Aetogrid iGN K;P swi stnpo and 1he GIS User Community
' ' U 125 250
WETLAND DELINEATION & AEC BUFFERS Feet
FIGURE 3. EXISTING CONDITIONS 1 inch = 250 feet
RIVER ROAD WATER MAIN EXTENSION DATE: 6/5/2017
NEW HANOVER COUNTY, NORTH CAROLINA JOB NO: ACLU -17000
DRAWN BY: buchholz
roiects -1 0 torm ctlan s Wilmington Proiectsl aitiay\ IS\AQU1700o_rigure 3 Ex Cand 2mxd.6/5/20171.37A7PM.buc holz