20180002 Ver 1_401 Application Package_20171228

�� MCADAMS
December 22, 2017
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
Aqua WSIC Main Extension — River Road
Wilmington, North Carolina
AQU-17000
Dear Ms. Higgins:
NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
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 non -tidal 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 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)
> Fig. 1- USGS Quad — "Carolina Beach"
> Fig. 2 - New Hanover County Soil Survey (Sheet: 27)
> Fig. 3 - Existing Conditions with aerial imagery
> Fig. 4 - Overall Impact Exhibit (4 sheets)
> Impact Exhibit Insets — Insets 1 & 2
> 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
consists of non -tidal wetlands and residential developments. There is a golf course immediately northeast of the
study area.
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

'J MCADAMS NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
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 the east side of River Road for the purposes of improved flow distribution by creating a loop within the water
distribution system. The site was designed to minimize impacts to aquatic resources while achieving the project
objectives. The proposed project will result in 0.108 acres of temporary non -tidal wetland impact. Additionally, there
will be impacts to a CAMA AEC; a CAMA permit will be obtained from the NC Division of Coastal Management (DCM)
for impacts within the AEC (Figure 3). No stream or riparian buffer impacts will result from this project. 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 3

'J MCADAMS NATIONWIDE PERMIT 12/GC 4133 > AQU-17000
TOTAL PROPOSED WETLAND IMPACTS:
Impact Location
Impact Type
Impact Area (acres)
Inset 1 (temp.)
Fill (water line installation)
0.019
Inset 2 (temp.)
Fill (water line installation)
0.089
TOTAL
0.108 acres
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional Waters of the U.S. have been minimized to the maximum
extent practicable. The River Road water main extension is needed to improve flow distribution by creating a loop in
the water distribution system. Proposed impacts to wetlands have been minimized by keeping the proposed water
line as close to the existing edge of pavement as is practically feasible. The proposed water main will be located
approximately five feet from the edge of pavement of existing roads and within existing North Carolina Department
of Transportation (NCDOT) easements. There is 0.108 acre of proposed temporary non -tidal wetland impacts
associated with the proposed water line extension. Temporary fills will be removed in their entirety and the affected
areas will be returned to pre -construction elevations and re -vegetated with appropriate vegetation. No impacts to
jurisdictional streams or riparian buffers are proposed.
MITIGATION: Because there are no proposed permanent impacts to non -tidal Waters of the U.S., 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.
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
/ fpd-
Environmental Consultant
KR/hc
Enclosures
creating experiences through experience 3 of 3

,��� � � �� � �riJ �.E 5
STATE OF NORTH CAROLINA
DEPARTMENT' OF TRANSPORTATION `� / �� � CI��
MICHAEL F. EASLEV ITPII hrth�C�-�O)�IIVATION L1NIh LYNOO TIPPET!'
Gove�ervOa 1555 MwILSIXVK;ECENfER, RALHC'H I4C 2']699-1555 5¢ca[,inav
May 2, 2006
COUNTIES:�AII Counties
SUBJECT: llacLLcet Encroachment Agreement —Aqua North Carolina, Inc.
Mr. Milc¢ Myers
Engineering and Compliance Manager
aqua North Carolina, Inc.
P.O. Drawer 4859
Cary, North Carolina 2')599
Dear Mr. Mcycrs:
Attached for your FI¢s is a copy of Right of y BlaNcet Encroaclatn¢nt Agreement properly
executed. This agreem¢at covers the Follo ing:
Installation of und¢rground utili rvice co c� ns on the Primary and
Secondary Roads Systems in alt unciea. (Foray W 16.5)
/Ap�PPROVED SUBJECT TO: Stricx Co pliauce witZi�e/Special Provisions of the Agreement.
G�� David West
Encroachment Agent
DW
Attachments
c Division Engin¢¢rs
District Engineers
rvcroe=�a. �ervR orar�AnrvePoarn.�o... F... rv� eie-�aa-nano
. so�..�w.M �.oNs•o vo
ecev ea�T wEas.ra. ww.r•.00...00r.sr.. rE...c. us wn�E�o.. He

AGREEMENT, m to Lhic try
oI Tr neponatlon, party of vM1¢ firer part, antl \
f }�. 2 � n between iha t]epartmam
party of IM1e sace pan.
THAT WHEREAS. [ha partyo of the sacontl part daslfas b install untlafgmund se ce c nnactlons o
hgM of way of cattalo public roads n the States Primary antl/of Secondary Road System ins the above County o
Counties. Nonh Carolina: and r
WHEREAS. It is to ha material ativantaga of [ha party of [ha saaontl part to affect this ancroacbman; a
tbv poarty o£ rhes flrmt part, mttha a aro a of authority oonfarratl uVon It hyo s[saa[a, Is willinog [o permit [ha ntl
enc achmant within Iha limi[a o! [ha'nghi of way as indicated, s bjaat t the contlltlons f this agreamany
NOW, TREREFORE, IT IS AGREED t a[ toes party of [ha first art hereby grants to the party of the a
art the right antl p�i v"Jags to an roach and construct/ untlarground sa tae co a bona In the County or co nT o
antlonatl above, Ivhout givingpcpnnor notlTication to the party of [he first part, subject tp sthd compllanca to [ha s
following l8 n mbarad spacial Nsions:
-1. Tbia Agreamam a orae any m unaargro..na a actions ince a a from a
mao-ibauon rine, s agar roes. o main n a nie�+wav�igm or way ormr on,.a. axlaung
istributlon Ilna, feeder line. o main li cupyin9 hlg M1way right of way by Nrtue of an
appro vada achmant agreement Any sarviae c which is to ba o
and/or Installed by any parson or flim other than the onaction agent o
tlla Vibution Ilna. Teadar ria r main Ilna shall not ba Inclutlatl in Ih ¢ragteamanLn
2. This agreem®nt applies o all 6igbways a Capt Freeways.
3. No pavement shall ba cut^ Sbouldara s bilizad with bituminous matatlal antl/or
rushed a will bac nsldaratl as pavement.
9. Plowing will ba patm¢[ad a unpaved m
6. Trenching will not ba pamr@tatl a r s unpaved roads.
6. No longl[utllnal installations raqu ling open -cut o nchin9 will ba allowetl_
7. Longitudinal lnatalla[ions up fo SDO' will ba allowadrprovldetl [ha plowing -In method of
tauanon is ..wi:aa.
8. Roatl crossings by the mathotls of driving, JaaNing, or boring holes up th ough 6" In
diameter will ba allowed. Bores In axaass of B" in diameter will require an
achmant agreement approved by the Olvison Engineer_
9. Minimum bury baneatn roatlways shall ba 3 1aeL and 2 feat below iha botlom of side
'l o- Hlgbway dtlra61 age PIPes rid c v s are oat to ba diaW rbad.
. No attachment shall ba ma a to bridges o culverts_
'12 That the aald party of the s and pan binda a bligataa hlmsal( to in
in[aln vha a mg Padlily In such ¢afa a roper condltlan gtat i[ will n
Invatfara with o endanger travel upon said highway, n oba[rua[ n varfara whb Illy
props mbu a party of the f15 s[ i ad
ny rapalrsno a to �I[s r always, a cry d
nstallatlon and a of rhes facllitlas of the party oT Iha s wnd part. a tlal£ta any
rima the pany pf the Tlrst part shall require tba removal of or obangas in tfla toter on of
ORM R/W I
age '1 oI2 'IgPP

[ha said facllltlas, tM1al the said party of the s and paft binds himself, his s
nd a sign o promptly r r [M1 order b conform to the
aid requlreman wi[hou ny cast to Itha party of Ina�firsY pa _
13. II is arty undars[pod by [M1a party of tM1a ¢ and part [ha[ tba party of Ina fret part will
tna Mgnway ngnt of way lim�[s, m carrymgtou[ il3amnatructlon and malnt¢nancaw tnln
,q a ^BYron s-allatlon, tba party oT Aa a cond part shall ba rasponslblo for signs, lig M1ts,
flagman and Dinar warning tlavices br 6ra protection of traffic In con(ormanca with [M1a
and
pplamanls thereto. In Formation as [o IM1a above lr ntl
ragulab-onstmay ba obtanatl from iM1a Olvl¢lon Engineer oT tba party oif the Tirsl part -
t6. Tna[ [ba party of lM1s second p a to restore all arose disturbed tlutlng
installation a d malntananca to isfacfon of fYra Division Engineer of tna parry of
tna T ret part. Tna party of lM1a s and ip agrees tc rdsa ¢vary re
precau n during c o prevent a oding o oil�slldng or
Dilution of r s[raams,t�la Ras.dr Dire, otnar water Impountlments, ground
purtacas o otb® property: or pb11ul5on 10( <M1a air. There shall bac mplianca with
plicabla rutas and ra9ulations of Ina Nortn Caro4na Division of Environmental
Management North Carolina Satlimantatlon Control Commisslon, and with ortllnancae
nd ra9uls of v n[ia cipalRia nd o[ha oTfblal age do elating tc
pollution pravantlon anducontrol. WM1en ainy Installation o !nt¢nanc¢ operation
disturb3 the Bround surface and [he a nB m nd c rrtha party of tM1a a
agrees to r antl replace lha sod o o[M1arwisa � tab113h the gree¢ cover to meat
tna s iafa cionp of [M1a Division Engineer of the party o£ the fire[ part_
16_ w �s fo ba tom ¢tad promptly with a minimum of tlelay-
t 9. TM1at In [M1a c oT noncompllanca with tba provisions of [M1la agreement by tna party of
[na s and p rt, tM1a party of the flrmt part re s tba rtBM tb [op all worK unLl tM1e
cill[y has been b Dug M1[ iota compliant¢ or removed hom tba ng M1[ nT way a[ no cost to
Iha party of the first part -
t 8. TM1a party of tM1a Brs[ part reserves the right to void tM1ia a9raamant at any time by
ubmltting written notifca[ion [o [M1a party of [ha second part.
FLW ('166) Party of [ba Second Dart cartl(las that [tits agreement Is tma and accurate copy of tM1a farm
R/W (t65) Inoarpore[Ing all revisions to data_
IN WITNESS WHEREOF, aacM1 of the partle¢ to tM1I¢ apraamant M1as caused tna same tb ba axacutatl in [ha day an
year Tmsl above wtl[tan_
DEPARTMENT OF TRANSPORTATION
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(CO NY)
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(TYPE N ME ANOSITLE)

CaoxTdN if �OG394O909NITY BONG
NORTH CAROLINA DEPARTMENT OF TRAN8PORTATION - HIGHWAY EhICROACHMENT INSTALLATIONS
A:pounc s+no.non
KNOW ALL MEN BY THESE PRESENTBa maa wa, Aoue Poral C=rones . lrin, wlah principal olTica at gj(2
(yenKar+an �ourc r-arv_ NC z>•5t t , M pnneipal aria the a
corporailon Orggnizetl and ISUnq under the laa+n of eha lata oT Conna nwt, wltii Ila prinalpal o(flca in the Ciry oT
yya(y(q�(;, as Surety, aro bald arW Umily bountl unw MO oapgnmwm of Trenaportadnn, an Apancy of Uie Siam IN
North Carolina, in tna sum o/ $n qQ nor[, Tor paymam of wMch ws naraby bind pu[anlvan, halts. executors,
adminiat+atPts, sugClaiinre and assigns. nrmly by thgss presenia.
9lgnad, am+atl antl tlatad rhla �� day of Fau...erv, 20flH.
THE CONOITtONS OF THIS OBLIGiAT1ON /S SUCK/ THAT. whereas tlia said ag�(yo.m tarot na L.,-
nareinaTtar called the PRINCIPAL., egress to refmburaa ilia Oapadmani of Transportation }or mny repalre rnatla
necessary by tlamaga to ant roads oogaaionea bythe oparenona oY ifia PRINClPA4.
NOW. THEREFORE. 0ia conditions d pile oblig®40n is such Uiat tf MO PRINCIPAL a[wll wall M1tl truly
otherwise in fu�il IicpUca aril IaTTaca. upas and obllpatlane ImpaeaC On i[. than this oCaliga6on shall ba null an0 void:
Tnra taona la axocutay by i2W atURETY upon tna Tplbviing axpraaa mM]Iaona_
That ttra SURETY tray. if tt shall eP stat[, uncal tnla band by giving alxty (Sq] dayn npgca in wnTing tP ins
OaPanmrrn[ of TrenaPOHati0ii. Rel®iph. North Carolina. and mia bontl anal) nw doamad canoNlstl a[ ma eiQiiretion
tN said slxq (a0) days, the SURCi'Y reniainiriq IIaMa. lipwwlrar, subJacC to aX Dia netrnn, eondlabrtf and PrevlelOne br
this bond, Ttar any aM a acre covarod by this bond whieai may have boon committed by the PRINGPAL up to the
data of auph onnaellebon.
ATTEST-
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W3 tu0 y'st �i Peggy -Sue DodgE=
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R6oada Hamiltou� WYtness
COLJNTFJ391GNFD
SY: N/A
1pENT AGENT
Aaus Nonh Carel c
N�A/M//E R RINGIPAL
SY: �J /
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fYW (i 6a) :Party of fn0 Sacnnq Pan canifNa +alit PIIS ap(aamarY Ia m<0 anq accu rar0 mlq W VSO (Ptr�
AAY (ifia) incolPOldtlna mtl ravivlm® us GPtO.
FARM R/W tea
R®vtaaq AueHat i9"lB

NOTES:
1. USGS; 7.5 MINUTE, QUAD, "CAROLINA BEACH", NORTH CAROLINA; 2002 NATIONAL GEOGRAPHIC SOCIETY
2. LAT: 34.108465 N. LONG: -77.921848 W
0 1,000 2,000
!U NWP12/GC4133 APPLICATION Feet
FIGURE 1. USGS TOPOGRAPHIC VICINITY MAP 1 inch = 2,000 feet
AQUA WSIC MAIN EXTENSION CATHAY DRIVE/RIVER ROAD DATE: 12/14/2017
MCADAMS NEW HANOVER COUNTY, NORTH CAROLINA JOB NO: DKE-17150
DRAWN BY: roth
X:\Projects\AQU\AQ U-17000\Storm\Wetland s\Wilmington Projects\Cathay\GIS\AQU17000 Fiqure 1 USGS.mxd, 12/14/2017 10:16:43 AM, roth

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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
MCADAMS NEW HANOVER COUNTY, NORTH CAROLINA JOB NO: DKE-17150
DRAWN BY: roth
X:\Projects\AQU\AQ U-17000\Storm\Wetland s\Wilmington Projects\Cathay\GIS\AQU17000 Fiqure 2 Soils Map.mxd, 12/14/2017 10:19:36AM, roth

LEGEND
Proposed 8" Water Main
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.
3) All wetland locations and dimensional limits are approximate.
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#:
Cathay Road
N
Proposed 8" PVC/HDPE
Water Main
STUDY AREA
River Road
Wetland D
PF01 /4A
+/- 0.29 AC
Wetland C
PEM1R
+/- 0.38 AC
Rockledg
Wetland B
PEM1R
+/- 0.13 AC
Wetland A
PF04/SS1C
+/- 0.45 AC
Riverbreeze Road
� T
i
'4
SAW -2017-01516. Source: Esri, DigitalGldbe, �eoEye, Earthstar GeographIII �s, C,NES/Airbus DS, USDA, USGS,
AeroGRID, IGN, and the GIS User Community
!!j
0 125 250
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
DRAWN BY: roth
X:\Projects\AQU\AQU-17000\Storm\Wetlands\Wilmington Projects\Cathay\GIS\AQU17000 Fiqure 3 Ex Cond 404-401.mxd, 12/21/2017 3:48:17 PM, roth

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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
McADAms
THE JOHN R. MCADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
[phone] ■ McAdamsCo.com
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PROJECT NO.
AQU-17000
PLAN &PROFILE
RIVER ROAD, STA. 10+00 THRU STA. 20+50
PROPOSED IMPACTS
LEGEND
0..
FILENAME: AQU17000-P1
CHECIKED BY: MRM
�J MCADAMS
NOTES:
DRA" BY: ABP
HORIZ. SCALE: 1" = 40'
PRINT DATE:
VERT. SCALE: 111 = 4'
DATE: 09-21-17
1. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED ON MAY 11, 2017 BY
MCADAMS COMPANY.
i4 T -P
TRIPLE PINE
2. LIMITS OF JURISDICTIONAL WETLANDS ARE BASED ON MCADAMS SURVEY.
75 FT CAMA AEC BUFFER
OP
PINE
3. THERE ARE +/- 1.543 AC. OF WETLANDS WITHIN AND ADJACENT TO THE PROJECT AREA. THERE
ARE NO JURISDICTIONAL STREAMS OR RIPARIAN BUFFERS WITHIN THE PROJECT AREA.
00
OAK
4. THE USACE ISSUED A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE STUDY AREA ON
EXISTING WETLAND
Fo
EXISTING FIBER OPTIC POLE
JULY 25, 2017 (ACTION ID#: SAW -2017-01516).
S. THERE ARE APPROXIMATELY 5.930 ACRES OF 100 -YEAR FLOODPLAIN AND 1.400 ACRES OF 500-
-rr-
SIGNAGE
YEAR FLOODPLAIN WITHIN THE STUDY AREA. THERE ARE NO FLOODWAYS WITHIN THE STUDY
OVERALL TEMPORARY IMPACT = 0.108 AC
AREA. (NCFIRM MAP NUMBER 3720312300K; REVISED 6/2/2006).
LIGHT POLE
6. PROPOSED WETLAND IMPACTS:
■
NON -TIDAL WETLAND IMPACTS =+/-0.108AC. (4,704 SF)
1 ►j
POWER POLE
7. NO IMPACTS TO STREAMS OR RIPARIAN BUFFERS ARE PROPOSED.
WETLAND C a
PF01 /4A 1
®
WATER METER
et
8. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS, OR OTHER MEASURES
±0.29 AC a
1
®
WILL BE TAKEN TO MINIMIZE SOIL DISTURBANCE.
^
N
WATER VALVE
TEMPORARY FILLS WILL BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS WILL BE
RETURNED TO PRE -CONSTRUCTION ELEVATIONS AND REVEGETATED WITH APPROPRIATE
M04
jv
FIRE HYDRANT ASSEMBLY
19.
VEGETATION.
N/F
1 lyl
�+
BILL CLARK HOMES OF WILMINGTON LLC
8" C900 PVC 1
®
EXISTING WATER METER
I�
I
N/F I
PID:
DB.R0060240PG 06-006-0 0007200 WATER
MAIN
MAIL BOX
,. 'e,DILLARD
PAMELA WEST HAYWOOD L
❑M
I
PID: R07800-006-007-000
20.38 AC
- - - '�
I�IIIII���
SILT FENCE OUTLET
DB. 002388 PG. 000363
0.41 AC
---
5 D
PROPERTY LINE
- - - -
i 10'X10' PIT �\
- - -
RIGHT-OF-WAY LINE
LINE
-
_ _ R.O.W.
- -
- - -
LIMITS OF
\ 1
I 2
_ _
\
_
EDGE OF PAVEMENT
_
PROPERTY
EXISTING
DISTURBANCE (TYP.)
90' BEND
g�
- -
- _ in -
P_- -- QLD
- -
EASEMENT LINE
EX. 8" WATER MAIN. CONTRACTOR;
TO VERIFY SIZE AND LOCATION.
I
��V��®�� SILT FENCE (TYP.)
�
1 �� PUBLIC R�W)
16" STEEL CASING
8" ISOLA�ION VALVE INSET 1
-G-G-G-G-
GAS LINE
I
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\OU
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EX. 6" FORCE MAIN.
JACK DETAIL CASING).
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LOCATION, SIZE, AND MATERIAL
8" C900 PVC
WATER MAIN
30'X10' BORE PIT
8" RESTRAINED DI -
- E.0_P_ - _ - �_
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OF EXISTING FORCE MAIN.
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-
_ - - - - 16+00
- - -��
WATERLINE
EXISTING 90' ELBOW WITH TEE TO
ACCOMMODATE EX. WATER MAINS
AND PROPOSED 8" WATER MAIN. -
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PID: R07800-005-003-000
(88 aym) amo av
I N/F
(TYP.)
PETERS WILLIAM C NANCY C
PID: R07800-005-005-000
DB. 005777PG.
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AQUA NORTH CAROLINA INC
DB. 001052 PG. 000284
\
ISABELLA HOLDING COMPANY LLC
PID: R07800-005-013-000
PID: R07800-005-010-000
7.32 AC
1
DB. 004215 PG. 000384
` +
GRAPHIC
SCALE
DB. 005700 PG. 002531
1.07 AC
1
40 0 20
40 80
17.19 AC
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1 inch =
40 ft.
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30
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10'
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-10
9+50
10+00
11+00 12+00 13+00 14+00 15+00
16+00
17+00
18+00 19+00 20+00
20+50
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
McADAms
THE JOHN R. MCADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
[phone] ■ McAdamsCo.com
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PROJECT NO.
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PLAN &PROFILE
RIVER ROAD, STA. 10+00 THRU STA. 20+50
CONSTRUCTION DRAWINGS
WILMINGTON, NORTH CAROLINA
SHEET NO.
0..
FILENAME: AQU17000-P1
CHECIKED BY: MRM
�J MCADAMS
DRA" BY: ABP
HORIZ. SCALE: 1" = 40'
PRINT DATE:
VERT. SCALE: 111 = 4'
DATE: 09-21-17

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—
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Sr_ S -
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/� 31+00ZEE
LD �� = _ — — — 8" ISOLATION VALVE
LEGEND
OVERALL TEMPORARY IMPACT = 0.108 AC 9• TEMPORARY FILLS WILL BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS WILL BE GRAPHIC SCALE
RETURNED TO PRE -CONSTRUCTION ELEVATIONS AND REVEGETATED WITH APPROPRIATE 40 0 20 40 80
VEGETATION.
1 inch = 40 ft.
RIVER ROAD WATER MAIN
30 30
20 20
10 10
/jjDGE OF
AVE EN
E ISTI G WATER
EX. 18' CP
3' MIN COVER
24" MIN.
5' END
" ISOLATION VALVE
-10 -10
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50
TRIPLE PINE
PINE
OAK
EXISTING FIBER OPTIC POLE
SIGNAGE
LIGHT POLE
POWER POLE
WATER METER
WATER VALVE
FIRE HYDRANT ASSEMBLY
EXISTING WATER METER
MAIL BOX
SILT FENCE OUTLET
PROPERTY LINE
RIGHT—OF—WAY LINE
EDGE OF PAVEMENT
EASEMENT LINE
GAS LINE
OVERHEAD UTILITY
UNDERGROUND ELECTRIC
TELEPHONE
WATERLINE
WATER SERVICE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIBER OPTIC LINE
EXISTING FORCE MAIN
TREE LINE
SILT FENCE
LIMITS OF DISTURBANCE
FINAL DRAWING - NOT ]RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.!!j
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
McADAms
1T�JOHN R.MCADAMS
coMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C -o293
[phone] ■ McAdamsco.com
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AQU-17000
PLAN &PROFILEAQUA
RIVER ROAD, STA. 20+50 THRU STA. 31+50
CONSTRUCTION DRAWINGS
WILMINGTON, NORTH CAROLINA
�_ - - - LD LD—-'-��"- - -c
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FILENAME: AQU17000-P1
EXISTING
CHECKED BY: MRM
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HORIZ. SCALE: 1" = 40'
PRINT DATE:
TRIMER ROAD
VERT. SCALE: 1„ — 4,
I=
DATE: 09-21-17
(100' PUBLIC R/W)
SILT FENCE OUTLET
a
(TYP.)
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NOTES:
J
1. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED ON MAY 11, 2017 BY
PID: R07800-005-072-000
MCADAMS COMPANY.
1
—w
w M
DB. 005898 PG. 000349
15.27 AC
2. LIMITS OF JURISDICTIONAL WETLANDS ARE BASED ON MCADAMS SURVEY.
1 1"�
ss
ss
I
Z
3. THERE ARE +/- 1.543 AC. OF WETLANDS WITHIN AND ADJACENT TOTHE PROJECT AREA. THERE
1 O
FO
FO
ARE NO JURISDICTIONAL STREAMS OR RIPARIAN BUFFERS WITHIN THE PROJECT AREA.
I I
WILKINS RICHARD EF REV TRUST EfAL
4. THE USACE ISSUED A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE STUDY AREA ON
'
PIDB. R00595807800-005-002-000
°
05 002
JULY 25, 2017 (ACTION ID#: SAW -2017-01516).
I
07800
0
P R 0 P 0 S E D IMPACTS
5. THERE ARE APPROXIMATELY 5.930 ACRES OF 100 -YEAR FLOODPLAIN AND 1.400 ACRES OF 500-
1
—SF —SF
SF
5.19 AC
YEAR FLOODPLAIN WITHIN THE STUDY AREA. THERE ARE NO FLOODWAYS WITHIN THE STUDY
1
LD
LD
AREA. (NCFIRM MAP NUMBER 3720312300K; REVISED 6/2/2006).
75 FT CAMA AEC BUFFER
6. PROPOSED WETLAND IMPACTS:
1 0
I
NON-TIDALWETLAND IMPACTS= +/-0.108AC. (4,704SF)
0
7. NO IMPACTS TO STREAMS OR RIPARIAN BUFFERS ARE PROPOSED.
(ss aver) arra onr
1 1
EXISTING WETLAND
8. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS, OR OTHER MEASURES
1 1
WILL BE TAKEN TO MINIMIZE SOIL DISTURBANCE
OVERALL TEMPORARY IMPACT = 0.108 AC 9• TEMPORARY FILLS WILL BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS WILL BE GRAPHIC SCALE
RETURNED TO PRE -CONSTRUCTION ELEVATIONS AND REVEGETATED WITH APPROPRIATE 40 0 20 40 80
VEGETATION.
1 inch = 40 ft.
RIVER ROAD WATER MAIN
30 30
20 20
10 10
/jjDGE OF
AVE EN
E ISTI G WATER
EX. 18' CP
3' MIN COVER
24" MIN.
5' END
" ISOLATION VALVE
-10 -10
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50
TRIPLE PINE
PINE
OAK
EXISTING FIBER OPTIC POLE
SIGNAGE
LIGHT POLE
POWER POLE
WATER METER
WATER VALVE
FIRE HYDRANT ASSEMBLY
EXISTING WATER METER
MAIL BOX
SILT FENCE OUTLET
PROPERTY LINE
RIGHT—OF—WAY LINE
EDGE OF PAVEMENT
EASEMENT LINE
GAS LINE
OVERHEAD UTILITY
UNDERGROUND ELECTRIC
TELEPHONE
WATERLINE
WATER SERVICE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIBER OPTIC LINE
EXISTING FORCE MAIN
TREE LINE
SILT FENCE
LIMITS OF DISTURBANCE
FINAL DRAWING - NOT ]RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.!!j
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
McADAms
1T�JOHN R.MCADAMS
coMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C -o293
[phone] ■ McAdamsco.com
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PLAN &PROFILEAQUA
RIVER ROAD, STA. 20+50 THRU STA. 31+50
CONSTRUCTION DRAWINGS
WILMINGTON, NORTH CAROLINA
SHEET NO.
0..
FILENAME: AQU17000-P1
CHECKED BY: MRM
X111 MCADAMS
J
DRAWN BY: ABP
HORIZ. SCALE: 1" = 40'
PRINT DATE:
VERT. SCALE: 1„ — 4,
DATE: 09-21-17

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— PID: R07800-006-024-00069PG.00367
AC oj
N/F — — _ DB. 006039 PG. 000367 8"C900 PVC
BULLIN PATRICIA M 12.78 AC WATER MAIN F•�•1
PID: R07819-002-001-0012
' DB. 00991 PG. 003006 - - -- - - - ---_
1.62 AC
— SF SF t00 — LD LD— --m ---------- ZD
SF SF - 4+00 _ -�� - -- - - INSET 2 TT��
3 00 — _ — — — _ — —LD — LD
■ — _��_ — — — —� LD _ — — — — — �O
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La
EXISTING
RIVER ROAD
SILT FENCE (TYP.) (60' PUBLIC R/W)
I r�
LIMITS OF
DISTURBANCE (TYP.) _ - _ R.O.W. _ _ - - - - - - I I■•�
0
LEGEND `b
m , I
N/F N/F 14 T -P TRIPLE PINE
CAMA AEC BUFFER ROGERS LUTHER T III TAMMY ROGERS LUTHER T III TAMMY '
PID: R07800-005-068-000 Im PID: R07800-005-069-000 18 P PINE — — EASEMENT LINE
DB. 00598 C
78PG. 002685 I DB. 005978 PG. 002685 '
1.20 AC
31,0 OAK—G—G—G—G— GAS LINE N F
' NOTES: Fc EXISTING FIBER OPTIC POLE OU OU DRIFTWOOD GROUPPROPERTIES LLC
OVERHEAD UTILITY PID: R07800-005-071-000
1. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED ON MAY 11, 2017 BY DB. 005898 PG. 000349
' N/F' MCADAMS COMPANY. -� SIGNAGE UE UE UNDERGROUND ELECTRIC 1.71 AC H
DRIFTWOOD GROUP PROPERTIES LLC 0
PID: R07800-005-072-000 2. LIMITS OF JURISDICTIONAL WETLANDS ARE BASED ON MCADAMS SURVEY.* LIGHT POLE—T—T—T—T— TELEPHONE
DB. 005898 PG. 000349 3. THERE ARE +/- 1.543 AC. OF WETLANDS WITHIN AND ADJACENT TO THE PROJECT AREA. THERE
15.27 AC ARE NO JURISDICTIONAL STREAMS OR RIPARIAN BUFFERS WITHIN THE PROJECTAREA. I r!, POWER POLE WATERLINE
4. THE USACE ISSUED A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE STUDY AREA ON WATER SERVICE LINE
JULY 25, 2017 (ACTION ID#: SAW -2017-01516). 0 WATER METER
—w w w EXISTING WATER UNE
' 5. THERE ARE APPROXIMATELY 5.930 ACRES OF 100 -YEAR FLOODPLAIN AND 1.400 ACRES OF 500-N WATER VALVE
YEAR FLOODPLAIN WITHIN THE STUDYAREA. THERE ARE NO FLOODWAYS WITHIN THE STUDY PROPOSED IMPACTS ss ss EXISTING SEWER LINE 0
AREA. (NCFIRM MAP NUMBER 3720312300K; REVISED 6/2/2006). FIRE HYDRANT ASSEMBLY FII FII EXISTING FORCE MAIN
6. PROPOSED WETLAND IMPACTS: EXISTING WATER METER FO FO EXISTING FIBER OPTIC LINE (Se avv) acus ON
' NON -TIDAL WETLAND IMPACTS =+/-0.108AC.(4,704SF) I I 75 FT CAMA AEC BUFFER
' 7. NO IMPACTS TO STREAMS OR RIPARIAN BUFFERS ARE PROPOSED. u O MAIL BOX TREE LINE
8. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS, OR OTHER MEASURES - - —SF SF SF — SILT FENCE
WILL BE TAKEN TO MINIMIZE SOIL DISTURBANCE. EXISTING WETLAND PROPERTY LINE GRAPHIC SCALE
LD LD LIMITS OF DISTURBANCE 40 0 20 4o so
9. TEMPORARY FILLS WILL BE REMOVED IN THEIR ENTIRETY AND THE AFFECTEDAREAS WILL BE - - — RIGHT—OF—WAY LINE
RETURNED TO PRE -CONSTRUCTION ELEVATIONS AND REVEGETATED WITH APPROPRIATEOVERALL TEMPORARY IMPACT = 0.108 AC �IIIIIIIi' SILT FENCE OUTLET
VEGETATION. — — EDGE OF PAVEMENT
1 inch = 40 ft.
RIVER ROAD WATER MAIN
30 30
20 20
10 10
EXISTING, WATER
— — 3 MIN. COVER
0 0
8t ISOLATION VALVE
(IYP.)
-10 -10
Ll
31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 42+50
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
AQUA NORTH CAROLINA INC.
�
EASTERN DIVISION
202 MACKENAN COURT
CARY, NC 27511
THE JOHN R MCADAMS
COMPANY INC.
,
2905 Meridian Parkway
Durham, North Carolina 2771P�_V
License No.: C-0293
[phone] ■ McAdamsCo.com
MCADAMS
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AQUA
CONSTRUCTION DRAWINGS
WILMINGTON NORTH CAROLINA
SHEET N0.
P-3
.
FILENAME: AQU17000-P1
CHECKED BY: MRM
J
.J MCADAIVIs
DRAWN BY: ABP
HORIZ. SCALE: » _
1 4o
PRINT DATE:
VERT. SCALE: 1 �� = 4'
DATE: 09-21-17

v
U
Z
C
a
d
a
a
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
AQUA NORTH CAROLINA, INC.
EASTERN DIVISION
202 MACKENAN COURT
C ARY, NC 27511
THE JOHN R. MCADAMS
COMPANY, INC.
!!j 2905 Meridian Parkway
Durham, North Carolina 27713�
License No.. C-0293
'1, 733-5646 ■ McAdamsCo.com
MCADAMS
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PROJECTSHEET
AQU-17000
PLAN &PROFILE
RIVER ROAD STA. 42+50 THRU STA. 46+00
,
AQUA
CONDUCTION DRAWINGS
WILMINGTON, NORTH CAROLINA
NO.
P - 4
FILENAME: AQU17000—P1
CHECKED BY: MRM
J MCADAMS
DRAWN BY: ABP
L
HORIZ. SCALE: �� _
1 40
PRINT DATE:
VERT. SCALE. >
1 = 4
DATE:
09-21-17

10'X10' RECEIVING PIT
-- I
NOTES:
1. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED ON MAY 11, 2017 BY
MCADAMS COMPANY.
2. LIMITS OF JURISDICTIONAL WETLANDS ARE BASED ON MCADAMS SURVEY.
3. THERE ARE +/- 1.543 AC. OF WETLANDS WITHIN AND ADJACENT TO THE PROJECT AREA. THERE IJ
/
ARE NO JURISDICTIONAL STREAMS OR RIPARIAN BUFFERS WITHIN THE PROJECTAREA. 1
4. THE USACE ISSUED A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE STUDY AREA ON I I
JULY 25, 2017 (ACTION ID#: SAW -2017-01516).
S. THERE ARE 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 I
AREA. (NCFIRM MAP NUMBER 372031230OK; REVISED 6/2/2006). 1
6. PROPOSED WETLAND IMPACTS: I IC
NON -TIDAL WETLAND IMPACTS = +/- 0.108 AC. (4,704 SF)
7. NO IMPACTS TO STREAMS OR RIPARIAN BUFFERS ARE PROPOSED.
8. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS, OR OTHER MEASURES
WILL BE TAKEN TO MINIMIZE SOIL DISTURBANCE.
9. TEMPORARY FILLS WILL BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS WILL BE I
RETURNED TO PRE -CONSTRUCTION ELEVATIONS AND REVEGETATED WITH APPROPRIATE
VEGETATION. ^I
I
PROPOSED IMPACTS
D75 FT CAMA AEC BUFFER
EXISTING WETLAND
8" C900 PVC
WATER MAIN
LIMITS OF DISTURBANCE
WETLAND IMPACT 1
WETLAND C - TEMPORARY
±0.019 AC
EXISTING TREE LINE
CAMA AEC BUFFER
TEMPORARY WETLAND IMPACT 1 = 0.019 AC
(WETLAND C)
— SILT FENCE/LIMITS OF
DISTURBANCE
WETLAND C
PF01/4A
±0.29 AC
a
z
i
INSET 1
PROJECT NO. AQU-17000
L
AQUA'1SiE JOHN R McADAMS
FILENAME: AQU17000-FIG4.DWG '� COMPANY, INC.
n Meridian _
'
l7 SCALE: STREAMS AND WETLAND IMPACT MAP Durham5 North Carolina 227715
1 "=40
WILMINGTON, NORTH CAROLINA /� [phone]*—
License No.: G
�, DATE: 12-20-17 MCADAMS DAMS

8" C900 PVC
WATER MAIN
EXISTING TREE L
WETLAND IMPACT 2
WETLAND A — TEMF
±0.089 AC
LIMITS OF DISI
(TYP.)
m m � �
MATCH
DINE - SEE
MATCH LINE
m m m m m m
=NCE/LIMITS OF DISTURBAN(
JD A
SS1C
AC
8" 0900
WATER M
EXISTING TREE L
WETLAND IMPACT 2
WETLAND A — TEMF
±0.089 AC
m � � m m � m
THIS SHEET
NOTES:
1. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED ON MAY 11, 2017 BY
MCADAMS COMPANY.
2. LIMITS OF JURISDICTIONAL WETLANDS ARE BASED ON MCADAMS SURVEY.
3. THERE ARE +/- 1.543 AC. OF WETLANDS WITHIN AND ADJACENT TO THE PROJECT AREA. THERE
ARE NO JURISDICTIONAL STREAMS OR RIPARIAN BUFFERS WITHIN THE PROJECT AREA.
4. THE USACE ISSUED A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE STUDY AREA ON
JULY 25, 2017 (ACTION ID#: SAW -2017-01516).
S. THERE ARE 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. (NCFIRM MAP NUMBER 3720312300K; REVISED 6/2/2006).
6. PROPOSED WETLAND IMPACTS:
NON -TIDAL WETLAND IMPACTS = +/- 0.108 AC. (4,704 SF)
7. NO IMPACTS TO STREAMS OR RIPARIAN BUFFERSARE PROPOSED.
8. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS, OR OTHER MEASURES
WILL BE TAKEN TO MINIMIZE SOIL DISTURBANCE.
9. TEMPORARY FILLS WILL BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS WILL BE
RETURNED TO PRE -CONSTRUCTION ELEVATIONS AND REVEGETATED WITH APPROPRIATE
VEGETATION.
SEE THIS SHEET
� � m m m
A
C
PROPOSED IMPACTS
75 ET CAMA AEC BUFFER
EXISTING WETLAND
TEMPORARY WETLAND IMPACT 2 = 0.089 AC
(WETLAND A)
INSET 2
/1VV MV I/VVV Y
MWV I/VVV-fl
L
PROJECT NO. AQU-17000
AQUA
IJ
1 COMPS
FILENAME:
AQU17000—FIG4.DWG
INC.
`
IY
S REAlr1S AND NVEnAND IMPACT MAP
2905 Meridian Parkway
Durham, North Carolina 2771$
SCALE:
»=50�
1
Vl
WILMIINGMN NORTH CAROLINA
'
MCADAMS
csool 7 License_No.: �aa2n9,s'.7
DATE: 12-20-17

O� W A t ,:
IMcti
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Q0 61
0
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
A.
1.
Pre -Construction Notification (PCN) Form
Applicant Information
Processing
1a.
Type(s) of approval sought from the Corps.X❑
Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 4133
1 c.
1 d.
Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
N 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:
❑ Yes NX No
For the record only for Corps Permit:
❑ Yes ❑X No
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.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
X❑ Yes ❑ No
1 h.
2.
Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑X Yes ❑ No
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: X❑ 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
919-361-5000
5e. Telephone no.:
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
1 a.
Property identification no. (tax PIN or parcel ID):
N/A (NCDOT right of way)
1 b.
Site coordinates (in decimal degrees):
ILatitude: 34.108465 Longitude: -77.921848
1 c.
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 0 Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
Comments:
_
ro'ect (includingall prior phases) in the past.
4b.
If the Corps made the jurisdictional determination, what type 0 Preliminary ❑ Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): George Buchholz (formerly of McAdams) Other: McAdams
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The
USACE issued a 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 ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans .-_................
6a.
Is this a phased project? f ❑ Yes 0 No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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. 2b. 2c. 2d. 2e. 2f.
%AInfl-4 i ­ nn T-. of imnonf T� - of ,e flo 4 r= rc fo 1 T—n of inricrlir firm A rco of
......... .. .... r...... . J r... -,... � r....... " r... -,......... � .. . ............. .� , - _. I.................. ...... ..
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Temporary T
W1 T
Fill
Non -Tidal Freshwater Marsh
Partially
Corps
0.019
Fill
Choose one
W2 T
Non -Tidal Freshwater Marsh
Partially
Corps
0.089
W3 -
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: 0.108
2h. Comments:
The imnAr:ta.d Wetlands included forested And non -forested areas. The. forested portlonn Qf the WP.tlAnds Are- Rlvrrinr nwAmp rnre.tt And the non -
forested portions are Nun -tidal Freshwater Marsh. Figure 4 (Overall Impacts Map) and Insets 1 and 2 show the location of the tree line. Temporaryfills
will ha ramnvAd in thwir wntiraty anti tha affAntad aroa& will hw rattirnRd to pra rnnOnirtinn Alwvntinm and rw vAgetatArl with appropriate vagwtatinn
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. 3b. 3c. 3d. 3e. 3f. 3g,
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) 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 individuall list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
TemporaryL
01
Choose one
Choose
02 -
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. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (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 im acts 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. 6c. 6d. 6e. 6f, 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent (P) or required? (square (square
Tempora (T) feet) feet
B1
Yes/No
B2
Yes/No
Yes/No
B3
B4 -
Yes/No
B5 -
Yes/No
Yes/No
B6 -
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

Page 6 of 10
PCN Form — Version 1.4 January 2009
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. Soecificallv describe measures taken to avoid or minimize the nronosed impacts throunh construction techninues
v
See attached 'PCN Supplemental Information'.
2. Compensatory Mitigation for Impacts to Waters of the
U.S. or Waters of the State
❑ Yes X❑ No
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ DWQ ❑ Corps
❑ Mitigation bank
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one 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?
❑ Yes ❑X 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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
Zone 2
3 (2 for Catawba)
1.5
1 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
1a.
Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑X 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 re uire a Stormwater Management Plan?
❑ Yes ❑X 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
rprtifiprl I nr_al rnvprnmpnf Sfnrmwafar RaviPw
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
OCoastal counties
❑HQW
4a.
Which of the following state-implemented stormwater management programs apply
❑ORW
(check all that apply):
❑X Session 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)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
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
(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
letter.)
Comments:
❑X Yes ❑ No
❑ Yes ❑X No
❑ Yes ❑ No
2. Violations (DWQ Requirement)
i
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)? l
2b. Is this an after -the -fact permit application? 1 ❑Yes X❑ 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 ❑ 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 and stormwater measures in place for specific areas which
require them.
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 ❑X Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
5d- What data snurnps dirt vnu uca to rtatPrminP whathar vnur city wnidd imnnrt Fnriannarari Rnariac nr rlacinnatari r xtiral
Habitat?
See attached 'PCN Supplemental Information'.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this projcct occur in or near an arca de3ignated as essential fish habitat? I ❑ Yes ❑X 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 n Yes XX 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?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
This project will be designed to meet FEMA requirements and 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 studv area. There are no floodways within the studv area.
Kelly Roth
Applicant/Agent's Printed Name
-ArZ& lh�fllk
(A eAppli t/Agent's ISignature
nVs sign ure is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
12-22-2017
Date

'J 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
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).
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

'J MCADAMS 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 the east side of
River Road for the purposes of improved flow distribution by creating a loop within the water distribution system.
The site was designed to minimize impacts to aquatic resources while achieving the project objectives. The proposed
project will result in 0.108 acres of temporary non -tidal wetland impact. Additionally, there will be impacts to a
CAMA AEC; a CAMA permit will be obtained from the NC Division of Coastal Management (DCM) for impacts within
the AEC (Figure 3). No stream or riparian buffer impacts will result from this project. 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
1a. 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. The River Road
water main extension is needed to improve flow distribution by creating a loop in the water distribution system.
Proposed impacts to wetlands have been minimized by keeping the proposed water line as close to the existing edge
of pavement as is practically feasible. The proposed water main will be located approximately five feet from the
edge of pavement of existing roads and within existing North Carolina Department of Transportation (NCDOT)
easements. There is 0.108 acre of proposed temporary non -tidal wetland impacts associated with the proposed
water line extension. Temporary fills will be removed in their entirety and the affected areas will be returned to pre -
construction elevations and re -vegetated with appropriate vegetation. No impacts to jurisdictional streams or
riparian buffers are proposed. Because there are no proposed permanent impacts to non -tidal Waters of the U.S.,
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.
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
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.
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.
Excavation will be limited to the area necessary for site preparation; all excavated material will be placed and
retained on high ground above the flood pool elevation. 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.
creating experiences through experience 2 of 3

M MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > AQU-17000
Section F. Supplementary Information
5d. 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://ecos.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

Prolect/Site: _p
Applicant/Owner:
Investigator(s): _
WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Landform (hillslope, terrace, etc.):
Subregion (LRR or MLRA):
Soil Map Unit Name:i
(/ 1Sampling Date: S%I l
State:_ Sampling Point:ppv
Local relief (concave, convex, none):
Slope (%):
Let: im I ) ` 42 uV Long: ' 'MiA I 1/.i1 Datum:
NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No 11 (If no, explain in Remarks.) t�t
Are Vegetation u Soil �, or Hydrology J� significantly disturbed? Are "Normal Circumstances" present? Yes r w No =
Are Vegetation= Soil �, or Hydrology Q naturally problematic? (If needed, explain any answers in Remarks.l/ _
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No IJ Is the Sampled Area
Hydric Soil Present? Yes I-II No= within a Wetland? Yes � No 0
t Y L
Wetland Hydrology Present? Yes No fL
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two repuired)
Primary Indicators (minimum of one is reouired: check all that apply)
❑ Surface Soil Cracks (B6)
Surface Water (Al)
❑ True Aquatic Plants (B14)
❑ Sparsely Vegetated Concave Surface (BS)
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 (B1)
❑ 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 (B3)
❑ 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 (B7)
❑ Shallow Aquitard (D3)
Water -Stained Leaves (B9)
❑ Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5) Zj
Field Observations:
Surface Water Present? Yes
I
No Q Depth (inches): as
Water Table Present? Yes
Saturation Present? Yes
No Q Depth (inches):
No= Depth (inches): L
Wetland Hydrology Present? Yes No
includes cap Ilary 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.
Sampling Point:_
Tree Stratum
Absolute Dominant Indicator
size: 3a % Cover Species) Status
Dominance Test worksheet:
(Plot
1.
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
2.
3.
AC 4 *406—
Total Number of Dominant ►'�
Species Across All Strata: 1
_ D (B)
4.
Percent of Dominant Species
5
That Are OBL, FACW, or FAC: (A/B)
6.
fj_ = Total Cover
Prevalence Index worksheet:
ZTotal
500% f total cover:( 20% of total cover:
% Cover of: Multiply by:
OBL species x 1 =
Sapling
Stratum (Plot size:)
species x2=
L
FAC species x3=
:FACW
FACU species x4=
3.
UPL species X5=
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Total Cover
°
Hydrophytic Vegetation Indicators:
❑ 1 -Rapid Test for Hydrophytic Vegetation
Shrub
5 of total cover: 20% of total cover:
Stratum (Plot size: % . 1
�
y ,�
p�2 - Dominance Test is >50%
ILriJ _3
1
-Prevalence Index is 53.0'
❑ 4 - Morphological Adaptations' (Provide supporting
2 ' 'LWA-
data in Remarks or on a separate sheet)
3
❑ Problematic. Hydrophytic Vegetation' (Explain)
_I:X
4.
'Indicators of hydric soil and wetland hydrology must
5.
6.
be present, unless disturbed or problematic.
= Total Cover
�I
50% of total cover: C 20% of total cover:,
Definitions of Five Vegetation Strata:
__(.
Tree – Woody plants, excluding woody vines,
Herb Stratum (Plot size:)
approximately 20 ft (6 m) or more in height and 3 in.
1.������������
(7.6 cm) or larger in diameter at breast height (DBH).
2.
Sapling – Woody plants, excluding woody vines,
3,
approximately 20 It (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 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
4
5.
6
7.
g
g
ft (1 m) in height.
10.
Woody vine –All woody vines, regardless of height.
11.
Total Cover
50% of total cover: 209/. of total cover:
Woody
Vine Stratum (Plot size: _)
' Ya,0 �iJ�"
1.
&
2.
—
3.
Hydrophytic
4.
5.
= Total Cover
Vegetation
Present? Yes No=
50% of total cover: —1j)– 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

SOIL
Sampling Point: _1zN_
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) C for moi %
Color (moist) °h Tvoe Loc
Texture Remarks
'Type: C=Concentration D=De letion RM=Reduced
Matrix MS=Masked Sand Grains.
Location: 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 (Al 6)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils IN 9)
❑ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
D Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF1 2)
L] Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
f Other (Explain in Remarks)
❑ Thick Dark Surface (Al2)
Redox Depressions (F8)
D Sandy Mucky Mineral (S1) (LRR N,
❑ Iron Manganese Masses (F12) (LRR N,
MLRA 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) (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:
No LL
Depth (inches):
Hydric Soil Present? Yes
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: (wVTJ
-
Applicant/Owner.
Investigator(s):
Landform (hillslope, terrace, etc.):
Subregion (LRR or MLRA): _
Soil Map Unit Name: K 14
Sampling Date: SAJ11 7
State: Sampling Point: -A--
Section, Township, Range:
Local relief (concave, convex, none): Slope (%):
3'1 iii 3n 1. i Long: -77 QID.11a ( Datum: _
NWI classification:
Are climatic / hyd�rolo—glic conditions on the site typical for this time of year? Yes
Are Vegetation u Soil �, or Hydrology significantly disturbed'
Are Vegetation Soil �, or Hydrology Q naturally problematic?
V Vl�lal/11\1 vl 111\VII�VV �I'alaPlrll alt6
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
HYDROLOGY
No I I (If no, explain in Remarks.) II������
Are "Normal Circumstances' present? Yes LTJ, No =
(If needed, explain any answers in Remarks.)//�
091VW111a aC111111111V F/V111LIVUaL1V110j a1011064W1111111V1 aa1141GQ4W Gal Ulu.
"V Is the Sampled Area
No within a Wetland? Yes 0 No
No
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two recuired)
Primary Indicators (minimum of one is reoulred: check all that apply)
❑ Surface Soil Cracks (66)
❑ Surface Water (Al)
❑ True Aquatic Plants (614)
❑ Sparsely Vegetated Concave Surface (B8)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Drainage Patterns (610)
❑ Saturation (A3)
❑ Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (1316)
❑ Water Marks (B1)
❑ 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 (B3)
❑ Thin Muck Surface (C7)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (64)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (D1)
Iron Deposits (135)
❑ Geomorphic Position (132)
l❑l--II
LJ Inundation Visible on Aerial Imagery (67)
❑ Shallow Aquitard (D3)
❑ Water -Stained Leaves (B9)
❑ Microtopographic ReliefD4)'
��
,❑Aquatic Fauna (613)
❑ FAC -Neutral Test (D5) 0/
Field Observations:
1�
Surface Water Present? Yes I� No
= Depth (inches):
Water Table Present? Yes QNo
Depth (inches):
Saturation Present? Yes= 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.
Sampling Point:12,>.,
Absolute Dominant Indicator
Tree Stratum (Plot size: % Cover Species? Stats
Dominance Test worksheet:
Number of Dominant Species
"-
That Are 013L, FACW, or FAC: (A)
2.� ✓
�
3 C t�ttY4� L
Total Number of Dominant
Species Across All Strata: _ (B)
4.
Percent of Dominant Species j
That Are OBL, FACW, or FAC: I.. o (A/B)
5
6.
= Total Cover
Prevalence Index worksheet:
50% of total cover: 20% of total
Total % Cover of Multiply bv:
cover:
Sapling Stratum (Plot size:
OBL species x 1 =
�,�
FACW species x2=
A +rff __
1 �i;:44AQfka
FAC species x3=
2. IM
FACU species x4=
3�C
UPL species X5=
-�+ —
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
Total Cover
50% of total cover: 20% of total cover:
Shrub Stratum (Plot size: I
❑ 1 - Rapid Test for Hydrophytic Vegetation
Dominance Test is >50%
1. , ��PAM
3 - Prevalence Index is 53.0'
y
2, y , T��+'k,1
❑ 4 - Morphological Adaptations' (Provide supporting
data in Remarks a separate sheet)
3. 1 L(,L(f
C f
9t
❑Problematic Hydrophytic Vegetation (Explain)
y is
4. n t V i f•TrYt� G « Vf�d/rl—
! ��11
5.
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
6
= Total Cover
Definitions of Five Vegetation Strata:
50% of total cover:_ 20% of total cover:
Herb Stratum (Plot size:_)
Tree — Woody plants, excluding woody vines,
20 it in height 3 in.
approximately (6 m) or more and
1. —
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling —Woody plants, excluding woody vines,
"��1
2. 6 A .AA Al S%lam( �.1fe�aV
3.
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 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.
4
5.
6
7.
g
9.
10.
Woody vine —All woody vines, regardless of height.
11.
Total Cover
50% of total cover: 20% of total cover:_Z0_
. w
Woody Vine Stratum (Plot size: )
{,/,��,,y,�p'V
✓1 �J
/
:50t�
1 `
a
2: $
3.
m�
a. rfA r4 y'�—��IMtlo.=t�
5.
Hydrophytic
Vegetation
Total Cover
50% of total cover:_ 20% of total cover: Zr 1
Present? Yes No=
Remarks:. (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont— Version 2.0
5

SOIL
Sampling Point: Dpo,
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) color i % Color (moist) % Type' Loc Texture Remarks
!WOsaay/s; f�L cN
law
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 (At 6)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (1719)
❑ Stratified Layers (A5)
,❑ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
L] Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
0 Depleted Below Dark Surface (A11)
0 Depleted Dark Surface (177)
=f Other (Explain in Remarks)
❑ Thick Dark Surface (Al2)
Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (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 (SB)
,❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Hydric Soil Present? Yes ❑ No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

U_S_ ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ltl. SAW -2010-01516 County: N¢w Han U.S.G.S. Quad: NC- Carolina Bach
Longitude: -00_9215 W
Location d¢scripHon: Th¢ r vl¢w a a is loca[¢d alon¢ RN¢r Road b¢[w¢¢n Catbav Road and Riv¢rbr¢¢z¢ Road_
within an ¢xistin¢ OOT ¢as¢m¢n<. n¢ar [b¢ Ci[v of Wiimine[on_ N¢w Hanov¢r County. NORb Caroifna_
Indicate Which oY th¢ Following Aooly:
A_ Preliminary D¢termiaation
X The app¢ r [o be waters, i chiding wetlands, on the above d<scNbed prop¢rty, s depicted on [he attached exhibiq that
may be subj¢ct [o Section 404 of the Clean Water Act (C W A)(33 USC § I344). This preliminary jurhsdhctional
determination t ay be ed in [he pe mi[ a aluation pro chiding d¢[ermining c mpe story mitigation. This
prelit art' tle[erminathon i o[ a appealable action and<r�[he A¢gulatory Program Adm is[ra[iv< Appcal Pro
(Refer ¢ 33 CFR PaR 331). Ho ,you ay rcqu<s[ an approv¢d JD, which is an appealable acvo , by con[acCing
[he Corps tlistric[ For Further hnstructionr
B_ Approved Determination
_ Th< < Navigable Waters of the United States within the above dascrib<d property subject to the pe nht rcqu nts of
Section rl O of HL¢ Rivets and Harbo s Act and Section 404 of th< CI¢ n Water Act Unie s there i change n th< law o
r published r¢gulations, thhs determination may b< �alied upon for a period not to exceed Fve years from the data ofthis
nOCiflC9CiOn.
_ Thcrc are wctlands on [h¢ ahoy¢ d¢scrib¢d property subject [o [he pormit raquiromen[s of 5¢ction 404 of the Clean Watcr
Act <CWAj(33 USC § 1344). Unie s there i change n the law o r published regulations, this tletermhnathon may be
relied upon for a period no[ to exc¢¢d Fve years from [he date of tltts notiFca[ion.
_ We strongly suggest you hav< th< wa[ors of th¢ U.S. i chiding weHands on yo r project a a d¢lineated. Due to the
of your property and/or our present worKload, the Corps may not be able to a mplish this wetland delineation hn a
timely m Fo a timely dello atioq you may whsh to obtain a consultant�To be considered £nal, ny
delhneathon must be vari£atl by Ch¢ Corps.
The wetlands on your property have been delineated and the dalhnaation has b¢en v ri£ed by the Corps. lF you wish to
Ua a the delineations vcy<d, th¢ Corps nd v rift' the s rvcy upo mpl¢tion. On ri£ed, this s vet'
whll provhtle rata depiction of all a <ubj¢c[ to CWA and/or RHA ju nsd cion on yo r property whhch, provided
there is no aha tge m 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 wctlands have b¢¢n delineated ands veyed and a rat<ly d¢picxed on the plat
identified below. Unless there is change in the law or our published regulations, this determination may ba reli¢d upon
for a penod not to exwed £ve years from the data of this notification.
_ Th< wa[¢rs of [he U.S., to i dude wetlands, present on Cha ahoy¢ described property which a ubje o the
permits ¢qu remants of Stiction 404 of the Clean Water Ac[ (33 USC 1344). Unless [here is a chtange m [Fte law or our
Page 1 of 2
NOTIFICATION OF JURISDICTIONAL DETERMINATION
AS¢nt�
C' O ¢ Racbholz
MCAdam3 Com oa nv. in6
2y05 M¢rid ian Parkway
Barham. NortM1 Carolina 20']13
Size (ac es)
Z60 a
N¢ ¢st Town
Wilm ¢ton
Nearw[ Waterway
Cao¢ F¢ar RW¢r
Aiv¢r Basin
Cao¢ F¢ar
USGS HUC
03030005
Coordinat¢s
Latitude: 34_IOS4 N
Longitude: -00_9215 W
Location d¢scripHon: Th¢ r vl¢w a a is loca[¢d alon¢ RN¢r Road b¢[w¢¢n Catbav Road and Riv¢rbr¢¢z¢ Road_
within an ¢xistin¢ OOT ¢as¢m¢n<. n¢ar [b¢ Ci[v of Wiimine[on_ N¢w Hanov¢r County. NORb Caroifna_
Indicate Which oY th¢ Following Aooly:
A_ Preliminary D¢termiaation
X The app¢ r [o be waters, i chiding wetlands, on the above d<scNbed prop¢rty, s depicted on [he attached exhibiq that
may be subj¢ct [o Section 404 of the Clean Water Act (C W A)(33 USC § I344). This preliminary jurhsdhctional
determination t ay be ed in [he pe mi[ a aluation pro chiding d¢[ermining c mpe story mitigation. This
prelit art' tle[erminathon i o[ a appealable action and<r�[he A¢gulatory Program Adm is[ra[iv< Appcal Pro
(Refer ¢ 33 CFR PaR 331). Ho ,you ay rcqu<s[ an approv¢d JD, which is an appealable acvo , by con[acCing
[he Corps tlistric[ For Further hnstructionr
B_ Approved Determination
_ Th< < Navigable Waters of the United States within the above dascrib<d property subject to the pe nht rcqu nts of
Section rl O of HL¢ Rivets and Harbo s Act and Section 404 of th< CI¢ n Water Act Unie s there i change n th< law o
r published r¢gulations, thhs determination may b< �alied upon for a period not to exceed Fve years from the data ofthis
nOCiflC9CiOn.
_ Thcrc are wctlands on [h¢ ahoy¢ d¢scrib¢d property subject [o [he pormit raquiromen[s of 5¢ction 404 of the Clean Watcr
Act <CWAj(33 USC § 1344). Unie s there i change n the law o r published regulations, this tletermhnathon may be
relied upon for a period no[ to exc¢¢d Fve years from [he date of tltts notiFca[ion.
_ We strongly suggest you hav< th< wa[ors of th¢ U.S. i chiding weHands on yo r project a a d¢lineated. Due to the
of your property and/or our present worKload, the Corps may not be able to a mplish this wetland delineation hn a
timely m Fo a timely dello atioq you may whsh to obtain a consultant�To be considered £nal, ny
delhneathon must be vari£atl by Ch¢ Corps.
The wetlands on your property have been delineated and the dalhnaation has b¢en v ri£ed by the Corps. lF you wish to
Ua a the delineations vcy<d, th¢ Corps nd v rift' the s rvcy upo mpl¢tion. On ri£ed, this s vet'
whll provhtle rata depiction of all a <ubj¢c[ to CWA and/or RHA ju nsd cion on yo r property whhch, provided
there is no aha tge m 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 wctlands have b¢¢n delineated ands veyed and a rat<ly d¢picxed on the plat
identified below. Unless there is change in the law or our published regulations, this determination may ba reli¢d upon
for a penod not to exwed £ve years from the data of this notification.
_ Th< wa[¢rs of [he U.S., to i dude wetlands, present on Cha ahoy¢ described property which a ubje o the
permits ¢qu remants of Stiction 404 of the Clean Water Ac[ (33 USC 1344). Unless [here is a chtange m [Fte law or our
Page 1 of 2

published r¢gulations, this de[armination may be rolictl upon for a period not [o ¢xc¢ed £v¢ years fiom [h¢ daC¢ of [fiis
notiFcation.
X The property is located in of [h¢ 20 Coastal Counties subj¢c[ m regulation und¢r [he Coastal Area Management Ac[
(CAMAS. Vou should conCac[ [h¢ Division of Coastal Manag¢menY in WilminSmq NC, a[ (91Oj 996-0215 to deter»tin¢
their requirements.
p iacemen[ of dredged or Fill material within w of [ba US and/nr wetlands without a Department of the Army P¢rm it may
titute v olation of Section 301 oFthe Clean Wator Act <33 USC § t31 lj. Ifyou ha ny qu¢stions regarding [fiis
determination antl/or the Corps regulatory progra ,please contact Kvi¢ Oaht at 910-25t-4>!69 0
Kvie.J-D»hiCl¢usace.armv.miL
C. Basis For D¢t¢rmination: Th¢ ¢ncloa¢d m o titj¢d ••W ¢Hand D¢iin¢»tion »nd AGC Buif rst Riy¢r
Road Wat¢r Main Ext¢nafon" dat¢d 6/5/201'1_ d¢nicta th¢ a »t¢ a nhtc ¢xt¢nt of oot¢nttal
wat¢ra of th¢ U_S. within th¢ r¢vi¢w a u
D_ R¢martcs:
i✓_ Attention USDA Program Participants
This delis cation/tletermination has been c nductetl to identify the limits of Corps' Cle n Water Act jurisdiction for tfie
parCicular site itlentiFed in Ltia tcquest The delinea[ioNde[ermina[ion may not b¢ valid for [h¢ w¢dand c vation
pro of the Food Se rity Act of 1985. IF yo r yo r tan nt a e USDA Program participants, o ant cipa[e participation
in USDA progra , yo should requ ardf3m wctlana data�mins[ion ttom m¢ local ofti¢¢ of [fie Namtal Resources
Conservatmn Se: v:c ,prior [o smrt"ng worK.
F'- Appals Informatinrt (This information appil¢a only to approv¢d jurisdictional d¢t¢rminations as indicated in
B_ abov¢)
This correspond¢nc¢ constitutes an approv¢d juristlic[ional determination £or the above described site. Ifyou obj¢ct [o [his
deC¢rtnina[ion, you may request an atlministrative appeal under Corps regulations at 33 CFR Part 331. Enclosed yov will Eind a
Notification of Appeal Process (NAPj fact sheet and request For appeal (RFAj Form. [Fyou request m appal Ch%s
detetmmauon you mus[ submit a co npletcd RFA Fot m to the following atldress:
US Avny Corps of F.ngine¢rs
South Atlantic Division
A[m: ]ason Staclo, Revi¢w Offic¢t
60 Forsyth SRaet SW, Room 1OMIS
Atlanta, Georgia 3 03 03-880 1
In order £or an RFA to be a caped by Che Corps, the Corps must determine that i[ i mplete, that it acts the criteria for
appal t oder 33 CFR part 331.5, nd [fiat it has been r v¢d by the Division Offc within 60 tlays of tba dace of Ch¢ NAP.
Sfiould you tlacida to submiC an AFA form, it must be received at the above address by N/q
++h is not necessary Co submit an AFA form [o [he Division OfEce i£you do not object [o the determination in [his
correspondence.
Corps Regulatory OfFcial:
Dat¢: July 25. 2019

Applicant: George Buchholz Pila Number: SAW -2 01 0-01 51 6 Data: duly 25. 2019
Attached i See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter o£ A
P ROF'FBRED PP,RMIT Standard Permit or Letter of � _ 13
Q PERMIT DENIAL C
AYYKO_V_P: U_ J__Ul2I_S_ D1C'CIONAL UL"F__E_l2_ MlN_A'1'_1_U_N _ _ _ _ U
® _ _ _
PRF LIMIN /112Y ]U RISDICTLONAL DE"I'E 12MINA"L'ION L
SEC'1'TON I - "Phe £ Mowing itivnti fins your rights au[tl options regardingan aAministra[ivo appeal o£thc above decision.
Additional in£orma[iori 1 iaY be Found at bttp://www t� ace "_y.mil/Miss ons/CivilWorK�/R�u�or�P�n'�dPermits=g-_ _
Corps re �ulations ai 33 CFI2 Part331 .
A: 1N11'lAL Y12OFF1:12EU Pl12MIT: You may acc¢p[ or object to [he pvrmi[.
A CCE. Y'P: If yo ed a Standard Ye mit, you may sign the pe nit document and return it to the district engin r for foal
authorization. 1£you received a Letter o£Permission (LOP), you may accept the LOP and your worK is authorized �Y.our
signature on the Standard Permit or acceptance o£the LOP m s that you accept the permit in its entirety, antl w ali
rights to appeal tfie permit, including its terms and contlitionscantl approved jurisdiotional determinations associated with the
permit"
OBJECT: It' you object to the permit (Stantlard or LOP) because of certain terms and conditions therein, you may request
that the permit be motli£etl a ordingiy. Vou must complete Section II of this £orm and return the £orm to the district
ngin Yo objections � st be r ed by the district engin within 60 days of the date of this notice, or you will
£orf it yo right to appeal the pe mit In the future. Upo eipt of yo r letteq the district engineer will e. eluate yo
objections antl may: (a) modify the permit to atltlress all o£you s, (b) modify [he permit to address some o£your
objections, or <c) not motliFy the permit having d¢tennined that the permit should be is uetl as previously written. Ager
aluating yo objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: Vou Inay accept or appeal the permit
ACCEPT: If you re ved a Standard Perm[t, you may sign xhe permit docum¢nt and return it to the disirict engineer £or Fnal
authorization. I£you rt ved a Leger o£Pennission <LOP), you may accept the LOP and your work is authorized. Your
signature on the Stantlard Permit or acceptance o£ the LOP m s Chat you accept the permit in its entirety, and w all
rights tp appeal the permit, including its terms and contlitions�antl approved jurisdictional determinations associaretl with the
permit.
APPEAL: If you choose to tleclinc the pro£Femd perm i[ (StandaM or LOP) because o£certain terms and conditions therein,
you may appeal the declined permit under the Corps o£Engin s Administrative Appeal Process by c mpleting Section II o£
this £or nd s nding the form to the division ¢ngineer" This form must be received by the division engineer within 60 days
o£[he date of this notice.
C: PERMIT DENIAL: You may appeal xhe denlai of a permit uttder the Corps of Engine¢rs Administrative Appeal Process by
opiating Section rI o£this £orm and sending [he £orm to the division engineer. This form must be received by the division
engineer wiilrin 60 days o£the data of this notice.
D: APPROVED ]URISDICTIONAL DETERMINATION: You may accept or appeal the approvetl JD or provide new
n£orma[ion.
ACCEPT: You do not need to notify tfie Corps to accept an approved JD. Failure to notify the Corps within 60. days o£ the
da[o o£Chis notice, means [hat you ac ept the approved ]D in its entirety, and waive all rights to appeal tfie approved JD.
APPEAL: If you disagree with the appeoved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by c mpleting Section II of this form and sending the form to the district engineer. This form
must be irecwvetl by the division engineer within 60 days o£the date o£this notice.

B: P32 E�LIMINARY ]URISD[CTIONAL DETERMINATION: You do not need Yo respond to the Corps regarding [h¢
preliminary JD. The Preliminary JD is not app¢alabl¢. I£you wish, you may request an approved JD (which may ba appealadj,
by c t�tac[i ng the Corps district For Further instruction. Also you may provitle new information for further consideration by The
Corps to reevaluate Ute JD.
SECTION I l --Ii$.
REASONS POR APPEAL OR ODJECTIONS: (Describe your res s for appealing the. decision or your objections to an initial
proffered pc-rmix in clear concise statements. Vou may attach additio al information to this form to clarify where your reasons or
objections aye address¢d in the administrative recoraJ
ADDITIONAL INFORMATION: The appeal is limited to a of the administrative r ord, the Corps memorandum for the
ord of the appeal conf rence o eeting, and any supplemental information tlitit tie a- ofPcer has dexenninetl i ceded [o
clm'ity the adminis4'ativc- r ord. Neith¢r the app¢Ilant n r the Corps may add n nfunnation o nalys¢s [o [hc r ord.
1-Iowcver, Yoo ntaY provide additional inf rmation [o claroitY the location o£infornta[ion thvt is already in the administrative
r¢c ord.
-POINT OF..:CONTACTw.F, -..:. SZ7 "..,. F.
-9 ._ _ .... .. ..,.. ._....
iF you have qu¢stions regarding this decision and/or the
If you only have questions regarding ih¢ appeal process you may
appeal process you may contact
also ontact
District Ertgiv¢¢r, Wilmingtov R¢gulatory Diviaiov,
Mc Jason Stele, Administrative Appeal Review OFflcer
Attnv Kyl¢ Dahl
CESAD-POO
(9t 0J 251-4469
U.S. Anny Corps of Engineers, South Atlantic Division
Kyl¢.J.DahlQ.usac¢.army. mil
60 Forsyth Street, Room tOM15
Atlanta, G¢orgia 30303-5801
Phon 404 562-513']
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
ultants, to conduct in estigations of the project site during the of [he appeal process. You will be. provid¢d a 15 day
Ytion
notice of an site in esti and will have the o ortunit to artic ate in all sit¢ in esti ations.
Date:
Telepfione number:
Si nature of a ellant ora ent.
For appals on initial ProfF¢r¢d P¢rmits s¢vd this form [o:
District Engin¢¢r, Wilmington R¢guia[ory Divisioq Kyla Dahy 69 Darlington Av¢., Wiiming[om NC 28403
For P¢rmi[ d¢nials, Proffer¢d P¢rmita and approv¢d Jurisdictional D¢t¢rminstiona a¢nd this Form to:
Division Engin¢¢r, Commander, U.S. Army Engln¢¢r DGviafon, South A[lavtiq Attn: Mr. Jason St¢¢lq
Administrativ¢ App¢a1 OFPic¢r, CESAD-PDO, 60 Foroyth Str¢¢t, Room 1OM15, AHan[a, G¢orgla 3 03 03-8 801
Phon¢o (404J 562-5139

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