20150321 Ver 3_401 Application_20171215

M McADAMS
Date: December 14, 2017
To: Ms. Karen Higgins
NC Division of Water Resources
512 North Salisbury Street
Archdale Building, 9t" Floor
Raleigh, North Carolina 27604
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal
❑ Plans ❑ Prints
LETTER OF TRANSMITTAL
FEDERAL EXPRESS
Re: Nationwide Permit 39/GC 4139 and
Neuse Buffer Authorization
WTCC Southern Campus Loop Rd Cross
Job #: WCC -17000
Wake County, North Carolina
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
1
Copy
NCDWR Submittal
1
CD
Digital Submittal
1
Check
$570
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Remarks:
Copy to:
® For review + comment
❑ Other
❑ Other
Signature:
Kelly Roth
Environmental Consultant, Water
Resources + Infrastructure
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

M MCADAMS
December 14, 2017
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury St.
Archdale Bldg. 9th Floor
Raleigh, NC 27604
NATIONWIDE PERMIT 39/GC 4139 &
NEUSE BUFFER AUTHORIZATION > WCC -17000
RE: Nationwide Permit 39/GC 4139 and Neuse Buffer Authorization
WTCC Southern Campus Loop Road Crossing
Wake County, North Carolina
WCC -17000
Dear Ms. Higgins:
On behalf of the Trustees of Wake Technical Community College (WTCC), we are applying for a Nationwide Permit
39 from the US Army Corps of Engineers (USACE) and a Water Quality Certification 4139 and Riparian Buffer
Authorization from the NC Division of Water Resources (DWR) for proposed impacts to jurisdictional waters and
Neuse buffers associated with the project known as WTCC Southern Campus Loop Road Crossing. The project area is
located at the Southern Wake Campus of Wake Technical Community College (Wake Tech) in Wake County, North
Carolina. The campus is located off Fayetteville Road (U.S. Highway 401) at the southeast corner of the intersection
with Old McCullers Road. The project lies within the Neuse River Basin. The following attachments are included as
part of this permit application:
> Signed Agent Authorization Form
> Fig. 1 - USGS Quad — "Lake Wheeler"
> Fig. 2 - Wake County Soil Survey (Sheet: 85)
> Fig. 3.1 - Existing Conditions
> Fig. 3.2 - Existing Conditions with aerial imagery
> Fig. 4 - Overall Impact Exhibit
> Impact Exhibit Inset — Inset 1
> Grading and Storm Drainage Plan —Area "B"
> Pre -Construction Notification & Supplemental Information
> NC DWR Stream Buffer Determination (NBRRO# 14-402; received November 19, 2014)
> JD Survey Plat (Approved JD issued by USACE on November 20, 2014; Action ID#: SAW -2014-02128)
> NC DWR Neuse Buffer Authorization for parking lot/repaving project (issued May 21, 2015; DWR# 15-0321)
> NC DWR 401 Certification and Neuse Buffer Authorization for temporary construction access project
(issued September 9, 2015; DWR# 15-0321 v2)
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

�� MCADAMS
NATIONWIDE PERMIT 39/GC 4139 &
NEUSE BUFFER AUTHORIZATION > WCC -17000
> USACE NWP 33 for temporary construction access project (issued October 19, 2015; Action ID#: SAW -2014-
02128)
> NC Department of Administration, State Clearinghouse EA/FONSI review and approval letter (issued May
12, 2015; SCH File #15-E-3530-0555)
PROJECT LOCATION/HABITAT: The proposed project is located at the Southern Wake Campus of Wake Technical
Community College (Wake Tech) in Wake County, North Carolina. The campus is located off Fayetteville Road (U.S.
Highway 401) at the southeast corner of the intersection with Old McCullers Road. The project site is comprised of
four parcels (Wake County PINS: 0689719954, 0689708713, 0689804752, and 0689819439) owned by the Trustees
of Wake Technical Community College and totaling 102.9 acres. The Southern Loop Road project area is
approximately 12.0 acres within the Wake Tech Southern Wake Campus site.
The project site consists of multiple academic and administrative buildings, parking lots, roads, and associated
infrastructure associated with the Wake Tech Southern Wake Campus. The parcel currently consists of 51.36 acres
of impervious area (approximately 50.37 percent of the total site area). Forested areas include the existing stream
buffers and the western and northwestern portions of the campus along Fayetteville Road and Old McCullers Road.
The riparian buffers are mostly forested, and are dominated by loblolly pine (Pinus taeda) and oak species (Quercus
sp.). Red maple (Acer rubrum) and tulip poplar (Liriodendron tulipifera) are also present in the canopy layer. The
understory consists primarily of Chinese privet (Ligustrum sinense) and common greenbriar (Smilax rotundifolia).
Land use in the vicinity includes forested areas interspersed with residential, agricultural, and commercial uses. A
railroad is adjacent to the eastern boundary of the project site.
JURISDICTIONAL FEATURES: The project area is in the Upper Middle Creek Watershed (HUC 030202010901) within
the Neuse River basin. The subject property drains east and south to two unnamed tributaries to Mills Branch, which
is designated Class C;NSW. The project area is depicted on both a current U.S. Geological Survey (USGS) map
(Figurel) and the Wake County NRCS Soil Survey (Figure 2). There is one potential stream feature mapped on the
USGS map; there are four potential stream features and one potential pond feature depicted on the Soil Survey
map.
McAdams staff conducted field investigations on October 27, 2014 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, one perennial stream (Stream A) and one intermittent stream (Stream D)
were identified within the project site. A total of approximately 2,704 linear feet of stream were flagged. No wetland
features were identified within the project site. Figures 3.1 and 3.2 depict the surveyed extents of the delineated
stream features. An Approved Jurisdictional Determination confirming McAdams' findings was issued by the US
Army Corps of Engineers (USACE) on November 20, 2014 (USACE Action ID: SAW -2014-02128). A Neuse Buffer
Determination was issued by the NC Division of Water Resources (DWR) on November 19, 2014 (NBRRO# 14-402).
According the Buffer Determination, Streams A and D are subject to the Neuse River Basin Riparian Buffer Rules.
creating experiences through experience 2 of 5

�� MCADAMS
NATIONWIDE PERMIT 39/GC 4139 &
NEUSE BUFFER AUTHORIZATION > WCC -17000
PROPOSED IMPACTS: Wake Tech is proposing to construct a 26 -foot -wide two-lane road along the southern end of
the campus to connect the newly constructed Parking Lot S and Parking Lot R to U.S. Highway 401 (Fayetteville
Road). Construction of the Southern Loop Road will include sidewalk, curb and gutter, striping, lighting, and drainage
improvements, as well as the removal of an existing stone wall/sign at Old McCullers Road that will be used for the
future Southern Loop Road entrance. The proposed project will also include repair and repaving of existing parking
areas, including Parking Lot P, as well as associated restriping, addition of accessible spaces, sidewalk, and removal
and replacement of an existing broken curb and sidewalk.
The site was designed to minimize impacts to aquatic resources while providing the needed access. There is one
area of stream and Neuse buffer impact associated with the proposed Southern Loop Road. To connect to Parking
Lot R, the road will need to cross perennial Stream A. The proposed project will result in 182 linear feet of stream
impact, and 0.22 acre of Zone 1 and 0.09 acre of Zone 2 Neuse buffers associated with Stream A. Of the total stream
impacts, 134 If will be permanent impacts associated with the proposed 9'x9' box culvert. Another 13 If of
permanent stream impacts will be due to a riprap dissipator pad that will be installed flush with the existing grade of
the stream bed to allow for aquatic life passage, minimizing impacts to the maximum extent practicable. There will
be 35 If of temporary stream impacts associated with the construction of coffer dams and diversion channels for the
installation of the proposed culvert. There are 0.22 acre (9,758 sf) of Zone 1 Neuse buffer impacts and 0.09 acre
(3,741 sf) of Zone 2 Neuse buffer impacts associated with the proposed road crossing. No wetland impacts will result
from this project. All sedimentation and erosion control measures will be implemented before construction to
minimize runoff. Typical construction equipment, such as a long-arm track -hoe, front end loader, and bush hog will
be used for the initial clearing.
TOTAL PROPOSED STREAM IMPACTS:
Impact Location
Impact Type
Newly Proposed
(linear feet)
Inset 1 (perm.)
Culvert
134
Inset 1 (perm.)
Rip rap dissipator pad
13
Inset 1 (temp.)
Coffer dam and diversion channel
35
TOTAL
1821f of perennial
TOTAL PROPOSED NEUSE BUFFER IMPACTS:
Buffer Impact Type
Zone 1 Impact (sf)
Zone 2 Impact (sf)
Perpendicular road crossing (perm.)
9,758
3,741
TOTAL
9,758
3,741
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional Waters of the U.S. have been minimized to the maximum
extent practicable. The Southern Loop Road is needed to provide access to Parking Lots S and R from U.S. Highway
401 (Fayetteville Road). Due to existing construction constraints, the proposed configuration is the only feasible
creating experiences through experience 3 of 5

�� MCADAMS
NATIONWIDE PERMIT 39/GC 4139 &
NEUSE BUFFER AUTHORIZATION > WCC -17000
option for the crossing of Stream A. The road crossing is designed to cross Stream A at a perpendicular angle to
minimize impacts to jurisdictional streams and buffers. There are 182 If of total stream impacts to Stream A
associated with the proposed road crossing. No impacts to jurisdictional wetlands are proposed.
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 Wake 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 wetland 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.
MITIGATION: Because the total proposed impacts to Waters of the U.S. are less than 150 If, and total proposed
impacts to Neuse buffers are less than 0.33 acre, mitigation in the form of avoidance and minimization is proposed.
DIFFUSE FLOW: The proposed stormwater management plan for the project will be designed to minimize impacts to
downstream waters. The plan incorporates stormwater management techniques to manage both water quantity
and quality aspects of site runoff. Stormwater management for the project will be accomplished by incorporating
engineered stormwater management facilities to capture and treat the stormwater runoff from developed areas.
The proposed roadway is located within the Neuse River basin with all stormwater runoff draining into Mills Branch.
Final design of stormwater management on this site shall meet the stormwater management and diffuse flow
performance standards for development set forth in the Wake County UDO and the Neuse River Riparian Buffer
Rules.
STORMWATER MANAGEMENT: The proposed development is located within the Neuse River basin and will be
subject to the stormwater management requirements set forth in Article 9 of the Wake County Unified
Development Ordinance (UDO). Per Wake County regulations, stormwater management on this site shall address
two primary issues: (1) peak discharge rates, and (2) water quality management. An approved stormwater
management plan is required for all proposed new development disturbing one half acre or more for commercial,
industrial, multifamily residential, local government property and other non-residential uses [15A NCAC 02B.0235].
The proposed project will result in a significant increase in peak flow rates. To mitigate this impact, the proposed
facilities have been sized such that post -development peak flow rates are no greater than pre -development levels in
the 1 -year storm event at all Points of Analysis (POAs). The only increase reported is at POA 3, however it is below
creating experiences through experience 4 of 5

'J MCADAMS
NATIONWIDE PERMIT 39/GC 4139 &
NEUSE BUFFER AUTHORIZATION > WCC -17000
the 10 percent increase threshold, as described in the Wake County UDO. POAs 1A and 1B are located where
stormwater will be entering the stream from each proposed stormwater management facility. It should be noted
that the existing stormwater management facility was not included in the analysis of the pre- and post -development
peak flow rates. To address water quality management, the proposed design will meet the 10.0 lbs/ac/yr maximum
nitrogen export rate for a commercial development. The proposed stormwater management facilities are providing
enough treatment for the site to generate a nitrogen loading credit, therefore no buydown payment will be required
as a part of this proposed development. It should be noted that no nitrogen removal from the existing stormwater
management facility was considered for these calculations.
Consideration of this project is greatly appreciated. If you should 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 5 of 5

!T WA DAMS AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
Property Owner Name:
The Trustees of Wake Technical Community College
Property Owner Address:
9101 Fayetteville Road, Raleigh, NC 27603-5655
Property Owner Phone:
919-866-6167
Project Name:
Southern Wake Campus — Southern Loop Road
Project Manager:
Stan Wingo
Date:
11- a O -17
Attn: Tasha Alexander
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize The John R. McAdams Company, Inc. to act in my behalf as my agent in the
processing of permit applications, to furnish upon request supplemental information in support of applications, etc.
from this day forward.
i, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigation and issuing a determination associated with Water of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and
Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for Iiability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by The John R. McAdams Company, Inc. staff.
DI0n'i e. r^ J.S
Print Property Owner Signature
creating experiences through experience 2905 Meridian Parkway, Durham, NC 1919. 361. 5000

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NOTES:
1. USGS; SOIL SURVEY SHEET 85, WAKE COUNTY, NORTH CAROLINA
2. LAT. 35.650040 N, LONG: -78.703736 W
0 250 500
J NWP39/GC4139 PERMIT APPLICATION Feet
FIGURE 2. NRCS SOIL SURVEY 1 inch = 500 feet
WTCC SOUTHERN WAKE CAMPUS DATE: 12/7/2017
MCADAW SOUTHERN CAMPUS LOOP ROAD CROSSING JOB NO: WCC -17000
WAKE COUNTY, NORTH CAROLINA DRAWN BY: roth
X:\Projects\WCC\WCC-17000\Storm\Wetlands\GIS\Figure 2 Soil Survev.mxd, 12/7/2017 9:39:11 AM, roth

EXISTING JURISDICTIONAL
STREAM FEATURES
NEUSE STREAM BUFFER
WTCC CAMPUS: 102.9 AC.
0»,Afcet
7 041)
/1.1, r, A:Rl STREAM FEATURE 'D'; LENGTH 812'
WAKE TECHNICAL
COMMUNITY COLLEGE
(MAIN CAM -PUS)
NEUSE STREAM BUFFER
/1112/ IsAr -e
� PcncwwwL xumsoICTmwAL STREAM
� rsmons )A'; LENGTH 1827
INTERMITTENT xon|soICTmwAL
STREAM FEATURE 'E'; LENGTH 65'
"
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EXISTING aTonwvwTEn
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M RD
WAKE
TECHNICAL
TECH ROAD COMMUNITY
COLLEGE
VICHMy m"
NM
�����-�'��~
"���v�-~�.
1. PROJECT AREA 12.0 AC. (SITE AREA 102.9
AC.)
2. PHYSICAL ADDRESS: 0101 FAYETTENLLE ROAD
RALE|QH, MC 27603
3. OWNER: THE TRUSTEES OF WAKE TECHNICAL COMMUNITY
COLLEGE
9101 FAYETTENLLE ROAD
RALEIGH, NC 27003
CONTACT: DANIEL EDVYARDS
919-888-0107
4. SUBJECT PROPERTY |S LOCATED YMTM|N THE NEUSE RIVER
BAS|N, UPPER MIDDLE CREEK WATERSHED (HUC
030202010001).
5. DWR STREAM INDEX NUMBER 27-43-15-7; MILLS BRAMCH,
CLASSIFICATION C;NSYK
0. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED
BY WCADAWS ON OCTOBER 27, 2014.
7. THE LIMITS OF JURISDICTIONAL FEATURES ARE BASED ON
MCADAMS SURVEY.
8. AN APPROVED JURISDICTIONAL DETERMINATION WAS ISSUED BY
THE USACE ON NOVEMBER 20. 2014 (SAYV-2014-02128).
9. A NEUSE BUFFER DETERMINATION WAS ISSUED BY NC DWR ON
NOVEMBER 10. 2014 (MBRR0# 14-402)
10. THERE ARE NO FEMA FLOODPLA|NS WITHIN THE PROJECT AREA
(NCF|RM MAP NUMBER 3720068900J; REVISED 5/2/2008).
GRAPHIC SCALE
300 0 150 300 600
1 inch 300 ft.
MUMCADAMS

LEGEND:
EXISTING JURISDICTIONAL
STREAM FEATURES
NEUSE STREAM BUFFER
WTCC CAMPUS: 102.9 AC.
-; ,
Al
u
OLS �IcC���
r,. „M
t,
INTERMITTENT JURISDICTIONAL
STREAM FEATURE 'D'; LENGTH 812'
i/117 OF'S
rot
WAKE TECHNICAL
COMMUNITY COLLEGE „
(MAIN CAMPUS)
/ Aw
NEUSE STREAM BUFFER
1
PERENNIAL JURISDICTIONAL STREAM
FEATURE 'A'; LENGTH 1827'
44
41
=a�171tW1/,4, JR A /,. !/1'
= �� \\\\\V `� \\ \�\�♦I Iii � �:r. l-!
INTERMITTENT JURISDICTIONAL 1
• 1t�E;t!� STREAM FEATURE 'E'; LENGTH 65', -in
az
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WAKE m
TECHNICAL
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COLLEGE 4
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mm
MEW v
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0
NOTES:
1. PROJECT AREA = +/— 12.0 AC. (SITE AREA = +/— 102.9
AC.)
2. PHYSICAL ADDRESS: 9101 FAYETTEVILLE ROAD
RALEIGH, NC 27603
3. OWNER: THE TRUSTEES OF WAKE TECHNICAL COMMUNITY
COLLEGE
9101 FAYETTEVILLE ROAD
RALEIGH, NC 27603
CONTACT: DANIEL EDWARDS
919-866-6167
4. SUBJECT PROPERTY IS LOCATED WITHIN THE NEUSE RIVER
BASIN, UPPER MIDDLE CREEK WATERSHED (HUC
030202010901).
5. DWR STREAM INDEX NUMBER 27-43-15-7; MILLS BRANCH,
CLASSIFICATION C; NSW.
6. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED
BY MCADAMS ON OCTOBER 27, 2014.
7. THE LIMITS OF JURISDICTIONAL FEATURES ARE BASED ON
MCADAMS SURVEY.
8. AN APPROVED JURISDICTIONAL DETERMINATION WAS ISSUED BY
THE USACE ON NOVEMBER 20, 2014 (SAW -2014-02128).
9. A NEUSE BUFFER DETERMINATION WAS ISSUED BY NC DWR ON
NOVEMBER 19, 2014 (NBRRO# 14-402)
10. THERE ARE NO FEMA FLOODPLAINS WITHIN THE PROJECT AREA
(NCFIRM MAP NUMBER 3720068900J; REVISED 5/2/2006).
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 ft.
n
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TECHNICAL
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COLLEGE 4
Y 1VH%W MA
mm
MEW v
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r_
0
NOTES:
1. PROJECT AREA = +/— 12.0 AC. (SITE AREA = +/— 102.9
AC.)
2. PHYSICAL ADDRESS: 9101 FAYETTEVILLE ROAD
RALEIGH, NC 27603
3. OWNER: THE TRUSTEES OF WAKE TECHNICAL COMMUNITY
COLLEGE
9101 FAYETTEVILLE ROAD
RALEIGH, NC 27603
CONTACT: DANIEL EDWARDS
919-866-6167
4. SUBJECT PROPERTY IS LOCATED WITHIN THE NEUSE RIVER
BASIN, UPPER MIDDLE CREEK WATERSHED (HUC
030202010901).
5. DWR STREAM INDEX NUMBER 27-43-15-7; MILLS BRANCH,
CLASSIFICATION C; NSW.
6. ALL WETLAND AND STREAM LOCATION WORK WAS CONDUCTED
BY MCADAMS ON OCTOBER 27, 2014.
7. THE LIMITS OF JURISDICTIONAL FEATURES ARE BASED ON
MCADAMS SURVEY.
8. AN APPROVED JURISDICTIONAL DETERMINATION WAS ISSUED BY
THE USACE ON NOVEMBER 20, 2014 (SAW -2014-02128).
9. A NEUSE BUFFER DETERMINATION WAS ISSUED BY NC DWR ON
NOVEMBER 19, 2014 (NBRRO# 14-402)
10. THERE ARE NO FEMA FLOODPLAINS WITHIN THE PROJECT AREA
(NCFIRM MAP NUMBER 3720068900J; REVISED 5/2/2006).
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 ft.
n
n
Z
N11
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MCADAMs

EXISTING JURISDICTIONAL
STREAM FEATURES
NEUSE STREAM BUFFER
milmoomilmoomeemel— WTTC CAMPUS: 102.9 AC.
i
�C
NOTES:
1. WAKE COUNTY PIN NUMBERS: 0689804752, 0689708713
01-,D A2. HUC: UPPER NEUSE — 03020201
�% r cCUL 3. LAT: 35.646911 LONG: —78.703737 o
���'✓�+,' (SR LERS' 4. DWR STREAM CLASSIFICATION (MILLS BRANCH
27�9� R01,b 27-43-15-7): C; NSW OpNfz
5. USACE FIELD CONCURRENCE (SAW -2014-02128; NOVEMBER F"
�� ✓ j - —< ; p; :, ; 20, 2014; JD MAP NOT YET SIGNED)
,
rA
i 6. NCDWR NEUSE BUFFER DETERMINATION (NBRRO#14-402;
NOVEMBER 1
- INTERMITTENT JURISDICTIONA• \
N ;
2014
• ! % �' :. STREAM FEATURE 'D'; LENGTH 812'
PROPOSED TEMPORARY STREAM
CROSSING IMPACTS: v
STREAM IMPACTS: 155 LINEAR FEET
NEUSE RIVER ZONE 1 IMPACTS: 9,476 SF (0.22 AC)
r ; ` j i •, i NEUSE RIVER ZONE 2 IMPACTS: 3,675 SF (0.08 AC)
/•
! rr r y ` _ � ♦,, .'' `°fir' —=_ --- --- -'"S• -.
WAKE
-- COMMUNITY COLLEGE Z2 %;`�" V
(MAIN CAMPUS) ,
Llw
NEUSE STREAM BUFFERi A.w�s%%% I I `♦� v'� ;%: ,,%j-
1 _____ T � � ♦ � � ,, • ,!/, .,` . ,♦.:/'�;,;, � i Vii; ii",� )�/�.-- � \ , a
Ir
_____ - ,' ! I `. �!lb' r;, ___ - �Y 1 � _ \ ' ',\ • � i i; ; � .f / �'.J ;'- /"' r l ; i,- . l a.! '\ � J
• ;) FF
�! ` !,, s 1, �- -- _- - /i"' ,i'r _ i I •�/, ', (/ ,i r' --, i,'r�., - jJ�1 %�,, 1 `._`+ "•� a ,
-" PERENNIAL JURISDICTIONAL STREAM'
' rFEATURE 'A', LENGTH 1827 a 4
�" - �� �' ,✓r - _ - `cif �' � i,r. % c� � �
Nuuunis uuiuuniuuuu�iuut u/ � ' • . _ `
— 4/ice .'�.,�-- -
INTERMITTENT JURISDICTIONAL =
STREAM FEATURE 'E'; LENGTH 65 C -- -_-_
aa
till
ca Q�
� iii% _r '' �;�% J' �-----.;1 ----------
---
'--
!
EXISTING WET 3
DETENTION POND a
-�
\ "till
//.,'J%; (; r, EXISTING STORMWATER
it
I. Lr•. .,� _ ' ;'�; -'ff?„%,,i' WETLAND
r f
i.. , ♦ -
! /-� L. „' /i • r � ';,ii j ;r' :1%i% ' �/i+;''r'i Jig; i � O d p
\' ♦`♦ 1, ; iii;!; �r , j�/• r f i r / l 2 ! i'r i `\'' `l� y ^ U O II
�i 1� ��v r r „' it i ;4 � � r _ �♦; =r,rJ >r 3 � � I
PROPOSED SOUTHERN f GRAPHIC SCALE 3 z
LOOP ROAD = INSET #1 — PROPOSED 300 0 150 30o soo o a z I
r' r STREAM CROSSING X a w
1 inch = 300 ft. 'JMCADAMS

/ 1j PREVIOUSLY / /<
I I APPROVED IMPACT /
ASSOCIATED WITH , /
POND OUTFALL
/ PREVIOUSLY'
APPROVED IMPACTry
/ —I — ti ASSOCIATED WITH
FUTURE SEWER
OUTFALL
i
FUTURE 20' /
FUOUAY—VARINA'
SANITARY
EASEMENT
PERENNIAL JURISDICTIONAL
STREAM 'A'
CATCH /BA N
�x x �: ' / `4 �_ co
1 STORM DRAINAGE
(n'P)
�Azz
�'''•%'� �%:..;, / STORM DRAINAGE /
/ BACKWATER AREA (TYP)
/ (FROM DOWNSTREAM f'
RAILROAD CULVERT)
/ / / /' / , •�',; ° _ CATCH BASIN
can
/ `gyp, 1 ` PROPERTY LINE
PROPOSED STREAM CROSSING
8'x8' BOX CULVERT
� BACKWATER AREA (FROM
PROPOSED / i i 1 DOWNSTREAM RAILROAD CULVERT)
AR
100 YEAR
FL00 PAINf / PROPOSED 100 STORMWATER
YEAR FLOODPAIN WETLAND
PROPOSED STREAM CROSSING IMPACT AREA: LEGEND:
EXISTING JURISDICTIONAL
r-------------NEUSE RIVER PERMANENT STREAM STREAM FEATURES
BUFFER — ZONE 1 IMPACT (CULVERT): PREVIOUSLY APPROVED
1,_____________! 9,758 SF (0.22 AC.) 1,355 SF (0.03 AC.) NEUSE BUFFER IMPACT
NEUSE RIVER 134 LF
BUFFER — ZONE 2 GRAPHIC SCALE
3,741 SF (0.09 AC.)PERMANENT STREAM
IMPACT (DISSAPATOR 0 25 50 100
TEMPORARY STREAM F PAD):
IMPACT: 35 LF 138 SF (0.003 AC.)
13 LF
1 inch = 50 ft. J
X: Projects WCC WCC -17000 Land Exhibits Im act Exhibits Current Drawin s WCC17000—lMPACT.dw , 12/11/2017 4:10:43 PM, Weaver, Lee
Ll PROJECT NO. WCC -17000
VMC - SORN CAMPUS 'J
'lid JOHN R lIe•ADAI(8
FILENAME: WCC17000—IMPACT LOOP ROAD CROSSING °°lapp". m
SCALE: Du h m5 �Caro1 27713
1 " = 50' INSET 1 - PLAN VIEW
Licmae N. C-0'
In DATE: 11-16-2017 WADAMS (80017985648•MGdameCo.aom
WARE COUNTY, NORTH CAROLINA /

GRADING LEGEND
Q
FLARED END SECTION
ENDWALL SECTION
-RD -RD -RD-
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
0
JUNCTION BOX
�-
DRAINAGE FLOW ARROW
ti
LINE BREAK SYMBOL
250.50
WOODED AREA
25000
TOP & BOTTOM CURB ELEVATIONS
-I- - - I / _ - - - /- -1 61 ` / _______ 250EXISTING MAJOR CONTOUR
\TW=223.00 TOP OF WALL ELEVATION 252
BW=213.00 BOTTOM OF WALL ELEVATION ____ EXISTING MINOR CONTOUR
------
/ - - - - - - -
1 -----
(NOTE: BOTTOM OF WALL IS GROUND - - EASEMENT LINE
ELEVATION NOT WALL FOUNDATION)
t7'/-
+ 250.60 SPOT ELEVATION
161\
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1 PIN 0689703773 I / - - - ^ / / - - l (r
DB 4415, PG 801 - I r- I / / / / I / I
WAKE COUNTY ZONING: R-30 I / - - / rT/7�T
1 USE: VACANT \ 9 �- -'l /- �1Tl7T / I ILL
IrT_
-/ - - 01
I EX. §TORnA R-
/ - - F DEPTH REC MATION / _ _ _ -FUTUR 0' UQUAY-vAR►NA-SANTARY M��++INTEN NC ANS
- - / / / CCtSS 1ASEM NT
- PARKING LOT PREVIOUSLY i
AND/SEALED
aP D BY
�E
--t-MCAD S, INC.
L-_--�--_41
(PROJECT/ WCC -14000),
1 I i- I - S_ ALEQON 06-01-2015
--T�
P K L
7+ ____�- _---,�--- --& T1NG WET
? - I - EXISTING ) _ I _ - �- - - - / - - POND B,
PARKING LOT I - �- I -- / III / // / / / / / / / r / / / / / / / / /
I- I 11.4
-
1 iWIT
Y - T _ �X. RETAINING WALL H 6' C I INK
Co ; I / IIL-- �l / -- -- �/ ---I-- --}--- / - / 6 FENCE AND GUARDRAIL ALON,' TROP"OF/W
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/ 1 ,
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r-- --�--� -- 1,-� -- 1 / --- I / //i I I I I I �/ �� \
J e- �I _ SEE AHEEf 10 FOR DETAILED PARKIN I / 6 / �o/ / / / / I / I o �/ / f /
1 / / 11 / _ / LOT GRADIN - - I / // 5 / / / / / / I / / �o / / \
E'+ Y- LIMITS OF EXISTING/NEW - - / / / / Oti / / I I I MIS F /TOP oo' �/ \\� / NDWALL / //
I- _ _ l y / /
/ ,, / j �j/ �F/BANK/ �/� o
PAVEMENT (SEE DEMOLITION L / � EX.
W 1 I I LIMITS OF_ _ � L - '/ / I / � �o/ / / / / /"�/
SHEET C-4) _ �/ - DISTURBANCE
MID.) -x //
_ -x / / I
_ x _
x- -x % / I I // / / / / / �L/ / / / / / / / / / / CHAIN ELIINKNFENCE LAWD H 6 \
�/ / GUARDRAIL ALONG TO OF / a ECB /
WALL
W 1 `° / j A I / ' ,F �� / / / /�o/
W / v, 6 / / / /�� / / / /HEADWXLLIl /
�► �X. SI HON / �O O / / o�
1 N/F �� 9 EX. CB
1 TRUSTEES OF WAKE TECHNICAL E / / / / / / /
COMMUNITY COLLEGE / / � LEVEL / / / / / / EXISTING/ /
w 1 PIN 0689703586 - - / �SPf�EA�E� / / �/ / �O��0, / / / / / / / / / / / / /� ,�
CONSTRUCTED / /
1 DB 16773, PG 1269 I / - _ / / G� / I / / / / / / / / / / / / /� / � / ��/ //
WAKE COUNTY ZONING: R-30 V O I / - / / / / / / �F� /� / / / / / / / WETLAND A
1 A USE: MOBILE 332 \ i ^ / - - / / / �� / %% / / oyo' �/ E Ef�DWAL
1 \\ 330 :1 LO�E / /l 'yam / / // /rr ' // �G�•cF �� / / / / /�/ // / / / /// /// / �y �// �//
1 I
EX. RISER
20+00 �� A +o1 22+
--\7� - - - - ------ �" 3 sr °? W � CB -205 / VA \ 3:1
/ > \ \ NAo
( %moo
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\ 326 \ 316 31 Cp \ I $PR' A ER / HEADWAL
1
cn
m \
1 \
1 \
1 N/F \
1\ TRUSTEES OF WAKE TECHNICAL
COMMUNITY COLLEGE
1 PIN 0689703357 \
\ DB 16773, PG 1269
KE COUNTY ZONING: R-30
1 USE: VACANT
1 \ \
1
1 \
1
1
r----------- ------_
1 � -
x
324 32? 320 318 312 �� STORM -WATER /UMITS
DJSTURB �Xo°
_ \- \ \ MAINTENANCE AND / ( ` g Q//
am �- m 31 / 2:1 SLOPE V ®/ /
X� _X \ X�x_ / LID SIL � � \ \ \ �\ � � - _ ACCESS EASEMENT_ _ - � -_ - � , /�ID) /�W // � �
02 4 \ �-- - / i-////� N / �///
I \ 3p6 i �� 304 - / 11.93
Z I / / ���LD
V I / / / 0 308
v v �ou�\HER L00�' AID 3,0
w I\ V _ /
o I I PRIVATE / / / - - - A,//
/
IL
� �11 �
24 LF V /
I I / / 1 / / 24/LF 2" RCS / _ - ����% 26+0� / / 7+00 28- 00
i RCEMETERY �O 1.67% i - _
EMAIN I I / / / , / / / / / (/ / JB -201 / 23 LF/15" RCP
UNDISTURBED (SEE � / / / � / / � / �/ � I / � / / ®2. 0%
NOTE 2, THI� / I / / / // / // i// /� 17 L " RCP
/ SHEET) / / / / / /� / of 08 / 312 / 25' RW
/ % x / / / ( FFER y /� / / CB -20 310 m �� // SETBAC
/ / 50' NEUS RIPARI%%� BUcn
/ I MEASURV 50' IF M TOP Of /oI / / / / / - - --- - / 306 / °� / / ///
BANK, EACH SIDE) I / / / �V // / / / - - _ / / /-�1�'� // / / ( 100' RAILROAD R W WITH
1v&PEE� F / / / FENCE ALONG R�
Z_ - - - � -----
x
/
EW -200
1 is M '� _ _ _ _ / / _ _ / _ _ _PROPERTY LINE-
�� 138 LF 1 "RCP
0 2.80%
2:1 SLOPE / / I SIDE TYPE E B ETBRCK/ 201 25' TREE AND
VEGETATION
9'x9' BOX CULVERT (DESIGN / \ N/F 1 PROTECTION ZONE
N/F f BY OTHERS) DUKE ENER Y PROGRESS, INC
DUKE ENERGY PROGRESS, INC I PIN 689706017 /
PIN 0689706017 / ) I I ( DB 15289, PG 2437 /
DB 15289, PG 2437 WAKE COUNTY ZONING: HD
WAKE COUNTY ZONING: HD RIPRAP PAD (SEE CULVERT USE: INDUSTRIAL
USE: INDUSTRIAL CROSSING SHEET BY OTHERS)
NOTES:
CB -203 STA 23 EX C/C=31 1. CONTRACTOR SHALL VERIFY THE EXISTENCE (BOTH
EW -200 STA 26+69.60 STA 23+50.86 EX. T/C=310.50
//
INV=292.50
T/C=311.53 T C=311.91 NEW T C=311.49 HORIZONTALLY AND VERTICALLY) OF ALL UNDERGROUND INV IN=307.47 (CB -204) INV IN=306.51 (CB -207) INV IN=306.82 (CB -301) UTILITIES PRIOR TO COMMENCEMENT OF LAND DISTURBANCEACTIVITIES.
INV OUT=307.37 INV OUT=306.41
JB -201
RIM=308.00 CB -204 CB -207 CB -301 2. AREAS DESIGNATED AS "EX. CEMETERY" SHALL REMAIN
INV IN=302.46 (CB -202) STA 26+69.59 STA 21+13.89 T/C=312.67
INV IN=303.50 (CB -203) T/C=311.53 T C=324.05 INV OUT=308.UNDISTURBED. CONTRACTOR SHALL TAKE NECESSARY
76 m
/ MEASURES TO ENSURE THAT NO CONSTRUCTION ACTIVITIES GRAPHIC SCALE
O=3
INV UT18.96 i
INV OUT=293.17 INV OUT=307.94 INV UT.21 (CB -208) TAKE PLACE AT LEAST 2' FROM THE EXISTING FENCE LINE.
40 0 20 40 80
CB -202 CB -205 3. ROADWAY AND CULVERT INSTALLATION SHALL COMPLY WITH
STA 25+14.18 STA 25+14.04 CB -208 ALL STIPULATIONS WITHIN THE APPROVED 401/404 PERMIT.
T/C=308.41 T/C=308.41 STA 21+13.88 1 inch = 40 ft.
INV IN=303.37 (CB -205) INV IN=303.94 (CB -206) T/C=324.05 4. CONTRACTOR SHALL REFER TO THE SEPARATE CONSTRUCTION
INV OUT=302.87 INV OUT=303.84 INV OUT=320.68
SEQUENCE FOR BOX CULVERT INSTALLATION.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
STORM DRAINAGE
STORM SERVICE LINE
-RD -RD -RD-
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
-TP -TP TP -
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
-I- - - I / _ - - - /- -1 61 ` / _______ 250EXISTING MAJOR CONTOUR
\TW=223.00 TOP OF WALL ELEVATION 252
BW=213.00 BOTTOM OF WALL ELEVATION ____ EXISTING MINOR CONTOUR
------
/ - - - - - - -
1 -----
(NOTE: BOTTOM OF WALL IS GROUND - - EASEMENT LINE
ELEVATION NOT WALL FOUNDATION)
t7'/-
+ 250.60 SPOT ELEVATION
161\
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RST\ it\
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m / / g F- I�T/T/T/yJ / - - - / / / / / << i \ >
1
1 1 L
BYRD, ELIZABETH / o L / 6 / /
1 PIN 0689703773 I / - - - ^ / / - - l (r
DB 4415, PG 801 - I r- I / / / / I / I
WAKE COUNTY ZONING: R-30 I / - - / rT/7�T
1 USE: VACANT \ 9 �- -'l /- �1Tl7T / I ILL
IrT_
-/ - - 01
I EX. §TORnA R-
/ - - F DEPTH REC MATION / _ _ _ -FUTUR 0' UQUAY-vAR►NA-SANTARY M��++INTEN NC ANS
- - / / / CCtSS 1ASEM NT
- PARKING LOT PREVIOUSLY i
AND/SEALED
aP D BY
�E
--t-MCAD S, INC.
L-_--�--_41
(PROJECT/ WCC -14000),
1 I i- I - S_ ALEQON 06-01-2015
--T�
P K L
7+ ____�- _---,�--- --& T1NG WET
? - I - EXISTING ) _ I _ - �- - - - / - - POND B,
PARKING LOT I - �- I -- / III / // / / / / / / / r / / / / / / / / /
I- I 11.4
-
1 iWIT
Y - T _ �X. RETAINING WALL H 6' C I INK
Co ; I / IIL-- �l / -- -- �/ ---I-- --}--- / - / 6 FENCE AND GUARDRAIL ALON,' TROP"OF/W
-I'--1--�/ �// / / / / // �/
/ 1 ,
I o N
r-- --�--� -- 1,-� -- 1 / --- I / //i I I I I I �/ �� \
J e- �I _ SEE AHEEf 10 FOR DETAILED PARKIN I / 6 / �o/ / / / / I / I o �/ / f /
1 / / 11 / _ / LOT GRADIN - - I / // 5 / / / / / / I / / �o / / \
E'+ Y- LIMITS OF EXISTING/NEW - - / / / / Oti / / I I I MIS F /TOP oo' �/ \\� / NDWALL / //
I- _ _ l y / /
/ ,, / j �j/ �F/BANK/ �/� o
PAVEMENT (SEE DEMOLITION L / � EX.
W 1 I I LIMITS OF_ _ � L - '/ / I / � �o/ / / / / /"�/
SHEET C-4) _ �/ - DISTURBANCE
MID.) -x //
_ -x / / I
_ x _
x- -x % / I I // / / / / / �L/ / / / / / / / / / / CHAIN ELIINKNFENCE LAWD H 6 \
�/ / GUARDRAIL ALONG TO OF / a ECB /
WALL
W 1 `° / j A I / ' ,F �� / / / /�o/
W / v, 6 / / / /�� / / / /HEADWXLLIl /
�► �X. SI HON / �O O / / o�
1 N/F �� 9 EX. CB
1 TRUSTEES OF WAKE TECHNICAL E / / / / / / /
COMMUNITY COLLEGE / / � LEVEL / / / / / / EXISTING/ /
w 1 PIN 0689703586 - - / �SPf�EA�E� / / �/ / �O��0, / / / / / / / / / / / / /� ,�
CONSTRUCTED / /
1 DB 16773, PG 1269 I / - _ / / G� / I / / / / / / / / / / / / /� / � / ��/ //
WAKE COUNTY ZONING: R-30 V O I / - / / / / / / �F� /� / / / / / / / WETLAND A
1 A USE: MOBILE 332 \ i ^ / - - / / / �� / %% / / oyo' �/ E Ef�DWAL
1 \\ 330 :1 LO�E / /l 'yam / / // /rr ' // �G�•cF �� / / / / /�/ // / / / /// /// / �y �// �//
1 I
EX. RISER
20+00 �� A +o1 22+
--\7� - - - - ------ �" 3 sr °? W � CB -205 / VA \ 3:1
/ > \ \ NAo
( %moo
) E �E�EL /� EX. SIPHON
\ 326 \ 316 31 Cp \ I $PR' A ER / HEADWAL
1
cn
m \
1 \
1 \
1 N/F \
1\ TRUSTEES OF WAKE TECHNICAL
COMMUNITY COLLEGE
1 PIN 0689703357 \
\ DB 16773, PG 1269
KE COUNTY ZONING: R-30
1 USE: VACANT
1 \ \
1
1 \
1
1
r----------- ------_
1 � -
x
324 32? 320 318 312 �� STORM -WATER /UMITS
DJSTURB �Xo°
_ \- \ \ MAINTENANCE AND / ( ` g Q//
am �- m 31 / 2:1 SLOPE V ®/ /
X� _X \ X�x_ / LID SIL � � \ \ \ �\ � � - _ ACCESS EASEMENT_ _ - � -_ - � , /�ID) /�W // � �
02 4 \ �-- - / i-////� N / �///
I \ 3p6 i �� 304 - / 11.93
Z I / / ���LD
V I / / / 0 308
v v �ou�\HER L00�' AID 3,0
w I\ V _ /
o I I PRIVATE / / / - - - A,//
/
IL
� �11 �
24 LF V /
I I / / 1 / / 24/LF 2" RCS / _ - ����% 26+0� / / 7+00 28- 00
i RCEMETERY �O 1.67% i - _
EMAIN I I / / / , / / / / / (/ / JB -201 / 23 LF/15" RCP
UNDISTURBED (SEE � / / / � / / � / �/ � I / � / / ®2. 0%
NOTE 2, THI� / I / / / // / // i// /� 17 L " RCP
/ SHEET) / / / / / /� / of 08 / 312 / 25' RW
/ % x / / / ( FFER y /� / / CB -20 310 m �� // SETBAC
/ / 50' NEUS RIPARI%%� BUcn
/ I MEASURV 50' IF M TOP Of /oI / / / / / - - --- - / 306 / °� / / ///
BANK, EACH SIDE) I / / / �V // / / / - - _ / / /-�1�'� // / / ( 100' RAILROAD R W WITH
1v&PEE� F / / / FENCE ALONG R�
Z_ - - - � -----
x
/
EW -200
1 is M '� _ _ _ _ / / _ _ / _ _ _PROPERTY LINE-
�� 138 LF 1 "RCP
0 2.80%
2:1 SLOPE / / I SIDE TYPE E B ETBRCK/ 201 25' TREE AND
VEGETATION
9'x9' BOX CULVERT (DESIGN / \ N/F 1 PROTECTION ZONE
N/F f BY OTHERS) DUKE ENER Y PROGRESS, INC
DUKE ENERGY PROGRESS, INC I PIN 689706017 /
PIN 0689706017 / ) I I ( DB 15289, PG 2437 /
DB 15289, PG 2437 WAKE COUNTY ZONING: HD
WAKE COUNTY ZONING: HD RIPRAP PAD (SEE CULVERT USE: INDUSTRIAL
USE: INDUSTRIAL CROSSING SHEET BY OTHERS)
NOTES:
CB -203 STA 23 EX C/C=31 1. CONTRACTOR SHALL VERIFY THE EXISTENCE (BOTH
EW -200 STA 26+69.60 STA 23+50.86 EX. T/C=310.50
//
INV=292.50
T/C=311.53 T C=311.91 NEW T C=311.49 HORIZONTALLY AND VERTICALLY) OF ALL UNDERGROUND INV IN=307.47 (CB -204) INV IN=306.51 (CB -207) INV IN=306.82 (CB -301) UTILITIES PRIOR TO COMMENCEMENT OF LAND DISTURBANCEACTIVITIES.
INV OUT=307.37 INV OUT=306.41
JB -201
RIM=308.00 CB -204 CB -207 CB -301 2. AREAS DESIGNATED AS "EX. CEMETERY" SHALL REMAIN
INV IN=302.46 (CB -202) STA 26+69.59 STA 21+13.89 T/C=312.67
INV IN=303.50 (CB -203) T/C=311.53 T C=324.05 INV OUT=308.UNDISTURBED. CONTRACTOR SHALL TAKE NECESSARY
76 m
/ MEASURES TO ENSURE THAT NO CONSTRUCTION ACTIVITIES GRAPHIC SCALE
O=3
INV UT18.96 i
INV OUT=293.17 INV OUT=307.94 INV UT.21 (CB -208) TAKE PLACE AT LEAST 2' FROM THE EXISTING FENCE LINE.
40 0 20 40 80
CB -202 CB -205 3. ROADWAY AND CULVERT INSTALLATION SHALL COMPLY WITH
STA 25+14.18 STA 25+14.04 CB -208 ALL STIPULATIONS WITHIN THE APPROVED 401/404 PERMIT.
T/C=308.41 T/C=308.41 STA 21+13.88 1 inch = 40 ft.
INV IN=303.37 (CB -205) INV IN=303.94 (CB -206) T/C=324.05 4. CONTRACTOR SHALL REFER TO THE SEPARATE CONSTRUCTION
INV OUT=302.87 INV OUT=303.84 INV OUT=320.68
SEQUENCE FOR BOX CULVERT INSTALLATION.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

a`'oF wArE�Q�
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
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 4139
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
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 ❑X 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 ❑X 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.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
WTCC Southern Campus Loop Road Crossing
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
The Trustees of Wake Technical Community College
3b.
Deed Book and Page No.
DB: 2106, PG: 387; DB: 9699, PG: 1601; DB: 8762, PG: 968
3c.
Responsible Party (for LLC if
applicable):
Daniel Edwards
3d.
Street address:
9101 Fayetteville Road
3e.
City, state, zip:
Raleigh, NC 27603
3f.
Telephone no.:
919-866-6167
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
5c.
Street address:
2905 Meridian Parkway
5d.
City, state, zip:
Durham, NC 27113
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):
0689719954, 0689708713, 0689804752, & 0689819439
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.650040 Longitude:
1 c.
Property size:
102.9 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Mills Branch (DWR Stream Index: 27-43-15-7)
2b.
Water Quality Classification of nearest receiving water:
C;NSW
2c.
River basin:
Neuse (HUC 030202010901; Upper Middle Creek)
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: 0.0 acres
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,704 If
3d. Explain the purpose of the proposed project:
See attached 'PCN Supplemental Information'.
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: see 4d.
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c.
If yes, who delineated the jurisdictional areas?
Name (If known): George Buchholz (formerly of McAdams)
Agency/Consultant Company: McAdams
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
An Approved Jurisdictional Determination was issued by the USACE on November 20, 2014 (USAGE Action ID: SAW -2014-02128).
A Neuse Buffer Determination was issued by the NC DWR on November 19, 2014 (NBRRO# 14-402). See attached documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑x Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
See attached 'PCN Supplemental Information'.
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
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑X 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 -
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
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:
2h. Comments:
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 P
Culvert
Stream A
PER
Corps
10
134
S2 P
Rip rap dissipator
Stream A
PER
Corps
10
13
S3 T
Coffer dam
Stream A
PER
Corps
10
35
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
182
3i. Comments:
See attached 'PCN Supplemental Information'.
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
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.
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?
❑X 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 P
Perpendicular crossing
Stream A
No
9,758
3,741
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
9,758
3,741
6i. Comments: Total buffer impacts for this project are 0.31 acres. Since total buffer impacts are less than 0.33 acres, buffer mitigation is not
required.
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 ❑X 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
El 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?
❑ 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.
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
❑X 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.
See
attached 'PCN Supplemental Information'.
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
51.88%
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
See attached 'PCN Supplemental Information'.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Wake County
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Wake County
❑ Phase II
❑X 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 ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state-implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X 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
❑X Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
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.) See attached letter from State Clearing House dated May 12, 2015 (SCH File # 15 -E -
❑X Yes
❑ No
Comments: 3530-0555)
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,
E] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El 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.
Waste
water will be directed into an existing sewer line maintained by Wake 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
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?
❑ 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 7, 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?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NCFIRM Map Number 3720068900J (revised 5/2/2006)
Kelly Roth
12-08-2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

'J MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > WCC -17000
Nationwide Permit 39/GC 4139
WTCC Southern Campus Loop Road Crossing
Wake County, 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 at the Southern Wake Campus of Wake Technical Community College (Wake Tech)
in Wake County, North Carolina. The campus is located off Fayetteville Road (U.S. Highway 401) at the southeast
corner of the intersection with Old McCullers Road. The project site is comprised of four parcels (Wake County PINS:
0689719954, 0689708713, 0689804752, and 0689819439) owned by the Trustees of Wake Technical Community
College and totaling 102.9 acres. The Southern Loop Road project area is approximately 12.0 acres within the Wake
Tech Southern Wake Campus site.
The project site consists of multiple academic and administrative buildings, parking lots, roads, and associated
infrastructure associated with the Wake Tech Southern Wake Campus. The parcel currently consists of 51.36 acres
of impervious area (approximately 50.37 percent of the total site area). Forested areas include the existing stream
buffers and the western and northwestern portions of the campus along Fayetteville Road and Old McCullers Road.
The riparian buffers are mostly forested, and are dominated by loblolly pine (Pinus taeda) and oak species (Quercus
sp.). Red maple (Acer rubrum) and tulip poplar (Liriodendron tulipifera) are also present in the canopy layer. The
understory consists primarily of Chinese privet (Ligustrum sinense) and common greenbriar (Smilax rotundifolia).
Land use in the vicinity includes forested areas interspersed with residential, agricultural, and commercial uses. A
railroad is adjacent to the eastern boundary of the project site.
The project area is in the Upper Middle Creek Watershed (HUC 030202010901) within the Neuse River basin. The
subject property drains east and south to two unnamed tributaries to Mills Branch, which is designated Class C;NSW.
The project area is depicted on both a current U.S. Geological Survey (USGS) map (Figurel) and the Wake County
NRCS Soil Survey (Figure 2). There is one potential stream feature mapped on the USGS map; there are four
potential stream features and one potential pond feature depicted on the Soil Survey map.
McAdams staff conducted field investigations on October 27, 2014 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, one perennial stream (Stream A) and one intermittent stream (Stream D)
were identified within the project site. A total of approximately 2,704 linear feet of stream were flagged. No wetland
features were identified within the project site. Figures 3.1 and 3.2 depict the surveyed extents of the delineated
stream features. An Approved Jurisdictional Determination confirming McAdams' findings was issued by the US
Army Corps of Engineers (USACE) on November 20, 2014 (USACE Action ID: SAW -2014-02128). A Neuse Buffer
Determination was issued by the NC Division of Water Resources (DWR) on November 19, 2014 (NBRRO# 14-402).
According the Buffer Determination, Streams A and D are subject to the Neuse River Basin Riparian Buffer Rules.
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

'J MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > WCC -17000
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide vehicular access from US 401 (Fayetteville Road) to the newly
constructed Parking Lot S on the southern end of the campus, as well as Parking Lot R on the eastern side of the
campus.
3e. Describe the overall project in detail, including the type of equipment to be used:
Wake Tech is proposing to construct a 26 -foot -wide two-lane road along the southern end of the campus to connect
the newly constructed Parking Lot S and Parking Lot R to U.S. Highway 401 (Fayetteville Road). Construction of the
Southern Loop Road will include sidewalk, curb and gutter, striping, lighting, and drainage improvements, as well as
the removal of an existing stone wall/sign at Old McCullers Road that will be used for the future Southern Loop Road
entrance. The proposed project will also include repair and repaving of existing parking areas, including Parking Lot
P, as well as associated restriping, addition of accessible spaces, sidewalk, and removal and replacement of an
existing broken curb and sidewalk.
The site was designed to minimize impacts to aquatic resources while providing the needed access. There is one
area of stream and Neuse buffer impact associated with the proposed Southern Loop Road. To connect to Parking
Lot R, the road will need to cross perennial Stream A. The proposed project will result in 182 linear feet of stream
impact, and 0.22 acre of Zone 1 and 0.09 acre of Zone 2 Neuse buffers associated with Stream A. Of the total stream
impacts, 134 If will be permanent impacts associated with the proposed 9'x9' box culvert. Another 13 If of
permanent stream impacts will be due to a riprap dissipator pad that will be installed flush with the existing grade of
the stream bed to allow for aquatic life passage, minimizing impacts to the maximum extent practicable. There will
be 35 If of temporary stream impacts associated with the construction of coffer dams and diversion channels for the
installation of the proposed culvert. There are 0.22 acre (9,758 sf) of Zone 1 Neuse buffer impacts and 0.09 acre
(3,741 sf) of Zone 2 Neuse buffer impacts associated with the proposed road crossing. No wetland impacts will result
from this project. All sedimentation and erosion control measures will be implemented before construction to
minimize runoff. Typical construction equipment, such as a long-arm track -hoe, front end loader, and bush hog will
be used for the initial clearing.
5b. Explain in detail about permits or certifications that have been requested or obtained for this project in the
past:
Neuse buffer authorization received for impacts related to proposed improvements to the parking lot located within
the main campus and repaving of Parking Lots S and R, construction of stormwater management facilities,
construction of a new wooden pedestrian bridge connecting Parking Lot S to Parking Lot R, and the establishment of
a 20 -foot permanently maintained sanitary sewer easement:
• Neuse buffer authorization issued by NC DWR on May 21, 2015 (DWR# 15-0321)
o Authorized 3,180 sf of Zone 1 Neuse buffer impacts and 15,684 sf of Zone 2 Neuse buffer impacts
Permits/certifications received for impacts related to a temporary construction access between Parking Lots S and R:
• NWP33 issued by the USACE on October 21, 2015 (SAW -2014-02128)
o Authorized 78 If of impacts to Stream A
• 401 certification and buffer authorization issued by NC DWR on September 9, 2015 (DWR# 15-0321 v2)
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'J MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > WCC -17000
o Authorized 78 If of impacts to Stream A, 3,158 sf of Zone 1 Neuse buffer impacts, and 1,273 sf of
Zone 2 Neuse buffer impacts
Section C. Proposed Impacts Inventory
3i. Stream Impacts Comments:
Of the total 182 If of stream impacts associated with the proposed road crossing, 13 If will be associated with a
riprap dissipator pad which will be installed flush with the existing grade of the stream bed to allow for aquatic life
passage. In addition, there will be another 35 If of temporary stream impact associated with the construction of
coffer dams and diversion channels. Therefore, there will be a total of 147 If of permanent stream impact associated
with the culvert installation.
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 Southern
Loop Road is needed to provide access to Parking Lots S and R from U.S. Highway 401 (Fayetteville Road). Due to
existing construction constraints, the proposed configuration is the only feasible option for the crossing of Stream A.
The road crossing is designed to cross Stream A at a perpendicular angle to minimize impacts to jurisdictional
streams and buffers. There are 182 If of total stream impacts to Stream A associated with the proposed road
crossing. No impacts to jurisdictional wetlands are proposed. Because the total proposed impacts to Waters of the
U.S. are less than 150 If, and total proposed impacts to Neuse buffers are less than 0.33 acre, 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 Wake 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 wetland 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.
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'J MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > WCC -17000
Section E. Stormwater Management and Diffuse Flow Plan (required by DWR)
1b. If a diffuse flow plan is not included, explain why:
The proposed stormwater management plan for the project will be designed to minimize impacts to downstream
waters. The plan incorporates stormwater management techniques to manage both water quantity and quality
aspects of site runoff. Stormwater management for the project will be accomplished by incorporating engineered
stormwater management facilities to capture and treat the stormwater runoff from developed areas. The proposed
roadway is located within the Neuse River basin with all stormwater runoff draining into Mills Branch. Final design of
stormwater management on this site shall meet the stormwater management and diffuse flow performance
standards for development set forth in the Wake County UDO and the Neuse River Riparian Buffer Rules.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief narrative description of the
plan:
The proposed development is located within the Neuse River basin and will be subject to the stormwater
management requirements set forth in Article 9 of the Wake County Unified Development Ordinance (UDO). Per
Wake County regulations, stormwater management on this site shall address two primary issues: (1) peak discharge
rates, and (2) water quality management. An approved stormwater management plan is required for all proposed
new development disturbing one half acre or more for commercial, industrial, multifamily residential, local
government property and other non-residential uses [15A NCAC 02B.0235]. The proposed project will result in a
significant increase in peak flow rates. To mitigate this impact, the proposed facilities have been sized such that
post -development peak flow rates are no greater than pre -development levels in the 1 -year storm event at all Points
of Analysis (PDAs). The only increase reported is at POA 3, however it is below the 10 percent increase threshold, as
described in the Wake County UDO. POAs 1A and 113 are located where stormwater will be entering the stream from
each proposed stormwater management facility. It should be noted that the existing stormwater management
facility was not included in the analysis of the pre- and post -development peak flow rates. To address water quality
management, the proposed design will meet the 10.0 lbs/ac/yr maximum nitrogen export rate for a commercial
development. The proposed stormwater management facilities are providing enough treatment for the site to
generate a nitrogen loading credit, therefore no buydown payment will be required as a part of this proposed
development. It should be noted that no nitrogen removal from the existing stormwater management facility was
considered for these calculations.
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:Hecos.fws.gov/ipac/) and the NC Natural Heritage Program Data Explorer
(http://ncnhde.natureserve.org/content/map) were accessed on December 7, 2017 to determine if the project
would impact Endangered Species or Designated Critical Habitat. An official species list for the project area was
generated using the USFWS IPaC regulatory review tool. The official species list identified the red -cockaded
woodpecker (Picoides borealis), dwarf wedgemussel (Alasmadonta heterodon), yellow lance (Elliptio lanceolate),
and Michaux's sumac (Rhus michauxii) as federally listed species that may occur within the project area. There are
creating experiences through experience 4 of 5

'J MCADAMS PCN FORM SUPPLEMENTAL INFORMATION > WCC -17000
no critical habitats within the project 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 7, 2017 did not reveal any listings within the project 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 5 of 5

NCDENR
North Carolina department of Environment and Natural Resources
Pat McCrory
Governor
November 19, 2014
Wake Technical Community College
Mr. Garion Bunn
9101 Fayetteville Rd
Raleigh, NC 27603
John E. Skvarla, III
Secretary
Subject: Buffer Determination
NBRROY 14-402
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B.0233)
Start@
❑ Tar -Pamlico (15A NCAC 213 .0259)
❑ Ephemeral/Intermittent/Perennial Determination
USGS
Topo
F-1IsolatedWetland Determination
El Jordan (15A NCAC 2B .0267)
X
Project Name: Wake Tech Main
Location/Directions: Property is located on Wake Tech Main Campus Wake County, NC.
Subject Stream: Mills Branch
Determination Date: November 5, 2014 Staff: James Graham
Feature/Flag
Not
Subject
To
Buffers
Subject
To
Buffers
E/1/Px
Start@
Stop@
Soil
Survey
USGS
Topo
A
X
P
X
X
B
Off property
X
C
X
Non-existent
X
D
X
I
McAdams Flag
X
E
X
I
Pond A
X
Non-existent
X
"D/I/P - Ephemeral/Intermittent/Perennial
One
No hCa oliva
)aturall'#
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwaterauality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Wake Tech Main Campus
Wake County
November 12, 2014
Page 2 of 2
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed -above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact James Graham at [phone].
Respedtfully,
Danny Smit , Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO/SWP File Copy
George Buchholz
McAdams Company
2905 Meridian Parkway
Durham, NC 27713

ure/Fla
Not
Subject
g
SWOBuXfler,,
ABC
DE
ldA

J I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby
certif that this ma was r d d d h th I t:
y p p epare un er my supervision an s ows e oca ions
\ ply ofZ---.
04 Jurisdictional Areas delineated y Environmental Consulting
/ 6�A AnCC, Se
`BQJC ELLER
� RG SR
� Qi P 04,D - _ _........................................ �/
/ F SAY I ONALD T. FREDERICK NC P.L.S. L 4720 Date
STREAM �� L
/ FEATURE A
LENGTH 442' n+ J
/
WW HOLDING
!�- -TECH INST TRS
STREAM FEATURE Com~ / �� DB 2106, PG.
LENGTH 669' 683
PIN: 0689923174
L8 L_129_* —
r~
WAKE TECHNICAL / q
COLLEGE
DB 2106, PG 387 STREAM FEATURE C
PIN: 0689718778 LENGTH 143' n r113��
Vr
Cj
STREAM FEATURE A . O Q �roggl� ��
/ LENGTH 1385' ^�,� Q-1 &. _ a�j�`8'
/ STREAM FEATURE B
/ TECH ROAD LENGTH 65 �rt,`u N
60' PUBLIC RIGHT OF WAY -- — L13 V L30
TOTAL STREAMS LENGTH 2,704' � — — — � —
LEGEND
STREAM
OO EXISTING IRON PIPE J/ L — Z — _J I T` FEATURE A
LENGTH 1385' co /
■ EXISTING CONCRETE MONUMENT I I
CALCULATED POINT L SESHEET 6..A /
X1 + CENTERLINE OF CREEK I — — SEE SHEET 7 /
MATCHLINE
__---
L7 �L'2b
I
F J
"This certifies that this copy of this plat accurately depicts the boundary of the 400
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on 00
this date_ Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
Manual."
(Name)-----------
(Title)-----
(Date)_—
SEAL. {
L-4727
Qr Q
�. _
GENERAL NOTES
LINE TABLE
1 )
LINE
i
BEARING
INFORMATION TAKEN FROM BM 1988, PG 228;
DISTANCE
L3
N
76'50'00"
W
665.90'
L4
S
21°58'06"
W
50-03'
L5
S
70'54'50"
E
39.49'
L6
S
22'10'00"
W
350.56'
L7
S
22'08'00"
E
154.40'
L8
N
88'22'35"
W
155.37'
L9
S
34'19'05"
W
528.83'
L10
S
57'06'44"
W
168.12'
111
S
20'00'32"
W
70.78'
L12
S
20'52'45"
W
272.03'
L13
S
89'45'55"
W
1192.26'
L20
N
89'53'27"
W
468.92'
L21
N
89'52'54"
W
355.43'
L25
N
39'20'55"
E
461.87'
L26
N
15'04'55"
E
203.50'
L27
N
48'20'55"
E
374.30'
L29
S
87'52'30"
E
220.51'
L30
N
89'42'40"
W
379.09'
J I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby
certif that this ma was r d d d h th I t:
y p p epare un er my supervision an s ows e oca ions
\ ply ofZ---.
04 Jurisdictional Areas delineated y Environmental Consulting
/ 6�A AnCC, Se
`BQJC ELLER
� RG SR
� Qi P 04,D - _ _........................................ �/
/ F SAY I ONALD T. FREDERICK NC P.L.S. L 4720 Date
STREAM �� L
/ FEATURE A
LENGTH 442' n+ J
/
WW HOLDING
!�- -TECH INST TRS
STREAM FEATURE Com~ / �� DB 2106, PG.
LENGTH 669' 683
PIN: 0689923174
L8 L_129_* —
r~
WAKE TECHNICAL / q
COLLEGE
DB 2106, PG 387 STREAM FEATURE C
PIN: 0689718778 LENGTH 143' n r113��
Vr
Cj
STREAM FEATURE A . O Q �roggl� ��
/ LENGTH 1385' ^�,� Q-1 &. _ a�j�`8'
/ STREAM FEATURE B
/ TECH ROAD LENGTH 65 �rt,`u N
60' PUBLIC RIGHT OF WAY -- — L13 V L30
TOTAL STREAMS LENGTH 2,704' � — — — � —
LEGEND
STREAM
OO EXISTING IRON PIPE J/ L — Z — _J I T` FEATURE A
LENGTH 1385' co /
■ EXISTING CONCRETE MONUMENT I I
CALCULATED POINT L SESHEET 6..A /
X1 + CENTERLINE OF CREEK I — — SEE SHEET 7 /
MATCHLINE
__---
L7 �L'2b
I
F J
"This certifies that this copy of this plat accurately depicts the boundary of the 400
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on 00
this date_ Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
Manual."
(Name)-----------
(Title)-----
(Date)_—
SEAL. {
L-4727
Qr Q
�. _
GENERAL NOTES
m
1 )
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY
i
TDELTA ANGLE
INFORMATION TAKEN FROM BM 1988, PG 228;
C1
2000.00'
BM 1999, PG. 2214; BM 2002, PG. 599.
z
2.)
COORDINATES SHOWN HEREON ARE BASED ON
z
NC GRID (NAD 83).
O
3.)
STREAM TOP BANK WERE DELINEATED IN THE
FIELD THE McADAMS COMPANY, INC.
4.)
WETLAND AREAS DELINEATED IN THE FIELD BY
McADAMS COMPANY, INC.
5.)
NOTE: THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A LOCAL
C
GOVERNMENT AGENCY FOR COMPLIANCE WITH
p
ANY APPLICABLE LAND DEVELOPMENT
REGULATIONS.
z
6.)
NO JURISDICTIONAL WETLANDS WITHIN PROPERTY
� F
BOUNDARY.
GRAPHIC SCALE
W
Z
�
0
200 400 800
a
�
d
W
1
inch = 400 ft.
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
TDELTA ANGLE
TANGENT
C1
2000.00'
213.62'
S 73'46'24" E
213.52'
1 6'07'11"
1 106.91'
s o
5 0
o
O
p
O
N
C
U
p
(N
z
� F
�
i
W
Z
�
a
�
d
AID #)_ % r'JMCADAMs

I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby
Northing
certify that this map was prepared under my supervision and shows the locations
Al
of Section 404 Jurisdictional Ar as delineated by Environmental Consulting
2088856.179
Services, Inc. Y
692546.631
2088855.049
A3
R NALD . FREDERICK, NC P.L.S. L-4720 Date \
2088840.478
\
692510.641
2088830.437
.
��'G�`��.`�S�C3�'•.��;
20
(TIE)
A6
692483.720
z SEAL
A7
L -472_D
2088795.039
A8
692424.868
2088787.233
A9
•� /
2088778.147
A10
692391.572
2088774.915
All
GENERAL NOTES /
1.) SEE SHEET 1 FOR GENERAL NOTES.
t
� to
fW
7
LEGEND
OO EXISTING IRON PIPE
■ EXISTING CONCRETE MONUMENT
A CALCULATED POINT
X1 + CENTERLINE OF CREEK
- - - MATCHLINE
J
"This certifies that this copy of this plot accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Enginccrs Wctlands Dclincation
Manual_"
(Name)--------
Lp AICCU
60,
RIOxr� ERS ROA r, (Title)-------------------
Vic
Title)-------------------
OA SAY (Date) - -
_,J3 (Alp #)-----------
7 40 Q.\) \ \
(TIE
\
\
�I
MATCHLINE SHEET
uJ
MATCHLi'\;E SHEET = .�
o is
z+-
NGTH 442'
I
I
Description
Northing
Eastin
Al
692551.463
2088856.179
A2
692546.631
2088855.049
A3
692522.651
2088840.478
A4
692510.641
2088830.437
A5
692498.059
2088818.369
A6
692483.720
2088806.384
A7
692455.889
2088795.039
A8
692424.868
2088787.233
A9
692397.966
2088778.147
A10
692391.572
2088774.915
All
692384.897
2088776.777
Al2
692365.413
2088773.812
A13
692362.988
2088774.552
A14
692350.908
2088766.920
A15
692339.324
2088761.600
A16
692333.846
2088754.200
A17
692316.455
2088751.904
A18
692300.389
2088752.921
A19
692293.009
2088750.490
A20
692285.114
2088753.137
A21
692274.268
2088749.963
A22
692241.207
2088751.546
A23
692233.278
2088754.184
A24
692219.335
2088747.752
A25
692213.588
2088742.137
A26
692194.801
2088731.763
A27
692186.943
2088729.518
A28
692174.865
2088721.789
A29 1
692150.582 1
2088721.208
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
au
O
N
�
0
00
w
00
CD
N
3
�
o
2�
N
0
z
�
F
�
a
6
O
J
6
F
a
a
w
w
o
"J MCADAMS

START C
GENERAL NO
1.) SEE SHEET 1 FOR (
"This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U -S. Corps of Engineers Wetlands Delineation
Manual,"
(Name)
(Title)
(Date) __
(AID #) -
LEGEND
OO EXISTING IRON PIPE
■ EXISTING CONCRETE MONUMENT
CALCULATED POINT
X1 + CENTERLINE OF CREEK
- - - MATCHLINE
I
I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby 8
certify that this map was prepared under my supervision and shows the locations �Ng
of Section 404 Jurisdictional Ar as delineated by Environmental Consulting d
Services, Inc, b go
c`s
11h
_ _ _____ _ _ ___
R NALD T, FREDERICK, NC P.L.- -4720 Date ��rrr=rrrrr+i���' ,.
SEAL r e A
L-4720
�+�r�r�rrrrra�r��
ca
N 82`09'05" W
54.34' (TIE)
5
C37�_ C41'
-�
0)C40`
cv
1
Descri tion
Northing
Eastin
START C
692266.099
2088026.088
C2
692238.139
2088067.324
C3
692213.304
2088088.499
C4
692199.046
2088105.665
C5
692182.252
2088120.834
C6
692171,783
2088133.448
C7
692149.630
2088140.366
C8
692145.062
2088147.309
C9
692143.201
2088176.830
C10
692130.725
2088190.376
C11
692126.992
2088199.580
C12
692128.150
2088210.458
C13
692117.040
2088220.832
C14
692100.751
2088249.074
C15
692084.956
2088273.401
C16
692072.872
2088285.864
C17
692067.149
2088293.559
C18
692060.077
2088308.725
C19
692037.868
2088319.573
C20
692029.886
2088329.517
C21
692023.332
2088349.155
C22
692021.035
2088352.547
C23
692013.573
2088356.110
C24
691986.330
2088359.856
C25
691967.507
2088374.396
C26
691961.309
2088380.704
C27
691961.195
2088390.320
C28
691954.290
2088392.000
C29
691934.743
2088403.471
C30
691919-637
2088419.715
C31
691921.057
2088422.840
C32
691922.129
2088429.974
C33
691908.662
2088453.036
C34
691881.955
2088460.896
C35
691874.663
2088489.034
C36
691872.614
2088506.830
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft -
i
N
r
'J MCADAMS

I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby
certify that this map was prepared under my supervision and shows the locations
of Section 404 Jurisdictional Areas as delineated by Environmental Consultin
Services, Inc. a�a4a�+;���+�J7q+�
RONALD FREDERICK, NC P.L,S, L-4720 Date SEAL { r
;r L--472001.
�.
■ sUt! �•• Q� as
Description
NorLhinq
Eastin
C37
691865.194
2088560.659
C38
691863.947
2088570.086
C39
691861.708
2088580.298
C40
691857.249
2088600.450
C41
691855.922
2088612.113
C42
691855.245
2088618.830
C43
691855.697
2088624.919
C44
691860.899
2088644.207
C45
691866.306
2088662.979
C46
691873.882
2088679.935
C47
691877.133
2088686.063
END C
691882.927
2088697.791
GENERAL NOTES
1.) SEE SHEET 1 FOR GENERAL NOTES.
I r
MATCHLINE SHEET 2 LU
■.wrr
MATCHLINE SHEET 4 +�
INf W
4 +1 so
b
_
r i A30
n r 339.44
Z�
*� A A33 A35A 36 11.23
ix
�!k A34 A.37
A38
N 82'09'05" W
54.34' (TIE)
C36
_ 3
C3 C41
C40{
N �n
-11 q-!
STREAM FEATURE C LENGTH 143'
10.70
A61
1 A62
"This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date_ Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
Manual."
(Name) ------------- -__
(Title)-
(Date)-
(AID
Title)_(Date)_(AID #)
MATCHLINE SHEET 4
MATCHLIN'ESHEET
A56
A57
A58
A59
A60
-.6r
a64 /- 65 �
0
r&71
A72
A73
Descri tion
A41
A42 A40 STREAM FEATURE A LENGTH 1,385'
A44
67
A45
692049.195
2088713.492
A43 �
A46
692034.621
2088713.274
Q
o 47
692023.417
A48
A49
650988
C47
51 11.69
C46
692012.122
692009.231
2088730.795
2088743.639
AS
C43
ND C 4.31
" 45
"
.
A5ci 4-7
C44 Q
A54
C42
A55
-11 q-!
STREAM FEATURE C LENGTH 143'
10.70
A61
1 A62
"This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date_ Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
Manual."
(Name) ------------- -__
(Title)-
(Date)-
(AID
Title)_(Date)_(AID #)
MATCHLINE SHEET 4
MATCHLIN'ESHEET
A56
A57
A58
A59
A60
-.6r
a64 /- 65 �
0
r&71
A72
A73
Descri tion
Northing
Eastin
67
A30
692049.195
2088713.492
/ i
A31
692034.621
2088713.274
CALCULATED POINT
A32
692023.417
2088720.029
A33
692015.855
2088726.860
A34
A35
692012.122
692009.231
2088730.795
2088743.639
A76
692008.230
2088750.878
A37
692001.387
2088757.883
A38
691987.251
2088751.823
A39
691978.344
2088735.053
A40
691970.573
2088720.464
A41
691963.659
2088709.281
A42
691953.985
2088703.305
A43
691946.299
2088696.770
A44
691941.723
2088688.964
A45
691940.571
2088683.005
A46
691934.947
2088681.132
A47
691921.239
2088684.565
A48
691905.382
2088687.264
A49
691893.715
2088690.331
A50
691886.050
2088698.441
A51
691882.927
2088708.246
A52
691877.110
2088713.042
A53
691862.412
2088718.089
A54
691847.977
2088717.667
A55
691843.539
2088719.971
A56
691834.097
2088726.395
A57
691814.984
2088737.230
A58
691794.761
2088737.489
A59
691782.442
2088734.185
A60
691772.698
2088731.159
A61
691756.942
2088727.075
A62
691748.932
2088727.524
A63
691742.280
2088730.600
A64
691730.319
2088741.074
A65
691723,406
2088759.271
A66
691692.453
2088773.352
A67
691685.993
2088773.425
A68
691669.724
2088760.509
A69
691666.211
2088755.013
A70
691663.737
2088746.249
A71
691642.295
2088732.763
A72
691626.969
2088722.376
A73
691613.356
2088734.795
A74
691591.721
2088728.137
A75
691564.654
2088746.076
A76
691539.184
2088751.237
i
11.87
A74
A75
__
12.49 � ,j�/
A 81�--� 1 A 7 7
GRAPHIC SCALE
/ 60 0 30 60 120
1 inch = 60 ft.
IS
O
d'
W
0
0 0
0 0
i
O O N `D
U 0 II I
(Uj O
N
z
F �
E
z
+ y a ri
F
a � a
"J MCADAMS
LEGEND
67
/r
O• EXISTING IRON PIPE
"/
'/6
/ i
■ EXISTING CONCRETE MONUMENT
6968�rOA�
CALCULATED POINT
Q0, q
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MATCHLINE
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I, RONALD T, FREDERICK, a North Carolina Professional Land Surveyor, do hereby
certify that this map was prepared under my supervision and shows the locations
of Section 404 Jurisdictional Areas as delineated by Environmental Consulting
Services, Inc.
RONALD T. FREDERICK, NC P.L.S. L-4720 Date
Description
Northing
Fastin
A77
691518.284
2088749.993
A78
691506.053
2088737.145
A79
691502.283
2088726.190
A80
691508.960
2088713.566
A81
691510.196
2088700.326
A82
691488.627
2088671.697
A83
691481.769
2088664.925
A84
691470.706
2088646.173
A85
691465.508
2088643.496
A86
691449.530
2088644.632
A87
691438.039
2088616.943
A88
691433.313
2088614.733
A89
691429.160
2088606.136
A90
691429.687
2088590.317
A91
691417.356
2088586.773
A92
691400.520
2088592.576
A93
691385.696
2088595.413
A94
691371.338
2088592.615
A95
691356.954
2088577.876
A96
691339.790
2088571.998
A97
691324.835
2088562.385
A98
691294.564
2088574.952
A99
691282.847
2088570-426
A100
691278.715
2088547.995
A101
691269.388
2088545.613
A102
691251.403
2088561.967
A103
691244.660
2088564.897
A104
691235.379
2088555.990
A105
691238.588
2088542.979
A106
691244.462
2088531.146
A107
691223.606
2088510.466
A108
691218.542
2088487.117
A109
691193.531
2088487.259
A110
691164,808
2088486.109
A111
691152.791
2088494.394
A112
691156.425
2088508.606
A113
691157.074
2088520.000
A114
691155.338
2088521,761
A115
691133.099
2088524.146
A116
691115.256
2088517.452
A117
691114.645
2088510.749
A118
691116.610
2088500.017
A119
691094.738
2088481.182
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STREAM FEATURE A LENGTH 1,385'
A110
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STREAM FEATURE B LENGTH 65'S\
"This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date, Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
11
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MATCHLINE SHEET 4
MATCHILINE SHEET
WAKE TECHNICAL COMM
COLLEGE TRUST OF
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PIN: 0689819439
MATCHLINE SHEET 5 GENERAL NOTES
---vna� -1.) SEE SHEET 1 FOR GENERAL NOTES.
MATCHLINE SHEET 6
Manual. GRAPHIC SCALE
(Name) -------_.-...Y.__... -------------------------- 60 0 30 60 120
(Title) _------
=
(Date) --------------
-- 1 inch 60 ft.
(AID #)
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I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby
certify that this map was prepared under my supervision and shows the locations
of Section 404 Jurisdictional Areas as delineated by Environmental Consulting
Services, Inc.
RONALD T- FREDERICK, NC P.L.S. L-4720 Date �`' ,•.' g i'••, r '��
Description
Northing
Eastin
A120
691078.325
2088481.522
A121
691070.018
2088483.008
A122
691057.554
2088488.818
A123
691047.936
2088498.208
A124
691038.957
2088500.204
A125
691034.897
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A126
691031.695
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A127
691020.136
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A128
691001.253
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A129
691006.830
2088410.697
A130
691017.018
2088405.486
A131
691030.827
2088416-679
A132
691038.527
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A133
691051.417
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A134
691050.382
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A135
691049.346
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A136
691044.524
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A137
691028.730
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A138
691019.461
2088339.278
A139
690986.474
2088325.627
A140
690955.527
2088322.390
A141
690939.307
2088299.214
A142
690925.153
2088291.766
A143
690913.324
2088289.946
A144
690892.421
2088282.267
A145
690882.496
2088267.743
A146
690833.003
2088239.819
A147
690801.653
2088226.248
A148
690770.880
2088195.545
A149
690747.876
2088189.656
A150
690726.475
2088182.738
A151
690708.206
2088160.879
A152
690693.395
2088144.957
A153
690683.833
2088136-364
A154
690664.400
2088136.137
A155
690657.884
2088131.469
A156
690649.421
2088112.690
A157
690641.179
2088102.143
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START B 691107.734 20883
END B 691057.237 2088
"This certifies that this copy of this plot accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
Manual."
(Name) -----------_. - ---------------_,_._._m-.-
(Title) ------
(Date)
(AID #)-
2
Z
S.
LEGEND
GRAPHIC SCALE OO EXISTING IRON PIPE
60 0 30 60 120 0 EXISTING CONCRETE MONUMENT
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I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do hereby
certify that this map was prepared under my supervision and shows the locations
of Section 404 Jurisdictional Areas as delineated by Environmental Consulting
Services, Inc.
RONALD T. FREDERICK INC P.L.S. L-4720 �- Date !•`��¢.7F ti5S jf) /+10.w
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690635.513
2088099.354
A159
690615.675
2088100.123
A160
690586.172
2088097.882
A161
690562.211
2088086.674
A162
690541.671
2088060.758
A163
690512.272
2088034.637
A164
690506.984
2088027,555
A165
690504.754
2088009.711
A166
690469.319
2087991,513
A167
690460.793
2087994.206
A168
690449.749
2088001.030
A169
690439.606
2088001.594
A170
690439.344
2087985.473
A171
690437.266
2087973.592
A172
690429.290
2087963.270
A173
690409.587
2087948.320
A174
690402.879
2087943.785
A175
690405.569
2087939.067
A176
690406.771
2087927.259
A177
690406.000
2087920.407
A178
690398.159
2087909.601
A179
690372.300
2087885.301
A180
690362.931
2087883.271
A181
690352.760
2087891.439
A182
690352.177
2087908.841
A183
690333.333
2087919.381
A184
690328.328
2087918-449
A185
690315.901
2087903.601
A186
690317.041
2087871.728
A187
690312.985
2087857.036
A188
690295.705
2087836-717
END A
690286.029
2087838.221
L21
342.13' (TIE)
"This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Corps of Engineers Wetlands Delineation
Manual."
(Name)__----------
(Title)-----------
(Date) _--
(Date)
(AID #)
M
MATCHLINE SHEET 6
MATCHLINE SHEET
ILL NOTES
1 FOR GENERAL NOTES,
LEGEND
GRAPHIC SCALE O EXISTING IRON PIPE
60 0 30 60 120 EXISTING CONCRETE MONUMENT
A CALCULATED POINT
1 inch 60 ft.
X1 + CENTERLINE OF CREEK
=
- - MATCHLINE
i
W
49
/-6
IM;

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 21, 2015
Wake Technical Community College
Attn: Garion Bunn
9101 Fayetteville Rd.
Raleigh, NC 27603
Donald R. van der Vaart
Secretary
DWR # 15-0321
Wake County
Subject: AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Wake Technical Community College — Main Campus — Parking Lot/Repaving
Dear Mr. Bunn:
You have our approval for the impacts listed below for the purpose described in your
application dated March 27, 2015 and received by the Division of Water Resources (Division) on
April 2, 2015 with additional information received on May 18, 2015. Please note that you
should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge,
and Water Supply Watershed regulations. This Authorization Certificate shall expire five (5)
years from the date of this letter.
This approval requires you to comply with the following conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Buffer Rules are met. No other impacts are approved, including
incidental impacts [15A NCAC 02B. 0233(8)].
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Buffers —Zone 1
528 (square feet)
0 (square feet)
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

Wake Technical Community College
DWR# 15-0321
BUFFER APPROVAL
Page 2 of 4
Impact 1
Buffers — Zone 2
269 (square feet)
0 (square feet)
Impact 1
Buffers —Zone 1
2,129 (square feet)
0 (square feet)
Impact 2
Buffers — Zone 2
2,025 (square feet)
0 (square feet)
Impact 2
Buffers — Zone 1
0 (square feet)
0 (square feet)
Impact 3
Buffers — Zone 2
13,323 (square feet)
0 (square feet)
Impact 3
Buffers — Zone 1
523 (square feet)
0 (square feet)
Impact 5
Buffers — Zone 2
67 (square feet)
0 (square feet)
Impact 5
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur [15A NCAC 02H .0501
and .0502].
3. Protective Fencing
All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities and must be maintained on the property until
the project phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H
.0507 (c)]
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Buffer
Authorization. If you change your project, you must notify the Division and you may be
required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and is responsible for
complying with all conditions.
5. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute

Wake Technical Community College
DWR# 15-0321
BUFFER APPROVAL
Page 3 of 4
150B by filing a written petition for an administrative hearing to the Office of Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://wvvw.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWQ:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR-401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under the Neuse Riparian Buffer Rules as
described in 15A NCAC 02B.0233. Please contact Cherri Smith at 919-791-4251 or
[e-mail] if you have any questions or concerns.

Wake Technical Community College
DWR# 15-0321
BUFFER APPROVAL
Page 4 of 4
Sin re
Danny.Smith
Supervisor, Water Quality Regional Operations Section
cc: DWR RRO 401/Buffer Authorization file
George Buchholz; The John R. McAdams Company, Inc.; 2905 Meridian Parkway;
Durham, NC 27713

=7A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 9, 2015
Wake Technical Community College
Attn: Garion Bunn
9101 Fayetteville Rd.
Raleigh, NC 27603
Donald R. van der Vaart
Secretary
DWR # 15-0321 v2
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Wake Technical Community College — Main Campus —Temporary Construction
Access
Dear Mr. Bunn:
You have our approval for the impacts listed below for the purpose described in your
application dated September 1, 2015 and received by the Division of Water Resources (Division)
on September 2, 2015. These impacts are covered by the attached Water Quality General
Certification Number 3893 and the conditions listed below. This certification is associated with
the use of Nationwide Permit Number 33 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This Authorization
Certificate for DWR #15-321 v2 does not replace the Authorization Certificate for DWR #15-
0321 dated May 21, 2015.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8)]
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

Wake Technical Community College
DWR# 15-0321 Q
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
0 (linear feet)
78 (linear feet)
Buffers — Zone 1
0 (square feet)
3,158 (square feet)
Buffers —zone 2
6 (square feet)
1,273 (square feet)
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
3. Protective Fencin
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
5. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through

Wake Technical Community College
DWR# 15-0321 v2
401 AND BUFFER APPROVAL
Page 3 of 4
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:,
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri
Smith at 919-791-4251 or [e-mail] if you have any questions or concerns.
Si cere ,
C'12 /� GIr.
Danny Smit
Supervisor, Water Quality Regional Operations Section

Wake Technical Community College
DWR# 15-0321 v2
401 AND BUFFER APPROVAL
Page 4 of 4
Enclosure: GC 3893
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
George Buchholz; The John R. McAdams Company; 2905 Meridian Pkwy.; Durham,
NC 27713
DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit

U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action Id. SAW -2014-02128- County: Wake U.S.G.S. Quad: NC -LAKE WHEELER
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Wake Technical Community College
Garion Bunn
Address: 9101 Fayetteville Road
Raleigh, North Carolina, 27603
Telephone Number: 919-866-5534
Size (acres) 0_1 Nearest Town Raleigh
Nearest Waterway Mills Branch River Basin Upper Neuse
USGS HUC 03020201 Coordinates Latitude: 35.6502
Longitude: -78.7035
Location description: The project area is located 0.26 miles from the intersection of Fayetteville Road and Tech Road. PINs:
0689804752 and 0689708713.
Description of projects area and activity: This verification authorizes the temporary placement of fill material in 78 linear feet of
stream to facilitate the construction of a construction access roadway associated with the maintenance and improvement of
two parking lots.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: 33 Temporary Construction, Access, and Dewatering
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated September 1, 2015, and the enclosed plans Figure 4.0 dated August 26, 2015
and Inset 10 Sheets) dated August 24, 2015. Any violation of the attached conditions or deviation from your submitted plans
may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal
action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements. For activities
occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to
beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact David Shaeffer at 919-554-4884 X31 or David.L.Shaeffer(iDusace.army.mil.
Corps Regulatory Official: QL. Date: 10/19/2015
Expiration Date of Verification: 03/18/2017

SAW -2014-02128
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area 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.
C. ® There are waters of the US and/or wetlands within the above described project area 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. See approved
jurisdictional determination form dated October 19, 2015.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: Based on information submitted by the applicant, the project area exhibits criteria for
waters of the U.S. as defined in 33 CFR 328, Regulatory Guidance Letter 05-05, and the JD Guidebook (i.e. Rapanos
Guidance).
Remarks: The precise boundaries of waters of the United States are shown on the enclosed plat, Sheets 1-7 dated
December 1, 2014.
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 delineation/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 and C
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 a 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 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA 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 December 18, 2015.
**It is not necessary to submitUn RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: a,
David Shaeffer
Date of JD: 10/19/2015
Expiration Date of JD: 10/19/2020

SAW -2014-02128
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our customer Satisfaction Survey online at http://regulatoiy.usacesurvey.com/.
Copy furnished:
Agent: John R. McAdams Company
George Buchholz
Address: 2905 Meridian Parkway
Durham, North Carolina, 27713
Telephone Number: 919-287-0890

Action ID Number: SAW -2014-02128 County: Wake
Permittee: Wake Technical Community College
Garion Bunn
Project Name: Wake Tech Community College, Main Campus
Date Verification Issued: 10/19/2015
Project Manager: David Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David Shaeffer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Wake Technical Community College, Fite Number: SAW-2014-02128 �Da: 10/19/2015
Garion Bunn
Attached is: See Section below
F11 INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) B
❑ PERMIT DENIAL C
® APPROVED JURISDICTIONAL DETERMINATION D
❑ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http•//www usace army mil/Missions/CivilWorks/Re ug latoryProgramandPerinits.aspx
or the Corps regulations 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.
B: 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 1I 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.
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 1I of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. 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.
SECTION II - 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.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
David Shaeffer, 3331 Heritage Trade Drive, Suite 105,
CESAD-PDO
Wake Forest, North Carolina 27587
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M 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 opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington, North Carolina
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 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers'
This form should be completed by following the instructions provided in Section iV of the 7D Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURiSDICT.IONAL DETERMINATION (JD): 10/19/2015
Wilmington District, Wake Tech Main Campus, SAW -2014-02128 A
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: - IL
C. PROJECTLOCATION AND BACKGROUND INFORMATION: The Wake Technical Community College is an approximately
150 institutional facility located at the intersection of Fayetteville Road and Wake Tech Way within Wake County, North Carolina.
State:NC County/parish/borough: Wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format): Lat. 35.6499' N, Long. -78.7049'W.
Universal Transverse Mercator:
Name of nearest waterbody: Mills Branch
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Neuse
Name of watershed or Hydrologic Onit Code (I 1110}: 03020201
Check if map/diagram of review area and/or potential. jurisdictional areas is/arc available upon request.
❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. RE'VIE'W PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
X Field Determination. Datc(s): 11/20/2015
SECTION ii: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION iOi+ JURISDICTION.
There Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CVR part 329) in the
review area. [Required]
❑ Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or I"oreign commerce.
Explain:
B. MA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters vf`fhe U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
ta. Indicate presence of waters of U.S. in review area (check all that apply): a
❑ TNWs, including territorial seas
❑ Wetlands adjacent to TNWs
0 Relatively permanent waters2 (RPWs) that glow directly or indirectly into TNWs
❑ Non-RPWs that flow dircctly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into'INWs
❑ Wetlands acliacent to non-RPWs that. flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
❑ isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estintnte) size of waters of the U.S. in the review area:
Non -wetland waters: 2500 linear feet: 3width (It) and/or 0.17 acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Manual
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (cheek if applicable):'
�] Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to he not jurisdictional.
Explain:
Boxes checked below sliall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TN W and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION Ill: C:WA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNNVs
The agencies will assert,jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section iH-B below,
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent".
8, CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNAV) AND ITS ADJAC:L.NT WETLANDS (IF ANY):
This section sunnmarizes information regarding characteristics of the tributary :and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under-Rapanoshave been met.
Tire agencies will assert jurisdiction over non -navigable tributaries ofTNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an IZ111W is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. if the aquatic resource is a wetlantl directly abutting a tributary witli perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody" is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both, if the JD covers a tributary with adjacent wetlands, complete Section IIi.B.1 for
the tributary, Section I I I.i3.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section I LC below.
Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
.Watershed sire: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfal I: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary Plows directly into TNW.
❑ Tributary flows through Pick List tributaries before entering'I'NW.
Project waters are Pick List river miles from TN''W.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from'i'NW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream order, if known:
a Note that the instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West,
Flow route can be described by identifying, e.g., tributary a, which flows through the review arca: to flow into tributary b, which then flows into TNW.

(b) Gcnerat Tributary Characteristics (check all that a.nnlv):
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
❑ sifts Sands_ ❑ Concrete
❑
Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing bunks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): o
(c) Flow:
Tributary provides for: Pick List
Intimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and batiks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
❑ changes in the character of soil
❑
destruction orterrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
❑
sediment sorting
❑ leaf litter disturbed or washed away
❑
Seoul-
❑ sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OI IWM 7 I., plain:
If factors other than the 011 WM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: [] Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types,
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Ldent4 specific pollutants, if known:
'A natural or man-made discontinuity in the OIIWM does not necessarily sever jurisdiction (e.g,, where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is it break in the OH WM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culved), the agencies will look for indicators of flow above and below the break.
7Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
D Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlifediversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Weiland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Welland quality, Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) C,eneral FItiw Relationship with Non-TNW:
Flow is: Pick List, RXplain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
EJ Dye (or other) test perfomied:
(c) Wetland AdjaccncyDetcrmination witliNon=1T1W:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ h;cological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands arc Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general ,,vatcrshcd
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation type/percent cover. Explain:
❑ .I labitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain :findings:
❑ Other environmentally -sensitive species. }explain findings:
❑ Aquatic/wildlife diversity. lixplain findings:
3. Characteristics of all wetlands adjacent to the tributary (if Any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.

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For each wetland, specify the following:
Directly abuts? (Y/N) Size fin acres Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant. nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by .any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each ofthe following situations, a significant nexus exists ifthe tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TN%V.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g, between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland .lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Raparun Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TN W?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
+ Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbonthat
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the 'I N W?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of signi ficant nexus below, based on the tributary itself, then go to Section I IID:
2. Significant nextrs.findings for non-RPW and its adjacent wetlands, where the nun-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IIID:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SI1g3tiCT WATERS/WETLANDS ARE (CHECK ALL
TI IAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review arca:
O'CNWs: Iincur feet width (ft), Or, acres.
El Wetlands adjacent to 'IN Ws: acres.
2. RPWs that flow directly or Indirectly into TN'Ws.
® Tributaries ofTNWs where tributaries typically flow year-round arejurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "scasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.13. Provide rationale indicating that tributary flows
seasonally: RPWs of tributaries of TNW were determined based on the 01-1 WM and the 198
7
Delineation Maa;Aal and the
1. Stream A is listed as an unnamed intermittent stream in the USGS NHD high resolution dataset. It is thought to
be perennial due to the size and multiple observed flows (consultants site visits and Corps site visit). Stream A
flows directly to Mills Branch which flows to Middle Creek (a TNW) which flows to the Neuse River which
eventually flows to the Atlantic Ocean.
2. Stream B (aka E) and Stream C (aka D) flow directly into Stream A. While these stream are not mapped, they
are believe to be intermitent due to the strong bed and bank and ordinary high water indicators.

Provide estimates for jurisdictional waters in the review area (check all that apply):
jxx] Tributary waters: 2500 linear feet3width (ft).
❑ Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNW9.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at. Section 11LC.
Provide estimates far jurisdictional waters within the review area (check all that apply):
'tributary Waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that I1ow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section 111.112, above. Provide rationale indicating that wetland is
directly abutting an RPW:
❑ Wetlands directly abutting an RPW where tributaries typically Flow "seasonally." Provide data indicating that tributary
seasonal In Section 1I1.13 and rationale in Section 11I.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
.Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data. supporting this
conclusion is provided at Section II1.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlandsndjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review arca: acres.
Impoundments of jurisdictional waters.9
As a. general rule; the impoundment of ajurisdictional tributary remains,jurisdictional.
❑ Demonstrate that impoundment was created from "waters of the U.S.," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED ]INTERSTATE OR INTRA -STATE] WATERS, INCLUDING ISOLATED WETLANDS,T1114, USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL TIiAT APPLY):10
❑ which arc or could be used by interstate or foreign travelers for recreational or other purposes.
(] from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain:
❑ Other factors, t+xplain:
"See Footnote 113.
`l'o complete the analysis refer to the key in Section 11I.D.6 of the Instnrctional Guidebook.
11 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate tine action to Corps and EPA IIQ for
review consistent witlr the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rtapmrns.

Identify water body and summarize rationale supporting determination:
Provide estimates for,jurisdictional waters in the review arca (check all that apply):
❑ Tributary waters: linear feet width (fl).
❑ Other non -wetland waters: acres.
Identify type(s) of waters:
❑ Wetlands:
acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ACTT HAT APPLY):
❑ If potential wetlands were assessed within the review arca, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the .lan 2001 Supreme Court decision in "S WANCC:," the review arca would have been regulated based solely on the
"Migratory .Bird Rule" (MBR).
❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
❑ Other: (explain, if not: covered above):
Provide acreage estimates for non jurisdictional waters in the r:evie,.al area, where the sale potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
.judgment (check till that apply):
❑ Non -wetland waters (i.e., rivers, streams): linear feet width A.
❑ Lakcs/ponds: acres.
❑ Other non -wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet, width
❑ Lakcs/ponds: acres.
❑ Other non -wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JL) (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
The precise boundaries of waters of the United States are shown on t
f Maps, plans, plots or plat submitted by or on behalf of the applicant/constdtant: enclosed plat, Sheets 1-7 dated December 1, 2014.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
Office concurs with data sheets/delineation report.
❑ Office docs not concur with data sheets/delineation report,
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
j� U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
® USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cate scale & quad name: I "=1,000' Lakc Wheeler.
® USDA Natural Resources Conservation Service Soil Survey. Citation: Wake County Soil Survey.
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ hEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodeetic Vertical Datum of 1929)
Photographs: IN Aerial (Name & Datc):Bing maps hybrid, 2013.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
❑ Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORTJD:
w
Digitally signed by SHAEFFER.DAVID.LEIGH.1260750573
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=5HAEFFER.DAVID.LEIGH.1260750573
Date: 2015.10.19 10:53:09 -04'00'

Pat McCrory, Governor
May 12, 2015
Mr. George Buchholz
Wake "Technical Community College
c/o McAdams Co.
2905 Meridian Parkway
Durham, North Carolina 27713
Bill Daughtridge, Jr., Secretary
Re: SCH File # 15-E-3530-0555, EA/FONST, Proposed project is for parking lot improvements,
pedestrian bridge/greenway, railroad track grade crossing and construction of a portion of
a ring road at the Wake Tech Maio. Campus,
Dear Mr. Buchholz:
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy .Act.
Attached to this letter are comments made in the review of this document. Because of the nature of the
comments, it has been determined that no f niher State Clearinghouse review action on your part is
needed for compliance with the North Carolina Environmental Policy Act. The attached comments
should be taken into consideration in project development.
Sincerely,
Crystal est
State Environmental Review Clearinghouse
Attachments
cc: Region J
Mailing Address. Telephone. [phone] Location Address.
1301 Mail Service Center Fax [phone] West Jones Street
Raleigh, NC 27699-1301 State Courier #51-01-00 Raleigh, North Carolina
e-mail state_clearinghouse(aDdoa.nc, gov
An Equal Opyortunity/Affirmative Action Employer

Pat McCrory Donald R, van der Vaart
Governor Secretary
MEMORANDUM
TO: Crystal Best
State Clearinghouse
PROM: Lyn Hardison
Division of Environmental Assistance and Customer Service
Permit Assistance & Project Review Coordinator
RE: 15-0555
Environmental Assessment/Finding of No Significant impact
Proposed project is for parking lot improvements, pedestrian bridge/greenway, railroad
track grade crossing and construction of a portion of a ring road at the Ware Tech Main
Campus
Wake County
Date: May 8, 2015
The Department of Environment and Natural Resources has reviewed the proposal for the referenced
project. Based on the information provided, several of our agencies have identified permits that may be
required and offered some valuable guidance to minimize impacts to the natural resources, aquatic and
terrestrial wildlife resources within the project area. The comments are attached for the applicant
review.
The Department appreciates the cooperative efforts and open communication the applicant has with
our agencies and we encourage these efforts to continue as they move forward with the project.
Thank you for the opportunity to respond.
Attachment.
1639 �431fE Sorvk-e Genter': Raleigh, NM(Cat-cfina 276199.1639
CLISiGrnel' Soivre Ta'i Free -1-8, 7-623-6748internde wwvv,ncrtenr.gal

North Carolina Wildlife Resources Commission =>
Gordon Myers, Executive Director
MEMORANDUM
TO: Lyn Hardison, Environmental Assistance Coordinator
NCDENR Division of Environmental Assistance and Customer Services
FROM: Gabriela Garrison
Eastern Piedmont Coordinator
Habitat Conservation
DATE: May 6, 201 .5
SUBJECT: Comments for Environmental Assessment/Finding of No Significant Impact: Wake
Technical Community College Main Campus — Parking LoIlRepaving Projects, [Take
County, DENR Project No. 15-0555
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the subject
document and are familiar with the habitat values of the area. Comments are provided in accordance with
provisions of the Fish and Wildlife Coordination Act (48 Stat 401, as amended; 16 U.S.C, 661-667e),
North Carolina Environmental Policy Act (G.S. 113A-1 through 1 i 3A-10; 1 NCAC 25) and North
Carolina General Statutes (G.S. 113-131 et scq).
Waite Technical Community College (WTCC) proposes to pave and expand several parking areas,
repair/renovate failing asphalt, establish sanitary sewer easements, construct a portion of ring road and
create a pedestrian bridge/greenway. These improvements are detailed on Page 1 of the Environmental
Assessment (EA). The train campus is approximately 108 acres and comprised of administrative and
classroom facilities, associated parking lots and infrastructure and forested areas, as illustrated in Figures
1.1 and 1.2 in the EA. McAdams Company, Inc. conducted a wetland and stream delineation on the main
campus; there is 2,704 linear feet of perennial and intermittent jurisdictional strea€ns and no jurisdictional
wetlands on site. There are no permanent impacts proposed to stream features.
Aerial snaps and images indicate a tributary to Mills Creek bisects WTCC; an additional tributary flows
directly east of the property. The Middle Creek Aquatic Habitat Natural Heritage Natural Area is located
downstream of the project site in Middle Creek. The following recommendations will minimize impacts
to aquatic and terrestrial wildlife resources:
1. Maintain a minimum 100 -foot undisturbed, native, forested buffer along perennial streams,
and a minimum 50 -foot buffer along intermittent streams and wetlands. Maintaining
Undisturbed, forested buffers along these areas will minimize impacts to aquatic and
Mailing Address: Division of Inland Fisheries . 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] . ]Fax: [phone]

Page 2
May 6, 2015
Wake Tech Main Campus Constriction
DENR Project No, 15-0555
terrestrial wildlife resources. Wide riparian buffers are helpful in maintaining stream bank
stability. In addition, these buffers provide a travel corridor for wildlife species.
2. All stream crossings should be kept to a minimum. The directional bore (locating utilities
beneath the riverbed and avoiding impacts to the stream and buffer) stream crossing method
should be used for utility crossings wherever practicable, and the open cut stream crossing
method should only be used when water level is low and stream flow is minimal. Stream
crossings should be near perpendicular (750 to 1050) to stream flow.
3. Stornlwater runoff to receiving surface waters can be minimized by reducing impervious
surfaces and increasing infiltration on site using Low Impact Development (LID) techniques.
LID techniques appropriate for the WTCC expansion may include permeable pavement and
bioretention areas that can collect stormwater from the parking areas. Additional alternatives
include narrower roads, swales versus curbs/gutters and permeable surfaces such as turf
stone, brick and cobblestone.
4. Re -seed disturbed areas with seed mixtures that are beneficial to wildlife. Avoid fescue -
based mixtures as fescue is invasive and provides little benefit to wildlife. A list of wildlife -
friendly plants is available upon request. In addition, the use of non-invasive, native species
is recommended. Using native species instead of ornamentals should reduce the need for
water, fertilizers and pesticides.
S. If pesticides or chemicals will be used for site maintenance, stormwater runoff frorn the site
should be funneled to bio -retention areas prior to discharge to streams or wetlands.
Pesticides, fertilizers and other chemicals should not be used near streams.
6. Sediment and erosion control measures should be installed prior to any land -disturbing
activity, The use of biodegradable and wildlife -friendly sediment and erosion control devices
is strongly recommended. Silt fencing, fiber rolls and/or other products should have loose -
weave netting that is made of natural fiber materials with movable joints between the vertical
and horizontal twines. Silt fencing that has been reinforced with plastic or metal mesh should
be avoided as it impedes the movement of terrestrial wildlife species. Excessive silt and
sediment loads can have detrimental effects on aquatic resources including destruction of
spawning habitat, suffocation of eggs and clogging of gills.
As scoped, this project is designed to facilitate growth within WTCC. As such, there may be secondary
and cumulative impacts to aquatic and terrestrial wildlife resources. The NCWRC encourages WTCC to
consider integrating measures that address issues of development and its impact on water quality as well
as aquatic and terrestrial wildlife habitat, The NCWRC's Green Growth Toolbox
.....�_.nc\Vrltlli,tc,nr4JzY growth
owth./i.
1 1rcedex,.htin) provides information on nature -friendly planning
ttp �,
and discusses how to address while
concurrently conserving priority aquatic and terrestrial habitat.
Thank you for the opportunity to review and comment on this project. If I can be of further assistance,
please contact me at [phone] or gGihriel .garrison Errrc�Eild�itc,.c�k�;.

ky
k _:
VJNCDE
.
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R, van der Vaart
Secretary
Date: April 22, 2015
To:
Through:
From:
Subject:
Linda Culpepper, director
Division of Waste Management
Jim Bateson, Superfund Section Chief
Pete Doorn, Special Remediation Branch Head
SEPA Project #15-0555, Proposed Parking Lot/Repaving Projects, Wake Technical
Community College, Wake County, Forth Carolina
The Superfund Section has reviewed the proximity of CERCLIS and other sites under their
jurisdiction to the proposed parking lot/repaving projects at Wake Technical Community College
(WTCC). The project includes (i) numerous parking facility upgrades and improvements across the
WTCC campus, (ii) signage improvements, (iii) establishing a sanitary sewer easement for future
development, and (iv) establishing a railroad track grade crossing to facilitate future access to
undeveloped property owned by WTCC.
One site was identified within an approximate 1 -mile radius of the proposed project as
noted on the attached map and in the table below. Due to the nature of the project and the
distances to the site, it is not anticipated that the identified sites will impact the project or vice
versa, if needed, Superfund Section files can be viewed at: http://r)ortal,ncdenr.orR/web/wmfsf-
file-records.
Please contact me at 919.707.8369 if you have any questions.
Illb # Sate NaWe Status
Nt7NCD6002728 WILLIAM5, E. W. FACILITY Open site on the Inactive Hazardous Sites Inventory
1646 bail Service Center, Raleigh, North Carolina 27699-1646
Phone: [phone] Internet: wvvw.ncdenr,gov
An EquM OppoL,Ry IAtftmaM Acton Empbyu-5Q%€'wytW%19%PcstC7rarta Pager

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To. Linda Culpepper, Director
Division of Waste Management
Through: Mike Williford, Head, Compliance Branch
Hazardous Waste Section
From: Jeimy ]Patterson, Eastern Region Supervisor, Compliance Branch O'W'"
Hazardous Waste Section
Subject, 11a7ardous Waste Section Comments on Wake Technical Community College Paz -king Lot/Repaving
Project (Wake County)
Project Number: 1.5-0555
The Hazardous Waste Section (HWS) has reviewed the subject Environmental Assessment/Finding of No
Significant Impact for the proposed parking lot improvements, pedestrian bridge/greenway, railroad track grade
crossing acrd construction of a portion of a ring road at the Wake Technical Community College Main Canipus
located at 9 101 Fayetteville Road, Raleigh, NC in Wake County.
Any hazardous waste generated from construction, maintenance (e.g. striping paint waste), operation and/or
remediation (e.g. excavated soil) from the proposed project must be managed in accordance with the North
Carolina Hazardous Waste Rules. The construction, maintenance, operation and remediation activities
conducted will most likely generate a solid waste, and the generator must determine if the waste is a hazardous
waste. If a project site generates more than 220 pounds of hazardous waste in a caiendar month, the HWS must
be notified, and the site must comply with the small quantity generator requirements. If a project site generates
more than 2200 pounds of hazardous waste in a calendar month, the HWS must be notified, and the facility must
comply with the large quantity generator requirements.
Tho Wake Technical Community College property currently has an EPA Identification munber
(NC,D986176873) assigned to the property as a conditionally exempt small quantity generator (CESQCT) of
hazardous waste. There are nes active hazardous waste generators within 2000 feet of the proposed project areas.
This review does not preclude the possibility of historical waste managoment activities at this site that may have
contributed to contamination unknown to this office.
Should any question.% arise, please contact me at 336-767-0031,
1646 Mail Service Cenier, Rafeigh, North Carolina 276 4646
Phone: [phone] \ Internet: www.ncdenr.9oV/WOb/WM
M Cqual Gpponuniq,1AffirmoWeAdoi Employer- Vade in pofty To4dedpapf

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
TO: Linda Culpepper, Division Director
FROM: Bennis Shackelford, Eastern District `supervisor
Solid Waste Section
DATE: May _S, 2015
SUBJHCT: SI PA. Review: Project 915-055:5 Wake County
Wake Technical Community Collette Main Campus Improvements
Donald R. van der Vaatf
Secretary
The Division of Waste Management, Solid Waste Section (Division) has reviewed the proposed
project for parking lot improvements, pedestrian bridge/greenway, railroad track grade crossing and
construction of a portion of a ring road at the Wake Technical Community College Main Campus.
The Division has seen no adverse impact on the surrounding community and likewise knows of no
situations in the community, which would affect this project.
During construction. Wake Technical Community College (College) 5.houId make every feasible
effort to minimize the generation of waste, to recycle materials fir which viable markets exist, and to
use rceycicd products and materials in the development of this project where suitable. Any waste
generated by this project that cannot be beneficially reused or recycled must be disposed of ata solid
waste management facility permitted by the Division. The Division strongly recorn mends that the,
College require all Contractors to provide proof of proper disposal for all waste generated. Fight
Permitted Facilities in Wake County are as follows: 9226-CI)t.,E=-2001, 9227 -TRANSFER -2012,
9228-C:DLF-2001, 9229T -TRANSFER -2009, 9230-CDI,F-2000, 9231-CDLF-2002, 9234 -
TRANSFER -2012 and 92371" -TRANSFER -2010. Additional permitted facilities are listed on the
Division of Waste Management, Stolid Waste Section portal site at:
ht�lJpcst°tal.ncden org/web/wtii/s-�ylfacili_t�,list.
Questions regarding, solid waste management should be directed to Dennis Shackelford, Eastern
District Supervisor, Solid Waste Section, at (910-433-3349).
cc: Jason Watkins, Field Operations Branch head
Jessica. Montie, Compliance Officer
Fayetteville Regional Office?
22`5 Greep Street, Suite 714, Fayetteville, Pic 0 Carolina 28301-5095
Main Phone: [phone] i lnternel: Ntp:tivaww,ncrtenr.gov
An Equal Gpporiurtky 1 Aiiinm eve Aniao Employer — Maul in part by Recycled paper

State of North Carolina
Department of Environment and Natural Resources
INTERGOVERNMENTAL REVIEW - PROJECT COMMENTS
Reviewing Office: RRO
Project Number 15-0555 Due Date: 5/6/2015
County WAKE
After review of this project it has been determined that the ENR permii(s) and/or approvals indicated may need to be obtained in order IM this project to Comply with
North Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of the form. Ail applications, information
and guidelines relative to these plans and permits are available from the same Regional Office.
PERMITS
SPECIAL APPLICATION PROCEDURES orREQUlREMENTS
Normal Process Time
(statutory timelinni)
❑
Permit to construct d operate wastewater treatment facilities,
sewer system extensions & sewer systems not dtschargmg
Application 90 days befete begin construction or award of construction
3£1 days
into state surface seaters.
contracts. On-site inspection. Post -application technical conference usual.
(% days)
NPDES - pennit to discharge into surface ~nater and'or
Application 180 bays before begin activity. fin -site inspection. Pre-
❑
pennit to operate and Construct wastewater facilities
application conference usual. Addirionafly, obtain permit to construct
90-120 days
discharging into state surface waters.
wastewater treatment facility -granted atter NPDL-S. Reply time. 30 days after
(N!A )
receipt ofplans of issue of NPDES permit -whichever is later,
❑
Water Use Permit
Pre -application technical conference usually necessary
30 days
(NIA)
❑
Well Construction Permit
Complete application trust be received and pennit issued prior to the
7 days
installation of a Weil.
(15 days)
Application copy trust be served on each adjacent riparian property owner.
❑
Dredge and Fill Permit
On-site inspection- Pre -application conference usual, Filling may require
55 days
Easement to Fill from N.C. Department of Adminisiraiion and
(90 days)
Federal Dredge and Fill Permit.
Permit to construct & operate Air Pollution Abatement
Appiicstion must be submitted and permit received prior to
❑
facilities and%or Emission Sources as per 15 A NCAC
construction and operation of the source. If a per1ri(is required in an
s 90 da
y
(20.0140 that 2Q.0300}
area without local zoning, then there are additional requirements and
tirn0ines (20.0113).
❑
Permit to construct & operate Transportation Facility as per
Application must be submitted at least 90 days prior to construction
I5A NCAC (2D.0800, 2Q.060i
or modification ofihe source,
90 days
®Any
open burning associated ttith subject proposal must be
in compliance with 15 A NCAC 2D. 1900
Demolition or renovations of structures containing asbestos
g—�
L S
material must be in compliance with 15 A NCAC 20. l t 10
60 days
(a) (1) evhich requires notification and removal prior to
N/A
(90 days)
demolition Contact Asbestos Control Group 919-707.5950.
®Complex
Source permit required under 15 A NCAC
20 0800
The Sedimentation Pollution Control Act of 1973 crust be properly addressed for any land dig€urbin . activity. An erosion & sedimentation
❑coalrol
plan will be required if one or more acres to be disturbed. Plan riled with proper Regional Office (Land Quality Section) At least 30
20 days
days before beginning activity. A fee of S65 for the fifst acre or any pari of an acre. An express review option is available wilh additional
(30 days)
fees.
❑
Sedimentation and erosion control tuust be addressed in accordance with NCDOT's approved program, Parlicular attention should be given
(30 days)
to design and installation of appropriate perimeter sediment trapping devices as well as stable stormwaler conveyances and outlets.
On -sire inspection usual. Surety bond filed %Atli FNR Bond amount varies
Mining Penni
with type mine and number ofacres of affected land. Any arc mined greater
30 days
than one acre must be permitted, The appropriate bond must be received
(60 days)
before the permit can be issued.
EJ
North Carolina Burning
On-site inspection by N.C. Division Forest Resources if permit exceeds 4
days
I day
permit
(NIA)
❑
Special Ground Clearance Burning Permit - 22
Ou-site inspection by UC. Division Forest Resources required "if more than
five
I day
counties in coastal N.C. with organic soils
acres of ground clearing activities are involved_ Inspections should be
(NIA)
requested at least ten days before actual bum is planned."
❑ 1
Oil Refining Facilities
NIA
90.120 days
(NIA)
If permit required, appitcation 60 days before begin construction. Applicant
must Fire N.C. qualified engineer to: prepare plans, inspect construction.
certify construction is according to ENR approved plans. May also require
❑
Dam Safety Permit
permit under mosquito control program. And a 404 permit from Corps of
30 days
Engineer=_- An inspection of sire is necessary to verify Hazard Classification
(60 days)
A minimum fee of1200.00 must accompany the application_ An additional
processing fee based on a percentage or the total project cost will be required
upon completion.

County WAKE Project Number; 15-0555 Due Date; 5/6/2015
Initials
No
Nnnnel Process Time
Date
(statutory time limit)
PERMITS
SPECIAL AFMICATION PROCEDURES or REQWRI>MENTS
Review
❑
Permit to drill
File surety bond of 55,000 with ENR running to Slate of NC conditional that any swell
10 days
4/15/15
exploratory oil or gas well
opened by drill operator shall, upon :abandonment, be plugged according to ENR rules
A project that disturbs 1 acre or greater is required to secure an erosion
Geophysical Exploration Permit
and regulations.
N A
❑
Application tiled wilh ENR at least 10 days prior to issue of pennit. Application by
10 days
letter. No standard application form.
W/A
❑
State Lakes Construction Permit
_
Application fee based on structure size is charged, Must include descriptions &c
15-20 days
-The project is in the Neuse River Basin (unnamed tributary Mills Creek,
drawings or structurc &c proor of, ownership of riparian pro yerty.
NIA
❑
401 Water Quality Certification
NIA
60 days
The USGS Topographic map depicted blue streams and crenulations that
(130 days)
CAMA Permit Foe MAJOR developnrcnt
$250.00 fee must accompany application
55 days
v
(150 days)
❑
CAMA Permit for MINOR development
550.00 fee must accompany application
22 days
comply with/secure a 404 permit from the USACE , 401 Water Quality
(25 days)
Several geodetic monuments are located in or near the project area. if any monument needs to be moved or destroyed, please notify:
Certification, comply with Neuse riparian Buffer Rules, as appropriate.
❑
N.£`. Geodetic Survey, Box 27687 Raleigh, NC 27511
wah
®
Abandonment of any +yells, if required must be in accordance with Title 15A. Subchapter 2C.0100.
4/17/15
®
Notification of the proper regional office is requested if "orphan" underground storage tanks (LISTS) are discovered during any excavation opera€ion.
❑ i
❑
Compliance cvith 15A NCAC 2H 1000 (Coastal stormwater Rules) is required.
45 days
(NIA)
❑
Cataciba, ?ordan Lake, Randalman, Tar Pamlico or Neuse Riparian Buffer Rules required,
MRP
❑
Plans and specifications for the construction, expansion, or alteration ofa pubhe tearer sysiern must be approved by the Division of Water
5/5/15
®
ResOuTCcs,'Public Water Supply Section prior to the award ofa contract or the initiation of construction as per I SA NCAC 18C.030D et. seq. Plans and
30
L contaminated soil or groundwater is encountered.
specifications should be submitted to 1634 Mail Service Center, Raleigh, North Carolina 27699-1634. All public water supply systems must comply
days
with state and federal drinking water mowtoring requirements For more inrorm000n, contact the Public Water Supply Section, [phone].
if existing water lines twill be relocated during the construction, plans for the water line relocation must be submitted to the DJ Vision of Water
ResowcesTublic Water Supply Section at 1634 Mail Service Center, Raieioh, North Carolina 27699-1634. Far more information, contact the Public
30 days
Water Supply Section, [phone],
utner coinincnts (attach additl€Jnal paCcs as necessary, belt+£ CCnain to cite comment aulbontO
Division
Initials
No
Comments m
Date
comment
Review
DAQ
ddm
_
4/15/15
DWR-WQROS
ds
A project that disturbs 1 acre or greater is required to secure an erosion
5/5/15
(Aquifer & Surface)
rb
❑
and sedimentation control plan and must comply with construction
5/1/15
stormwater permit conditions (NCG010000)
-The project is in the Neuse River Basin (unnamed tributary Mills Creek,
Class C NSWB).
The USGS Topographic map depicted blue streams and crenulations that
are within the project. (Note; the soil survey was not reviewed.) .
If stream or wetland impacts are proposed, this project will need to
comply with/secure a 404 permit from the USACE , 401 Water Quality
1
Certification, comply with Neuse riparian Buffer Rules, as appropriate.
DWR-PWS
wah
❑ ;
See last two checked boxes
4/17/15
DEMLR (LQ & SW)
1LN
❑ i
Nothing further to comment on at this time, the need for S&E and
5/7/1.5
stormwater control has been addressed.
DWM - UST
MRP
❑
Notify the UST Section - Raleigh Regional (Office if petroleum-
5/5/15
L contaminated soil or groundwater is encountered.
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office harked below.
❑ Asheville regional Office ❑ Mooresville Regional Office ❑ Wilmington Regional Office
2090 US Highway 70 610 East Center Avenue, Suite 301 127 Cardinal Drive Extension
February 11, 2015

Swannanoa, NC 28778 Mooresville, NC 28115 Wilmington, NC 28405
[phone] [phone] [phone]
El Fayetteville Regional Office
225 North Green Street, Suite 714
Fayetteville, NC 28301-5043
{ 910) 433-3300
February 11, 2015
® Raleigh Regional Office
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
[phone]
❑ Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
[phone]
❑ Winston-Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
[phone]

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: WARE B02:SCHOOLS {POST
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HIS70RIC PRESERVATION OFFICE
MSC 4617 - ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DIV OF EMERGENCE'' MANAGEMENT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
TRIANGLE J COG
a-
t
STATE NUMBER: 15-E-3530-0555
DATE RECEIVED: 04/09/2015
AGENCY RESPONSE: 05/06/2015
REVIEW CLOSED: 05/11/2015
PROaECT INFORMATION
APPLICANT: Wake Technical Community College
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Proposed project is for parking lot improvements, pedestrian bridge/greenway,
railroad track grade crossing and construction of a portion of a ring road at the
Wake Tech Mainz Campus. - View document at:
https://mcadamsco.sharefile.com/d/sSdad49cOl484f75b
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: NO COMMENT ❑ COMMENTS ATTACKED
SIGNED BY:
_.e
DATE: i . ) y—
APR 1 4 2015

COUNTY -. WAKE
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
B02: SCHOOLS (POST SECONDARY)
STATE NUMBER: 15-E-3530-0555
]TATE RECEIVED: 04/09/2015
AGENCY RESPONSE: 05/06/2015
REVIEW CLOSET: 05/11/2415
MS CAROLYN PENNY ;R`EPR a I h
CLEARINGHOUSE COORDINATOR
CC&PS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC 4
19
RALEIGH7NC _ ���0C�S
REVIEW DISTRIBUTION
�y4
CC&PS DIV OF EMERGENCY MANAGEMENT ovcr
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES �S
DEFT OF TRANSPORTATION
TRIANGLE J COG
PROaECT INFORMATION
APPLICANT: Wake Technical Community College
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Proposed project is for parking lot improvements, pedestrian bridge/greenway,
railroad track grade crossing and construction of a portion of a ring road at the
Wake Tech Main Campus. - View document at:
https://mcadamsco.sharefile.com/d/s5dad49cCl484f75b
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: [2'�'NO COMMENT ❑ COMMENTS ATTACHED
SIGNED BY: 1,z DATE:

COUNTY: WAKE
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
B02: SCHOOLS (POST SECONDARY)
MS CARRIE ATKINSON
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC ##1554
RALEIGH NC
REVIEW DISTRIBUTION
CCLPS - DIV OF EMERGENCY MANAGEMENT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
TRIANGLE J COG
L�t pc5qi
STATE NUMBED: 15-E-3530-0555
BATE RECEIVED: 04/09/2015
AGENCY RESPONSE: 05/06/2015
REVIEW CLOSED: 05/11/2015
PROJECT INFORMATION
APPLICANT: Wake Technical Community College
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant impact
DESC: Proposed project is for parking lot .improvements, pedestrian bridge/greenway,
railroad track grade crossing and construction of a portion of a ring road, at the
Wake Tech Main Campus. - View document at:
https://mcadamsco.sharefile.com/d/s5dad49cOl484f75b
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: NO COMMENT ❑ COMMENTS AT'T'ACHED
SIGNET] BY:"
�
DATE:
APR
1�
��'