20150180 Ver 1_401 Application_20150215

20
50
Environments Consultants,
8412 Falls of Neuse Road, Smte 104, Raleigh, NC 27615 • Phone [phone]
sandec com
To US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn David Bailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From Kevin C Martin
Soil & Environmental Consultants, PA
Re High Point University, Centennial Square
High Point, Guilford County, NC
February, 11 th, 2015
S &EC Project # 12466
NC DWR, 401 & Buffer Permitttng'Urnt
Attn Karen Higgins
Archdale Budding — gth Floor
512 North Salisbury Street
Raleigh, NC 27604
On behalf of the applicant, High Point University (Attn Stephen Potter) please find attached a complete
application and supplemental information requesting written concurrence from the U S Army Corps of
Engineers that the activities proposed below may proceed under Nationwide Permit 18 (impact S3) & 39
(Impacts S1 and S2), a request for approval to utilize general water quality certification 3890
to the N C Division of Water Resources (NCDWR), and a request for an associated buffer authorization
from the City of High Point
The proposed road crossing to provide the students residing in Centennial Square II a direct route to
access university amenities as well as the new parking lot (Impacts S -1, S -2, & B -1) The road widening
impact is so the radius can be increased to allow for delivery trucks to adequately maneuver the turn
(Impacts S -3 & B -2) The widening is within the 100 year floodplam
Please contact me at (919) 270 -7941 if you have any questions or require additional information
PR0.IFr:T Rf IMMARY
Project Name
Centennial Square
Project Type
University Campus
Owner / Applicant
High Point University
County
Guilford
Nearest Town
High Point
Waterbody Name
UT Boulding Branch
Basin
Cape Fear
stream index
17 -3 -2
Class
WS -IV, NSW
IMPACT SUMMARY (see PCN form & Impact Mans for Buffer impact nuanfitiasl
Stream Impact (acres)
00128
Welland Impact (acres)
00
Open Water Impact (acres)
0
Total Impact to Waters of the U S (acres)
00128
Total Stream Impact (linear feet)
146

Attachments
Pre - construction Notification (PCN) Application Form
Preliminary JD Request Form
(with aquatic resource table)
Site Plan /Impact Exhibits (4 pages)
FEMA FIRM panel
Google Earth Aerial
Wetland & Stream Survey
cc (via email)
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
City of High Point
Terry Kuneff (Engineering)
DWR & High Point Only (USACE previously received)
GIS info
USGS and Soil Survey Map
Site Photos
Owner certification /Agent Authorization
Upland data form
Wetland data form
Aerial Photo with topo
NC Stream form for linear wetland
NC Stream Form for Stream 1 (perennial)
NC Certificate of Training (Kevin Martin)

E WAIF
Office Use Only
Corps action ID no
DWQ project no
Form Version 14 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la Type(s) of approval sought from the Corps ® Section 404 Permit ❑ Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 18 & 39 or General Permit (GP) number
1c Has the NWP or GP number been verified by the Corpse 1 © Yes ❑ No
1d Type(s) of approval sought from the DWQ (check all that apply)
401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express © Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes © No
If
Is payment into a mitigation bank or in -lieu fee program proposed for
mdigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
❑ Yes ® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
❑Yes ®No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a
Name of project
High Point University Centennial Square II
2b
County
Guilford
2c
Nearest municipality / town
High Point
2d
Subdivision name
NA
2e
NCDOT only, T I P or state project no
3.
Owner Information
3a
Name(s) on Recorded Deed
High Point University
3b
Deed Book and Page No
7801402667 (PIN)
3c
Responsible Party (for LLC if
applicable)
Steven Potter
3d
Street address
site 814 East Farnss Ave (mailing 833 Montlieu Ave )
3e
City, state, zip
High Point, INC 27262
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 10
PCN Form — Version 14 January 2009

a.
A pucant Information (if different from owner)
4a
Applicant is
® 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.
AgenUConsultant Infonnation (if applicable)
5a
Nlhca
artin
5b
Bame
ironmental Consultants, PA
�(ile)
5c
Sress
of Neuse Rd , Unit 104
5d
Czip
C 27615
E919-846-9467
5e
T no
941
5f
F
467
5g
Eess
andec corn
Page 2 of 10

B.
Project Information and Prior Project History
1
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
7801402667
1 b
Site coordinates (in decimal degrees)
Latitude 35 9738 Longitude -79 99918
1c
Property size
435 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Boulding Branch
2b
Water Quality Classification of nearest receiving water
WS -IV, NSW (stream index 17 -3 -2
2c
River basin
Cape Fear
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
Existing residential area with remainder, wooded, and surrounded by the existing High Point University facilities
3b
List the total estimated acreage of all existing wetlands on the property 0 0366
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 744
3d Explain the purpose of the proposed project
To allow students residing in Centennial Square II a direct route to new amenities being constructed amenities as well as the new parking lot
3e Describe the overall project in detail, including the type of equipment to be used
Typical construction equipment for road construction, See Addendum B3d &e and D1 for more details
4. Jurisdictional Determinations
N Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments preliminary JD requested with this application
4b If the Corps made the jurisdictional determination, what type
of determination was made? © Preliminary ❑ Final
4c If yes, who delineated the jurisdictional areas? Agency /Consultant Company S &EC, PA
Name (if known) Kevin Martin Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
On -site meeting with David Bailey of the USACE on 12/9/2014 On 11/7/13 Brian Sullivan and Scoff Ford from High Point evaluated the site for the
stream buffer start point
5. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the pasty ❑ Yes ❑X No ❑ Unknown
5b If yes, explain in detail according to "help file" instructions
According to records search by David Batley of the USACE there have been no prebious permits issued for High Point University
6 Future Project Plans
6a Is this a phased project? ❑ Yes Q No
6b If yes, explain EE
Page 3 of 10
PCN Form — Version 14 January 2009

Page 4 of 10
PCN Form — Version 14 January 2009
C. Proposed Impacts Inventory
1 Impacts Summary
1a Which sections were completed below for your project (check all that apply)
❑ Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland Impacts proposed on the site, then complete this question for each wetland area Impacted
2a
Wetland Impact
number
Permanent (P) or
—Temporary T
2b
Type of Impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1
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
UT Boulding Branch
PER
Corps
4
116
S2 P
Stabilization
UT Boulding Branch
PER
Corps
45
10
S3 P
Culvert
UT Boulding Branch
PER
Corps
2 5
20
S4
Choose one
S5
Choose one
S6
Choose one
_
3h Total stream and tributary
impacts
146
31 Comments
Page 4 of 10
PCN Form — Version 14 January 2009

Page 5 of 10
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 individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number
Permanent (P) or
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
—Temporary
type
01
Choose one
Choose
02 -
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
5b
5c
5d
5e
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total:
5g Comments
5h Is a dam high hazard permit required?
E] Yes E] No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a Project is in which protected basin?
Neuse C] Tar - Pamlico [] Catawba [] Randleman ® Other Jordan
6b
Buffer Impact
6c
Reason for impact
6d
Stream name
6e
Buffer
6f
Zone 1_
6g
Zone 2
number –
Permanent (P) or
mitigation
impact
impact
Temporary
required?
(square
(square
feet )
feet
B1 P
Road Crossing
UT Boulding Branch
No
7,287
4,272
B2 P
Road Widening
UT Boulding Branch
No
2,042
545
B3 -
Yes /No
B4
Yes /No
B5
Yes /No
B6 -
Yes /No
6h Total Buffer Impacts.
9,329
4,817
61 Comments
Page 5 of 10

D Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed Impacts In designing project
The proposed route has a perpendicular crossing (Impacts S -1, S -2, & B -1) In addition, headwalls are being utilized on both ends of the pipe to
minimize the length of impacts, see Addendum Bad &e and D1 for more details
1 b Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
In keeping with recent Corps interpretations, the rock energy dissipater will be constructed such that the post - construction top elevation of it does not
exceed the elevation of the existing stream bed We have been advised that this would be considered by the Corps as an impact but not a permanent
loss of stream and there fore they would not require mitigation for such impacts Head wails /retaining walls are also utilized on the road crossing to
minimize the length of stream Impact
2 Compensatory Mitigation for Impacts to Waters of the U S. or Waters of the State
12a Does the project require Compensatory Mitigation for I I—] Yes ❑X No I
Impacts to Waters of the U S or Waters of the State
2b If yes, mitigation Is required by (check all that apply) ❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this ❑ Mitigation bank
project? ❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
Page 6 of 10
PCN Form — Version 14 January 2009
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 14 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 ®
No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
F © Yes ❑ No
lb If yes, then Is a diffuse flow plan Included? If no, explain why
Stormwater management plan to be approved by the city of High Point
❑ Yes No
2. Stormwater Management Plan
2a What is the overall percent Imperviousness of this project?
2b Does this project require a Stormwater Management Plans 1 ❑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
The stormwater plan will be reviewed and approved by the City of High Point Approximate BMP locations are shown on the plans submitted with this
application
2e Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction is this Droiect?
3b Which of the following locally - Implemented stormwater management programs
apply (check all that apply)
3c Has the approved Stormwater Management Plan with proof of approval been
attached?
4 DWQ Stormwater Program Review
High Point
High Point
© Phase II
® NSW
®USMP
Water Supply Watershed
❑ Other
❑ Yes © No
❑Coastal counties
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
--l-
5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑X No
Q Yes ❑ No
© Yes ❑ No
Page 8 of 10
PCN Form — Version 14 January 2009

F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project Involve an expenditure of public (federal /state /local) funds or the
use of public (federal /state) land? ❑ Yes © No
lb If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑ 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) ❑ Yes ❑ No
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application? I ❑ Yes n No I
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
additional development, which could Impact nearby downstream water quality?
Q No
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
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2 1 The draft states that many private developments are unlikely to cause
cumulative Impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations Centennial Square is a redevelopment of an existing developed site
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
Connection to municipal sewer
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
habitat?
❑ Yes Q No
5b Have you checked with the USFWS concerning Endangered Species Act
impacts
❑ Yes ® No
5c If yes, indicate the USFWS Field Office you have contacted
_
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
'Threatened /Endangered Species have not been identified within the project area via a NC- Natural Heritage Programs Data Search
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Habitat Conservation /Habitat Protection National Marine Fish Service, Essential Fish Habitat Mapper website was referenced No
Essential Fish Habitat was identified near the project
7 Histonc 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
status (e g , National Historic Trust designation or properties significant in
Yes ED No
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would Impact historic or archeological resources?
Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed No structures were observed during
the wetland evaluation and no structures are identified on the NC State Historic Preservation Office HPOWEB GIS Service within the project area
18. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain? I ❑X Yes ❑ No
8b If yes, explain how project meets FEMA requirements
Road crossings are allowed within floodplains, the city of High Point administers the flood plain ordinances in this area and will be required to approve
these plans Only the impact associated with the widening of the existing road is within the 100 year floodplain The new proposed crossing is outside
the 100 year floodplain
8c What source(s) did you use to make the floodplain determination?
FEMA firm Panels and Wake county GIS (copies attached)
C; AL AINI
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided )
Page 10 of 10
zliilis
Date

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Kevin C Martin, SBEC, PA, 8412 Falls of Neuse Rd, Suite 104, Raleigh, NC 27615
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
814 East Farnss Ave, High Point, NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State NC County /parish /borough Guilford City High Point
Center coordinates of site (lat/long in degree decimal format)
Lat 35 972896 °N, Long -79999643
ow
Universal Transverse Mercator
Name of nearest waterbody Boulding Branch
Identify (estimate) amount of waters in the review area
Non - wetland waters
744 linear feet vanes 2 to 5 width (ft) and /or acres
Cowardin Class
Stream Flow Perennial
Wetlands 00366 acres
Cowardin Class headwater Forest
Name of any water bodies on the site that have been identified as Section 10
waters
Tidal
Non -Tidal

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination Date
W] Field Determination Date(s) 12/9/2014
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
0 Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant Survey & Impact maps/site plans by Jamestown Engmeenng
❑✓ Data sheets prepared /submitted by or on behalf of the
app nt/consultant
Office concurs with data sheets /delineation report
Office does not concur with data sheets /delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable waters' study
❑ U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U S Geological Survey map(s) Cite scale & quad name High Point East, 1° =2000'
❑✓ USDA Natural Resources Conservation Service Soil Survey
Citation Guilford County Soil Survey
❑ National wetlands Inventory map(s) Cite name
❑ State /Local wetland inventory map(s)
❑✓ FEMA/FIRM maps 37107801001
100 -year Floodplain Elevation is 8351'
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs ❑✓ Aerial (Name & Date) Google Earth 4/5/2013
❑ Other (Name & Date)
❑ Previous determinations) File no and date of response letter
❑ Other information (please specify)
2
or

I The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time
2 In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters, (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions, (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization, (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary, (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable, (6) accepting a permit authorization (e g , signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court, and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C F R Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C F R 331 5(a)(2)) If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later *urisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
rd
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Aquatic Resource Tahle
te
Latitude
Longitude
Cowardin
Estimated amount of
aquatic resource in
Class of aquatic
mber
Class
resource
Lwe:tl
review area
ar
35 971266
-79999218
PEM29
0 0025 acre
Non - section 10 —tidal
and
Linear wetland
35 972386
-79999226
R3UB2
402 linear feet
Non - section 10 —
non- wetland stream
W2
35 972557
-79999214
PFOI A
0032 acre
non - section 10 — wetland
W 1
35 972660
-79999230
PFOI A
0 031 acre
non - section 10 — wetland
S2
35 973090
-79999233
R3UB2
342 linear feet
Non - section 10 —
non- wetland stream

Environmental Consultants,
9412 h &; of Neuce Road, Cutte IIM Raleigh, :Vf: 27615 • Phme (919) 946- 59411)
under CAM
PR®PERTV OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name /Description. Excel Center /Centennial Square 11 Stream lmprov S &EC Project # 12466
Date: November 14.2014
The Department of the Army
U.S Ann), Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn David Bailey Field Office. Raleil' i
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) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
401 of the Clean Water Act and /or Section 10 of the rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting pnor to visiting the site.
PARCEL INFORMATION
Parcel Index Number(s) (PIN) 0190072 (pin 7g 1402667)
Site Address _814 i; Earriss Avenue _
Cit,., County, State _High Point Guilford Gounh, NC
PROPERTY OWNER INFORMATION
High Point University
833 Mlontlieu Ave High Point, NC 27262 -,
--SIC phen Potter _ _November 14,,,1 014
Property Owner (please print) Date
Property Owheir Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Home County Home MdDS Tax Debt Home Tax Bills Record Card Tax Rates Search Results New Search Property Search Go
Guilford County Real Property Data
Property Summary
Data last updated on: 11/15/2014
Ownership current as of- 11/13/2014
Parcel Number 0190072 PIN # 780140 2667
Location Address
Property Owner
HIGH POINT UNIVERSITY
Owner'; Mailing Address
Property Location Address
833 MONTLIEU AVE
814 E FARRISS AVE
HIGH POINT
NC 27262
Administrative Data
Transfer Information
Property Value
Map# CS
7801.00
7801819
Deed Date
Deed Book
01/15/2010
Total Appraised Land Value
$22,60
Township
p
HIGH POINT
Deed Page
007093
Total Appraised Building Value
$449,30
Planning Jurisdiction
HIGH POIN7
Revenue Stamps
01102
Total Appraised Outbuilding Value
City
Fire District
High Point
Package Sale Date
0.00
Total Appraised Value
$471,90
Package Sale Price
Spec District 1
Land Sale Date
Spec District 2
Land Sale Price
Other Exemptions
$471,90
Land Class
RESIDENTIAL
History Parcel Number 1
Improvement Summary
History Parcel Number 2
Use Value Deferred
Acreage
1
0
Historic Value Deferred
Permit Date
Total Living Area
13,077
Total Deferred Value
Permit #
otalAssessed Value
Per North Carolina General Statute 105- 285 -287 (d), all real property in North Carolina is subject to listing and valuation annually as it exists on January 1 Real Property assessments are based on market values as
of the date of the last countywide reappraisal in 2012
Prints best in landscape mode
Sunday, November 16, 2014

^
�850 -'r
pl*
Ig Poin Uni
E%Wuabon Area
/'0
BARBEE AVE
wi L L.0 W, P L
0 150 300 600 goo - 1.200 IN
Pt
5-6; Guilford County. NC Soil Ik Environmental Consultants, PA
I'- 30a 5ource:

-----------
--------------- _ ------- - ----' -
--`` �` �♦,` - {- --------- ------------------
., \, --------------------------
- - - -- _ \` ; -.1 ; - -- -__`-----------
R- , --- - - - - -- -
If `�\ 1 i ; i I' 1 i t i , +I �- ``1 i ly i •!!y `� /.' i l7
Y 1•' I , I ! 1 I ' 1 ' ' I I / i• ` ::9991.7,11
0 50 100 200 300 400
Feet.,
S&
EC

����
�"�_
•`
_ �:
��
`�
u
rt; - �
�'
,� �\
t`

GRID NORTH
kLE 1" = 600' (1 : 6,000)
250 300 750 1,0n0
FEET
METERS
PANEL 7801J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 7801
(BEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM PANEL
LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
GUILFORD COUNTY 370111 7801
HIGH POINT, CITY OF 370113 7801 ,I
Nahoe to Cher. The Map Number moM oetow etlould be UW
Minn p19-9 map omen. me Communtty Nurnear W— above
M IC be M.0 on Ir SuM— 40—fl— to Iar the .011"
I
u,dy
EFFECTIVE DATE MAP NUMBER
JUNE 18, 2007 3710780100J
tAay
State of North Carolina
Federal Emergency Management Agency
This K an t31M1c121 copy of a portion of the above referenced flood map. It
was extracttsd using F-MfT On -Une. This map does not reflect changes
Or amendmeton which may have been made subsequent to the date on the
80*001 o, JOINS PANEL 7800 title dock. For the latest product InAm., ation about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at www.mec.tema.g,

". 41-
S.6
a JL
I ;ll Ilk
t
AI
q4
1) r
eY.
Ilk
- ,,
4pr
o i-
IV
'fat
AL
tv l2i\
Ac ;�t:y. - ��,TS. y��`� ,e V is
IF,
A ;
4V
I
Ac

c
♦ \ 'Y ) y .ice � ,..,�+ ry 5 � \.� r'}"�1' �=�t • .
Y
�� � _ Nom.,., '' `��� ' •�. .� _7�.�����e� ' I (.�•� � �_
Y
�;�y.{ �.•� =• .i�� J � �> +�.5" � ' ,Y {� � � _ -�*_•c -mss
R \Y � j~y -•��S t��.�,. -�,', I � !. y � /,may � \
"�1 • mod. A '`^'l• _' -� .
Ado
lid
SL

�`� � `, � ♦gyp y1kS•` k'\ *� \'.� •� `?� ��. ,
V411 ZI,
\
ON,
.„'
� a
.\ a
c
w \ ♦
"
Al
• .$ . ♦ _'
or
;S

t r _
,, �j w 4 „�'�,y '` �' "1 ' "'• .. — ..r+' ' ' s.... +y '.. ice:_.. , _
t
roe
AQV
r ,
AAW

IBC Division of Water Quality - Methodology for Identification of Intermittent and [�
Perennial Streams and Their Origins v. 4.11 S Lrj - ewr w L , ate -
NC DW Stream Identification Form Version 4.11 -1; e�!, ,;-4- j`� rVtA,4ctAf-
Date: t
Absent
Project/Site� ,�
Latitude: j�
Evaluator: . � N�-- � l` _
s� t%
County. `�}�
Longitude: �6�
Total Points:
Stream is at least intermittent
,
Stream Determination (circle one
Other r -
d2 19 or erennral rI z 30'
Ephemeral Intermittent Perennial
e g Quad Name.
A. Geomor holo (Subtotal =
Absent
Weak
Moderate
Stro
18 Continuity of channel bed and bank
0
1
2 Sinuosity of channel along thalweg
1
3
3 In- channel structure ex nffle -pool, step -pool,
2
3
n le- ool se uence
0
l
2
3
4 Particle size of stream substrate
0
1
5 Active /relict floodplam
0
1,
2
2
3
6 Depositional bars or benches
1
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
1
2
3
9 Grade control
0�
05
2
1
3
10 Natural valley
0
05
1
15
11 Second or greater order channel
No 0
1 5
artificial ditches are not rated, see di cussi ®ns in manual
Yes = 3
B -Hydrology Subtotal = , c
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1 i
2
Leaf litter
15
1
5
3
15 Sediment on plants or debris
0
0
[14
16 Organic debns Imes or piles
0
0 5
1
1
15
17 Soil -based evidence of high w- ater table?
No = 0
1 5
C Biology Subtotal =
Yes 3
18 Fibrous roots in streambed
3
2
19 Rooted upland plants in streambed
3
2
1
0
20 Macrobenthos (note diversity and abundance)
p
1
0
21 Aquatic Mollusks
1
2
3
22 Fish
0/
0 5
2
1
3
1 5
23 Crayfish
0
05
1
15
24 Amphibians
0
1
25 Algae
0
5
1
15
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5 Other
15
'perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch V�L� � �,r��
I� = V%'
41
V�

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site 814 E Farnss Ave /count cit High Point/Guilford
Applicant/Owner High Point University y y g Sampling Date 11/11/14
State NC Sampling Point near fig 7
Investigator(s) Kevin Martin Section, Township, Range
Landform (hillslope, terrace, etc) toe slope Local relief (concave, convex, none) concave Slope ( %) 2
Subregion (LRR or MLRA) P Lat 35 9739 N Long -79 99918 W Datum
Sod Map Unit Name Enon NWI classification
Are climatic / h drolo is conditions on the site typical for this time of year? Yes = No
(If no, explain in Remarks)
Are Vegetation Sod �, or Hydrology significantly disturbed? NO Are "Normal Circumstances" present? Yes No
Are Vegetation Sod �, or Hydrology D naturally problematic? tt (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS - Attach site map showing sampling point locations. transacts. imnnrtant faati orcc oto-
Hydrophytic Vegetation Presents Yes �� No� Is the Sampled Area
Hydnc Sod Present? Yes ✓ No within a Wetland? Yes = No
Wetland Hydrology Present? Yes v t No=
Remarks
n T UKULU" Y
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required check all that apply)
❑ Surface Sod Cracks (B6)
❑ Surface Water (Al)
❑ True Aquatic Plants (B14)
❑ Sparsely Vegetated Concave Surface (B8)
❑✓ High Water Table (A2)
❑ Saturation
❑ Hydrogen Sulfide Odor (Cl)
❑✓ Drainage Patterns (610)
(A3)
❑ Water Marks (B1)
0 Oxidized Rhizospheres on Living Roots (C3)
❑ Presence of Reduced Iron (C4)
❑ Moss Trim Lines (B16)
❑ Dry- Season Water Table (C2)
❑ Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
❑ Drift Deposits (B3)
❑ Algal Mat or Crust (B4)
❑ Thin Muck Surface (C7)
❑ Other (Explain in Remarks)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or Stressed Plants (D1)
❑ Iron Deposits (65)
Inundation Visible
❑ Geomorphic Position (D2)
on Aerial Imagery (137)
D Water - Stained Leaves (B9)
❑ Shallow Aquitard (D3)
Fauna (1313)
❑ Microtopographic Relief (D4)
,❑Aquatic
❑ FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes Q
No 0 Depth (inches)
Water Table Present? Yes Q
No Q Depth (inches) 8
Saturation Present? Yes [=
includes capillary fringe)
No= Depth (inches) 4
Wetland Hydrology Present? Yes L..L Non,
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

VEGETATION (Five Strata) - Use scientific names of plants
W L_
Sampling Point near fig 7
Tree Stratum (Plot size )
Absolute Dominant Indicator Dominance Test worksheet
° Cover Species? Status
1 Liquidambar styraciflua
20 Y FAC+ Number of Dominant Species
7
2 Acer rubrum
20 Y FAC
That Are OBL, FACW, or FAC (A)
3 Platanus occidentalis
20 Y FACW Total Number of Dominant
Species Across All Strata 8 (B)
4
5
Percent of Dominant Species
6
That Are OBL, FACW, or FAC 875 (A/B)
60 = Total Cover
Prevalence Index worksheet
50% of total cover 30
20% of total cover 12
Total % Cover of Multiply by
Sapling Stratum (Plot size )
OBL species x 1 =
1 Platanus occidentalis
5 Y FACW FACW species x 2=
2
FAC species x 3 =
3
FACU species x 4 =
4
UPL species x 5 =
5
Column Totals (A) (B)
6
Prevalence Index = B/A =
= Total Cover
Hydrophytic Vegetation Indicators
50% of total cover
20% of total cover
❑ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size )
❑ 2 - Dominance Test is >50%
1 Ligustrum sinense
10 Y FAC
❑ 3 - Prevalence Index is s3 0'
2
❑ 4 - Morphological Adaptations' (Provide supporting
3
data in Remarks or on a separate sheet)
4
® Problematic Hydrophytic Vegetation' (Explain)
5
6
'Indicators of hydnc soil and wetland hydrology must
be present, unless disturbed or problematic
40 = Total Cover
Definitions of Five Vegetation Strata
50% of total cover 20
20% of total cover 8
Herb Stratum (Plot size )
Tree -Woody plants, excluding woody canes,
1 Eulalia ylminea
30 Y FAC+
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
2
3
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
4
than 3 in (7 6 cm) DBH
5
Shrub - Woody plants, excluding woody vines,
6
approximately 3 to 20 It (1 to 6 m) in height
7
Herb - All herbaceous (non - woody) plants, including
8
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately 3
ft (1 m) in height
10
11
Woody vine - All woody vines, regardless of height
30 = Total Cover
50% of total cover 15
20% of total cover 6
Woody Vine Stratum (Plot size )
1 Smilax rotundifolia
5 Y FAC
2 Hedera helix
10 Y FACU
3
4
5
1 5 = Total Cover
Hydrophytic
Vegetation
n
50% of total cover 7 5
20% of total cover 3
Present? Yes No
Remarks (Include photo numbers here or on a separate sheet)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

VA_
ne r
'vim
Sampling Point
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators )
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) % Tyae Loci Texture Remarks
0 -2 10YR 4/3 100
SL
2 -14 2 5Y 411 93
7 5YR 4/6 7 C PL CL
Type C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M =Matrix
iH�ydric Soil Indicators-
Indicators for Problematic Hydric So1Is3
LJ Histosol (A1)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
D Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148 )
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
Loam Gle ed Matrix F2
❑ y Y ( )
❑Piedmont Floodplain Sods (F19)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
Depleted Matrix (F3)
❑ Redox Dark Surface (F6)
(MLRA 136, 147)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
D Other (Explain in Remarks)
❑ Thick Dark Surface (Al2)
E3 Redox Depressions (F8)
D Sandy Mucky Mineral (S1) (LRR N,
❑ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy
MLRA 136)
Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
31ndicators of hydrophytic vegetation and
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
wetland hydrology must be present,
unless disturbed or problematic
Restrictive Layer (if observed)
Type
Depth (inches)
Hydric Soil Present? Yes ❑✓ No ❑
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
ProjecUSite 814 E Farriss Ave
Applicant/Owner High Point University ary/county High Point/Guilford Sampling Date 11/11/14
State NC Sampling Point near flg 7
Investigators) Kevin Martin Section, Township, Range
Landform (hdlslope, terrace, etc ) side slope Local relief (concave, convex, none) convex
Subregion (LRR or MLRA) P Lat 35 9739 N Long -79 99918 W
Sod Map Unit Name Enon NWI classification _
Are climatic/ hydrolo is conditions on the site typical for this time of year? Yes i v t No (If no, explain in Remarks)
Are Vegetation Sod �, or Hydrology ❑ significantly disturbed? NO Are "Normal Circumstances" present?
Are Ve etation S I ❑
Slope ( %) 7
Datum
Yes= No=
U of , or Hydrology naturally problematic? N (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations. transects- irnnnrtant fpat, orac ot,"
Hydrophytic Vegetation Presents Yes 0 No � Is the Sampled Area ❑
Hydnc Sod Present? Yes LLf No ✓ within a Wetland? Yes No ✓
Wetand Hydrology Present? Yes No. _7 L
n r urcvwu r
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required check all that apply)
D Surface Sod Cracks (66)
❑ Surface Water (Al) ❑ True Aquatic Plants (614)
❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Saturation (A3) ❑ Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (B16)
❑ Water Marks (B1) ❑ Presence of Reduced Iron (C4)
❑ Dry- Season Water Table (C2)
❑ Sediment Deposits (62) ❑ Recent Iron Reduction in Tilled Sods (C6)
❑ Crayfish Burrows (C8)
❑ Drift Deposits (63) ❑ Thin Muck Surface (C7)
p Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4) p Other (Explain in Remarks)
❑ Stunted or Stressed Plants (D1)
❑ Iron Deposits (65)
p Inundation Visible
❑ Geomorphic Position (D2)
on Aerial Imagery (B7)
❑ Water - Stained Leaves (B9)
❑ Shallow Aguitard (D3)
nAquatic Fauna (613)
❑ Microtopographic Relief (134)
❑ FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes Q No Q Depth (inches)
Water Table Present? Yes Q No 0 Depth (inches) � 18
Saturation Present? Yes ❑ No ' Depth (inches) > 18
includes capillary fringe)
Wetland Hydrology Present? Yes n No El
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

VEGETATION (Five Strata) - Use scientific names of plants
U, � L
Sampling Point near fig 7
Absolute Dominant Indicator
Dominance Test worksheet
Tree Stratum (Plot size )
1 liquidambar styraciflua
% Cover Species?
20 Y
Status
FAC+
Number of Dominant Species
That Are OBL, FACW, or FAC 3
(A)
2 Acer rubrum
20 Y
FAC
3 Quercus phellos
20 Y
FACW
Total Number of Dominant
5
Species Across All Strata
(B)
4
5
Percent of Dominant Species
That Are OBL, FACW, or FAC 60
(A/B)
6
60 = Total Cover Prevalence Index worksheet
Cover of Multiply by
50% of total cover 30 20% of total cover 12 Total °% OBL species x 1 =
Sapling Stratum (Plot size ) FACW species x 2 =
1
2
FAC species x 3 =
3
FACU species x 4 =
4
UPL species x 5 =
5
Column Totals (A) (B)
6
= Total Cover
50% of total cover 20% of total cover
Shrub Stratum (Plot size )
1 Bambusa vulgans 40 Y FACU
2
3
4
5
6
40 = Total Cover
50% of total cover 20 20% of total cover 8
Herb Stratum (Plot size )
1
2
3
4
5
6
7
8
9
10
11
= Total Cover
50% of total cover 20% of total cover
Woody Vine Stratum (Plot size )
1 Lonicera japonica 5 N FAC -
2 Hedera helix 70 Y FACU
3
4
5
Remarks (Include
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators
❑ 1 - Rapid Test for Hydrophytic Vegetation
❑ 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is s3 0'
p 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
ElProblematic Hydrophytic Vegetation' (Explain)
'Indicators of hydrnc sod and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Five Vegetation Strata
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH
Shrub - Woody plants, excluding woody vines
approximately 3 to 20 ft (1 to 6 m) in height
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height
Woody vine - All woody vines, regardless of height
Hydrophytic
= Total Cover Vegetation
50% of total cover 37 5 20% of total cover 15 Present? Yes n No=
rs here or on a separate sheet)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

SOIL
4"Mfi
r
Camnimn Dn,nr IA' /
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators )
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) % Type' Loc Texture Remarks
0 -5 10YR 5/4 100
SL
5 -14 7 5YR 6/8 100
CL
'Type C= Concentration, D =De lehon, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M =Matrix
Hydnc Sod Indicators
❑ Histosol (Al)
❑ Dark Surface (S7)
Indicators for Problematic Hydnc Sods3
❑ 2 cm Muck (Al 0) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Sods (F19)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
❑ Depleted Matrix (F3)
0 Redox Dark Surface (F6)
(MLRA 136, 147)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Thick Dark Surface
❑ Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
(Al2)
D Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbnc Surface (F13) (MLRA 136, 122)
3Indicators
❑ Sandy Redox (S5)
❑ Piedmont Soils Flood lain F19
p ( )(MLRA 148)
of hydrophytic vegetation and
❑ Stripped Matrix (S6)
.❑ Red Parent Material (F21) (MLRA 127, 147)
wetland hydrology must be present,
unless disturbed or problematic
Restrictive Layer (if observed)
Type
Depth (inches)
Hydnc Sod Present? Yes ❑ No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
11 � 17
ivy; 0WQ Strepin
Identification Form Version 4.11
V\eQ j QZ- 4�ufL -V ' a
Date ` (
13 Iron oxidizing bacteria
14 Leaf litter
15 Sediment on plants or debris
16 Organic debris lines or piles
17 Soil -based evidence of high water table?
S
3
3
Pro�ect/Site �<<S �', U ° d
Latitude "4
Evaluator.
e U c Y�
% l
d ,
1
County �w �
Longitude -7
Total Points:
Stream �s at least intermdtent
S
1
Stream Determination (cir
j
Other ' 'r '�G
d 2 19 or Perennial d a 30'
b
1
Ephemeral Intermittent erennial
e g Quad Name. o�e
d T (_
ftveomor ho lo (Subtotal= L r
Contmuty of channel bed and bank
2 Sinuosity of channel along thalweg
3 In- channel structure ex riffle -pool, step -pool,
n le- of se uence
Absent
0
0
0
Weak
1
1
Moderate
2
2
G
13 Iron oxidizing bacteria
14 Leaf litter
15 Sediment on plants or debris
16 Organic debris lines or piles
17 Soil -based evidence of high water table?
S
3
3
2
0 5
1
1
Yes
3
4 Particle size of stream substrate
0
1
2
5 Active /relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
1
2
3
3
9 Grade control
0
0 5
1
15
10 Natural valley
0
05
1
1 5
11 Second or greater order channel
No 0
Yes = 3
e
9ItffiCIA1 riitchac nro nnf —4e.l .. .....,,...__.__
B Hydrology (Subtotal = 5 )
12 Presence of Baseflow
0 1
2
3
13 Iron oxidizing bacteria
14 Leaf litter
15 Sediment on plants or debris
16 Organic debris lines or piles
17 Soil -based evidence of high water table?
0 1
1 5 1
0 5
0 6_5
No = 0
2
0 5
1
1
Yes
3
0
15
1 5
3
41

i
"all
OA
Certificatenuober': ° yv'5341{J08
I-V
WE

IMPACTS S -3 & 8 -2
Wetland & Stream Impact Map
OVERALL SITE PLAN
CENTENNIAL SQUARE II
IE�iK-FARK. CROSSING
y' r " _ _ yI CITY OF HIGH POINT
I
`� ,_
�►lI � A== � � •, J'f IGUILFORD COUNTY NORTH CAROLINA
��~ ��t\ - J`�i: , i �, �- . �i ► =- -` —_ ` - '1' i � r+ k ,/ ,r / _ i "_- '/. - _- , `fir f "�' / � -
u�/
�s�� ° � - 1, r ' `' 4 � ' t/' r � ` ��' t�,''t, `\ e�" � f � � � " .�� • "i � � - "`� i r ! r , / l � \ ' �, � ; ..
Q
4%,44"'RdAo ' tr' ' + % ' n. �' _ � .j��t
./. / 5 r I ( I -A
;1�1 WIc�1 „(SDID; N �� a,rl;,f: Y �,`, �i,, ; �''�, ; r� �1� �� /• kv
,Ift it I -AV f ,
lf t •� t � /. ”, r t 7 it
'� ��j�= ��''. °`,1; jlli; < / /� t „ ; „� f % /';`,� ;�I;;'S},(( /• L�.''`1tr ,,{ ,t, , =r'/ �; �'�•'� jam" EXISTING PARKING LOT
I..'
" �1i \ �/ �\ v � 1'tfl ' 1J�rI 1. /y1 \ t� !t ,t r.lt -`` ( ✓� `l� , i,1 ,, ,} j / � �;t {! 1 , � i . / f r .�.i k ' /_� /�{ v ' ' /�/ t `i
It'i`��Iri•HI ��d1 �7t,'`i �lJti t�`Y�'"" t` ° -t\'J3 I {1' ,t! ! 4r.1 t ITS �1 \1, (�`f, ^�3 f/ O�� • \\ ,
_ I � ,11 , 1 ',ll '► i '� k)1 ! its ; r r ti ,�i � �
_ •'111', _ )' !� 'fi ;;t`` �- � : t� ,� � \ � !II ,ji,l � ��'1, � . � ..; `. ��
It `, 1�1
'�t4 1 t L t f y• 11 1
u `� +� � z . \�` / ry�i � \s�jt l 'i`t{ ri {' tlr, r++ kt'; { flt•li � I r:—�- ^J` S� i°t"
,
of {
i k1 `� -t. _! /•J `` , I l' 71�`ip X11 , j�'r •[' � � � � 1
ti �� , � %` r � r J� �fi�t�` +\ 77•'�s1�r\��.G�1�J 1 � r / J� � � � ���
^~� � \ � `per.. _ / ` -� �� _ z't � `�`�y` � '.�' .'/ i� `� -� j ✓.,, /
le t
• ; _ __ ) �c 'fir �' * �' %� „ ; 12V 60' 0 IV, 240' 360'
AS
Al
SCALE: 1 " = 120'

w.
IV
[,as
PAN
.w ide
oy a 61

No
■■
u_ i
jjj
m-ma■
moan
Room
Boom
0
RA g
■■
■■
No
FU

Wetland & Stream Impact Map
IMPACT S -3 & B -2
CENTENNIAL SQUARE II
CROSSING
CITY OF HIGH POINT
GUILFORD COUNTY, NORTH CAROLI
20' 0 20' 40'
mommm
SCALE: 1 " = 20'
N �
E_ X SJREAM
TOP OF
�I I FAR�ISS AVE.
_3 NI1 _
STR IMPACT: x I
P POSE, 0 L.F. I CONVERT EX. Cl
CURB GUTTER �, TO DMH
END OF EX.
24" RCP
AD OP ® �®
4 B -2
B R IMPACTS
®r qp ZONE I: 2,042 SF /i ' `
/ ®�� y,
ONE 2: 545 SF
NEW / \
\ ®A44, l CI #1 \
I it
\\
/0 SILT ENCE
\ / (•) Ill - -_ --
I 4,11

�r
0
�1
I
I�
�Op4a�
` - --
1
I Vj
-AW
I"—
I-" I
Ld
UJ
1f'II1Tm .
8S �_
rs
TO
1)
Z
O
so
w
N
I
c
./1 t r-.r COPPER COATED ROD #1507
7l / t-f 001, 1 NOV. 23, 2007 GPS
1110, • .� ��6`. NAD83 — SPC (320ONC) COORDS
200' 100' 0 200' 400'
SCALE: 1" = 200'
NX
i
Point Northing Easting
1507 810,446.35' 1,705,189.98'
OMBINED FACTOR 0 9999148
'i
r' -
y
Wetland Delineation Survey For
HIGH POINT UNIVERSITY
Sheet 1 of 5
HIGH POINT TOWNSHIP — GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
JOB NUMBER 2014115
January 20152 0 1 5 0 1 8
P`
Z
0
SITE
.o HIGH POINT
N 9y UNIVERSITY
N
Ni .tk,�Sl
VICINITY MAP
NOT TO SCALE
A
ONTROL POINT #27763 "This certifies that this copy of this plat accurately depicts the
GROUND COORDINATES boundary of the jurisdiction of Section 404 of the Clean Water Act
Point Northing Eastin as determined by the undersigned on this date. Unless there is a
9 g change in the law or our published regulations, this determination
27763 809,929 41' 1,704,311 16' of Section 404 jurisdiction may be relied upon for a period not to
exceed five (5) years from this date. The undersigned completed
this determination utilizing the appropriate Regional Supplement to
the 1987 Corps of Engineers Wetlands Delineation Monu "
MAD(Regulatory Official) v
ioN (Title) p15
� gEAL (Date) FEB '
L,g3b6 O y OUR1NG
(USACE Action ID No.: MIS
.A ,tip UR 4U� 13
"9►,� JAMESTOWN ENGINEERI ROUP, INC.
CONSULTING ENGINEERS
5
117 EAST MAIN STREET
20t� P.O. BOX 365
JAMESTOWN, N.C. 27282
Er Telephone [phone]
C -0626 Job No. 2014 -115
F
r

v
` Wetland Delineation Survey For
lot MIME" afto ftmft
�° �- = = — HIGH POINT UNIVERSITY
NNIAI S'mt
IMP ®� TOP FRBA -- — — _ — 1 \I �E J� Sheet 2 of 5
ft& -� " -IS
®� HIGH POINT TOWNSHIP - GUILFORD COUNTY
AST � � ��� � °` � r -- -- -- 90 HIGH POINT, NORTH CAROLINA
JOB NUMBER 2014115
_ — ,� e�► / - -� / - ' `®° �_ January 2015
® _ J - 40' 30' 20' 10' 0 40' 80'
7646 SCALE: 1"=40P
At
"This certifies that this copy of this plat accurately depicts the
Jo 6,g "1 J TI ; \ a I ' _ `- boundary of the jurisdiction of Section 404 of the Clean Water Act
�, as determined by the undersigned on this date. Unless there is a
e _ _ change in the law or our published regulations, this determination
�s, ��� �J- id, y \ 556.3 ! r /�, _ _ - _ of Section 404 jurisdiction may be relied upon for a period not to
\ , ,_ , . - — ` _ _ ' �i ',' exceed five (5) years from this date. The undersigned completed
'�765Y e1 '�� this determination utilizing the appropriate Regional Supplement to
the 1987 Corps of Engineers Wetlands Delineation Manual "
It, / r1j!- 41. - = -� - #7g07 - - - - - - (Regulatory Official)
(Title)
(Date)
-ei, 41 11 - � , � y - _ -_ -- - - (USACE Action ID No.:
t so
C.
' \S'TR A' #2, �\ ` ` - -- l - -- - - _ _ SEAL
\ �E`Nt�T'H ' '' ' �\ i cp /, f I . ' �j ` , _ - - " /' `ss�a
SU
0
Rif
IN
v �fi
!r �Ci FEB Y1 2015
t / RC
�i ��!! 1 `' /; `', /�,' / - " -- JAMESTOWN ENGINEE e�
- -' 4�;ir, 4Cl f / , ( ./J - ! CONSULTING E VEERS
'� ��r ��/�6 #. J�RCI / r / { /" / / , - I �� F
i / ' / *�
rct 117 EAST MAIN STREET
P.O. BOX 365
p
' ' r i I ' - r j _ I I �a9 ► ) 'j , I ,' ` JAMESTOWN, N.C. 27282
Telephone [phone] tnc ;SH E#3 c —os2s
Q
Job No. 2014 -115
1,

SHEET #2
SEE Wetland Delineation Survey For
HIGH POINT UNIVERSITY
4v
\ \ �\ gb to -pM H; i W �' , tK
Sheet 3 of 5
( HIGH POINT TOWNSHIP - GUILFORD COUNTY
4 ` `1 a '01,4 �d 8 E89LZ J 1 HIGH POINT,
NORTH CAROLINA
i276�� 12 It k if c°v 1
i , I 1 ( JOB NUMBER 2014115
11\' 27693 101nk flag January 2015
gs� Q—; a E+ ' ({ ` i -A I L 3 6 ( ao' so' 20' 10' o �.
I g89i i S6 1 ao
�1_� Lr4 27692 11 -ST P CH
L4 7�9 /nk k 1-1 3 1 SCALE: 1"=40'
iL4 5,, tt4 60 j >Iwd L 1,8912 lam' -S'2 ( This certifies that this copy of this plat accurately depicts the
7j0� l } 't \ 9� 96912 Cry boundary of the jurisdiction of Section 404 of the Clean Water Act
704 Q!_�l t i ,-+C2 1112 as determined by the undersigned on this date. Unless there is a
�; () (� . ' -'� ;_ ; ; �69L2 change in the law or our published regulations, this determination
1 t ;, 1 . {f ��.` �ilq_ 27705 dl , (� (✓ 27691 12 pi k flag of Section 404 jurisdiction may be relied upon for period not to
�// +1..:' �� :' '� WETLAND T ' ' g0 L' 12 ��, 1-5t�1 ( ' ; ; , � U_ 1-111 ' j Y P P
I i�,l�: �, !' �; = P l , << 7706 6' cl I , ' I '9 8692 exceed five (5) years from this date. The undersigned completed
I; r,l � ,' AREA' = ,,14f q. t 1 t 493 'y I ,� \ \ )�_ S �11p this determination utilizing the appropriate Regional Supplement to
1,l `yi�,d� E�flLGZ �9, X7714, 6'- r;l i ' \ ` ` 66 [z i the 1987 Corps of Engineers Wetlands Delineation Manual." 11
1� i i 4 }lrt,�0t[,L9 P7 1Sli t \ , o, \\ (Regulatory Official)
4 9 LZ DD
t 1-5 X2771 `''Clt ( I 6n1� xuid 9 SS o I
``� \ 1 / % / ' /,6 4f -ct ) ` ( '` L42 L41 L40L39 \ (Title)
t r' ' / f j7j'17 y "L/ l ) 9ggL N� cow 27690 13 pink lag
7)718 5'- t' / ' (i . 3 11,5 � akp \\ (Date) 1-5
� � N 146 � D
5;; Fc) I c��� �s g \ (USACE Action ID No.:
t + L47 �� �, \ LEGEND 1 2015
�• ,� _ - / \ \ '` \ ! \ 1 to
271721'4 ct
87g22i 4' Cl , INSET 'A'
< StRE'AMI �11 III IJt 7723 a'_� r ' (; WETLAND POCKET #1
`.LENGTH $ 4 ' I i N , �' ,' c� , AREA = 1,342 Sq. Ft.
) r 1 ' Z772f4 3 r ` 20' 0 20' 40
tt25I 4' `C , t I r
I �27172(i 4 r trr +f j t) J SCALE: 1" = 20'
.27727,E 4'fc�
a7728, 4' -El
2772'33 -1
I
Z773pct�jt� `
P -7731 2 t )
�2 733 3,f6l
\ t
17n'5121 3
4
L3� -ct'
i
1 c1
79
Alt
b,,c�
6+ 77�
781 7411 4'Lci1
1 I 1 LTl7�I 2 k 4'''ci
'L8 X774!3
4
1745 "3,-9-i
47 46' 4y -fl
/
)
1-8 tk7747 3'-Cl J' )
a�A (UTZp�
3' - Cl
CENTERLINE OF STREAM 3' IN WIDTH DENR - WATER RESOURCES
4018, BUFFER P&-tmITTiNG
2'W LW
2 FOOT WiDE LINEAR WETLAND
o EIP
EXISTING IRON PIN FOUND OCM CONCRETE MONUMENT
• NIP
NEW IRON PiN SET oR /W DISK RIGHT OF WAY DISK
(Z
CENTERLINE 'PP POWER POLE
R/W
RIGHT -OF -WAY ,TP TELEPHONE POLE
Sq Ft
SQUARE FEET
DS
'i„p LIGHT POLE
DEED BOOK
P B
PLAT BOOK • POLE POLE
P P
POWER POLE [3CB CATCH BASIN
RCP
REINFORCED CONCRETE PIPE OGV GAS VALVE
CMP
CORRUGATED METAL PIPE
PDA
QSSMH SANITARY SEWER MANHOLE
PROTECTED DRAINAGE AREA
ELECTRICAL oco SEWER LINE CLEAN OUT
E U E
UTILITY EASEMENT OSDMH STORM DRAIN MANHOLE
MBL
MINIMUM BUILDING LINE E]YI YARD INLET
M
OCB CATCH BASIN
Do
01
OHYD FIRE HYDRANT
01V WATER VALVE
iE
OWELL WELL
Z
o
3
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS a
F
117 EAST MAIN STREET
P.O. BOX 365
N
LL JAMESTOWN, N.C. 27282 m
L, Inc Telephone [phone]
C -0626 Job No. 2014 -115

' ' ( �EE ' SHEEP � ' , Lti r 7�47 3' -�� f ) �X
' ` I i ; I #! ', Ids 3, {�{ Wetland Delineation Survey For
7
L544§ t I 10
I , I ; t ► t' \ . L8 127751/4"-qt 150 �'-r6' IV
I I ; ; ; I I " �- - HIGH POINT UNERSITY
o yS • -t�ft, , , , i I ' 1 I I `� i r 1 ' r .
Sheet 4 of 5
8E6IN\ �U'S iStOkAM As 7
! I \ i \ �' i� i4 +cb' 00
CW) i )
_ t •0z,' ^ � 01
HIGH POINT TOWNSHIP — GUILFORD C
OUNTY
-Pt, HIGH POINT. NORTH CAROLINA
JOB NUMBER 2014115 ➢NE��&l T4 p I o z ARE4'
a
January 2015
40' 30' 20' 10' 0 40' 80'
\\ ! I I I I 4>
do
�9- LJ 9 �\ �$ 'koC? I t �,S'~ "I•. fi �; G SCALE: 1"=40'
�L /
1�
-,� 766
1
j
i,q� =i��3•b � I`'f \ � l t ®! � , I � , '�,`,tr �� 'i :� f' "ri. 1r • `i y - '� '
This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 404 of the Clean Water Act
w 36e r / I , c; as determined by the undersigned on this date. Unless there is a
-al ! I i I change in the law or our published regulations, this determination
; o i 1 < 1 I i t `n of Section 404 jurisdiction may be relied upon for a period not to
i `O �' ° ' ' J # ' t ""n; exceed five (5) years from this date. The undersigned completed
\ , ! 1 �t r + r r
`' --J Jar" �p'0•( / y 1 r' r ' ;� • t t a this determination utilizing the appropriate Regional Supplement to
the 1987 Corps of Engineers Wetlands Delineation Manual."
f
\ \ I �/ \ \ `� t ,` \ \ \ s\ \ \ \ ` \ ``�- _ D�• -} / ' i I "� I (Regulatory Official)
,��o\ ;;A
(Title)
(Date)
(USAGE Action ID No.:
X89
t t _
\0� \\ `` •,ttt \',`1 '' �� \ 1 s t �� ` `�ltl,��t t `�ti _'���; 1`i�li•�, �/ ., // / ,� 9d #S�
\V `-�-' -= _. , _ y _t �' i, % /. �. "` • - - �QrrE5sto s�
SEAL
1-33AS
4tr
'y� {p q�
I I
su
ae as D
vt
r•
� JAMESTO WN ENGINEERING GROUP, UP, INC.
,6 " C.1 w L
­,4H-V CONSULTING ENGINEERS
4
�J
117 EAST MAIN STREET �
-.-�;: j" ' %'ti • _ s / , ' i 4 P.O. BOX 365 M'
�\Gq-- -C-eIs ' / ® t� , -� ; �\ ,' Er JAMESTOWN, N.C. 27282 m
_ - " _ me Telephone [phone]
�\ I �� t 1 \ \ 1 - %' .o '. ) ah'' - - C -0626 Job No. 2014 -115

Line Bearing Distance Line Bearing Distance
B i Dit Wetland Delineation Survey For
L1 S 18'- 40' -44" W 551, L61 S 19'- 09' -20" W 12 47'
_ T F L3 S 50*- 5l' =20� W ' 2 56'
1' L63 S 15'-10'-28"
W 17.29' , HIGH POINT UNIVERSITY
L5 S 22'- 44' -31" W 118.32' L65 S 18'- 570' -23" W 819' Sheet 5 of 5
M L6 S 17'- 43' -59" W 9.91' L66 S 42'- 27' -20" W 10 97'
co L7 S 33'- 15' -10" W 22 52' L67 S 24- 25' -25" W 7 16'
L8 S 24'- 23' -04" £ 13.73' L68 S 11'- 45' -07" E 10 87' HIGH POINT TOWNSHIP — GUILFORD COUNTY
L9 S 29'- 04' -21" E 14 75' L69 S 21'- 02' -39" E 4 34' HIGH POINT, NORTH CAROLINA
L10 S 47'- 30' -53" W 12 99' L70 S 50'- 45' -29" E 7 51'
p L11 S 39'- 25' -54" W 7 37' L71 S 32'- 15' -45" E 4 74' JOB NUMBER 2014115
Z L12 S 50'- 53' -16" W 6 79' L72 S 9'- 12' -45" E 4 81'
L13 S 51'- 55' -07" W 10 87' L73 S 2'- 15' -37" W 3.36' January 2015
L14 S 35'- 17' -46" W 14 49' L74 S 5'- 38' -01" E 8 92'
'4 c� L15 S 10'- 02' -52" E 10.27' L75 S 31'- 18' -01" E 11.51' 100' S0' 0 100' 200'
b L16 S 12'- 08' -27" E 11 16' L76 S 33'- 07' -27" E 7 34'
L17 S 13'- 28' -16" W 816' L77 S 17'- 49' -50" E 5 07'
L18 S 9'- 28' -34" W 20.02' L78 S 7'- 21' -58" W 9 59' SCALE' 1 " = 100'
1-19 S 4'- 06' -19" E 9 02' L79 S 20'- 01' -12" W 516'
mid N 1-20 S 42'- 42' -39" E 12 57' 1-80 S 37'- 44' -33" W 4 92' "This certifies that this copy of this plat accurately depicts the
L21 S 41'- 20' -48" E 5 13' L81 S 21'- 32' -32" W 11.28' boundary of the jurisdiction of Section 404 of the Clean Water Act
L22 S 9'- 51' -55" W 1311' L82 S 0'- 39' -50" E 8 04'
1-23 S 25'- 43' -21� W 14 16' 1-83 S 5'- 00' -50" E g 31' as determined by the undersigned on this date. Unless there is a
L24 S 31'- 00' -56 W 15 03' L84 S 7'- 07' -14" E 8 02• change in the law or our published regulations, this determination
L25 S 21'- 32' -40" W 10 20' L85 S 27'- 34' -09" E 5 98' of Section 404 jurisdiction may be relied upon for a period not to
�+ L26 S 16'- 09' -25" W 11 38' L86 S 40'- 14' -34" E 7 19' exceed five (5) years from this date. The undersigned completed
L27 S 15'- 48' -46" W 10 50' L87 S 22'- 32' -26" E 5 07' this determination utilizing the appropriate Regional Supplement to
L28 S 17'- 38' -42" W 8 07' L88 S 5'- 27' -16" E 6 70' the 1987 Corps of Engineers Wetlands Delineation Manual."
L29 S 29'- 53' -23" W 8 35' L89 S 10'- 56' -18" W 4 21'
L30 S 38'- 33' -48" W 6 87' L90 S 31'- 13' -27" W 5.16' (Regulatory Official)
a L31 S 7'- 56' -24" E 8 68' L91 S 78'- 13' -31" W 3.55'
L32 S O' -18 —26" W 5 07' L92 N 86'- 07' -54" W 4 41'
L33 S 15'- 00' -39" E 2513' L93 S 0'- 27' -56" W 9 92' (Title)
% L34 N 85'- 08' -55" E 13 84' L94 S 58'- 05' -39" E 9.64'
.ties * L35 S 27'- 25' -08" E 14.29' L95 S 36'- 18' -59" E 5.41' (Dote)
L36 S 6'- 44' -16" E 10 87' L96 N 12'- 38' -11" E 18.17'
^.� L37 S 15'- 22' -48" E 1611' L97 N 23'- 50' -32" E 9.06' (USACE Action ID No.:
\ / L38 S W- 03' -47" E 2314' L98 N 18'- 22' -15" E 5.69'
L39 N 79'- 11' -38" W 7 67' L99 N 42'- 06' -14" E 13 08'
L40 S 81'- 03' -44" W 5 12' L100 N 40'- 57' -13" E 9.36' NOTES:
p�tpi° 4 L41 N 80'- 29' -03" W 342' L101 N 7'- 27' -28" W 11 65' 1. CONTROL FOR THIS SITE ESTABLISHED BY GPS USING A TOPCON
L42 N 42'- 59' -48" W 10 83' L109 N 21'- 59' -12" E 13 20' HIPER PLUS AND RESULTING NATIONAL GEODETIC SURVEY OPUS
L43 N 12'- 03' -48" W 24 05' L110 N 21'- 24' -54" E 512' SOLUTIONS AND CONVENTIONAL TRAVERSE WITH TOPCON GTS -310
13� \ L44 N 10'- 41' -47" W 26.20' 1-111 N 2'- 28' -12" E 6 64' SERIES INTRUMENT. FIELD DATA ADJUSTED USING STAR *NET LEAST
arm \ L45 N 62'- 58' -44" E 5 46' L112 N 7'- 44' -36" W 6 48' SQUARES ADJUSMENT. PROJECT AVERAGE COMBINED FACTOR OF
r L46 S 16'- 43' -33" W 814' L113 N 26'- 37' -59" W 6.25' 0.9999148 USED.
L47 S 13'- 03' -07" W 6 69'
L48 S 22'- 35-59" W 6 94' 2. CONTROL POINT HELD FIXED FOR THIS SITE IS CONTROL IRON
L49 S 2'- 43' -11" W 6 42' #1507. COORDINATES ESTABLISHED ON #1507 ARE FROM A 4 HOUR
L50 S 15'- 30' -31" E 10.61' GPS SESSION ON NOV. 23, 2007, NORTHING = 810,446.35 FEET,
L51 S 1'- 14' -04" E 8 59' EASTING = 1,705,189.98 FEET. STATE PLANE COORDINATES (3200 NC)
L52 S 17'- 13' -33" E 13 76'� $ee ALL COORDINATES SHOWN ON THIS MAP ARE GROUND COORDINATES.
L53 S 5'- 27' -14" W 6 70 Ra"eii 3. TOPOGRAPHY SHOWN HEREON IS LIDAR AND WAS OBTAINED FROM
L54 S 2'- 19' -20" W 7 68' �� THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION WEBSITE.
�►".,�° L55 S 21'- 24' -12" W 15.16' �o
a na L56 S 3'- 36' -35" W 5 12' , @Q��.iQ
e ar`-a" L57 S 16'- 28' -34" E 14 55'
mW,d L58 S 11'- 00' -06" E 4 20' $Fl1`L D
.� L59 S 15'- 09' -30" E 8 73' L.3u8
L60 S 9'- 27' -21" W 6.59' o
— � � �� �yo y�� FEB 11'2015
g7m�
n DENR -WATER RESOURCES
401 & BUFFER PERMITTING
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
P.O. BOX 365
JAMESTOWN, N.C. 27282 m
r Inc Telephone [phone]
C -0626 Job No. 2014 -115