20080499 Ver 3_Public Notice_20150804

Burdette, Jennifer a
From: Thames, Joyce A SAW <Joyce.A.Thames @usace.army.mil>
Sent: Tuesday, August 04, 2015 10:14 AM
To: Bailey, David E SAW
Cc: Collins, Jocelyn G SAW; Porter, Elizabeth D SAW
Subject: US Army Corps of Engineers Public Notice (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
As you requested, you are hereby notified that Wilmington District, United States Army Corps
of Engineers has issued a Public Notice. The text of this document can be found on the
Public Notices portion of the Regulatory Division Home Page. Each Public Notice is available
in ADOBE ACROBAT (.pdf) format for viewing, printing or download at
http: / /www.saw.usace.armv.mil/ Missions /ReRulatorvPermitProRram.asox
The current notice involves:
Corps Action ID #: SAW- 2013 -00556
Issue Date: 04 AUGUST 2015
Applicant: TDO Land Holdings, LLC, Mr. Brian Hall
Project Name: The Triad Business Park (TBP) Phase II
Expiration Date: 4 September 2015
Point of Contact: Dave Bailey
Project Description: The Raleigh Regulatory Field Office, Corps of Engineers (Corps) received an application
from TDO Land Holdings, LLC seeking Department of the Army authorization to discharge fill material into waters
of the United States, associated with constructing access and infrastructure for phase II of the Triad Business Park
(TBP) development in Guilford County, North Carolina.
Classification: UNCLASSIFIED
Caveats: NONE
1

Issue Date: August 4, 2015
Comment Deadline: September 4, 2015
Corps Action ID Number: SAW - 2013 -00556
The Wilmington District, Corps of Engineers (Corps) received an application from TDO
Land Holdings, LLC seeking Department of the Army authorization to discharge fill
material into waters of the United States, associated with constructing access and
infrastructure for phase II of the Triad Business Park (TBP) development in Guilford
County, North Carolina.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at
httD: / /www.saw.usace.armv. mil / Missions /Re�4ulatorvPennitPro�4ram.aspxx
Applicant: TDO Land Holdings, LLC
Mr. Brian Hall
309 Gallimore Dairy Road, Suite 102
Greensboro, North Carolina 27409
AGENT: Pilot Environmental, Inc.
Mr. Brad Luckey
Post Office Box 128
Kernersville, North Carolina 27285
Authority
The Corps evaluates this application and decides whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of the following Statutory
Authorities:
® Section 404 of the Clean Water Act (33 U.S.C. 1344)
❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972
(33 U.S.C. 1413)
6 • j EEE
00& C

Location
Directions to Site: The proposed project area is located in an undeveloped tract of land
south of West Market Street and north of I -40 Business, between the Guilford /Forsythe
County line and Bunker Hill Road in Colfax, Guilford County, North Carolina.
Project Area (acres): 180 acres (phase 11 only) Nearest Town: Colfax
Nearest Waterway: UT to West Fork Deep River River Basin: 03030003
Latitude and Longitude: 36.109174 °N, - 80.024339 °W
Existing Site Conditions
The proposed project area is located within the Charlotte Belt of the Piedmont
Physiographic Province. This region's geology is dominated by plutonic rocks with some
large areas of meta - volcanic rocks. The phase II site geomorphology generally includes
two upland ridges bisected from northeast to southwest by the UT to West Fork Deep
River valley, with several smaller drainages down cutting from the uplands to the valley.
Elevation across the site ranges from approximately 971 feet above mean sea level
(MSL) in the north extent of the property along the rail road track, to 886 feet MSL along
UT to West Fork Deep River. Soils are mapped as Chewacla loam (ChA), Nathalie sandy
loam (NaB) and Poplar Forest sandy loam (PaQ and clay loam (PpD2). The Chewacla
series consists of somewhat poorly drained, moderately permeable soils that occur on
floodplains of the Piedmont and Coastal Plain river valleys; this series is identified on the
2014 National Hydric Soils List for Guilford County, North Carolina as having hydric
inclusions of the un- drained Wehadkee component. The Nathalie series consists of well
drained, moderately permeable soils that occur on hills and ridges of Piedmont uplands.
The Poplar Forest series consists of well drained, moderately permeable soils that occur
on gently sloping to steep Piedmont uplands. Average annual precipitation for Guilford
County is 43.1 inches.
Historically, the site used for farming, with forested areas on the steeper slopes and
bottomlands and several ponds. Currently the central, eastern, and southern portions of
the site consist of grassed fields of fescue (Festuca spp.) and Bermudagrass (Cynodon
dactylon), and mixed deciduous forested areas including oak (Quercus spp.), hickory
(Carya spp.), beech (Fagus grandifolia), elm (Ulmus spp.), red maple (Ater rubrum) and
sweetgum (Liquidambar styraciflua). Two ponds exist as well, one in the northern and
western portions of the site, respectively. Commercial /industrial business complexes have
been constructed in the northern and western portions of the site in the last seven years,
including large buildings, parking lots, sewer and waterlines, and stormwater treatment
facilities.

A paved access road extends from Old Greensboro Road east to a cul -de -sac located just
west of the UT to West Fork Deep River valley to service these facilities. The property is
bordered to the west by phase I of TBP (referenced above), to the south by I -40 Business,
to the east by Bunker Hill Road and small residential properties, and to the north by West
Market Street, and to the north by a Norfolk- Southern railroad, and mixed wooded -
maintained property. General area land use includes commercial and industrial
development to the west in the vicinity of Kernersville, mixed residential - agricultural
land north and south, and medium density residential and forested land immediately east,
with heavy industrial property slightly farther west.
Pilot Environmental, Inc., consultant for the applicant; conducted a jurisdictional
delineation for the site in 2014. The jurisdictional boundaries, including 9 streams and
adjacent wetlands were verified by the Corps, and a Jurisdictional Determination (JD)
was approved on September 8, 2014, (SAW -2013- 00556). All streams on site are
considered Relatively Permanent Waters, which flow via West Fork Deep River to the
Deep River, a Traditionally Navigable Water. These streams all carry the NC Division of
Water Resources (NCDWR) best usage classification of "WS -IV "; this classification
refers to those waters used as sources of water supply for drinking, culinary, or food
processing purposes where a WS -I, II or III classification is not feasible. WS -IV waters
are generally in moderately to highly developed watersheds or Protected Areas. There are
no designated Outstanding Resource Waters (ORW), High Quality Waters (HQW),
Water Supply I (WS -I), or Water Supply (WS -It) waters within 1.0 mile of the project
area. The wetlands within the phase II project area are all of the Headwater Forest
wetland type, according to the North Carolina Wetland Assessment Method (NCWAM).
These features contain a mix of plant assemblages, with the wetland area abutting the
main UT to West Fork Deep River, Wetland WC, containing sweetgum, black willow
(Salix nigra), green ash (Fraxinus pennsylvanica), silky dogwood (Cornus amomum), red
maple, green briar (Smilax sp.) and various sedges (Carex sp.) and rushes (Juncus sp.).
Soils within this feature are primarily loamy with a low chroma (2.5Y 4/1) matrix and
bright (5YR 4/6) redoximorphic concentrations. Typical of wetlands in stream valleys,
this wetland displays hydrology indicators such as water - stained leaves seasonal
saturation, and occasional flooding.
Background
Phase I of TBP includes several activities authorized under Nationwide Permits (NWPs),
but considered as having cumulative impacts as part of the same single and complete
project:
The FedEx ground package distribution project (SAW- 2008 - 01894) was authorized
under NWP 39 on July 31, 2008, including a permanent discharge of fill material into
225 linear feet of stream channel, 0.19 acre of riparian wetlands, and 0.22 acre of open
waters habitat. Compensatory mitigation for these impacts was satisfied through the
purchase of 450 stream credits and 0.19 wetland credits from the North Carolina
Ecosystem Enhancement Program (NCEEP).

The Triad Business Park sewer project (SAW- 2008 - 02092) was authorized under NWP
12 on September 12, 2008, and was constructed to service TBP. This authorization
included the temporary discharge of dredged material into 125 linear feet of stream
channel and 0.31 acre of riparian wetlands. Compensatory mitigation for wetland impacts
was satisfied through the purchase of 0.62 wetland credits from the NCEEP, as well as a
requirement to preserve a defined area of remaining waters of the US on site including
wetlands and a 30 foot buffer around all streams and ponds, with the exception of those
areas in the area of the FedEx ground package distribution project. The legal mechanism
for protecting the preservation area was Restrictive Covenants, as recorded in the
Guilford County Register of Deeds on December 31, 2008.
The Northeast Sewer Improvements phase I project (SAW- 2008 - 01599), authorized
under NWP 12 on October, 24, 2008, was constructed in part to connect to TBP. This
authorization included a temporary discharge of dredged material into 199 linear feet of
stream channel and 0.19 acre of riparian wetlands, including the permanent conversion of
0.13 acre of wetlands from a forested to an herbaceous state. Compensatory mitigation
for the permanent wetland conversion impacts was satisfied through the purchase of 0.26
wetland credits from the NCEEP.
Given that the current proposed impacts to waters of the U.S., in combination with
impacts from the earlier phases listed above, exceed the Nationwide Permit threshold, the
current proposal to construct phase II of TBP is subject to Individual Permit review.
Applicant's Stated Purpose
The purpose of the project, as stated by the applicant, is to provide safe and adequate
industrial access to phase 11 of TBP.
Project Description
The applicant has proposed to permanently discharge fill material into an additional 190
linear feet of stream channel and 0.59 acre of riparian, non - riverine wetlands, and
temporarily discharge fill material into 45 linear feet of stream channel and 0.06 acre of
riparian, non - riverine wetlands, to construct phase II of TBP. The proposed impacts to
waters of the U.S. are the direct result of culvert and road fill installation and access for
construction of a road crossing. The applicant proposes to dewater the relevant section of
UT to West Fork Deep River via coffer dams and pump- around for construction access,
install an 84 -inch, 120 -foot long culvert and 78 -foot long rip rap energy dissipater pad,
and backfill to road grade using clean fill material.

The side slopes would be stabilized by approximately 12 foot tall retaining walls on both
the up- and down - gradient sides. The proposed road crossing would provide two
approximately 17 foot wide paved travel lanes with curb and gutter.
Table 1. Existing and Prouosed Waters of the U.S. Imuacts Table
TBP Proposed Total 1 0.78 0.56 1 0.22 1 415 369
If authorized, cumulative impacts for phases I and 11 of TBP would include the
permanent discharge of fill material in 415 linear feet of stream channel, 0.78 acre of
riparian, non - riverine wetlands and 0.22 acre of open waters, and temporary discharge of
fill material in 369 linear feet of stream channel and 0.56 acre of riparian, non - riverine
wetlands.
The applicant submitted an Alternatives Analysis that includes No Action, On -site, and
Off -site Alternatives. This information has been included with this Public Notice as well.
Supplemental documentation including project plans and a narrative can be found on the
District Website at
httD: / /www.saw.usace.armv. mil / Missions /Re�4ulatorvPennitPro�4ram /PublicNotices.asi)x.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and /or
minimize impacts to the aquatic environment:
The applicant has incorporated the use of retaining walls at significantly increased
construction costs in efforts to further minimize the impact to the environment and
jurisdictional features. Approximate 12 feet tall retaining walls that will act as head /end
walls are proposed to be constructed up and down - gradient of the proposed crossing
location. The retaining wall on the up- gradient end of the crossing is approximately 65
feet long and the retaining wall on the down - gradient end of the crossing is
approximately 85 feet long. The use of the retaining walls has further reduced the amount
of impact of the preferred alternative by 88 linear feet of stream channel and 0.09 acres of
wetlands.

The applicant has conceptualized locations of proposed lots and shown designs for
infrastructure, including roads and utilities to the lots without additional impact to
jurisdictional features. Proposed lot boundaries have been designed based on locations of
jurisdictional features; whereas, jurisdictional features serve as lot boundaries and /or are
located in proximity to lot boundaries to the maximum extent possible in efforts to reduce
the potential for future impacts to jurisdictional features associated with individual lot
construction and full build out of phase II of TBP.
The sequence of construction phases has been designed to minimize areas of
exposed /bare soil. During construction, erosion control measures will be routinely
inspected and maintained as needed to prevent erosion and capture sediments. Disturbed
areas will be immediately re- seeded to prevent erosion and sedimentation runoff into
streams. Stockpiling excavated soil will be avoided where possible. If temporary stock-
piling is necessary, it will be bermed with bales of hay and or covered to prevent
excessive run -off. Erosion control inspections will be scheduled with the Land Quality
Section as necessary. A stormwater management plan will be submitted separate from
this application to the NC Department of Environment and Natural Resources
( NCDENR) or an NCDENR approved local municipality.
There are approximately 5,124 linear feet of perennial stream channel, 1,620 linear feet
of intermittent steam channel, 8.892 acres of wetlands and 3.356 acres of jurisdictional
open waters (ponds) located with phase II of TBP. Impacts to 4,934 linear feet of
perennial stream channel, 1,620 linear feet of intermittent stream channel, 8.33 acres of
wetlands and 3.356 acres of jurisdictional open waters (ponds) has been avoided. The
project as proposed allows for the future development of phase II of TBP to occur in
upland areas with no impact to jurisdictional features and /or the environment. Additional
impacts to jurisdictional features beyond those that are proposed in this project are not
anticipated.
Compensatory Mitigation
The applicant offered the following compensatory mitigation plan to offset unavoidable
functional loss to the aquatic environment:
Impacts to the wetlands are proposed be compensated through payment to the NCEEP,
now known as the NC Division of Mitigation Services, at a 2:1 mitigation to impact ratio
for the permanent stream and wetland impacts associated with phase H; this would result
in a purchase of 380 warm water stream credits and 1.18 riparian wetland credits.
Essential Fish Habitat
Pursuant to the Magnuson- Stevens Fishery Conservation and Management Act, this
Public Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The
Corps' initial determination is that the proposed project would not effect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service.

Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version
of the National Register of Historic Places and initially determines that:
❑ Should historic properties, or properties eligible for inclusion in the National
Register, be present within the Corps' permit area; the proposed activity requiring
the DA permit (the undertaking) is a type of activity that will have no potential to
cause an effect to an historic properties.
® No historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area; therefore, there will be no
historic properties affected. The Corps subsequently requests concurrence from
the SHPO (or THPO).
❑ Properties ineligible for inclusion in the National Register are present within the
Corps' permit area; there will be no historic properties affected by the proposed
work. The Corps subsequently requests concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; however, the undertaking will have no
adverse effect on these historic properties. The Corps subsequently requests
concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; moreover, the undertaking may have an
adverse effect on these historic properties. The Corps subsequently initiates
consultation with the SHPO (or THPO).
❑ The proposed work takes place in an area known to have the potential for the
presence of prehistoric and historic cultural resources; however, the area has not
been formally surveyed for the presence of cultural resources. No sites eligible for
inclusion in the National Register of Historic Places are known to be present in
the vicinity of the proposed work. Additional work may be necessary to identify
and assess any historic or prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and /or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking's potential direct and indirect effects on
historic properties within the Corps- indentified permit area.

Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information:
❑ The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
❑ The Corps determines that the proposed project may affect federally listed
endangered or threatened species or their formally designated critical habitat.
❑ The Corps initiates consultation under Section 7 of the ESA and will not make a
permit decision until the consultation process is complete.
® The Corps is not aware of the presence of species listed as threatened or
endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area. The Corps will
make a final determination on the effects of the proposed project upon additional
review of the project and completion of any necessary biological assessment
and /or consultation with the U.S. Fish and Wildlife Service and /or National
Marine Fisheries Service.
The applicant submitted additional site - specific information on federally protected
threatened and endangered species, which can be found on the District Website at
httD: / /www.saw.usace.armv. mil / Missions /Re�4ulatorvPennitPro�4ram /PublicNotices.asi)x.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate
State agencies for review.
North Carolina Division of Water Resources ( NCDWR): The Corps will generally not
make a final permit decision until the NCDWR issues, denies, or waives the state
Certification as required by Section 401 of the Clean Water Act (PL 92 -500). The receipt
of the application and this public notice, combined with the appropriate application fee, at
the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a
401 Certification. A waiver will be deemed to occur if the NCDWR fails to act on this
request for certification within sixty days of receipt of a complete application. Additional
information regarding the 401 Certification may be reviewed at the NCDWR Central
Office, 401 and Buffer Permitting Unit, 512 North Salisbury Street, Raleigh, North
Carolina 27604 -2260. All persons desiring to make comments regarding the application
for a 401 Certification should do so, in writing, by August 25, 2015 to:

NCDWR Central Office
Attention: Ms. Karen Higgins, 401 and Buffer Permitting Unit
(LISPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699 -1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal ManaLyement (NCDCM):
❑ The application did not include a certification that the proposed work complies
with and would be conducted in a manner that is consistent with the approved
North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2
(b)(2) the Corps cannot issue a Department of Army (DA) permit for the
proposed work until the applicant submits such a certification to the Corps and
the NCDCM, and the NCDCM notifies the Corps that it concurs with the
applicant's consistency certification. As the application did not include the
consistency certification, the Corps will request, upon receipt, concurrence or
objection from the NCDCM.
® Based upon all available information, the Corps determines that this application
for a Department of Army (DA) permit does not involve an activity which would
affect the coastal zone, which is defined by the Coastal Zone Management (CZM)
Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest. That
decision will reflect the national concern for both protection and utilization of important
resources. The benefit which reasonably may be expected to accrue from the proposal
must be balanced against its reasonably foreseeable detriments. All factors which may be
relevant to the proposal will be considered including the cumulative effects thereof,
among those are conservation, economics, aesthetics, general environmental concerns,
wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values
(in accordance with Executive Order 11988), land use, navigation, shoreline erosion and
accretion, recreation, water supply and conservation, water quality, energy needs, safety,
food and fiber production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the discharge of
dredged or fill materials in waters of the United States, the evaluation of the impact of the
activity on the public interest will include application of the Environmental Protection
Agency's 404(b)(1) guidelines.

Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and /or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to
the proposed work, as outlined above, until 5pm, September 4, 2015. Comments should
be submitted to David E. Bailey, Raleigh Regulatory Field Office, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, North Carolina 27587, at (919) 554 -4884 extension 30.

APPU CAII ON FOR SECTI ON 404/ 401 I NDIVI DUAL PERM IT
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JULY21, 2015
PD PRO ECT NO. 1010
0

TABLE OF CONTENTS
PAGE
EXEaUTIVE SJM MARY .................................................................................................... ..............................1
1.0
PURPOSEAND N® ........................................................................................... ..............................4
2.0
BACKGRCUND ...................................................................................................... ..............................5
3.0
EX1S11NG9TEC ONDITIONS ................................................................................. ..............................8
3.1
Literature R-,view .......................................................................................... ..............................8
3.2
ate R-,connaissance ..................................................................................... ...............................
9
3.3
Elreams ......................................................................................................... .............................10
3.4
Wetlands ....................................................................................................... .............................11
3.5
Oxen Waters ................................................................................................. .............................12
3.6
Watershed Classification .............................................................................. .............................12
3.7
Veaetation .................................................................................................... .............................13
3.8
Cultural R-,sources ........................................................................................ .............................14
3.9
Bioloaical Resources/Endanaered Soedes ................................................... .............................15
4.0
R:Z( TOONSFRJCIION .................................................................................. .............................17
5.0
ALTEFNATIVESTO THE PROPOSED ACTION ....................................................... .............................18
6.0
PROPOSED I M PACTS ........................................................................................ ...............................
22
7.0
AVOI DANCEAND M I NI M IZATION ...................................................................... .............................23
8.0
PROPOSED M ITIGATION .................................................................................. ...............................
25
9.0
CORFES:IONDENCFI RE F UgCES .................................................................... ...............................
26
10.0
APPENDICES ....................................................................................................... .............................27

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
EXE -nVESUMMARY
This environmental report was prepared by Pilot Environmental Inc. (PD) for use by TDO Land
1 4 [ [/f Gds qkZ jAmOA oLCWA.Jl1llllr4idual permit that will allow theconstruction of
a proposed road crossing. Stream and wetland impacts are required for completion of the
proposed project. The purpose of the Environmental Pbport isto provide sufficient information
that will enable the United States Army Corps of Engineers (U&\CE) and the North Carolina
Department of Environment and Natural Pbsources (NCDENR) Division of Water Pbsources
(DWR) to evaluate the proposed project.
The project purpose isto provide safe and adequate industrial accessto Phase 11 of Triad Business
Park (TBP) located south of East Mountain Street /West Market Street in Kernersville, Guilford
County, North Carolina. Phase 11 of TBPisan approximate 180 acre portion of the larger 312 acre
TBP industrial park. Phase 11 of TBPdoes not currently have safe and adequate industrial access
and /or interconnectivityto Phase I of TBR Therefore, theapplicant is proposing the construction
of a road crossing that would provide safe and adequate industrial travel to and from Phase 11 of
TBR ATransportation Analysis, prepared by Davenport, and evaluation of effects on emergency
response personnel assisted the applicant in determining the preferred access location for Phase
11 of TBR
TBP was previously delineated in 2008 to facilitate the construction/ infrastructure of an
approximate 127 acre portion of TBPwith FedEx Ground (Lot 4), to provide infrastructure to the
remaining approximate 5 acres of Phase I of TBPand to provide sanitary sewer/ water servicesto
Phase II of TBR Section 404/401 permit approvals associated with the construction of FedEx
Ground and development of Phase I of TBPincluded the permanent impact to: 0.22 acresof open
waters; 225 linear feet of stream channel; 0.19 acres of wetlands; 46,634 square feet of Zone 1
buffer; and, 23,954 square feet of Zone 2 buffer. Section 404/401 permit approvals associated
with the installation of utility line infrastructure to Phase 1 /11 of TBP included the temporary
impact to 324 linear feet of stream channel and 0.50 acres of wetlands.
Asaspecial condition of the previously issued Section 404/401 authorizations, the permitteewas
required to preserve and maintain all the jurisdictional waters/ wetlands and a 30 foot buffer
around all of the streamsand pond features (conservation area), excluding the waters/ wetlands
at the FedEx Ground (Lot 4) site. According to an Amendment to Declaration of Protective
Covenants, Conditions, Pbstrictions and Pbservations dated December 31, 2008, the remaining
jurisdictional waters/ wetlands located within TBP(with theexception of Lot 4), have been placed
into conservation areas which activities including but not limited to; fill, excavation, land
disturbance, vegetation removal, construction of temporary/ permanent structures, disruption or
alteration of hydrology, etc. are prohibited. If the proposed action receives Section 404/401
approval, then the applicant will amend the Declaration of Protective Covenants, Conditions,
Pbstrictions and Pbservations dated December 31, 2008 such that the proposed road crossing
can be constructed. The designated conservation areas on the remainder of jurisdictional
1

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
waters/ wetlands located in Phase II of TBP will remain in place in efforts to preserve /avoid
additional impactsto jurisdictional waters/ wetlands.
The proposed project is paramount to the growth and success of Phase II of TBP and thus,
contributesto the overall communitydueto increased employment opportunities, increased tax
revenue and various other socio- economic factors. However, to facilitate the proposed project,
there will be unavoidable impacts to 190 linear feet of stream channel, 0.59 acres of wetlands
and 28,751 square feet of cumulative Zone 1/2 riparian buffer. A letter of No Practical
Alternatives is being submitted to the City of Kernersville simultaneously with this application to
request the proposed impact to the Randleman Lake Water Supply Watershed Rparian Buffers
in accordance with 15A NCgCO2B .0250. The project, as being proposed, will meet the current
and future needs of Phase II of TBR The site design, as being proposed, allows for future
development of Phase II of TBPto occur in upland areaswithout additional impactsto streams
or wetlands.
! ■ ss(!■fJ& 4'rvPC [f AL44 LW L'ss■ conducted to determine the preferred access
4'rv� Qk 4'rvP [f so P r DWI ki s A. off -site no build, an on -site no build and three
interior crossing locations. ATransportation Analysis, evaluation of construction costs, economic
evaluation and evaluation of impact to the s■64n s■COs'rs j Cass 4 N 4rvPd f
analysis. The preferred alternative was selected due to limited impactsto the environment, the
costs of development, operation, travel times, road capacity, public safety and anticipated
positive benefits to TBP and the overall community in the vicinity of TBR
During design of the proposed project, the applicant has incorporated several design techniques
to avoid and minimize impacts to streams and wetlands. Design specifications that avoid and
minimize impactsto streams and wetlands include the use of approximate 12 feet tall retaining
walls that are approximately 65 and 85 feet long. The retaining walls will act as head /end walls
and significantly reduce impactsto streams, associated stream buffers and wetlands.
The sequence of construction phases has been designed to have minimal areas of exposed/ bare
soil. During construction of each of the phases of the project, erosion control measures will be
implemented to avoid sediment runoff into nearby streams. SIt fencing and additional erosion
control measures/deviceswill be used to prevent erosion and capture sediment. Disturbed areas
will be immediately reseeded to prevent erosion and sedimentation runoff into streams.
Stockpiling excavated soil will be avoided where possible. If temporary stock- piling is necessary,
it will be bermed with bales of hay and or covered to prevent excessive run -off.
The applicant has avoided and minimized impacts to jurisdictional areas and will compensate to
the extent practicable, for remaining unavoidable losseswith mitigation. The applicant proposes
a mitigation ratio of 2:1 for the stream and wetland impacts. The applicant proposes to
compensate for impacts for the construction of the proposed project by offering payment into
the NCDENRDivision of Mitigation Sarvices (DMS). Private mitigation banks, in the watershed of
Cis ab.wsr ;)aAl' ( r4 ■OCR I" rsr Jft kA" Aws s cl±N A.ZaAM(�'rsijj sf( ! Cis
2

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
ratios proposed, the applicant will receive 380 linear feet of stream credits and 1.25 acres of
wetlands credits, which will meet and /or exceed mitigation payment requirements. Additionally,
mitigation for unavoidable impacts to riparian buffers will be satisfied by the applicant in
accordance with 15A NCACO2B .0250.

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
Kernersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The project purpose isto provide safe and adequate industrial accessto Phase II of TBP. Phase II
of TBP isan approximate 180 acre portion of the larger 312 acre TBP industrial park. Phase II of
TBP does not currently have safe and adequate industrial access and /or interconnect ivity to
Phase I of TBP. Therefore, the applicant is proposing the construction of a road crossing that
would provide safe and adequate industrial travel to and from Phase 11 of TBP.
Access to Phase II of TBP was evaluated by Davenport and summarized in a Transportation
Analysis dated Saptember 5, 2014 (Appendix IV). According to the Transportation Analysis
report, the proposed road crossing and extension of Old Greensboro Fbad hassignificant benefit
to TBPand the general vicinity by increased road capacity, more efficient travel time, operation
and safety.
Additionally, emergency response and occupancy safety was also considered during evaluation
of alternatives to access Phase II of TBP. According to a June 25, 2015 letter from Mr. Cott
Cunningham, Kernersville Chief of Police and aJuly 1, 2015 letter from Mr. Bruce Hennequin, Fire
Marshall of the Kernersville Fire Department, the proposed interconnect ivity of Phase II of TBP
by the proposed road crossing would result in significant and immediate benefits to occupants
of TBP, as well as, the overall community within the vicinity of TBP. According to the letters,
more efficient response timesto and within the general vicinity of Phase II of TBPwill allow for
more efficient patrols, reduce response times and overall enhance general service to the area.
Copiesof the lettersare included in Appendix IV.
4

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The project area is located within the larger TBP. TBP is an approximate 312 acre tract, located
south of East Mountain Street /West Market Street in Kernersville, Guilford County, North
Carolina. TBP was previously delineated in 2008 to facilitate the construction/ infrastructure of
an approximate 127 acre portion of TBP with Fed& Ground, to provide infrastructure to the
remaining approximate 5 acres of Phase I of TBP and to provide sanitary sewer/ water services to
Phase I I of TBP. Drawing 1 shows t he approximate locations of TBP (Phase 1/ 11) and the proposed
project area. USgCE.Dswere issued in conjunction with USgCE approvals for the project areas
asdescribed below. Section 404/401 permit approvals associated with the construction of Fed&
Ground and Phase I of TBP are described below and included as attachments in Appendix V:
{ ! i j$$, 49� VLs:5 i v 4�' V Vm -141'd 9 ,§R :O§r 99 [Yrdj of
o Nationwide Permit 39 dated July 31, 2008. The NWP 39 for Project Hermes
(FedEx Ground) authorized the permanent impact to 0.22 acres of open waters,
0.19 acre of wetlands and 225 linear feet of stream channel. Mitigation was
required for 0.19 acres of wetland impacts at a 1:1 ratio and 225 linear feet of
stream channel at a2:1 ratio.
o 401 WQC and Major Variance Approval dated August 11, 2008. The 401 WQC
and Major Variance Approval for Project Hermes (FedEx Ground) authorized the
permanent impact to 0.22 acresof open waters, 0.19 acresof wetlands, 255 linear
feet of stream, 46,634 square feet of Zone 1 buffer impact and 23,954 square feet
of Zone 2 buffer impact. Mitigation was required for 255 linear feet of stream and
70,588 square feet of riparian buffer.
As a special condition of the 401 WQC and Major Variance approval, deed
restrictions prohibiting the future impact of riparian buffers was required.
According to a Declaration of Covenantsand Restrictions, dated January 20, 2009,
a legal description by metesand boundsof remaining riparian buffersand surface
waters for Lot 4 of Triad Business Park, Phase I have been placed into restricted
areas in which activities including but not limited to; fill, excavation, land
disturbance, vegetation removal, construction of temporary/ permanent
structures, disruption or alteration of hydrology, etc. are prohibited. Acopyof the
Declaration of Covenant and Restrictions is included in Appendix V.
{ ! i j$$� 49$' 9 -Q* .
o Nationwide Permit 12 dated September 12, 2008. The NWP for Triad Business
Park (sewer line) authorized the temporary impact to 0.31 acres of wetlands and
5

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
125 linear feet of stream. Mitigation was required for 0.31 acres of wetland
impact at a 2:1 ratio.
Asa special condition of the NWP 12, the permittee was required to preserve and
maintain all thejurisdictional waters/ wetlands and a30 foot buffer around all of
thestream and pond features (conservation area), excluding the waters/ wetlands
at the Project Hermes (SqW- 2008 - 01894) site. According to an Amendment to
Declaration of Protective Covenants, Conditions, Pbstrictions and Reservations
dated December 31, 2008, the remaining jurisdictional waters/wetlands located
within TBP (with the exception of Lot 4), have been placed into conservations
areaswhich activities including but not limited to; fill, excavation, land disturbance
activities, vegetation removal, construction of temporary/ permanent structures,
disruption or alteration of hydrology, etc. are prohibited. A copy of the
Amendment to Declaration of Covenants, Conditions, Restrictions and
Reservations is included in Appendix V.
{! i j++$ [.+jiTV ❑b9 {sOs'n[Jhe Improvements Phase I
o Nationwide Permit 12 dated October 24, 2008. The NWP for the NE Sewer Line
Improvements, Phase I authorized thetemporary impact to 0.19 acres of wetlands
and 199 linear feet of streams. Mitigation was required for im pact sto 0.13 acres
of wetlandsat a2:1 ratio.
The above - referenced NWPs all contained remarks indicating that impacts to waters of the U.S:
associated with the three above projects and all other proposed impacts to waters of the U.S:
within or associated with TBP are considered a single and complete project as defined in the
federal Code of Regulations (CFR at 33 CFR330.2(i).
6

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
amulative impacts to jurisdictional features are summarized in the below table:
Table 1. Previous I mpacts to Waters of US and Rparian Buffers
Prof ect_
Open Waters(ac) Wetlands
Stream (if)
Zone 1 Buffer
Zone 2 Buffer
I I (ac)
I
(sf) I
(sf)
Hermes
225 -USACE
FedEx
0.22 0.19
255 -DWR
46,634
23,954
Ground
TBP
Sewer
0 0.31*
125*
n/ a
n/ a
Line
NE
Sewer
0 0.19*
199*
n/ a
n/ a
Line
*denotes temporary impact
n/ a denotes i nformat ion not available
7

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
3.0 EXISTING SITE OONDIl10NS
3.1 Literature Review
PE] reviewed the USSS Topographic Map, USDA Web SDil Survey of Guilford County, last
published USDAS:)il Surveyof Guilford County, USFWSNWI maps, FENIA RRMsand the Geologic
Map of North Carolina to determine information about TBPand the project area.
• The USGSTopographic Map (Drawing 2) shows an unnamed tributary to the West Fork Deep
Ewer within the proposed impact area. An unnamed pond isshown north of the project area.
Drainage swales that could contain surface waters or wetlands are depicted southeast,
southwest and west of the project area.
• The USDA Web mil Survey of Guilford County (Drawing 3) shows a stream consistent with
the unnamed tributary depicted on the U9GSTopographic map located within the proposed
project area. S)ilswithin the proposed road crossing are mapped as:
- / 40A1' v aM :114 �„ Qk / 146A1'l, fs'Af consists of somewhat poorly drained,
moderately permeable soilsthat occur on floodplains of the Piedmont and Coastal Plain
river valleys.
- bA54 fAmrT d1a ibA 11❑ Qk bA04 fsries consists of well drained, moderately
permeable soilsthat occur on hillsand ridges of Piedmont uplands.
- t o v C fn§fWmA T v :t: I' vT v itJZs❑❑(;k t o.JjnCdrsfCfs'Af I'o■f4($
of well drained, moderately permeable soils that occur on gently sloping to steep
Piedmont uplands.
The Chewacla soil mapping unit (ChA) is identified on the 2014 National Hydric Sails List for
Guilford County, North Carolina has having hydric inclusions of the un- drained Wehadkee
component. The remainder of the soils located within the project area are not identified on
the National Hydric Sails List for Guilford County, North Carolina.
• The last published USDA SDil Survey of Guilford County (Drawing 3A), shows an unnamed
tributary to the West Fork Deep Fiver within the project area. Other surface waters or
wetlands are not shown within the project area. Additionally, intermittent streams are
located southeast and southwest of the project area.
• The National Wetland Inventory Map (Drawing 4) does not identify surface waters or
wetlandswithin the project area. Afreshwater pond is located northeast of the project area.
A freshwater pond and forested /shrub wetlands are shown southwest of the proposed road
cross) ng.
s

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
• The FBVIA RRMs (Drawing 5) identify the project area and remainder of TBP as Zone Nan
area outside the 500 year flood plain.
• The Geologic Map of North Carolina indicatesthat the site is located in the Carolina ,9ate Belt
of the Piedmont Physiographic Province. In general, the soils encountered in this area are
the residual product of in -place chemical weathering of rock underlying the site. Typically,
shallow unconfined groundwater movement within soils is controlled largely by topographic
gradients. Recharge occurs primarily by infiltration along higher elevations and typically
discharges into streams or other surface water bodies. The elevation of the shallow water
table istransient and can vary greatly with seasonal fluctuations in precipitation. Movement
in this water table is generally from higher to lower elevations.
3.2 Site Reconnaissance
PD has confirmed the locations of waters of the U.S:, including wetlands, within the TBP as
depicted on the WetlandsPLATfrom previoussite del i neat ion /verificat ions previously conducted
in 2008. PD performed a delineation of jurisdictional waters within the project area during
several site visits from April 2014 to May 2014. The project area consist of grass-covered fields
and wooded land. Portions of the grass - covered fields include fill from the adjacent pond dam,
located immediately north of the project area. Wooded areasconsist of mixed hardwood species.
Based on the findings of the delineation, one perennial stream is located within the proposed
areaof impact. Thestream contained adefined bed and banks, meanders, iron oxidizing bacteria
and flowing water at the time of our site visits. Wetlands are located adjacent to the perennial
stream within the project area. PD flagged the centerline of the stream and boundary of the
wetland during our site visits. The stream and wetland flags were verified in the field by Mr.
David Bailey (U&\CE) and Ms. Sue Homewood (NCDENR DWR) on May 15, 2014. Drawing 6
shows the approximate locations of the stream, wetlands, data point locations and our flag
numberswithin the proposed areaof impact.
Phase I of TBP is located west of the project area. Fed Ex Ground, other industrial buildings and
graded lots are located within the remainder of Phase I of TBR Old Greensboro Rbad, a
stormwater pond and graded Lots 2 and 3 are located within Phase 11 of TBP, immediately
northwest and west of the project area. The remainder of Phase 11 of TBPconsistsof undeveloped
overgrown/ fallow agricultural fields and wooded land. With the exception of dilapidated
structures, structures are not located within areas east of the project area in Phase 11 of TBR
Saveral additional streams, wetlands and jurisdictional ponds are located within the remainder
of Phase II of TBR Impacts to these features are not anticipated. The remaining streams,
wetlands and pond locations were confirmed by PD and verified in the field by Mr. Bailey and
9

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
Ms. Homewood on May 15, 2014. A U&\CE Jurisdictional Determination, dated September 8,
2014 is included in Appendix V.
3.3 Streams
Phase II of TBP contains 9 streams. The streams have been classified as perennial and
intermittent. Stream descriptionsare included in Table 1 below.
Table 2: TBP Phase 11 Streams
Approximate Approximate
Stream Sq is located on the central portion of Phase II -TBP and is perennial throughout its
entirety. It will not be impacted by the project. Stream Sg originates at an approximate 20 foot
head -cut. Stream Sq contained flowing water and moderate substrate sorting and riffle /pool
complexes. Stream Sq discharges into Stream SC Fringe wetland pockets (WA) are located
adjacent to Stream Sq.
Stream M is located on the northeastern portion of TBP -Phase II and originates from an
approximate four foot head cut. Stream M leaves the site to the north and is presumed to be
Steam SC as it re- enters the northern - central portion of the site. Stream M did not contain
flowing water or evidence of aquatic life. Stream M contain a moderate bed and banks,
meanders and substrate sorting. Stream SBwill not be impacted by the proposed project.
10
Length of
Length of
Stream
Stream Identifier
Intermittent
Perennial
Classification
Stream (linear
Stream (linear
feet)
feet)
S4
Perennial
0
1,423
M
Intermittent
274
0
SC
Perennial
0
3,701
SCA
Intermittent
329
0
ISC
Intermittent
429
0
ISCA
Intermittent
66
0
ISD
Perennial
522
0
Total:
1,620
5,124
Stream Sq is located on the central portion of Phase II -TBP and is perennial throughout its
entirety. It will not be impacted by the project. Stream Sg originates at an approximate 20 foot
head -cut. Stream Sq contained flowing water and moderate substrate sorting and riffle /pool
complexes. Stream Sq discharges into Stream SC Fringe wetland pockets (WA) are located
adjacent to Stream Sq.
Stream M is located on the northeastern portion of TBP -Phase II and originates from an
approximate four foot head cut. Stream M leaves the site to the north and is presumed to be
Steam SC as it re- enters the northern - central portion of the site. Stream M did not contain
flowing water or evidence of aquatic life. Stream M contain a moderate bed and banks,
meanders and substrate sorting. Stream SBwill not be impacted by the proposed project.
10

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
Stream SCisa perennial stream that crosses the central portion of Phase II of TBP. The majority
of Stream SCwill not be impacted by the proposed project. Stream numbers Sq, S8, ISC, ISCA,
ISD, Tand SC are tributaries to Stream SC Stream SCis presumed to originate as Stream Mon
the northeastern portion of the site, Ieavesthe site to the north, and re- entersthe site boundary
on the northern - central portion of the site. Stream 3 hasa defined bed and banks, flowing water
with a strong riffle pool sequence, strong substrate sorting ranging from
Stream SAA isan intermittent stream located on the northern portion of the site and will not be
impacted by the proposed project. Stream SCA originates at an approximate one foot head cut.
Stream SCA has a defined bed and banks, meanders and moderate substrate sorting.
Stream ISCA is located on the western portion of Phase II of TBP. Stream ISISA isan intermittent
stream that will not be impacted by the project. The stream is relatively straight and portions
contained a defined bed and banks and hydric soils. Rowing water was not observed in this
stream.
Stream ISD is located on the western portion of Phase II of TBP and will not be impacted by the
proposed project. Stream ISD contains a weakly defined bed and banks, meanders and hydric
soils. Water was not observed in Stream ISD.
3.4 Wetlands
Descriptions of jurisdictional wetlands located on the site are included in Table 2.
Table 3: TBP Phase II Wetlands
Wetland
Approximate Acreage
ID
WA
0.065
WPA
0.027
WC
8.850
WCA
0.040
Total:
8.892
A limited portion of Wetland WCis located within the proposed project area. The remainder of
the wetlands located on the site are not proposed to be impacted. The wetlands located on the
site are classified as broad - leaved deciduous forested palustrine using the Cowardian wetland
classification system. Thewetlandsare separated from uplands by distinct breaks in topography,
vegetation and /or soil. Upland areas surrounding wetland areas have bright soils that are well
drained to depthsof twelve inchesand more below the ground surface.
11

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The portion of Wetland WCthat is proposed to be impacted contains drainage patterns, water
stained leaves, hydric soils and limited areas of saturation. Vegetation, including sweet gum,
black willow, green ash, beech, elm, silky dogwood, maple, sweet gum, cedar, American
hornbeam, honeysuckle, common green- briar, iron weed, sedges and rush species is present in
Wetland WC Wetland Determination dataformsare included in Appendix IV.
3.5 Open Waters
Descriptions of thejurisdictional ponds are shown in table below.
Table 3: TBP Phase II Open Waters
Wetland
Approximate Acreage
ID
PA
1.516
PB
2.020
Total:
3.536
Jurisdictional ponds are located north and west of the project area, within Phase II of TBR The
ponds have distinct ordinary high watermarks. Stream EENWetlands WCA discharge into Pond
PA. Pond PA discharges to Wetland WPA and eventually the Stream SC/Wetland WC complex.
The up- gradient portion of Pond PB is located on Lot 4 of Phase I of TBR Two streams and a
headwater wetland (located on Lot 4, Phase I of TBP) discharge into Pond PB. Pond PB discharges
to Stream SP and eventually the Stream (TJWetland WCcomplex on the southwestern portion
of Phase II of TBR The pondsexhibit physical hydrologic connectionsto up and down - gradient
Waters of the USand are deemed jurisdictional by t he USgCE and NCDENR DWR
3.6 Watershed Classification
An unnamed tributary to the West Fork Deep Ewer is located within the proposed project area.
Additionally, unnamed ponds and other tributaries to the West Fork Deep Ewer are located
within Phase II of TBR Phase II of TBP is located within the Randleman Lake Watershed of the
Cape Fear Ewer Basin and the West Fork Deep Ewer has been classified as W&IV* waters in the
vicinity of the site. Surface waters, shown on the most recent version of the USGSTopographic
Map and /or last published USDA mil Survey, are subject to the Randleman Lake Water Supply
Watershed: Protection and Maintenance of Existing Rparian Buffers (15A NCAC 02B .0250).
Additionally, a minimum 100 foot vegetative buffer isrequired for all new development activities
that exceed the low density option requirements as specified in Sub -Item (3)(b)(i)(A) or Sub-Item
(3)(b)(ii)(A) of 15A NCAC 02B .0100, .0200 & .0300, otherwise a minimum 30 foot vegetative
buffer for development shall be required along all perennial waters indicated on the most recent
versions of U.SG.S 1:24,000 (7.5 minute) scale topographic maps or as determined by local
government studies.
12

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
3.7 Vegetation
The project area that will be altered by the proposed project contains undeveloped, wooded land
and grass - covered fields. The grass-covered fields have been altered due to clearing/grading
associated with the construction of a pond, stormwater pond and other previous infrastructure
in TBP. The cleared /graded land, within the proposed project limits, consistsof mixed grassand
weed species that is regularly maintained by extensive mowing and herbicide applications. The
area of impact within the previously cleared /graded area includes the following species: Fescue -
Kentucky 31 (S::hedonorus arundinaceus), Meadow Fescue (S::hedonorus pratensis)
Bermudagrass (cynodon dactylon), Bahiagrass (Papsalum notatum), Crabgrass (Digitaria sp.),
Common Dandelion (Taraxacum officinale), Broomsedge (Andropogon virginicus), White Clover
(Trifolium repens), Horsenettle (S:)lanum carolinense), Horseweed (Conyza canadensis), Common
Ragweed (Ambrosia artemisiifolia), Wild Garlic (Allium canadense), common lespedeza
(Lespedeza cuneata) and wild pear (Pyrus communis).
The wooded land, located within the upland areas of impact, contains mixed hardwood species
including various oak, hickory, beech, elm, cedar and gum and maple species within the
tree /sapling stratum. Understory vegetation includes Christmas fern, Japanese honeysuckle
(Lonicera japonica), green briar (smilax rotundifolia), muscadine grape (Vitus rotundifolia),
Virginia creeper (Parthenocissus quinquefolia) and ebony spleenwort (Asplenium platyneuron).
13

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The wooded land, located within thejurisdictional areas of impact contain include the following
species:
Table 4: Vegetation
SjDecies
Stratum
Wetland Indicator
Liriodendron tulipifera
Canopy/ Understory
Tulip poplar
Tree/ Sap
FAC
Fraxinuspennsylvanica
Canopy/ Understory
Green ash
Tree / Sap
FACW
Carpi nus carol i niana
Canopy/ Understory
American Hornbeam
Tree/ Sap
FAC
Cornusamomum
Midstroy / Understory
91 ky Dogwood
Tree / Sap
FACW
Salix nigra
Midstory / Understory
BI ack Willow
Tree / Sap
OBL
Lonicerajaponica
Midstory / Understory
Japanese Honeysuckle
Vine /Herb
FAC
Vitus rotundifolia
Midstory / Understory
Muscadine grape
Vine /Herb
FAC
Toxicodendron radicans
Understory
Poison Ivy
Vi ne/ Herb
FAC
Vernonia gigantea
Understory
I ronweed
Sap/ Herb
FAC
Juncus effusus
Understory
Common Flush
Herb
FACW
Carex intumescens
Understory
Bladder Sedge
Herb
FACW
S'nilax rotundifolia
Understory
Green Briar
Vi ne/ Herb
FAC
Woodwardia aerolata
Understory
Netted Chain Fern
Herb
OBL
Boehmeria cylindrica
Understory
False Nettle
Herb
FACW
3.8 Cultural Resources
PE] reviewed the N.0 State Historic Preservation Office (SHPO) Web GIS Service map of
registered and eligible historic properties (Drawing 7) and the North Carolina Listings in the
National Register of Historic Places, dated July 20, 2010. The North Carolina list and /or the map
doesnot identify registered or eligible historic propertieswithin the proposed project area, Phase
II of TBPor vicinity of Phase II of TBR
14

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The portion of the site that will be altered by the proposed project contains undeveloped,
wooded land and previously disturbed cleared /graded land. Therefore, it isour opinion that the
proposed project will not cause impact to historic properties.
3.9 Elolocical Resourcest Endangered Species
PEI reviewed the U.S: Fish and Wildlife Service List of Federally Protected Threatened and
Endangered (jDeciesfor Guilford ODunty, dated March 25, 2015 to obtain information regarding
federally listed protected, threatened, and endangered speciesthat could be located within the
proposed project area.
The following specieswere identified on the U.S: Fish and Wildlife List:
Bald Eade (I fiW&Atji -Qk . Pj 9A41j4 A'n§+ lr f.l;lAf j ■r s'nN . Ali A0r
Golden Eagle Protection Act (BGPA). Bald Eagles were removed from the federal list of
threatened and endangered species on August 9, 2007, and are no longer protected under the
Endangered gDecies Act. However, Bald Eagles remain protected under the Bald and Golden
Eagle Protection Act and the Migratory Bird Treaty Act. The Bald and Golden Eagle Act prohibits
anyone from taking, possessing, or transporting a Bald Eagle (Haliaeetus leucocephalus) or
Golden Eagle (Aquila chrysaetos), or the parts, nests, or eggs of such birds without prior
authorization. This includes inactive nests aswell as active nests. Take means to pursue, shoot,
shoot at, poison, wound, kill, capture, trap, collect, destroy, molest, or disturb. Activities that
directly or indirectly lead to take are prohibited without a permit.
Bald eaglesgenerally nest near coastlines, rivers, large lakesor streamsthat support an adequate
food supply. They often nest in mature or old- growth trees; snags (dead trees); cliffs; rock
promontories; rarely on the ground; and with increasing frequency on human -made structures
such as power poles and communication towers. In forested areas, bald eagles often select the
tallest treeswith Iimbsstrong enough to support a nest that can weigh more than 1,000 pounds.
Nest sites typically include at least one perch with a clear view of the water where the eagles
usually forage. Shoreline trees or snags located near reservoirs provide the visibility and
accessibility needed to locate aquatic prey. Eagle nestsare constructed with Iargesticks, and may
be lined with moss, grass, plant stalks, lichens, seaweed, or sod. Nestsare usually about 4 -6 feet
in diameter and 3 feet deep, although larger nests exist.
Water bodies of significant size that could provide foraging habitat for the Bald Eagle are not
located with the proposed project area. Therefore, it isour opinion that the proposed project will
not disturb the Bald Eagle.
Small Whorled Pocpnia (12m64A sr s U ss� - Quo f AiiiiiiiJ udriliw .- }o■A 4 4 §m4 16r k A
federally listed threatened species in Guilford ODunty. It has a greenish -white stem that grows
L's ®ss■ s kf CM6LC4C1 J9 I'llcillam mv & from the five or six grayish -green leavesthat
15

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
are displayed in a single whorl around the stem. When the leaves are well developed, a single
flower or sometimes a flower pair rises from the center of the circle of leaves. The flowers are
yellowish -green with a greenish -white lip. Each flower has three sepals of equal length that
spread outward. The flowers are scentless, lack nectar, and are primarily self- pollinating. It
produces fruit which ripens in the fall. The seeds contain very little food reserves and therefore
need to fall on soil containing mycorrhizal fungi in order for the seed to germinate and seedlings
to become established. An over - wintering vegetative bud may form in IateAugust or Saptember.
Occasionally small whorled pogonia will reproduce vegetatively, without the use of seeds.
9'nall whorled pogonia can be limited by shade. The speciesseemsto require small light gaps, or
canopy breaks, and generally grows in areas with sparse to moderate ground cover. Too many
other plants in an area can be harmful to this plant. This orchid typically grows under canopies
that are relatively open or near features that create long- persisting breaks in the forest canopy
such as a road or a stream. It grows in mixed - deciduous or mixed-deciduous/ coniferous forests
that are generally in second- or third - growth successional stages. The soils in which it lives are
usually acidic, moist, and have very few nutrients.
The project area consists of grass covered fields and wooded land. The wooded land consists of
mixed hardwood species with a moderate to dense tree /sapling canopy. Canopy breaks are not
located within the wooded land. Therefore, based on our field observations, suitable habitat for
small- whorled pogonia is not present within the proposed impact area and the proposed project
will not adversely affect the small- whorled pogonia.
16

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
4.0 PFU E(7, OONSTRUCT1ON
The proposed installation of the proposed road, within the impact area, will be completed in the
following sequence:
• Survey disturbance limits and mark with high visibility fencing
• Install temporary/ permanent sediment control devices
• Construct permanent wet detention pond that will serve astemporary device
• Install temporary measure including silt fencing
• Clear and grub
• Install coffer dams/ pump around system
• Construct cofferdams
• Install pump around
• Begin placement of fill
• Install culvert
• P,-move coffer dams/ pump around system
• Pbstore stream bank to similar pre - construction conditions
• Place stabilization matting/ live stakes and seed
• Construct retaining walls
• Continue to fill to final grade
• Install roadway storm drainage and utilities
• Seed per NCDENRrequirements
• Fine grade road
• Place stone on road bed
• Install curb and gutter
• Pave road bed
• Construct shoulders
• Seed per NCDENRrequirements
• Following all disturbed areas are stabilized
• P,-move temporary erosion and sediment control devices
• Seed temporary device areas
• Convert temporary wet detention pond into permanent wet detention pond
P,-move sediment and skimmer
The sequence of construction phases has been designed to minimize areas of exposed/ bare soil.
During construction, erosion control measures will be routinely inspected and maintained as
needed to prevent erosion and capture sediments. Disturbed areas will be immediately re-
seeded to prevent erosion and sedimentation runoff into streams. Stockpiling excavated soil will
be avoided where possible. If temporary stockpiling is necessary, it will be bermed with bales of
hay and or covered to prevent excessive run -off. Erosion control inspections will be scheduled
with the Land Quality Section as necessary. A stormwater management plan will be submitted
separate from thisapplication to the NCDENRor an NCDENRapproved local municipality.
17

Proposed Phase II TBPAccess
Old Greensboro Fbad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
5.0 ALTERNATIVES TO THE PROPOSED ACTION
The applicant has completed an extensive alternatives analysis in the attempt to determine the
most plausible preferred alternative with a minimal impact to the environment. The applicant
began its alternatives analysis prior to development of Phase I of TBPin 2008. The below off and
o■14 4'rv�f 4 §m4l6f N kZJA■(t ■ssr , how alternativesto the proposed action affect
those needs, any major direct environmental consequences and discussion of practicality, from
an economically viable stand -point for each alternative.
Off -Ste No Build Alternative . i ■*nI Jj*wAr ! 1'1'sff
Under the no build /no crossing scenario for Old Greensboro Fbad, not providing the creek
crossing demandsthat all industrial park traffic required to access Phase 2 of Triad Business Park
be directed to existing W. Market Street and Bunker Hill Fbad to provide industrial grade access
for all truck and employee activity and trafficto the property. Under a no creek crossing/no build
scenario, the design would effectively require the Jirj fqWW sosA s■(t NM Co 106§ oa
f&� aLci± N Jirj fqffimrA4f . njr ;-'O o■Co sAting W. Market Street and existing Bunker Hill
Fbad, potentially crossing the railroad mainline twice, resulting in a dramatic negative impact to
the surrounding road infrastructure, compromising the safety of the vehicle occupants in the
area and increasing the overall environmental impact of the industrial park development.
Moving traffic from Old Greensboro Fbad, out to West Market Street and then to Bunker Hill
Fbad to provide accessto Phase 2 of Triad Business Park dramatically impactsthe level of service
of the surrounding intersections at Triad Business Park. The capacity analysis around the site,
completed by Davenport Transportation Consultants, found that the lack of the crossing installed
for Old Greensboro Fbad Extension resulted in the following service level declinesfor the three
main intersections surrounding Triad Business Park:
- W. Market a at Bunker Hill Fbad goes from a Level C intersection down to a Level E
(unstable flow, operating at capacity)
- W. Market a at Business Park Drive goes from a Level D intersection down to a Level E
(unstable flow, operating at capacity)
- W. Market a and Macy Grove Rampsgoesfrom a Level B intersection down to a Level C
In the No Build scenario, the majorityof sitetrafficfrom theeastern portion of the industrial park
will be required to travel through the intersection of Market Street and Bunker Hill Fbad. This
intersection is anticipated to operate at an unacceptable level of service. Less traffic on the
offsiteroadways(W. Market a, Bunker Hill Fbad, Macy Grove) resultsin improved level of service
for the affected intersections. Overall truck traffic on all of the off -site roadways will be
dramatically increased with the no build scenario of Old Greensboro Fbad.
18

Proposed Phase II TBPAccess
Old Greensboro Fbad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The frequency of accidents generally increases with the amount of miles traveled and time spent
per trip. In addition, vehicle / rail accident frequency is directly correlated with at -grade railroad
crossings. Asthe number of crossingsare increased, the number of rail related vehicle accidents
are increased. By reducing the travel time and the distance site traffic is required to go,
effectively the frequency and probability of accidents will also be reduced. By reducing
interactions between vehicles and at -grade railroad crossings, potential vehicle /rail related
accidents will go down. Under the no build scenario, vehicle crossings over two at -grade rail
crossings surrounding Triad Business Park will increase. The at -grade crossing on Triad Business
Park Drive will increase as well asthe at -grade crossing on Bunker Hill Fbad will increase.
Under the no -build scenario, truck and vehicular traffic coming from the 1-40 /Macy Grove
Interchange into the business park will beforced to crossthe Norfolk S:)uthern Mainline railroad
track at least once, if not twice, before arriving at their destination in Phase 2 of Triad Business
Park. With the Old Greensboro Fbad creek crossing in place, all traffic could reach the entirety
of the business park without crossing the railroad at all. Under the no build scenario park traffic
would potentially have to cross the railroad over the at -grade crossing on Triad Business Park
Drive aswell asover the at -grade crossing on mouth Bunker Hill Fbad. Asthe number of at -grade
railroad crossings increase, the frequency and potential of vehicular/ railroad accidents increase.
Under the no -build scenario we would be increasing that frequency and increasing the
interaction between all vehicles and the railroad tracks. Under any of the crossing scenarios we
can eliminate the need for any railroad at -grade crossing trips to access Interstate 40 from all of
Triad Business Park, Phase 1 and Phase 2.
Under the no build scenario, site traffic will travel an additional distance of approximately 1.25
milesascomparedto any of the crossing scenariofT ! L'Aesr j .�■5Pos■.�r.f.�dr6�f
Analysis, site traffic will have approximately six minutes of additional travel time incorporated
into each trip under the no build scenario as opposed to any of the crossing scenarios.
Approximately 480 PM peak hour trips would be subject to this additional travel time and
distance. Also, the safety of the surrounding intersection can be improved with better level of
service and operation installing the Old Greensboro Fbad extension acrossthe creek, asopposed
to the no -build scenario. The extension of Old Greensboro Fbad is anticipated to improve the
operation of several offsite intersections. The improved operation will enhance the safety of
these intersections. This increased travel time and travel distance increases the potential and
likelihood of traffic accidents and operator safety.
Finally, with increased travel distances, increased travel time, longer waits interfacing with at-
grade railroad crossings and poorer level of service operations at surrounding intersections,
under the no -build scenario, emissions from all traffic to and from the industrial park would
dramatically increase. These increased emissions from longer travel distances, travel times and
delays negatively impact the environment in a much greater way than any of the proposed creek
crossings. The emission impact is perpetual and difficult to quantify as traffic is expected to
increase both in the park and along the railroad. Any effort to reduce travel times, travel
19

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
distances and overall traffic delays will only work to reduce emissions and their long term
associated environmental impact.
h■IJ& b . i 'rvP . 44 Vnaf f4-k5Og
Acost analysis was performed to construct a bridge crossing to eliminate impact to streams and
wetlands (attached). According to the cost analysis, the cost of constructing the bridge crossing
isover one million dollars more than the preferred on-site alternative. Therefore, this alternative
was not further evaluated as viable and economical option for accessto Phase II of TBP.
On -Ste Alternative aossinq Location 1 (Alternative Exhibits 1A)
Exhibit 1 shows a costly approach to installing the infrastructure, only for the simple cost of the
road and associated utility lines, but also from an industrial development stand point of each
individual lot inside the industrial park. The design creates 11 potential developable industrial
lots in Phase 2 of Triad Business Park, but accessto lots 5, 6 and 7 being provided by a secondary
road crossing the creek at the optimal location pinches Lot 5 and Lot 11. This narrowing effect
on Lot 5 and Lot 11 exacerbatesthe topography on site, making the site very difficult to develop
for industrial purposes as the topography dictates that much grading, retain wall and site work
would need to occur to allow a large enough building pad areafor typical industrial development.
Exhibit 1 does preserve the integrity of the development of phase 1 of Triad Business Park and
has no detrimental impact to the first phase of the industrial park. The impactsto the creek, by
having to cross the creek with an industrial road twice significantly increases the amount of
impact tothestream and thereforealso increasesthe cost to developthe industrial park, creating
inferior lots, especially for Lot 5 and Lot 11.
h ■IJ& ! J�'rv, /'rnff4-kf ol'A%m 9 rt 11�'rv, 9sLUL-4 ! „- t'rszs'rYsr ! 'r>., s
Exhibit 2 showsa lesscostly approach to installing the infrastructure, only crossing the creek one
time, yet still providing adequate accessto a total of 11 developable industrial lots. The access
to lots 5, 6 and 7 can be designed to accommodate allocating more space to Lot 5 and to Lot 11
to provide opportunity to soften the impact of the topographical challenges on site, providing
higher ground on site to help offset some of the massgrading operationsthat will need to occur
to make Lot 5 and Lot 11 efficiently developable. Also, this plan allows the buffer protection
around Area &\ to be protected by running the infrastructure parallel with thisfeature and not
attempting to cross it. Lots8, 9, 10, and 11 all have adequate accessoff of the main road, without
additional creek impacts and all are adequately spaced and allocated for typical industrial
development. Exhibit 2 does preserve the integrity of the development of phase 1 of Triad
Business Park and has no detrimental impact to the first phase of the industrial park. Exhibit 2,
of the constructed alternatives, with a head wall on each end of the creek crossing structure
providesthe least impact to the creek and wetlands.
20

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
On -Ste Alternative aossinq Location 3 (Alternative Exhibits 3A)
Exhibit 3 shows less costly approach to installing the infrastructure, only crossing the creek one
time, yet exhibit 3, as shown, severely impacts the development and access of 11 developable
industrial lots. Essentially, Lot 3 isdivided in half to allow the new road to passthrough it for the
creek crossing. Lot 3 is a graded, shovel ready pad site, where more than $1,500,000 has been
invested installing storm water collection and retention on site, earthwork to accommodate a
350,000,T building, utilitywork installed to thefuture building pad and all other accommodates
to create a pad ready site. This $1,500,000 investment into Lot 3 would have to be abandoned
to accommodate the infrastructure extension as shown in Exhibit 3. In addition, dividing Lot 3
into two smaller lots, not only requires the abandonment of the $1,500,000 invested in the site
to date, but also creates two smaller, less developable lots, new Lot 3 and new Lot 11 as shown
on theexhibit. Both new Lot 3and Lot 11 are damaged from adevelopment capability standpoint
as the road pinches the available acreage for development. Also, this infrastructure design, as
shown in Exhibit 3createsan odd shape for Lot 5. Thistriangular shape diminishes land utilization
rates as most industrial buildings are rectangular in shape. Placing a rectangular building on a
triangular shaped lot requires more acreage to serve the same building size, as compared to
rectangular shaped lots accommodating rectangular shaped buildings.
Based on the infrastructure design as shown in Exhibit 3, Lot 3, Lot 5 and Lot 11 are severely
negatively impacted by the proposed road route and design. Al three of these damaged lots are
either extremely inefficient from a land utilization standpoint or they are oddly shaped, not
conducive to industrial development. The average price for an industrial lot in Triad Business
Park to date has been approximately $800,000. The reduction or loss of one developable lot for
the plan as shown on Exhibit 3 is potential $800,000 lossto the development potential of phase
2 of Triad Business Park. With Lot 3, Lot 5 and Lot 11 all in question due to this plan, plus the
addition of the abandonment of the existing investment in Lot 3, the infrastructure design as
shown in Exhibit 3 would create the potential loss of more than $2,000,000 in addition to the
cost of the infrastructure that would be needed to be installed in accordance with the plan as
shown. Exhibit 3 is an extremely costly approach to providing infrastructure to Phase 2 of Triad
Business Park.
21

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
Construction of the proposed project will require impacts to a perennial stream, wetlands and
vegetative buffers. The unavoidable impacts tojurisdictional featuresare included in Tables4, 5
and 6.
Table 5: Proposed Stream Impacts
Stream Classification Permanent Impact (LF) Temporary Impact (LF)
WC Perennial 190 45
Total M itigable Impacts 190 0
Table 6: Proposed Wetland Impacts
Stream 'fication Permanent Impact (Ac) Temporary Impact (Ac)
i
Bottomland
WC Hardwood 0.59 0.06
Forest
Total M itigable Impacts: 0.59 0
Table 7: Proposed Buffer Impacts
Stream Classification Zone 1 (SF) Zone 2(SF)
A M
SC Randleman 18,296 10,455
Total M itigable Impacts: 18,296 10,455
Unavoidable impacts to surface water riparian buffers are being requested to be impacted in a
letter of No Practical Alternatives submitted to the City of Kernersville simultaneously with this
application.
22

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
7.0 AVOI DANCE AND MINIMIZAl10N
During design of the proposed project, the applicant evaluated three proposed interior crossing
locations. Impactsto streams, wetlands and buffersfrom the evaluated crossing alternativesare
shown below:
The preferred alternative was determined to be the least practical damaging alternative to the
s■64n s■00 LL6 f U ssC6+N P jA■(c .4'rpose and need. The preferred alternative has
far less negative impact to wetlands and riparian buffers than other considered alternatives.
Likewise, the preferred alternative has significantly less impact to streamsthan alternativesEXH-
1A and EXH -2A (w /o retaining walls). Alternative EXH -3A impacts 16 linear feet less than the
preferred alternative; however, impacts 0.26 more acres of wetlands and impacts 2,613 square
feet of cumulative Zone 1 and 2 buffer impacts.
Additionally, the applicant has incorporated the use of retaining walls at significantly increased
construction costs in effortsto further minimize the impact to the environment and j urisdictional
features. Approximate 12 feet tall retaining wallsthat will act as head /end wallsare proposed to
be constructed up and down - gradient of the proposed crossing location. The retaining wall on
the up- gradient end of the crossing is approximately 65 feet long and the retaining wall on the
down - gradient end of the crossing is approximately 85 feet long. The use of the retaining walls
hasfurther reduced the amount of impact of the preferred alternative by 88 linear feet of stream
channel and 0.09 acres of wetlands.
Theapplicant hasconceptualized locationsof proposed lotsand shown designsfor infrastructure,
including roads and utilities to the lots without additional impact to jurisdictional features.
Proposed lot boundaries have been designed based on locations of jurisdictional features;
whereas, jurisdictional features serve as lot boundaries and /or are located in proximity to lot
boundariesto the maximum extent possible in effortsto reduce the potential for future impacts
to jurisdictional features associated with individual lot construction and full build out of Phase II
of TBP.
23
Table 8: Interior Crossing Impact Analysis
Alternative
Permanent Impacts
Estimated Cost of
Stream
Wetlands
Mparian Buffer (SF)
Crossing
Construction ($)
Designation
(L9
(Ac)
Zone 1
1 Zone 2
EKH -1 A
555
0.69 44,432
22,652
3,181, 894.44
* EKH -2A
190
0.59 18,296
10,455
2,718,074.85
EKH -2A
278
0.68 19,856
9,960
2,669,400.21
EKH -3A
174
0.85 19,602
11,762
2,770,746.71
* Preferred Alternative Using Fbtaining Walls
The preferred alternative was determined to be the least practical damaging alternative to the
s■64n s■00 LL6 f U ssC6+N P jA■(c .4'rpose and need. The preferred alternative has
far less negative impact to wetlands and riparian buffers than other considered alternatives.
Likewise, the preferred alternative has significantly less impact to streamsthan alternativesEXH-
1A and EXH -2A (w /o retaining walls). Alternative EXH -3A impacts 16 linear feet less than the
preferred alternative; however, impacts 0.26 more acres of wetlands and impacts 2,613 square
feet of cumulative Zone 1 and 2 buffer impacts.
Additionally, the applicant has incorporated the use of retaining walls at significantly increased
construction costs in effortsto further minimize the impact to the environment and j urisdictional
features. Approximate 12 feet tall retaining wallsthat will act as head /end wallsare proposed to
be constructed up and down - gradient of the proposed crossing location. The retaining wall on
the up- gradient end of the crossing is approximately 65 feet long and the retaining wall on the
down - gradient end of the crossing is approximately 85 feet long. The use of the retaining walls
hasfurther reduced the amount of impact of the preferred alternative by 88 linear feet of stream
channel and 0.09 acres of wetlands.
Theapplicant hasconceptualized locationsof proposed lotsand shown designsfor infrastructure,
including roads and utilities to the lots without additional impact to jurisdictional features.
Proposed lot boundaries have been designed based on locations of jurisdictional features;
whereas, jurisdictional features serve as lot boundaries and /or are located in proximity to lot
boundariesto the maximum extent possible in effortsto reduce the potential for future impacts
to jurisdictional features associated with individual lot construction and full build out of Phase II
of TBP.
23

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The sequence of construction phases has been designed to minimize areas of exposed/ bare soil.
During construction, erosion control measures will be routinely inspected and maintained as
needed to prevent erosion and capture sediments. Disturbed areas will be immediately re-
seeded to prevent erosion and sedimentation runoff into streams. Stockpiling excavated soil will
be avoided where possible. If temporary stock- piling is necessary, it will be bermed with balesof
hay and or covered to prevent excessive run -off. Erosion control inspections will be scheduled
with the Land Quality Section as necessary. A stormwater management plan will be submitted
separate from thisapplication to the NCDENRor an NCDENRapproved local municipality.
There are approximately 5,124 linear feet of perennial stream channel, 1,620 linear feet of
intermittent steam channel, 8.892 acresof wetlandsand 3.356 acresof jurisdictional open waters
(ponds) located with Phase II of TBR Impacts to 4,934 linear feet of perennial stream channel,
1,620 linear feet of intermittent stream channel, 8.33 acres of wetlands and 3.356 acres of
jurisdictional open waters (ponds) has been avoided. The project as proposed allows for the
future development of Phase II of TBPto occur in upland areaswith no impact to jurisdictional
features and /or the environment. Additional impactstojurisdictional featuresbeyondthosethat
are proposed in this project are not anticipated.
24

Proposed Phase II TBPAccess
Old Greensboro Finad Extension
KErnersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
The applicant has shown an attempt to avoid and minimize where possible and will compensate
to the extent practicable, for remaining unavoidable losseswith mitigation. The proposed project
will impact 190 linear feet of mitigable stream channel, 0.59 acres of mitigable wetland impacts,
18,296 square feet of Zone 1 buffer and 10,455 square feet of Zone 2 buffer. The application
proposed the following mitigation for the unavoidable impact to mitigable features below:
The applicant proposes to compensate for impacts for the construction of the proposed project
by offering payment into the NCDENRDivision of Mitigation Sarvices (NCDNERDMS) and /or
private mitigation banks. Private mitigation banks, in the watershed of the proposed project, do
not have credits available at this time. According to an April 23, 2015 letter issued by the
NCDENR DM$ the required mitigation credits are available. A copy of the letter is included in
Appendix MI. At the ratios proposed, the applicant will receive credits, which will meet and /or
exceed mitigation payment requirements.
25
Table 9: Proposed Mitigation and Required Credits
Impact Feature
Impact Amount
Proposed M itigation
Required Credits
Ratio
Streams
190 LF
2:1
380 LF
Wetlands
0.59 Ac
2:1
1.18 Ac
Zone 1 Buffer
18,296 SF
3:1
54,888 SF
Zone 2 Buffer
10,455 SF
1.5:1
15,683 SF
The applicant proposes to compensate for impacts for the construction of the proposed project
by offering payment into the NCDENRDivision of Mitigation Sarvices (NCDNERDMS) and /or
private mitigation banks. Private mitigation banks, in the watershed of the proposed project, do
not have credits available at this time. According to an April 23, 2015 letter issued by the
NCDENR DM$ the required mitigation credits are available. A copy of the letter is included in
Appendix MI. At the ratios proposed, the applicant will receive credits, which will meet and /or
exceed mitigation payment requirements.
25

Proposed Phase II TBP Access
(Ad Greensboro Fbad Extension
Kernersiille, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
U9GSTopographicMap, Kernersvi Ile North Carolina Quadrangle dated 1969 revised 1994.
North Carolina Geological Survey Geologic Map of North Carolina dated 1985.
Guilford County Hydric Soils List, provided by the USDA Natural Resources Conservation Sarvice
http: / /soi Is. usda.aov/ use/ hvdric/
U.S Department of Agriculture, Natural Fesources Conservation Sarvice Web Soil Survey of
Guilford County, http : / /websoilsurvev.nres.usda.gov /app /HomePage.htm
U.S Department of Agriculture, Natural Resources Conservation Sarvice Soil Survey, Published
1977, Sheet No. 19
Federal Emergency Management Act Flood Insurance Fate Map Numbers 3710689600K
3710689500K 3710780600 and 3710780500J
U.S Fish and Wildlife Sarvice National Wetland Inventory Maps
htt p: / /www.fws.aov /wetlands/ Data/ M apper.htmI
North Carolina State Historic Preservation Office, Listings in the National Register of Historic
Places httiD-//www.hiDo.ncdcr.aov/NPPDFs.htmI
North Carolina State Historic Preservation Office, Web GIS9ervice
htt P -/ / ai s. ncdcr.aov/ hpoweb/
U.S Fish and Wildlife, List of Threatened and Endangered Species in Guilford County, Dated
March 25, 2015
http: / /www.fws.aov/ raleiah /species/cntvlist /auilford.html
26

Proposed Phase II TBP Access
(Ad Greensboro Fbad Extension
Kernersville, Guilford County, North Carolina
PD Project No. 1010
July 21, 2015
Appendix 1
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Appendix VI - Previous Permit Approvals
AppendixVll C! jg�raAl &! ■44 { j JZ4j§mCwOiAirjjAtem
Appendix VIII Cb /59bw[5a { [§(�,'WPlr ! j
27

DRAWINGS

NW
TBP Boundary , ;■
TBP Phase I /II Boundary P`
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Old Greensboro Fbad Extension
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PD No. 1010
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Kernersville, North Carolina
Dated 1969, ( Fbvi {sed 1994 PD No. 1010 +

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Pa No. 1010
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Guilford County, Published 1977 Triad Business Park
Sheet Number 19 Kernersville, North Carolina
t t wh ola I (;P { / ! [ � j,6K:
PE] No. 1010
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t
LEGBVD�
Ste Boundary
NWI Designations
Freshwater Emergent a ~
Freshwater ForestedlShrub
_ Estuarine and Marine ❑eepwater ■
�l E sluanne and Marine
_ Freshwater Pond
_ Lake
_ Rrvenna � '
_ Other
E
Drawing 4 N NWI Map
USFWSNWI Triad Business Park
Wetlands Mapper Kernersville, North Carolina
NOT TO SCALE PD No. 1010

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Drawing 5
FBVIA RRM Panel
Numbers 3710689600K,
3710689500K, 3710780600 &
3710780500J
F NOT TO 934E
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Triad Business Park
Kernersville, North Carolina
PB No. 1010
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LEGEND
Approximate Site Boundary
SPa —lAL FLt7OQ HAZARD AREAS (SfHW SUBIEL7 TO
[NLINQATMN eY THE I% ANNUAL CHANCE FLOOD EVENT
� CQASTAL BARRIER ffE5DI1RCE5 SYSTEM (�R.S) AREAS
The I y ail.,, c1 0' Mom I vv-ye r Nmd> 01% kfmmm M "A past T%3m, Is the 11OW "
[—A 3% thanor d 6enp equdd Or er ated In a q— V-r 11r 9ctls�aI Fled! H—
An4a w Ihn am
wg1lQ N IYAIXIPItl bS' Elie 19r. annual tllan[e mood A�3 d $+[[hr FiOdiS
� OTHERWISE PROI�CTEQ AREAS {QPAS]
I-4Pb irKlWe .zbn- A. AE. AH. A0. AR, A9% Y. ana VE the Base Flpai Ekyahw a the
UPS areas nd r1PAs arttl 10 kevFM wdn,n w adlacenl M 50E W Fbm K4 A-5,
male wrR¢ dewum of [he I%annual d.ar tlklptl.
ZON E R
NO Rwe Flood El6vnw d[et { i,m
- _ —1 merf nnmld..1 W —m
ZONE AF
EASE FWad EFeMldm &tEpaWle �.
Als, Annaµ Cn v r-ram EwI.
ZONE AN
HOW dedlhl df 1 m 3 r� IVOAIN and N t✓ doj9 : 13. Flood Ekv MY
� lY+miupy
nexnnm�d•
one 0 ru�n3n.r
ZONk AQ
Flbod depths of ] m 3 lh Rt -u Orly sqa t NOM m sTaPlny mr61n}. ar ape
..................... c y Apy
,TeMh delcminetl. For mim ut Allu, al Ain Fuld". vSbCi S ahc
13-6 ry nnO.N Spend Fm1 Neunf area A— aM inrda.y
—np `+vim -ol F\xd Nxeid MabA
R7RL AR
5r ut ww NnMld bra tdnl/361. pN.Lited Frn[n me I% 0v 1 cimm
F?--,. •4M daslhcaknd e�[�r
Apep PP a ITOW [m1-101 *YI'N N 11 Wai AbRiq. DWI% F'�r' iMe AEi
•....`- X13 �^-^+� Brie MAY EIwL I. ��d ra w. NnaVOn n red•
mnloies mar dw roues Tum —=b system b m g re00,w m PF-da
Fn[IEeCmn RlyrF [[.e 176 waj F1YI h Q tw. FbEd.
IELID171 N ' fW A wIW whw wh+r %0� reAnn — —t- .n
iCNE A•99
Iv pe P39E�dad Ilmil !s6 annum Aimlo IW1 py a "O-1 FOpl3
ker
. p�s.m..q mMe Nulh Oanerlran 1F3brai pupim d 1986
Lti11E VF
prulatfOV sYY A•em ender mnml.cum; - Ease FNud Elnutlp.3s &t-1
v
COasW FbO k a Ath vSUMV m M (w9Ve lE ); hose-' FIOOa E. dudes
((��
dmnlllner
FLOODWAY AREAS IN ZONE AE
r�
�l Q nan•eo I��
The nwdNay
n [I1e d.amel wa suunin IYus am ad}eeene RpoarYalF arxar. allot must be Ilepl
6�'Nrfear :[artlgem �dam[cd W ft NMI, Aaveyn D4- d
`. k9M {NAD O1
rmiff t md,IIWMI 9d thal the 1% prmwl C PDM Fpul ah t.! dlil� WIUl t s�=.431
de7p... Dyp� umws� iynwye W—;R qM 6pci ene 17
+11pw15e' F• EOM "K
OTHER F-WD AREAS
SSMrWL pm %AV NmA C— ;lace F,.r eao.tlepte 3vv
I AAT M1 FEET f lP,00iNF RM. are Pyre NAP 83 FAW
W5510% Aratll Cwdaq 5yr..A• nw7r met [Fti mmr nr0mel.pl
LONE M'
kF OF 0:G: anwal LMnte Fkilk'' dk bF ant Mndal thin[! Fkidd wlrh
ode ae �1np166 Or 41-A man I IAdI W with NMMW 01H 5 lff men 1 VWNIe
Ns[Arrn�ln...... <2n..r....l
NabpW Qe� wnq tr�cn m.m iio• nr.e allnmalp. rea
1,*, and ai eas wot os d W I-- Arm 15l mRud dunce Food
&M5510
(� IEL�IIavx. 76m�aa¢ri
ETHER AREAS
hifS59 GE5 !-S:m 1Nnlol Cerarp WITS w Ca.todo- Esm[snm
Ei1r153 }pa NCFFta HerA ula'AS Im. n.O.G nnnttWkn .�
MISX
Amu Eel—rn was WMs 11n d-'A.e L68 man2libffpen•
�1
ZONE O
N-' .i nnari Few l..r nr nnsa —W p 1 "weft
■ ml.S w Ax
�L
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Drawing 5
FBVIA RRM Panel
Numbers 3710689600K,
3710689500K, 3710780600 &
3710780500J
F NOT TO 934E
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Triad Business Park
Kernersville, North Carolina
PB No. 1010
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` p FLAG NUM BI3F;S INFO
Perennial Stream WETLAND FLAGS= 1 ////////I
Wetlands STREAM/ POND FLAGS= I ////////I
SA 1 -57 I Bag Number Stream Flags= 67
Pond Rags= 0
DP -1 ■ Data Point Location Wetland Rags= 130
Total Rags= 197
W131 -10 -
SaL 1-57
" -Ft
WAA 1 -92 +
+ - _ DP -2 ■ ,
Surveyor
Locate Pond
DP- z _
5
WA 1 -28
4-
SAA 1 -11
L
WAA 1 -92
S41-57 THE LOCAII ONS OF UR SDI cn ONAL FEATURES S-IOWN ON THIS MAP AFE APWOXI MATE THEY HAVE .
BEEN VERIFIED BY M R DAVID BAILEY WITH THE USACEAND MS SUE HOM EWOOD WITH THE NCDE P,
�r
+ -, .• _ DWRON MAY 15, 2014. THEY HAVE NOT BEEN SJRZV=.
Ike
Drawing 6 Project Area Delineation Map
N
2010 Aerial Photograph Triad Business Park
;..�- Guilford County GIS Old Greensboro Fbad Extension
Kerners011e, North Carolina .
4
i o6 PD No. 1010 "

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7
Drawing 7
N.0 SHPO HPO GISWebsite
Not to male
—A*-4m•
Wr
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L
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me
J
1. b6 j a „
_ r i T k
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N.O SHPO HPO GISMap
N
Triad Business Park
Old Greensboro Fbad Extension
Kernersville North Carolina
,
PD No. 1010

STREAM/ WETLAND IM PACT DCHI BITS

E
Af�s=
e
A
1
'mil
E
MOf C k�v Nwwsl
Ciew�eax xo ]r,n!
faabi+60�0 p
xwf�pupmn
xC Mtldfs�l�g'�9
x¢bp�.a
5AMET
frwwKtnox
r.u. x.� xosa
ur..vwm..f
nax
r
�.iai saarw
e � �
d
d
o
A
OVERALL
"HlBiT 1A
EXFF9a

1
GRAPNIC SCALE
40 tl w
IN FEET
I irzh = 40 Ft-
I -
�iEMPl7RARY STREAM'
�AlPr{CT - za Li
C-
COFF E� f
min ini am vrruw rur
STREAM 5L FFER iMPACTS
ZONE I = 31-B&4 5F
ICNE 2 = I4315 5F
TEMP. STREAM IMPACTS ?m LF
PERM. STREAM IMPACTS - 397 LF
TEMP. UJETLAND IMfmACTS = 0903 AC.
FESe't UETLAND IMPACTS = CAP81 AC-
Triad Business Park
Old Greensboro Road Extension
KernersviHe, NC
hyl:11W.1►ll11
(EXH1)

920 0+00 1 +00 z +aa
STREAM CROSSING
GFRAPHIC SCALE
IN FEET
I inch = 40 Q.
VICINITY MAP
I1
SCALE 11 = 209%V
CONSTRUCTION IN EXISTING STREAM
I. KEEP CLEARING AND EXCAVATION OF STREAM SAWS AND BED TO A MINIMUM.
Z INSTALL PUMP IND LINE TO PUMP FLOW FROM AREA UPSTREAM OF
CONSTRUCTION REA TO AREA DOWNSTREAM OF CONSTRUCTION AREA.
BEQN,f LIMPI G AND CONTINUE PUMPING WHILE WORKING WITHIN
STREA
A I V ALL LYE NYLEE7E FW1C Z &,fi PIPE Ilp 117TN FABfiic NO SAMO19AGS.
4. INSTALL DOWNSTREAM COFFER DAM TO PREVENT BACK FLOW INTO CONSTRUCTION AREA.
& INSTALL TEMPORARY SILT FENCE AND SILT FENCE STONE OUTLETS ALONG TOP OF
BALI( ON EACH SIDE OF THE OCRONSTRUCTION AREA PER PLANS.
A� �BETDEWEFN E FERADAMS USSIr SAG BASIN OR SI LA BAG, EWA IER CONSTRUCTION
T. INSTALL PIPE PER PLANS AND CONSTRUCT ENERGY DISSIPATOR:
s. UPON COMPLETION OF CONSTRUCTION, REMOVE COFFER DAMS,
9. CONSTRUCT RETAILING WALLS AND FILL FOR DRIVEWAY,
.oFe55Ia'��=
:a SEAL ps
15849 _
JUNE 10, 2015
Triad Business Park
Old Greensboro Road Extension
Kemersville, NC
STREAM AND
WETLAND IMPACT
SS -2 (EXH1)

ls• o• ENERCr ws�PA
I COFFER
.. -.. - �-
rP LF
err
� g
r rI
Jl
sp
r
+
1 '
ZONE
Z I V E1'
I � {
PERMANENT STREAM
IMPACT = 155 LF
TEIPORARY STREAM
IMPACT - 24 LF
r `ti
. r rYle
IHY,
r r SEE SHEET DET -1
.. -.: - FOR STREAM 13AW
AWORATiON
CLASS 10, ONE
r W/B "t •P0LW THYi.E4&
r ,• FABRIC OR FACE
r 1
GRAPI4 C 5CALE
b p 4® 40 so Y.F
I
IN FEET
I Inch = 40 fi
+ / /1//IIIH/Irlr r,
a TEAL F:
158D9
JUNE 10, 2015
p Mli
VICINITY MAP A 1
9GALE 1" = 4Omm'
�3.
STREAM 80=FEIR IMPACTS
ZONE i 13,0&a SF
ZONE 2 = 8.211 5F
TEMP-. STREAM IMPACTS 24 LF
PERM, STREAM IMPACTS 15,& LF
WETLAND IMPACTS - 0.0 AC,
Triad Business Park
Old Greensboro Road Extension
Kemersvilie, NC
•r
"-
STREAM AND
-
WETLAND IMPACT
SS -3 (EXH1)

920 0+00 1 +00 2 +00
STREAM CROSSING
GRAF4C SCALE
40 41 le so wm
i
IN FEET
I inch = 40 ft
'�[H CARD ••'`•
r4 _
a SEAL F:
15849 _
S, U4�-
f;, LAN�. �;;..�'
JUNE 10, 2015
Old Greensboro Road Extension
Kemersvilie, NC
STREAM AND
WETLAND IMPACT
SS -4 (EXH1)

1 9
9 1 5.
OVERALL
E-XHIMT2A
EM2A
E
SAMWF
L
P�'NGw Nay
Y
ce
Ice
uj
z iml
lcK
OVERALL
E-XHIMT2A
EM2A

/ W . , .. • yam' .
�M1 _
CL 4, 5TppAF- a • - y I , �.
F1881C• M FACE - • `/'
PERMANENT STREAM
`1. ``, ,` ++ `•. IMPACT = 190 LF y+
SEE-5rf,�ET LIET-1
x FOR STI�1 BAM
• ' • . -� RESTORATION
v�
f _ "k r, ........
t�ftn bayl• 1 I J o°'
- { `;.. 1 / TEMPORARY STREAM
: rPf .' IMPACT = 45 LF
ra 1�•8a [
INV p1JT "8 8A5�. ~� r
, l l`,■ 5 1 •'� �, 'k •` -"x
SEAL
'1 F•`
y
t ! r r t . ■ a ', ■` _ 15849
ti2r� f r I t 1 a ■ ■ •1 L • � :•
IN FEET JUNE 10, 2015
1 Inch = 40 n.
01-14
VECINITY MAP /1
SCALE 1" = 2009'
STREAM 5LS1-;R IT"IPACTS
WNE I IS20E& 5F
ZCNE 2 = 10.455 5F
TEMF. STREAM IMPACT& = 45 LF
PERM. STREAM ITTPACTS = 1W LF
TEMP. U ETLAND IMPACTS e Z6 AC.
PEfid't WETLAND IMPACTS 059 AC.
Triad Business Park
Old Greensboro Road Extension
Kernersville, NC
STREAM AND
WETLAND IMPACTS
W/RETAINING WALL
SS -1 (EXH2)

920
r i ri
1 +00
NUMA
ldh
North
.. ti4 . :s -- . ..{ -- -- - . f --- - - -:=j : E - j - E - -- 3' LKEEP CLEARING AND EXCAVATWN OF STREAM BAN95 AND BED TO A A}IF MUhf.
2. INSTALL f/�PUMP AND UtE TO MW FLOW FROW AREA UPSTREAM OF
CONS TO ING WHI E WOCONSTRUCTION KIN MNN AREA.
`f AND CONTINUE
iP.OE.?'IY,.E7�f�: :.� 5TH f�ar5.
.... —. -- - — j rNSr UPSTREAM COFFER ❑ CONSTRUCr Ms CLASS B. OW
.. tt qq
+:, �:... _ ... .; _ i. AND�POLYFTHYLEN£ FABRIC. COVER PIPE INLETWITHWF C AND 5�NTQ BAGS.
.-; y: •-�Cj,': =: :::::..: .:::.::�::::; -::::� ::::.: _-. ==. 4.rNSTALL DOWNSTREAM COFFER OAAI TO PREVENT BACX FLOW INTO CONSTRUCTION AREA.
-.� ................... i
�: S. INSTALL TEMPORARY SILT FENCE AND 51 T FENCE STONE OUTLETS ALONG TOP OF
BANK ON EACH SIDE OF THE CONSTRUCTION AREA PER PLANS.
--- ... .. .. .. ... ... . .. .... ..
1. 6 IHSTALI REiYATERfNC BASIN OR SILT BAG aT TOF OF BAhUC. DEN 'IV? CONST)W ION
-_ -_ _ ��i .. - -...- _ _ . -.. -. {! AREA BETWEEN COFFER DAMS USING THE BASIN OR SILT BAG.
kff ET
- _:-:: - - 7, INSTALL PIPE PER PLANS AND CpNSTRlIC7 ENERGY Qi551PA TOR.
l-I - :. r:rr : -:-
IL UFUN COMPLETION OF C ❑NSTRUCTUK REMOVE COFFER DAMS.
R Tfa►,1 t�ISS`'F X14 RETAINNG WA LLS AN FI LL FOR DRIVEWAY.
yy�� ��// !ypR
Triad Business Park
STREAM CROSSING
GRAPI41C 5GALE
b 0 IV .10 w WC
IN FEET
I rrch . 40 ft
,,,,,,rirb,,,,
cARo , �% •.
.oFessro'.
.4 SEAL ps _
15809 _
JUNE 10, 2015
Old Greensboro Road Extension
Kernersville, NG
STREAM AND
WETLAND IMPACTS
W/RETAINING WALL
SS -2 (EXH2)

hAM
35'x70' EI+�EkCY pf35fPATRRL
-y
� r F
f �Rs:RPI i 6G: AFL E ff
b O IO � M 1io
IN FEET
I inch * 40 ft
r
— rESi2t1R�$Y STREAM-
_ r PACT - Zt!-ly1�
lk- 839.05
�µ,ulHller
��. ss''�;'�rFs�
QF �
A SEAL F -
1589 =
,'ll 1111 llf�ll••�
JUNE 10, 2015
VICINITY MAP
Or—+]LE I" = 2000'
STREAM BUFFER IMPACTS
ICNE I = 19$56 EF
ZONE 2 = ca zvoo SF
TEMP. STREAM IMPACTS - 22 LP
PERM. STREAM IMPACTS - 218 LF
TEMP_ IUETLA.ND IMPACT2 = OP6 AC.
YOER`1. WETLAND IMPACTS = 0.68 AG.
Triad Business Park
Old Greensboro Road Extension
Kernersville. NC
STREAM AND
WETLAND IMPACTS
W/O RETAINING WALL
SS -3 (EXH2)

920 0+00 1+00 2 +00
rr In
VICINITY MAP I1
::.:....... ... - �....- - °.... CONSTRUCTION IN EXISTING STREAM SCALE = s
I. KEEP CREAKING AND EXCAVATION OF STREAM BANKS AND 9E[7 T8 A MINI MUM,
-- - - - �::: .- : --- - - : -- :: 'l :..::.JI �•..::�:::.::�: .. 4/:Z'
B. INSTALL PUMP AND LI� Ww FARC�A} �pS REAM OF- -. -- -- - --- - -- - -- - -- - -- - -- - - - - - - - REA ON 7 i1C . -- :- i:-- =:__: - -.-_ -: - -__ - -$: 12'.' w. C°GNSN �INL'AREACTO A ign>rnls WHILE WORKING WITTfffN AREA.
: -j : :.: : _ �:- -:: -:: : :::: f BE r ANp ONiIN1J IAIP 5T M IMITS
REA !
L:
i IANDaPOLYiETH7YRLE FAC COVER PIPE +�NLETAIY1THwFACA�kDB5 SAGS.
4., --
4. INSTALL DOWNSTREAM COFFER DAM TO PREVENT BACK FLOW INTO CDNSTRUC77ON AREA.
STREAM CROSSING
GRAFIHIC 5CAUE
av 6 W 40 as IrG
HFRET
1 Irch . i® iL
& INSTALL TEMPORARY SILT�ENCE AND SILT FENCE STONE OUTLETS ALONG TOP OF
BANK ON EACH SIDE OF CONSTRUCTION AREA PER PLANS,
S. IN ALL OEWAT£RINC BASIN OI SLi 8AG AT TOP OF 8ANK. OEWATER CONSTRUCTION
AR B£TWt EN COFFER AAAfS lLSr G THE RASIN pR SILT BAC.
7.INSYALL PIPE PER PLANS AND CONSTRUCT ENERGY INS5IPATOK
& UPON COMPLETION OF CONSTRUCTION. REMOVE COFFER DAMS,
TOR R CMTRUCT RETAII#'NG WALLS AND FILL FOR DRIVEWAY.
Triad Business Park
Old Greensboro Road Extension
b'
Kemers'vifie, NC
STREAM AND
- SE AL F= -
WETLAND IMPACTS
95809 _
�
L G 7 p E Fi:
BUD RETAINING NA LL
.'••�
;
JUNE 10, 2015
SS-4 (EXH2)

-4
E
WMtl�bsivftgl
MA7
SAMWF
IrwwKtnox
naN
L
P�'NGw Nay
Ice
9L
10
Z uj
V)
GC
A
OVERALL
EXHIBIT SA
EXHaA

-�� ■, ,'fit TFAIPORJRY STREAM
t tWACT,- 26 LF f
PERMANENT STREAM ,L•- ?r.. ��-- - / _
IMPACT = r74 LF st ,s,� °— ■ / GtlFFEF��y.AM
�'' ~-�•- t w-i.. CLASSlf3' STONE .
W!8' L POLYETHYLENE
.. FgBRIC ON FACE
. 't•�';n' ' tt r ~ �` '!t. ■tit i�N �° INl'. +N�93.75--- • . -
\01 of
y
� , ,t Y �•
`. /� Q83+2�, ■ \• - +, t � �� R57ONZA IYNV
•t ■
36'X70�E • i16SIF%TOR it t:.t ■,. ``� . .. , *+ . - _ - .
aRAPN- "56AL;~
m a is m w rs
i
IN FAT
! mch . 40 F�.
F� 1111
VICINITY MAP North
9GALE I» = 2000'
l
1
STREAM 5tFFER2 IMPACTS
Z0NE 1 15002 3F
ZCNE 2 = 11,162 3P
TEMP. STREAM IMPACT = 26 LF
PERM. STREAM IMPACT = 114 LF
TEMP. WETLAND IMPACT = 0.06 AC.
FERMI WETLAND IMPACT = 0,65 AC_
Triad Business Park
Old Greensboro Road Extension
r�F SARa�I,� Kernersvilie, PVC
ra SEAL P
PERMANENT STREAM
,�g�g - AND WETLAND IMPACT
•����LRN H 4 s,
JUNE 10, 2015
SS -1 (EXH3)

910 0 +00 +00 2+00
--
VI'CINIT'r MAP „
SCAI_r= P = 2IM'
CONSTRUCTION IN EXISTING STREAM
ii I. KEEP CLEARING AND EXCA VA TION OF STREAM BANKS pAND BED TO A M NMUM{ UPSTREAM OF
i TRpUCTpIIONIVOAREA CONTINUE P MPISNG WM E CQ ST UCrTf;UNN AREA.
STREAM LIMITS.
I INSTALL UPSTREAM COFFER DAM. CONSTRUCT DAMS #1TH CLASS B STONE
AND POLYETHYLENE FABRIC. COVER PIPE INLET WITH FABRIC AND SAND BAGS.
STREAM GROSSING
GRAPHIC 5GALE
IN FEET
I inch = 40 k
4. INSTALL DOWNSTREAM COFFER DAV TO PREVENT BACK FLOW INTO CONSTRUCTION AREA.
I ASNK LEI FCN SIDE TCCpNS7TION AREA EPLANETS ALONG IQP OF
S.I{JSTALL OEWATERINO BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRUCTION
AREA BETWEEN COFFER GAMS USING THE BASIN OR SILT BAG.
T.INSTALL PIPE PER PLANS AND CONSTRUCT ENERGY DISSUPATOR.
R UPON COMOLETION OF CONS TRUCTION,REMOVE COFFER DAMS.
4. CONSTRUCT RETAWNG WALLS AND FILL FOR DRIVEWAY.
o� 5sI0'%
ra SEAT. ps
LA kA�
158D9 _
JUNE 10, 2015
Triad Business Park
Old Greensboro Road Extension
Kernersville, NC
PERMANENT STREAM
AND WETLAND IMPACT
SS -2 (EXH3)

NARRAL pain
LweerVQW ""rT'asy
am DET, t
wa eR.erlo ,
W PiA =m ftmeR I■uLL
AREA I EL T••• In ow
+1m� : E dim
1,AN Paul, ;IJM erAK8 Paul, Soak.
r
N4rtrAL . _
ry4VATE AE }dt310M
re aaA%m MY . UWAct
L03 QK TE WAL mom
Y C 1WTNtAL PEER KArrM!MALL
bfrE. PRO GMAPHEL YO . ,,ER
Cm -TMND d• emwft S AIQA7R
j PI■ n Gaalret-
2%.P W Uh3w 6VIOM
Hd1E
L M WAKE W GSW EE J W4 . e 104 O ALLY. TIE }IEZ'R Le t7' TOP ArARTf.
Z -r A ps 641ALL pi &W.L@ p1.119H Z0 ?IC FCtX IR7LL
J- TOP RCLLO da"AL w 1tO1tlYLlP 51 pkrcrb TFO Ea TIE LCSOq Mm"-
4, FlCEl11 rfA AWALL PE SMOGS
CM 111 PLN TOlie AVA CM GR WeAL L.
w. N4TWPL nape ttarrnq eµlu Be Ei cr•6 ttAm er ecH rEMaen LIE EaavALersr,
DOUBLE GOIR FIBER ROLL TOE STABILIZATION WM4 LIVE STAKES.
DETAIL AIDET-I
40 eC LI
ea,alc an
9L (FAGN6 ue+xAPIIDJ
LIVE CWMIRS
/A TO V 71APIET J
0
9�
7
A116Li
[+LAG[ WILLOW LIVE WFAKE
} sfi• arA'
P
yte• THIOC 6T13rJk1 FLOP
0• STAKE TTRf3 OId3F A1�
r1Ct1'E
I. FLArfPiA 9"" ae 1a U.EV rARAI;a M rcM-0C=LAM ALCNO e1sR46W l
f -F TT■O!HALL FrrMA MIR-C 1T TOE r4f7r5TIOW TO 11l 044N IID1
N@ A HWW LF ONE RAT OAR Tpr OF SAN- F 1M Tw" Cie P XL 16
FGbWRW, M0,1WK DVERLAP OM{ BE A In%"" L7 CM rCOT 461 GE0AI)•L7
A
P LI 4YFM:i SMALL 9* ti-+a 0"M
LIVE STAKE$ WITH NATURAL FIBER MATTIIx
PETAIL BIDET -I
NO eCALIr
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DET- -1

FAI rr :► I .
STREAM EVAWAIT ON FORMS

USACE AID# DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment: Aft
—
Provide
Applicant's name: TBP
3. Date of evaluation: 4/28/14
5. Name of stream: UT W. Fork Deeb River
7. Approximate drainage area: 30 Acres
9. Length of reach evaluated: 400'
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
2. Evaluator's name: Luckev. PEI
4. Time of evaluation: 3:00
6. River basin: Cabe Fear
8. Stream order: I't
10. County: Guilford
12. Subdivision name (if any):
Longitude (ex. — 77.556611):
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): See
Attachments
14. Proposed channel work (if any): N/A
15. Recent weather conditions: Tvllical
16. Site conditions at time of visit: Tvllical
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters Nutrient Sensitive Waters Water Supply Watershed IV (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area: 0.15 Acres
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 20 % Residential 10 % Commercial 10 % Industrial 30 % Agricultural
20 % Forested % Cleared / Logged % Other (
22. Bankfull width: 3 -6' 23. Bank height (from bed to top of bank): 1 -2'
24. Channel slope down center of stream: _Flat (0 to 2 %) X Gentle (2 to 4 %) _Moderate (4 to 10 %) Steep ( >10 %)
25. Channel sinuosity: Straight Occasional bends X Frequent meander _Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 59 Comments: Perennial
Evaluator's Signature 4/29/14 Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919 - 876 -8441 x 26.
1

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
2
ECOREGION POINT
RANGE
9
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0
-5
0
-4
0
-5
3
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
2
(extensive alteration = 0: no alteration = max points)
3
Riparian zone
0
-6
0
-4
0
-5
3
(no buffer = 0., contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
(extensive discharges = 0. no discharges = max points)
5
Groundwater discharge
0-3
0-4
0-4
4
(no discharge = 0: springs, seeps, wetlands, etc. = max points)
6
Presence of adjacent floodplain
0-4
0-4
0-2
3
(no floodplain = 0: extensive floodplain = max points)
a
Entrenchment / floodplain access
0—
5
0—
4
0—
2
3
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
4
(no wetlands = O; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
3
(extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
2
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA
0
-4
0
-5
1
(fine, homogenous = O; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0
- 4
0-5
2
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0
-5
0
-5
0
-5
3
(severe erosion = 0; no erosion, stable banks = max points)
�
14
Root depth and density on banks
0
-3
0
-4
0
-5
3
(no visible roots = 0; dense roots throughout = max points)
15
Impact by agriculture, livestock, or timber production
0
-5
0
-4
0
-5
2
(substantial impact =0; no evidence = max points)
16
Presence of riffle- pool /ripple -pool complexes
0-3
0-5
0-6
2
H
(no riffles /ripples or pools = 0; well - developed = max points)
17
Habitat complexity
0-6
0-6
0-6
4
F—
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0-5
0-5
3
(no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0; loose structure = max)
20
Presence of stream invertebrates (see page 4)
0-4
0
- 5
0-5
3
(no evidence = 0; common, numerous types = max points)
Presence of amphibians
21
0-4
0-4
0-4
3
O
(no evidence = 0, common, numerous types = max points)
O
22
Presence of fish
0
-4
0
-4
0
-4
0
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
3
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
ZLM"LAL (also enter on first page)
59
* These characteristics are not assessed in coastal streams
2

NC DWQ Stream Identification Form Version 4.11
Date: 4/29/14 ProjectlSite� TBP
Evaluator: Luckey, PEI
Total Points:
Stream is at least intermittent 37
if? 19 or perennial if? 30*
County: Guilford
Latitude:
Longitude:
Stream Determination (circl a Other Kernersville
Ephemeral Intermitten Perennial e.g. Quad Name:
A. Geomorphology (Subtotal = 18
Absent
1a Continuity of channel bed and bank
0
2. Sinuosity of channel along thalweg
0
3. In- channel structure: ex. riffle -pool, step -pool,
0
ripple -pool sequence
1 1.5
4. Particle size of stream substrate
0
5. Activelrelict floodplain
0
6. Depositional bars or benches
0
7. Recent alluvial deposits
0
8. Headcuts
0
9. Grade control
0
10. Natural valley
0
Weak
1
1
1
11. Second or greater order channel No COD
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 9 1
12. Presence of Baseflow 0
13. Iron oxidizing bacteria 0
14. Leaf litter 1.5
15. Sediment on plants or debris 0
16. Organic debris lines or piles 0
17. Soil -based evidence of high water table? No = 0
C. Biology (Subtotal = 10 )
18. Fibrous roots in streambed 3
19. Rooted upland plants in streambed n
20. Macrobenthos (note diversity and abundance) 0
21. Aquatic Mollusks 0
22. Fish 0
23. Crayfish 0
24. Amphibians 0
25. Algae 0
26. Wetland plants in streambed
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
1
1
1
n
0.5
0.5
Moderate
2
n
2
n
Q
n
n
Yes = 3
Strong 4 3
3
3
3
3
3
3
1.5
1.5
1 Q 3
2 3
1 0.5 0
0.5 n 1.5
0.5 C� 1.5
Yes
(
1 0
2
1 0
1
(-2) 3
1
2 3
0.5
1 1.5
0.5
1.5
0.5
1 1.5
�
0.5
1 1.5
FACW = 0.75; OBL = 1.5 Other

1
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USALCE D

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
COPY
Action id. SAW - 2013 - 410556
County: Guilford U.S,G.S. Quad: NC- KERNERSYILLE,
NOTIFICATION OF JURISDICTIONAL DETERM NATION
Property owner: Samet Curooration
Agent: Hot Enviranmenial Inc.
attn: Brian Hall
ltn: Michaef Bratne
Address: P.O. Box 8050
Address: P.O. Rqx t2t3
Greensboro. NC. 27419
Kerneriville. NC-2
Size (acres) --250
Nearest 'Down Kerners0de
Nearest Waterway Deco River
River Basin Deem North Carolina.
USGS HUC 3430003
Coordinates 36.107556 N. - 84.0231.97 W
Location description: The nroiect area is located south of West Market Street and north of 1 -40 Business, between
the Guilford /Forsvtlte County line and Bunker Hill Road in Kernersville, Guilford County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR fart 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruclion. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
Therc are NavWble Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Divers 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.
J►' There are waters of the U.S. including wetlands on the above described properly subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 1 1SC § 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 live years From the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the sire of your property and/or our
present workload. the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once: verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S, including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 9/8/201 . Unless there is a c;hatige in the law or our published
regulations, this determination may be relied upon fetr a period not to exceed five years front the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is it change in the law or our
published regulations, this determination may be relied upon Im a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Morehead City. NC, at (252) 808 -2808 to
determine their requirements,
Paget of 2

PMcemant of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). 1fyou have any questions regarding this
determination and /or the Corps regulatory program, please contact David Bailev at 910- 2514469 or
DavhL E.Bailev2(-d)usaee.armv.inil.
C. Basis For Determination:
The site exhibits features with Ordinary high Water and wetlands as defined in the 1987 wetland delineation manual
and anolicahle regional supplements. The waters on site include several Unnamed Tributaries (M) to West Fork
Deep River. a] I Relatively Permanent Waters (RPWs). wbic.h flow via West Fork Deer) River to the Deep River. a
TraditionaIN Navigahie Water — and abutting and adiseent wetlands. This del erminotion is based on a field
verification by David E. Bailev (USACEI on 5/1512014.
D. Remarks:
The wetlands and other Waters of the US within the nronerty were originalty fImU ci by VCS Carolinas. with undates
made by Pilot Environmental, 1ne, with changes made in the field by David E. Bailev IUSACE). and are aonroximated
on the attached figure entitled "Wetlands Defineadon. Triad Business Park". dated 6123/2014. Note that Stream SF,
wetland WE. and nand PCA. and at least nortions of stream ISH and wetland WSH were uertunuentiv filled as
authorized by NWP 39 dated 713112008. Action JIM SAW -2008- 01894.
E. Attention CISDA 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 dclinetstion/deter minalion may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. 1f you or your tenant are USDA Program participants, or anticipate participation
in USDA programs. you should request it 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 del erininations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional dctcrinination for the above described site. It you object to this
detcrtnination, you may request an administrative appeal wider Corps regulations at 33 CFR Part 33I. Enclosed you will rind a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RF'A) 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 1t1M 15
Atlanta, Georgia 30303 -880I
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 (ill days of the date of the NAP,
Should you decide to submit an 111 =A form, it roust be received at the above address by 11/712014.
9Olt is not necessary to submit an RFA form to the Division Ofiico if you do not object to the determination in this
correspondence,"
Corps Regulatory Official:
David F. bailey
Date: 5entember 8.2014
Expiration Date: Sentember 8.2019
l he W ilminglon District is committed to providing [lie highest level of support to the public. 'ra Help us ensure Nye continue to
do so, please complete. our C LIS10111er Satisf"actian Survey, located ontinc at httn: /lrez0a gry&sgeesurvev.cottt/.
Copy furnished;
Site l lomewood, NCDI"NR-DWR. 585 Waughtown Street. Winston - Salem, NC 271117
Allan Bill, Triad Design Group, P.C., 41307 -C Koger Blvd., Greensboro, NC 27407

NOT1r [CAT 10N 0 FA 1)N 1INIS't RATIV1,A1'1't AI- 0 P 10NNN ANTI 1°IMCLSti :1N
RtEQUEST FOU APPEAL min
Appiicant: Samet Corporation (attn: Brian Hall) File Number: SAW - 2013 -00556 Date: September 8, 2014
Attached is; See Section below
iNfTIAL 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 F
SECTION I - The following identifies your rights and options regarding an decision.
Additivnzl irifbrmatinst may be found at httJn; lltvww. usace. at_ my.rniflMissionslCivilWorkslRe , uFcttoryl 'rowanmodI "eg- nits.irsyx or
CorLas regulations at 33 CFR Part 331. T
A: IYrr][AL 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 fatal
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 cif 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; 1 C you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the pennit be modified accordingly. You must complete Section ff of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 64 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 Wray: (a) modify flit permit to address ail 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 ►vii1 send you a proffered pen nit for your reconsideration, as indicated in
Section B below.
D: 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 A dm inistrali ve Appeal Process by completing Section II of
this Form and sending the form to the division engineer. This rorm 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 lI of this form and sending the fonts to the division engineer. This form must he 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 Carps 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 II 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.

F: PRELIMINARY JURfaelfL frONAI. DETERMINATION: You do not need to respond to the Corps regarding the
p . ,r 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.
ECTION I1- REQUEST FOR APPEAL. or D13JEC PIONS I'U AN IN ]TI AL PROFFERED 1IRRM`iT'
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 INF=ORMATION: 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 hats determined is needed to
clarify the administrative record. Neither (lie appellant nor the Corps may add new information or analyses to the record.
I lowever, you may provide additional information to Clarify the location of information that is already in the administrative
record.
POINT OF CONTAF— FOR (,IUFSTION5 OR INV0RM_ A_'_ ION: _
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 Mr. Jason Steele, Administrative Appeal Review Officer
atin: David E. Bailey CESAD -PDO
Raleigh Regulatory Field Office U.S. Army Corms of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105 60 rorsyth Street, Room I OM 15
Wake Forest, North Carolina 27587 Atlanta, Georgia 30303 -HROI
Phone: [phone]
RIG IT 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 investi ations.
Date: Telephone number:
Ski nature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Raleigh Regulatory Field Office, Min: David Bailey, 3331 11cri(age
Trade Drive, Suite 105, Wake Forest, North Carolina 27587
For Permit denials, Proffered Permits and approves! Jurisdictional Determinations send thin farm ter:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, till Forsyth Street, Roont 101'115, Atlanta, GeorgJa 30303.8801
Phone: [phone]

Rl Z *d'
=
PREVIOUS PERM I T APPROVALS

U.S. ARMY CORPS OF ENGINEEki VILE {
WIILMINGTON DISTRICT
Action ID. SAW - 2008 -01894 County: Guilford USGS Quad: Kernersville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner 1 Authorized Agent: FedEx Ground Package System, Inc.
Address: Attn: William Conner
1000 FedEx Drive
Moon Township, Pennsylvania 15108
Telephone No.: 412 - 859 -2280
Size and location of property (water body, road namelnumber, town, etc.): 127.31 acres: located North of Interstate 40.
West of Bunker Hill Road. South of West Market Street and East of the Forsyth, Guilford County line in Guilford,
County North Carolina.
Description of projects area and activity: This authorization is for the discharge of clean fill material within 0.19 acre
of adiacent wetland (impact site #11, 225 linear feet of perennial stream channel (impact site #2) and 0.22 acre of
open water habitat (impact site #3) for the development of a commercial package distribution facility. The project
must be conducted in accordance with the application and drawin -gs submitted on May 27, 2008. As compensatory
mitigation. the applicant will provide pavment to the North Carolina Ecosystem Enhancement Program (NCEEP)
(See Special Conditions on Page 3).
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act 33 USC 403)
Authorization: Regional General-Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order 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 continence 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.
This Department of the Army verification does not relieve the perrnittee of the responsibility to obtain any other required Federal,
State or local approvalslpertnits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at telephone number 919 -876 -8441 extension 26.
Corps Regulatory Official 14Z I--� XU4 ' ' Date: July 31. 2008
Expiration Date of Verification: July 31, 2010
Page 1 of 3

The Wilmington District is committed to providing the highest level of support to the public. i o help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at htt n: /lrczulatorv.usacesurvey -com/ to complete the survey
online.
Determination of Jurisdiction:
❑ Rased on preliminary tnformation, 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).
❑ 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 to the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are 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.
❑ The jurisdictional areas within the above described project area have been iderti ied under a previous action. Please reference
jurisdictional determination issued . Aetton ID
Basis of Jurisdictional Determination: The stream is a relatively permanent water (RPW) and an unnamed tributary to an
unnamed tributary (RPW) to the West Pork of the the Veep River (RPWI. The West Fork of the Deep River tlows to and
through several impoundments, and is a tributary to the Deep River, a traditionally navigable water (TNT. The Deep River
is a tributary to the Cape Fear River. a navicable water of the United States. The Ordinary Hiph Water Mark (OHWM) of
the unnamed tributary was indicated by the followint~ pbysical characteristics: clear natural line impressed on the bank,
shelving. chances in the character of the soil, and the destruction of terrestrial vegetation. The wetlands are contiguous with
the unnamed tributary and meet the hvdropbvtic vegetation, wetland hydrology, and hvdric soil criteria of the 1987 Corps of
Engineers Wetland Delineation Manual. The open waters are an impoundment of the unnamed tributary to the unnamed
tributary to the West Fork of the Deep River.
This iurisdictional determination is only for the waters /wetlands proposed for impacts associated with this Nationwide Permit
and does not include anv other waters/wetlands that may -be located on the oronerty.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fart 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:
District Engineer, Wilmington Regulatory Division
Attn: Andrew Williams, Project Manager,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
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 District 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 September 29.2008.
* *It is not necessary to submit an RFA form to the
JJ iDistrict Office if you do not object to the determination in this correspondence. **
Corps Regulatory Official: -C3 /.-*
Date July 31, 2008 Expiration Date JL1v 31, 2012
Page 2 of 3

Summary of Authorized Imparts and Required MiLKation
Action II] NWP / GP Open Water (ac)
Wetland (ac) Unimportant Steam (If)
Important Stream (If)
# # Temporary Permanent
Temporary
Permanent Temporary Permanent
Temporary Permanent
SAW -2008- NWP 39 0.22
01894
0.19
225
Impact Totals 0 0.22
0
0.19 0 0
0 225
Total Loss of Waters of the U.S, (ac)
0.436
Total Loss of Waters of the U.S.
{lf) 225
Required Wetland Mitigation (ac) 10.19 In- Lieu/EEP I
Required Stream Mitigation (If)
1 450 In- LieuIEEP
Additional Remarks and/or Special Permit Conditions,
Special Conditions: As compensatory mitigation, the applicant will provide payment to the North Carolina Ecosystem
Enhancement Program (NCEEP) for 450 linear feet of warm stream credits to offset unavoidable Impacts of 225 linear feet of
warm water stream (2 :1 ratio) and for 0.19 acre of riparian wetlands credit to offset unavoidable impact of 0.19 acre of
riparian wetlands (]:1 ratio) within the Cape Fear River Basin, Hydrologic Unit Code 03030003. Payment must be made
prior to conducting the authorised work.
Remarks: Impacts to waters of the United States for this project (SAW - 2008-01894) and all other proposed impacts to waters
of the United States within and associated with the Triad Business Park, including two (2) additional projects, SAW -2008-
02092 (Triad Business Park) and SAW - 2008 -01599 (NE Sewerline Improvements, Phase I) are a single and complete project as
defined in the Code of ,Federal Regulations (CFR) at 33 CFR 330.2(1). The use of more than one Nationwide Permit (N WP) for
a single and complete project is prohibited, except when the acreage toss of waters of the United States authorized by the
NWPs does not exceed the acreage lindt of the N WP with the highest specific acreage limit. Based on the information that has
been sub initted to date, impacts to waters of the United States for the three (3) project listed above, do-not exceed the
threshold limits: of the applicable NWPs. The threshold limits of the applicable NWPs are 0,5 acre loss of waters of the United
States, including 304 linear feet of stream channels with important aquatic function. Therefore, if either of these threshold
limits is exceeded within the boundary of Triad Business Park (including but not limited to, the three (3) protects listed above)
then this NWP verification is not applicable to your project.
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FME COPY OF THIS FORM, IF REQUIRED OR AVAILABLE-.
Copy Furnished:
Sue Homewood
North Carolina Department of Natural Resources
Division of Water Qua]ity
585 Waughtown Streel
Winston - Salem, NC 27107
Phil May
Carolina Ecosystems, Inc -
8208 Brian Court
Garner, North Carolina 27529
L. Allen Hill
Triad Design Group, PC
4807 -C Koger Boulevard
Greensboro, ]North Carolina 27407
Mr. Terry Houl:
City of f itgh Point
211 South Hamilton Street
High Point, North Carolina 27254
Brian Hall
TDO Real /~state Holding, LLC
P.O. Box 8050
Greensboro, North Carolina 27419
Page 3 of 3

Aa",
Action ID, SANS' -2008 -01599
UWRATY CORPS OF ENGINEE4 !.�.'
WILMINGTON DISTRICT
County: Guilford USGS Quad: Kcrnersville
I
[ILL
GENERAL PERtNIIT (RE GI0NAL XND NATIONWIDE) VI'.RIF I CAT] ON
Property Owner / Authotized Agent: City of High Point —Attn: Terry Homk
Address: 211 South Hamilton street
Hiah Point,'North Carolina 27260
Telephone No.: 336- 883 -3215
Sire and location of property (water body, road name'number, town, etc.): 11.5 acres (attnroxintatch). 17.00I) feel (attttroximattl
sewerline alona an unnamed Irihutary to the Test Fork of the Beep River Iocaled cast of the Forsvth. GuiIford COtInty I I] V,
south of Interst,I le 40 and mirth of SIt 1950 in Guilford Ccunty. North Carolina. The vroiecI is known as the Nurth wilt Sewer
Improvements Phase F.
Description ofprnjects area and. activity: This n nth orizatian is for the tem porn ry (I ischar *c of clean fill rnaIeri:tl wiI Iii a six (6)
iurisdictionaI stream channels and Six (6) 1diacent wetlands, The authorizer! temonrary inipacts Set each individual stream
crossing are as foliows: Site 2: 47 linear feet ilfj. Site3: 26 If. Site 7: 33 If. Site 10: 31 If. Site 14: 31 If. Site 19: 31 1f. The
total authorized temnorary streain impacts are 199 If. The authorized temporary iinpacts at each individual ►►etl :iri[1 arC aw
folIo%ss: Site 8: 0.01 acre. Site 11: 0.04 acre. Site 12: 0.06 acre. Site 14: 0.04 acre. Site 15. 0.01 acre. 5ile 18-. 0.03 acre.
The total authorized temoorary adiacerrt wetland impacts are 4.19 acre. This also authorizes the permanent 11111in10113FICe of a
IS foot corridor at each svetla rid crossing for a total of 0.13 acre permantent irnnnCIS, 1%1itivat1on is rect+iired fe)r tIte
permanent impacts to wetlands (see Permit Conditions below). The proiect must be conducted in accordance with the
annlication aitd (I rawin2s submitted on Mav 064 2008 accept for the proposed impacts plans and sheets. ►vIIich iver•e
resultntitted with revisions on September 15. 2008.
Applicable Lavv: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Ilarhnrs Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: I2
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any v =iolation of the attached conditions or deviation from your submitted plans may subject the
pennittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is rttodifiod,
suspended or revoked. If, prior to the expiration date identified below, the nationwide pen-nit authorization is reissuecl anchor
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 pennit 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., arc
under constntction) or are under contract to commcnce 1st reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permits expiration, modification or revocation, unless
discrcIinnary author -tv 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, ''ou
should contact the NC Division of Water (duality (telephone [phone]) to determine Section 401 requirements.
For activ-itics ocei"intw within the twenty coastal counties subject to regulation under the Coastal Area Mana!gcincrtt Act (C'ANTA),
prior to beg inninlr work you must contact the 'N. C. Division of Coastal Management
This Department of the Army ti erI li:ation does not relieve the perrnittee of the responsibility to obtain any ether required Federal,
State or local approvals'penmts.
If there are any questions retarding this verification, any of the conditions of the Permit, or the Cotes ot'Engineera M_,Ltlau -ry
pro =gram, please contact Andrew Williams at telephone nuntbcr 919 - 576 -4854 extension 26.
Corps Regulatory Official �Yy l�cn] �'�� Date: October Z4. 20{} 3
Expiration Date of Verification: October 24. 2010
Pw,e 1 of 3

0 0
1 h W- 11mineton District is committed to providing the lushest level o£ support to the public, To help us ensure w,_- continLic t17 der m
please complete the Customer Satisfaction Surrey located at our wQbsite at hap:1,'reeulator .usacc,urvev.cgrtI/ to cutupl`te the survcy
online.
Determination of Jurisdiction:
❑ P.ised on preliminary information, there appear to be waters of the US including wetlands within the above described 1-11`c)jCCt MV.1.
This prclindriary ceterrrtination is not an appealable action under the Regulatory Program Administrative .Appeal Process
{ iZeference 33 CFR fart 33 t }.
❑ 7here 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 Ifarbors Act and Section 404 of the Clean Water Act. Unlcss there is a change in tic late or our
published regulations, this determination may be relied upon for a period not to exceed five years from the da:0 of this
notification.
El There are waters of the U5 and.'or wetlands within the above described project area subject to the permit requiren3eats of Section
404 of the Clean Water Act (CWA )(33 i;SC y 1344). finless there is a change in the law or our publisher) regulations, this
drtcmlhiation may be relied upon for a pedad not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified tinder a previous action. Please relcrence
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: The streams are reh1fively nerinane.nt waters (RPW) and an unnantrd tributaries to an
unnamed tributary to the West Fork of the Deep River. an RP11'. The West Hark of the Deep River is .r trihutary to thr Deep
liver. a traditionally navivahle ~rater (TNW). The Deen River is a tributary to the Cane bear )liver, a navi�caable waler of the
United States. The 0rdinary fiigh Water Mark (OHNN'11) of titre unnamed tributaries ►►•ere indicated by the foilimim -F physical
characteristics: clear natural line impressed on the Bank. shelvirtq. and the destruction of terms #riu[ ►rczrt.ltlrlil. The
wet hknds are Contiguous IVith and /or ad1acent to the one of the unnamed tributaries ;rod meet the hvdrrrplo ►•tic veactaIirotr.
wvlland hvdrolo;?v. ,and hvdric soil criteria of the 1987 Corps of Engineers Wetland Delineation Manwil.
This iurisdict.ionaI determination is only for the ►►nters;Awetlands proposed for impacts assoriated w1th this Nationwide Permit
and dues not include any other `raters /wetlands that inav he located on the property.
Appeals Information (This information applies only to approvers jurisdictional determina(ions.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approvrd jurisdictionaI
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a No tifrcation of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit is completud 1l FA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Andrew Williams, Project Manager,
Raleigh Rct,ulatory Field Office
L.S. Army Carps of Engineers
3331 Heritage Trade Drive, Suite 105
11 ake Forest, North Carolina 27537
In order foT arc RFA to be accepted by the Corps, the Carps must determine that it is complete, that it meets the criteria frar appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAI'. Should you
decitic to stzomit an kPA form. k must be received at the above address by December 2z_ 2 00 8.
* *It is not necessary to submit an�WA form to the District Office if you do not object to the determination in this currespondcncr.' "
Corps Regulatory Off vial:
Date October 24. 2008
Page 2 of 3
Expiration Date October 24. 2013

0
_ Stimma�Authorized Impacts and Re(
Action ID I NMwT I GP Open Water (ac) Wetland (ac)
Temporary- I Permanent Temporary I Permanent
SAW-2048- I '"VP 12
01599
0.19
0
red Mitigation
fain-iaortant Steam
important titream (It)
Temporary Pemlanent Temporary Pennanent
199
Impact Totals 0 0 0.19 C 0 0 0 199 0
Total Loss of Waters of the U.S. (ac) 0 - _ 'Total Loss of Waters of the U.S. (If) 0
uired Wetland Mitiization (ac) 10.26 In-Lieu[EFP . Required Stream Mitigation (II) 10
Special Permit Conditions: ]Bone
X. In order to compensate for impacts to 41.13 -acre of riparian wetlands the permittee shall make payment to the
North Carolina Ecosystem Enhancement Program (NC: EEP) in the amount determined by the NC F IA', sullicient
to perform the restoration of 0.26 -acre of riparian wetlands (2:1 ratio) in the Cape Fear River Basin, Cataloging
Unit 03030003.
2. Construction within jurisdictional areas on the property shall begin only after the permittee has made full
payment to the NC EEP and provided a copy of the payment documentation to the Corps, and the NC" EEP has
provided -written confirmation to the Corps that it agrees to accept responsibility for the mitigation work required,
in compliance with the NIOti between the North Carolina Department of Environment and Natural Resourct;5 and
the t•nited States Arnty Corps of Engineers, Wilmington District, dated November 4, 1998.
Remarks: Impacts to waters of the United States for this project (SAW - 2008 -01 599) and all other proposed
impacts to waters of the Cfnited States within and associated with the Triad Business Park, including two (2)
additional projects, SAW - 2008 - 02092 (Triad Business Park) and SAW- 2008 -01894 (Project Hermes) are a single
attd coinpleie project as defined in the Code of Federal Regulations (CFR) at 33 C>~R 330.2(i). The use of i n n r e
than one Nationwide Permit (NWP) for a single and complete project is prohibited, except when the acreage loss of
waters of the United States authorized by the NINVPs does not exceed the acreage limit of the NWP with the Iaighest
specific acreage limit. Based on the information that has been submitted to date, impacts to waters of the united
States for the three (3) project listed above, do not exceed the threshold limits of the applicable N11•t's. The
threshold limits of the applicable N'iVPs are 0.5 acre loss of waters of the United States, including; 300 linear feet of
stream channels with important aquatic function. Therefore, if either of these threshold limits is exceeded within
then hmindary of Triad Business Park (including but not limited to, the three (3) projects listed above) then this
NWP verification is not applicable to your project.
SURVEY PLATS, YIELD SKETCH, WETLAIND DELINEATION FORMS, PROJECT PLANS, F. I.c., Ml<JS•I' 13I;
ATTACHED TO THE FILE COPY OF THIS FORM, IF I?,EpUIRFD OR AVAILABLE-
Copy Furnished:
Sue Homewood
Forth Carolina Department of Natural Resources
Division of Water Quality
585 Wamhtown Street
Winston- Salem, NC 27107
Phil flay
Carolina Ecosystems, Inc.
8208 Brian Court
Garner, North Carolina 27529
Page 3 of 3

U.9. kRMY CORPS OF ENGME% HLE CGPY
WILMINGTON DISTRICT
Action ID. SAW- 2008 -02092 County: Guilford USGS Quad: Guilford
GENERAL PERNUT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner 1 Authorized Agent: TDO Real Estate Holding. LLC —attn: Arthur Samet
Address: P.O. Boa 8050
Greensboro. North Carolina 27419
Telephone No.: 336 -544 -2600
Size and location of property (water body, road name /number, town, etc.): 327 acre (avproximatelv): The site is
located approximately 2000 feet southeast of the easternmost intersection of West Nlarket Street and Old
Greensboro Road, in Guilford Countv, North Carolina and is identified as the Triad Business Park.
Description of projects area and activity: This authorization is for the temporary discharee of clean fill material
within 0.011 acre of stream channel (1251inear feet) and 0.31 acre of jurisdictional forested wetlands at four (41
stream locations and two (2) wetland locations. These temporary impacts are associated with the installation of a
sanitary sewer for the Triad Business Park. The proiect must be conducted in accordance with the application and
drawings submitted on duly 21.2008. As comnensatory mitigation, for impacts to 0.31 -acre of riparian wetlands
the permittee shall make pavment to the North Carolina Ecosystem Enhancement Program (NCEEP) in the
amount determiner) by the NCEEP, sufficient to perform the restoration of 0.62 -acre of riparian wetlands, in the
Cape Fear River Basin, Cataloging Unit 03030003. Pavrnent must be made orior to conducting the authorized
work.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your subutitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide autbori7ation 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 suspender), 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 caso-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 (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvaWpermits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at telephone number 919 -876 -8441 extension 26.
Corps Regulatory Official 1di'4i Date: September 12. 2008
Expiration Date of Verification: September 12. 2010
Page 1 of 4

The Wilmington District is committed to %ding the highest level of support to the publihelp as ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at bn : / /reeulatory.usacesurvev.com/ to complete the survey
online
Determination of Jurisdiction:
❑ 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).
❑ 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 .ket. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® 'There are waters of the US and/or wetlands within the above described project area subject to the perrrut 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.
❑ The jurisdictional areas within the above described project area have been identified under a previous action, Please reference
jurisdicrional determination issued . Action ID
Basis of Jurisdictional Determination: The streams are relatively permanent waters (14PW) and are unnamed tributaries to the
an unnamed tributary to the West Fork of Deep River, an RPW. The West Fork of Deer) River !lows to and through Oak
Hollow and High Point Lakes, impoundments of the West Fork of Deen River, High Point Lake discharges to the Deets River.
a Traditionally Navigable Water (TNW), which is a tributary to the Cave Fear River, a navigable water of the United States.
The Ord inary High Water Mark f0HWM) of the unnamed tributary was indicated by the following physical characteristics:
clear natural line impressed on the hank, shelvine. and the destruction of terrestrial veeetation. The wetlands are Contiguous
with the unnamed tributary and meet the hydror hvtic vesetation, wetland hvdrologv. and hvdric soil criteria of the 1987
Corps of Engineers Wetland Delineation Manual. The-ponds located on site are impoundments of the unnamed tributaries.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 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:
District Engineer, Wilmungton Regulatory Division
Attn: Andrew Williams, Project Manager,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
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 District 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 Novernaber 10. 2008.
* *It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence. **
Corps Regulatory Official: 4/, -
Bate September 12.-2008
Page 2 of 4
Expiration Date Seoternber 12. 2013

Sumnnar f Authorized Impacts and Recuired fttion
Action ID NVWP 1 GP Open Water (ac) Wetland (ac) Unimportant Steam (tf) Important Stream (If)
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
SAW -2008- NWP 12
02092
Impact Totals 0 0
Total Loss of Waters of the U.S. (ac)
Required Wetland Mitigation (ac) 10.62
0.31
125
031 0 0 0 125
0 Total Loss of Waters of the U.S. (11)
In- Lieu/EEP Required Stream Mitigation (If) 10
Additional Remarks and/or Special Permit Conditions:
Special Conditions:
G]
1. In order to compensate for impacts to 0.31 -acre of riparian wetlands the permittee shall make payment to the
North Carolina Ecosystem Enhancement Program (NCEEP) in the amount determined by the NCEEP, sufficient
to perform the restoration of 0.62 -acre of riparian wetlands, In the Cape Fear River Basin, Cataloging Unit
03030003.
Construction within jurisdictional areas on the property shall begin only after the permittee has evade full
payment to the NCEEP and provided a copy of the payment documentation to the Corps, and the NCEEP has
provided written confirmation to the Corps that it agrees to accept responsibility for the mitigation work required,
in compliance-with the MUU between the North Carolina Department of Environment and Natural Resources and
the United States Army Corps of Engineers, Wilmington District, dated November 4, 1998.
2. The Permittee shall preserve and maintain all the jurisdictional waters and wetlands at the Triad Business Park
as shown on the wetlands delineation snap received by the Corps of Engineers on July 21, 2408, excluding the
waters /wetlands at the Project Hermes (SAW - 2008 - 81894) site. Additionally, the permittee shall preserve and
maintain a 30 foot buffer around all of the stream and pond features shown on the wetlands delineation map
received by the Corps of Engineers on July 21, 2008. The jurisdictional areas, including the 30 foot buffer area, is
referred to as the conservation area. The permittee is prohibited from performing any of the following activities
within the conservation area: Filling; grading; excavating; earth movement of any kind; construction of roads,
walkways, buildings, signs, or any other structure; any activity that may alter the drainage patterns in the
conservation area; the destruction, mowing, or other alteration of vegetation within the conservation area; disposal
or storage of any garbage, trash, or other waste material; or any other activity which would result in the
wetlands /waters being adversely impacted or destroyed.
3. Prior to December 31, 2008, the Permittee shall execute and cause to be recorded Restrictive Covenants, that
comply with language specified by the Wilmington District Army Corps of Engineers Restrictive Covenant
Guidance, August 2003, prohibiting those activities listed in condition 2 above. The only areas that are to be
excluded from the restrictive covenants are those jurisdictional areas that have been permitted for impacts under
nationwide permits for Triad Business Park (SAW -2008- 02092), Project Hermes (SAW -2408- 01894) and the City
of High Point Sewer Line (SAW - 2008 - 01599). The permittee shall provide a copy of the recorded restrictive
covenants to the Corps of Engineers within 30 days of recording.
Remarks: Impacts to waters of the United States for this project (SAW- 2008 - 02092) and all other proposed
impacts to waters of the United States within and associated with the Triad Business Park, including two (2)
additional projects, SAW - 2008 -01894 (Project Hermes) and SAW -2408 -01599 (NE Sewerline Improvements, Phase
1) are a single and complete project as defined in the Code of Federal Regulations (CFR) at 33 CFR 330.2(1). The
use of more than one Nationwide Permit (NWP) for a single and complete project Is prohibited, except when the
acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP
with the highest specific acreage limit. Based on the information that has been submitted to date, impacts to
waters of the United States for the three (3) projects listed above, do not exceed the threshold limits of the
applicable NWPs. The threshold Iimits of the applicable NWPs are 0.5 acre loss of waters of the United States,
including 300 linear feet of stream channels with important aquatic fu action. Therefore, if either of these
Page 3 of 4

threshold limits is exceeded within 1 oundary of Triad Business Park (inclU ,,, but not limited to, the three (3)
projects listed above) then this NWP verification is not applicable to your project,
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC:., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE,
Copy Furnished:
Sue Homewood
North Carolina Department of Natural Resources
Division of Water Quality
585 Waughtown Street
Winston - Salem, NC 27107
Phil May
Carolina Ecosystems, Inc.
8208 Brian Court
Garner, North Carolina 27529
L. Allen Hill
Triad Design Group, PC
4807 -C Koger Boulevard
Greensboro, North CarcIina 27447
Mr. Terry Houk
City of High Point
211 South Hamilton Street
High Point, North Carolina 27260
Brian Hall
TDO Real Estate Holding, LLC
P.O. Sox 8050
Greensboro, North Car elina 27419
Page 4 of 4

Book 6963 Page 452
2008085841
GUILFORD CO, NC FEE $35.00
PRESENTED RECORDED:
12 -31 -2008 01:27:16 PM
JEFF L. THIGPEN
REGISTFROF DEEDS
BY: MARY MORGAN
DEPUTY -GB
BK: R 6963
PG: 452 -459
NORTH CAROLINA
GUILFORD COUNTY
Prepared by and Return to:
Donald G. Sparrow, Sparrow Wolf & Dennis, PA
PJ0 s �
AMENDMENT TO DECLARATION OF PROTECTIVE
COVENANTS, CONDITIONS, RESTRICTIONS AND
RESERVATIONS
r
THIS AMENDMENT TO DECLARATION OF PROTECTIVE COVENATNS,
CONDITIONS, RESTRICTIONS AND RESERVATIONS made effective as of December 31,
2008.
WITNESSETH:
WHEREAS, on September 30, 2008, TDO Land Holding, LLC, a North Carolina limited
liability company ( "TDO "), NB JOHNSON II, LLC and SB JOHNSON II, LLC, both Florida
limited liability companies ( "Johnson ") collectively hereinafter sometimes referred to as
Declarants, executed a Declaration of Protective Covenants, Conditions, Restrictions and
Reservations ( "Declarations "), the same being recorded in Book 6939, Page 2897, in the
Guilford County Registry, and
WHEREAS, Article 9 of the Declaration permits amendment by the Declarants; and
WHEREAS, the U.S. Army Corps of Engineers issued a permit to TDO Land Holding,
LLC to conduct certain activities and to establish certain wetlands delineation, as shown on a
survey entitled "Wetlands Delineation, Triad Business Park, Deep River Township, Guilford
County, Kernersville, North Carolina, prepared by Regional Land Surveyors, Inc. attached as
Exhibits A and A -1; and

Book 6963 Page 453
WHEREAS, as a condition to issuing said permit, entitled SAW - 2008 - 02092, the U.S.
Army Corps of Engineers required that Declarant place upon all areas shown as wetlands
delineation on Exhibits A and A -1 of Triad Business Park, save and except Lot 4, Triad Business
Park Phase 1, as shown on plat recorded in the Office of the Register of Deeds of Guilford
County, North Carolina, in Plat Book 175, Pages 97 and 98 be further restricted in accordance
with the restrictions set forth below;
NOW, THEREFORE, Declarants hereby amend said Declaration by adding the following
Article to the Declaration:
ARTICLE 12: CONSERVATION AREA
12.0 The areas shown on the Wetland Delineation Plat as Conservation Areas as shown
on Exhibits A and A -1 attached hereto shall be maintained in perpetuity in their natural or
mitigated condition. No person or entity shall perform any of the following activities on
such conservation area:
a. fill, grade, excavate or perform any other land disturbing activities
b. cut, mow, bum, remove, or harm any vegetation
C. construct or place any roads, trails, walkways, buildings, mobile homes,
signs, utility poles or towers, or any other permanent or temporary
structures
d. drain or otherwise disrupt or alter the hydrology or drainage ways of the
conservation area
C. dump or store soil, trash, or other waste
£ graze or water animals, or use for any agricultural or horticultural purpose.
This 3 l" day of December, 2008.
SIGNATURE PAGES TO FOLLOW

Book 6963 Page 454
TDO LAND HOLDING, LLC
By:
v
Arthur L. Samet, Manager
jo-M
NORTH CAROLINA
GUILFORD COUNTY
, Manager
1, Aj �X e- � �5 , a Notary Public of L nnu (. Du ry
North Carolina, certify that Arthur L. Samet, on behalf of TbO band Holding, LLC
personally appeared before me this day, acknowledged to me that he voluntarily signed
the foregoing instrument for the purpose stated therein and in the capacity indicated.
Witness my hand and notarial seal this theo? '4`eday of 40c� , 2008.
Notary Publici�p
My commission expires: F
!4 a T,4 tP
A
NORTH CAROLINA
GUILFORD COUNTY couN
I, . a Notary Public of
North Carolina, certify that , on beha!W TDO Land Holding,
LLC, personally appeared before me this day, acknowle ed to me that he voluntarily
signed the foregoing instrument for the purpose sta therein and in the capacity
indicated.
Witness my hand and
My commission expires:
this the day of
Notary Public
, 2008.

Book 6963 Page 455
TDO LAND HOLDING, L
�2
NORTH CAROLINA
GUILFORD COUNTY
, Manager
L ,errs C wEs , a Notary Public of
North Carolina, certify that Arthur L. Samet, on behalf , DO Land Holding, LLC
personally appeared before me this day, acknowledge to me that he voluntarily signed
the foregoing instrument for the purpose stated the to and in the capacity indicated.
Witness my hand and notarial seal
My commission expires:
7111
NORTH CAROLINA
GUILFORD COUNTY
e'� 'day of Qc'a , 2008,
Notary Public
Nk pTA41-
/Du8L1c�
I, n A A8 e✓ , a Notary P ub lic of `f
North Carolina, certify that L� rtv e,- SA ug QJ-A on behalf of TDOT and Holding,
LLC, personally appeared before me this day, acknowledged to me that he voluntarily
signed the foregoing instrument for the purpose stated therein and in the capacity
indicated.
Witness my hand and notarial seal this then day of C1 , 2008.
Notary Public
My commission expires:
Ao O
0� IWO
Not IV_
lc�,�t�
01 ., ,,,r,+' G'0.
Off U
NTY

Book 6963 Page 456
NB JOHNSON YI, LLC
S E O • FLORIDA
aJl'M COUNTY
a Notary Public of PQ.k-.koR-cx-- ,
certify that ���xlde. s, on behalf of NB JOHNSON H, LLC; personally
appeared before me this day, acknowledged to me that he voluntarily signed the
foregoing instrument for the purpose stated therein and in the capacity indicated.
Witness my hand and notarial seal thi of %42.9wLV--V' 2008.
... rralpWMW�BOSOM 4 0r./...s m I I14 4 41112 itl.. aI 41 MGM
E 8012012 Not Public
floAde rio�y Aeen.. Ma
wura�ruuatafa�rrrr� ►urarn.�ra :..rsn..r!
My commission expires:

Book 6963 Page 457
SS JOHNSON 11, LL
By: r
S TE OF FLORIDA
IOM Ch COUNTY
1, � a Notary Public of
certify that on behalf of S13 JOHNSON II, LLC, personally
appeared before me this day, acknowledged to me that he voluntarily signed the
foregoing instrument for the purpose stated therein and in the capacity indicated.
Witness my hand and notarial seal this the r of Qeceto�v, 200$.
In Ina "a1a11UaaamNo1111111 a111111ia11111q
WIERMY
� Y DDO7S4550 = Notary Public
.5 E 81201'1012
YML �1" In
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l',\U.s_ersTGWAME11 roolAmentmentToRestrictiveCovenonls •Johnson.doc

THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A LOCAL
WITH ANY'APP ABLE LAND DEVELOPMENT
REGULATIONS.
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H ome Office:
305 West Fourth Street, -Suite 2A Serving the Southeast since 2002
V\Anston -Saem, NC 27101
Man: 336.744.1636; Fac: 336.458.9377

0— DAVENPORT
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EBVAFOQPSU!x bt !sf rbjof e! rp!ef J sn jof ! d f !f g# dot !xjd ! boe! xjd pvd d f !f yJ otjpo!jo!
grbdf ! sf rbJ a rp! u�bggd! pqf sbOpot -! spbex bz! dbgbdjLz-! u�bwf rhgn f -! boe! t bl Lz/! Ui f !
g)rrpx joh!joLf st f dgpot N f sf !jodrmef e!jo!d f !t uiez;
• N bd f dTuf f dbdCvol f sH jrriSpbe
• Cvol f s!I jirtiSpbe!bdCspgpt f e!Bddf t t !
• N pvorbjo!Tuf f dbdCvt jof t t Qbd !Elv&f QJIbe!Qbd lFou�bodf
• Pre!Hsf f of cpsp!S pbe!bdCvt jof t t Qbd !E1\4
• N bdz!Hsp\4 !Spbe!bdPre!Hsf f of cpsp!Spbe
of .151 Cvt jof t t lFbt Lcpvoe!Sbn qt !bdN bdz!Hsp\4 !Spbe
•! .151 Cvt jof t t !X f t Lcpvoe!Sbn qt !bdN bdz!Hsp\4 !Spbe
• N pvorbjo!Tuf f dbdN bdz!Hsp\4 !Spbe!Sbn qt
Up! of J sn jof ! d f ! j gbdd po d f ! gpLf ogbrhf yJ otjpo! po Pre! Hsf f of cpsp! Spbe -! d f !
bcpv&f . n f ogpof e!joLf st f dgpot N f sf !bobre{ f e!g)s!d f !g)rrpx joh!uc p!t df oblpt ;
• &Lvsf !Cvjre!Dpoejgpot Njd pvdd f lPre!Hsf f of cpsp!Spbe!Fyrf otjpo!
• &Lvsf !Cvjre!Dpoejgpot Njd !d f lPre!Hsf f of cpsp!Spbe!FyLf otjpo
Bt t vn joh!bo!bct psgypo!sbrf !p026!bdsf t !qf s zf bs- !b!cvjrepvdzf bs!pg3139!x bt !vgrjrif e!
gas! d jt ! bobret jt P Ui jt ! bobrnt jt !x bt ! dbsgf e! pv d cbt f e! po! Opsd ! Dbspob! Ef gbsrn f od po
Usbot gpsrbypo! )ODEP Ul Lzgjdbr -ht rboebset P .bg)sn bgpo! sf hbsejoh! d f ! gspgf sz! x bt !
gspvyef e!cz!d f !ef \4 rpqf s-!Tbn f dDpsgpsbopo /!
CB(25! 24.165 P re!Hsf f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f od6!Fyf dvg4 !Tvn n bsz

0 DAVENPORT
Cf of dot !p jd f !Pre!Hsf f of cpsp!Spbe!FyLf of jpo
Ui jt ! t f dgpo! ejt dvt t f t ! d f ! cf of get ! pod f ! Pre! H sf f of cpsp! S pbe! FyLf of jpo! boe! j d !
jn gbdd !po!spbex bz!dbgbdjLz- !ubv&f Nn f - !boe!t bo' Lz/
Dbgbdju?!pgSpbex bz!Of Lx psl
Bt ! t i px o! jo! d f ! dbgbdjLz! bobretjt ! sf t vrd -! d f ! t vsspvoejoh! spbex bz of uc pd ! jt !
bogdjgbLf e!Lp!cf !bdps!of bs!dbgbdjLz!jo!gtLvsf !cvjre!dpoejgpot /!Xjd W f !f yLf otjpo!pgPre!
Hsf f of cpsp!Spbe -!tjLf ubWd!xjrftf ! bcrfi! Lp!sf n bjo!potjLf !vtjoh! d f !f yLf otjpo!x i f o!
LEb\4 rja)h!rp!boe!gpn W f !x f t u)t f f !Fyi jcjdB pod f !sf gpsLt/!X jd pvdd f !Pre!Hsf f of cpsp!
Spbe! FyLf otjpo -!tjLf ! u1JWd!xjrrh b\4 ! rp! LEb\4 rtpo! Cvol f s! I jrrhSpbe! d f o! rp! Npvorbjo!
Tuf f d rp! sf bdi ! of t gobgpot ! rp! d f ! x f t LA Ui f sf g)sf -! d f ! FyLf otjpo! i f rqt ! sf rp W !
dpohf t gpo! po! pa„g jLf ! spbex bzt ! boe!joLf st f dgpot ! cz! I f f gjoh! d f ! UMbe! Cvt jof t t ! Qbd !
ubWd!pot jLf /!Ui jt !sf t vrd jo!jn gspv&f e!rfiv&f r1pot f sn df !g)s!d f !g)rrpx joh!joLf st f dgpot ;
• N bd f UTuf f dbdCvol f sH jrriSpbe )NPT!F!rp!NPT!D*
• Cvol f s!I jirtiSpbe!bdQspgpt f e!Bddf t t )IVPT!C!rp!NPT!B*
• N pvorbjo!Tuf f dbdCvtjof t t !Qbd !Elv&f QJIbe!Qbd lFoubodf )IVPT!F!rp!IVPT!E*
• Npvorbjo!Tuff dbdNbdz!Hspv&f !Spbe!Sbn gt!)IVPT!D!rp!IVPT!C*
Beejgpobrrz�-! d f ! of x ! d51 ! Cvtjof t t ! joLf sdi bohf ! bd N bdz! Hspv&f ! Spbe! d bd x jrnccf !
dpot uwdLf e! x jd ! LLQ! V.3911 ! gspvyef t ! bo!jef brtbddf t t ! rp! d f !joLf st rbLf ! g)s! uwdl ! u�bWd!
u�bv&f rja)h!rp!boe!gpn !d f !UMbe!Cvtjof t t !Qbd /!Ui f !of ydof bsf t djoLf sdi bohf !xjd !d51 !jt !
rpdbrf e! bd Tboez! Sjehf ! S pbe -! f bt d po d f !tjLf /! Ui jt !joLf sdi bohf ! dvssf oue!f yqf If odf t !
dbgbdju'!ef gdjf odjf t !boe!jt !bogdjgbLf e!rp!x pst f o!jo!gtLvsf !dpoejgpot !bt !ubWd!\Aprun f t !
dpogovf!rp!hspxPUi fsfg)sf- !df! FyLf ofjpo!xjrrhgspvyef!b!n psf!ejsfdelbdditt!rp!df!
joLf st rbLf ! g)s! Ulbe! Cvtjof t t ! Qbd ! ubWd! boe! ejv&f sit ! tjLf ! ubWd! gpn ! d f ! dpohf t Lf e!
joLf sdi bohf !bdTboez!Sjehf !Spbe/
Usbd rtUj n f
Bt!tipxo!jo FyijcjdB po0f! sfgpsL+! tjLf! u1JWd !u�bwf oh! rpWn!0f!xftdgpn!0f!
f bt tf so!gpsypo!pgd f !Ulbe!Cvtjof tt lQbd !xjrricf !spvLf e!bspvoe!d f !tjLf !xjd pvdd f Pre!
H sf f of cpsp! S pbe! FyLf of jpo /! Ui jt !sf t vrd !jo! beejgpobftl b\4 rlejt rbodf -! u1JV&f Nn f !boe!
f n jt t j pot ! g)s! ba„g dLf e! t j Lf ! u1JWd /! Tj Lf ! u�bWd! x j rrh L �bW rh bo! beef gpobr -h ejt rbodf ! po
bggspyjn bLf m!2/36!n jr-ht !xjd pvdd f !FyLf otjpo!boe!cbt f e!po!Tjn Usbgod!n pef r1-sf t vrd -!
xjrdi b\4 !bggspyjn bLf re!tjy!n jovLf t !pgbeejgpobdub\&f Nn f /!Bobretjt !sf t vrd !t i px W bd
bggspyjn bLf re! 591 ! QN ! of bl !i pvs! L�qt !x pvre! cf ! t vcl# del rp! d jt ! beef 4pobft�b\4 Nn f -!
ejt Lbodf - !boe!f n jt t jpot /!
&sd f sn psf -! tjodf ! pa„gjLf ! joLf st f dgpot ! xjrrhf yqf If odf ! jodsf bt f e! u1JWd! xjd pvd d f !
FyLf of jpo -! d jt ! x jrrh jodsf bt f ! d f ! of rbz -! u�bv&f rh 4n f -! boe! f n jt t jpot ! bd ba„g dLf e!
joLf st f dgpot !g)s!cpd ltjLf !u1JWd!boe!cbdl hspvoe!u1JWd/
CB(25! 24.165 Pre!Hsf f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f od6!Fyf dvg4 !Tvn n bsz

0— DAVENPORT
Tbgf LY-Wl jhi x bz.SbjrtHsbef !Dspt tjoht !
Ui f !Pra!Hsf f of cpsp!Spbe!FyLf otjpo!x pvra!brrpx !g)s!wvdl !ubWd!rp!bvpje!d f !i jhi x bz.
sbjr- hhsbef ! dspt tjoh! po! CvoI f s! I jrrhSpbe /! Ui it ! dspt tjoh! jt ! rpdbLf e! kit d t pvd ! pod f !
joLf st f dgpo! bd N pvorbjo! Tuf f LA Ui f ! dpoupftf vydf t ! bd d it ! dspt t joh! dpot it d po bdgv&f !
gbt i joh! sf e! rjrtrii d ! boe! hbLf t ! boe! b! sbjrEpbe! dspt tjoh! tjho! )Dspt t cvdl -! S26.21 it !
gspvyef e! bd d f ! dspt tjoh /! V beejgpo -! be\Abodf ! x bsojoh! tjhot ! )X 21.21 boe! hsbef !
dspt tjoh!gbv&f n f odn bd joht !bsf !gspvyef e!jo!be\Abodf !pod f !dspt tjoh/
Bt !ejt dvt t f e!jo!0 f !N f d peprphz!t f dgpo!pgd it !sf gpa+!26& !potjLf !ubWd!x bt !bt t vn f e!
rp! u#bvAf rt Wn !Of ! x f t d po! N pvorbjo! Tuf f d boe! 51 & !x bt ! bt t v n f e! rp! ubvAf rhp( pn !
Of !of x !d 51 !Cvtjof t t !joLf sdi bohf !po!N bdz!H sp\Af !Spbe /!
X jd !Of !FyLf otjpo!jo!grbdf -!tjLf !ubWd!ubvAf r)a)h!rp(#pn !Of N f t Upo!N pvorbjo!Tuf f dxjrrh
cf !bcrfi!Lp!sf n bjo!po!Pra!Hsf f of cpsp!Spbe!boe!d f o!u�bvAf rlpo!Cvtjof tt lQbd !EI\Af !rp!
sf bdi W f js!ef t gobgpo /!Ui it !tjLf !ubWd!x pvra!ubvAf dij spvhi W f !hsbef !dspt tjoh!rpdbLf e!
po! Cvtjof t t ! Qbd ! E j\Af P TjLf ! u�bWd! u�bwf r)a)h! rpWn ! d f !of x !joLf sdi bohf ! po! N bdz!
Hsp\Af !Spbe!xjrncuf !bcrfi!rp!bddf t t W f !tjLf !ejsf due!gpn !Pra!Hsf f of cpsp!Spbe!boe!opd
u�bvAf rW spvhi !boz!bdhsbef !dspt tjoht /
Xjd pvd0 f !FyLf otjpo- !ba„gdLf e!tjLf !u�bWd!xjairf !sf spvLf e!bspvoe!0 f !tjrf ! boe! 0 spvhi !
d f ! hsbef !dspt t joh! po! Cvol f s!I jrrVSpbe!rp!sf bdi !d f t !ef t gobgpotPDpotf rvf oun-!0 f !
dpot uwdgpo! pj d f ! Pre! Hsf f of cpsp! Spbe! FyLf otjpo! xjrrhf of bodf ! d f ! t bo' u'! po d it !
hsbef !dspt tjoh!cz!sf evdjoh!d f Nprmn f t !pouwdl !ubWd! po! Cvol f s!I jrrVSpbe/ N psf p\Af S-!
d f !FyLf otjpo!xjrrVd t vrdjo!sf evdf e!u�bWd! po! brrYpod f ! hsbef !dspt tjoht !jo!d f !bsf bad it !
it !evf !rp!d f !dsf bgpo!pgb!spvrf !gpn W f !of x !joLf sdi bohf !po!N bdz!HspvAf !Spbe!g)s!tjLf !
ubWd !vyb!Pra!Hsffotcpsp!Spbe!xjd pvdboz!sbjrtdspttjoht/
+r-- -4---+
CB(25! 24.165 P re!Hsf f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f od6!Fyf dvg4 !Tvn n bsz jjj

DAVENPORT
Tbgf uz!o!Hf of sbm
Ui f ! c, f r of odz! po bddjef opt ! hf of sbrm! jodsf bt f t ! x jd ! u f ! bn pvod po \4 i jdrfi. n jr-ht !
ub\4 rfie /!Cz!sf evdjoh!d f !ubv&f dh n f !boe!ejt rbodf !pgtjLf !ubWd -!d jt !xjrrhf oe!Lp!sf evdf !
d f !c, f r of odz!boe!gspcbcj*!pgbddjef opt !pa„gjLf /!Brtnp -!d f !t bo' LZ!pgbo!joLf st f dgpo!dbo!
cf !jn gspv&f e! x j d !cf of s! rfiv&f rfpg t f snjdf ! boe! pqf sbgpo /! Bt ! ejt dvt t f e -! d f !f yLf of jpo! pg
Pra! Hsf f of cpsp! Spbe! jt ! bogdjgbLf e! rp! jn gspv&f ! d f ! pqf sbopo! po t f W sbrhpa„gjLf !
joLf st f dgpot /!Ui f !jn gspv&f e!pqf sbrjpo!x jirlf of bodf W f !t bo' Lz!p jd f t f !joLf st f drjpot P
.b!beejypo -!d f !FyLf otjpo!xjrrief dsf btf W f !pa„gjLf !wvdl !ubWd!btt pdjbLf e!xjd W f !UIbe!
Cvtjof t t Qbd /!Ui f !FyLf otjpo!xjrribrrpx !wvdl t !ubv&f #h!gpn W f !f bt Lf so!gpsgpo!pgd f !
Qbd !Lp!sf n bjo!potjLf !x i f o!ubv&f #h!x f t L+!boe!bv�pje!joLf Ebdgpo!xjd !ubWd!po!Cvol f s!
I jrriSpbe!boe!N pvoLbjo!Tuf f LA
.h grjtbypot !Lp!d f !Usjbe!Cvt jof t t !Qbsl ' !Lf sof st vyrrfi!Bsf b
Bt ! pv ujof e!jo! d jt !sf gpa+! d f !dpot uvdgpo! pg d f ! P ra! H sf f of cpsp! S pbe! FyLf of jpo! x jrrh
f of bodf ! d f ! pqf sbgpo! boe! t bo' Lz! po d f ! t vsspvoejoh! spbex bz! of uc pd /! Ui jt ! x jrrh
joi f sf oue! cf of gel d f ! pqf Ebopot ! x jd jo! d f ! Qbd ! cz! gspvyef ! t bo' s! boe! n psf ! f Wdjf oil
ub\4 rhp!boe!gpn W f !tjLf /!Ui f !FyLf otjpo!brinp!brrpx t !tjLf !ubWd!rp!sf n bjo!potjLf !x i f o!
ub\4 roh! rp! boe! gpn ! of t gobgpot ! x jd jo! d f ! Ulbe! Cvtjof t t ! Qbd ! jLt f rg! Ui jt ! x jrrh
f of bodf !joLf sobrlpgf sbgpot N i jrfi!sf rp \goh!pa„gjrf !dpohf t gpo/
Ui f ! FyLf of jpo! x jrrkgspvyef ! bef r vbLf ! bddf t t ! rp! d f ! gt Wsf !f bt Lf so! gpsrjpo! pg d f ! Ulbe!
Cvtjof t t Qbd /!X jd pvdd f !FyLf otjpo -!d f !n blpILz!pgtjLf !ubWd!gpn !d f !f bt Lf so!gpajpo!
po d f !Qbd ! x jrrh b\Af ! rp! ubv&f ft spvhi ! d f !joLf st f dgpo! pg N bd f d Tuf f d bd Cvol f s! I jrrh
Spbe /! Ui jt !joLf st f dgpo!jt ! bogdjgbLf e! rp! pqf sbLf ! bd bo! vobddf grbcrfi! rfiv&f r-hpo t f snjdf !
voef s!d jt !t df oblp!)n psf !jog)sn bgpo!dbo!cf !g)voe!jo!d f !DbgbdjLZ!Bobmtjt !t f dgpo!pg
0jt! sfgpsLt/!Uijt !jt !fygfdLfe!fWo!xjd ! df! sfdfodjngsp v&fnfod!poUJQ!S.3722 /!Bt!
qsf vypvt re! ejt dvt t f e -! d f ! rbdl !pod f ! FyLf of jpo! x jrdbrtnp! sf t vrdjo!jodsf bt f e! ubv&f rhjn f !
boe!ef rbz!g)s!ba„g dLf e!tjLf !ubWd /!Ui f sf g)sf -!d f !gtLvsf !dpot uvdgpo!pgd f !sf n bjoef s!pg
d f !Ulbe!Cvtjof t t Qbd !jt !f odvn cf sf e!x jd pvdd f !f yJ otjpo!pgPra!Hsf f of cpsp!Spbe /!
Ui f !Ulbe!Cvtjof t Qbd !i bt W f !bcj*!rp!tf ad W f !Lf sof stvyrrfn!bsf b!xjd !Ipc!hspx d -!
jodsf bt f e! rby! cbt f -! boe! p\4 Ebnif dpopn jd! of W rpgn f oLl Bt ! qsf vypvt re! ejt dvt t f e -! d f !
dpot wvdgpo!pgd f !Pra!Hsf f ot cpsp!Spbe! FyLf otjpo!xjrrif of bodf !d f !tvsspvoejoh!bsf b!
x jd !jn gspv&f e! spbex bz dbgbdju' -! pqf sbgpo -! boe! t bo' u' /! Ui f sf g)sf -! d f ! FyLf otjpo! x jrrh
t f ad !bt Mcf of gUrp!d f !Lf sof st vyrrfn!bsf b/
CB(25! 24.165 P re!Hsf f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f od6!Fyf dvg4 !Tvn n bsz jw

DAVENPORT
Sf dpn n f oebgpot
Ui f !f yJ of jpo! pg P ra! H sf f of cpsp! S pbe!jt !sf dpn n f oef e! Lp! f of bodf ! u f ! pqf sbgpo! pg
u f ! t vsspvoejoh! spbex bz! of uc pd ! cz! sf evdjoh! pggjLf ! LEbWd! boe! I f f qjoh! tjLf ! LEbWd!
xjd jo!d f !tjLf / Ui f !FyLf otjpo!xjrrtgspvyef !bef rvbLf !bddf tt !Lp!d f !giursf !f bt tf so!gpajpo!
po d f ! Ulbe! Cvt jof t t ! Qbd ! boe! f of bodf ! pot jof ! pqf sbgpot /! lVbt un-! d f ! FyJ of jpo! jt !
bogdjgbLf e! Lp! cf of geld f !t vsspvoejoh! bsf b!x jd !jn gspv&f e! u1JWd! pqf sbgpot ! boe!t bl u'!
x i jrfi!brtlp!t vggpajoh!giursf !f dpopn jd!hspx d /!Ui f !sf dpn n f oef e!dspt t !t f dgpo!g)s!d f !
f yJ of jpo!jt ! d sf f ! rbof t ! o! pof ! d spvhi ! rbof !jo! f bdi ! ejsf dgpo! boe! b! uc p.x bz! rfig,l Lvso!
roof /
Dpotjt tf odxjd W f !glps!t urez!dpoevdLf e!cz!EBVAFOQPSU!g ) s!d f !Ulbe!Cvtjof t t !Qbd !
jo! 3118-! df! g )rrpxjoh!jngspv&fnfod!bsf!sfdpn nf oef e!g)s!0f!Qspgptfe!Bdditt!bd
Cvol f sll jirtSpbe;
• Tjhobrjri bgpo
• B!t pvd cpvoe!lhi Uurso!rbof xjd !261!l f dpgt rpsbhf
• Tf gbsbLf !Ihi Uboe!rfiglurso!f hsf t t !roof t
Ui f ! joLf st f dgpo! p j P ra! H sf f of cpsp! S pbe! bd Cvt jof t t ! Qbd ! Elv&f ! t i pvre! cf ! gisd f s!
f \AbrmbLf e!g)s!jn gspv&f n f oLt !bt !d f !U4be!Cvtjof t t !Qbd !dpoyovf t !ef v&f rpgn f odporpLt !
boe!jgPra!Hsf f of cpsp!Spbe!f yJ otjpo!jt !jn grfin f oef e/
Jjof f of e -!d f !giursf !joLf sdi bohf !pgNbdz!Hspv&f !Spbe!bUJ51!Cvtjof tt!dbo!cf !gisd f s!
f \AbrmbLf e!jo! d f ! gtLvsf ! x i f o!jdjt !jo! pqf sbgpo! rp! cf of sl of Lf sn jof ! f yqf drf e! pqf sbgpo!
boe!boz!of f et /
Ui f !sf dpn n f oef e!jn gspv&f n f opt !bsf !ef gjdLf e!jo!ghvsf !21!pgd f !sf gp9J
CB(25! 24.165 P re!Hsf f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f od6!Fyf dvg4 !Tvn n bsz w

DAVENPORT
Tv n n bsz!boe!Dpodrut j po
Ui f UIbe!Cvtjof t t !Qbd !jt !rpdbLf e!pggN pvorbjo!Tuf f Uboe!Cvol f s!I jrrtSpbe!jo!Hvjrg)se!
Dpvou' -!OD/ Ui f !qbd !dporbjot !pv&f s!411!bdsf t !xjd !25!joevt L�brhpd boe!EBVAFOQPSU!
qsf vypvt re! qsf gbsf e! b! Usbot gpsrbypo! ,h gbdd Bobretjt ! )LLB*! g)s! d f ! tjLf ! jo! 3118/! B!
gpsypo! p j d f ! x f t Lf so t jef !pod f ! qbd !jt ! of v&f rpqf e! boe! d f !sf n bjoef s! pg d f ! qbd !jt!
dvssf oue!voef W rpgf e /!Bddf t t !jt !dvssf oue!gspvyef e!cz!Pre!Hsf f of cpsp!Spbe! boe! brfip!
cz!Cvt jof t t Qbd !Egv&f N i jdi !joLf st f dot N jd !N pvorbjo!Tuf f tw
Ui jt ! t uiez! x bt ! dpoevdLf e! rp! gspvyef ! bo! f \Abrmbypo! po d f ! gpLf oybrff yLf of jpo! po Pre!
Hsf f of cpsp! Spbe! d spvhi d f ! Ulbe! Cvtjof t t ! Qbd rp! Cvol f s! I jrrh Spbe /! Pre!
Hsf f of cpsp! Spbe! soot ! d spvhi ! d f !x f t Lf so! t jef ! po d f ! qbd ! boe! dvssf oue! Lf sn jobLf t !
x f t upob!t of bn !of bs!d f !df orf s!pgd f !tjLf /!Ui f !gspgpt f e!f yLf otjpo poPre!Hsf f of cpsp!
Spbe!xjirlf yLf oe!jdgpn !j Lt !f yjt yoh!f bt Lf so!Lf sn jovt rp!Cvol f sH jrrtSpbe/
EBVAFOQPSU!x bt !sf rbjof e!rp!ef Lf sn jof !d f !f gg dot !xjd !boe!xjd pvd d f !f yLf otjpo!jo!
grbdf ! sf rbLf a rp! ubWd! pqf sbypot -! spbex bz! dbgbdjLz-! LEb\4 rhgn f -! boe! t bo' Lz/! Ux p!
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0 DAVENPORT
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0 DAV EN"ORT
6/1 Dbgbdjuz!Bobnatjt
6/2 Nf wf ripdTf s\ydf !Fwbnabypo!DsjLf I
Ui f !Usbot gpsbypo!Sf t bsdi !Cpbseit !I j h i x bz!Dbgbdju'!Nbovbrfi)I DNIvyrjrif t !b!Lf sn !
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CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 34
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CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 34

0 DAV EN"ORT
6/3 Ejt dvt t jpo!pdSf t vrnt !
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jn gsp\Af n f opt ! jo! grbdf ! gpn ! d f ! glps! 3118! t Lvez! x i jdi ! jodmef ! tjhobrjribypo -! b!
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evloh!d f !QN !qf bl /
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jn gspv&f !d f !IVPT!boe!bddpn n pebrf !gtLvsf !LEbWd!\Aprmn f t/
CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 35

DAV EI'sPORT
Nbdz!Hspwf !Spbe!bUPre!Hsf f of cpsp!Spbe
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d f !BN !boe!QN !qf bl t -!sf t of dq\Af re/!
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vodi bohf e!jo!d f !t df oblp!x jd !d f !f yrf otjpo!jo!grhdf / Bt !ejt dvt t f e!jo!d f !N f d peprphz!
t f dypo!pdd jt !sf gpsL+!cyWsf !ubgjd!\Aprmn f t !bald jt !jorf sdi bohf !x f sf !f t yn brf e!cz!vtjoh!
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boe!boz!of f et /!
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bogdjgbrf e!evloh!d f !BN !qf bl ! boe! IVPT!E!evloh!d f !QN !qf bl / Bt !ejt dvt t f e!xjd !d f !
f bt Lcpvoe!sbn qt -!d jt !jorf sdi bohf !dbo!cf !gtaj f s!f \Abrmbrf e!jo!d f !gt vsf !j jof df t t ba /!
N pvorbjo!TLd f UbUN bdz!Hsp4 !Spbe!Sbn qt
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N pvorbjo!Tuf f Uboe!N bdz!Hsp\Af !Spbe /!,b!d f !t df oblp!xjd pvdd f !f yrf otjpo- !IVPT!D!jt !
bogdjgbrf e!jo!d f !BN !qf bl !boe!IVPT!B!jo!d f !QN !qf bl /!X jd !d f !f yrf otjpo!jo!grhdf -!r-ht t !
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C6 (25! 2 4. 16 5 Ulbe!Cvt jof t t !Obsl !o!P re! Hsr f of cpsp!Spbe!FyJ otjpo!Bt t f t t n f o 36

i DAV EFFORT
6/4 Nfi d rtpdTf &v df !Tv n n bsz
Ubcrfi! 6/3 t vn n bl{ f t u f ! rfi\Af rig pd t f sn df ! bobret jt ! bd u f t Lvez! jod st f dypot /
,bLf stf dypot W bdjn gsp\Af !xjd !Of !dpot rsvdypo!pdd f Tro!Hsf f otcpsp!Spbe!Fyrf otjpo!
bsf !t i bef e jo!zf rrpx /!
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D )29/8*
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C!)25/8* B!)21 *
F!)6: /7*
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(B(25! 24.165 Ulbe!Cvt jof t t !Cbsl !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 37

0 DAV EN"ORT
7/1 Cf of dot !p jd f !Pre!Hsf f of cpsp!Spbe!FyLf of jpo
Ui jt ! t f dgpo! ejt dvt t f t ! Of ! cf of jLt ! pg u f !Pre! H sf f of cpsp! S pbe! FyLf of jpo! boe jd
jn gbdd !po!spbex bz!dbgbdjLz- !ubv&f Nn f - !boe!t bl Lz/
7/2 DbgbdjLy-!pjSpbex bz!Of Lx psl
Bt ! t i px o! jo! d f ! dbgbdjLz! bobretjt ! sf t vrd -! d f ! t vsspvoejoh! spbex bz of uc pd ! jt !
bogdjgbLf e!Lp!cf !bdps!of bs!dbgbdjLz!jo!gtLvsf !cvjre!dpoejgpot /!Xjd !d f !f yLf otjpo!pgPre!
Hsf f of cpsp!Spbe -!tjLf ubWd!xjrftf ! bcrfi! Lp!sf n bjo!potjLf !vtjoh! d f !f yLf otjpo!x i f o!
ubv&f rja)h! rp! boe! gpn ! d f ! x f t u )t f f ! Fyi jcjd B */! X jd pvd d f !Pre! Hsf f of cpsp! Spbe!
FyLf otjpo -!tjLf !ubWd!xjrrii b\4 !rp!ubv&f rlpo!Cvol f s!I jiftSpbe!d f o!rp!Npvorbjo!Tuf f ULp!
sf bdi ! of t gobgpot ! rp! d f ! x f t d! Ui f sf g)sf -! d f ! FyLf of jpo! i f rqt ! sf ro W ! dpohf t gpo! po!
pa„gjrf ! spbex bzt ! boe!joLf st f dgpot ! cz! I f f qjoh! d f ! Ugbe! Cvtjof t t ! Qbd ! ubWd! potjLf P
Ui jt !sf t vrd jo!jn gspv&f e!rfiv&f rfpgt f sn df !g)s!d f !g)rrpx joh!jorf st f dgpot ;
• N bd f UTuf f dbdCvol f sH jrriSpbe )NPT!F!rp!NPT!D*
• Cvol f s!I jrrtSpbe!bdQspgpt f e!Bddf t t )IVPT!C!rp!NPT!B*
• N pvorbjo!Tuf f dbdCvtjof t t !Qbd !Elv&f QJgbe!Qbd lFoubodf )IVPT!F!rp!IVPT!E*
• Npvorbjo!Tuff UbUNbdz!Hspv&f !Spbe!Sbn qt )NPT!D!rp!IVPT!C*
Beejgpobrrz-! d f ! of x ! J51! Cvtjof t t !joLf sdi bohf ! bd N bdz! Hspv&f ! Spbe! d bd x jrnccf !
dpot uwdLf e! x jd ! LLQ! V.3911 ! gspvyef t ! bo!jef brtbddf t t ! rp! d f !joLf st rbLf ! g)s! uwdl ! u�bWd!
u�bv&f rja)h!rp!boe!gpn W f !UMbe!Cvtjof t t lQbd /!Ui f !of ydof bsf t djoLf sdi bohf !xjd !d51!jt !
rpdbrf e! bd Tboez! Sjehf ! S pbe -! f bt d po d f !tjLf /! Ui jt !joLf sdi bohf ! dvssf oue!f yqf If odf t !
dbgbdjLz!ef gdjf odjf t !boe!jt !bogdjgbLf e!rp!x pst f o!jo!gtLvsf !dpoejgpot !bt !ubWd!\Aprun f t !
dpogovf!rp!hspxPUi fsfg)sf- !df! FyLf ofjpo!xjrrhgspvyef!b!n psf!ejsfdelbdditt!rp!df!
joLf st rbLf ! g)s! Ugbe! Cvtjof t t ! Qbd ! ubWd! boe! ejv&f at tjLf ! ubWd! gpn d f ! dpohf t tf e!
joLf sdi bohf !bdTboez!Sjehf !Spbe/
7/3 Usbd rtUj n f
Bt !t i px o!jo!Fyi jcjdB -!tjLf !ubWd!L�b\4 oh!rp(.Wn W f !x f t dgpn W f !f bt Lf so!gpsypo!pg
d f !U4be!Cvtjof t t lQbd !xjrricf !spvLf e!bspvoe!d f !tjLf !xjd pvdd f !Pre!Hsf f of cpsp!Spbe!
FyLf otjpo /! Ui jt ! sf t vrd ! jo! beejgpobr -hLEb\ f rhejt rbodf -! u�bv&f r-hgn f ! boe! f n jt tjpot ! g)s!
ba„g dLf e! t j Lf ! ubWd /! Tj Lf ! ubWd! x jrrhbv&f rtbo! beef gpobftjt rbodf ! pg bggspyj n bLf M!2/36!
n jr-ht ! xjd pvd d f ! FyLf of jpo! boe! cbt f e! po! Tjn UEbWd! n pef rh sf t vrd -! x jrrh i b\4 !
bggspyjn bLf re! tjy! n jovLf t ! p j beejgpobrh u�bv&f rh On f P Bobretjt ! sf t vrd ! t i px ! d bd
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ejt Lbodf - !boe!f n jt t jpot /!
&sd f sn psf -! tjodf ! pa„gjLf ! joLf st f dgpot ! xjrrhf yqf If odf ! jodsf bt f e! ubWd! xjd pvd d f !
FyLf of jpo -! d jt ! x jrrh jodsf bt f ! d f ! of rbz -! u�bv&f rh On f -! boe! f n jt t jpot ! bd ba„g dLf e!
joLf st f dgpot !g)s!cpd ltjLf !ubWd!boe!cbdl hspvoe!ubWd/
CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 38

0 DAVENPORT
7/4 Tbgf uz!6!1 jhi x bz.SbjrtHsbef !Dspt t joht H
Ui f Pra!Hsf f of cpsp!Spbe!FyLf otjpo!x pvra!brrpx !g)s!wvdl !ubWd!rp!bvpje!d f !i jhi x bz.
sbjr- hhsbef ! dspt tjoh! po! CvoI f s! I jrrhSpbe /! Ui it ! dspt tjoh! jt ! rpdbLf e! kit d t pvd ! pod f !
joLf st f dypo! bd N pvorbjo! Tuf f Ll! Ui f ! dpoupftf vydf t ! bd d it ! dspt t joh! dpot it d po bdyv&f !
gbt i joh! sf e! rjrhi d ! boe! hbLf t ! boe! b! sbjrEpbe! dspt tjoh! tjho! )Dspt t cvdl -! S26.21 it !
gspvyef e! bd Of ! dspt tjoh /! V beejypo -! be\Abodf ! x bsojoh! tjhot! )X 21.21 boe! hsbef !
dspt tjoh!gbv&f n f odn bd joht !bsf !gspvyef e!jo!be\Abodf !pod f !dspt tjoh/
Bt !ejt dvt t f e!jo!d f !N f d peprphz!t f dypo!pod it !sf gpa+!26& !potjLf !ubWd!x bt !bt t vn f e!
rp!u#bvAfrt Wn !Of ! xftdpo! Npvorbjo! Tuf fdboe 151 &!xbt!bttvnfe!rp!ubvAfrt Gjpn !
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CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 39

0 DAV EN"ORT
7/5 Tbgf uz!o!Hf of sbm
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CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 3:

0 DAV EN"ORT
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0 DAVENPORT
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CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 43

0 DAVENPORT
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CB(25! 24.165 Ulbe!Cvtjof t t !Cbsi !o!P re!Hsr f of cpsp!Spbe!FyLf otjpo!Bt t f t t n f ou 44

July 1, 2015
KERNERSVILLE FIRE RESCUE
Fire Marshal's Office
Post Office Drawer 728 • Kernersville. North Carolina 27285 -0728
Mr. Jeff Hatling
Director of Community Development
Town of Kernersville
Mr, Hatling:
This letter shall serve as a statement in support of the effort to establish a stream
crossing and continue Old Greensboro Road from its current dead -end and through
the eastern portion of the Triad Business Park to Bunker Hill Road.
Without a crossing, the eastern portion of the business park is essentially cut -off
from the western portion and emergency response times are extended beyond
nationally recognized standards. In order to respond to the eastern portion of the
park without a stream crossing, fire apparatus will be forced to travel W, Market
Street outside the city limits to Bunker Hill Road as opposed to traveling a
continuous route on Old Greensboro Road and remaining within current Kernersville
city limits. This is a more direct route and would enable the fire department units to
respond within appropriate time frames and provide emergency medical and/or
emergency fire services as needed. Extended response times effect the Insurance
Services Office ratings of the fire department and have a negative effect on
insurance rates in the areas of extended response times.
It is my opinion that the stream crossing will enable our department to better serve
the occupancies within the eastern portion of the park thereby providing timely
emergency services; protecting lives and reducing property loss. The proposed
crossing is within the best interest of public safety.
Please contact me if you need further information or have any questions.
Respectfully,
Bruce Hennequin
Fire Marshal
Kernersville Fire Rescue
Telephone [phone] • Fax [phone]

Kernersville Police Department
Scott A. Cunningham
Chief of Police
June 25, 2015
Mr. Jeff Hatling
Director, Community Development
Town of Kernersville
Mr. Hatling,
Post Office Box 728
Kernersville, NC 27285
Phone: [phone]
Fax: [phone]
I am writing in support of the project to establish a roadway across the stream near the
current dead -end of Old Greensboro Road. Continuing the roadway across the stream will
have immediate and definite benefits for the citizens regarding public safety.
The proposed road continuance, which requires the stream to be crossed, will provide better
access into the general area. It will allow for more frequent and efficient patrols by personnel
of the Kernersville Police Department (KPD). Officers will have quicker response times to
the immediate area and to the Macy Grove /421 interchange area. This would enhance
general service to the area it would allow for a second ingress /egress route as opposed to
the current one way in/out situation.
As Chief of the Kernersville Police Department, i am interested in and will support any and
all efforts to increase the safety of our community and our citizens. I believe this roadway
expansion and stream crossing is essential and beneficial.
Please feel free to contact me if I can be of further assistance in this or any other public
safety matter.
Respectfully,
'S�cg� �f 2
Scott A. Cunning h.D.
Chief of Police
Kernersville Police Department
134 E. Mountain Street • Kernersville, North Carolina, 27284
www.toknc.com
110"JI-1
' • A Nationally Accredited Law Enforcement Agency

Schematic Design Estimate Summary- TBP Road Extension Exhibit 2 Bridge
Recap - With Taxes and Insurance ,Indirect Costs are Spread Group 1: Divisions
Group 2: Minor ItemCode Groups
Estimator
Project Size: 0 SF
I Description TotalCost
01 -General trades
Design
64,635.44
Pre - Construction Services
17,972.96
Project Management and Coordination
130,274.18
Construction progress documentation
6,389.01
Quality control
42,593.37
Temporary utilities
3,194.50
Construction facilities
13,257.19
Construction aids
2,129.67
Project identification
661.53
Cleaning
7,458.74
Closeout submittals
* Total 01 - General trades
288,566.58
02 - Sitework
Mitigation Fees
247,618.71
Site demolition
7,217.98
Site clearing
34,607.12
Grading
222,859.02
Erosion and sedimentation control
194,420.38
Water distribution
170,554.52
Sanitary sewers
Storm drainage
440,504.93
Flexible pavement
639,270.11
Curbs and gutters
65,873.31
Sidewalks
58,024.95
Fences and gates
21,464.40
Retaining walls
Bridge Structure
2,129,668.70
Lawns and grass
47,917,55
*Total 02 - Sitework
4280,001.67
21 - Contingency
Other construction
159,725.15
* Total 21 - Contingency
159,725.15
Total Estimate
4,728,293.41
...109 039 THP Exhibit 2 B Bridge.est Page 1 3/17/2015 09:38 AM

Conceptual Design Estimate Summary- TBP Road Extension Exhibit 1
Recap - With Taxes and Insurance ,Indirect Costs are Spread
Estimator:
Project Size : 0 SF
I Description Quantity 'UM TotalCost
01 -General trades
Design
64,635.44
Pre - Construction Services
17,972.96
Project Management and Coordination
130,274.18
Construction progress documentation
6,389.01
Quality control
42,59137
Temporary utilities
3,194.50
Construction Facilities
13,257.19
Construction aids
2.129.67
Project identification
661.53
Cleaning
7,458.74
Closeout submittals
Total 01 - General trades
288,566.58
02 - Sitework
Mitigation Fees
319,629.20
Site demolition
7,217 -98
Site clearing
43,189.68
Grading
268.245.83
Erosion and sedimentation control
201,796.76
Water distribution
207,243.38
Sanitary sewers
Storm drainage
604,822.72
Flexible pavement 14,596.00 SY
844,789.74
Curbs and gutters
89,978.50
Sidewalks
71,982.80
Fences and gates
21,464,40
Retaining walls
Lawns and grass
53,241.72
" Total 02 - Sitework
2,733,602 -70
21 - Contingency
Other construction
159,725.15
*Total 21 -Contingency
159,725.15
Total Gross Cost
3,181,894.44
Group 1: Divisions
Group 2 Minor ItemCode Groups
109 039 TBP Exhibit 1.est Page 1 2/18/2015 02:15 PM

Conceptual resign Estimate Summary- TBP Road Extension 2 A
Recap - With Taxes and Insurance .indirect Costs are Spread
Estimator:
Project Size : 0 SF
{ Description Quantity UM TotalCost
01 - General trades
Design
64,635.44
Pre - Construction Services
17,972.96
Project Management and Coordination
130,274.18
Construction progress documentation
6,389.01
Quality control
42,593.37
Temporary utilities
3,194.50
Construction facilities
13,257.19
Construction aids
2,129.67
Project identification
661.53
Cleaning
7,458.74
Closeout submittals
" Total 01 - General trades
288,566.58
02 - Sitework
Mitigation Fees
207,612.88
Site demolition
7,217.98
Site clearing
34,607.12
Grading
220,729.35
Erosion and sedimentation control
194,420.38
Water distribution
170,554.52
Sanitary sewers
Storm drainage
531,315.07
Flexible pavement 12,146.00 SY
703,390.38
Curbs and gutters
72,528.53
Sidewalks
58,024.95
Fences and gates
21,464.40
Retaining walls
Lawns and grass
47.917.55
Total 02 - Sitework
2,269,783.11
21 - Contingency
Other construction
159,725.15
" Total 21 - Contingency
159,725.15
Total Estimate
2,718,074.85
Group 1: Divisions
Group 2: Minor ItemCode Groups
109 039 TBP Exhibit 2 A.est Page 1 2!1 81201 5 02:21 PM

Conceptual Design Estimate Summary - TBP Road Extension Exhibit 2 B
Recap - With Taxes and Insurance ,Indirect Costs are Spread
Estimator :
Project Size: 0 SF
I Description
01 - General trades
Design
Pre - Construction Services
Project Management and Coordination
Construction progress documentation
Quality control
Temporary utilities
Construction facilities
Construction aids
Project identification
Cleaning
Closeout submittals
Total 01 - General trades
02 - Sitework
Mitigation Fees
Site demolition
Site clearing
Grading
Erosion and sedimentation control
Water distribution
Sanitary sewers
Storm drainage
Flexible pavement
Curbs and gutters
Sidewalks
Fences and gates
Retaining walls
Lawns and grass
Total 02 - Sitework
21 - Contingency
Other construction
*Total 21 -Contingency
Total Estimate
Quantitv UM TotalCost
64,635.44
17,972.96
130,274.18
6,389.01
42,593.37
3,194.50
13,257.19
2,129.67
661.53
7,458.74
288,566.58
247,618.71
7,217.98
34,607.12
222,859.02
194,420.38
170,554.52
440,504.93
12,146.00 SY 703,390.38
72,528.53
58,024.95
21,464.40
47,917.55
2,221,108.47
159,725.15
159,725.15
2,669,400.21
Group 1: Djvisions
Group 2 Minor ItemCode Groups
109 039 TBP Exhibit 2 B.est Page 1 2/18/2015 02:22 PM

Conceptual Design Estimate Summary- TBP Road Extension Exhibit 3
Recap - With Taxes and Insurance ,Indirect Costs are Spread
Estimator: Bill Wooten
Project Size : 0 SF
Description Quantity UM TotalCost
01 -General trades
Design
64,635.44
Pre - Construction Services
17,972.96
Project Management and Coordination
130,274.18
Construction progress documentation
6.389.01
Quality control
42,593.37
Temporary utilities
3,194.50
Construction facilities
13,257.19
Construction aids
2,129.67
Project identification
661.53
Cleaning
7,458.74
Closeout submittals
76,348.62
' Total 01 - General trades
288.566.58
02 - Sitework
Mitigation Fees
268,610.85
Site demolition
7,217.98
Site clearing
36,545.11
Grading
234,590.88
Erosion and sedimentation control
174,575.33
Water distribution
207,243.38
Sanitary sewers
Storm drainage
477,530.29
Flexible pavement 12,226.00 SY
708,007.54
Curbs and gutters
76,348.62
Sidewalks
61,078.90
Fences and gates
21,464.40
Retaining walls
Lawns and grass
53,241.72
. Total 02 - Sitework
2,322,454.97
21 - Contingency
Other construction
159,725.15
'Total 21 -Contingency
159,725.15
Total Estimate
2,770,746.71
Group 1: Divisions
Group 2: Minor ItemCode Groups
09 039 TBP Exhibit 3.est Page 1 2/18/2015 02 .22 PM

U
NCDENR DM S LETTER

IFWIM
North Carolina Department of Environment and Natural Resources
Pat McCrary
Governor
Division of Mitigation Services
April 23, 2415
Brian Hall
TDO Land Holding, LLC
309 Gallimore Dairy Road
Greensboro, NC 27409
Project: TBP- Old Greensboro Road Extension
Donald R, van der vaart
Secretary
Expiration of Acceptance.: October 23, 2015
County. Guilford
The purpose of this letter is to notify you that the NCDENR Division of Mitigation Services (DMS) is willing to accept payment for
compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this
decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies
as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the
DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations
associated with the proposed activity including G.S. § 143 - 214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. if we have not received a copy of the
issued 404 Permit/401 Certification /LAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will he issued based on
the required mitigation is that permit and payment must be made prior to conducting the authorized work. The amount 0f the in -lieu
fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory mitigation are
summarized in the fallowing table. The amount of mitigation required and assigned to DMS for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
River CU Stream (feet)
Basin Location
Wetlands (acres)
Buffer I Butler If
(Sq. Ft) I (Sq Fs-)
Cold Cool Warm Riparian loon- Riparian Coastal Marsh Randleman
Impact Cape 03030003 0 0 235 0.65 0 0 20,000 13.000
Fear
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be perfvrined
in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information,
please contact Kelly Williams at (919) 707 -8915.
Sincerely, 5644
tStanfill
anagement Supervisor
cc: David Bailey, USACE- Raleigh
Sue Homewood, NCDWR- Winston - Salon
Brad Luckey. agent
1552 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: [phone] l Inremet: WWw.nMep_net
An Cqt al Gpportmmiy k A- 5rmatiae AnoR D iloayar — Made if; Aare from 1_-udad paper

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TBP Boundary
Drawing USGS Topographic Map F
�i
USGS Topograph i c Map Triad Business Park '
Kernersville, NCQuadrangle Kernersville, North Carolina
Dated 1969, ( Fbvi sed 1994 PD FA
No. 1010
{ -
ATTACHMENT #1

ApC
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Drawing 3A USDA Soi Is M ap
USDA Soil Survey of N
Guilford County, Published 1977 Triad Business Park
Sheet Number 19 Kernersville, North Carolina
t t wh ola I (;P { / ! [ � j,6K:
PD No. 1010 ' E
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ATTACHMENT #2

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Drawing 5
FBVIA RRM Panel
Numbers 3710689600K,
3710689500K, 3710780600 &
3710780500J
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Triad Business Park
Kernersville, North Carolina
PB No. 1010
ATTACHMENT #3-
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LEGEND
Approximate Site Boundary
SPa —lAL FLt7OQ HAZARD AREAS (SfHW SUBIEL7 TO
[NLINQATMN eY THE I% ANNUAL CHANCE FLOOD EVENT
� CQASTAL BARRIER ffE5DI1RCE5 SYSTEM (�R.S) AREAS
The I y ail.,, c1 0' Mom I vv-ye r Nmd> 01% kfmmm M "A past T%3m, Is the 11OW "
[—A 3% thanor d 6enp equdd Or er M.W In a q— V-r 11r 9ctls�aI Fled! H—
An4a w Ihn am
wg1lQ N IYAIXIPItl bS' Elie 19r. annual tllan[e mood A�3 d $+[[hr FiOdiS
� OTHERWISE PROI�CTEQ AREAS {QPAS]
I-4Pb irKlWe .zbn- A. AE. AH. A0. AR, A9% Y. ana VE the Base Flpai Ekyahw a the
UPS areas nd r1PAs arttl 10 kevFM wdn,n w adlacenl M 50E W Fbm K4 A-5,
male wrR¢ dewum of [he I%annual d.ar tlklptl.
ZON E R
NO Rwe Flood El6vnw d[et { i,m
- _ —1 merf nnmld..1 W —m
ZONE AF
EASE FWad EFeMldm &tEpaWle �.
Als, Annaµ Cn v r-ram EwI.
ZONE AN
HOW dedlhl df 1 m 3 r� IVOAIN and N t✓ doj9 : 13. Flood Ekv MY
� lY+miupy
nexnnm�d•
one 0 ru�n3n.r
ZONk AQ
Flbod depths of ] m 3 lh Rt -u Orly sqa t NOM m sTaPlny mr61n}. ar ape
..................... c y Apy
,TeMh delcminetl. For mim ut Allu, al Ain Fuld". vSbCi S ahc
13-6 ry nnO.N Spend Fm1 Neunf area A— aM inrda.y
—np `+vim -.I F\xd Nxeid MabA
R7RL AR
5r ut ww NnMld bra M1}M" pN>OLited Frn[n me I% 0v 1 cimm
F?--,. •4M daslhcaknd e�[�r
Apep PP a ITOW [m1-101 *YI'N N 11 Wai AbRiq. DWI% F'�r' iMe AEi
•....`- X13 �^-^+� Brie MAY EIwL I. ��d ra w. NnaVOn n red•
mnloies mar dw roues Tum —=b system b m g '.00,w m PF-da
Fn[IEeCmn RlyrF [[.e 176 waj F1YI h Q tw. FbEd.
IELID171 N ' fW A wIW whw wh+r %0� r.Ann — —t- .n
iCNE A•99
Iv pe P39E�dad Ilmil !s6 annum Aimlo IW1 py a "O-1 FOpl3
ker
. p�s.m..q mMe Nulh Oanerlran 1F3brai pupim d 1986
Lti11E VF
prulatfOV sYY A.em ender mnml.cum; - Ease FNud Elnutlp.3s &t-1
v
COasW FbO k a Ath vSUMV m M (w9Ve lE ); hose-' FIOOa E. dudes
((��
dmnlllner
FLOODWAY AREAS IN ZONE AE
r�
�l Q nan•eo I��
The nwdNay
n [I1e d.amel wa suunin IYus am ad}eeene RpoarYalF arxar. allot must be Ilepl
6�'Nrfear :[artlgem �dam[ed W ft NMI, Aay.yn D4- d
`. k9M {NAD O1
Nmiff t md,IIWMI 9d thal the 1% prmwl C PDM Fpul ah t.! dlil� WIUl t s�=.431
de7p... Dyp� umws� iynwye W—;R qM 6pci ene 17
+11pw15e' F• EOM "K
OTHER F-WD AREAS
SSMrWL pm %AV NmA C— ;lace F,.r eao.tlepte 3vv
I AAT M1 FEET f lP,00iNF RM. are Pyre NAP 83 FAW
W5510% Aratll Cwdaq 5yr..A• nw7r met [Fti mmr nr0m.l.p1
LONE M'
kF OF 0:G: anwal LMnte Fkilk'' dk bF ant Mndal thin[! Fk.W wlrh
ode ae �1np166 Or 41-A man I IAdI W with NMMW 01H 5 lff men 1 VWNIe
Ns[Arrn�ln...... <2n..r....l
NabpW Qe� wnq tr�cn m.m iio• nr.e allnmalp. rea
li.�i and ai eas wot os d W I-- Arm 15l anm.d dunce Food
&M5510
(� IEL�IIavx. 76m�aa¢ri
ETHER AREAS
hifS59 GE5 !-S:m 1Nnlol Cer.rp WITS w Ca.todo- Esm[snm
Ei1r153 }pa NCFFta HerA ula'AS Im. n.O.G nnnttWkn .�
MISX
Amu Eel—rn was WMs 11n d-'A.e L68 m.n2libffpen•
�1
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Drawing 5
FBVIA RRM Panel
Numbers 3710689600K,
3710689500K, 3710780600 &
3710780500J
F NOT TO 934E
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L
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Triad Business Park
Kernersville, North Carolina
PB No. 1010
ATTACHMENT #3-
P d A
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` p FLAG NUM BI3F;S INFO
Perennial Stream WETLAND FLAGS= 1 ////////I
Wetlands STREAM/ POND FLAGS= I ////////I
SA 1 -57 I Bag Number Stream Flags= 67
Pond Rags= 0
DP -1 ■ Data Point Location Wetland Rags= 130
Total Rags= 197
W131 -10 -
SaL 1-57
" -Ft
WAA 1 -92 +
+ - _ DP -2 ■ ,
Surveyor
Locate Pond
DP- z _
5
WA 1 -28
4-
SAA 1 -11
L
WAA 1 -92
S41-57 THE LOCAII ONS OF UR SDI cn ONAL FEATURES S-IOWN ON THIS MAP AFE APWOXI MATE THEY HAVE .
BEEN VERIFIED BY M R DAVID BAILEY WITH THE USACEAND MS SUE HOM EWOOD WITH THE NCDE P,
�r
+ -, .• _ DWRON MAY 15, 2014. THEY HAVE NOT BEEN SJRZV=.
Ike
Drawing 6 Project Area Delineation Map
N
2010 Aerial Photograph Triad Business Park
;..�- Guilford County GIS Old Greensboro Fbad Extension
Kerners011e, North Carolina .
4
ATT)N&EM0 #4

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OVERALL
E-XHIMT7A
EMA
Al l At_,ri1VlEENT-#�,
w, c war aaw.n
wv.ev� rm nom,
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EMA
Al l At_,ri1VlEENT-#�,

/ W . , .. • yam' .
�M1 _
CL 4, 5TppAF- a • - y. I , �.
F1881C• M FACE - • `/'
PERMANENT STREAM
`1. ``, ,` ++ `•. IMPACT = 190 LF y+
- -`n'
SEE-5rf,�ET LIET-1
x FOR STI�1 BAM
• ' • . -� RESTORATION
fto o ........
tQf,ftn bayl• 1 I J °' I `��,a
TEMPORARY STREAM
: rPf .' IMPACT = 45 LF
ra 1�•8a [
INV p1JT "8 8A5�. ~� r
, l l`,■ 5 1 •'� �, •` -"x
SEAL
'1 F•`
y
t ! r r t . ■ a ', ■` _ 15849
ti2r� f r I t 1 a ■ ■ •1 L • � :•
IN FEET JUNE 10, 2015
1 Inch = 40 n.
01-14
VECINITY MAP /1
SCALE 1" = 2009'
STREAM 5LS1-;R IT"IPACTS
WNE I IS20E& 5F
ZCNE 2 = 10.455 5F
TEMF. STREAM IMPACT& = 45 LF
PERM. STREAM ITTPACTS = 1W LF
TEMP. U ETLAND IMPACTS e Z6 AC.
PEfid't WETLAND IMPACTS 059 AC.
Triad Business Park
Old Greensboro Road Extension
Kernersville, NC
STREAM AND
WETLAND IMPACTS
W/RETAINING WALL
SS -1 (EXH2)
ATTACHMENT #6

920
1 16
1 +00
PAUffiR
v _ -- ----- - - -- -
jj
_...- _..- ...... .. .... .. ..... ........
]:
. _._
: -• :.:.:.: . -
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::__ ..: -------- ------
....... -� .! _,
I:
� ::.: . .. . .:.:: .. :
STREAM CROSSING
GRAPI41C 5GALE
b 0 IV .10 w WC
IN FEET
I rrch . 40 ft
ii
North
3 I. KEEP CLEARING AND EXCAVATION OF STREAM BAN95 AND BED TO A AINIMUAf.
j+ 2. INSTALL U �PUMP AND UrrE TO PUMP FLOW FROM AREA UPSTREAM OF
1 REM PUMPING AND TO AREA PLIMPnING WHI E OF W TMNN AREA.
STREAM LIA1 TS.
3. rNSrAL� UPSTREAM COFFER DAM. CONSTRUCT �qA5 WI TN CLASS 8 Sir W
jjj AND LYk7kYLENE FABRIC. COYER PIPE 1NGE IYI fN FABRIC AND 5AAN7 BAGS,
4. INSTALL DOWNSTREAM COFFER OAM TO PREVENT BACX FLOW INTO CONSTRUCTION AREA.
S. INS TALL TEMPORARY SILT FENCE AND w r FENCE STONE OUTLETS ALONG TOP OF
BANK ON EACH SIDE OF THE CONSTRUCTION AREA PER PLANS.
6. INS TALI. DEWATERING BASIN OR SILT BAG AT TOP Of SAW. DENA TER CONS TRWTION
AREA BETWEEN COFFER DAMS USING THE BASIN OR SILT BAG.
7. INSTALL PIPE PER PLANS AND CONSTRUCT ENERGY DISSIPATOR.
& UPON COMPLETION OF CONSTRUCTION, REMOVE COFFER DAMS.
& CONSTRUCT RETAINING WALLS AND FILL FOR ORiVEWAY.
Triad Business Park
,,,,,,rirb,,,,
cARo , �% •.
.oFessro'.
:a SEMI. p�s
158D9 _
JUNE 10, 2015
Old Greensboro Road Extension
Kernersville, NG
STREAM AND
WETLAND IMPACTS
W/RETAINING WALL
SS -2 (EXH2)
ATTACHMENT #7