20190614 Ver 1_NWP Supporting Documentation_20190507

Nationwide Permit Request
Supporting Documentation
Cameron General Contractors
Greensboro Proposed Resort Lifestyle Community
Greensboro, Guilford County, North Carolina
May 6, 2019
Terracon Project No. 71187511
USACE Action ID No. SAW -2018-01939
Prepared for:
David Bailey
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Applicant:
Bob Lewis
Cameron General Contractors
7101 S. 82nd Street
Lincoln, Nebraska 68516
Consultant:
Patrick Korn
Terracon Consultants, Inc.
2701 Westport Road
Charlotte, North Carolina 28206

Nationwide Permit Request Supporting Documentation U _
Proposed Resort Lifestyle Community ■ Greensboro, North Carolina . m rr�rcn
May 6, 2019 ■ Terracon Project 71187511
Table of Contents
1.0
INTRODUCTION..............................................................................................................................1
1.1 Project Location..................................................................................................................1
1.2 Description of Proposed Project.........................................................................................
2
1.3 Existing Site Conditions......................................................................................................
3
2.0
PRACTICABLE ALTERNATIVES ANALYSIS............................................................................... 3
2.1 Project Purpose and Need..................................................................................................4
2.2 Development of Alternatives...............................................................................................
4
2.3 Alternatives Conclusion and Finding of LEDPA..................................................................
5
3.0
IMPACTS TO WETLANDS AND WATERS OF THE UNITED STATES........................................5
4.0
MITIGATION.................................................................................................................................... 6
5.0
OTHER ENVIRONMENTAL CONSIDERATIONS..........................................................................6
5.1 Zoning.................................................................................................................................
6
5.2 Soils....................................................................................................................................6
5.3 Water Quality......................................................................................................................
7
5.4 Stormwater..........................................................................................................................7
5.5 Floodplains..........................................................................................................................7
5.6 Protected Species...............................................................................................................
8
5.7 Cultural Resources..............................................................................................................8
5.8 Noise...................................................................................................................................
9
5.9 Air Quality..........................................................................................................................10
5.10 Traffic and Transportation.................................................................................................
10
6.0
REFERENCES...............................................................................................................................11
Attachments:
List of Exhibits
Exhibit 1 Site Location Map
Exhibit 2 Monroe, NC-USGS Topographic Map
Exhibit 3 USGS NHD / USFWS NWI Map
Exhibit 4 USDA NRCS Soils Map
Exhibit 5 1998 Infrared Aerial View
List of Appendices:
Appendix A PCN and Permit Drawings
Appendix B Delineated Aquatic Resources
Appendix C Water Quality and Storm -water Calculations
Appendix D Protected Species
Appendix E Cultural Resources Coordination
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Nationwide Permit Request Supporting Documentation W
Proposed Resort Lifestyle Community ■ Greensboro, North Carolina . % r r moo, 4omcn
May 6, 2019 ■ Terracon Project 71187511
1.0 INTRODUCTION
The approximate 11.79 -acre project site is located at 5300 High Point Road, Tract 4, in
Greensboro, Guildford County, North Carolina. (See Exhibit 1 - Site Location Map). The applicant,
Cameron General Contractors, is requesting a Nationwide Permit (NWP), for the unavoidable
impacts to waters of the U.S. (WoUS) to support the development of a senior living facility.
The site currently contains a total of 1,664 -linear feet (0.35 -acres) of streams, and 0.07 -acres of
wetlands. Terracon Consultants, Inc. delineated the WoUS on the site on August 7, 2018 and
submitted a Jurisdictional Determination Request (SAW- 2018-01939) to the United States Army
Corps of Engineers (USAGE) on September 18, 2018. Upon review of the request, the USACE
accompanied Terracon Personnel at the site on November 2, 2018 to verify the accuracy of the
delineation. The USACE provided Terracon with recommendations to revise the location of the
wetlands. The revisions representative of the requested changes are shown in Appendix B.
The applicant proposes to construct a senior living facility. The facility will consist of a central
living area at the core of the building as well as two wings, which will contain apartment units. The
facility will be equipped with asphalt pavement for parking and perimeter access around the
exterior of the facility. Avoidance and minimization of impacts to WoUS was a major goal during
the site design process; however, impacts to wetlands was unavoidable while meeting the project
purpose. The proposed wetland impacts consist of 0.06 -acres of wetland fill (0.04 acres of
emergent wetlands and 0.02 acres of linear wetlands), which will be permanently impacted by the
construction of parking garage. The proposed parking garage is to be constructed on the western
side of the proposed facility, which will minimize the footprint of the development while providing
adequate parking. The parking garage prevented the need to impact the approximately 335 linear
feet stream located on the northern portion of the site. Permit drawings depicting impacts to
aquatic features are included in Appendix A.
1.1 Project Location
The Proposed Resort Lifestyle Community property is an 11.79 -acre tract of land located at 5300
High Point Road, Tract 4, in Greensboro, North Carolina. The project site is located northwest of
the intersection of High Point Road and Alamance Road. The approximate center of the review
area is located at 36.0203970N, -79.8834080W. This site is identified on the Guilford County
Geographic Information System (GIS) mapping service as Parcel No. 7832786157.
The project site currently consists of open cleared and maintained undeveloped land. It is
bordered on the north by a vacant commercial facility, to the east by Alamance Road followed by
a wooded area, High Point Road, and residences. To the south of the project area is High Point
Road followed by residences. West of the project area is cleared maintained land, Reddick's
Creek, wooded areas and few residences. The site is located within the Deep River watershed
[Hydrologic Unit Code (HUC) 03030003]. The site location map, United States Geologic Survey
(USGS) topographic map, United States Department of Agriculture (USDA) Soils, United States
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Proposed Resort Lifestyle Community ■ Greensboro, North Carolina %rr4�cn
May 6, 2019 ■ Terracon Project 71187511 1 slam
Fish and Wildlife Services -National Wetlands Inventory (USFWS-NWI), and aerial photograph
maps are included as Exhibits 1-5 (attached).
Ecoregions are units of land which consist of geographically similar assemblages of
environmental conditions, species and natural communities. The project site is a part of the
Piedmont (2.1 Level III) ecoregion of North Carolina. This transitional region consists of varying
landforms which are intermediates between the mountainous landforms to the northwest, and the
relatively flat landform to the southeast. Historically, the Piedmont region contained predominantly
oak -hickory -pine forest, which was dominated by white oak (Quercus alba), southern red oak
(Quercus falcata), post oak (Quercus stellata), and hickory (Carya spp.), shortleaf pine (Pinus
echinata), loblolly pine (Pinus taeda), and Virginia pine (Pinus virginiana) and on monadnocks
(Uwharries) chestnut oak (Quercus prinus). Natural plant communities are still common in this
region, but a large portion has been converted planted pine monoculture, or has returned to
successional mixed pine -hardwood woodlands (Griffith et al., 2002).
The project site is located within the Southern Outer Piedmont [Level IV (45b)], which is a
subdivision of the piedmont ecoregion (Level III). This ecoregion's physiography is dissected
irregular plains, some low rounded hills and ridges; low to moderate gradient streams with mostly
cobble, gravel, and sandy substrates. The geology is primarily Quaternary to Tertiary clay,
micaceous clay, sandy clay and sandy saprolite, with rock outcrops and joint -block boulders;
Precambrian to Paleozoic schist, gneiss, granite, metavolcanic rock, amphibolite, metagabbro,
metadiorite, phyllite, and quartzite. The soil orders include Ultisols (Kanhapludults, Hapludults,
Kandiudults), Alfisols (Hapludalfs); on floodplains Inceptisols (Dystrudepts) and Entisols
(Udifluvents, Fluvaquents). The common soil series include Cecil, Appling, Madison, Pacolet; on
more mafic rocks Wilkes, Mecklenburg, Iredell, Enon, Davidson, Lloyd, Winnsboro; on floodplains
Chewacla, Toccoa, Enoree, and Cartecay. The natural vegetation in this region is made up of
mixed oak forests and oak -hickory -pine forest. Mostly white oak, southern red oak, black oak,
mockernut and pignut hickories, some Virginia pine and shortleaf pine; on more mesic sites
beech, northern red oak, tulip poplar, red maple (Griffith, et al., 2002).
1.2 Description of Proposed Project
The Proposed Resort Lifestyle Community project will involve the construction of a senior living
facility. The facility will consist of a central living area at the core of the building as well as two
wings, which will contain apartment units. The facility will be equipped with asphalt pavement for
parking and perimeter access around the exterior of the facility. A proposed parking garage is to
be constructed on the western side of the proposed facility. The construction of the parking garage
will permanently impact a 0.06 -acre headwater wetland.
The proposed project is expected to commence upon the USACE's and North Carolina
Department of Environmental Quality's (NCDEQ's) approval of this NWP request.
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1.3 Existing Site Conditions
The majority of the project site consists of open maintained cleared land, and wooded areas.
Based on review of historical aerial photographs, the project location has been maintained cleared
land since at least 1937.
The 11.79 -acre site contains a cumulative total of 1,664 -linear feet (0.35 -acres) of non -wetland
waters, 0.07 -acres of wetlands, and 11.37 -acres of upland. The non -wetland waters consist of
unnamed tributaries, which merge with Reddick's Creek on the western portion of the site and
continue to flow south. The tributaries within the project site generally follow the existing
topography, which slopes toward the south.
Aquatic features on the site include:
• An unnamed tributary Stream 1 (1,329 -linear feet / 0.29 -acres) which flows from north to
south and merges with Reddick's Creek.
• An unnamed tributary Stream 2 (335 -linear feet / 0.06 -acres) which flows east to west
into Stream 1.
■ A headwater wetland (0.07 -acres) which drains into Stream 1.
The delineated boundaries, including size and location, of the on-site aquatic features are
depicted in Appendix B. This depiction has not been officially verified by the USACE, however it
is based on revised wetland locations recommended by the USACE during a field verification visit
conducted on November 2, 2018.
2.0 PRACTICABLE ALTERNATIVES ANALYSIS
As a component of the permit applications to discharge dredged or fill material into WoUS, the
USACEs required to analyze and evaluate alternatives to the proposed project that could achieve
its purpose and need. The USACE conducts this analysis pursuant to two main requirements:
■ The 404(b)(1) Guidelines (Guidelines) associated with the CWA of 1972, Federal
Register, 40 CFR Part 230, and
■ The USACE Implementation Procedures for the NEPA of 1969, Federal Register,
33 CFR Part 325, Appendix B.
The alternatives analysis should include the applicant's purpose and need, identification of
alternatives, and evaluation of alternatives for practicability. Under Section 404(e) of the CWA,
the USACE can issue general permits to authorize activities that have minimal individual and
cumulative adverse environmental effects. The proposed project meets the conditions of
Nationwide Permit #39 — Commercial and Institutional Developments and the proposed impacts
represent a minimal individual effects.
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Proposed Resort Lifestyle Community ■ Greensboro, North Carolina . b woman
May 6, 2019 ■ Terracon Project 71187511
2.1 Project Purpose and Need
The purpose of this project is to construct a senior living facility, adequate parking and roadways,
and a stormwater management infrastructure that can adequately support the proposed facility.
The need for the proposed project is to provide housing for seniors.
2.2 Development of Alternatives
Based on the CWA 404(b)(1) Guidelines associated with the CWA of 1972, (40 CFR Part 230),
there is a presumption that alternatives exist which do not affect special aquatic sites. The
alternatives for the proposed project were developed based on the purpose and need and site
selection criteria established for the project. The planning included consideration of a no -action
alternative, alternatives sites, and onsite alternatives. The On-site Design Alternative is the
preferred alternative.
2.2.1 No -action Alternative
The no -action or no -build alternative would prevent the project from being completed either
through no federal decision or by not conducting the proposed project. The no -action or no -build
alternative was rejected because it does not meet the project purpose.
2.2.2 Alternative Sites
The applicant evaluated multiple sites. The chosen site was the only site that met economic,
buildability, and safety criteria for the project. Safety and security was a primary consideration in
the site selection process for the assisted living facility.
2.2.3 Onsite Design Alternatives
Once the site was chosen, alternative site designs were evaluated to minimize impacts to
wetlands and WoUS. A vacant facility located north of the project area is considered to be a
historic preservation site. The onsite design alternatives included maintaining view corridors of
the historic structure by minimizing visual obstructions.
2.2.4 Chosen Design Alternative
In an effort to identify reasonable practicable alternatives for the onsite design alternatives, the
project engineer, Bowman Consultants, coordinated with Cameron General Contractors and
Terracon Consultants, Inc. to develop a design that avoids and minimizes impacts to WoUS while
meeting the project purpose and need. Based on the location of WoUS, including wetlands, in
proximity to the project area and the placement of the senior living facility, all of the reasonable
site designs evaluated would require impacts to WoUS. The proposed site design would result in
0.06 acres of wetland impacts.
The parking garage will reduce the footprint of the development, the impervious surfaces, and
protect water quality. The proposed parking garage is to be constructed on the western side of
the proposed facility, which will minimize the footprint of the development while providing
adequate parking. The parking garage prevented the need to impact the approximately 335 LF
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Nationwide Permit Request Supporting Documentation
Proposed Resort Lifestyle Community ■ Greensboro, North Carolina Yrracon
May 6, 2019 ■ Terracon Project 71187511
stream located on the northern portion of the site. In addition, minimization of impervious surfaces
results in less direct impacts to WoUS.
2.3 Alternatives Conclusion and Finding of LEDPA
Cameron General Contractors has developed this alternatives analysis based on the proposed
relocation of the proposed senior living facility. The alternatives analysis included evaluation of
no action alternatives, alternative sites, and onsite alternatives to avoid and minimize impacts to
wetlands and WoUS. Reasonable and practicable alternatives that accomplish the overall project
purpose have been evaluated. Additionally, the information included in the analysis supports the
rebuttal of the practicable alternatives presumptions. In consideration of the project purpose and
need and alternatives evaluated, the On-site Design Alternative (Preferred) represents the Least
Environmentally Damaging Practical Alternative (LEDPA).
3.0 IMPACTS TO WETLANDS AND WATERS OF THE UNITED
STATES
Jurisdictional wetlands and WoUS are defined by 33 C.F.R. § 328.3(b) and are protected by
Section 404 of the CWA (33 U.S.C.A. § 1344), which is enforced by the USACE, Wilmington
District in North Carolina. The locations and sizes of the WoUS that were identified on the project
site are depicted in Appendix B. The depicted WoUS were delineated by Terracon Consultants
and have not been verified by the USACE, however it is based on revised wetland locations
recommended by the USACE during a field verification visit conducted on November 2, 2018.
Permit drawings depicting the proposed wetland impacts on the site are included in Appendix A.
Total impacts addressed in this application include permanent impacts to 0.06 -acres wetlands.
This wetland area will be impacted by the construction of a parking garage.
Table 1: Aquatic Resources to be Impacted
Site
Latitude
Longitude
Amount of
Type of
Geographic Authority to
Type of
Number
(*N)
(ow)
Aquatic
Aquatic
which the aquatic resource
Impact
Resources
Resource
"may be" subject (i.e.
to be
Section 404 or Section
Impacted
10/404
Wetland A
36.020335
-79.883206
0.04 acres
Wetland
Section 404
Permanent
Fill
Linear
36.020408
-79.883212
0.02 acres
Wetland
Section 404
Permanent
Wetland
Fill
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May 6, 2019 ■ Terracon Project 71187511
4.0 MITIGATION
Section 404 of the Clean Water Act (CWA) requires permits for the discharge of dredged or fill
material into WoUS, including wetlands. Jurisdictional wetlands and WoUS are defined by 33
C.F.R. § 328.3(b) and are protected by Section 404 of the CWA (33 U.S.C.A. § 1344), which is
enforced by the U.S. Army Corps of Engineers (USAGE), Wilmington District in North Carolina.
The proposed impacts associated with the project do not conflict with Section 23(c) of the 2017
Nationwide Permit General Conditions. No mitigation is proposed because the project will not
result in more than 1/10 -acre of discharge of dredged or fill material into WoUS, including
wetlands.
5.0 OTHER ENVIRONMENTAL CONSIDERATIONS
5.1 Zoning
Land use involves the management and modification of land into built environments. Zoning
ordinances are established by municipalities to direct future growth and development in order to
serve the general welfare by keeping certain land uses in proximity to one another. At a meeting
on November 20, 2018, The Greensboro City Council approved the request to rezone the property
located at 5300 High Point Road into six tracts (see Appendix D). The project area is located
within Tract 4, and shall be limited to uses permitted in the R, RM, and TN districts and shall be
further conditioned as follows:
■ The number of residential units in Tract 4 shall not exceed 130 units with a
maximum building height of three stories.
■ Additionally, uses shall be limited to multi -family (Elderly).
■ Chain link fencing is prohibited.
■ No garages or storage buildings shall be located between High Point Road and
the principal structure.
■ Vinyl or stucco material are prohibited on all exterior building elevations.
5.2 Soils
Data from the USDA NRCS Web Soil Survey was reviewed to identify soil types on the project
site (See Exhibit 4). The USDA NRCS has mapped two different soils on the project site as
indicated in Table 1 below:
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Nationwide Permit Request Supporting Documentation
Proposed Resort Lifestyle Community ■ Greensboro, North Carolina
May 6, 2019 ■ Terracon Project 71187511
Table 2: Except from the NRCS Web Soil Survey
�fri �cT1
-This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map
unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils
may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up
dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform.
-Acreages are approximate only.
-AOI= Area of Interest
5.3 Water Quality
The site is located in the Deep River watershed (HUC 03030003). The aquatic features on the
site generally drain into Reddick's Creek. Reddick's Creek flows south for approximately seven
miles before discharging into the Deep River. Water from the Deep River eventually flows into the
Cape Fear River which eventually drains to the Atlantic Ocean.
The Deep River watershed is located in Guilford, Randolph, Chatham, Lee, Moore, Montgomery,
and Alamance County, and consists primarily of the Deep River and its tributaries. The Deep
River watershed is located within the Cape Fear River basin, which covers a drainage area of
9,164 square miles in North Carolina. The proposed project will not result in more than minimal
degradation of water quality, which will be minimized through the use of stormwater treatment
structures.
5.4 Stormwater
During construction, the activities on the site would potentially result in impacts to waterbodies
located downstream. The primary impact would be a temporary increase in sedimentation. The
proposed project erosion and sediment control plan is designed to limit potential sedimentation
during construction. The construction stormwater permit will be obtained in accordance with
NCG01 construction storm water NPDES permit effective August 1, 2016, prior to land
disturbance. The proposed project has stormwater management plans, which have been
reviewed by NCDEQ. The Stormwater Calculations are included in Appendix C.
5.5 Floodplains
The Flood Insurance Rate Map (FIRM) for the site, obtained from the Federal Emergency
Management Agency (FEMA) Flood Map Service Center (MSC), was reviewed. According to the
FIRM (Map Number 3710783200J dated 06/18/07), the site is within an area of minimal flood
hazard.
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Map unit syrnbal
Map urdt name
Rating
Acres in Abi
Percent of ACH
EnB
Encn fine sandy loam 2
[o 5 perce rd slopes
0
4-4
37.2%
EnC
En refine sandy loam 6
to 10 pecent stapes
0
7.4
62.8%
Totals far Area of ki6arest
11.8
100.49E
-This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map
unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils
may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up
dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform.
-Acreages are approximate only.
-AOI= Area of Interest
5.3 Water Quality
The site is located in the Deep River watershed (HUC 03030003). The aquatic features on the
site generally drain into Reddick's Creek. Reddick's Creek flows south for approximately seven
miles before discharging into the Deep River. Water from the Deep River eventually flows into the
Cape Fear River which eventually drains to the Atlantic Ocean.
The Deep River watershed is located in Guilford, Randolph, Chatham, Lee, Moore, Montgomery,
and Alamance County, and consists primarily of the Deep River and its tributaries. The Deep
River watershed is located within the Cape Fear River basin, which covers a drainage area of
9,164 square miles in North Carolina. The proposed project will not result in more than minimal
degradation of water quality, which will be minimized through the use of stormwater treatment
structures.
5.4 Stormwater
During construction, the activities on the site would potentially result in impacts to waterbodies
located downstream. The primary impact would be a temporary increase in sedimentation. The
proposed project erosion and sediment control plan is designed to limit potential sedimentation
during construction. The construction stormwater permit will be obtained in accordance with
NCG01 construction storm water NPDES permit effective August 1, 2016, prior to land
disturbance. The proposed project has stormwater management plans, which have been
reviewed by NCDEQ. The Stormwater Calculations are included in Appendix C.
5.5 Floodplains
The Flood Insurance Rate Map (FIRM) for the site, obtained from the Federal Emergency
Management Agency (FEMA) Flood Map Service Center (MSC), was reviewed. According to the
FIRM (Map Number 3710783200J dated 06/18/07), the site is within an area of minimal flood
hazard.
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Nationwide Permit Request Supporting Documentation
Proposed Resort Lifestyle Community ■ Greensboro, North Carolina .�f r4�cin
May 6, 2019 ■ Terracon Project 71187511
5.6 Protected Species
Terracon personnel evaluated the project site for potential habitat of federally threatened and
endangered species via desktop review and during their site visit in September 2018. Table 2
below lists the species, which were evaluated as part of the Habitat Assessment, and compliance
with the Endangered Species Act.
Table 3: Union Countv Threatened/Endanaered Species
Group
Listed Species
Federal Status
Flowering Plants
Small Whorled Pogonia (Isotria medeoloides)*
T
Schweinitz' Sunflower (Helianthus schweinitzii)*
E
Source: USFWS Raleigh Ecological Services Field Office List of Endangered Species, Threatened Species, Federal
Species of Concern, and Candidate Species, Guilford County, North Carolina, updated December 10, 2018
E = Endangered
T = Threatened
*=Protected Plant Species List: North Carolina Department of Agriculture and Consumer Services, effective
December 1, 2010
The project area was screened for critical habitat using the Information for Planning and
Consultation (IPaC) system and no critical habitats were identified at the project location (see
Appendix D). Potential habitat for the Schweinitz' Sunflower (Helianthus schwinitzii) and Small
Whorled Pogonia (Isotria medeoloides) are present on site, the species were not identified on the
site during the survey in September 2018.
The site was surveyed within the optimal survey window for Schweinitz' Sunflower, which is from
May through October, and the species was not observed. The cleared upland areas within the
site may be considered suitable habitat for Schweinitz' Sunflower and large expanses of suitable
habitat for this species is located throughout its range. Although potentially suitable habitat occurs
on the site, it is unlikely that Schweinitz' Sunflower is located on the site. The optimal survey
window for the Small Whorled Pogonia is from May to October, it flowers earlier in the season
from May to June. Habitat for this orchid consists of older hardwood stands of beech, birch, maple,
oak, and hickory that have an open understory. Sometimes it grows in stands of softwoods such
as hemlock. It prefers acidic soils with a thick layer of dead leaves, often on slopes near small
streams. Based on review of element occurrences in the North Carolina Natural Heritage Program
there are no known populations within or immediately adjacent to the site. Onsite occurrences of
Small Whorled Pogonia were not observed.
The proposed project is "not likely to adversely affect" Schweinitz' Sunflower and Small Whorled
Pogonia because the site was surveyed during the recommended search window and these
species were not observed.
5.7 Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on
Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800,
Terracon has begun coordination with the North Carolina State Historic Preservation Officer
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(NCSHPO) requesting information as to whether archeological resources/historic sites and
structures and areas of scientific significance may be present on the site.
Terracon submitted a review request to NCSHPO for the proposed senior living facility, on
December 7, 2018, to determine whether archeological resources/historic sites and structures
and areas of scientific significance (such as paleontological resources, artifacts, fossils,
archaeological resources, or historic properties that are valued for scientific study or research,
including areas set aside for scientific research) may be present at the site.
On January 17, 2019, NCSHPO issued a determination letterforthe proposed senior living facility.
Their findings state that the project area is located within the boundaries of the Pilot Life Insurance
Headquarters (GF1234) which is a property placed on the State Study List in 2007 and a
contributing resource with the Pilot Life -Sedgefield Historic District (GF2993), determined eligible
for listing in the National Register of Historic Places in 1990. In this determination letter, NCSHPO
has determined that the projects size and location will result in an adverse effect to the historic
property and district. The NCSHPO determination letter is included in Appendix E.
Following the issuance of the determination letter, Mr. Craig Taylor, a representative from KSL
Sedgefield Pilot, LLC, the current property owner, held on on-site meeting with Mr. Mitch Wilds
and Ms. Jenn Brosz from NCSHPO to discuss the future development of the property. During the
site meeting they walked the property and discussed the viewshed which will minimize the visual
impacts to the Pilot Life Insurance Headquarters building from High Point Road. Based on an e-
mail from Mr. Craig Taylor they seemed comfortable with the viewshed and did not seem to think
there was an "adverse effect" to the buildings. Following this on-site meeting, Terracon spoke with
Katie Harville, an Environmental Review Specialist from NCSHPO, she requested that we provide
them with photographs showing the area of potential effect and site plans that should include the
proposed building footprint, parking, landscaping, etc. to further evaluate the potential adverse
effect.
Upon the completion of this coordination with NCSHPO, Terracon will forward the final
determination letter to the USACE.
5.8 Noise
Noise ordinances are laws which regulate the duration, type or amount of noise produced by
residents, commercial, or industrial facilities. These regulations are put in place by local
government in order to keep the residents comfortable by avoiding unwanted sound within the
community.
The proposed project would result in minor increases of noise during construction. Construction
of the proposed project is not expected to involve "unreasonably loud and/or disturbing noise" and
would therefore be acceptable. The increased noise levels are not expected to interfere with
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Nationwide Permit Request Supporting Documentation
Proposed Resort Lifestyle Community ■ Greensboro, North Carolina .�rc
May 6, 2019 ■ Terracon Project 71187511
sleep, concentration, communication, or recreation. Short-term acoustical environment changes
will not result in an adverse effect to the surrounding community.
5.9 Air Quality
The EPA provides air quality data for air pollutants that are regulated by the Clean Air Act which
include: particle pollution, carbon monoxide, sulfur dioxide, ground -level ozone, lead, and nitrogen
dioxide. This data is compiled from multiple air monitoring stations across the Nation. The quality
of air is then categorized by the air quality index (AQI) which is based on the level of health
concern.
Air quality monitors in Greensboro, NC collect information on ground -level ozone and particle
pollution concentrations. Information regarding carbon monoxide, sulfur dioxide, nitrogen oxides,
and lead was not readily available in this area.
5.10 Traffic and Transportation
The North Carolina Department of Transportation (NCDOT) provides Annual Average Daily Traffic
(AADT) information generated by the Traffic Survey Group (TSG) at locations along North
Carolina highways. AADT maps are published to analyze and support planning, operation,
construction, maintenance, design, and research activities required to manage the transportation
system.
Davenport conducted a Transportation Impact Analysis (TIA) study for the proposed development
on the project site on November 15, 2018 (see Appendix G). The objective of this analysis was to
identify traffic impacts of the proposed development as well as any roadway improvements
needed to accommodate these impacts. The proposed development is planned to include 130
units for a senior living facility. Based on the ITE Trip Generation Manual (10th Edition), this facility
has a trip generation potential of 497 daily trips, 26 AM peak hour trips and 33 PM peak hour trips.
Based on the capacity analysis, the existing roadway network is expected to have adequate
capacity for this development. It is expected that the development of the senior living facility will
be a low traffic generator.
Responsive ■ Resourceful ■ Reliable 10

Nationwide Permit Request Supporting Documentation Co.,Proposed Resort Lifestyle Community ■ Greensboro, North Carolina f r=cn
May 6, 2019 ■ Terracon Project 71187511
6.0 REFERENCES
Griffith, G.E., Omernik, J.M., Comstock, J.A., Schafale, M.P., McNab, W.H., Lenat, D.R.,
MacPherson, T.F., Glover, J.B., and Shelburne, V.B., 2002, Ecoregions of North
Carolina and South Carolina, (color poster with map, descriptive text, summary tables,
and photographs): Reston, Virginia, U.S. Geological Survey (map scale 1:1,500,000).
Information for Planning and Consultation, U.S. Fish and Wildlife Services, Asheville Ecological
Services Field Office.
Available at: http://www/fws.gov/nc-es/es/county/fr.html
Accessed in September, 2017 and March, 2018.
North Carolina Department of Agriculture and Consumer Services. (2010, December). Protected
Plant Species List.
Available at: http://www.ncagr.gov/plantindustry/plant/plantconserve/plist.htm
Accessed November, 2016.
NC Division of Water Quality. 2010. Methodology for Identification of Intermittent and Perennial
Streams and their Origins, Version 4.11. North Carolina Department of Environment and
Natural Resources, Division of Water Quality. Raleigh, NC.
North Carolina Wildlife Resources Commission. (2014, February). Protected Wildlife Species of
North Carolina.
Available at:
http://www.ncwildlife.org/Portals/0/Conserving/documents/protected species.pdf
Accessed November, 2016.
United States Department of Agriculture, Natural Resources Conservation Services, Generated
via WebSoilSurvey at http://websoiIsurvey.sc.egov.usda.gov/App/HomePage.htm.
Responsive ■ Resourceful ■ Reliable 11

Exhibits
Site Location Map
Monroe, NC-USGS Topographic Map
USGS NHD / USFWS NWI Map
USDA NRCS Soils Map
1998 Infrared Aerial View

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QParcel Boundary
Wetland Codes
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11
PM MCM Project No. 71187511 USFWS NWI Map EXHIBITNO
Drewn By: Scale: Irerracon
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Checked By: File Path: & 3
Con�uistng F.ng[neers Sclent3sts
100 200 400 JAR Greensboro, Guilford County, North Carolina
d By:
Feet
App—ed Date: 2701 Wesport Road Charlotte NC 28216
JAR August 2018 1 phone'. 704 509 1777 Fax'. 704.509.1888

II .
II -W '--
Legend 4W
Q Project Study Area
N 0 140 280 560
Feet
Source:
USDA-NRCS SOIL SURVEY- GUILFORD COUNTY
DATED: 1977, SHEET 32
Project No.
USDA-NRCS SOIL SURVEY MAP EXHIBIT NO.
71187511
Drawn By:
CBD
Irerracon
5300 nt Road, Tract 4
Greensboro Guilford' County,, North Carolina
Checked By:
CBD
Date:
2701 Wesport Road Chadotte, NC 2821
11704.509.1777 704.509.1888
August 2018

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OParcel Boundary
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Checked
Scale: Irerracon
TP0 AS Shown 5300 High Point Road, Tract 4
checked ey: File Path: Consulting1�ngiueers & 5e3eodste 5
400 JAR Greensboro, Guilford County, North Carolina
Feet Approved By: pate: 2701 Wesport Road Charlotte, NC 28216
JAR August 2018 phone: [phone] Fax: [phone]

Appendix A
PCN Form and Permit Drawings

UWVR
DIM[= of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
September 29, 2018 Ver 3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E -PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https:Hedocs.deq.nc.govNVaterResources/0/edoc/624704/PCN%2OHelp%20File%202018-1-30.pdf (https://edocs.deq.nc.govNVaterResources/0/doc/603610/Pagel.aspx)
A. Processing Information
County (or Counties) where the project is located:"
Guilford
Add additional county
Is this project a public transportation project?"
p Yes p No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
1a. Type(s) of approval sought from the Corps:"
❑ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?"
© Nationwide Permit (NWP)
❑ Regional General Permit (RGP)
❑ Standard (IP)
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits.
All required items that are not provided in the E -PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP number been verified by the Corps?"
p Yes p No
Nationwide Permit (NWP) Number:
Add additional NWP
NWP Numbers (for multiple NWPS):
List all NW numbers you are applying for not on the drop down list.
1d. Type(s) of approval sought from the DWR:"
check all that apply
❑ 401 Water Quality Certification - Regular
❑ Non -404 Jurisdictional General Permit
❑ Individual Permit
39 - Commercial/Institutional Developments
❑ 401 Water Quality Certification - Express
❑ Riparian Buffer Authorization
1e. Is this notification solely for the record because written approval is not required?

For the record only for DWR401 Certification: 0 Yes Q No
For the record only for Corps Permit: 0 Yes p No
1f. Is this an after -the -fact permit application?"
0 Yes Q No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program.
0 Yes Q. No
Acceptance Letter Attachment
Click the upload button or drag and drop files hereto attach document
Upload
FILE TYPE MUST BE PDF
1h. Is the project located in any of NC's twenty coastal counties?"
0 Yes Q. No
1j. Is the project located in a designated trout watershed?"
0 Yes Q No
Linkto trout information: http://www.saw.usace.army.miI/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
(http://www. saw. u sace. a rmy. m i l/Missions/Regulatory-Permit-Prog ram/Agen cy-Coo rdi n ation/Trout. aspx)
B. Applicant Information
1a. Who is the Primary Contact?"
Mary C. Murray
1b. Primary Contact Email:"
[e-mail]
1d. Who is applying for the permit?"
❑ Owner
(Check all that apply)
1e. Is there an AgentlConsultant for this project?"
Q Yes 0 No
2. Owner Information
2a. Name(s) on recorded deed:"
KSL Sedgefield Pilot, LLC
2b. Deed book and page no.:
2c. Responsible party:
(for Corporations)
2d. Address"
Street Address
5790 Fleet Street
Address Line 2
1c. Primary Contact Phone:"
(xxx)xxx-xxxx
[phone]
© Applicant (other than owner)
City State / Province / Region
Postal /Zip Code Country
92008 USA

2e. Telephone Number:"
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:"
Mitch. [e-mail]
Add another owner
3. Applicant Information (if different from owner)
.............................................................................................................................................
3a. Name:"
Bob Lewis
3b. Business Name:
(if applicable)
Cameron General Contractors
3c. Address"
Street Address
7101 S. 82nd Street
Address Line 2
City State / Province / Region
Lincoln INE
Postal /Zip Code Country
68516 JUSA
3d. Telephone Number:" 3e. Fax Number:
[phone] F-
(xxx)xxx-xxxx (xxx)xxx-xxxx
3f. Email Address:"
[e-mail]
4. Agent/Consultant (if applicable)
...................................................................................................................
4a. Name:"
Mary C. Murray
4b. Business Name:
(if applicable)
Terracon Consultants
4c. Address"
Street Address
2701 Westport Road
Address Line 2
City State / Province / Region
Charlotte INC
Postal /Zip Code Country
28208 JUSA
4d. Telephone Number:" 4e. Fax Number:
[phone] F-
(xxx)xxx-xxxx (xxx)xxx-xxxx

4f. Email Address:"
mary. m [e-mail]
Agent Authorization Letter"
Please provide the Agent Authorization Letter if you are submitting this document.
Upload
signed agent authorization form. pdf (/Forms/hand lers/downloadattachment.ashx?req=Down Load&ai... 55.18KB X
FILE TYPE MUST BE PDF
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:"
Greensboro Proposed Resort Lifestyle Community
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:"
Greensboro
2. Project Identification
2a. Property Identification Number: 2b. Property size:
(tax PIN or parcel ID) (in acres)
7832786157 11.79
2c. Project Address
Street Address
15300 High Point Road, Tract 4
Address Line 2
City State / Province / Region
Greensboro INC
Postal /Zip Code Country
27407 JUSA
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based
on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the
decimal place.)
Latitude:"
36.020397
ex: 34.208504
3. Surface Waters
Longitude:"
-79.883408
-77.796371
3a. Name of the nearest body of water to proposed project:"
Reddick's Creek
3b. Water Resources Classification of nearest receiving water:"
ATRELIFA
Surface Water Lookup (https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e 125ad7628f494694e259c80dd64265)
3c. What river basin(s) is your project located in?"

Cape Fear
Add another river basin
3d. Please provide the 12 -digit HUC in which the project is located."
030300030105
River Basin Lookup (http://ncdenr.maps.arcgis.com/apps/Publicinformation/index.html?appid=ad3a85aOc6d644aOb97cdO69db238ac3)
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:"
project site currently consists of open cleared and maintained undeveloped land. It is bordered on the north by a
ant commercial facility, to the east by Alamance Road followed by a wooded area, High Point Road, and residences. To
south of the project area is High Point Road followed by residences. West of the project area is cleared maintained
1, Reddick's Creek, wooded areas and few residences.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?"
O Yes O No O Unknown
4d. Attach an 8 112 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Click the upload button or drag and drop files hereto attach document
Upload
USGS Topo.pdf (/Forms/handlers/down loadattach ment.ashx?req= Down Load&aid= 1 14765&authkey... 2.82MB
File type must be pdf
4e. Attach an 8 112 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Click the upload button or drag and drop files here to attach document
Upload
71187511_Soils Map. pdf (/Forms/handlers/downloadattachment.ashx?req=Down Load&aid= 114766... 814.95KB
File type must be pdf
4f. List the total estimated acreage of all existing wetlands on the property:
0.07 acres
4g. List the total estimated linear feet of all existing streams on the property
(intermittent and perennial)
11,664 linear feet
4h. Explain the purpose of the proposed project:"
purpose of this project is to construct a senior living facility, adequate parking and roadways, and a stormwater
agement infrastructure that can adequately support the proposed facility. The need for the proposed project is to
ide housing for seniors.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:"
Proposed Resort Lifestyle Community project will involve the construction of a senior living facility. The facility will
isist of a central living area at the core of the building as well as two wings, which will contain apartment units. The
ility will be equipped with asphalt pavement for parking and perimeter access around the exterior of the facility. A
posed parking garage is to be constructed on the western side of the proposed facility. West of the parking garage will
a storm water management infrastructure.
X
X

4j. Please upload project drawings for the proposed project.
Click the upload button or drag and drop files here to attach document
Upload
100192 - Greensboro Wetland Permit Drawings 2019-01-03.pdf (/Forms/handlers/downloadattachm... 3.61 MB
File type must be pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?"
O. Yes O No Q Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?"
Q Preliminary Q Approved O Not Verified Q Unknown Q N/A
Corps AID Number:
Example: SAW -2017-99999
SAW -2018-01939
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): ITimothy O'Halloran & Mary C. Murray
Agency/Consultant Company: Terracon Consultants
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR.
n review of the request, the USACE accompanied Terracon Personnel at the site on November 2, 2018 to verify the
Tracy of the delineation. The USACE provided Terracon with recommendations to revise the location of the wetlands
ted on-site. The revisions representative of the requested changes are shown in Appendix B.
5d1. Jurisdictional determination upload
Click the upload button or drag and drop files here to attach document
Upload
SAW- 2018-01939 - Greensboro PRLC JD Package_REVISED.pdf (/Forms/handlers/downloadattac... 7.34MB
File type must be PDF
6. Future Project Plans
6a. Is this a phased project?"
Q Yes Q No
X
X
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related
activity? This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction
notification.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
© Wetlands ❑ Streams -tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts

If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
'W" will be used in the table below to represent the word "wetland".
Add
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.060
2g. Total Wetland Impact
0.060
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:"
Alternative designs were considered to minimize impacts to wetlands and WoUS. The original site
plan was redesigned to minimize impacts to existing on-site wetlands as well as minimize land
disturbance during construction. The site plan must meet specific criteria to avoid obstruction of
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:"
my a portion of the parking garage will be impacting the wetlands. Due to the building sight line
striction, this is the most feasible location for the parking garage to have minimal impacts. The
gilding behind on the property behind the project area is considered a historical site, and this the
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Q Yes Q No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
impacted wetlands are under 0.1 acres.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS (https:Hribits.usace.army.miI/ribits_apex/f?
p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:O) website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Q. Yes Q No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a state implemented riparian
buffer protection program, include a plan that fully documents how diffuse flow will be maintained.
2a1 Reason*(?)
2b. Impact type*(?)
2c. Type of W.°
ffW. name"
2e. Forested"
f. Type of
urisdicition* (?)
2g. Impact
area"
Wetland A
Parking garage
P
Headwater Forest =
Headwater Wetlcorps
Yes
0.060
(acres)
Add
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.060
2g. Total Wetland Impact
0.060
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:"
Alternative designs were considered to minimize impacts to wetlands and WoUS. The original site
plan was redesigned to minimize impacts to existing on-site wetlands as well as minimize land
disturbance during construction. The site plan must meet specific criteria to avoid obstruction of
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:"
my a portion of the parking garage will be impacting the wetlands. Due to the building sight line
striction, this is the most feasible location for the parking garage to have minimal impacts. The
gilding behind on the property behind the project area is considered a historical site, and this the
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Q Yes Q No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
impacted wetlands are under 0.1 acres.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS (https:Hribits.usace.army.miI/ribits_apex/f?
p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:O) website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Q. Yes Q No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a state implemented riparian
buffer protection program, include a plan that fully documents how diffuse flow will be maintained.

All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual (https:iideq.nc.gov/aboutldivisions/energy-
mineral-land-resourcesle nergy-mineral-land-permit-gu idancelstormwater-bmp-manual). Associated supplement forms and other documentation shall be
provided.
What type of SCM are you providing?
❑ Level Spreader
❑ Vegetated Conveyance (lower SHWT)
❑ Wetland Swale (higher SHWT)
© Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flow through the buffer
(check all that apply)
For a list of options to meet the diffuse flow requirements, click here
(https://files.nc.gov/ncdeq/Water% 20Quality/Surface / 20Water/ 20Protection/401 /Buffer°/ 20Clarification % 20Memos/Options % 20for% 20Meeting % 20Diffuse % 20Flow% 20Provisi(
Diffuse Flow Documentation
Click the upload button or drag and drop files here to attach document
Upload
Greensboro PRLC SCM Summary.pdf (/Forms/hand lers/downloadattach ment.ashx?req=Down Load... 492.66KB X
File type must be PDF
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?"
Q Yes Q No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?"
Q Yes Q No
To look up low density requirement click here 15A NCAC 02H .1003(2)
(http://reports.oah.state.nc.us/ncac/title % 2015a % 20-%20e nvi ro n me ntal% 20quality/chapter°/ 2002% 20-% 20environmenta1% 20management/subchapter% 20h/15a % 20ncac % 2002
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federallstatellocal) funds or the use of public (federallstate) land?"
p Yes p No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or
Wetland Standards or Riparian Buffer Rules (15A NCAC 2B.0200)?*
Q Yes Q No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water
quality?
Q Yes Q No
3b. If you answered "no," provide a short narrative description.
site will be improved with a senior living facility. No additional development in the project area is
un at this time.

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?"
Q Yes Q No Q N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?"
Q Yes Q No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?"
Q. Yes Q No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?"
Q Yes Q No Q Unknown
5e. Is this a DOT project located within Division's 1-8?"
p Yes p No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
Q. Yes Q No
5g. Does this project involve bridge maintenance or removal?"
Q Yes Q No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf (http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-
SLO PES&apps. pdf)
5h. Does this project involve the constructionlinstallation of a wind turbine(s)?*"
p Yes p No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers,
etc.?
Q Yes Q No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?"
IPaC, Natural Heritage Program, field observations by a qualified scientist.
Consultation Documentation Upload
Click the upload button or drag and drop files hereto attach document
Upload
USFWS IPaC Letter.pdf (/Forms/hand lers/downloadattachment.ashx?req=Down Load&aid= 114770&... 206.65KB
File type must be PDF
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?"
p Yes p No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?"
National Marine Fisheries
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/ (http://gis.ncdcr.gov/hpoweb/)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g.,
National Historic Trust designation or properties significant in North Carolina history and archaeology)?"
Q. Yes 0 No
x

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?"
North Carolina State Historic Preservation Office.
7c. Historic or Prehistoric Information Upload
Click the upload button or drag and drop files hereto attach document
Upload
1631.1—Pilot At Sedgefield_SHPO Sub _5.3.19.pdf (/Forms/handlers/downloadattachment.ashx?req=... 24.02MB
File must be PDF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https:Hmsc.fema.gov/portal/search (https:Hmsc.fema.gov/portal/search)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?"
O Yes p No
8c. What source(s) did you use to make the floodplain determination?"
EMA FIRM Map Number 3710783200J dated 06/18/07
Miscellaneous
Comments
Resort Lifestyle Community project will involve the development of solely Tract 4, by Cameron General Contractors.
remainder of the property is owned by KSL Sedgefield Pilot, LLC and they will be submitting a separate Nationwide
iit for their sanitary sewer project.
Miscellaneous attachments not previously requested.
Click the upload button or drag and drop files hereto attach document
Upload
File must be PDF or KMZ
Signature
❑ By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form,
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'),
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'),
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Appendix B
Delineated Aquatic Resources

PM: MCM 71187511 P Project No. Depiction ofAquatic Resources EXHIBITNO
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Drewn By: Scale:
Irerracon
W E ChecketlByO File Path: AS Shown 5300 High Point Road, Tract 4
cousuistng Eng[neers & ScilmOsrs
0 100 200 400 JAR Greensboro, Guilford County, North Carolina
s Feet App—ed By: Date: 2701 Wesport Road Charlotte NC 28216
JAR Dec. 2018 phone. [phone] Fax. [phone]

Appendix C
Water Quality/Stormwater

Project Summary
Project Name: RLC - Greensboro
Project Area (ft): 514,008 ft
Disturbed Area (ft): 326,700 ft
County:
11.8000 acres Submission Date:
7.5000 acres
Local Jurisdiction: Greensboro
Development Land Use Type: Commercial
Owner Type:
Private
1.3%
Development Activity Type: Development
- New
Designated Downtown Area.
no
34.0%
Nutrient Management Watershed: Randleman Lake
Subwatershed:
Randleman -
Lower
Phosphorus Delivery Zone: Randleman -
Lower
Nitrogen Delivery Zone:
Randleman -
Lower
Phosphorus Delivery Factor (%):
100%
Nitrogen Delivery
Factor (%):
100%
Phosphorus Loading Rate Target (Ib/ac/yr):
0.81
Nitrogen Loading Rate Target (Ib/ac/yr):
5.08
Phosphorus Load Target at Site (Ib/yr):
9.59
Nitrogen Load Target at Site (Ib/yr):
59.91
Phosphorus Load Leaving Site w/SCMs (Ib/yr):
6.90
Nitrogen Load Leaving Site w/SCMs (Ib/yr):
28.00
P Offsite Buy -Down Threshold Loading Rate (Ib/ac/yr):
N/A
N Offsite Buy -Down Threshold Loading Rate
N/A
Total P Load Reduction Needed (Ib/yr):
0.00
Total N Load Reduction Needed (Ib/yr):
0.00
P Load Treatment Balance at Site (Ib/yr):
-2.69
N Load Treatment Balance at Site (Ib/yr):
-31.91
P Load Treatment Balance at Lake (Ib/yr):
-2.69
N Load Treatment Balance at Lake (Ib/yr):
-31.91
Nutrient Export Summary
Percent Impervious (for runoff calculation) (%)
Pre -Project
Whole Site
Conditions
Post -Project
Whole Site
without SCMs
Post -Project
Whole Site with
SCMs
Post -Project
SCM -Treated
Area
Post Project
Untreated Area
1.3%
36.7% 36.7% 86.6%
5.6%
Percent Built -Upon Area (BUA) (%)
1.3%
34.0%
34.0%
79.5%
5.6%
Annual Runoff Volume ft3/ r
109,468
678,720
486,165
376,462
109,702
Annual Runoff % Change (relative to pre -D)
0%
520%
344%
Total Nitrogen EMC (mg/L)
2.27
1.41
0.92
0.65
1.87
Total Nitrogen Load Leaving Site (Ib/yr)
15.51
59.91
28.00
15.19
12.81
Total Nitrogen Loading Rate (Ib/ac/yr)
1.31
5.08
2.37
3.35
1.76
Total Nitrogen % Change (relative to pre -D)
0%
286%
81%
Total Phosphorus EMC (mg/L)
0.89
0.23
0.23
0.12
0.58
Total Phosphorus Load Leaving Site (Ib/yr)
6.11
1 9.59
6.90
2.89
4.01
Total Phosphorus Loading Rate (Ib/ac/yr)
0.52
1 0.81
0.58
0.64
0.55
Total Phosphorus % Change (relative to pre -D)
0%
1 57%
13%

SCM/Catchment Summary
SCM rows in red have a data entry error for the SCM that makes an error in the calculation.
SCM ID and Type
Catchment 1
Volume
Reduction (%)
33.84%
TN Out (mg/L)
0.65
TP Out (mg/L)
0.12
TN Out
(lbs/ac/yr)
3.35
TP Out
(lbs/ac/yr)
0.64
TN Reduction
(oho)
67.74%
TP Reduction (%)
48.16%
101: Bioretention with IWS per MDC
33.84%
0.65
0.12
3.35
0.64
67.74%
48.16%
102: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
103: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
Catchment 2
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
201: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
202: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
203: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
Catchment 3
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
301: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
302: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
303: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
Catchment 4
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
401: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
402: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
403: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
Catchment 5
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
501: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
502: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
503: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
Catchment 6
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
601: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
602: NA
0.00%
0.00
0.00
0.00
0.00
0.00%
0.00%
603: NA
0.00%
0.00
0.00
0.00
0.00
1 0.00%
0.00%
SCM rows in red have a data entry error for the SCM that makes an error in the calculation.

Supporting Calculations
R„ = 0.05 + ( 0.009 * 1),
where I = percent impervious (%)
V=Pi* Rv*A*(P/12),
where A = area of catchment (ft)
P = average annual rainfall depth (in)
L=((P*Pi*Rj-(12))*(C*A*2.72)
where L = annual pollutant loading (lbs)
Pi = fraction of rain events that produce runoff (dec)
C = event mean concentration of pollutant (mg/L)
Vout = Vin * (1 - Red)
where V;n = inflow volume (ft')
Red = volume reduction by SCM (%)
Lout = Vout * EMCo„ t * 6.243E-5
where Vo„ t = outflow volume (ft'),
EMCo„ t = effluent median concentration (mg/L)
CATCHMENT 1, SCM 101
Type of SCM:
Bioretention with IWS
per MDC
Area Treated by SCM (ft):
197,600
Percent Impervious of Contributing Watershed (%):
87%
Runoff Coefficient, Rv:
0.83
Inflow Volume (ft):
569,018
Incoming Total Nitrogen Concentration (mg/Q:
1.33
Annual Incoming Total Nitrogen Load (lbs):
47.09
Incoming Total Phosphorus Concentration (mg/Q:
0.16
Annual Incoming Total Phosphorus Load (lbs):
5.58
Total Volume Leaving SCM (ft):
376,462
Outgoing Total Nitrogen Concentration (mg/Q:
0.65
Annual Outgoing Total Nitrogen Load (Ibs):
15.19
Outgoing Total Phosphorus Concentration (mg/Q:
0.12
Annual Outgoing Total Phosphorus Load (Ibs):
2.89
Annual Volume Reduction by SCM (ft):
192,556
Annual Volume Reduction by SCM (%):
34%
Annual Total Nitrogen Reduction by SCM (%):
67.74%
Annual Total Nitrogen Reduction by SCM (lb):
31.90
Annual Total Phosphorus Reduction by SCM (%):
48.16%
Annual Total Phosphorus Reduction by SCM (lb):
2.69

Supporting Calculations
R„ = 0.05 + ( 0.009 * 1),
where I = percent impervious (%)
V=Pi* Rv*A*(P/12),
where A = area of catchment (ft)
P = average annual rainfall depth (in)
L=((P*Pi*Rj-(12))*(C*A*2.72)
where L = annual pollutant loading (lbs)
Pi = fraction of rain events that produce runoff (dec)
C = event mean concentration of pollutant (mg/L)
Vout = Vin * (1 - Red)
where V;n = inflow volume (ft')
Red = volume reduction by SCM (%)
Lout = Vout * EMCo„ t * 6.243E-5
where Vo„ t = outflow volume (ft'),
EMCo„ t = effluent median concentration (mg/L)
CATCHMENT 1
Cumulative Catchment Area (ft):
197,600
Composite Catchment Impervious Surface (%):
Composite Runoff Coefficient, Rv:
Cumulative Runoff Volume (ft 3):
569,018
Composite Total Nitrogen Runoff Concentration (mg/L):
1.33
Annual Total Nitrogen Runoff Load (lbs):
47.09
Composite Total Phosphorus Runoff Concentration (mg/L):
0.16
Annual Total Phosphorus Runoff Load (lbs):
5.58
Total Volume Leaving Catchment (ft):
376,462
Outgoing Total Nitrogen Concentration (mg/L):
0.65
Annual Outgoing Total Nitrogen Load (Ibs):
15.19
Outgoing Total Phosphorus Concentration (mg/L):
0.12
Annual Outgoing Total Phosphorus Load (Ibs):
2.89
Annual Volume Reduction by Catchment (ft):
192,556
Annual Volume Reduction by Catchment (%):
34%
Annual Total Nitrogen Reduction by Catchment (%):
67.74%
Annual Total Nitrogen Reduction by Catchment (lb):
31.90
Annual Total Phosphorus Reduction by Catchment (%):
48.16%
Annual Total Phosphorus Reduction by Catchment (lb):
2.69

Appendix D
Protected Species

1_t
t1"dAW L<L, F
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: December 10, 2018
Consultation Code: 04EN2000-2019-SLI-0202
Event Code: 04EN2000-2019-E-00464
Project Name: Greensboro Proposed Resort Lifestyle Community
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16U.S.C. 1531 etseq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

12/10/2018 Event Code: 04EN2000-2019-E-00464
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws. o� rorrybirds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

12/10/2018 Event Code: 04EN2000-2019-E-00464
Attachment(s):
• Official Species List

12/10/2018 Event Code: 04EN2000-2019-E-00464
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

12/10/2018
Project Summary
Event Code: 04EN2000-2019-E-00464
Consultation Code: 04EN2000-2019-SLI-0202
Event Code: 04EN2000-2019-E-00464
Project Name: Greensboro Proposed Resort Lifestyle Community
Project Type: DEVELOPMENT
Project Description: 5300 High Point Road, Tract 4, Guilford County, Greensboro, North
Carolina. The project area is approximately 11.79 acres, the scope of the
project is to construct a senior independent living center. The facility will
include a central common area and have two wings branching off of both
sides of the central core area and will contain apartments. Surrounding the
structure will be asphalt paved areas for parking and mobilizing around
the exterior of the facility. On the western side of the facility will be a
storm water pond.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/mgps/Tlace/36.02107524063524N79.88217742292969W
Counties: Guilford, NC
6 141.
yid
I
13
Counties: Guilford, NC

12/10/2018 Event Code: 04EN2000-2019-E-00464 3
Endangered Species Act Species
There is a total of 2 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Flowering Plants
NAME STATUS
Schweinitz's Sunflower Helianthus schweinitzii Endangered
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3849
Small Whorled Pogonia Isotria medeoloides Threatened
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/1890
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

Appendix E
Cultural Resource Coordination

® v IAS
P11WUi
P I L T E N V I R N M E N T A L, I N C
May 3, 2019
Ms. Renee Gledhill -Earley
State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Reference: State Historic Preservation Office Inquiry
Pilot at Sedgefield
Approximate 114 Acre Tract
5300 High Point Road
Greensboro, Guilford County, North Carolina
Pilot Project 1631.1
Dear Ms. Gledhill -Earley:
Pilot Environmental, Inc. (Pilot) is requesting your review and comment concerning the potential
effect on historic and archaeological resources associated with the proposed Pilot at Sedgefield
mixed use development on the approximate 114 acre tract located at 5300 High Point Road in
Greensboro, Guilford County, North Carolina. The site is depicted on the attached USGS
Topographic Map (Drawing 1) and aerial photograph (Drawing 2), which identify locations of site
photographs. The site is located within the GF1234-Pilot Life Insurance Headquarters Campus
and GF2993-Pilot Life -Sedgefield Historic District (Drawing 3) and contains buildings previously
associated with the Pilot Life complex, fields and wooded. Photographs depicting general site
conditions are included as an attachment.
The site is proposed to be developed with mixed use commercial, multifamily or senior living
facilities. The owner of the site and applicant for proposed road and utility infrastructure is KSL
Sedgefield Pilot, LLC (KSL). KSL purchased the property in 2008 with the intentions of developing
the site with a senior living complex. However, KSL abandoned their proposed plans for site
development with a senior living complex due to market conditions immediately following their
purchase of the site. Based on market conditions in 2015, KSL opted to facilitate development of
the site by third parties pursuant to the City of Greensboro approved Unified Development Plan
(UDP) dated July 28, 2015 and updated on March 5, 2019 (attached), which establishes the zoning
and permitted uses for the property. KSL recently entered into a contract to sell UDP Tract 4 to
Cameron General Contractors, Inc (Cameron). Cameron is the applicant for UDP Tract 4 for
proposed development with a senior living facility. KSL has also entered into a contract to sell
UDP Tract 2 to another developer for the construction of multifamily housing. KSL intends to
pursue future development for the remaining tracts of the UDP in accordance with the UDP, but
no other tracts are currently under contract.
PO Box 128, Kernersville, NC 27285
www.pilotenviro.com

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
KSL is mindful of the importance of the viewshed between the front of the buildings and High
Point Road to the potential future listing of the Pilot Life buildings on the National Register. In
order to protect this viewshed, KSL intends to create a viewshed easement for the benefit of the
Pilot Life buildings. The viewshed easement is depicted on the attached Exempt PLAT for KSL
Sedgefield Pilot, LLC prepared by Evans Engineering dated April 10, 2019, which will be recorded
before any tracts are sold. The owner of the property containing the Pilot Life buildings will have
the right to control the nature of any construction in the viewshed, as well as the right to maintain
the vegetation within the viewshed. The establishment of the viewshed will protect the Pilot Life
property by preserving the "front lawn" of the Pilot Life buildings and the vista enjoyed when
looking out from the front of the buildings toward High Point Road. The viewshed will also
protect the Pilot Life -Sedgefield Historic District by preserving the visual and spatial relationship
of the Pilot Life buildings to the Sedgefield neighborhood across High Point Road.
Pilot completed a stream and wetland delineation for the site in 2015 (Drawing 4). The
delineation completed by Pilot was not verified by the U.S. Army Corps of Engineers (USACE) or
the North Carolina Department of Environmental Quality— Division of Water Resources (NCDEQ-
DWR). Terracon Consultants Inc. (Terracon) completed a stream/wetland delineation in 2018 for
Tract 4 of the site (attached, Preliminary Site Plan, Dated May 2019, Terracon Project 71187511).
Following the delineations, the pond labeled as PA on Drawing 4 was drained. Due to constraints
with timing, the drained pond basin has not yet been evaluated for streams or wetlands that may
have formed within the bottom of the drained pond basin.
KSL intends to request a USACE Nationwide Permit (NWP) Verification 12 and as applicable a
corresponding NCDEQ-DWR Water Quality Certification (WQC) for the proposed unavoidable
temporary impact to Waters of the US (WoUS) associated with providing sanitary sewer services
to the eastern portion of the site. The first phase of the Pilot at Sedgefield Sewer Improvements
will provide sanitary sewer services to the eastern portion of the site. The attached Sanitary
Sewer Improvements prepared by LKC Engineering, PLLC (dated January 2019) show the locations
of the proposed first phase of the sewer line, pump station and the temporary impacts to WoUS.
With the exception of an aboveground pump station located on the southwestern portion of UDP
Tract 4 and manholes, the proposed sewer line improvements will be buried beneath the existing
ground surface. The proposed pump station will have a vegetative screening buffer planted
within the vicinity of the pump station fencing. The attached Pump Station Landscaping Plan
prepared by LKC Engineering PLLC (dated February 2019) depicts the approximate location and
designated planting of the vegetative screen. The pump station vegetative screen has been
designed to utilize native plantings to the extent possible. Please note, the vegetative screening
may have slight deviations to the location and designated plant species as a result of the sewer
line plan review and approval by the City of Greensboro. However, the applicant expects any
deviations to be minor and insignificant for purposes of determining the effect on cultural or
historical resources. Furthermore, the stream designated as Stream SB (Drawing 4) is subject to
the Randleman Lake Riparian Buffer regulations, thus requiring a minimum 30 -foot non-
disturbance vegetative buffer between the Pilot Life buildings and High Point Road. With the
exception of the proposed sewer line crossings, tree removal within the existing vegetative buffer
2

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
of Stream SB is not proposed to be removed and will further add to vegetative screening of the
pump station to the Pilot Life buildings. Based on the above information, it is our opinion that
the proposed first phase of the Pilot at Sedgefield Sewer Improvements will not result in an
adverse effect to historic or cultural resources. On behalf of the USACE and KSL, Pilot requests
the initiation of Section 106 consultation and review for the proposed first phase of the Pilot at
Sedgefield Sewer Improvements.
The second phase of the proposed Pilot at Sedgefield Sewer Improvements has been
conceptually designed as depicted on the attached Proposed Pump Station Overall Site Map
prepared by LCK Engineering, PLLC (dated February 2019). The second phase of the proposed
Pilot at Sedgefield Sewer Improvements will provide municipal sanitary sewer services to the
western portion of the Pilot at Sedgefield site. However, the second phase of the Pilot at
Sedgefield Sewer Improvements cannot be designed until a stream and wetland delineation has
been completed within the drained pond basin and potential impacts to WoUS can be
determined.
Cameron intends to request a USACE NWP Verification 29 and as applicable the corresponding
NCDEQ-DWR WQC for the proposed unavoidable permanent impact to WoUS associated with
the development of a senior living facility on UDP Tract 4. Cameron has worked closely with KSL
to design their buildings to complement the Pilot buildings and avoid encroachment into the Pilot
Life building's viewshed to High Point Road. The attached wetland impact drawings titled Resort
Lifestyle Communities prepared by Bowman Consulting Group, LTD (dated May 1, 2019) depict
proposed impacts to WoUS and UDP Tract 4 development. Cameron proposes to utilize a portion
of the Pilot Life viewshed with a stormwater retention device. Cameron intends to use a bio -cell
design that will contain a sodded cell with maximum of 50% tree/shrub canopy via interspersed
plantings/trees following five years post -construction. Cameron intends to use local/NCDEQ
approved species for planting within the proposed device. Fencing or other vertical
improvements associated with the stormwater retention device are not proposed. The final
stormwater retention device design may contain slight deviations to location and designated
plant species as a result of the proposed Tract 4 UDP plan review and approval by the City of
Greensboro. However, Cameron expects any deviations to be minor and insignificant for
purposes of determining affect to cultural or historical resources. Based on the above
information, it is our opinion that the proposed development of a senior living facility on UDP
Tract 4 will not result in an adverse effect to historic or cultural resources. On behalf of the USACE
and Cameron, Pilot requests the initiation of Section 106 consultation and review for the
proposed senior living facility on UDP Tract 4.
Mr. Timothy O'Halloran with Terracon Consultants submitted a Section 106 consultation request
to your office in anticipation of Section 106 consultation by the USACE for proposed impacts to
WoUS associated with development of UDP Tract 4. Your office responded to this request with
a letter (ER 19-0014) dated January 17, 2019 (attached). Your letter requested detailed site plans
and photographs depicting current site conditions. This request is meant to supersede the
3

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
previous request and provide your office with detailed information pertaining to the proposed
impacts to WoUS and site development activities of UDP Tract 4.
On January 22, 2019, Mr. Craig Taylor with KSL met with Mr. Mitch Wilds and Ms. Jenn Brosz with
the North Carolina Department of Cultural Resources (NCDCR) to tour the Pilot Life buildings.
Mr. Benjamin Briggs, Executive Director of Preservation Greensboro, Inc. was also present during
the site visit. During the visit, KSL was able to explain the proposed development of the Pilot at
Sedgefield, including the proposed viewshed easement, sewer and pump station improvements
and UDP Tract 4 development with a senior living facility. Ms. Brosz collected several
photographs of the viewshed area during the visit. It was the understanding of KSL that Mr. Wilds
and Ms. Brosz left with a positive impression of the preliminary discussions of site development
activities.
0

Request for Information
State Historic Preservation Office Inquiry
May 3, 2019
We appreciate your assistance. Please contact us at 336-310-4527 if you have any questions
concerning the site or this request.
Sincerely,
Bradle . Luckey, PWS
Project Manager
Michael T. Brame, PWS
Principal
Attachments: Drawing 1— USGS Topographic Map
Drawing 2 — Aerial Photograph
Drawing 3 — NCSHPO — HPO GIS Map
Drawing 4 — Wetland Map
Unified Development Plan (UDP) recorded March 3, 2019
Exempt PLAT for KSL Sedgefield Pilot, LLC dated April 10, 2019 prepared by
Evans Engineering
Preliminary Site Plan, May 2019, Terracon Project 71187511
Sanitary Sewer Improvements dated January 2019 prepared by LKC Engineering,
PLLC
Pump Station Landscaping Plan dated February 2019 prepared by LKC
Engineering, PLLC
Proposed Pump Station Overall Site Map dated February 2019 prepared by LKC
Engineering, PLLC
Resort Lifestyle Communities dated May 1, 2019 prepared by Bowman
Consulting Group, LTD
NC SHPO Response Letter ER 19-0014 dated January 17, 2019
Photographs
CC: Mr. David Bailey, USACE
Ms. Sue Homewood, NCDEQ-DWR
Mr. Craig Taylor, KSL Sedgefield Pilot, LLC
Mr. Bob Lewis, Cameron General Contractors, Inc.
Mr. Timothy O'Halloran, Terracon Consultants, Inc
Mr. Patrick Korn, Terracon Consultants, Inc
5

Drawing 1
USGS Topographic Map
Guilford and Greensboro,
NC Quadrangles
Scale: 1" = 2,000'
USGS Topographic Map
5300 High Point Road
Greensboro, Guilford County,
North Carolina
Pilot Project 1631.1

W 11—❑

Jk
_ 1F `rs •p
4
Y 4
!COY [ y yy
Y
LEGEND
Site Boundary
�} Surveyed Only
' 0 Study Listed Boundary
Determined Eligible Boundary
Determined Eligible
fflo Study Listed Determined Eligible
t
Boundary Center Point
x NCSHPO -HPO GIS Map
Drawing 3 �i- �� 5300 High Point Road
NCSHPO — HPO GIS Data Layer Greensboro, Guilford County,
Scale: 1" = 500' P11.01 North Carolina
PILOT ENVIR0NMENTAE,INC Pilot Project 1631.1

LEGEND
r. Site Boundary
Perennial Stream
■ ■ ■ ■ ■ ■ Intermittent Stream
a Wetlands
SA1-5 Flag Number
DP -1 Q Data Point
law
PF 1-16
WD 1-17
WCA 1-24
WC 1-16
HE LOCATIONS OF FEATURES SHOWN
ND/OR THE NCDEQ-DWR. THEY HAVE f
Drawing 5
Aerial Imagery from ESRI
and Pilot Field Notes
Scale: 1" = 500'
Date: 4.24.19
WETLAND FLAGS =
STREAM FLAGS =
Stream Flags = Limits
Wetland Flags = 122
Total Flags = 136
6
4
i
Wetland Map
5300 High Point Road
Greensboro, Guilford County,
North Carolina
Pilot Project 1631.1

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Proposed Use:
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Proposed Use:
I
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Multi -family
Acreage: ' 1
24.08 Acres +/- ,
1,049,069 SF +/-
Maximum Proposed:
1 226 Units
Maximum Height:
2 Stories,
I
Minimum Open Space:
I
. . �
3.61 Acres +/-
I
11 57,360 SF +/-
. (@15% of Site)
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I Tract 3 1 .
Proposed Use:
Mixed Use / Commercial / Residential / Re -Use
Acreage: I
43.10 Acres +/-
CRO -A
SS CCESS
1,877,349 SF +/-
PROPOSED PUBLIC STREET
Maximum Proposed:
If Residential* I
If Commercial*
571 Units
200,000 SF GFA**
Maximum Height:
4 Stories
I
Minimum Open Space:
6.6 Acres +/-
0.46 Acres +/-
281,602 SIF +/-
/-
20,000 SF +/-
((016% of Site)
(@ S5%
(@10% of GFA)
. Tract 3 may!
** Commercial
- Any commercial
I .
. will not be counted
I
_
I I
be mixed use of Residential and Commercial
1200,000 SF GFA maximum applies to new development.
;
adaptive reuse of existing buildings is excluded and
I I
toward the 200,000 SF maximum.
I I 11
VICINITYMAP SCALE: NOT TO SCALE 0
1 I
SITE DATA
Jurisdiction
City Of Greensboro, NC
Zoning .
Existing Zoning: . CD - PUD
Proposed Zoning: No Change
Site Acreage .
Tract 1 18.91 Acres +/- 823,313 SF+/-
, Tract 2 16.72 Acres +I- 728,485 SF +/-
Tract 3 43.10 Acres +/- 1,877,349 SF +/-
Tract 4 . 11.79 Acres +/- 513,751 SF +/-
Tract E5 24.08 Acres +/- 1,049,069 SF +/-
Tract 6 16.81 Acres +/- 732,387 SF +/-
Total S1W Acreage 131.41 Acres +/_ 5,724,354 SF +/-
Watershed Data
I Site Is Located In The Lower Randleman Lake Watershed GWA
,
WS -1V. -
,
Floodplain Data
Site Is Not Located In A Flood Hazard Area as determined by
'
Flood Insurance Rate Map, North Carolina, Panel 7832, City
of Greensboro 3710783200J, Effective Date: June 18, 2007.
Site Coverage
Built -Upon Area Permitted For Site 50.%
(Pell Di Option Of Lower Randleman GWA)
Max. Permitted BUA For Total Site: 65.71 Acres +/-
Site Information
Parcel Number: 156629
PIN Number: 7832-78-6157
Deed E3k-Pg: 6920-1579 .
Soil Type: Ii EnB, EnC, EnD, IrB, W
I
Setbacks
Tracts 1 812
.
Residential setbacks to comply with RM -26 district per
LDO, Section 30-7-3.2 I and non-residential
development to comply with commercial -medium district
per Section 30-7-5.1.
Tract 3
Residential setbacks to comply with RM -18 district
standards per LDO Section 30-7-3.2 (G) and
non-residential development to comply with
commercial -medium district per Section 30-7-5.1.
Tract 4
Residential setbacks to comply with RM -8 district .
standards per LDO Section 30-7-3.2 i
Tract 5 .
Residential setbacks to comply with RM -1 2 district
standards per LDO Section 30-7-3.2 (F).
LEGEND:
= iiiiiiiiiiii iiiiiiiiin m
TRACT LINES (NOT TO BE
. , . ,
. :, ;, ,..e
� 1�,Q,i"? ?i%.,. �0 -....
CONSIDERED PROPERTY LINES)
CRO -A
SS CCESS
— - - —
PROPOSED PUBLIC STREET
: .. +•:
SEAL : =1
(30'F -F WITH 50' RIGHT-OF-WAY)
7 *
427 o.
POSSIBLE ACCESS POINTS
— - - —
= =__ =
PROPOSED PUBLIC STREET
. ,
� . %. - j, ,-
%
(30'F -F WITH 50' RIGHT-OF-WAY)
.
(FUTURE PHASES) I
The Pilot at
*
�etiapfield
1111hill
5300 High Point Road
PETITIONERS:
. MR. MITCHELL K. BROWN .
KISCO SENIOR LIVING .
5790 FLEET STREET SUITE 300
CARLSBAD, CA 92008
. OWNERS:
. PIN# 7832786157
KSL SEDGEFIELD PILOT LLC
5790 FLEET STREET SUITE 300
CARLSBAD,CA 92008
[phone]
PREPARED BY:
1 601 N. TRADE STREET, SUITE 200
WINSTON-SALEM, NC 271 01
stimmellwww,stimmelpa.copin, 336.723.1067
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING
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LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
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CLIENT:
KSL SEDGEFIELD PILOT, LLC
5790 FLEET STREET .
SUITE 300
CARLSBAD, CA 92008
1
- -
DRAWN: CRS /SCO
I
DATE: 10/24/2018
REVISIONS: �
. Per City Comments 12/12/2018 (
I
. I
JOB. NO: . 18-238
SHEET TITLE:
UNIFIED I
DEVELOPMENT
PLAN . 1,
SCALE: 1 of = 200'
SHEET NO.:
UDP�l
(SHEET 1 OF 2)
0 STIMMEL ASSOCIATES, P.A.

Book 199 Page 107
PICKUP: CITY OF GREENSBORO
d
E
16
IL
(L
00
co
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ADJACENT OWNERS
Wiwi o-4? d4' - . ¢,.:,
i £r .4>�y�,', ••
;
.. �i sxxt•.
.,# a.
+
3f z,.r.>...a• a's . �i # .;;......s.,.;, u+x, `ea tR< g#}Hc NBC
:..`.,�,; �}z�-:ecFr'
_ 3 e".'�ei.-..�f £F _.: g. s ..
7c011,01
� � ..� �
..
rt�s�Rea,'
'tf ;.
».e..._:. e»sb."a>cp:.. up;,..
_.: . .. �...
ma rim: .'�i a�,, '.a:`g''
.i�+x3x"-aa'm!�u ...e�usF...?sz.aA• Sate ..''�,'.�. ,. �.r
riA A;: ,a,<.». •c -
..:fi"'t..
w7 £_ .+.0 ;w r±r�'
, �,.
1
7832-58-6658.00
4241-551
Adams Farm Community Assoc Inc
PO Box 777216
Greensboro NC 27417
CU -PDR
2
7832-76-9845.00
4898-222
Bratcher, Russel & Teresa
5505 Fleetwood Ln
Greensboro NC 27407
RS -30
3
7832-89-6466.00
516-480
Broadacres Inc
Address Unknown
Greensboro NC 55555
RS -40
4
7832-67-9096.00
5917-199
"anipe, Henry R & Ruth E
5500 High point Rd
Greensboro NC 27407
RS -20
5
7832-96-1967.00
Collins, Violet M
5315 High Point Rd
Greensboro NC 27407
RS -40
6
7832-76-5760.00
7660-991
Elliott, Amber M & Jeff G Jr
5508 Fleetwood Ln
Greensboro NC 27407
RS -40
7
7832-88-8832.00
7431-1079
Garrett, Lisa Dawn
3010 Lark Dr
Greensboro NC 27407
RS40
8
7832-89-7146.00
5767-3093
Garrett, Robert John & Kathleen W
2801 Alamance Rd
Greensboro NC 27407
RS -40
9
7832-76-8707.00
4874-240
Gosnell, Paul D & Pamela G
5504 Fleetwood Ln
Greensboro NC 27407
RS -40
10
7832-69-2526.00
4264-1399
Guilford County Board of Education
712 N Eugenie St
Greensboro NC 27401
GO -M
11
7832-76-2547.00
3992-1975
Hunter, Mabel W
5514 Wayne Rd
Greensboro NC 27407
RS -20
7832-76-4622.00
4857-2066
RS -40
12
7832-98-4252.00
1276-110
Jefferson -Pilot Life Ins Co
PO Box 20407
Greensboro NC 27420
GO -M
13
7832-57-9660.00
7059-317
John & Lou Ann Mothershead Family Trust! Trust B
368 Bossongl Dr
Asheboro NC 27205
RS -40
14
7832-97-8311.00
4775-1686
Leonard, Donald L & Marcia L
727 Medinahl Dr
Winston-Salem NC 27107
RS -40
15
7832-97-4788.00
6885-2224
Lincoln National Life Ins Co
Department
Greensboro NC 27401
GO -M
16
7832-76-6783.00
5880-2329
Lowder, Warren G & Vanessa H
5506 Fleetwood Ln
Greensboro NC 27407
RS -40
17
7832-86-9963.00
2901-936
Massey, Murray Franklin Jr & Margie G
5315 High Point Rd
Greensboro NC 27407
RS -40
18
7832-86-1961.00
6773-2713
McLean, Robert E
475 35th Ave NW
Naples FL 34120
RS -40
19
7832-86-4923.00
7518-878
Morris, James J
300OW Sedgiefield Dr
Greensboro NC 27407
RS -40
20
7833-70-8390.00
7533-1347
NC Department of Transportation
1505 Mail Service Center
� :aleigh NC 27699
RS -40
7e32-89-0946.00
7533-1347
7832-89-1555.00
7254-2907
21
7832-79-6565.00
_7141-1216
NC Department of Transportation
1546 Mail Service Center
Raleigh NC 27611
RS -40
7832-79-5501.00
7141-1219
7832-79-6637.00
7141-1219
7832-89-2397.00
5677-1111
22
7832-79-9348.00
7167-728
NC Department of Transportation
PO Box 14996
Greensboro NC 27415
RS -40
7832-79-7476.00
6805-1268
23
7832-87-7002.00
6949-2169
Nguyen, Mike Trung
6083 Grinsted Ct
Greensboro PIC 27455
RS -40
24
7832-79-1967.00
6897-849
Nichols, Shelia J
28 Hartsfield) Ct
Greensboro NC 27407
GO -M
25
7833-70-6434.00
4865-1876
Pilots Ridge Owners Assco
201 N Tryon St Suite 2650
Charlotte NC 28202
GO -M
7833-70-3099.00
4865-1876
26
7832-67-2554.00
4492-1000
Sedgefield Gate Home Owners Assoc
PO Box 2993
Greensboro NC 27402
GO -M
7832-67-6037.00
3249-305
27
7832-67-2554.00
5130-1658
Sedgefield Landing Assco Inc
3104 Sedgefield Gate Rd
Greensboro NC 27407
GO -M
5130-1658
7832-97-3001.00
4251-1434
Sheppard, Taylor & Susan
5311 High Point Rd
Greensboro NC 27407
RS -40
F307832-67-2352.00
7832-97-4197.00
Tolbert, GArland N & Sara
422 McKeli °Rd
Chillicothe OH 45601
RS -407832-56-2585.00
5717-893
Tucker, M Willard; Siegal, Barry S
3411 W Wendover Ave Unit D
GreEnsboro NC 27407
CU -HB
ZONING CONDITIONS
1) Uses: All uses permitted in the PUD zone except Manufactured Dwellings; Manufactured' Dwelling Parks; Sexually Oriented
Businesses; Rooming House; Fraternities and Sororities; Cemeteries; Wireless Communication Facility; Junk Motor Vehicles; Portable
Storage Units; Animal Shelters; TV/HDTV/AM/FM Broadcast Facilities; Amusement and Water Parks/Fairgrounds; Campgrounds and
Recreational Vehicle Parks; Pawn Shops; Satellite Dishes/TV and Radio Antennae Towers.
2) Tract 1 and -tract 2, proposed mixed use/commercial, shall be limited to uses permitted in the R, RM, TN, MU, CL, CM, CH, and O
zoning districts.
a) A mix of residential and commercial uses is allowed. The number of residential units in Tract 1 (18.91 acres) shall not
exceed 445 units with a maximum building height of four stories and a minimum open space of 1.89 acres. Commercial square
footage in this tract shall not exceed 225,000 (GFA), with a minimum open space of 10.52 acres.
b) A mix of residential and commercial uses is allowed. The number of residential units in Tract 2 (16.72) acres shall not
exceed 380 units. If developed as residential, there will be a minimum open space of 1.67 acres. Commercial square footage
in this tract shall not exceed 260,000 (GFA), with a minimum of 0.6 acres of the Tract reserved for open space. No building in
Tract 2 shall exceed 5 stories in height.
2A) The following Conditions will apply to the western property boundary of Tract 1 contiguous with the Sedgefield Landing
community.
a) in conjunction with the initial phase of any new construction, a minimum 84 inch (where permitted) opaque fence will be
constructed along the western side of Tract 1 that abuts Sedgefield Landing. The fence will be continuous (no breaks), and will
continue along the entire Tract 1 property line beginning with the southernmost point of the Duke Power right-of-way, if
permitted, and continuing to the point where the fence meets the existing NCDOT sound wal(, if the DOT permits.
b) A gate will be constructed in the fence, if permitted,' at the point where the fence crosses the Duke Power right-of-way.
c) There shall be a 35 foot wide buffer along the entire property line of Tract 1 that abuts Sedgefield Landing consisting of
evergreen plantings in order to achieve a consistent visual screen. The initial evergireen plantings in this buffer shall be 6' tall
and shall be installed on the Sedgefield Landing side of the fence, with the fence installed no closer than 15 feet to the property
ne where there are Sedgefieid Landing residences within 25 feet of i ie prop -city iin,e and vwili b -a at ieasi 6: 1 -et s orn the
property line in all other instances.
d) Es'Adings located within 75 feet of the property, line on Tract 1 which directi;; abuts the Sedger-ieid Landing community shah
be no more than one story in height (structures outside of this 75 foot boundary may exceed one story). Businesses located in
those buildings shall have operating hours of no earlier than 6 a.m. and no later than midnight; and, subject to City approval,
there shall be no vehicle access behind these buildings.
e) Trash dumpsters shall be screened and located at least 50 feet from the western property boundary of Tract 1 that abuts
Sedgefield Landing.
f) There will be no vehicular traffic access from the end of Sedgefield Gate Road in Sedgefield Landing onto the subject
property, or from the subject property onto Sedgefield Gate Road.
3) Tract 3 (43.1 acres), proposed mixed use/commercial/residential/adaptive reuse, shall be limited to:
a) All uses permitted in R, RM, and TN districts with dwelling units not to exceed 57'1 units with a maximum building height of 4
stories.
b) Uses permitted in retail, office or an institutional setting containing uses permitted in R, RM, MU, PI, CL, CM, CH, CN and
O zoning districts. New commercial square footage will not exceed 200,000 square feet (GFA), in addition to the square
footage of existing buildings located on Tract 3 as of March 9, 2015.
c) A mix of residential and commercial uses is allowed.
4) Tracts 4 (11,79 acres) and 5 (24.08 acres), proposed residential, shall be limited to uses permitted in the R, RM and TN districts'
and shall be further conditioned as follows:
a) The number of residential units in Tract 4 shall not exceed 130 units with a maximum building height of three stories.
Additionally, uses shall be limited to multifamily (Elderly). Chain link fencing is prohibited. No garages or storage buildings
shall be located between High Point Road and the principal structure. Vinyl or stucco materials are prohibited on all exterior
elevations.
b) The number of residential units in Tract 5 shall not exceed 226 units, with a rnaximum building height of two stories and a
minimum open space of 3.61 acres.
5) Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses limited to those consistent with the PNR
district, with an exception to allow construction necessary for wetland mitigation and storm water control.
BEARINGS & DISTANCE
N45°5635 -W
99.98' i•
N45°55'51"W
12.24'
N45°5651"W
200.43'
�/•g23360`...
S61°3(181 '_
D"%.� G
"Z
S45°5740 -E .•/
40.31'%'20'5p'UY N75°1243"E
2500' 80.59'
5.W
d Ct3=S49°30'31"W N39°41"11'E
CH=71.20' 175.1'
+�•�- CZN RAD=560.07' N 28.093„E
12"B S37°2745"E
j6°Zk7a"W N7 9a}i.. ., �. �� 22.60'
272• �{•.'rr++..+�•+ � � ��^�
t7�
N1 5561 E
ft81O IWE S41°23'57"
4° �� 1rs�so
113.7T
9P �•
U.'
tf
PLAT BOOK lqq PAGE _
R
f
oya
4,
N7
s ;
S21'1r09'E
H=104.61iISA'
-v6,00. R=133.70'
57 183.81 :i-S00'35'44"V1
S1 1ii 133.19'
CH=167.5867.5V '
R=351.76'
5719984 , f, S26'58'00
Z S85°42'34"W ^' 12.16'
39
s7ro 5 583'43` "W •'
100.05'
v` 160• 68.00' •rr_•r.•.w.•aru�+.• r•�Ti+�."�- "�I3
S86'39'50'W
+'-�.i•• 1023.6
2' 1°
f �.�••'/! .W S60' $ S88 3909
57911'S6n
99.77' S7 959786
52 99•`,14' 66.99
S16'.v l S7 525 A1'
General notes
1. Stormwater Management Device areas shown are
approximate locations and do not reflect actual sizing.
Actual location, type, and sizing to be determined during
final engineering.
2. The development shown on this pian is within five statute
miles of the airport air operation area. According to Session
.Law 2012-200 Senate Bill 229 Part IV, the City of
Greensboro encouraged and the design engineer
considered alternative Stormwater Control Measures
included in the North Carolina Best Management Practice
Manual developed by NCDENR other than wet ponds or
those that promote standing water
3. Maximum Built -Upon Area is calculated for the entire site.
Upon subdivision of individual tracts, allocated percentages
may vary based on use, but overall site is not to exceed
maximum permitted BUA as listed above.
4. A watershed/stormwater plan, including construction plans
for the watershed/stormwater devices, must be submitted
and approved by the City of Greensboro Technical Review
Committee prior to obtaining a grading or building permit for
this site.
5. Treatment of existing impervious area (13.28 Acres) will not
be required and is exempt from water quality requirements.
Phasing notes
1. . Proposed phasing to occur with sequence of tract numbers
with Tracts 1 & 2 being the first two phases. Tracts 3 & 4
will be future phases.
2. Tract 6 to remain undeveloped open space.
Easement motes
ned in accordance
c
shall be utilized and maintained 1. Easements
with the provisions of and disclaimers contained in Section
30-12-8.1 (b) and (d) of the City of Greensboro Land
Development Ordinance.
2. Easement encroachments shall be governed by the City of
Greensboro Zoning Requirements as found in the Land
Development Ordinance Section 30-7-1.6.
Unified_Deaelopment Plan notes
1. Landscaping will be provided in accordance with Section
30-10-2 of the Land Development Ordinance.
2. Accessory freestanding sign specifications shall be in
accordance with the City of Greensboro Land
Development Ordinance Section 30-7-7.2 (E)(12).
3. Fence / Wail Heights shall conform to Section 30-9-4 of
the City of Greensboro Land Development Ordinance.
4. The internal street network as shown is conceptual. A
revised UDP shall be required prior to development of
Tracts 3, 4 and 5 for review and approval by TRC and the
City of Greensboro Planning Board.
5. Offsite road improvements along Alamance Road, per
recommendations of the approved TIS, shall be reviewed
for phasing of construction for Tracts 3, 4 and 5 as part of
the revised UDP prior to development of Tracts 3, 4 and 5.
i
BK: P 199(I'II'IIII'IIIII'�IIIIIIIIIIIIII IIIIIII
PG • 106-107 2019010569
RECORDED: NC FEE $42.00
03-05-2019 GUILFORD COUNTY, NC
03:40:14 PM JEFF L. THIGPEN
BY: ERIC P GERRINGER REGISTER OF DEEDS
DEPUTY -GB
STREAM BUFFER REQUIREMENTS
All stream buffers are shown.on this plan. All stream buffers shall have the following requirements:
1) Zone 1 1(30' wide) is the portion of a riparian protection area located closest to the stream.
It is intend+ed to be an undisturbed area of vegetation.
2) Zone 2 (20' wide) is the remainder of a riparian protection area. It is intended to provide
protection through a vegetated riparian zone which provides for diffusion and infiltration of
runoff and filtering of pollutants.
3) Zone 3 (50' wide) is not part of a riparian protection area and therefore is subject to less
extensive requirements than Zones 1 and 2. Zone 3 covers the outermost 50 feet of the 100
foot perennial stream buffer under the high-density option. No new built upon area is to be
placed in this zone.
Refer to Section 30-12-3.9 of the Greensboro Land Development Ordinance for buffer restrictions.
UNIFIED DEVELOPMENT PLAN CERTIFICATION
This is not a subdiivision as defined by the City of Greensboro Subdivision Ordinance.
A� 3/s -It ti
City of Greensboro
This plan was not prepared in accordance with 47-30 since it is for illustrative and notice purposes only, .
all areas and boundaries shown are approximate. This map shall not be used to convey or define
specific property liines or areas.
Landscape Architect
VICINITYMAP SCALE: NOT TO SCALE 0 1
Stimmel
LANDSCAPE ARC.MiTECTURE
CIVIL: ENGINEERING
LAND PLANNING
601 . TRADE STREET, SUiTE 2.00
WINSTON-SALEM, K 27101.
P: 336.723,1067 R-136.72-311069;
E: frontdesk alstimmelp&com
wwtivs Imm paxom
SITE DATA
Jurisdiction 'MC
City Of Greensboro, NC ��o�. , . ,TF'�� �•� �N O�''.�
` .•CRPOR,�r:•s ��'. OQ:'••PNDsoq•'•;i �'.
Zoning c, F•s �:Q �`•
Existing Zoning: CD - PUD
Proposed Zoning: No Change SEAL 7 0:
Site Acreage ti' . c - s g .: 0
Tract 1 18.91 Acres +/- 823,313 SF+I- •,�'ORTti •C •R��'���`�� •,'i�'qS•" ••S �����•
Tract 2 16.72 Acres +/- 728,485 SF +/- OR Q.1 01
Tract 3 43.10 Acres +/- 1,877,349 SF +/-
Tract 4 11.79 Acres +/- 513,751 SF +/-
Tract S 24.08 Acres +/- 1,049,069 SF +/- PROJECT:
Tract 6 16.81 Acres +1- 732,387 SF +/-
Total Site Aaeage 131.41 Acres +/_ 5,724,354 SF +/-
Watershed Data
Site Is Located In The Lower Randleman Lake Watershed GWA
WS -IV,
Floodplain Data
Site Is Not Located In A Flood Hazard Area as determined by
Flood Insurance Rate Map, North Carolina, Panel 7832, City
of Greensboro 3710783200J, Effective Date: June 18, 2007.
Site Coverage Z
Built -Upon Area Permitted For Site 50%
(PerhFQ h DA* Opilm OfLowerRardlan n GWA)
Q'
Max. permitted BUA For Total Site: 65.71 Acres +l -
Site Information O
Parcel Number: 156629
PIN Number: 7832-78-6157 ■ U)
Deed lBk-pg: 6920-1579 t
Ot'
Soil Type: CcB, EnB, EnC, EnD, irB, W
W
Setbacks
Tracts 1 & 2
Residential setbacks to comply with RM -26 district per
LDO Section 30-7-3.2 (H) and non-residential
development to comply with commercial -medium district 4 -
per Section 30-7-5.1. O
Tract 3 c
Residential setbacks to comply with RM -18 district
Z.,
standards per LDO Section 30-7-3.2 (G) and
non-residential development to comply with co
'
commercial -medium district per Section 30-7-5.1. �; U
Tract 4
Residential setbacks to comply with RM -8 district
standards per LDO Section 30-7-3.2 (E).
Tract 5
Residential setbacks to comply with RM -12 district
standards per LDO Section 30-7-3.2 (F).
CLIENT:
LEGEND: KSL SEDGEFIELD PILOT, LLC
TRACT LINESNOT TO BE 5790 FLEET STREET
LINES(
CONSIDEREQ PROPERTY LINES) SUITE 300
CROSS -ACCESS CARLSBAD, CA 92008
PROPOSED PUBLIC STREET
(30' F -F WITH 50' RiGHT-OF-WAY) DRAWN: CRS % SCO
POSSIBLE ACCESS POINTS DATE: 10/24/2018
PROPOSED PUBLIC STREET REVISIONS:
0 (30' F -F WITH 50' RIGHT-OF-WAY) Per City Comments 12/12/2018
(FUTURE PHASES)
The Pilot at
S left d g e f i
le% I d JOB. NO: 18-238
53,00 High Point Road SHEET TITLE:
PETITIONERS:
MR. lUI1TCHELL K. BROWN U N I F I E D
KIS SENIOR LIVING
5790 FDEVELOPMENT
57901 FLEET STREET SUITE 300
CARLSBAD, CA 92008 PLAN
OWNERS:
PIN# 7832786157
KSL SEDGEFIELD PILOT LLC
5790 FLEET STREET SUITE 300
CARLSBAD,CA 92008 SCALE: 1" = 200'
[phone]
PREPARED BY: SHEET NO.:
' 1 WINSTON-SALEM,
STREET, 271101 z�
I wwwsdmrnelpa.com 336.723.1.067
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING UDP�2
0 200 400 600
(SHEET 2 OF 2)
NORTH SCALE: 1" = 200' ® STIMMEL ASSOCIATES, P.A.

OWNERSHIP AND DEDICATION STATEMENT:
The undersigned hereby acknowledge(s) this plat and allotment
to be their free act and deed and hereby dedicate(s) to
public use as Streets, Playgrounds, Parks, Open Spaces and
Easements forever all areas so shown or indicated as public on
said Plat, and authorize(s) the City of Greensboro to record
this Plat in the office of the Register of Deeds of Guilford
County, NC,
KSL SEDGEFIELD, INC„ by recordation of this plat, hereby gives,
grants and conveys to AT&T, Duke Energy, Piedmont Natural
Gas Company, Time Warner Cable and the City of Greensboro,
their respective successors and assigns right-of-way and
easements to maintain and service their respective wires, lines,
conduits and pipes in their present locations together with the
right of ingress and egress as necessary, for the purpose of
maintaining and servicing said wires, lines, conduits and pipes,
When grade of adjacent property does not conform to the
street grade, an easement is effective for the purpose of
sloping embankments from street grade level at the property
line having a slope ratio of three feet horizontal for each
foot vertical dimensions,
SIGNED
PRINT NAME
Certificate of Survey Accuracyi
I,_Robert S, Dischinger, certify that this plat was drawn
under my supervision from an actual survey made under my
supervision (deed description recorded in Book 6920. Page
1579,); that the boundaries not surveyed are clearly
indicated as drawn from information found in Book SEE Page
MAP, that the ratio of precision as calculated is 1':50,000';
that this plat was prepared in accordance with G,S, 47-30
as amended, Witness my original signature, registration
number and seal this 10 day of APRIL. AD, 2019 .
(11)a. This survey creates a subdivision of land within the
area of a county or municipality that has an ordinance
that regulates parcels of land;
PRELIMINARY LAN
NOT FOR REC❑RDATI❑N CONVEY
ROBERT S, DISCHINGER PLS -4521
❑■
L- 4521
Certificate stating no approval is required by Division of
Highways of the North Carolina Department of
Transportations
This plat does not require certificate of approval by the
Division of Highways as provided in N,C,G,S, 136-102,6, subsection (g)
Signed
Planning Director
Certificate of Review ❑fficerl
State of North Carolina
County of Guilford
I, Review Officer of Guilford
County, certify that the map or plat to which this
certification is affixed meets all statutory requirements
for recording.
Review Officer
APPROVAL FOR REC❑RDATI❑N BL❑CKI
Approval for recordation by the City of Greensboro, North
Carolina on the day of, , 2019, pursuant to the
Greensboro Development Ordinance,
Signed
Planning Director
STANDARD EASEMENT N❑TEs
Easements shall be utilized and maintained in accordance with
the provisions of and disclaimers contained in Section 30-12-8.1
(B) and (D) of the City of Greensboro Land Development Ordinance,
LOTS 1 & 2
RESIDENTIAL SETBACKS TO COMPLY WITH RM -26 DISTRICT PER
LD❑ SECTI❑N 30-7-3.2(H) AND N❑N-RESIDENTIAL DEVELOPMENT TO
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-51.
LOT 3
RESIDENTIAL SETBACKS TO COMPLY WITH RM -18 DISTRICT STANDARDS
PER LD❑ SECTION 30-7-3.2(6) AND N❑N-RESIDENTIAL DEVELOPMENT TO
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-51.
LOT 4 RESIDENTIAL SETBACKS TO COMPLY WITH RM -8
DISTRICT STANDARDS PER LD❑ SECTI❑N 30-7-3.2(E),
LOT 5 RESIDENTIAL SETBACKS TO COMPLY WITH RM -12
DISTRICT STANDARDS PER LD❑ SECTI❑N 30-7-3.2(F),
NOTE: UDP TRACTS 1 AND 5 ARE NOT PART OF THIS PLAT,
LOT 3 SITE DATA:
AREA: ±86.08 ACRES
LOT 3 AS SHOWN ON THIS EXEMPT PLAT IS THE
REMAINING AREA
LOT 2 SITE DATA:
AREA: ±16.72 ACRES
PROPOSED USES:MIXED-COM/RES
MAX BUILDING HEIGHT: 5 STORIES
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -26 DISTRICT
MAX. UNITS: 380
MIN. OPEN SPACE: 1.67 AC
% OF OPEN SPACE REQ'D: 10%
COMMERCIAL REQUIREMENTS:
SETBACKS: COMPLY WITH C -M DISTRICT
MAX. GFA: 260,000 SF
MIN. OPEN SPACE: 0.60 AC
% OF OPEN SPACE REQ'D: 10%
LOT 4 SITE DATA:
AREA: ±11.79 ACRES
PROPOSED USES: MULTI FAMILY -ELDERLY
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -8 DISTRICT
MAX. UNITS: 130
MIN. OPEN SPACE: 1.77 AC
% OF OPEN SPACE REQ'D: 15%
LOT 6 SITE DATA:
THIS TRACT WILL REMAIN UNDEVELOPED AND
UNDISTURBED AND WILL BE ALLOCATED AS OPEN SPACE.
AREA: ±16.81 ACRES
OPEN SPACE PROVIDED: 16.81 AC
S
A
VEGETATED
BUFFER
RIPARIAN
BUFFER
UNDISTURBED
BUFFER
WIDTH OF STREAM
-01111 - - - - - ►
FROM TOB TO TOB
UNDISTURBED
BUFFER
STREAM BUFFER DETAIL
N.T.S.
1, AREA DETERMINED BY LEAST SQUARES METHOD,
2, THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING
AND URBAN DEVELOPMENT PER PANEL MAP 3710783200J
ZONE 'X' DATED JUNE 18, 2008.
3. BOUNDARY LINES NOT SURVEYED ARE SHOWN DASHED,
4. DEED REFERENCES:
D.B. 6920 PG. 1579 GUILFORD COUNTY IS SUBJECT PROPERTY,
EVANS ENGINEERING HAS NOT PERFORMED ANY TITLE SEARCH,
5. TOTAL AREA= 131,415 ACRES,
RIPARIAN
BUFFER
VEGETATED
BUFFER
PICK UPI CITY OF GREENSBORO
PILOTS RIDGE OWNERS ASS❑CIATI❑N
COMMON ELEMENTS
D.B. 4865 PG. 1876
P.B. 139 PG. 99
T.M. 0072390
ZONED GO -M
CP REPLACES EIP
FROM 5-04-1996 SURVEY
FROM 3-20-2008 SURVEY
WAS IN C/L TRACKS NOW
L62' WEST OF TRACKS
/ N.C.D.❑.T.
PIL❑TS RIDGE, LLC ` D.B. 7533 PG. 134`
COMMON ELEMENTS T.M. 0220476
D.B. 4865 PG. 1876 C�j
P.B. 139 PG. 98 / I c ,T; <
` T.M. 0072390 OO
ZONED GO -M / / O -
NIP u�oo F c�G�� o0h
CP REPLACES EIP gyp l�l)�00�� 9,
FROM 5-04-1996 SURVEY cti
FROM 3-20-2008 SURVEY , S
EIP
/ O
�05l�
84�
�
/LOT 6 �cb
EIP �
6. THIS SURVEY IS OF AN ACTUAL FIELD SURVEY HAVING <� K SEDGEFIELD PIL❑T C.D.❑.T.
AN ERROR OF LESS THAN 1'66,650' FEET, T �� T 98TI� , D.B. 6920 PG. 1579 D,�/5542 PG. 1649
T.M. 0156629 D.B. 5544 PG. 1359
7. ALL DISTANCES SHOWN HEREON ARE IN US SURVEY FEET T06 jF p c�6 / 16,822 ACRES o D'B. 6478 PG. 2231 /
UNLESS SPECIFIED OTHERWISE, p c 8- T < / l� P.B.\8 PG. 35 /
S p I� t( •� Fd �T T.M. 272-i5-\2,3,4,5,6,7,11
8. PROPERTY IS CURRENTLY ZONED PUD, P �(b <�y� Z❑NED�❑
9 THERE ARE NORTH CAROLINA GEODETIC SURVEY MARKERS`L� p p .off 93\��f
[fl�li�l�r_l:IA�
CURVE
CHORD BEARING
CHORD
ARCLEN
RADIUS
C-1
112.22'
S49°30'29'E
71.19'
71.25'
502.78'
C-2
improvements without prior written
S58°00'19'W
204.71'
204.89'
1400.00'
C-3
40.31'
N55°12'59'E
192.51'
192.72'
1190.00'
C-4
N64'39'44'E
199.41'
199.64'
1190.00'
C-5
29.05'
S31°20'47'E
104.82'
105.01'
502.78'
C-6
BACK CURBING
S30'17'32'E
229.82'
230.11'
1318.27'
C-7
55.49'
S32°03'54'E
52.47'
52.50'
464.99'
C-8
ENGINEERS, SURVEYORS, PLANNERS
S18'22'21'E
168.81'
169.75'
464.99'
C-9
I
S32°32'31'E
267.65'
276.07'
321.14'
C-10S53'35'30'E
SHOWN ARE IN THE EXACT L❑CATI❑N INDICATED ALTHOUGH HE DOES
S37°27'45'E
148.80'
148.90'
1192.05'
C-11
103.92'
S21°17'08'E
104.61'
107.48'
133.70'
17-12
more particularly set forth in a
S13°11'10'E
167.58' 1
169.21' 1
351.76'
I TNF TARI F
LINE
BEARING
DISTANCE
L-1
N45°56'35'W
112.22'
L-2
1 Inch=200ft.
N44°46'15'W
100.00'
L-3
improvements without prior written
S44°46'07'E
100.01'
L-4
DEED BOOK
S45°57'40'E
40.31'
L-5
UTILITY NOTICE:
S44°20'50'W
25.00'
L-6
S46°06'30'E
3.28'
L-7
E VANS ENGINEERING, INC.
S27°49'58'E
29.05'
L-8
Property' reserves the right to
S67°24'22'W
88.90'
L-9
BACK CURBING
N45°56'51'W
200.43'
L-10
SURVEY INF❑RMATI❑N, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE
N70°42'04'E
55.49'
L-11
Q
N75°07'36'E
85.60'
L-12
ENGINEERS, SURVEYORS, PLANNERS
N66°43'27'E
50.58'
L-13
are allowed for the installation
N75°17'08'E
81.23'
L-14
NEW IR❑N PIPE
S41°07'30'E
113.58'
L-15
SHOWN ARE IN THE EXACT L❑CATI❑N INDICATED ALTHOUGH HE DOES
S37°27'45'E
22.60'
L-16
O
S37°20'13'E
103.92'
L-17
PHONE: [phone] FAX: [phone]
S52°39'08'W
4.98'
L-18
more particularly set forth in a
S35°17'57'E
36.40'
L-19
EXISTING IR❑N PIPE
S43°21'44'E
137.53'
L-20
INF❑RMATI❑N AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED
S44°19'00'E
0.46'
L-21
O
S00°35'40'W
133.19'
L-22
LICENSE C-0168
S67°46'45'W
99.78'
L-23
subsequently recorded.
q Y
S71°57'26'W
99.91'
L-24
S79°11'56'W
99.77'
L-25
S85°42'34'W
100.05'
L-26
S88°39'09'W
66.99'
L-27
S83°43'39'W
68.00'
L-28
S80°48'22'W
99.94'
L-29
S76°40'25'W
100.32'
L-30
S77°10'20'W
99.99'
L-31
N12°52'58'E
128.80'
L-32
N51°12'49'W
32.18'
L-33
N05°01'28'W
103.87'
L-34
N48°34'47'E
132.79'
L-35
N40°59'14'E
95.45'
L-36
N52°09'07'E
191.41'
L-37
N37°04'24'E
85.31'
L-38
N55°43'37'E
63.74'
L-39
N25°45'39'E
76.16'
L-40
N46°19'39'E
91.18'
L-41
N32°28'43'W
57.48'
L-42
N07°39'15'E
123.37'
PLAT BOOK PAGE
ZONING CASE #CD5078 CAS HERE AFTER AMENDED)
1) Uses: All uses permitted in the PUD district except manufactured dwellings, manufactured
dwelling parks, sexually oriented businesses, rooming houses, fraternities and sororities,
cemeteries, wireless communication facility, junk motor vehicles, portable storage units, animal
shelters, TV/HDTV/AM/FM broadcast facilities, amusement and water parks/fairgrounds,
campgrounds and recreational vehicle parks, pawn shops, satellite dishes/TV and radio
antennae towers,
WITHIN 2000 FEET OF SUBJECT PROPERTY AS SHOWN, 9�GQ ~ ti0'2, �c, c�/ e���iP - - - - - �i �`� 2) Tract 1 and Tract 2, proposed mixed use/commerdal, shall be limited to uses permitted in
the R, RM, TN, MU, CL, CM, CH, and ❑ zoning districts,
10. PROPERTY IS PART OF 1999 COUNTY TAX MAP 11-684-868-2 ti� �, Q �� / ✓,����"��\ ��� GI / , , �i '
AND CURRENTLY LISTED AS PARCEL ID 0156629, OU� P�00 GOS S\ , OLD CONIC, / f> J / / / i ___ �/ . a) A mix of residential and commercial uses is allowed, The number of residential units in
P L MONUMENT ' / `A/ '�� .'� �-'' -"-'�
11, PROPOSED PUBLIC SANITARY SEWER EASEMENTS AND F O \ o s ♦ ♦--___ Tract 1 (18,91 acres) shall not exceed 445 units with a maximum building height of four stories
PROPOSED PUMP STATION EASEMENT T❑ BE DEDICATED �ti�Q��` c��' �Fe �?'� / / �q"� / / s ♦ ♦ -'' ---7 __ and a minimum open space of 1,89 acres, Commercial square footage in this tract shall not
BY THIS PLAT, 0 GD ♦^ --7 exceed 225,000 (GFA), with a minimum open space of 0,52 acres,
Fav eF �P �ti 3 OJ <p N65 113,2/ ♦ ,
12, ALL REFERENCES TO UDP SHALL REFER TO THE UNIFIED O� EIP'S / ISO___ ___,_-______- b) A mix of residential and commercial uses is allowed, The number of residential units in
DEVELOPMENT PLAT RECORDED IN PLAT BOOK 192, F�ti�� / <� (RWM _,C'''EP -�- 'C--- I Tract 2 (16,72 acres) shall not exceed 380 units, If developed as residential, there will be a
PAGE 24 & 25, AS HERE AFTER AMENDED, REVISED PLAT O �Q �� NIP --' EP E��PN ------------ i minimum open space of 1,67 acres, Commercial square footage in this tract shall not exceed
BOOK 199, PAGE 106 107, �� �� , �` / 1 _,GRASS M 2600000 (GFA), with a minimum of 0,6 acres of the Tract reserved for open space, No building in
g. ti3 / „� 3' RWM f ,_ __ __-'Ep �`J Tract 2 shall exceed 5 stories in height,
GUILF❑RD COUNTY BOARD OF EDUCATI❑N Ch1 �� , /�A,32 576.225 w °19:OA\ ;_- U, __-'' EP ---- 09L'/ ♦ �`
D.B. 4264 PG. 1399 e co 5 7g 72,75 brj $�%' ] ��° _ "E vdF 00 `� 2(A) The following Conditions will apply to the western property boundary of Tract 1
\� N,C,D,❑.T. contiguous with the Sed efield Landing community,
P.B. 121 PG. 100, 101 � 31 / ,S6 175. Op 2 , S _-�" ./,,__- 5.1103 S � � 9 9 9 Y,
B' N' A30' <�� N ,--'- ,-' N7 27,� ►` �\ 1J. 5677 PG. 111 `
T.M. 0095287 °�v G 1
ZONED ❑ �� IOvQ�S R,�-''' _ IA �� ,-,-' P.B. 8 PG. 35
SPIKE `O <r � ` / `� ti0 a) In conjunction with the initial phase of any new construction, a minimum 84 Inch (where
ti1 /CRWM __ - -"� F� L-13 Oji S ��\ T.M. 272-15-2 permitted) opaque fence will be constructed along the western side of Tract 1 that abuts
o0� o �� (RWM �► /� 2 v, Z❑NED ❑ Y' / P9
CRW i '' CRWM �� �� ` �� / \ , , �` A Sedgefield Landing, The fence will be continuous (no breaks), and will continue along the entire
ry°� � ✓cp s� �2 / ��� �Q �q� Tract 1 property line beginning with the southernmost point of the Duke Power right-of-way,
�00 ' �� 'E �,1 I\ ti ✓- , �b / \ i ) `� 0 if permitted, and continuing to the point where the fence meets the existing NCD❑T sound wall,
�r� PC, �2''� ,�'� ' - l Ngl°19'25 (RWM L'11 sr '✓✓f `\`\ O S� / \ X69 .`` C�, if the DOT permits,
�Q� (RWM 410.31' 3/4' F w� ` / G� /' �70� \
O� S2 CI�W�1 �, .'��' EIP \ / , / \ s2 d b) A gate will be constructed in the fence, if permitted, at the point where the fence
CRWM/ g. '''� G%. CRWM d 60 M❑NUMEN <`T\ \ / \ �� crosses the Duke Power right-of-way,
\ & / ROBERT J, GARRETT V /
�\RAl
0�/�,''�,'NIP 7 I \9�` i71 D. 5 67/PG, 3093 ` �G c) There shall be a 35 foot wide buffer along the entire property line of Tract 1 that
/ / ,/ /� v n 9 / p!/", \Joy _, P B, 8 PG. 35 / y abuts Sedgefield Landing consisting of evergreen plantings in order to achieve a consistent
N N /y` TIM. 0155281 / \ ♦ Q s'(p�N3 visual screen, The initial evergreen plantings in this buffer shall be 6' tall and shall be
I N TOWER 67 3/ O \ C\ -
��1 w v N D /�IP S�jtitiD19 \ \;A\ / -ZONED SC❑D�2 \ ♦ �c�NON1NJ'�OO� installed on the Sedgefield Landing side of the fence, with the fence installed no closer than
G / / �/ 0 A / J11 \9L _ / /\ u� 15 feet to the property line where there are Sedgefield Landing residences within 25 feet of
ADAMS FARM COMMUNITY ASS❑CIATI❑N , ,� ,� ,� NIP �\ o LOT 2 `gyp` / �72� / / / I9 0 �4g, the property line and will be at least 5 feet from the property line in all other Instances,
COMMON ELEMENTS t�,yy ;' /' .' /' <� NIP + Z + / �' N ` / -'
/ CRWM c' -� '� w KSL SEDGEFIELD PILOT `SS \�� o / '73�tP�
D.B. 4241 PG. 0551 ` t�tiJQ�JF/ /� ; ; ; �"O o o D.B. 6920 PG, 1579 / �ipT��\ �`�l%\� / ' d) Buildings located within 75 feet of the property line on Tract 1 which directly abuts the
P.B. 106 PG. 151 ` a, S J� ,� ; ,'
1, c, / , , , p'Z r T.M. 0156629 \\ �l, Sedgefield Landing community shall be no more than one story in height (structures outside of
T.M. 0064480 8 Tl e P�'os� 401 / ro 16,721 ACRES /� `\\� / / this 75 foot boundary may exceed one story), Businesses located in those buildings shall have
ZONED CU -PDR ti Ih Z
EIP �A��, Q \°s_13-/ �! Q F ' q / 'v1 / \t`P `\I ;62 A�O operating hours of no earlier than 6 a.m. and no later than midnight; and, subject to City
10 C 't D, ,2 t V J �(v rL�P / / NIP \ / �ti� O� �X \�� _ i / �%r approval, there shall be no vehicle access behind these buildings,
CP REPLACES EIP p < GQ Gj2j p 4l" P� `cP2� / / gin' D-c,S� y1 C�\ MICHAEL. ALLEN GEORGE A/
FROM 5-04-1996 SURVff4 <�� 3 y°' v1�����oi/' (RWM /�� A S� b�0 /S�`; `� BENT \ cs� Y❑ULMDRA M, GEORGE e) Trash dum sters shall be screened and located at least 50 feet from the western
FROM 3-20-2008 SUf;X/EY F��Q�/ y33 �O�OQ02��ti2%' I �'�W \ QP��� EIP \ \� 6o D P.B.80 PG, 35 4 ` property boundary of Tract 1 that abuts Sed efield Landing,
WAS IN C/L TRACK NOW e F Vi' o� A N P P Y Y 9
9 t O C �O O J O c/s v
CP 0.09' WEST TRACKS/ ��0 4+�ti�� �OG`3e' p2 �'y / O� \C F N T.M. 05280 2
4� p l cS,� f) There will be no vehicular traffic access from the end of Sedgefield Gate Road in Sedgefield
c� /� J v� S O P F- r� Z❑NED SCt❑D-2 �' ti� FAIRFAXROAD
o IU10 / O� 1 v1 `a03 0 �� �. # Landing onto the subject property, or from the subject property onto Sedgefield Gate Road.
3 i _ F' S.R.#1585
,��` OF QO '� �61� iW I S
�0. \O r� Q�O. ♦ 3) Tract 3 (431 acres), proposed mixed use/commerdal/ residential/adaptive reuse, shall be
ADAMS FARM COMMUNITY ASSOCIATION LSO titiT / a� ' /' /��. ,� �� ' �'� IP 6� 00C�PC� �Z�(�2ti0 �� �� co OG d'A"ST•R F.STA'I'E�' I limited to:
COMMON ELEMENTS / \S °' /S ' ' ( N�P ' ( F,� \� e� rad SO� p P.B. 8 PG. 35
D.B. 4241 PG. 0551 / ��� 0 /� /� /� �' %/ aw CRWM ! " �� O� S ✓ AREA SHOWN AS PARK. ` a) All uses permitted in R, RM, and TN districts with dwelling units not to exceed 571 units
�,' Z' ' / F� ✓ �� SEE ALS❑ D.B. 516 PG. 480 0` with a maximum buildingheight of 4 stories.
P.B. 110 PG. 114 p G N'� 9 Z g
T.M. 0064480 / O Gti� ��S / / ' ; f2 �� I; o \ / / v,��� ZONED SC❑D-2 N.C.D.d�T.
ZONED CU -PDR 0 / \`� i ,� y :),I,I Y ' W / �\ D.B. 5169 PG.*%420 b) Uses permitted in retail, office or an institutional setting containing uses permitted in the
CP REPLACES EIP
FROM 5-04-1996 SURVEY
FROM 3-20-2008 SURVEY
CP 0.39' WEST OF TRACKS /
1' EI
titK A,/ '� % • ♦ P.B. 8 PG. 3 R, RM, MU, PI, CL, CM, CH, CN and ❑ zoning districts. New commercial square footage will not
/C \ �i 00 \
�Gj Gti /, i/ RWM j� \ / •3� �\% �/ �_ ` T.M. 272-15-1 C`0 exceed 200,000 square feet (GFA), in addition to the square footage of existing buildings
pR / // / A (�, i i \ Gj1 �j�'j 1�4 ` \ ♦ n .0� ♦ '1T located on tract 3 as of March 9, 2015.
I I
\�joi A� ��� O
� ���
<F ) A I f id ti l d I l I ll d
`9
GCB PARTNERS
�� SEE SHEET 2 ❑F 2 F❑R
0) EASEMENT DETAILS. \ ` COBB RAI) �dq c m x o res en a an commerc a uses s a owe .
n���FfC�ti � JN� ' 'i� i `` `\ o
t�IP IIS N❑T AN ❑PEN STREET �► �'� 4) Tracts 4 (11.79 acres) and 5 (24.08 acres), proposed residential, shall be limited to uses
d A \ ' i \ I �� N�\ 0 v ` rP permitted in the R, RM, and TN districts and shall be further conditioned as follows:
rTq \ / , //A,\
\�P Z� d /
NIP / C' ' ` a) The number of residential units in Tract 4 shall not exceed 130 units with a maximum
'HISTORICAL TRACT' ���� � �v v % "r�7 c / % building height of three stories. Additionally, uses shall be limited to multifamily (Elderly). Chain
tllc \ n ?r r .0 N V % link fencing is prohibited. No garages or storage buildings shall be located between High Point
(RWM X X00 /Op`� , / X/�� �� I ��� s n �� / \ Road and the principal structure. Vinyl or stucco materials are prohibited on all exterior
��00 °3� �2°s1� <�� ��� J. PIL❑T LIFE INSURANCE C❑.\ building elevations
2 qti 'Ly 32� I I �� D.B. 1276 PG. 1110 \
�� 11' 6• S O' ' i N C v� T.M. 0155277 b) The number of residential units in Tract 5 shall not exceed 226 units, with a maximum
STREAM BUFFER LOCATION SHOWN MAY PROPOSED PUBLIC (� �� S P / ' ' ' CHANGE ONCE STREAM IS REESTABLISHED SANITARY �% ✓ ` pZ� i ZONED SC❑D-2 \ building height of two stories and a minimum open space of 3.61 acres.
O
D.B. 7948 PG. 2330 �: ; : �,�� r L I �' SEDGEFIELD GATE PHASE 3 �� / �'k� SEWER EASEMENT �� �� �� ��� NC�� O
P.B. 195 PG. 50 / / /' / /P��C �O �it�, k� / 1.25 ACRES � n V A 5> Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses
Q / , / ¢ IIS Tq O� D.B. 3864 PG. 1701 y
� '��\�Alimited to those consistent with the PNR district, with an exception to allow construction
T.M. 0226202 w /sem < S P.B. 134 PG. 71 �/ , ti
r '' ` V �< \ necessary for wetland mitigation and storm water control.
ZONED CU -HB OQ / ���� , GRAN TE I. �D O• T.M. 11-684-G-868-1 / / �I, / 11 ��� A �� 7 Y 9
-1-
MONUMENT EIP ✓I �/,� Z❑NED G❑ -M / / / �/ �?�
X181 c? J "lo ti i `��V ♦ \ V A i 1
s� NIP �� �/ A� \ LOT 3 / v o�z�P� \ ���? /1, `I>� v v v �57� v
\/Vt�tti��A �I��SSS �Jl < l .t�P,��Na ✓,�✓J�/ Z_
'i ZO�NKSL SEDGEFIELD PILOT
< / ­, / / .�.I. w,D.B. 6920 PG. 1579
pF �i "O� T.M. 0156629
� / \ A \ \
� A
\
86.075 ACRES
ti tiS �� r SEE MAP SHEET 2 OF 2
�< \ / / <�
��
FOR CALLS ALONG BRANCH �o oti F/ \ ,� ` �,'/,'// /,/� ZONE
A� \ �D� �\<
_S)rZ �{t I (5,:Y& e<d PROPOSED 70' ACCESS EIP
'I 8 N q`I \ ' 'i \`'/ // EXISTING DRIVE ✓1 �� D��i -6\ I' 'l, ` v
<<` '5, 4 �� GRANIT � � \ \ / /� '� EASEMENT ❑VER 1 o J q
1S y� 9, C CSC I� MONU NT '�� / \ ' 'i /f'i // EIP
w P d` < ' i i
PROPOSED ' 3 i
\ / / / / SEE SHEET 2 ❑F 2 \ 1 d�✓S �;'1C> TI
O Q 0� oI EIP IN CONCRETE V i i� i� \ IEW SHED /i , uii /
r` (a ✓
O�� ��`>',tiZ00�o�'Os°tis StipOOv G0`�er 2O�0,F ,0�' O 2`0� 'y 1 / / / 99�N� ?NWw S1•830''$02 9GRID COORDINATES '\ /.�5EASEMENT
N=827,363.9586' N.C.G.S. MONUMENT
tP 111W 200 N IIII IIII
rcH JW E=1,736,999.1621' D.M.&U.E.-5D' FLOT 47 PR❑P❑SED - /
0 ''0 BANK. EACH SIDE �PUBLIC KSL SEDGEFIELD PIL❑T GRID C❑ORDINATES
SEE STREAM BUFFER DETAIL N=827.518.48'EIP v 0 EIP nSANITARY D.B. . 1579
/
/
A
\
\
I I
/ o " �� ��� SEWER �� , �/, /i� I
\ \ V\� / // T.M. 0156629 E=1,739,444.55' EIP I i A
F, 4 W\�� CASEMENT / \O `� \
�2-� SEDGEFIELD GATE 77°09'3 T ARID, �i�'� i� 1.2� ACRES / S / i �j�i/ �O / 11.797 ACRES �� � 4 \
/ PHASE 2 EIP S 19983 HIy S(� �V>5•31 \ ��'� G�� ,'i� i'%i /� N75 -14"33'E "E I)
D.B. 3864 PG. 1701 i- R �� 1 i ' \ i i \ D= ° 3 -� 1 /
HENRY R. CANIPE ! i 1 130 rh7S UVFY, 0•`711 \ \ \ /� �, �/ // /� SG SURVEY=NgO 24 2 v7
P.B. 123 PG. 27 29 S /V/ ' , �,
T.M. 11-682-F-869-33 D.B. 5917 PG. 0199 1
ZONED GO -M n GRI�RgFY,g69 23.E N.C.G.S. M❑NUME\"��?�� V '� j'//�� TNS SURVE(_1178.30' SEE SHEET 2 ❑F 2 FOR EIP �✓ '�� ��� V
6 158W 200 �� W / _ 1N 558. N /
UNRECORDED PLAT � Z -c 9, q1, g8' �' %' 'Y' / RID-1 749' PROPOSED PUMP STATION EIP
< GRID COORDINATES ' " 92 y
/ SEDGEFIELD SECT 1 SHE 2 w r M J I C _0,999 EASEMENT DETAILS. EIP �2 Oo
/ T.M. 11-682-F-869-25 r J N 827,121.57' P L' ( 2
ZONED RS -20 0� E=1,737,937.78' '� �i Ji uMi'� �I EIP EIP
0,0 N \ (p 0' ii' 'moi'' i'o i �'� 662.58' CITY LIMITS 'IN) ------ -
p 30'x30'BELLS❑UTH 00 EIP 66258' '�" '--------�-��-
TOTAL_ ----2' ------------- _��'
\ EASEMENT EIP E --S86°39'50-- --_--____----- _ --�--�---�'� ♦� SHEET 1 OF 2
--- --- - •
/ 2T L-26 ------------ ------------ �-7 -�
SEDGEFIELD GATE D.B. 3359 PG. 0220 EI L -_--- EP - \
o -_-9 x-28 ---- _ _ _ _ p� - ' 3 EXEMPT PLAT FOR
i, D.B. 3190 PG. 0237 �- - -- - 1
/ X25 D.729 PG 87 5 6,2 "W \ o 2_. ----------------�. I i CITY LIMITS (OUT)
I \ i
24 \ \ T.M. P.B..B. 72 -D-869-25 S7 525 Al -� -' _,--'- - - ¢ HIGH P4Il�1T ROAD II ; `\ KSL SEDGEFIELD PILOT, LLC
U.S. HIGHWAY 29
ZONED GO -M 1 EIP -- y`� 3 100' RIGHT ❑F WAY
00 5300 HIGH POINT ROAD
/ ♦I 1 A MAJOR THOROUGHFARE h _ �-
♦�� E _ -� RIGHT �UF WPV �I �� On�� o�D SEE D.B. 587 PG. 169 '18�
2 of _ _ _ _ - h / JA MS�TOWN�TOWNSHIP-GUILFORD COUNTY
OVERALL SITE DATA: EP. cEN��R HEE _ �1, _ _ 7� 4 ¢� GREENSBORO. NORTH CAROLINA
PARCEL NUMBER: 0156629 ♦ �� 8EE 9� �10� �� a 1 I I�
PROPOSED NUMBER OF L❑TS: 4 ----Mow _ r ' I Q / APRIL
7' 10, 2019
TOTAL LOT AREA: 131.415 ACRES . U
DEED REFERENCE: DB 6920, PG 1579 / T �' 'w G
ZONED: PUD, A P❑RTI❑N OF THIS PROPERTY LIES IN SC❑D 2. LEGEND: `� 200 0 100 200 400 800
UNIFIED DEVELOPMENT PLAT RECORDED PB 192, PG 24, REVISED PB 199, PG 106- 107�13
CURRENT USE: VACANT � EP EDGE OF EXISTING PAVEMENT
�4 ��i Ji'
N.C.G.S. NORTH CAROLINA GEODETIC SURVEY
PROPOSED USE: MIXED -' SEDGEFIEL�I SECTI❑N 3 / VIEW SHED EASEMENT NOTE: CENTERLINE
LAND USE CLASSIFICATI❑N1VACANT SHE11FT A �� - / View Shed Easement as shown, for unobstructed visibility o
EXISTING GFA: 225,699 SF r at rade from and to the 'Historical Buildings' located on R/W RIGHT -❑F -WAY
P.B. 11 PG. 29 9 9 IN FEET )
PROPOSED GFA: 0 SF 0 -'�ID the 'Historical Pro Property' and HI h Point Road. The View G.D. GRID DISTANCE
T M 11-6 2-B-869 � P Y� 9 �
\\
�� ' ALt_EX
'
Shed Easement prohibits the construction of any man-made
H.D.
HORIZONTAL DISTANCE Q'
1 Inch=200ft.
y
�+L��PR1\IP�E
improvements without prior written
permission of the owner
D.B.
DEED BOOK
WATERSHED DATA:
UTILITY NOTICE:
of the ' Historical Property'. The
owner of the 'Historical
PG.
PAGE
E VANS ENGINEERING, INC.
WATERSHED:L❑WER RANDLEMAN LAKE GWA
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
Property' reserves the right to
remove and trim trees
B.C.
BACK CURBING
OWNER NAME AND ADDRESS
EX, BUAI 13.28 ACRES (10%)
SURVEY INF❑RMATI❑N, RECORDED EASEMENTS, AND EXISTING DRAWINGS. THE
and other vegetation within the View
Shed Easement, Structures
Q
SPK
12' SPIKE OR NAIL
ENGINEERS, SURVEYORS, PLANNERS
MAXIMUM ALLOWED BUA: = 65.71 AC (50%)
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
are allowed for the installation
and maintenance of the
O
NIP
NEW IR❑N PIPE
KSL SEDGEFIELD PIL❑T, LLC,
4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
S❑ILS: CcB, EnB, EnC, EnD, IrB
SHOWN ARE IN THE EXACT L❑CATI❑N INDICATED ALTHOUGH HE DOES
planned pump station. The terms
of the easement will be
O
EIR
EXISTING IR❑N-S❑LID OR REBAR
C/❑ KISC❑ SENI❑R LIVING, LLC
PHONE: [phone] FAX: [phone]
FLOODPLAIN DATA: MAP #3710783200J, PANEL #7832, DATED 6/18/2007
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
more particularly set forth in a
Declaration of
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EIP
EXISTING IR❑N PIPE
5790 FLEET STREET, SUITE 300
DISTANCE TO FL❑❑DWAY: >2000'
INF❑RMATI❑N AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED
Easements, Covenants, Conditions
and Restrictions to be
O
(RWM
CONCRETE RIGHT ❑F WAY MONUMENT
CARLSBAD, CA. 92008
LICENSE C-0168
UNDERGROUND UTILITIES.
subsequently recorded.
q Y
PHONE (336)
PROJECT: 615-01 - H: DRAWINGS JEFFERSON PILOT SURVEYORS PILOT FINAL PLAT 09-25-18.DWG
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The Grading Plan map provided by Bowman
Consulting was altered by Terracon and does or
not represent the actual grading plans for the
site. Features were removed from the map in,r +� F
order to clearly show the project footprint in
relation to the boundary of Tract 4. The detailed
site plans are shown in the Site Plan View `•" 1irr
figure in Appendix A.
= _ \SEWER LINE TO BE INSTALLED BY OTHERS.
t �?
t� r tip'
-
t
�
DRIVEWAY TO BEINALLED BY OTHERS.
Jr:
- r r � �• ti.c
1r t, ',Y /,•' / A� 1
AL MIT4
•� Y I '/ j r! !!fir '1 t
7 .
Legend= --
Project Boundary Tract 4
1 Y( ) A
- Perennial Non -wetland Waters (1,664 linear feetl) •firo
Wetlands (0.04 acres) J�. jr
Linear Wetland (0.03 acres) s So_ rice: E—sri, DD igit_ ICI b G EyeE rthst .......... _s„ C,NE55/AUSDA�,y�USGS
PM Project No.
N TPO 71187517
Drawn By: Scale:
L TPO As Shown
E
W Checked By: File Path:
0 100 200 400 PRK
S Feet Approved By: Date:
JAR May 2019
1 erracon
Consulting Engineers & Scientists
2701 Wesport Road Charlotte, NC 28216
Phone: [phone] Fax: [phone]
Site Plan Overlay
5300 High Point Road, Tract 4
Greensboro, Guilford County, North Carolina
- �ttt7yyy�
EXHIBIT NO
1

,
i
. � ilk ��1 % •� L � .
EXISTING STREAM
STREAM IMPACT 3
I �1
STREAM IMPACT 2
EXISTING STREAM
WETLANDS AREA 1
EXISTING WETLANDS
/
STREAM IMPACT 1
PROPOSED GRAVITY SEWER
EXISTING STREAM \ ( le
J' —+ w
— 100 0 200 j
SCALE IN FEET -�
LKC Engineering, pllc SANITARY SEWER IMPROVEMENTS DATE January 2019
Engineering 140 Aqua Shed Court TO SERVE DESIGNED BGL
Aberdeen, NC 28315 THE PILOT AT SEDGEFIELD DRAWN AGP
Landscape Architecture O: 910.420.1437 CITY OF GREENSBORO CHECKED BGL
F: 910.637.0096 GUILFORD COUNTY, NORTH CAROLINA
Surveying Ikcengineering.com No.
License No. P-1095 STREAM IMPACT LAYOUT MAP M 1
Wetlands Exhibit Layout Map.dwg

STREAM I M PACT 1 ,� / STREAM BUFFER
VI VA��/ PERMANENT IMPACTS
10' CONSTRUCTION EASEMENT ZONE 1: 1209.60 SQ.FT'
1\ EXISTING STREAM I I ZONE 2: 806.40 SQ.FT
TEMPORARY IMPACTS E
MANHOLE #1 -ZONE 1: 601.31 SQ.FT.
STA 0+00.00 S-2 BYPASS PUMP ZONE 2: 402.65 SQ.FT.
STA 0+57.85 S-1 \ SEE DETAIL f V�_7�
9 V� WK
J
,,
............................
.T._. .................... .
...........:........ ............8... pvC.. (SDR.. 2�?).. SaN:::SEW...... 0:50.........:.........:.........:.........:
.........................................................................................................................
796: 796
07-
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
,r�.i: i
- i 1% I i
I °
I I
I I I
I / I /I I I
MANHOLE #14
STA 1+75.00 S-2
No.
SI.1
o
I / J
20' UTILITY/
�'
I I I i i .
30 ZONE 1
I / ,
EASEMENT�rF
30 LF OF STREAM IMPACT
STREAM BUFFER
20 ZONE 2
� � J
STREAM BUFFER /
o
LIMITS OF DISTURBANCE
SCALE IN FEET
/
i�
/ 1 l.'>
20 0 40
:..................:...................
812:
....................................:...
:.........:...................: : : :
MANHOLE #14 ...:
...: 812
.............................................................
STA 1 +75.00 S-2
:..........
:.........:.........:.........:.........:.........:.........:...
RIM 808.71'
\::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
INV. 799.61'
........... :........ ..........
:... .
........
...........................
808:
: : ...........................
EXISTING GRADE
..... ..... :......... : 808
......:::.................................
...... :......... :......... :.........:......
.........:
....................
:........
............................................................
—. ......
.
..............................
804 ::::::::
MANHOLE #1 :::::::::::::::::::::::::::::::::::::::::::::
:.........:......... 804
......................
....................
......
STA 0+00.00 S-2 .........:......... :.........:......................................
.......
.....
..........
STA 0+57.85 S-1 ..:.......:.........:.........:.........:......
:.........:.........
RIM 813.79':::::::�:..
......:.........
...........:........
INV. 798.63' :...................:.
800:
800
,,
............................
.T._. .................... .
...........:........ ............8... pvC.. (SDR.. 2�?).. SaN:::SEW...... 0:50.........:.........:.........:.........:
.........................................................................................................................
796: 796
Wetlands Exhibit Maps.dwg
JKC
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
STREAM IMPACT 1
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
SI.1
Wetlands Exhibit Maps.dwg

i
EXISTING STREAM
LIMITS OF DISTURBANCE
\ ` 20' UTIL7y,°. EASEME
11 04
� l � 1
I I� I I r ■ - - I (` - ■ - -'-'. MANHOLE #6
I MANHOLE #5 I I / 31 LF OF STREAM IMPACT 'STA 9+72.84 S-1
I STA 8+07.91 S-1
I I I 10' /CONSTRUCTIONI \ I BYPASS PUMP ' / / /' STREAM BUFFER
I SEE DETAIL / / , PERMANENT IMPACTS
EASEMENT I \` I/ �, //ZONE
ZONE 1: 1149.75 SQ.FT
STREAM IMP,ACZ2 30' ZONE 1 ,/ " / ZONE 2: 400.16 SQ.FT
I 1/I1 I/ I I //
STREAM BUFFER �/ /� TEMPORARY IMPACTS
1■Ytll�l
SCALE IN FEET\ \ 20' ZONE 2 i/ f ZONE 1: 629.77 SQ.FT.
20 0 40 \, \ STREAM BUFFER ZONE 2: 205.09 SQ.FT.
�� •� 7� n .
:.........:... ......... MANHOLE #5.....:.........:.........:.........:.........:.........:.........:
820 :.........:... :... STA 8+07.91 S-1.....:.........:.........:.........:.........:.........:.........: 820
........... :......... ... ..... :... RIM. 821.74' ..... :......... :......... :......... :......... :......... :......... :............
INV. 805.81' ::::::::::::::::................. :..................
:.........:......>..:. ......:
:.........:. ........... '�....:......... EXISTING GRADE > ... .......... :.........
�....:..... ..
......................................:......................................:.
816: .-� :........: 816
........................
................................................�........................ ....... ..........:............
...................:...................:.........:........ :
................... :......... :......... :...............
.......
........... :......... :...... :......... :......... :....... ..: /:......... :......... :............
812: 812
:.........:..:.........:.........:.........:......... MANHOLE #6 :......... :..........
........... :......... :...... :......... ..................:......... STA 9+72.84 S-1 .....
...................................
:.........:..:.........:.........:.........:......... RIM. 819.75' :.........:.........:
808 :.........:..:.........:.........:.........:......... (� INV. 806.73' :.........:.........: 808
.............
:......... ....:.........:........E.........:............
....................
:........... :...... „ .: SAN:: SEW.,:.O. ....a
.... :.........:......... :..........
:.........:.........:.....8...:pVC:::(�DR 26)
.................................................................
804: :.........:.................. 804
............................................................................................................................................... .
8+00 9+00 10+00
LKCLKC Engineering, pllc SANITARY SEWER IMPROVEMENTS DATE January 2019
Engineering 140 Aqua Shed Court TO SERVE DESIGNED BGL
Aberdeen, NC 28315 THE PILOT AT SEDGEFIELD DRAWN AGP
Landscape Architecture O: 910.420.1437 CITY OF GREENSBORO CHECKED BGL
F: 910.637.0096 GUILFORD COUNTY, NORTH CAROLINA
Surveying Ikcengineering.com No.
License No. P-1095 STREAM IMPACT 2 S1.2
Wetlands Exhibit Maps.dwg

STREAM BUFFER
PERMANENT IMPACTS
ZONE 1: 1203.30 SQ.FT
ZONE 2: 800.67 SQ.FT
r
N ' o, \ TEMPORARY IMPACTS
I ZONE 1: 595.44 SQ.FT.
ZONE 2: 401.74 SQ.FT.
\ , ■ , o I 30 LF OF STREAM IMPACT
20' ZONE 2
STREAM BUFFER \lo _ I _ I_ I / MANHOLE #7
STA 11+43.75 S-1
\\�7 41
\ OZ
o
\ ' 10 o
STA 9+72 84 S-1 \ 20'I UTILITY \ I\ BYPASS PUMP
N' �� EASEMENT I I I SEE DETAIL 30' ZONE 1 I I I I
\ \ \ \\ \� \ \ �'` I I ' / STREAM BUFFER
STREAM IMPACT 3 EXISTING STREAM I 10' CONSTRUCTION 1'd,
/ V I\� �� �� �� .� — EASEMENT 1 / / i
SCALE IN FEET \\\
�20 0 40 \\ \ LIMITS OF DISTURBANCE / o / I
............................................................................................... �.... ....!...................
820
816
G
812
.........................................................................................................................
804: 804
9+50 10+50 11+50
Wetlands Exhibit Maps.dwg
JKC
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
STREAM IMPACT 3
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
S1.3
Wetlands Exhibit Maps.dwg

i
EXISTING STREAM — — - J
20' ZONE 2 STREAM BUFFER
i' 30' ZONE 1 STREAM BUFFER
WETLANDS DISTURBED -/
342.95 SQ.FT. 01
A
olLIMITS OF20' UTILITY 0.008_ ACRES
"DISTURBANCE EASEMENT A ora,
i,a� /" /
fes_ - 0-0-0-9--o
�_-pi# ®_o 4mmo-o o-o-o-��qjb -
ow-
0-0
,MANHOLE #4 /
10' CONSTRUCTION STA 4+69.87 S-1
j /
MANHOLE #3 EASEMENT
STA 2+95.64 S-1'--- ��\ WETLANDS AREA 1
EXISTING WETLANDS SCALE IN FEET
CONTINUES PER /
` TERRACON SURVEY, \ , / 20 0 40
:........ MANHOLE #3.....:.........:.........:.........:.........:.........:.........:.........:
816 :.......:.:: STA 2+95.64 S-1.....:.........:.........:.........:.........:.........:.........:.........: 816
........... :......... : RIM. 814.01' ..... :......... :......... :......... :......... :......... :......... :......... :............
:...... :. INV. 803.05'.....:.........:.........:.........:.........:.........:.........:.........:
:.........:.........:.........:.........:.........:.........:.........:........:.......�..........
:EXISTING GRADE :.........:.. - ....:.......::: 812
.................................... ..
812 .:.............
..... .
........................................................................................................
: :.............. :.........:...... :.....!.......... .
808: 808
...........:...... :.........:.........:.........:.........:...... MANHOLE #4 :...:.........:.........:............
..............:.........:.........:.........:...... STA 4+69.87 S-1 :.. :.........:.........:
:......:.........:.........:.........:.........:...... RIM. 814.71, :... :.........:.........:
................................................................
.......:.........:.........:.........:.........:...... INV. 803.92,
...........
....................
804 :..... .........: 804
....................
.
.................................
........................
.........:.8....PVC .SDR..26).:SAN ::::EW.:::.
........... .........
.................... .......... .
800: : 800
............................................................................................................................................... .
3+00 4+00 5+00
LKC Engineering, pllc SANITARY SEWER IMPROVEMENTS DATE January 2019
Engineering 140 Aqua Shed Court TO SERVE DESIGNED sGL
Aberdeen, NC 28315 THE PILOT AT SEDGEFIELD DRAWN AGP
Landscape Architecture 0:910.420.1437 CHECKED BGL
F: 910.637.0096 CITY OF GREENSBORO
Surveying Ikcengineering.com NO.
License No. P-1095 GUILFORD COUNTY, NORTH CAROLINA WA.1
Wetlands Exhibit Maps.dwg

PUMP
0011 TEMP. CONSTRUCTION
STREAM CROSSING
FL OW -
LkwRu
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io
LN7;
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PROPOSED
ARTH BERM
(TYP.)
-_f
0'
CLASS "I " MIN._
RIP RAP
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f \
r \
TEMP. 51
24 " TO MIN -
42" CMP --------- �?' CLASS "A"--�
CROSSING LASS EROSrm cayma
GRIP RAP PIPE STOAff WEIR r \
PROPOSED 20 _MIN.
EARTH BERM
(TVP.l 50' CONSTRUCTION EASEMENT
MEE AVE X
PROPOSED
EARTH BERM PLAIN
PaYETNYLEAF FABRIC (TYP. J
Ohl FACE (B AIL TNICYU
TD MIN, TOP OF FROM
BANK— — _ _ Pw
10• X 10•
SEDIWNT TRAP
Le 2' 1 SIDE 5L OPE
OR SILT BAG,
10' X 10'
OEAFATERING BASIN
V 2.- 1 SIDE SLOPE
OR SILT @A5.
Deur:--------------
....• ;: t? ......•...........::
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
I -1F .
24 " TO
DESIGNED BGL
DRAWN AGP
42" CMP -- -- — — - - - - - -
......
_
------ - - - ------- ---
- -
MIN. - - - - -
EX. INV. TEMPORARY
CREEK STONE DAM
POL YETHYL ENE FABRIC
°
\
ON FACE (8 ML. THICK)
I
CROSSING
g
PIPE
9
1: . ..
V:....
'•', if: z
AINSTALL SANDBAGS IN PIPE INVERT G FABRIC WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM.
POL YE TV YL EALI FABRIC
a V FACE (8 X. THICK)
B REMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
y
— PIPE WHEN NOT PUMPING AROUND.
f
SECUOIN A -A
C/ T Y O F G R E E N S B O
STAAVAM TEMROHAHY CREEK STO. N0.
caosszNs D&RznS cays79ucrrav 213
pm.immwA
R D
REV.
01-9105-05
03-9709-05
03-05
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
D. 1
Wetlands Exhibit Maps.dwg

NOTES. -
1) EROSION STONE TO BE "CLASS I' RIP -AAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PIPE SIZE ANC] AMOUNT NEEDED TO SE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN.
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG 0214 UPON PROJECT
CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
4) PUMP ANO LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
ANY DISTURBANCE (S) EXCEEDING 40 ' MA Y REOUIRE ADDI TIONAL NA TER QUAL ITY PERMI T- TING
OR MT 7-16A TION.
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A " WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "B" MHEN NOT WORDING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FIL TER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEWA TERING BASIN OR SIL T BAG A T TOP OF BANK. DENA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 10' X 10' SEDIMENT TRAP OR SILT BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FIL TER FABRIC, AND
TEMPORARY CMP. DEPRESS TEMPORARY DAN BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD AP214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
B) UPON STABIL IZA TION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, ANO DEWA TERING BASIN.
2OF2
CITY OF GREENSBORO
STAAVAM TEA 9"RY CREEK STD. NO. AES.
01-9106-05
03-0055
CROSSING MUMS CONSTRUCTION 21,3 03- 03-05
Wetlands Exhibit Maps.dwg
JKC
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.comL
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2019
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
D.2
Wetlands Exhibit Maps.dwg

f
i.
I
TOP OF
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CROSSING
PIPE
SYNTHETIC FILTER
FABRIC
PLAN
/• OF RIP RAP SHALL /
EXTEAU ABOVE SaWAL
DRA 11VA GE ■
1'
FABRIC (AS PER
CREEK
oar
�� apv v vv P e•n9°•vy
°
�'i�P��.o�'7a�i z�pp7apa}iy1�.v;ryv°n.^esy �oSOMCDOT SPEC ifJ056,
CROSSING
18 CLASS I
SECTION A -A
1
CROSSING1) PERMANENT /' VEHICLE MAINTENANCE EGUIPMENT.
2) CLASS I RIP—RAP TO BE LAID MIN. 18 I.MCHES THICK OVER OF DISTURBANCE
L71RECTEO
■ D-TRECTED BY ENG-TALSER).
PROJECT■ PLACE SYNTHETIC FILTER FARRIC & SPREAL7 ALL EXISTING
EROSION S■ ■ PERMANENT LINER AS SHONN.•I■ STONE AS NEEDED.
5) A N Y REOUIRED ARMORING ABO VE NORMAL HIGH NA TER MA RK SHA LL CONSIS T OF
MA T TING OR A PPRO VED VEGE TA T1 VE CO
CITY OF GREENSBORO
SMAGAM N °.
WITH MAINTENAWE CROSSING
I I
LKC Engineering, pllc
Engineering 140 Aqua Shed Court
Aberdeen,NC 28315
Landscape Architecture O: 910.420.1437
F: 910.637.0096
Surveying Ikcengineering.com
License No. P-1095
SANITARY SEWER IMPROVEMENTS
TO SERVE
THE PILOT AT SEDGEFIELD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
DETAIL
DATE January 2010
DESIGNED BGL
DRAWN AGP
CHECKED BGL
No.
D.3
Wetlands Exhibit Maps.dwg

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PROPOSED MANHOLE
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20' ZONE 2 STREAM BUFFER I �( X 20' LA E BUFFER
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x PROPOSED PUMP STATION (3) JUNIPERUS VIRGINIANA 'BRODIE
—�_ I ��8' O.C. ; 5' HT
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`PROPOSED MANHOLE I �
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_POLE WITH OVERHEAD LIGHT 1 I I
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TEDDY BEAR I ,---'BOUNDARY
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NOTES. \ \ X 1 I X •
1 . ALL NECESSARY APPROVALS WILL BE OBTAINED .1 PROPOSED 24'—n"
I
FROM STATE AND CORPS FOR ANY STREAM \ GATE SECTION \ EXISTING WOODS TO R
CROSSINGS/WETLAND DISTURBANCE. W/ KNOX BOX \ \
(4) aFORSYTHIA x INTERMEDIA X\
2. THE PROPOSED DEVELOPMENT COMPLIES WITH \ /,/irII IIlk'
LYNWOO; VARIETY \ \ 5 CAMELLIA SASANQUA 'SETSUGEKKA'
THE OUTDOOR LIGHTING STANDARDS OF THE 6' O.C. 3' HT \ � \ (,) ,
LAND DEVELOPMENT ORDINANCE, INCLUDING 1�• I x I 6 O.C. 3 HT
COMPLIANCE WITH THE LIGHT TRESPASS I X \ \
\ I /'//ll
REQUIREMENT OF SECTION 30-9-6.6.
I (1) CLADRASTIC KENTUKIA . .. ..
1 Q� 6 HT 1 1 • lii��� I\ I uav�s //
SYM.
REVISIONS
DESCRIPTION
DATE
PLANTING NOTES:
/ 1. PLANTING SOIL SHALL TESTED FOR MECHANICAL GRADATION, PERCENT
ORGANICS, CHEMICAL ANALYSIS, AND ACIDITY BY THE LOCAL AGRICULTURAL
EXTENSION SERVICE. BASED ON THE TESTING, THE SOIL SHALL BE
AMENDED AS PER THE RECOMMENDATIONS TO A MINIMUM DEPTH OF 12".
2. LOCATE ALL UTILITIES PRIOR TO BEGINNING PLANTING AND IRRIGATION WORK.
REPORT ANY CONFLICTS IMMEDIATELY TO LANDSCAPE ARCHITECT.
3. PLANT LOCATIONS ARE APPROXIMATE. FIELD STAKING SHOULD BE DONE TO
AVOID UNDERGROUND UTILITIES.
.1/4. PROVIDE 3" CONTINUOUS PINE BARK MULCH (MEDIUM GRADE) IN ALL
/ PLANTING AREAS. PROVIDE CONTINUOUS PINE BARK MULCH (3" THICK) AT
THE BASE OF SPECIMEN TREES IN A 3' MINIMUM DIAMETER. ANY ROWS OR
GROUPS OF MORE THAN ONE SHRUB, OR TREE SHALL BE MULCHED
TOGETHER, NOT AS INDIVIDUAL.
7%
r\L-1 r-3 n I \ / ` (1) CUPPRESSUS ARIZONICA
I EXISTING CONTOUR (TYP.) \ / ' GLAUCA 'SILVER SMOKE'
u �%� 1 \ / ■ 6' HT
17 A
AREA OF DISTURBANCE (12) DISTYLIUM HYBRID — '(13) ABELIA x 'MARDI GRAS' /
\ / (1) CHIONANTHUS VIRGINICUS
PLLDIST-1 30" O.C. ; 10"-12" HT N �6' HT \
FOR PUMP STATION SITE /
12913.03 SQ.FT EMERALD HEIGHTS
0.30 ACRES 4' O.C. 24" HT \
I .
/ 50' ZONE 3 STREAM BUFFER—"")l
/ 20' LANDSCAPE BUFFER
5. SIZES OF PLANT MATERIAL GIVEN ARE TO BE CONSIDERED MINIMUM.
6. NO SUBSTITUTIONS FOR PLANT MATERIAL ARE ACCEPTABLE UNLESS
APPROVED BY THE LANDSCAPE ARCHITECT.
7. ALL PLANT MATERIAL RECEIVED FROM COMMERCIAL NURSERIES SHALL
CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR
NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, EXCEPT WHERE OTHERWISE SPECIFIED.
8. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLY
BRANCHED AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL
BE HEALTHY, VIGOROUS AND FREE FROM DEFECTS, DECAY, ABRASIONS OF
THE BARK, PLANT DISEASES, INSECT PEST EGGS, AND ALL FORMS OF
INFESTATIONS. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM
TRANSPLANT SHOCK OR VISIBLE WILT. UNHEALTHY STOCK IS
UNACCEPTABLE. PLANTS FROM COLD STORAGE ARE UNACCEPTABLE.
BY � ►µpuu�riu+nq�.
. Q ••L � ••�'� :dui
J �y1
• . 0
9. PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE WILL BE
STORED AND PROTECTED. OUTSIDE STORAGE LOCATIONS WILL BE
CONTINUALLY SHADED AND PROTECTED FROM THE WIND AND SUN. PLANTS
STORED ON SITE WILL BE PROTECTED FROM ANY DRYING AT ALL TIMES BY
COVERING THE BALLS OR ROOTS WITH MOIST SAWDUST, WET BURLAP,
WOODCHIPS, SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR MULCHING
MATERIAL.
10. OSMOCOTE, NUTRICOTE, OR OTHER CONTROLLED RELEASE COMMERCIAL
GRADE GRANULAR FREE FLOWING (18-6-12) FERTILIZER SHALL BE APPLIED
IN EACH PLANTING HOLE ACCORDING TO MANUFACTURER'S LABEL OR
OTHER SPECIFICATIONS. THE SELECTION OF FERTILIZER AND ALL
APPLICATION SPECIFICATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION.
\ I \
(3) LOROPETALUM CHINENSE \
'CAROLINA MIDNIGHT' \
5' O.C. ; 30" HT
SIGHT TRIANGLE NOTE:
\, ■ I NO PLANTING SHALL BE PLACED WITHIN THIS
_ _ SIGHT TRIANGLE AT A HEIGHT BETWEEN 2.5' AND
�� RVI' \ \ \ 10' (CANOPY) ABOVE THE FINISHED GRADE OF
/ (1) JUN IPERUS VIRGINIANA ) \ THE PROPOSED DRgIVEWAyY. y X X
NOTE:
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW FOR
STABILIZATION OF THE DISTURBED AREA TO BE
COMPLETED AT THE END OF EACH WORKING DAY
PER NCAC REQUIREMENTS FOR LINEAR
CONSTRUCTION.
PROPOSED 8" FORCE MAIN
I—EXISTING TREE LINE
cj:
HIGH POINT ROAD
(MAJOR THOROUGHFARE)
\ 1
5 0 10
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DATE:
February, 2019
DESIGNED:
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DRAWN:
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CHECKED:
BGL
PS. 2

ZONING CASE #CD5078 (AS HERE AFTER AMENDED)
1) Uses: All uses permitted in the PUD district except manufactured dwellings, manufactured dwelling
parks, sexually oriented businesses, rooming houses, fraternities and sororities, cemeteries, wireless
communication facility, junk motor vehicles, portable storage units, animal shelters, TV/HDTV/AM/FM
broadcast facilities, amusement and water parks/fairgrounds, campgrounds and recreational vehicle parks,
pawn shops, satellite dishes/TV and radio antennae towers.
2) Tract 1 and Tract 2, proposed mixed use/commercial, shall be limited to uses permitted in the R. RM,
TN, MU, CL, CM, CH, and 0 zoning districts.
a) A mix of residential and commercial uses is allowed. The number of residential units in Tract 1 (18.91
acres) shall not exceed 445 units with a maximum building height of four stories and a minimum open
space of 1.89 acres. Commercial square footage in this tract shall not exceed 225,000 (GFA), with a
minimum open space of 0.52 acres.
b) A mix of residential and commercial uses is allowed. The number of residential units in Tract 2 (16.72
acres) shall not exceed 380 units. If developed as residential, there will be a minimum open space of 1.67
acres. Commercial square footage in this tract shall not exceed 260,000 (GFA), with a minimum of 0.6
acres of the Tract reserved for open space. No building in Tract 2 shall exceed 5 stories in height.
2(A) The following Conditions will apply to the western property boundary of Tract 1 contiguous with the
Sedgefield Landing community.
a) In conjunction with the initial phase of any new construction, a minimum 84 inch (where permitted)
opaque fence will be constructed along the western side of Tract 1 that abuts Sedgefield Landing. The
fence will be continuous (no breaks), and will continue along the entire Tract 1 property line beginning with
the southernmost point of the Duke Power right-of-way, if permitted, and continuing to the point where the
fence meets the existing NCDOT sound wall, if the DOT permits.
b) A gate will be constructed in the fence, if permitted, at the point where the fence crosses the Duke
Power right-of-way.
c) There shall be a 35 foot wide buffer along the entire property line of Tract 1 that abuts Sedgefield
Landing consisting of evergreen plantings in order to achieve a consistent visual screen. The initial evergreen
plantings in this buffer shall be 6' tall and shall be installed on the Sedgefield Landing side of the fence,
with the fence installed no closer than 15 feet to the property line where there are Sedgefield Landing
residences within 25 feet of the property line and will be at least 5 feet from the property line in all other
instances.
d) Buildings located within 75 feet of the property line on Tract 1 which directly abuts the Sedgefield
Landing community shall be no more than one story in height (structures outside of this 75 foot boundary
may exceed one story). Businesses located in those buildings shall have operating hours of no earlier than
6 a.m. and no later than midnight; and, subject to City approval, there shall be no vehicle access behind
these buildings.
e) Trash dumpsters shall be screened and located at least 50 feet from the western property boundary of
Tract 1 that abuts Sedgefield Landing.
f) There will be no vehicular traffic access from the end of Sedgefield Gate Road in Sedgefield Landing onto
the subject property, or from the subject property onto Sedgefield Gate Road.
3) Tract 3 (43.1 acres), proposed mixed use/commercial/ residential/adaptive reuse, shall be limited to:
a) All uses permitted in R. RM, and TN districts with dwelling units not to exceed 571 units with a
maximum building height of 4 stories.
b) Uses permitted in retail, office or an institutional setting containing uses permitted in the R, RM, MU,
PI, CL, CM, CH, CN and 0 zoning districts. New commercial square footage will not exceed 200,000 square
feet (GFA), in addition to the square footage of existing buildings located on tract 3 as of March 9, 2015.
c) A mix of residential and commercial uses is allowed.
4) Tracts 4 (11.79 acres) and 5 (24.08 acres), proposed residential, shall be limited to uses permitted in
the R. RM, and TN districts and shall be further conditioned as follows:
ZONE 3
ZONE 2
ZONE 1
MOTH OF STREAM
LONE 1
ZONE 2
ZONE 3
50' VEGETATED
20' RIPARIAN
70' UNDISTURBED
FROM TOB TO TOB
30' UNDISTURBED
20' RIPARIAN
50' VEGETATED
BUFFER
BUFFER
BUFFER
w
BUFFER
BUFFER
BUFFER
L-7
a
(::1
�
A[::
88.90
I
STREAM BUFFER DETAIL
N.T.S.
NOTES:
1. AREA DETERMINED BY LEAST SQUARES METHOD.
2. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING
AND URBAN DEVELOPMENT PER PANEL MAP 3710783200J
ZONE "X" DATED JUNE 18, 2008.
3. BOUNDARY LINES NOT SURVEYED ARE SHOWN DASHED.
4. DEED REFERENCES:
D.B. 6920 PG. 1579 GUILFORD COUNTY IS SUBJECT PROPERTY.
EVANS ENGINEERING HAS NOT PERFORMED ANY TITLE SEARCH.
5. TOTAL AREA= 131.43 ACRES.
6 THIS SURVEY IS OF AN ACTUAL FIELD SURVEY HAVING
CP REPLACES EIP
FROM 5-04-1996 SURVEY ;
FROM 3-20-2008 SURVEY /
WAS IN C/L TRACKS NOW
1.62' WEST OF TRACKS ,
RIDGE OWNERS ASSOCIATION
COMMON ELEMENTS
D.B. 4865 PG. 1876
REVISIONS
OWNER NAME AND ADDRESS STM. DESCRIPTION DATE BY
KSL SEDGEFIELD PILOT, LLC,
C/O KISCO SENIOR LIVING, LLC
5790 FLEET STREET, SUITE 300
CARLSBAD, CA. 92008
/ PHONE (336)
/ P.B. 139 PG. 99
/JCT.M. 0072390 LEGEND:
N.C.D.O.TZONED GO -M . EP EDGE OF EXISTING PAVEMENT
PILOTS RIDGE, LLC \ D.B. 7533 PG. 1347 N.C.G.S. NORTH CAROLINA GEODETIC SURVEY
COMMON ELEMENTS T.M. 0220476 �L CENTERLINE
D.B. 4865 PG. 1876 ' \ \ C'ij� ♦ R/W RIGHT-OF-WAY
P.B. 139 PG. 98 , (/ % G.D. GRID DISTANCE
rP
T.M. 0072390 , OO S'If rii H.D. HORIZONTAL DISTANCE
ZONED GO -M / 00 O`SSj`TS / D.B. DEED BOOK
c, NIP o\ / . BOG 'hA PG. PAGE
0o F J h0 B.C. BACK CURBING
CP REPLACES EIP ' 1 O / ��? 200 SSJ / �1 / ♦0 D SPK 12" SPIKE OR NAIL
FROM 5-04-1996 SURVEY `� k:` / S'r '�S, `�/ O O NIP NEW IRON PIPE
FROM 3-20-2008 SURVEY , �5 roti 1�1 tiJ AI, O EIR EXISTING IRON -SOLID OR REBAR
/ ���` L / EIP QO / �0 O O EIP EXISTING IRON PIPE
/ c^ CRWM CONCRETE RIGHT OF WAY MONUMENT
� � / / �o�� /
,/851 \V7
n0 \
o°` .° 841 ♦s
U P TRACT 6 (`/ / ♦`�
EIP (` IS8�SEDGEFIELD PILOT \ \ K.C.D.O.T.
6' T �S To S \\ , D.B. 6920 PG. 1579 E. B,/5542 PG. 1649 /
T.M. 0156629 D.B. 5544 PG. 1359
TO P �6'/ 16.82 ACRES D.B. 6178 PG. 2231 �
PG. 35
T.M. 272-1`g5N,2,3,4 5,6,7,11
AN ERROR OF LESS THAN 1'66,650' FEET. P / k ZONED\O
7. ALL DISTANCES SHOWN HEREON ARE IN US SURVEY FEET
UNLESS SPECIFIED OTHERWISE. zl ;p* 10� �l ,�C� 'W \ ,
8. PROPERTY IS CURRENTLY ZONED CU -PUD.
OLD 'ONC. / / �S
9. THERE ARE NORTH CAROLINA GEODETIC SURVEY MARKERS 1° 00 GP �0 MONUMENT / / f,L --------'--'' ------
WITHIN
_____WITHIN 2000 FEET OF SUBJECT PROPERTY AS SHOWN. m 2�'FO �O FQ rLOOf` / / J �'�
'' ' ----- _
o ,p GOQO-'---
10. PROPERTY IS PART OF 1999 COUNTY TAX MAP 11-684-868-2
AND CURRENTLY LISTED AS PARCEL ID 0156629. O� EIP'S
11. PROPOSED PUBLIC SANITARY SEWER EASEMENTS AND 0� Q�'`1 / (� `y CRWM __--''EP _
PROPOSED PUMP STATION EASEMENT TO BE DEDICATED \\, C,� NIP _ Ep �FN ---------------- -_
BY THIS PLAT. �k 1v y0'_ `J
EXEMPT PLAT FOR
KSL SEDGEFIELD PILOT, LLC
5300 HIGH POINT ROAD
12. ALL REFERENCES TO UDP SHALL REFER TO THE UNIFIED X53"RWM 04 ,--'''� JAMESTOWN TOWNSHIP -GUILFORD COUNTY
DEVELOPMENT PLAT RECORDED IN PLAT BOOK 192, P� /�gtt�2 51622 565 $g 16_--'' EP - Pa�i�, �r �'�9d
PAGE 24 & 25, AS HERE AFTER AMENDED.�h1 i �56y 15� p0 272'75' _- _ _- _- 11'p3 E � a N.C.D.O.T. ♦ ��
! G0 GN- �p,SPIKE _- _ _--'' _ _---' N�5 27 •�D.B. 5677 PG. 11 k1 �� 9� GREENSBORO, NORTH CAROLINA
k°c O Q�� -' -- ''"--- _- - SPIKE 'j�` P.B. 8 PG. 35 Q,� FEBRUARY 6 201
GUILFORD COUNTY BOARD OF EDUCATION a /CRWM - _ 13 � T.M. 272-15-2 ` A t�� 9
D.B. 4264 PG. 1399 tx rD \ \ - i
�' '` O / CRWM \� IO ,yR S� �� ZONED 0 ¢OQ' / / \ ♦ ♦ `.` TrS S2�'O rLJ /
P.B. 121 PG. 100, 101 G `L �'
'_--''-''`��� \ ?�� 22 �O1100 0 200
T.M. 0095287
ZONED 0 �Q. FO /,L - • g'25"E -11 A ! / \ 691
ADAMS FARM COMMUNITY ASSOCIATION
COMMON ELEMENTS
D.B. 4241 PG. 0551
P.B. 106 PG. 151
T.M. 0064480
ZONED CU -PDR
a) The number of residential units In Tract 4 shall not exceed 130 units with a maximum building height
of three stories. Additionally, uses shall be limited to multifamily (Elderly). Chain link fencing is prohibited. \
No garages or storage buildings shall be located between High Point Road and the principal structure. Vinyl \
or stucco materials are prohibited on all exterior building elevations \
EIP
b) The number of residential units in Tract 5 shall not exceed 226 units, with a maximum building height CP REPLACES EIP
of two stories and a minimum open space of 3.61 acres.
P P FROM 5-04-1996 SURV `2
FROM 3-20-2008 SU EY
5) Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses limited to WAS IN C/L TRACKS NOW
those consistent with the PNR district, with an exception to allow construction necessary for wetland CP 0.09' WEST /TRACKS
mitigation and storm water control.
/
CURVE TABLE ADAMS FARM COMMUNITY ASSOCIATION
COMMON ELEMENTS 001
CURVE H IN H A L N A IU
C-1
C-2 S58*00'19"W 204-71' 204_89P 1 400-00'
C-3
C-4 N64*39'44"F 199-41' 199-64' 1 19000'
C-5
C-6
C-7
C-8
C-9
C-10
C-1 1
C-12
D.B. 4241 PG. 0551
P.B. 110 PG. 114
T.M. 0064480
ZONED CU -PDR
♦ 'V Ry G � /, /i
5 �1
CI;W(� 410.31 EIP \�`� / �¢ / / \ \70, �\ 0
SCALE IN FEET
Ar
/ p g MONUMEN ,s 'ROBERT J. 6ARRETT\
NIP - I \ `_ /- 5767/PG. 3093 i OA�O
-' .'' '7 CT 7 / p"� `Qy;, \71, PB.A PG. 35 / � � SURVEY AND PLAT BY
NIP
NIP
0
Ny n TOWER 67 /
Ip c
0 0 0 /
UDP TRACT 2 /
A-
0 wo KSL SEDGEFIELD PILOT /
00 0o D.B. 6920 PG.
T.M. 01566299 /
16.73 ACRES
/N
.b-
IP
0 IP �OG�G�,``p��QG•'h
O�
O
T\.fA. 0155281 / \
y00 \ \` /LONED SCODf2 \
1N S�\! / //721 / / / /` ` \
s0l0�\ %< yo / 173/ I
EVANS ENGINEERING, INC.
ENGINEERS, SURVEYORS, PLANNERS
4609 DUNDAS DRIVE
GREENSBORO N.C. 27407
PHONE: [phone] FAX: [phone]
LICENSE C-0168
_/ \ / / ♦ VIEW SHED EASEMENT NOTE:
ICHAI!L ALLEN GEORGE A/W\ View Shed Easement as shown, for unobstructed visibility at
BENT EIP \\ \s �\ 0 YOULAGT(DRA M. GEORGE grade from and to the 'Historical Buildings' located on the
\ 0 D.B. 8 0 PG. 1974 'Historical Property' and High Point Road. The View Shed
P.B. 8,PG. 35 �\`1 Easement prohibits the construction of any man-made
a�\\ T.M. Oi 5280 improvements without prior written permission of the owner of the
ZONED SCGD-2 ���' FAIRFAX ROAD Historical Property'. The owner of the 'Historical Property'
r1 \ �,\� ♦ �� /611 \S� S.R.#1585 \ reserves the right to remove and trim trees and other vegetation
AI ♦ S \_, \ ` within the View Shed Easement. Structures are allowed for the
/0 CARLISLE ESTATES I installation and maintenance of the planned pump station.
P.B. 8 PG. 35
AREA SHOWN AS PARK. 0!
SEE ALSO D.B. 516 PG. 480
E\ ZONED SCOD-2 N.C.D.AT.
\ D.B. 5169 PGS420
\\ `\♦ ► ` P.B. 8 PG. 3
♦ ® J.M. 272-15-1 cOti
o , , / i \, \ / 5 h/ \\. iso '00
®♦
CP REPLACES EIP rK / o\ \ N O \ �� PUMP STATION LOT 0.20 ACRES \'�
FROM 5-04-1996 SURVEYQa
FROM 3-20-2008 SURVEY/ / ,, / xj0 �F G'/,Y \ ., ,,o TOTAL SITE 114.59 ACRES `\ COBB ROAD
CP 0.39' WEST OF TRACKS /2 ,/ /; ,, k 1 ,h c`,y0 s's+A p� \ �r,♦^�-�. ♦�♦= I I �JIP\, j�IR� o. NOT AN OPEN STREET �► c'�SS
O/ 9 \ � j�
9 , , , 9 Sj• q \ \ EXISTING LAKE TO BE DRAINED
S�O NIP \ I f ! `\ ♦ �n a'
1 " EIP ; ' ; /'� `t�� xe0 \/' \\ \ \ \ HISTORICAL TRACT' I I44 I III // �\ �0 , y <o. \ `
/ IPS ,' , x O / / \ \ \ \ 1 I I o
/ �4. CRWM 20 O / /00 \ I I l �, / \\� Un
y p n � '/� \
cP D.B. 1276 PG. 1110
' / /5 O / 6 / \ \ yI I / \ c^ < G J. PILOT LIFE INSURANCE CO.
SETBACKS PER UDP / i c�� tiN 1 ,t, O 1�i \ \ \ 1 14P4 ( c� n v' \
GCB PARTNERS / , , /`9 A S PROPOSED FUTURE 8" SEWER MAIN \k. \ \ \ STREAM BUFFER LOCATION SHOWN MAY \ PROPOSED PUBLIC U ` '\ N0 -A -A
T.M. 0155277
UDP TRACTS 1 & 2 ' / 1 6`• \ `'Pi EI �� t^ 0 ZONED SCOD-2 \
D.B. 7948 PG. 2330 , , , , / / CHANGE ONCE STREAM IS REESTABLISHED SANITARY `I I o
RESIDENTIAL SETBACKS TO COMPLY WITH RM -26 DISTRICT PER LDO p•g• 195 PG. 50 / ,' ,' % NIP .� S/ ' / \
S• ly .NIP \ \ \ \ \ \ \ \ SEWER EASEMENT I ) I / NI \\\\\ T a� Q /
SECTION 30-7-3.2(H) AND NON-RESIDENTIAL DEVELOPMENT TO T.M. 0226202 i / rj 'Y SEDGEFIELD GATE PHASE 3 ' \ \ \ I I / 1 N ^ O ,` \ \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. ZONED CU -HB / Q / ; ,/ C !, O>9Au�` D.B. 3864 PG. 1701 / \ \ \ \ \ \ 1.25 ACRES I I I j / \ \ ♦ � / \ \
UDP TRACT 3 Q ,' /GRANITE
9 2 Sd, M. 11-684-G-868-1 ' \ \ \ \ \ \ \ I^ I I arc I I \�\ �� / \ /,
P.B. 134 PG. 71 \ II I \ \
k. Q GRANITEp `P� / / \ \ �� \ 11 I� \ ` ` /\ \ 58)
RESIDENTIAL SETBACKS TO COMPLY WITH RM -18 DISTRICT STANDARDS k. 4 MONUMENT / , ! ZONED GO -M / / \ \ \ \ ��\\ / \ \ \ \ /
PER LDO SECTION 30-7-3.2(G) AND NON-RESIDENTIAL DEVELOPMENT TO �Q /181 / !2 SJ ' / \ \ \\ \ \ \ 1� \ - T'r N -� �\ �� , \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. J�1 \_� `S� NIP \\\ \\\ \ \ \ UDP TRACT 3 / s OR\C� \� \ I z� �' 3 _�P� \ \ \ \ \ \ �57� \
UDP TRACT 4 RESIDENTIAL SETBACKS TO COMPLY WITH RM -8 L O r / i \ \ \ j Ey • N 1NG G sit _ZONE r\` \ \ \ /^1 \
�5 g \ / \ \ \ KSL SEDGEFIELD PILOT gV\�� \ \ I I / M -- _ `��
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(E). \ �� n (i / / \ \ \ \ D.B. 6920 PG. 1579 \ / ZONE t \.��' \ \ 156
'LL 1iiJ / \ \ 1 y-� / /,NIP ZON \ \ \ `' \
\ \ \ \ o T.M. 0156629 \ a{- -� E t
UDP TRACT 5 RESIDENTIAL SETBACKS TO COMPLY WITH RM -12 (, SS2 S ' \ \ �p �c� 86.08 ACRES \ Ip O �1ZQN '" ` `
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(F). G S �j sfl j 2J \ �p\?\c \ /p / // J `- _ - (\ \53/ \_/
G \ / r \ / \ / 2� €I ! 1 \ 55 \
.2� / 6' \��O`�6 / GONE 3
NOTE: UDP TRACTS 1 AND 5 ARE NOT PART OF THIS PLAT.\ ,o ,a F \ O / ' S' 1 �2F F� \ ^o/ / //j ��,` (, F \ /541
NOTE: UDP TRACT NUMBERS REFERENCE THE TRACT
NUMBERS ON THE RECORDED UNIFIED DEVELOPMENT PLAN
UDP TRACT 3 SITE DATA:
AREA: ±86.08 ACRES
UDP 3 AS SHOWN ON THIS EXEMPT PLAT IS THE REMAINING
AREA
UDP TRACT 2 SITE DATA:
AREA: ±16.72 ACRES
PROPOSED USES: MIXED-COM/RES
MAX BUILDING HEIGHT: 5 STORIES
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -26 DISTRICT
MAX. UNITS: 380
MIN. OPEN SPACE: 1.67 AC
7. OF OPEN SPACE REQ'D: 10%
COMMERCIAL REQUIREMENTS:
SETBACKS: COMPLY WITH C -M DISTRICT
MAX. GFA: 260,000 SF
MIN. OPEN SPACE: 0.60 AC
7. OF OPEN SPACE REQ'D: 10%
UDP TRACT 4 SITE DATA:
AREA: ±11.79 ACRES
PROPOSED USES: RES -MULTI FAMILY
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -8 DISTRICT
MAX. UNITS: 93
MIN. OPEN SPACE: 1.77 AC
7. OF OPEN SPACE REQ'D: 15%
UDP TRACT 6 SITE DATA:
THIS TRACT WILL REMAIN UNDEVELOPED AND
UNDISTURBED AND WILL BE ALLOCATED AS OPEN SPACE.
AREA: ±16.81 ACRES
OPEN SPACE PROVIDED: 16.81 AC
Jefferson Pilot -Exempt Plat-1.dwg
o
.S(\ \\EIP`/'S�0� >6�
4_45r° �c�. / /� / \ tc`08sr '0 9>� \I GRANIT `� / �\ / // �\ �' �9
EXISTING LAKE TO BE DRAINED \ \ / / PROPOSED 8 SEWER MAIN S Y
QY�Q,1`o / 119% / \ c `G� G' !j MON NT 2 / �� \ PROPOSED / /JSP / �h/ / / / 1 \0/ .o'1'p9�
�A°o�Q�O� 0fo°, / \ 0;��6'B 0/ / �i-�` z \ .� .� .\ \ vlEw SHED / // �v/ / // EIP II 1 S03"� 0,11 /0 \
EASEMENT /// I n 0
°h og` P, tp N " v (SEE NOTE)UDP TRACT 4 I
cas� p 1.16'09 W D.M.&U.E.-50' FROM TOP OF \ ` '`� ` `. \ PROPOSED / \.� / .�
PUBLIC / I , ,
O• 0 / \20 / w. 51 BANK. EACH SIDE 1` ` �`� ` \ `� /ti / / / ,
EIP cJn EIP 183.82 SEE STREAM BUFFER DETAIL ` I `�, SANITARY /� Un
/ /(�p ti �° j��� / / // KSL SEDGEFIELD PILOT n EIP I
0 \ ! 1, ` \ SEWER /� �° �/ D.B.
2015 629579 i I i i k4%
"W ( \ \ 1 �. R ` /OQ h / / 1 1.80 ACRES_i
SEDGEFIELD GATE 34 \ EASEMENT ' ^� ' / \
PHASE 2 EIP 571'p9 1 �' \� .� `. \1.25 ACRES / �. / f<1IP �. / // / r7 i i `� _4
D.B. 3864 PG. 1701 199 g3 \ \ /, PROPOSED FUTURE 8" SEWER MAIN \ `�/ ; �. ` >� G\ / / // /� N !\
/ \ P.B. 123 PG. 27 '291 130; \� _tk/ / /j \ SEE SHEETS PSA AND PS.2/-
/ M. 11-682-F-869-33 HENRY R. CANIPE \ \_/ \\ �` "`� '. `� ♦ i \.�/ /j /// FOR PROPOSED PUMP z \ �`� --�' ,'' I\ \ \3/ \
D.B. 5917 PG. 0199 \ �� / ` \ _ it / STATION DETAILS `' EIP
/ ZONED GO -M _ V . �� 1 W
UNRECORDED PLAT � n z a \� `. `• ! EIP
/ \ SEDGEFIELD SECT 1 SHE 2 \ �, `� `. J - I EIP �2�
/ � T.M. 11-682-F-869-25 � � �+ � \ �`, \�• � _ I� ^j`I- P �'5-
/ / \ - 1 "t
ZONED RS -20 9 I I EIP EIP 2
In rn �x N- �` '- ol/^�I I 662. 8' CITY LIMITS IN 2 Z# I_ -'
30'x30'BELLSOUTH EI EIP TOTAL -1023.62' L-25
OVERALL SITE DATA: \ EASEMENT EIP --- S86'3---- --__------------------- � - �_-------�-�
PARCEL NUMBER: 0156629 \ \ \ / L-26 ------------ - �__-� ------ �! :•
PROPOSED NUMBER OF LOTS: 4 \ \ SEDGEFIELD GATE D.B. 3359 PG. 0220 o EI-- E'
TOTAL LOT AREA: 131.4 ACRES \ 251 \ D.B. 3190 PG. 0237 \ \
o o L-29----- ---------- -- y _ moi+• r
DEED REFERENCE: DB 6920, PG 1579 /241 \ 1 / D.B. 3249 PG. 305 _ ----------------- � %�- 1 I CIT`!' LIMITS (OUT) I \
ZONED: CU -PUD, A PORTION OF THIS PROPERTY LIES IN SCOD 2. \ \-/ \ \ P.B. 72 PG. 87 516 25 41, 1i _� _ �r HIGH POINT ROAD i I \
-70
UNIFIED DEVELOPMENT PLAT RECORDED: PB 192, PG 24 \ \ T.M. 1 1-682-D-869-25 \ \ g25;__- U.S. HIGHWAY WAY _
CURRENT USE: VACANT \ \ ZONED GO -M \ \ EIP - --__ I Q 3 100' RIGHT OF WAY v 1 I , 2) ,-
PROPOSED USE: MIXED \ EIP - ' I ♦ s� n U_ A MAJOR THOROUGHFARE 1
LAND USE CLASSIFICATIONNACANT \ �� .1 39_--i-_ / 1 F WPY I /-1 0 W 0 `� SEE D.B. 587 PG.
169 \_/
EXISTING GFA: 225,699 SF EP _ - OF R\G OF�2 I _ \12/ ♦ �
PROPOSED GFA: 0 SF _ TERLIN EET 2 /1 11 I ♦`L
Ep \CEN gEE IN , 9% I �10� I \`/ - - ♦�'c �✓ R vi 1 1
8; I I I EET_�T00_D LANE k16) II
WATERSHED DATA: _ _ I I TL
WATERSHEMLOWER RANDLEMAN LAKE GWA I \ g� ( 17/ \ \ I I / /r PRIVATE ALLEY N \ I
EX. BUA: 13.28 ACRES (10%) 131
MAXIMUM ALLOWED BUA: = 65.71 AC (50%) I 1_/ I J.
SOILS: CcB, EnB, EnC, EnD, IrB SEDGEFIELID SECTION 3 \_/
FLOODPLAIN DATA: MAP #3710783200J, PANEL #7832, DATED 6/18/2007 k4i I SHI�ET A Ji '
DISTANCE TO FLOODWAY: >2000'P.B. 1 PG. 29 \ -
I T.M. 11-482-B-869 \ -
.3; �\ \
Q► 00-01
i �- 00
•
1 4
�3
W of
I INF TARI F
LINE
HILLTOP RD
DISTANCE
L-1
N45'56 35 W
112.22
L-2
N4446'1 5 W
100.00
L-3
S4446 07 E
100.01
L-4
S45'57 40 E
40.31
L-5
S44'20 50 W
w
L-6
C��
3.28
L-7
a
29.05
�
S67'24 22 W
88.90
N
N45'56'51 W
200.43
L-10
N70'42 04 E
EXIT 100
L-1 1
0
z
85.60
F
N66'43 27 E
50.58
$
1
81.23
9
S41'07'301
p
i
S37'27 45 E
OF
L-16
Av
103.92
L-17
SITE
5.01
L-18
S35'17'57"E
MACKAY RD
HIGH POINT RD
S43'21 44 E
137.53
L-20
S44'19 00"E
ANSON RD
L-21
WAYNE RD
133.19
L-22
'46'45"W
at
L-23
S71'57 26 W
99.91
SEDGEFIELD
30
99.77'
L-25
S85'42 34 W
100.05
z
S88'39'09"W
COGi
0/
FR
v
FtD
o
L-28
O�
RFK\NGHAN'
S76'40 25"W
100.32
L-30
3 VICINITY
MAP 1 "=3000'
L-31
N12'52'58"E
EXEMPT PLAT FOR
KSL SEDGEFIELD PILOT, LLC
5300 HIGH POINT ROAD
12. ALL REFERENCES TO UDP SHALL REFER TO THE UNIFIED X53"RWM 04 ,--'''� JAMESTOWN TOWNSHIP -GUILFORD COUNTY
DEVELOPMENT PLAT RECORDED IN PLAT BOOK 192, P� /�gtt�2 51622 565 $g 16_--'' EP - Pa�i�, �r �'�9d
PAGE 24 & 25, AS HERE AFTER AMENDED.�h1 i �56y 15� p0 272'75' _- _ _- _- 11'p3 E � a N.C.D.O.T. ♦ ��
! G0 GN- �p,SPIKE _- _ _--'' _ _---' N�5 27 •�D.B. 5677 PG. 11 k1 �� 9� GREENSBORO, NORTH CAROLINA
k°c O Q�� -' -- ''"--- _- - SPIKE 'j�` P.B. 8 PG. 35 Q,� FEBRUARY 6 201
GUILFORD COUNTY BOARD OF EDUCATION a /CRWM - _ 13 � T.M. 272-15-2 ` A t�� 9
D.B. 4264 PG. 1399 tx rD \ \ - i
�' '` O / CRWM \� IO ,yR S� �� ZONED 0 ¢OQ' / / \ ♦ ♦ `.` TrS S2�'O rLJ /
P.B. 121 PG. 100, 101 G `L �'
'_--''-''`��� \ ?�� 22 �O1100 0 200
T.M. 0095287
ZONED 0 �Q. FO /,L - • g'25"E -11 A ! / \ 691
ADAMS FARM COMMUNITY ASSOCIATION
COMMON ELEMENTS
D.B. 4241 PG. 0551
P.B. 106 PG. 151
T.M. 0064480
ZONED CU -PDR
a) The number of residential units In Tract 4 shall not exceed 130 units with a maximum building height
of three stories. Additionally, uses shall be limited to multifamily (Elderly). Chain link fencing is prohibited. \
No garages or storage buildings shall be located between High Point Road and the principal structure. Vinyl \
or stucco materials are prohibited on all exterior building elevations \
EIP
b) The number of residential units in Tract 5 shall not exceed 226 units, with a maximum building height CP REPLACES EIP
of two stories and a minimum open space of 3.61 acres.
P P FROM 5-04-1996 SURV `2
FROM 3-20-2008 SU EY
5) Tract 6 (16.81 acres) will be reserved as a buffer and mitigation site, with permitted uses limited to WAS IN C/L TRACKS NOW
those consistent with the PNR district, with an exception to allow construction necessary for wetland CP 0.09' WEST /TRACKS
mitigation and storm water control.
/
CURVE TABLE ADAMS FARM COMMUNITY ASSOCIATION
COMMON ELEMENTS 001
CURVE H IN H A L N A IU
C-1
C-2 S58*00'19"W 204-71' 204_89P 1 400-00'
C-3
C-4 N64*39'44"F 199-41' 199-64' 1 19000'
C-5
C-6
C-7
C-8
C-9
C-10
C-1 1
C-12
D.B. 4241 PG. 0551
P.B. 110 PG. 114
T.M. 0064480
ZONED CU -PDR
♦ 'V Ry G � /, /i
5 �1
CI;W(� 410.31 EIP \�`� / �¢ / / \ \70, �\ 0
SCALE IN FEET
Ar
/ p g MONUMEN ,s 'ROBERT J. 6ARRETT\
NIP - I \ `_ /- 5767/PG. 3093 i OA�O
-' .'' '7 CT 7 / p"� `Qy;, \71, PB.A PG. 35 / � � SURVEY AND PLAT BY
NIP
NIP
0
Ny n TOWER 67 /
Ip c
0 0 0 /
UDP TRACT 2 /
A-
0 wo KSL SEDGEFIELD PILOT /
00 0o D.B. 6920 PG.
T.M. 01566299 /
16.73 ACRES
/N
.b-
IP
0 IP �OG�G�,``p��QG•'h
O�
O
T\.fA. 0155281 / \
y00 \ \` /LONED SCODf2 \
1N S�\! / //721 / / / /` ` \
s0l0�\ %< yo / 173/ I
EVANS ENGINEERING, INC.
ENGINEERS, SURVEYORS, PLANNERS
4609 DUNDAS DRIVE
GREENSBORO N.C. 27407
PHONE: [phone] FAX: [phone]
LICENSE C-0168
_/ \ / / ♦ VIEW SHED EASEMENT NOTE:
ICHAI!L ALLEN GEORGE A/W\ View Shed Easement as shown, for unobstructed visibility at
BENT EIP \\ \s �\ 0 YOULAGT(DRA M. GEORGE grade from and to the 'Historical Buildings' located on the
\ 0 D.B. 8 0 PG. 1974 'Historical Property' and High Point Road. The View Shed
P.B. 8,PG. 35 �\`1 Easement prohibits the construction of any man-made
a�\\ T.M. Oi 5280 improvements without prior written permission of the owner of the
ZONED SCGD-2 ���' FAIRFAX ROAD Historical Property'. The owner of the 'Historical Property'
r1 \ �,\� ♦ �� /611 \S� S.R.#1585 \ reserves the right to remove and trim trees and other vegetation
AI ♦ S \_, \ ` within the View Shed Easement. Structures are allowed for the
/0 CARLISLE ESTATES I installation and maintenance of the planned pump station.
P.B. 8 PG. 35
AREA SHOWN AS PARK. 0!
SEE ALSO D.B. 516 PG. 480
E\ ZONED SCOD-2 N.C.D.AT.
\ D.B. 5169 PGS420
\\ `\♦ ► ` P.B. 8 PG. 3
♦ ® J.M. 272-15-1 cOti
o , , / i \, \ / 5 h/ \\. iso '00
®♦
CP REPLACES EIP rK / o\ \ N O \ �� PUMP STATION LOT 0.20 ACRES \'�
FROM 5-04-1996 SURVEYQa
FROM 3-20-2008 SURVEY/ / ,, / xj0 �F G'/,Y \ ., ,,o TOTAL SITE 114.59 ACRES `\ COBB ROAD
CP 0.39' WEST OF TRACKS /2 ,/ /; ,, k 1 ,h c`,y0 s's+A p� \ �r,♦^�-�. ♦�♦= I I �JIP\, j�IR� o. NOT AN OPEN STREET �► c'�SS
O/ 9 \ � j�
9 , , , 9 Sj• q \ \ EXISTING LAKE TO BE DRAINED
S�O NIP \ I f ! `\ ♦ �n a'
1 " EIP ; ' ; /'� `t�� xe0 \/' \\ \ \ \ HISTORICAL TRACT' I I44 I III // �\ �0 , y <o. \ `
/ IPS ,' , x O / / \ \ \ \ 1 I I o
/ �4. CRWM 20 O / /00 \ I I l �, / \\� Un
y p n � '/� \
cP D.B. 1276 PG. 1110
' / /5 O / 6 / \ \ yI I / \ c^ < G J. PILOT LIFE INSURANCE CO.
SETBACKS PER UDP / i c�� tiN 1 ,t, O 1�i \ \ \ 1 14P4 ( c� n v' \
GCB PARTNERS / , , /`9 A S PROPOSED FUTURE 8" SEWER MAIN \k. \ \ \ STREAM BUFFER LOCATION SHOWN MAY \ PROPOSED PUBLIC U ` '\ N0 -A -A
T.M. 0155277
UDP TRACTS 1 & 2 ' / 1 6`• \ `'Pi EI �� t^ 0 ZONED SCOD-2 \
D.B. 7948 PG. 2330 , , , , / / CHANGE ONCE STREAM IS REESTABLISHED SANITARY `I I o
RESIDENTIAL SETBACKS TO COMPLY WITH RM -26 DISTRICT PER LDO p•g• 195 PG. 50 / ,' ,' % NIP .� S/ ' / \
S• ly .NIP \ \ \ \ \ \ \ \ SEWER EASEMENT I ) I / NI \\\\\ T a� Q /
SECTION 30-7-3.2(H) AND NON-RESIDENTIAL DEVELOPMENT TO T.M. 0226202 i / rj 'Y SEDGEFIELD GATE PHASE 3 ' \ \ \ I I / 1 N ^ O ,` \ \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. ZONED CU -HB / Q / ; ,/ C !, O>9Au�` D.B. 3864 PG. 1701 / \ \ \ \ \ \ 1.25 ACRES I I I j / \ \ ♦ � / \ \
UDP TRACT 3 Q ,' /GRANITE
9 2 Sd, M. 11-684-G-868-1 ' \ \ \ \ \ \ \ I^ I I arc I I \�\ �� / \ /,
P.B. 134 PG. 71 \ II I \ \
k. Q GRANITEp `P� / / \ \ �� \ 11 I� \ ` ` /\ \ 58)
RESIDENTIAL SETBACKS TO COMPLY WITH RM -18 DISTRICT STANDARDS k. 4 MONUMENT / , ! ZONED GO -M / / \ \ \ \ ��\\ / \ \ \ \ /
PER LDO SECTION 30-7-3.2(G) AND NON-RESIDENTIAL DEVELOPMENT TO �Q /181 / !2 SJ ' / \ \ \\ \ \ \ 1� \ - T'r N -� �\ �� , \
COMPLY WITH COMMERCIAL -MEDIUM DISTRICT PER SECTION 30-7-5.1. J�1 \_� `S� NIP \\\ \\\ \ \ \ UDP TRACT 3 / s OR\C� \� \ I z� �' 3 _�P� \ \ \ \ \ \ �57� \
UDP TRACT 4 RESIDENTIAL SETBACKS TO COMPLY WITH RM -8 L O r / i \ \ \ j Ey • N 1NG G sit _ZONE r\` \ \ \ /^1 \
�5 g \ / \ \ \ KSL SEDGEFIELD PILOT gV\�� \ \ I I / M -- _ `��
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(E). \ �� n (i / / \ \ \ \ D.B. 6920 PG. 1579 \ / ZONE t \.��' \ \ 156
'LL 1iiJ / \ \ 1 y-� / /,NIP ZON \ \ \ `' \
\ \ \ \ o T.M. 0156629 \ a{- -� E t
UDP TRACT 5 RESIDENTIAL SETBACKS TO COMPLY WITH RM -12 (, SS2 S ' \ \ �p �c� 86.08 ACRES \ Ip O �1ZQN '" ` `
DISTRICT STANDARDS PER LDO SECTION 30-7-3.2(F). G S �j sfl j 2J \ �p\?\c \ /p / // J `- _ - (\ \53/ \_/
G \ / r \ / \ / 2� €I ! 1 \ 55 \
.2� / 6' \��O`�6 / GONE 3
NOTE: UDP TRACTS 1 AND 5 ARE NOT PART OF THIS PLAT.\ ,o ,a F \ O / ' S' 1 �2F F� \ ^o/ / //j ��,` (, F \ /541
NOTE: UDP TRACT NUMBERS REFERENCE THE TRACT
NUMBERS ON THE RECORDED UNIFIED DEVELOPMENT PLAN
UDP TRACT 3 SITE DATA:
AREA: ±86.08 ACRES
UDP 3 AS SHOWN ON THIS EXEMPT PLAT IS THE REMAINING
AREA
UDP TRACT 2 SITE DATA:
AREA: ±16.72 ACRES
PROPOSED USES: MIXED-COM/RES
MAX BUILDING HEIGHT: 5 STORIES
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -26 DISTRICT
MAX. UNITS: 380
MIN. OPEN SPACE: 1.67 AC
7. OF OPEN SPACE REQ'D: 10%
COMMERCIAL REQUIREMENTS:
SETBACKS: COMPLY WITH C -M DISTRICT
MAX. GFA: 260,000 SF
MIN. OPEN SPACE: 0.60 AC
7. OF OPEN SPACE REQ'D: 10%
UDP TRACT 4 SITE DATA:
AREA: ±11.79 ACRES
PROPOSED USES: RES -MULTI FAMILY
RESIDENTIAL REQUIREMENTS:
SETBACKS: COMPLY WITH RM -8 DISTRICT
MAX. UNITS: 93
MIN. OPEN SPACE: 1.77 AC
7. OF OPEN SPACE REQ'D: 15%
UDP TRACT 6 SITE DATA:
THIS TRACT WILL REMAIN UNDEVELOPED AND
UNDISTURBED AND WILL BE ALLOCATED AS OPEN SPACE.
AREA: ±16.81 ACRES
OPEN SPACE PROVIDED: 16.81 AC
Jefferson Pilot -Exempt Plat-1.dwg
o
.S(\ \\EIP`/'S�0� >6�
4_45r° �c�. / /� / \ tc`08sr '0 9>� \I GRANIT `� / �\ / // �\ �' �9
EXISTING LAKE TO BE DRAINED \ \ / / PROPOSED 8 SEWER MAIN S Y
QY�Q,1`o / 119% / \ c `G� G' !j MON NT 2 / �� \ PROPOSED / /JSP / �h/ / / / 1 \0/ .o'1'p9�
�A°o�Q�O� 0fo°, / \ 0;��6'B 0/ / �i-�` z \ .� .� .\ \ vlEw SHED / // �v/ / // EIP II 1 S03"� 0,11 /0 \
EASEMENT /// I n 0
°h og` P, tp N " v (SEE NOTE)UDP TRACT 4 I
cas� p 1.16'09 W D.M.&U.E.-50' FROM TOP OF \ ` '`� ` `. \ PROPOSED / \.� / .�
PUBLIC / I , ,
O• 0 / \20 / w. 51 BANK. EACH SIDE 1` ` �`� ` \ `� /ti / / / ,
EIP cJn EIP 183.82 SEE STREAM BUFFER DETAIL ` I `�, SANITARY /� Un
/ /(�p ti �° j��� / / // KSL SEDGEFIELD PILOT n EIP I
0 \ ! 1, ` \ SEWER /� �° �/ D.B.
2015 629579 i I i i k4%
"W ( \ \ 1 �. R ` /OQ h / / 1 1.80 ACRES_i
SEDGEFIELD GATE 34 \ EASEMENT ' ^� ' / \
PHASE 2 EIP 571'p9 1 �' \� .� `. \1.25 ACRES / �. / f<1IP �. / // / r7 i i `� _4
D.B. 3864 PG. 1701 199 g3 \ \ /, PROPOSED FUTURE 8" SEWER MAIN \ `�/ ; �. ` >� G\ / / // /� N !\
/ \ P.B. 123 PG. 27 '291 130; \� _tk/ / /j \ SEE SHEETS PSA AND PS.2/-
/ M. 11-682-F-869-33 HENRY R. CANIPE \ \_/ \\ �` "`� '. `� ♦ i \.�/ /j /// FOR PROPOSED PUMP z \ �`� --�' ,'' I\ \ \3/ \
D.B. 5917 PG. 0199 \ �� / ` \ _ it / STATION DETAILS `' EIP
/ ZONED GO -M _ V . �� 1 W
UNRECORDED PLAT � n z a \� `. `• ! EIP
/ \ SEDGEFIELD SECT 1 SHE 2 \ �, `� `. J - I EIP �2�
/ � T.M. 11-682-F-869-25 � � �+ � \ �`, \�• � _ I� ^j`I- P �'5-
/ / \ - 1 "t
ZONED RS -20 9 I I EIP EIP 2
In rn �x N- �` '- ol/^�I I 662. 8' CITY LIMITS IN 2 Z# I_ -'
30'x30'BELLSOUTH EI EIP TOTAL -1023.62' L-25
OVERALL SITE DATA: \ EASEMENT EIP --- S86'3---- --__------------------- � - �_-------�-�
PARCEL NUMBER: 0156629 \ \ \ / L-26 ------------ - �__-� ------ �! :•
PROPOSED NUMBER OF LOTS: 4 \ \ SEDGEFIELD GATE D.B. 3359 PG. 0220 o EI-- E'
TOTAL LOT AREA: 131.4 ACRES \ 251 \ D.B. 3190 PG. 0237 \ \
o o L-29----- ---------- -- y _ moi+• r
DEED REFERENCE: DB 6920, PG 1579 /241 \ 1 / D.B. 3249 PG. 305 _ ----------------- � %�- 1 I CIT`!' LIMITS (OUT) I \
ZONED: CU -PUD, A PORTION OF THIS PROPERTY LIES IN SCOD 2. \ \-/ \ \ P.B. 72 PG. 87 516 25 41, 1i _� _ �r HIGH POINT ROAD i I \
-70
UNIFIED DEVELOPMENT PLAT RECORDED: PB 192, PG 24 \ \ T.M. 1 1-682-D-869-25 \ \ g25;__- U.S. HIGHWAY WAY _
CURRENT USE: VACANT \ \ ZONED GO -M \ \ EIP - --__ I Q 3 100' RIGHT OF WAY v 1 I , 2) ,-
PROPOSED USE: MIXED \ EIP - ' I ♦ s� n U_ A MAJOR THOROUGHFARE 1
LAND USE CLASSIFICATIONNACANT \ �� .1 39_--i-_ / 1 F WPY I /-1 0 W 0 `� SEE D.B. 587 PG.
169 \_/
EXISTING GFA: 225,699 SF EP _ - OF R\G OF�2 I _ \12/ ♦ �
PROPOSED GFA: 0 SF _ TERLIN EET 2 /1 11 I ♦`L
Ep \CEN gEE IN , 9% I �10� I \`/ - - ♦�'c �✓ R vi 1 1
8; I I I EET_�T00_D LANE k16) II
WATERSHED DATA: _ _ I I TL
WATERSHEMLOWER RANDLEMAN LAKE GWA I \ g� ( 17/ \ \ I I / /r PRIVATE ALLEY N \ I
EX. BUA: 13.28 ACRES (10%) 131
MAXIMUM ALLOWED BUA: = 65.71 AC (50%) I 1_/ I J.
SOILS: CcB, EnB, EnC, EnD, IrB SEDGEFIELID SECTION 3 \_/
FLOODPLAIN DATA: MAP #3710783200J, PANEL #7832, DATED 6/18/2007 k4i I SHI�ET A Ji '
DISTANCE TO FLOODWAY: >2000'P.B. 1 PG. 29 \ -
I T.M. 11-482-B-869 \ -
.3; �\ \
Q► 00-01
i �- 00
•
1 4
�3
W of
I INF TARI F
LINE
BEARING
DISTANCE
L-1
N45'56 35 W
112.22
L-2
N4446'1 5 W
100.00
L-3
S4446 07 E
100.01
L-4
S45'57 40 E
40.31
L-5
S44'20 50 W
25.00
L-6
S46'06 30 E
3.28
L-7
S27'49 58 E
29.05
L-8
S67'24 22 W
88.90
L-9
N45'56'51 W
200.43
L-10
N70'42 04 E
55.49
L-1 1
N75'07 36 E
85.60
L-12
N66'43 27 E
50.58
L-13
N75'17 08 E
81.23
L-14 1
S41'07'301
113.58
L-15 I
S37'27 45 E
22.60
L-16
S3720'11 3 E
103.92
L-17
S47'40 40 W
5.01
L-18
S35'17'57"E
36.40
L-19
S43'21 44 E
137.53
L-20
S44'19 00"E
0.46
L-21
S00'35 40 W
133.19
L-22
'46'45"W
99.78'
L-23
S71'57 26 W
99.91
L-24
S79'11'56"W
99.77'
L-25
S85'42 34 W
100.05
L-26
S88'39'09"W
66.99'
L-27
S83'43 39 W
68.00
L-28
S80'48'22"W
99.94'
L-29
S76'40 25"W
100.32
L-30
S77'10'20"W
99.99'
L-31
N12'52'58"E
128.80
L-32
N51'12'49"W
32.18'
L-33
N05'01 28 W
103.87
L-34
N48'34'47"E
132.79'
L-35
N40'59 14 E
95.45
L-36
N52'09'07"E
191.41'
L-37
N37'04 24 E
85.31
L-38
N55'43'37"E
63.74'
L-39
N25'45 39 E
76.16
L-40
N46'19'39"E
91.18'
L-41
N32'28 43 W
57.48
L-42
N07-39'11 5"E
1 123.37'
G UTILITY NOTICE:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
5 FIELD SURVEY INFORMATION, RECORDED EASEMENTS, AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE
0 UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.
Q' THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND
/ UTILITIES.
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February, 2019
DESIGNED:
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DATE : 05-01-2019
SHEET 1

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TOTAL PROJECT AREA = 11.79 ACRES
TOTAL APPROXIMATE NON—WETLAND WATERS=1,664 L.F./0.35 ACRES
TOTAL APPROXIMATE WETLANDS = 0.07 ACRES
TOTAL APPROXIMATE UPLANDS = 11.37 ACRES
TOTAL
APPROXIMATE
LINEAR WETLANDS IMPACTED (FILL IMPACTS)
= 0.02
AC. (800 SF)
TOTAL
APPROXIMATE
WETLANDS IMPACTED (FILL IMPACTS) = 0.06
ACRES
(2500 SF)
: F:\l UUl92 - HLG-ureensooro,
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840
840
835
835
830
835
830
830
825
830
825
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825
820
FILL GRADING
820
815
820
815
815
8101
1
815
810
810
805
WETLAND IMPACT
810
805
800
WETLAND
IMPACT
805
18001
800
800
795
795
10+00 +50 11+00 +50 12+00 +50 13+00 13+50
LINEAR WETLAND PROFILE - STA 9+50 TO STA 13+50
Ver I'Col\accerction = /D,
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GRAPHIC SCALL_
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840
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830
830
825
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825
820
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800
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,LOB No. 100192-01-001
DATE : 05-01-2019
SHEET 4

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
January 17, 2019
Timothy O'Halloran
Terracon Consultants, Inc.
2701 Westport Road
Charlotte, NC 28531
Office of Archives and H story
Deputy Secretary Kevin Cherry
Re: Develop Senior Independent Living Facility, 5300 High Point Road, Greensboro, Guilford County,
ER 19-0014
Dear Mr. O'Halloran:
Thank you for your email of December 7, 2018, regarding the above -referenced undertaking. We have
reviewed your submittal and offer the following comments.
This project is within the boundaries of the Pilot Life Insurance Headquarters (GF1234) a property placed on
the State Study List in 2007 and is also a contributing resource within the Pilot Life -Sedgefield Historic District
(GF2993), determined eligible for listing in the National Register of Historic Places in 1990. As proposed, the
project's size and location will result in an adverse effect to the historic property and district.
We look forward to consulting with you regarding the resolution of adverse effects. Please provide the
following documentation to us for review.
♦ Photographs showing the area of potential effect (APE) setting. Photos should demonstrate "big -
picture" views and the visibility of the Headquarters building from the APE.
♦ Site Plans — Should include proposed building footprint, parking, landscaping, etc.
As discussed during our telephone call on January 14, 2019, Terracon is drafting an application for permitting
from the US Army Corps of Engineers. A determination of adverse effect could jeopardize that permitting or
cause a delay in the process. We would advise that you contact Jean Gibby at the USACE Wilmington District,
Raleigh Regulatory Field Office for more information.
There are no known archaeological sites within the proposed project area. Based on our knowledge of the
area, it is unlikely that any archaeological resources that may be eligible for inclusion in the National Register of
Historic Places will be affected by the project. We, therefore, recommend that no archaeological investigation
be conducted in connection with this project.
The above comments are made pursuant to Section 106 and 110 of the National Historic Preservation Act and
the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely, e
Ramona M. Bartos
cc Jean Gibby, USACE, Raleigh Regulatory Field Office, [e-mail]

SITE PHOTOGRAPHS
Photograph 1- Viewshed facing southwest from the southwest corner of
the building.
Photograph 2 - Viewshed facing southeast from the southwest corner of
the building.

SITE PHOTOGRAPHS
Photograph 3 — Viewshed facing southwest from the southeast corner of
the building.
Photograph 4 - Viewshed facing southeast from the southeast corner of
the building.

SITE PHOTOGRAPHS
Photograph 5 — Viewshed facing northeast from the east -central side of
the building.
Photograph 6 — Viewshed facing southeast from the east -central side of
the building.

TNT
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SITE PHOTOGRAPHS
Photograph 9 — Viewshed facing northwest from hillslope on the property.
Photograph 10 — Viewshed facing northwest from hillslope on the
property.

SITE PHOTOGRAPHS
Photograph 13 — Viewshed facing west from Alamance Road.