19940405 Ver 1_Complete File_19940527

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CIVVIIVCCRIIVV 3MVP-CJ, IIVI..
1700 EAST BOULEVARD CHARLOTTE, NC 2
TO:
APR 2 6 1994
Telephone: [phone]
Fax: [phone]
c-z. 9
Project: 211-r i - cl' Project No. v z-
Enclosed Herewith As Requested Via
Under Separate Cover For Review & Comment
For Your File For Approval
Items Sent:
Comments: , ,J n
Gam-( r
By:
LETTER OF TRANSMITTAL
q
Date: ZS 4
State of North Carolina
Department of Environment,
Health and Natural Resources "I* Division of Environmental Management
James B. Hunt, Jr„ Governor ? C
Jonathan B. Howes, Secretary C P-A F1
A. Preston Howard, Jr., RE., Director
May 27, 1994
Guilford County
DEM Project # 94405
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. John Musto
Director of Land Development
Koury Corporation
400 Four Seasons Towne Center
Creensboro, N.C. 27407
Dear Mr. Musto:
You have our approval to place fill material in 5.8 acres of wetlands or waters for the purpose
of golf course, residential and commercial development at Sedgefield Project Phase II, as you
described in your application dated 3 May, 1994. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Numbers 2732, 21161, and 2727.
These certifications allow you to use Nationwide Permit Numbers 14, 26, and 33 when it is issued
by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application.
If you change your project, you must notify us and you may be required to send us a new
application. For this approval to be valid, you must follow the conditions listed in the attached
certification. An additional condition is that written DEM approval is required for the final
wetland mitigation plan. In addition, you should get any other federal, state or local permits
before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to
the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification
and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
1786.
,
n Howard, Jr. P
Si ytorre
nt
Attachme
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
Ed Schweitzer; Land Design
94405.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 501k recycled/ 10% post-consumer paper

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
September 14, 1994
Regulatory Branch
Action ID No. 199202850 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Sedgefield Project
C/O Koury Corporation
400 Four Seasons Town Center
Greensboro, North Carolina 27407
Dear Sirs:
Reference is made to my letters dated September 1, 1992, and August 30,
1993. These letters authorized 5.0 acres of impacts to waters and wetlands of
Reddick's Creek, unnamed / above headwater tributaries of Reddick's Creek, and
Jenny Branch associated with the proposed Sedgefield Project located off of
Wiley Davis Road, Greensboro, Guilford County, North Carolina.
Reference is also made to your request of May 3, 1994, for additional
development of the Sedgefield Project. Review of your request shows you
propose an additional 4.69 acres of impacts to the above headwaters
tributaries of Reddick's Creek and Jenny Branch. Authorization of this
request would result in accumulative impacts of 9.69 acres of aforementioned
waters and wetlands for the Sedgefield Project.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a Section 401 water quality certification from the North Carolina
Division of Environmental Management (NCDEM.) You should contact Mr. John
Dorney, telephone [phone], regarding water quality certification. This
nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval. In addition, to compensate for impacts to
waters and wetlands of Reddick's Creek, unnamed / above headwater tributaries
of Reddick's Creek, and Jenny Branch you must implement and comply with the
attached mitigation plan that you have developed in coordination with memobera
of my staff and the staff of the North Carolina Division of Environmental
Management (NCDEK.) Construction of the mitigation sites will be initiated at
such time to provide for planting of vegetation the first suitable planting
period (December 1 through March 15) following commencement of the proposed
additional development. If you cannot meet this timetable due to construction
staging, you should submit written documentation to this office justifying the
reason for a delay, as well as the anticipated date of mitigation
construction. Also, please pay attention to Condition 12 of the enclosed
general conditions which addresses Historic Properties. Reference is made to
the attached Programmatic Agreement dated September 9, 1994. You must
implement and comply with all conditions of this agreement to satisfy concerns
of impacts to the Stephen Gardner House / Gold Mine Historic Site. Non-
compliance with this agreement will be consider a violation of the conditions
of this permit.
a
-2-
This verification will be valid for two years from the date of this
letter unless the nationwide authorization is modified, reissued or revoked.
Also, this verification will remain valid for the two years if, during that
period, the nationwide permit authorization is reissued without modification
or the activity complies with any subsequent modification of the nationwide
permit authorization. If during the two years, the nationwide permit
authorization expires or is suspended or revoked, or is modified, such that
the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under
construction) or are under contract to commence in reliance upon the
nationwide permit will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration,
modification or revocation, unless discretionary authority has been exercised
on a case-by-case basis to modify, suspend, or revoke the authorization.
Questions or comments may be addressed to Mr. Thomas, Raleigh Regulatory
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copy Furnished (with enclosure):
Land Design Inc.
C/O Mr. Edward M. Schweitzer
Post Office Box 11938
Charlotte, North Carolina 28220-1938
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687'
t4Ir. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Regional Office Manager
North Carolina Department of
Environment, Health and
Natural Resources
8025 North Point Boulevard
Winston-Salem, North Carolina 27106
46'
ar,
SEDGEFIELD TEAM MEETING
.. 3/1/94 AGENDA
1. Live Oak Drive:
a. Maintenance Area - POND DESIGN
b. Sketch Plan Filing
2. Section P-1 /Swim & Tennis club (5/l/94):
a. Sewer Permit status
3. North-South Road-Dover Park (6/l/94):
a. MISCELLANEOUS
4. Golf Course: '
a. MISCELLANEOUS
5. Sections E, F, G, H-1, H-2 (6/1/94):
a, review lot layout for E
b, review G as Condo's
c. Preliminary Plat Filing Date
6. Sewer Trunks:
a. status of permits
b. projected date of construction

. LANDDESIGN, INC.
1701 East Blvd., Charlotte, NC 28203
P.O. Box 11938, Charlotte, NC 28220-1938
Tel: [phone] FAX: [phone]
TO John nornp
(LETTER ors
DATE 2-2-94 JO• NO.
E9437
ATTENTION
John Dorne
FIF.
Sedgefield
WE ARE SENDING YOU (Attached ? Under separate cover via Sari Ex the following items:
? Shop drawings ? Prints O Plans O Samples O Specifications
? Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
2 bluelines (Watershed Control Plan)

-3 1994

WETLANDS =i
WATFR QUAIMV
T-7
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted
IN For your use ? Approved as noted
? As requested ? Returned for corrections
O For review and comment ?
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: Edward Schweitzer

u
11
? 5

To: John Dorney
Through: Steve Mauney
From: Ron Linville +'l'Z/
Subject: Sedgefield Project Phase II
Date: 940526
A meeting was held at the Koury offices on 940525 to review
the impact/mitigation package received by this office on 940509.
This objective of this meeting was to determine the extent of
impacts generally for both phases of the Sedgefield Development.
Ed Schweitzer and John Musco represented Koury. Allan Smith and I
reviewed the cumulative impacts for the Division.
During the meeting, it appeared that the figures provided by
Koury were correct based on the measurements provided for the COE
NWPs 14, 26 & 33. Excerpts from the Phase II package totals are
attached to this memo which indicate acreages on-site but which do
not include off-site mitigation on Buffalo Creek. The COE will
determine the extent and type of mitigation.
Upon mitigation option determinations by the COE, we should
seek to comment on the specific field designs preferred by DEM.
Additional considerations should be given to insuring that noxious
or unhealthy conditions are not created. It may be better to
require small duck ponds with minimal flow as opposed to rain
dependent ephemeral pools. Appearance and public safety may need
to be considered as well as opportunities to cooperate with DOT for
enhanced mitigation efficiency.
The WSRO understands from this meeting that no. stormwater
detention basins will be utilizing wetland mitigation sites for
treatment purposes. Additionally, the Corporation is aware of the
need to prevent continued erosive washouts near the main creek
either by hardening or by above water pipe releases. The WSRO is
aware that any fairway biofilters are not included in the
mitigation nor are any of these filters presently intended for use
in Phase I. (It is recommended that these measures also be
constructed in Phase I where presently practicable.)
The Corporation has stated that they have an immediate need to
move forward with the proposed irrigation ponds. The WSRO finds no
reason to delay this practical request and considers that the
intent to mitigate on and off site should provide ample opportunity
to insure necessary measures.
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WETLANDS PERMITTING SCHEDULE - PHASE II
NWP DESCRIPTION Total Area Total Filled Drained Flooded Excavated
Impacted
#12 Utility Lines .11 AC
Channels .035 AC --- --- --- ---
Wetlands .081 AC --- --- --- ---
#14 Road Crossings .67 AC
Channels .12 AC 5,360 SF --- --- ---
Wetlands .55 AC 24,020 SF --- --- ---
#26 Headwaters 4.69 AC
Channels 1.66 AC 72,309 SF --- --- ---
Wetlands 3.03 AC 132,046 SF --- --- ---
#33 Temnorarv Road Crossin gs .04 AC
Channels .03 AC 1,310 SF (To be restored at completion)
Wetlands .01 AC 450 SF (To be restored at completion)
Total Channels 1.84 AC
Wetlands 3.67 AC

WETLANDS IM PACTS - SEDGEFIELD PROJECT: PHASE U
Permit Type NATIONWIDE PERMIT #14 (NWP #14 for road crossings as applicable.)
NATIONWIDE PERMIT #26 (NWP #26 for headwaters and isolated waters
discharges.)
RVIPACT 26 14
Waters Wetlands Waters Wetlands
A 0.09 2.10
B 0.01 0.06
C 0.01 0.05
D 0.008 0.06
E 0.006 0.04
F 0.006 0.04
G 0.006 0.05
H 0.01 0.05
I 0.03
J 0.11
K 0.006
L 1.30
M 0.01 0.19
N 0.02 0.22
O 0.01 0.04
P 0.05
Q 0.05 0.56
R 0.03 0.10
S 0.01
Subtotal 1.66 3.03 0.12 0.55
Total NWP #26 = 4.69 AC NWP #14 =.67 AC
See overall plan for other applicable Nationwide Permits.
WETLANDS PERMITTING SUMMARY
TOTAL NATIONWIDE PERMITS
WATERS
OF U.S.
#26 #12 #14
Phase I 45.25 AC 4.91 AC --- .24 AC
Channels/Ponds 10.53 AC .68 AC --- .05 AC
Wetlands 34.72 AC 4.23 AC --- .19 AC
Phase a-- 20.73 AC 4.69 AC .11 AC .67 AC
Channels/Ponds, 5.3 AC 1.66 AC .035 AC .12 AC
Wetlands 15.43 AC 3.03 AC .081 AC .55 AC
Total 65.98 AC 9.60 AC .11 AC .91 AC
Channels 15.83 AC 2.34 AC .035 AC .17 AC
Wetlands 50.15 AC 7.26 AC .081 AC .74 AC
#33
02 AC
02 AC
.04 AC
.03 AC
.01 AC
.06 AC
.05 AC
.01 AC
TOTAL
DISTURBED
WATERS OF
U.S.
5.17 AC
.75 AC
4.42 AC
5.51 AC
1.84 AC
3.67 AC
10.68 AC
2.59 AC
8.09 AC
TOTAL
PRESERVED
WATERS OF
U.S.
* Percentage of Wetlands to remain - Undisturbed ±85%
* Nationwide #12 Permits will be submitted at a future date - data on charts and maps is approximate and for
information purposes only.
* Nationwide #33 - Immediately after completing construction, wetland areas will be restored.
40.08 AC
9.78 AC
30.30 AC
15.22 AC
3.46 AC
11.80 AC
55.30 AC
13.24 AC
42.10 AC

WETLAND MITIGATION CHART
MITIGATION AREA # CREATION (AC) RESTORATION (AC) ENHANCEMENT (AC)
1&2 .46
3 .17
4 1.25
5 .27
6 (Rejected) .19
7 .32
8 .35
9 .29
10 (Rejected) .11
11 .25
12 .38
13 .14
14 .66 .35
15 (Rejected) .20
16 (Preserve Island Wetland) .44
17 .27
18 .13
19 .09
20 .49
21 .40
22 .31
23 .64
24 .05
25 .20
26 .34 .49
(8.3 AC) TOTALS 4.93 AC 2.01 AC 1.36 AC
I6t_r' ?,v ,-J. ?A-C,.k.
MITIGATION SUMMARY TABULATION
CREATE RESTORE ENHANCE BUFFER
WETLAND WETLAND WETLAND WETLAND
PHASE I -- .91 AC -- 16.01 AC
PHASE II 4.93 AC 2.01 AC 1.36 AC 27.17 AC
TOTAL 4.93 AC 2.92 AC 1.36 AC 43.18 AC

TOTAL WETLAND
PRESERVED
16.92 AC 40.08 AC
35.47 AC 15.22 AC
52.39 AC 55.30 AC
-4R y
s/2 3
MAIP /I(

s- ? a ?

. SSc _
Lanb Dekn Inc.
Landscape Architecture Land Planning
Urban Design
April 22, 1994
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina department of Environmental
Health and Natural Resources
P.O. Box 29535
Raleigh, NC 27626-0535
9 e
3 ? .? N. 0
Re: Sedgefield Project Phase II
Greensboro, NC
Dear Mr. Dorney:
Enclosed please fmd Koury Ventures' Phase II request for Nationwide Wetlands Permits for the
Sedgefield Project in Greensboro, NC. As you know, Phase I Wetland Permits were approved in mid-1993,
and initial development is proceeding as scheduled. Phase II permits affect the development of the
Hotel/Conference Center, major interior roads, and additional golf course/residential land (±500 ac). The
entire project is now approximately ±1,200 acres.
Certification is requested for additional wetland discharge fills of less than 5.0 acres under NWP
#26; and less significant impacts under NWP # 14 (road crossings) and NWP #33 (temporary construction
crossings). Utility line impacts (NWP # 12) are not a part of this submission; however, they are identified on
the permitting plan for informational purposes only. The City of High Point, NC will submit an application
at a later time for these impacts.
Copies of this application have been sent to Cliff Winefordner at the Wilmington District Corps of
Engineers District Office and to John Thomas at the Raleigh Regulatory Field Office. I want to thank you in
advance for your timely review of this material; and if you have questions or require additional information,
please contact me at [phone].
Yours truly,
e?? f
Edward M. Schweitzer
Landscape Architect
EMS:dkh
1701 East Boulevard
P.O. Box 11938
Charlotte, NC 28220-1938
704.333.0325
Fax: [phone]
Offices in
Alexandria, VA & Raleigh, NC
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Training and Certification Unit
Wetlands and Technical Review Group
FAX # [phone]
TELECOPY TO:
FAX
FROM:
NUMBER .OF PAGES, INCLUDING
S?C7.
PHONE: G // e?33 I ? [J
COVER SHEET: E

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TRANSMISSION REPORT
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( MAY 27 '94' 10:07AM )
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* *
DATE START REMOTE TERMINAL MODE TIME RESULTS TOTAL DEPT. FILE
TIME IDENTIFICATION PAGES CODE NO.
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* MAY 27 10:0 3AM KOURY CORPORATION G3E ST 03'56" OK 08
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MAY-26-1994 14=28 FROM TO IJTLDS P.011-
To: John Dorney? .y?
Through: Steve Mauney ( r .,
From: Ron Linville
Subject: Sedgefield Project Phase ZZ
1/ ^
Date: 940526
. X meeting was held at the Koury offices on 940525 to review
the iipact/mitigation package received by this office on 940509.
This objective of this meeting was to determine the extent of
impacts generally for both phases of the Sedgefield Development.
Ed Scht eitzer and John Musco represented Koury. Allan Smith and I
reviewed the cumulative impacts for the Division.
During the meeting, it appeared that the figures provided by
Koury ere correct based on the measurements provided for the COE
NWPs ;4, 26 & 33. Excerpts from the Phase II package totals are
attached to this memo which indicate acreages on--site but which do
not include off-site mitigation on Buffalo Creek_ The COE will
determine the extent and type of mitigation.
Upn mitigation option determinations by the COE, we should
seek foocomment on the specific field designs preferred by DEM.
Additional considerations should be given to insuring that noxious
or unYealthy conditions are not created. It may be better to
require small duck ponds with minimal flow as opposed to rain
depennt ephemeral. pools. Appearance and public safety may need
to be Considered as well as opportunities to cooperate with DOT for
enhancled mitigation efficiency.
The WSRO understands from this meeting that no stormwater
detention basins will be utilizing wetland mitigation sites for
treatment purposes. Additionally, the Corporation is aware of the
need to prevent continued erosive washouts near the main creek
either by hardening or by above water pipe releases. The WSRO is
aware that any fairway biofilters are not included in the
mitigation nor are any of these filters presently intended for use
in Phase I. (It is recommended that these measures also be ,
constricted in Phase I where presently practicable.)
move t
reason
intent
to ins

le Corporation has stated that they have an immediate need to
rward.with the proposed irrigation ponds. The WSRO finds no C?k
to delay this practical request anq considers that t
to mitigate on and off site Should-.pt`84?ide a a opportu
ire necessary measures. '.
I?

?. CA
. LANDDESIGN, INC.
1701 East Blvd., Charlotte, NC 28203
P.O. Box 11938, Charlotte, NC 28220-1938
Tel: [phone] FAX: [phone]
To John Dornev
NC Department of Environmental Mgmt.
(LIE?TER oIF cTM;0Z WocTcTkL
DATE JO! NO.
4-25-94 14003
ATTENTION
John Dorney
RE.
Sed efield
WE ARE SENDING YOU LN Attached ? Under separate cover via Fed EX the following items:
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted
? For your use ? Approved as noted
Q As requested ? Returned for corrections
? For review and comment ?

? FOR BIDS DUE 19
REMARKS
? PRINTS RETURNED AFTER LOAN TO US
? Resubmit copies for approval
? Submit copies for distribution
? . Return corrected prints
COPY TO
SIGNED: Edward Schweitzer
Sedgefield Project - Phase II
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit =): NWP #26 See attached sC e U e
i0 nT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGIVEERS
DEPARTMENT OF THE AR.W
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF Eti-VIROiV:LNT
NC DEPARTIM ENT OF EWIR
AND NATURAL, RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535 f
ATTN: MR. IOHIN DORNEY F
Telephone [phone]

iP ,
lp-
ONE (1) COPY OF THIS COLLETED APPLICATION SHOULD BE SENT TO THE
CORPS OF ENGINEERS.
SEVEIN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONTMENTAL NLA.NAGE:MENT.
PLEASE PRINT.
I. Owners Name: Kniirv Ventiirec 11mi tpd Piirt n rship
2. Owners Address: 400 Four Seasons Town Center, Greensboro, NC 27407
3. Owners Phone Number (Home):
(Work): [phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
Director of Land Development, Koury Corporation'
400 Four Seasons Town Center, Greensboro, NC 27407
(910) -29-9-9200
5. Location of work (MUST ATTACH MAP). County: 6ui 1 ford
Nearest Town or City: rraanchnrn NC
Specii:c Location (Include. road numbers, landmarks, etc.): Southwest of Greensboro, near Exit 120 off
-__-I-85. Site is generally bordered by Wiley Davis 'Road, High Point Road and existing
developments.
6. Name of Closest Stream/River: Reridi rk t c Creek /Deep River
7. River Basin: CapQ Fear
8. Is this project located in a watershed classified as Trout, SA, HQw, ORW, WS I, or WS II? YES [ J NO [? J
9. Have any Section 404 permits been previously requested for use on this property? YES [XJ NO [ J
If yes, explain. Sedgefield Project - Phase I (Depicted on attached plans.)
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: Phase II
-
20.73 Acres, Phase I - 45.25 Acres (Total - 65.98 Acres) See attached schedule - Wetlanc
Permitting 3 urvey.
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 1.66 AC Channels 3.03 AC Wetlands
Drained:
Flooded:
Excavated:
Totallmoacted: 1.66 AC Chgnnelc 3.01 AC Wet1anr1c. IT-4-1 n cn nrAlIM
12. Description of proposed work (Attach PLANS-8 U2" X I I" drawings only): SaA a _taChed text and plan:
13. Purpose of proposed work: See attached text
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts.
Sag attachPd text and mitigation plan
15. You are required to contact the U.S. Fish 'and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered orthreatened species or critical
habitat in the permit area that may be affected by the proposed project- Have you done so? YES [ X] NO [
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which maybe affected by the proposed project? Have you done so? YES [X ] NO( RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEi :
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a itormwater management plan is required for this project, attach copy.
E. What island use of surrounding property? Single Family Residential, Undeveloped, Small -
F. If applicable, what is proposed method of sewage disposal? Sanitary Sewer Comm2rC f a 1 Devel opmE
Owner's Signature
ate
Sredgefield Project - Phase II
DEM ID: ACTION ID:
Nationwide Pe..=, 't Requested (Provide Nationwide Permit ): NWP 14 See attaC a sc e u e
J' 01 T F 0R21YT FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WIL:?IINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARIMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTM CESAW CO-E
Telephone [phone]
`WATER QUALITY PLAuNNjTTING
DIVISION OF ENVIROiv?riENTAL MANAGEMENT
NC DERA-RTMENT OF ENVIRON`,\,,MNT, HEALTH,
,--ND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
-,TTN: MR. JOHN DORiLN-EY
"tlephone [phone]
ONE (1) COPY OF TIES COl4PLETED APPL ATION SHOULD 'BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO 7:1]!E: N.C. DIVISION OF EN IR0Nti1ENT'AL, MA?INAGE.MENT.
PLEASE PRINT.
1. Owners Name: Koury 1/Pntjrra¢ I'imi tG_1 p?rtnershiu
2. Owners Address: 400 Four Seasons Town Center, Greensboro, NC 27407
3. Owners Phone Number (Home): (Work): [phone]
4. If Applicable: Agent's name or responsible cc,-.orate official, address, phone number:
Mr_ 1ohn Musts Director of Land evelopment, Koury Corporation*
400 Four Seasons Town Center, Gree sboro, NC 27407
(910) 2-9-9-9200
5. Location of work (MUST ATTACH MAP). C. lnty:
Nearest Town or City: - Araanchnrn NC
Specific Location (Include road numbers, landma-:..:s, etc.): Southwest of Greensboro, near Exit 120 off
I-85 Site is generally bordered )y Wiley Davis 'Road, High Point Road and existing
developments.
6. Name of Closest Strearn/River: Redrii r k' g ^ek/Deep Ri y -r
7. River Basin: Capp F,.3r
8. Is this project located in a watershed classified :,.s Trout, SA, HQW, ORW, WS I, or WS II? YES [I NO [?J
9. Have any Section 404 permits been previously requested for use on this property? YES [X] NO [ J
If ves, explain. Sedgefield Project - Phase I (Depicted on attached plans.)
10. Estimated total number of acres of waters of ?_e U.S., including wetlands, located on project site: Phase I I -
20.73 Acres, Phase I - 45.25 Acres (Total - 65.98 Acres) See attached schedule - Wetly
Nermitting 5 .
11. Number of acres of waters of the U.S., includin; wetlands, impacted by the proposed project:
Filled:. .12 AC Channels .55 AC Wetl-ands
Drained.
Flooded:
Excavated:
Total Impacted: .12 AC Channels __q5 AC Wptl antic
12. Description of proposed work (Attach PLANS-8 1/2" X 11', drawings only): SAP attached text and Plans
13. Purpose of proposed work: See attached text.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wedand impacts.
cAA att? hPd x and mitigation plan
15. You are required to contact the U.S. Fish'and Wildlife Service (USFWS) and/or National Marine Fisheries Service
i 1 S) regarding the presence or any Federally listed orproposed for listing endangered orthreatened species orcritical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ XI NO [
RESPONSES FROM THE USFWS AND/OR YTIv1FS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [X I NO [ J
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM, :
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormw ater management plan is required for this project, attach copy.
E. What island use of surrounding property? Single Family Residential, Undeveloped, Small -
F. If applicable, what is proposed method of sewage disposal? Sanitary Sewer Cornmerc f d 1 Deve 1 opme
's""Signature
ate
5edgefield Project - Phase II
DEtiI ID: ACiiON ID:
Nationwide Pe.:-zit Requested (Provide Nationwide Pe-.n it - T): NWP 133
i flET FORIyIT FOR
Nationv4de permits that require notificstion to the Corps of Ena neers
Nationwide permits that require application for Section 401 certification
WILNfNGTON DISTRICT ENGNEER
CORPS OF ENGNEERRS
DEPARTMENT OF TIE AP-MY
P.O. Box 1890
Wilmington, INC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENtiLR0i4-ivaNI-AL; AiNAAGE1,fELNT
NC DEPARTMENT OF ENVLRO1W1ENT, HEALTH,
AND NATURAL. RESOURCES - -
P.O. Box 29535
Raleigh, NC 27626-0535
A1TN: MR. JOPLN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS:
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONM TAL NLANAGLRY E: ;
PLEASE PREN7.
1. Owners Name:
2. Owners Address: 400 Four Seasons Town Center, Greensboro, NC 27407
3. Owners Phone Number (Home): (Work): [phone]
4. If Applicable: Agent's name orresponsible corporate official, address, phone number.
Mr_ Inhn Must , Director of Land Development, Koury Corporation'
400 Four Seasons Town Center, Greensboro, NC 27407
(910) 2.9-9-9200
5. Location of work (MUST ATT.kCH MAP). County: (2, i_1 ford
Nearest Town or City: Green shorn . NC
SpecT.,c Location (Include road ruri. bers, landmarks, etc.): Southwest of Greensboro, near Exit 120 off
t-85. Site is generally bordered by Wiley Davis -Road, High Point Road and existing
developments.
6. Name of Closest Sa-ea, Tver: Reddi ['k' Is ('rPak /Open River
7. River Basin: Cape Fear
8. Is this project lo cared in a watershed classified as Trout, SA, HQVV, ORW, WS I, or WS II? YES [ J NO [XJ
9. Have any Section =04 per,. 'ts been previously requested for use cn this property? YES [XJ NO [ J
I. yes, expi..in. Sedgefield Project - Phase I (Depicted on attached. plans.)
10. Estimated total number of acres of waters of the U.S., including wetlands, Iocated on project si Phase II
-
20.73 Acres, Phase I - 45.25 Acres (Total - 65.98 Acres) See attached schedule - Wetlands
ermi log .
11. Number of acres of waters of the U.S., including wetlands, impacted'ov the proposed project:
Filled: .04 AC (.03 AC Channels, .01 AC Wetlands)
Drained:
Flooded:
Excavated:
.04 AC of TemnorArm Imacts
IZ. Description of proposed work (Attach PLANS-8 Ir X 11"drawings only): _ SPa attached text and plans.
13. Purpose of proposed work: Construction Access
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts.
after completing construction, the channel will be restored
- Immediately 15. You are required to contact the U.S. Fish'and Wildlife Service (USr?WS) and/or National Marine Fisheries Service
S) regarding the cresence or any Federally listed orproposed for listing endangered orthreatened species orcritical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ X] NO [ J
RESPONSES FROM THE USFWS AND/OR NtiIFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic .
properties in the permit area which maybe affected by the proposed project? Have you done so? YES [X J NO( J
RESPONSE FROti1 THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and la-kes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What island use of surrounding property? Single Family Residential, Undeveloped, Small
-
F. If applicable, what is proposed method of sewage disposal? Sanitary Sewer Commere f a 1 Devel opmen
s
er's i- azure
SCALE: 1"=1000'
TQWNSH
NOT TO SCALE
REENSSORO.
-..
/ i/
0
I
NORTH
SITE VICINITY MAP
NATIONWIDE PERMIT APPLICATION, ITEMS #12,13 AND 14
12. DESCRIPTION OF PROPOSED WORK: (Attached plans) See #13 for brief summary
of description and purpose.
13. PURPOSE OF PROPOSED WORK:
Koury Ventures of Greensboro, NC is intending to develop a mixed-use development
consisting of residential, commercial, office and recreational uses. The ±1,200 Acre site is
located along an economic growth corridor along I-85 in southwest Greensboro. Two
key and unifying features of the proposed development include a hotel/convention
center/clubhouse and a golf course capable of supporting large events, such as
professional golf tournaments with the national media coverage which would accompany
it.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY
MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO
NHNMZE WETLAND IMPACTS.
Before the Mater Land Plan was finalized, the approximate ±1,200 Acre site was analyzed
with regard to its natural features, including wetlands. Eventually, ± 66 Acres of
Jurisdictional Waters including 50.15 Acres of Wetlands were delineated and verified by
the Corps of Engineers over Phase I and Phase II of the project.
The location of wetlands was one of the primary considerations in the master plan
development. The program elements in their proper size and land-use arrangement were
located on the site with development in wetlands as both a constraint and as a natural
amenity. Therefore, the site plan was designed with avoidance and minimization in mind.
Alternatives were studied and the site plan was and will still be "modified" through
construction drawings to avoid impacts to wetlands. Where Impacts were unavoidable the
plans were studied to minimize impact and enhance the remaining wetlands.
The ± 66 Acres of Jurisdictional Waters including wetlands on the site can be generally
categorized into two general groups. ± 19 Acres of Jurisdictional Waters occur within
the floodplain of Reddick's Creek (including Reddick's Creek). The remaining ± 47 Acres
includes tributaries and associated wetlands; perched wetlands and seeps which occur
between upland ridges that broaden at the top and bottom of the drainage area; man-made
ponds; and a former lake bed that has developed into an emergent marsh in succession to a
bottom land hardwood forest. The vast majority of the Jurisdictional Waters on the site (±
99%) have been verified as headwaters. Only a small portion of a "bank to bank" Section
of Reddick's Creek north of the bridge of existing Wiley Davis Road is below headwaters
on the property.
Over 856/o of the :L 66 Acres of the Jurisdictional Waters and Wetlands on this ±1,200
Acre site have been avoided through site planning with a conscious effort to minimize
impact. This included for example relocating a previously approved planned location of a
Sanitary Sewer Trunk line in Phase I out of one of the most pristine wetlands on the
project to a non-wetland location or less sensitive location. The largest proposed wetland
impacts occur at the site of the hotel/convention center and golf course clubhouse. A
large, centrally located upland site of approximately ±60 Acres is required to support
space for hotel and conferences uses as shown on the plans. These sites were reviewed by
the US Army Corps of Engineers and the NC Division of Environmental Management on
a preliminary basis prior to this application. In general it was determined that the potential
adverse effects of the loss of these wetlands can be minimized through adequate
compensatory mitigation.
Other impacts include minor fills and inundation of bank to bank intermittent tributaries
for road crossings, utility crossings, landing areas on the golf course, and irrigation ponds.
Vegetation in wetlands for the proposed fairways will be removed by hand to avoid
mechanized clearing and will be replaced with appropriate wetland herbaceous vegetation.
Generally as shown on the plan, wetlands were incorporated into the design of individual
golf holes.
The following list indicates measures taken to minimize impacts of the propose
development.
GENERAL NOTES:
MINIMIZATION AND MITIGATION MEASURES
A. Wetlands to be incorporated in the design of individual golf holes - strategically
placed as a hazard. Wetland to be hand cleared and re-vegetated with suitable
wetland species - no filling proposed except as indicated on plans at landing areas.
B. Ten (10) foot minimum wetland buffer provided adjacent to all proposed building
areas (i.e. single family lots, office or retail buildings, or conference center).
C. Wetland enhancement by removing trash and other debris from wetland/creeks.
D. Golf holes and cart crossings to be perpendicular to wetlands to minimize impact.
All cart crossings over jurisdictional waters and wetlands to be bridged.
E. Littoral shelf to be provided on ponds greater than one (1) acre in surface area.
F. Enhance/clean-up non jurisdictional floodplain areas by removing non-native
vegetation as feasible. Create adjacent marsh area as shown in non jurisdictional
floodplain area hydrologically connected to Reddick's Creek.
G. Buffers between golf course and major creeks and tributaries to be provided in
non jurisdictional floodplain as indicated to filter runoff and enhance water quality.
H. Sedgefield Sanitary Sewer Plant was removed and the discharge effluent conveyed
to a municipal treatment facility as the result of this project.
I. Sanitary sewer lines and other underground utilities to be located outside of
wetland where possible:
• Crossings to be as perpendicular as possible.
• Clearing to be as minimal as possible.
• Re-vegetate clearings with appropriate native vegetation.
• Other conditions as dictated by permit.
Unique natural wetland sites to be saved and incorporated into the plan where
feasible (i.e. water falls or large specimen trees).
K. Clearing wetlands for crossings such as storm drainage, sanitary sewer, roads,
temporary construction access, and golf fairway to be combined into the same
cleared area where feasible.
L. Wetlands to be clearly marked according to approved plans and specifications
prior to construction to prevent accidental damage to wetlands.. Contractor to be
held responsible for unauthorized wetland damage not permitted according to
plans and specifications. Preconstruction meetings shall be held with
representatives of the Corps of Engineers and the NC Department of
Environmental Management.
M. Existing wetland crossing to be used as the major road crossing in the plan.
N. A storm water management plan shall be provided at time of development for the
future club and convention center.
0. Plans and Construction will meet or exceed permit conditions.
P. Temporary construction access crossings shall be made from high ground to high
ground over channels which do not have adjacent wetlands as feasible. Temporary
culverts will be provided to preserve existing natural drainage. Immediately after
completing construction, the channel will be restored to its natural vegetation.
Q. A Mitigation Plan will be developed to minimize and compensate as feasible the
loss of wetland habitat, value and function to meet Nationwide Permit Conditions.
WETLANDS PERMITTING SCHEDULE - PHASE II
NWP DESCRIPTION Total Area Total Filled Drained Flooded Excavated
Impacted
#12 Utility Lines .11 AC
Channels .035 AC --- ---
Wetlands .081 AC --- ---
#14 Road Crossings .67 AC
Channels .12 AC 5,360 SF ---
Wetlands .55 AC 24,020 SF ---
#26 Headwaters 4.69 AC
Channels 1.66 AC 72,309 SF ---
Wetlands 3.03 AC 132,046 SF ---
#33 Temnoraly Road Crossings .04 AC

Channels .03 AC 1,310 SF (To be restored at completion)
Wetlands .01 AC 450 SF (To be restored at completion)
Total Channels 1.84 AC
Wetlands 3.67 AC
WETLANDS EVIPACTS - SEDGEFIELD PROJECT: PHASE H
Permit Type NATIONWIDE PERMIT #14 (NWP #14 for road crossings as applicable.)
NATIONWIDE PERMIT #26 (NWP #26 for headwaters and isolated waters
discharges.)
IMPACT 26 14
Waters Wetlands Waters Wetlands
A 0.09 2.10
B 0.01 0.06
C 0.01 0.05
D 0.008 0.06
E 0.006 0.04
F 0.006 0.04
G 0.006 0.05
H 0.01 0.05
I 0.03
J 0.11
K 0.006
L 1.30
M 0.01 0.19
N 0.02 0.22
O 0.01 0.04
P 0.05
Q 0.05 0.56
R 0.03 0.10
S 0.01
Subtotal 1.66 3.03 0.12 0.55
Total NWP #26 = 4.69 AC NWP # 14 = .67 AC
See overall plan for other applicable Nationwide Permits.
WETLANDS PERMITTING SUMMARY
TOTAL NATIONWIDE PERMITS TOTAL TOTAL
WATERS DISTURBED PRESERVED
OF U.S. WATERS OF WATERS OF
U.S. U.S.
#26 #12 #14 #33
Phase I 45.25 AC 4.91 AC --- .24 AC .02 AC 5.17 AC 40.08 AC
Channels/Ponds 10.53 AC .68 AC --- .05 AC .02 AC .75 AC 9.78 AC
Wetlands 34.72 AC 4.23 AC --- .19 AC --- 4.42 AC 30.30 AC
Phase II 20.73 AC 4.69 AC .11 AC .67 AC .04 AC 5.51 AC 15.22 AC
Channels/Ponds 5.3 AC 1.66 AC .035 AC .12 AC .03 AC 1.84 AC 3.46 AC
Wetlands 15.43 AC 3.03 AC .081 AC .55 AC .01 AC 3.67 AC 11.80 AC
Total 65.98 AC 9.60 AC .11 AC .91 AC .06 AC 10.68 AC 55.30 AC
Channels 15.83 AC 2.34 AC .035 AC .17 AC .05 AC 2.59 AC 13.24 AC
Wetlands 50.15 AC 7.26 AC .081 AC .74 AC .01 AC 8.09 AC 42.10 AC

Percentage of Wetlands to remain - Undisturbed ±85%
Nationwide # 12 Permits will be submitted at a future date - data on charts and maps is approximate and for
information purposes only.
Nationwide #33 - Immediately after completing construction, wetland areas will be restored.

WETLAND MITIGATION CHART
MITIGATION AREA # CREATION (AC) RESTORATION (AC) ENHANCEMENT (AC)
1&2 .46
3 .17
4 1.25
5 .27
6 (Rejected) .19
7 .32
8 .35
9 .29
10 (Rejected) .11
11 .25
12 .38
13 .14
14 .66 .35
15 (Rejected) .20
16 (Preserve Island Wetland) .44
17 .27
18 .13
19 .09
20 .49
21 .40
22 .31
23 .64
24 .05
25 .20
26 .34 .49
(8.3 AC) TOTALS 4.93 AS 2.01 AC .1.36 AC
MITIGATION SUMMARY TABULATION
CREATE RESTORE ENHANCE BUFFER TOTAL WETLAND
WETLAND WETLAND WETLAND WETLAND PRESERVED
PHASE I -- .91 AC -- 16.01 AC 16.92 AC 40.08 AC
PHASE 11 4.93 AC 2.01 AC 1.36 AC 27.17 AC 35.47 AC 15.22 AC
TOTAL 4.93 AC 2.92 AC 1.36 AC 43.18 AC 52.39 AC 55.30 AC

Percentage of Total Site Preserved for Wetlands and Buffer ±10% (107 83 AC)
1.0 GENERAL
Phase II of the proposed development will require an estimated 4.69 acres (NWP #26) of impacts
to Jurisdictional Waters of the United Sates. This includes 1.66 acres of surface waters and
channels and 3.03 acres of wetlands. The primary area of disturbance is in the centrally located
hotel/convention center and related golf course, recreational amenities, and parking. The Wetland
Permitting Plan indicates the location of the proposed wetland impacts as well as Phase I. Phase I
permits and mitigation were previously approved in 1993.
In general no fill activities are associated with the Main Creek, Reddicks Creek, or primary
tributary through the site. Best Management Practices including erosion and siltation controls will
be implemented during construction to protect wetland and stream areas. Other measures to
mitigate the potential adverse effects of the proposed construction activity are manifested on the
Wetland Mitigation Plan and Conceptual Details. Mitigation for Phase I Impacts are described in
an earlier permit application and will also be included as part of this plan.
2.0 MITIGATION PLAN
A plan to compensate for the unavoidable loss wetlands has been developed to preserve, enhance,
create, and restore wetland functions, values, and habitats.
2.1 AVOIDANCE AND MIN]MIZATION
Through intensive planning efforts, filling large tracts of wetlands to build the golf course and
development sites has been avoided. Other than the intense development area associated with the
hotel/convention center, impacts to the Jurisdictional Waters on the remainder of the project site
have been avoided or minimized to the extent possible. Through avoidance planning, over 85%
of the Jurisdictional Waters on the site will not be disturbed. Over 10% of the site will remain
undeveloped in Jurisdictional Waters and proposed protective buffers.
The wetlands were incorporated into the design of the golf course and the only fills necessary are
at landing areas. These impacts are primarily confined to bank to bank intermittent tributaries.
Where fairways cross wetland areas woody vegetation will be removed by hand clearing or other
approved techniques to avoid "mechanized land clearing" and soil disturbance. Vegetation in the
fairway area will be replaced with low growing herbaceous wetland vegetation.
Best Management Practices will also be employed to minimize impacts to Jurisdictional Waters.
This will include:
Siltation Barriers
Sediment Traps and Diversion Ditches
Barricades to define construction limits to sensitive sites and to protect trees
Preconstruction meetings
Other methods as appropriate
Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas. Methods to prevent short term impacts will be inspected regularly and maintained
during the construction of the project.
3.0 STORMWATER MANAGEMENT
Stormwater Management Plan will be implemented for the entire project in compliance with the
North Carolina and Guilford County Ordinances. In addition to controlling peak stormwater run-
off flow rates, stormwater management basins will enhance the water quality of stormwater runoff
into the site's wetlands and surface waters by reducing pollutants normally found in stormwater
from developed areas.
The Stormwater Management Plan will include:
A. Wet Detention Basins that will attenuate 1.0 inch of rainfall over a 24 hour period for high
density sites including office, commercial and business uses.
B. Utilization of wetland mitigation areas where possible to increase filtration.
C. Riser outflow structures to maintain a pool and encourage filtration.
D. Directing runoff from the golf course into natural areas and wetland/biofilters to treat golf
course runoff before entering surface waters.
E. Maintaining natural and planted areas between the developments and golf course, and the
Jurisdictional Waters.
F. Development of a wetland littoral shelf where feasible for shallow areas.
4.0 COMPENSATORY MITIGATION
A mitigation plan has been developed to provide for a "no net loss" of wetland habitat, value and
function to the extent feasible on this site. The goal was to meet the mitigation ratios proposed by
the North Carolina Division of Environmental Management in Conceptual Wetland Rules -
Second Version, December 20, 1993, and the Draft Corps of Engineers Guidelines. Several
proposed sites were considered and reviewed on site by both the Division of Environmental
Management and the Corps of Engineers during preliminary planning of the mitigation measures.
Acceptable areas as well as rejected sites are shown on the Wetland Mitigation Plan. The types of
mitigation shown on the plan are described below.
2
4.1 RESTORATION - The re-establishment of wetland hydrology and vegetation in areas
where it previously existed.
This will be accomplished on this site by removing existing drainage ditches from former wetland
areas and removing old road sections and fill. Vegetation will be restored as appropriate.
4.2 CREATION - Construction of a wetland in an area where wetlands did not exist in recent
past.
This will be achieved by excavating existing grade as required to saturated soil conditions that will
meet the current definition of both soil and hydrology parameters. The area will be planted with
hydrophytic vegetation. A plant list will be developed to select the appropriate vegetation for it's
location in the golf course as well as local soil, shade, and water conditions. Hardwoods will be
included in the vegetation of non fairway locations.
Check dams or berms at points along non jurisdictional drainageways will be constructed to
increase the duration of flooding and soil saturation. Hydrophytic vegetation already exists in
these areas and the soil and hydrology requirements are very close to meeting the jurisdictional
definitions of a wetland according to the 1987 Wetland Delineation Manual.
4.3 ENHANCEMENT - Increasing one or more of the functions of an existing wetland by
manipulation of vegetation and/or hydrology.
This will be accomplished by use of the following methods:
A. Replacement of fescue vegetation with native wetland species in wetlands cleared for
Sanitary Sewer R.O.W.'s and the Golf Course.
B. Installation of anti-seep collars as feasible in the installation of Sanitary Sewer Lines at a
minimum 150' interval.
C. Enhancement to stream channels to improve water quality and minimize stream bank
degradation due to secondary development impacts will be accomplished by :
- replacing trees where feasible to shade stream areas;
- repair areas forded by recreational and construction vehicles;
- removal of trash and debris.
A plant list will be developed in coordination with representatives of the Corps of Engineers, NC
Division of Environmental Management, Wildlife Resource Commission, Soil Conservation
Service, U.S. Fish and Wildlife Service. Hardwood mitigation will use the Corps of Engineers -
Wilmington District, Compensatory Hardwood Mitigation Guidelines (12/08/93) which is
included in this document.
3
4.4 PRESERVATION
Large wetland areas will be protected from development with preservation buffers as shown on
the Wetland Mitigation Plan. The area will be managed by the developer and/or homeowners
association as common open space for the project.
4.5 BUFFALO CREEK MITIGATION SITE
Koury Ventures is currently developing commercial and industrial sites on a 97.5 Acre site near
downtown Greensboro, off Elm-Eugene Street at I-85. Buffalo Creek and the adjacent floodplain
of ±83.8 acres generally runs through the project site. A powerline R/W and Sanitary Sewer R/W
follow the creek.
Buffalo Creek has been channelized and has a reputation for very poor water quality. However
large areas of the floodplain contain Jurisdictional Wetlands ranging from disturbed sites in
various stages of succession to sloughs with bottomland hardwoods in sections of the old creek
bed now cut-off from the main channel. As part of the compensatory mitigation, Koury Ventures
proposes to enhance the habitat, value, and function of these wetlands in the following ways:
A. Revegetate areas currently planted with fescue with herbaceous wetland vegetation to
increase and promote wildlife diversity.
B. Create ephemeral pools to create amphibious habitat.
C. Remove or "plug" drainage ditches form backwater areas to the channel to enhance
hydrology.
D. Direct stormwater runoff from new development to the wetlands rather than directly to
Buffalo Creek to enhance water quality.
E. Preserve remaining wetlands as a buffer between future commercial development and
Buffalo Creek.
5.0 PLANS AND MONITORIN
G
Detailed plans for each area will be further articulated from the conceptual plans included in this
document. These plans will be submitted to the Corps of Engineers and NC Division of
Environmental Management for approval. Plans will include site specifics and considerations to
include:
- Site Preparation Requirements
- Vegetation Requirements
- Tracking/Monitoring Requirements
4
5.1 MONITORING
A monitoring program will be developed to monitor the environmental parameters.
This includes:
A. Vegetation Development
1. Species Composition and Abundance
2. Survival
3. Growth
B. Hydrology
1. Number, location, and installation of monitoring wells if applicable.
2. Observation/Photo documentation of saturation and/or inundation.
The proposed mitigation projects will be monitored for three years. The results will be evaluated
to demonstrate the development of the sites as they evolve. If the mitigation is partially successful
modifications and additional monitoring will be conducted as determined with coordination with
the Corps of Engineers.
Monitoring of vegetation will be conducted on an annual basis according to the following general
procedures.
A. Observations along designated transects and sample plot locations.
B. Photographic documentation.
C. Monitoring will take place on an annual basis in late summer to early fall (August -
September).
D. Field Data and Photography will be summarized in an annual report and will be submitted
to the Corps of Engineers, NC Division of Environmental Management and other
interested agencies. At the end of the third year a report will be prepared for review and
to determine the need for future monitoring or modifications.
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HOLL# 6

------ .-EMSDN,G---UPLAND
EXISTING WETLAND, L
9 ) 704?14'
L t
REDDICK'S CREEK
APPROXIMATE BANK LOCATION

F

rRESTORATION AND •?
LAND CONSTRUCTION
1 ACRE.
-RETAIN-EXIS--T_ING
BERM VEGETATION
ON BANK
WETLAND.CONSTRUCTION CONCEPT-
REMOVE PRIVET,MULTIFLORA ROSE, ELEAGNUS AND BRUSH.
1-? . LOWER GRADE TO CREATE A POTENTIALLY SATURATED SOIL DEPTH
AND ALLOW INUNDATION
- REVEGETATE WITH WETLAND PLANTINGS TO INCLUDE HERBACEOUS,
SHRUB AND TREE SPECIES.
CONCEPTUAL WETLAND CONSTRUCTION PLAN
NORTH
SCALE: 11=60'
HUB END ON OUTLET ENO K
SECTIONS. SPIGOT END ON INLET ENO SECTIONS.
,1 1
11 1
1
X -------------
CULVERT
STEEL BACK ROD
II ?i
PLAN IL I ENDWALL
BAR OR STEEL FABRIC
REINFORCEMENT
4:1 SLOPE
3:1 SLOPE
1:1 SLOPE
NORMAL FILL
???'`•?,?` SLOPE
END SECTION
SLOPE DETAIL
3:1 SLOPE ?•- ?•• _. -__._...
\• ? C,?g I G G
1
STEEL SIDE ROD-j ?- cO --- ----- --
,I K
F - ?- -- L E
SECTION-XX FRONT ELEVATION
n1.ACM01nKIC AKM rnAlrl2CT97 MIANTITIFS FAR FNDWAI 1
STRAIGHT ENDWALLS SKEWED ENDWALLS
DIA. T G H K L CU. YD. G H K L CU. YD.
12" 17/8" 1' -2" 1'-6" 9" 4'- 4" 0.09 1' -C 1'-6 " 9" 6'- 4" 0.19
:5' 17/8" 1'-2" 1'-6" 9" W-10" 0.10 I'-0" 1'-6" 9" 6'-10" 0.20
18" 2" 1'-5" 1'-9" II" 5--10" 0.16 1'-3" 1'-9" II" 7'-7" 0.28
24' 21,2•' 1'-8" 1'-10" 11 7'-4" 0.21 1'-5" 1'1 0" 11" 8'-9" 0.32
-30" 23/4" 1'-II" 2'-I" 1'-1" 8'-10" 0.30 I'-8" 2'-1" 1'-I" 10'-0" 0.44
36" 3" 2'-3.. 2'-5" l'-3" 10'-6'. 0.44 2'-0" 2'-5" 1'-3" V! '-4" 0.58
42" 31/2" 12 - -9" 2'-1 1'-S" 12'-0" 0. !. 2'-6" 2'-11" 1'-6" 112'-4" 0.91
48„ 11„ 3'-4" „ -3" 1'-i±" 13'-8" 0.98. 3'-0" 3'-3" 1'-8" 13'-4" 1.1;
REVISIONS
ENOWALL
OF SURFACE
= TOP OF SLOPE
i
RODS IN FLARED END SECTIONS
PIPAE NO a DIM. OF RODS RE1 F. FABRIC
12" 2-A3X4'-0" SIDE RODS 3.008 18"-2X8-W2JXW1.
15" 2-#3X4'-0" SIDE RODS 3.008 18"-2X8-W2.IXW1.1
18" 2-#3X4'-0" " 3.008 I8"-2X8-1I.IXW1.7
211" 7 #3X6'-0" " 4,512 24"-2x8-W299A2.
3('" 2--,4X6'-O" " 8.016 30"-2X8-14XW2.9
36" 2-44X8'-0" " 10.688 42"-2X8-94XW2.9

36" 2-444'-0" BACK RODS 8.016
y/k
FLOW LINE
END SECTIONS DIMENSIONS
DIA. A B C E F
12" 4" 2'-O" 4'-7/ " 2'-O" 6'-7/ „
15" 6" 2'-l" 3'-10" 2'-6" 6'- 1"
18" 9" 2'-3" 3'-10" 3'-0" 6'- 1"
24' 91,2" 3'-71/2' 2--g- 4'-D" 6'-1/7'
30" 1'-0" 4'-6" 1'-7 N" 5'-0" 6'1 ,4"
NO. DATE DESCRIPTION 36" 1'-3" 5'-3" 2'-1 N, 6'-0" 8'-13/4"
A 11-10-77 q,anK.,l FaLr..Cu.l, i„ Fal,r,a Ca i,m, 42" 1 ' -10" 5'-3 " 2'-11" 6'-6" 8'-2"
.?
f'.. cl "c" r„ cl "n c"„a r.•1.• 48" 2' -1 " -0.. d' 2"
B 10-26-82 Add.d 12" Pips
STANDARD REINFORCED CONCRETE FLARED END SECTION
12" THRU 48" PIPE
STATE OF NORTH CAROLINA STD.NO. REV.
DIVISION IGOF HIGHWAYS
310.01 B
GENERAL NOTES:
END SECTION TO BE USED ONLY WHERE SHOWN ON PLANS OR
AT LOCATIONS AS DIRECTED BY THE ENGINEER.
ENDWALLS TO BE PLACED ON FLARED END SECTIONS OF PIPE
ONLY WHERE SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.,
ALL CORNERS TO BE CHAMFERED I".
CLASS "0" CONCRETE SHALL BE USED IN ENCWALLS.
FLARED E140 SECTIONS AkE NOkMALLY USED ON PIPE WI1H
SKEW ANGLES BETWEEN 75° AND 105".
PLAN IN SKEW

30, (MIN.)
176-0
VARIABLE
Y4` / FT. -?-CROWN 3/6"; 1'
II
= G
TYPICAL CROSS SECTION
DIMENSIONS FOR COLLECTOR STREET
USING 2'-6" CURB AND GUTTER
30,( MIN.)
I ?
VARIABLE
.0 65Yjr -I/4`/FT. 4I
i
PAVEMENT SCHEDULE
OB 2°61TUMINOUS CONCRETE SURFACE COURSE, TYPE I-2.
OF 4° BITUMINOUS CONCRETE BASE COURSE, TYPE HO OR 8°
COMPACTED AGGREGATE BASE COURSE.
OG 2'- 6° CURB AND GUTTER , 2?-0° VALLEY GUTTER MAY ALSO BE USED.
TYPICAL SECTION COLLECTOR STREETS
60' R/w(MINIMUM)
f
HUB END ON OUTLET I? RIP RAP
ENO SECTIONS. SPIGOT MIN, Q V,
(NO ON INL[T [M0 I" `
9[CTIOMB. 111 M M ` NATURAL GRADE
?Y (fill = - ?1 IO??MIN Ir III
f 111
NOTE. MINIMUM H = 2/3 PIPE
X ?i o I- I I = I I= I I = (1 =
t- -- -_ p
t
i------------ /?'r (j - 4" - NO. 5 WASHED STONE
? l
BT[[L BACK 400 LAYER OF FILTER FABRIC
SECTION B-B
VI V v
PLAN
B LENGT
TO BE CLASS OR MEDIAN SIZE OF RIP RAP AND LENGTH, WIDTH AND DEPTH OF APRON
DES'GNED TO BE DESIGNED BY iTHE ENGINEER.
BY THE ENGINEER
Od MIN.) REFER TO STANDARD NO. 20AT FOR CONCRETE SPLASH PAD,
ALL SUGGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
BOTTOM GRADE SHALL BE 0.0%. WHEN USING SCS/MO. METHOD
SIDE SLOPES 2,1 OR FLATTER.
SIDEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS BUT NOT LESS THAN TWO-TI41RDI THE
PIPE DIAMETER.
THERE SHALL BE NO OVERFALL FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF
THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING
CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE MALL AT THE DOWNSTREAM END.
APRON DIMENSIONS AND RIPRAP SIZE OR CONCRETE THICKNESS MUST BE AS SHOWN ON THE PLANS.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE
RECEIVING CHANNEL.
THE PLACING OF FILL 0 EITH[R LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT
BE ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
BOTTOM GRADE SHALL MATCH SLOPE OF CHANNEL WHEN USING N.Y. DOT. METHOD.
RIP RAP APRON
FOR FLARED END SECTION
APPENDIX
Memorandum of Agreement - Historic Site and Landscape Plan
Wetland Delineation Map - Data Sheets
Wetland Permitting Plan
Master Plan
Mitigation Site Maps
Buffalo Creek Map
Watershed Control Plan
Required Contact with U.S. Fish and Wildlife Service
Memorandum of Agreement - Historic Site and Landscape Plan

400 FOUR SEASONS TOWN CENTRE
GREENSBORO
NORTH CAROLINA
27407
CORP
May j, 1994
Renee Gledhill-Earley
North Carolina Department of Cultural Resources
101) East Jones Street
Raleigh, North Carolina 27601-2807
RE: May 2, 1994 Draft Programmatic Agreement
Phase Ii of the Sedgefield Development Project and
improvements to Wiley Davis Road In Greensboro, N.C.
Dear Mrs. Gledhill-Earley:
910 299 9200
fax [phone]
Koury Corporation has reviewed the above agreement and hereby advises
your office that Koury, agrees to be responsible for performing the items in
Stipulation I(4rcheolo:gical Resources), Stipulation II(Documentation of
Historic Buildings and Landscapes): paragraph (A) of Stipulation III(Design
and Landscaping;", and items (1) , (2) and (3) of paragraph (D) of Stipulation
III(Design and Landscape).
Our executing the Arc>gramantic Agreement is only for the purposes of
evidencing our agreement to perform the forgoing items.
We appreciate you assistance!
Very truly yours,
Koury Corporation,
/
In H.lusto
ireetor of Land Development
JH?4l:jhb
CORPORATE OFFICES REGIONAL MALL CONVENTION HOTELS RESIDENTIAL COMMUNITIES
PROGRAMMATIC AGREEMENT
AMONG
THE US ARMY CORPS OF ENGINEERS,
THE ADVISORY COUNCIL ON HISTORIC PRESERVATION
AND THE NORTH CAROLINA STATE HISTORIC PRESERVA'T'ION OFFICER
REGARDING THE ISSUANCE OF FEDERAL PERMITS FOR
PHASE II OF THE SEDGEFIELD DEVELOPMENT PROJECT AND
IMPROVEMENTS TO WILEY DAVIS ROAD
IN GREENSBORO, NORTH CAROLINA
WHEREAS, the Army Corps of Engineers (ALOE) proposes to issue federal permits
for Phase II of the Sedgefield Development Project arid Improvements to Wiley Davis Road;
and
WHEREAS, the ACOE has determined that the issuance of
permits for the Sedgefield Development Project and Improvements to Wiley Davis Road will
have an effect upon the Stephen Gardner House/Gold Mine Site, a property included in the
National Register of Historic Places and has consulted with the Advisory Council on Historic
Preservation
(Council) and the North Carolina State Historic Preservation Officer (Sr.PO) pursuant to
Section 800.13 of the regulations (36 CFR Part $00) implementing Section 106 of the National
Historic Preservation Act; (16 U.S.C. 470f).: and
WHEREAS, Koury Corporation, developers of the Sedgefield Development Project
and owners of the gold mine portion of the historic property, will apply for permits and
provide landscaping for Phase II of the Sedgefield Development Project and Improvements to
Wiley Davis Road; and
WHEREAS, the North Carolina Department of Transportation (NCDOT) has entered
into a cooperative agreement with Koury Corporation to provide funds to construct the
Improvements to Wiley Davis Road and abandon the portion of Wiley Davis Road within
Koury Corporation's property and maintain the right-of-way for the portion of Wiley Davis
Road outside the boundaries of Koury Corporation's property; and
WHEREAS, the City of Greensboro (City) has identified a portion of Wiley Davis
Road outside of the Sedgefield Development Project in a Growth Study Plan and a portion of
this area is on the Greensboro side of an annexation agreement line with Jamestown and High
Point; and
WHEREAS, if the City aaaexes any of this area, the City may provide additional
improvements to the roadway aad assume responsibility for maintaining the right-of-way for
Wiley Davis Road; and
WHEREAS, Koury Corporation. NCDOT, the City, and John Louis Overly and
Sandra Wiley Overly, owners of the Stephen Gardner House, participated in the consultation
and have been invited to concur in this Programmatic Agreement;
NOW, THEREFORE, the ACOE, the Council, and the North Carolina SHPO agree
that the issuance of federal permits for Phase II of the Sedgefield Development Project and
Improvements to Wiley Davis Road shall be administered in accordance with the following
stipulations to satisfy the ACOR's Section 106 responsibility for all individual permits for
these projects.
STIPULATIONS
The ACOE will ensure that the following measures are carried out:
I. ARCHAEOLOGICAL RESOURCES:
A. In the event previously unknown archaeological resources are discovered during
construction for either the Sedgefield Development Project or the Improvements to Wiley
Davis Road, ground disturbing activities at that area shall cease and Koury Corporation or
NCDOT, respectively, shall notify the North Carolina SHPO and ACOE of the presence of the
archaeological resources. Within five (5) working days, the North Carolina SHPO shall make
recommendations to the ACOE concerning the treatment of archaeological resources and
appropiate mitigation measures.
E. The Koury Corporation shall retain a qualified archaeologist to investigate and record the
blacksmith's shop within the historic property and record the old Wiley Davis Roadbed
adjacent to the historic property prior to any construction for the improvements to Wiley Davis
Road. Specifically, the archaeologist shall carry out the following actions:
1. Remove the brush covering the remains of the blac'ksmith's shop and expose all
remaining foundation walls to delineate the size and configuration of the shop.
2. Excavate test unit(s) within the foundation to deten ine the depth and extent of the
remains.
3. Prepare a scale drawing of the blacksmith's shop foundations, as well as a site plan
showing the location of the blacksmith's shop in relation to significant fearares, such as the old
roadbed, the Stephen Gardner House and the springhouse.
4. Prepare an archaeological report describing the investigation, the results and an
evaluation of the significance of the blacksmith's shop. The document shall meet the report
guidelines of the North Carolina Sh"PO.
5. -Forward three (3) copies of the scale drawing, site plan and archaeological report to
the North Carolina SHPO for review and incorporation into the statewide survey and
iconographic collection.
C. Following the completion of the archaeological investigation of the blacksmith's shop and
prior to construction of Phase II of the Improvements to Wiley Davis Road, Koury
Corporation shall notify the owners of the Stephen Gardner mouse offer them. the opportunity
to remove the foundation remains of the blacksmith's shop so they may reconstruct the
foundation elsewhere on the historic property. The owners of the Stephen. Gardner House will
have ten (10) days following receipt of Koury Corporation's notification to remove any
remains associated with the blacksmith's shop.
11. DOCUMENTATION FOR HISTORIC BUILDINGS AND LANDSCAPES: Prior to any
construction for Phase 11 of the Sedgefield Development Project or improvements to Wiley
Davis Road, Koury Corpomation shall document the Stephen Gardner House/Gold Mine Site in
accordance with the "Historic Buildings and Landscapes Recordation Plan" attached hereto as
Appendix A. The documentation shall include the types and locations of existing landscaping
materials associated with the historic property which may, be lost due to the Wiley Davis Road
improvements. The documentation will be forwarded to the North Carolina SHPO and added
to the surrey site file for the htstofc property.
III. DESIGN AND LANDSCAPING:
A. Sedgefield Development Project: The "Grandover, Homeowners Open Space" site plan,
dated February 21, 1994 and attached hereto as Appendix B, will be the basis for Koury
Corporation's developizigg, in consultation with the Nortdk Carolina SHPO, a final golf
course/park design to avoid disturbance of the archaeological resources associated with the
historic gold mine remains. The final plan will specifry the location, types of plants, and
pathway materials to be used. It shall be forwarded to the North Carolina SHPO for review
and approval, prior to any construction taking place in the gold mine area.
B. Wiley Davis Road Improvements:
1. In the event the final plans for the Wiley Davis Road improvements change from
the March 15, 1994 roadway plans attached hereto as Appendix C, and alter the location or
cross-section of the roadway, or require additional right-of-way from the Stephen Gardner
House, so as to adversely affect the historic property, Koury Corporation and NCDOT shall
consult with the North Carolina SHPO and initiate procedures set forth at CFR 800.5(e).
2. The "Wiley Davis Road at Trailwood" site plan, dated March 10, 1994 and attached
hereto as Appendix D, shall be the basis for Koury Corporation developing, in consultation
with the North Carolina SHPO and the owners of the Stephen Gardner House, a fin~:l
streetscape design for Wiley Davis Road. The design shall compatible with the character and
settin,g, of the historic property. In the vicinity of the historic property, the plan will specify an
informal planting scheme using in-kind landscaping materials which transitions to a formal
planting scheme at the entrance to the Sedgefield Development. The final plan shall be
forwarded to the North Carolina SHPO for review and approval. The North Carolina SHPO
will coordinate with the owners of the Stephen Gardner House to provide any comments they
may have on the design to Koury Corporation. NVhile NCDOT shall be responsible for the
routine maintenance of the right-of-way for the portion of Wiley Davis Road outside the
boundaries of Koury Corporation's property, Koury shall replace, in-kind, any plant materials
damaged or lost within two (2) years of installation.
3. Koury Corporation shall replace, in-kind, any fencing within the historic property
that is removed due to the Improvements to Wiley Davis Road. Koury Corporation shall
consult with the owners of the Stephen Gardner House to determine the new location for the
fencing.
4. If at a later date, the City annexes Wiley Davis Road and proposes to construct
improvements--such as sidewalks, lighting or landscaping--to the roadway, the improvements
in front of the Stephen Gardner House shall be compatible with the character and setting of the
historic property. The landscaping plan shall be designed to keep large trees and significant
plant material at least ten (10) feet beyond the edge of pavement and comply with the site
distance requirements. The City shall consult with the North Carolina SHPO and the owners
of the Stephen Gardner House in developing a plan for such improvements. The final plan
shall be forwarded to the North Carolina SHPO for review and approval. The North Carolina
SHPO will coordinate with the owners of the Stephen Gardner House to provide anv
comments they may have on the design to the City. If the City takes over the responsibility
for maintenance along Wiley Davis Road, the City will provide routine maintenance within the
right-of-way in the manner consistent with city policies.
W. The Council and the North Carolina SHPO may monitor activities carried out pursuant to
this Programmatic Agreement, and the Council will review such activities if so requested. The
A.COE will cooperate with the Council and the North Carolina SHPO in carrying out their
monitoring and review responsibilities.
V. Any party to this Programmatic Agreement may request that it be amended, whereupon
the parties will consult in accordance with 36 CFR 800. I3 to consider such amendment.
VI. Any party to this Programmatic Agreement may terminate it by providing thirty (30) days
notice to the other parties, provided that the parties will consult during the period prior to
tenmination to seek agreement on amendments or other actions that would avoid termination.
In the event of termination, the ACOE will comply with 36 CF R 800.4 through 800.6 with
regard to individual undertakings covered by this Programmatic Agreement.
V1I. In the event the ALOE does not care out the terns of this Programmatic Agreement, the
ALOE will comply with 36 CFR 804.4 through 800.6 with regard to individual undertakings
covered by this Programmatic Agreement.
Execution and implementation of this Programmatic Agreement evidences that the
ACOE has satisfied its Section. 106 responsibilities for all individual permits required by the
undertakings.
ADVISORY COUNCIL ON HISTORIC PRESERVATION
By: Date
Name and Title of Signer
ARMY CORPS OF ENGINEERS
By: Dale
Name and Title of Signer
NORTH CAROLINA. STATE HISTORIC PRESERVi,TION OFFICER
By' Date
Name and Title of Signer
Concur:
KOURY CORPORATION
By:
Name and Title of Signer Date
NORTH CAROLINA DEPA.FtTVIENT OF TRANSPORTATION
By:
Name and Title of Signer Date
CITY OF GREENSBORO
By:
Name and Title of Signer Date
30HN LOUIS OVERLY AND SANDRA WILEY OVERLY
By: Date
Name and Title of Signer
By:
Name and Title of Signer Date
Appendix A
Historic Building and Landscapes Recordation Plan
for Phase II of the Sedgefield Development Project
and Improvements to Wiley Davis Road
I. Histo . al Rackarou : A brief historical and physical narrative/description of the
historic property including:
K Date of construction
Architectlbuilder, if known.
x Owners and uses of tbl e building since construction.
Size and sketch plan of building.
Materials and any significant architec:aral details or elements.
II. Landscapes: A site plan sketch illustrating:
Location and types of existing landscaping materials associated with the historic
property which may be lost due to the Wiley Davis Road improvements.
II?, Photo ?raohic P,!eouire.tnents: Photographic views of the house and outbuildings and the
archaeological resources associated with the gold mine including:
Overall views.
y Each visible elevation of the house and kiln
y Details of construction or design including exterior architecturally significant elements.
Views showing the relationship of the buildings to each other, the road, and any
significant landscape features.
IV. Porznat:
35 mm or larger black and white negatives (ail views}.
8 x 10 black and white prints (all views).
Color slides (all views).
k All processing to be done to archival standards.
All photographs, negatives, and slides to be labeled according to Division of Archives
and History Standards.
V. Copies and Civation:
u, One (1) set of all negatives, print, and slides will be deposited with the North Carolina
Division of Archives and HistorylState Historic Preservation. Office to be made a permanent
part of the statewide survey and iconographic collection.
Ti iTHL

0
------------
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PA** 10 1' IN CgIKf? t s}=?'G¢ i? js a
Wetland Delineation Map - Data Sheets
SEDGEFIELD PROJECT
KOURY CORPORATION
WATERS aF THE U.S.x 1.19 AC ' -?• ti
??j?
WATERS OF THE U.S. x.s AC
y «.t wenua t ! , i 1. uebaue'`.u [f ? O ~?? ? 0 . ?
Mu J
o PC,,
. / ?.
pTERS OF U.S. x.55 AC i ? ???
[WATERS OF TIE U.S. 1.13 Ac c[ •? ?' ?J - r i r/
' ? >' , ustCwNf12 ? ` ? o nuns ?• •? ? ` '•?
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?--fru• ? ? Yl'=. =y11Ki. ?` AT? _ \?~ ter.. _ --°-_ ?? :' ?1
WATERS OF THE?U.Sl,!: SA6 A
a[c cwwr w'\ .wWO \ wnLEe auu wit
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.1 I ? ?? 4?. ? EIME: hY11D111wE N10pLnA ?l1.
-'-
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„_ „,? „ » \ , _ M• R •" JURISMTIONAL WATERS OF THE U.S.
?' weusWse... ,Yc / a EAST-SIDE WEST - SIDE
y
ptdY! [ a0111EMEOtfpNAl WATERS DELWAfCO,.
. .. .rwnnw
10.53 AC 4.0 AC
.c ?.1l `\ wmma[ s 34.12 AC x 15.12 AC
?.
lW O ? s 1.10 AC
T • s
45.25 2 70.23 AC
?,: o ME «r O T "yMu
7.7 Raw1x ?•?L
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TYPICAL PLOT LOCATIONS
DATA FORM 1
WETLAND DETERMINATION
Applicant Application Project
Name: Number: Name:
State: County: 6-ur t ok-r-4 Legal Description: Township: Range:
Date: ? '3 Plot No.: A Section:
a ?rc?u-a?r_ ?.
Vegetation: List the three dominant species in each vegetation layer (5 if only 1 or 2 layers).
species with observed morphological or known physiological adaptations with an asterisk (*).
Species
Trees
1.
2. Q?Jt ???
3. ??'?ater,cl?
Indicator
Status
f';.I?rG?. 'Fa L J
Cd .. :PA--,u
0- -dui I P I Ere,. ?
Saolinr?s/shrubs
4. Acer- rL)6rorn 'FAc_
5. Carr ?,1Lj5 Cato (?r„a,n a. ?a c.
6. 'Fa?u5 9 ra?^d:?1 Dra. ?L?G U
Indicator
Species Status
Herbs
7. l o?,cu,a.. Ja?or??ca.?c- -
8. Ce.,? Sp, ??.c.w
9. S") f I R G•- ? t
Woody vines
10. c„r,? t I Sp.aG.
il.
12.
Percentage of species that are OBL, FACW, and6or FAC:
Hydrophytic vegetation: Yes No ? Basis:
0174 L "TzE E6-: tx?wu > , u ?? c. ?-t u'r J ?W t.°'T'?,., .?I-1
Soil
Series and phase: no?'? b ? G On hydric soils list? Yes No
Mottled: Yes ? No Mottle color: 10 Matrix color: I o '{? ta?z {O?
Gleyed: Yes No Other indicators: 0>5 I P I2+? mccTe, SZz"JW M., f ?..arch?r5
Hydric soils: Yes , Z No Basis: Lau-2 C.t-trzO"A- t leL 'Xc r-+o-r-ri?S
Hydrology
Inundated: Yes No V? Depth of standing water:
Saturated soils: Yes 6-?'_ No Depth of saturated soil: SA.wrZATE?:2 6.T 3'tU 4"
Other indicators: DXu r-;? 11(i b I OT- L? r ?,.,., , r?LS
Wetland hydrology: Yes No Basis: r YEw, ,NfA-, tjrz??.?r?raa? P6 X2,•1
Iw ?'p rte
Atypical situation: Yes No
Normal Circumstances: Yes y_ No
Wetland Determination: Wetland Non-wetland
Comments:
-raor-i Cc- G?IUt'?i ??lDE-fpTto?l tS '?aLV? t,tX?,? ?'r??-T.a t'(ufZ? FAC_
?D ?'??'?. ??? ?`{?L Determined b ?•?'? ?iraQhL?
Indicate
Other indicators: SN'LA-?AJ ZOO'1;
0; } p 1 YS u G k[ .E art n 51"+ t >. r T?-4 Svr't ?,
DATA FORM 1
WETLAND DETERMINATION
Applicant Application Project
Name: 400r?4 Number: Name:
State: County: C&Q it, o Legal Description: Township: Range:
Date: Plot No.: E7 Section:
Vegetation: List the three dominant species in each vegetation layer (5 if only 1 or 2 layers).
species with observed morphological or known physiological adaptations with an asterisk (*).
Indicator
S2gcies Status
Trees
1.(-UL?c.0S r646ra- p?tJ
2.Cornu S -??o??d? ?+t??
3.C&,rP in v5 CGt{a I ?n iar?a.?cC?
Saplings/shrubs
4.C
&,rp r »vZ cGc?o I n raffiatkC?
5.,4cgr r?6run'rr1
6. Llq. 5 yyae rt J.JG,. }'d1Cit
Species
Indicator
Status
Indicate
Herbs
7. Lon, cc,ra.lia Ponicr-- mat,-
8. CsE r-ey- Sp. raUN
9. 5v 1c, l I c_. mac.
Woody vines
10. Sm. 10-c
H.
Tcxic?aclro? ?/?c?
12.
Percentage of species that are OBL, FACW, and/or FAC: Other indicators:
Hydrophytic vegetation: Yes No ? Basis:
s0uS c 60-f'l li?lor?. (j?uCrcus o1 b?.? ?rrieocle?.clrnr?
Soil
+v I i p f'e.rc•..I
Series and phase: `E-ro?- P On hydric soils list? Yes No '-*"
Mottled: Yes No Mottle color: It) Yr- Matrix color: 10 "`?L-- SZTto/Z
Gleyed: Yes N ? Other indicators: D x 10 I2-F-s2 9,002::i ,r M n GaHU -no?5
Hydric soils: Yes No Basis:
Hydrology
Inundated: Yes ?No ? Depth of standing water:
Saturated soils: Yes No Depth of saturated soil: gATU r? r3 ?T t +"-(1' `
Other indicators: Q x- r r.> t me?r-?, tZocr_r" C,l4 ^ 4 ^4 E; l-Asp
Wetland hydrology: Yes No Basis: oy5rLAw r?>rwsm W-Acpe 2?1z,0.4 -11?0iv
Atypical situation: Yes No
Normal Circumstances: Yes t- No
Wetland Determination: Wetland Non-wetland
Comments: FA<.. ?b
G,,>P,10F -t #,44,0
U 5 PV 114CSr 15ja" t-l -W STi E?7.
f? CPL-A.4ere^c.. MI>e-
2?' - ??-' flu=r''? !? vF
Determined by: Lld-''' P-1 i ^ °tn-.--'r

DATA FORM 1
WETLAND DETERMINATION
Applicant Application Project
Name: Number. Name:
State: County: &,Q1LFQF-rte Legal Description: Township: Range:
Date: I f q2 Plot No.: C- Section:
Vegetation: List the three dominant species in each vegetation layer (5 if only 1 or 2 layers). Indicate
species with observed morphological or known physiological adaptations with an asterisk (*).
Indicator
Species Status
Trees
2. Q.jerws r?b?a F?_ACA_)
3. Ater rUbrui+n 4:;
Indicator
Species Status
Herbs
7. Ca ?-e -1- s p. ?ac,v?
8• ?..Or?ctrcL ?GtPOnI
9.
Saplings/shrubs Woody vines
4. (:,A,ep ?nus carol ?n ?av,a.. ?AC? 10. Sm? ?oyc
5. .?9 v?daM6arr s$yrc? c?i?1uG.. ?p? -r 11.
6. ,Gkt,r rvbruv+? =?L 12.
Percentage of species that are O??, FACW, and/or FAC:
Hydrophytic vegetation: Yes No Basis:
Goirru4 -?Iflr?dG..?us ?ra-,?c?iora..
Soil
Other indicators: S'?'cw R4'OTs
Series and phase: tenor D On hydric soils list? Yes No
Mottled: Yes ? No Mottle color: 10 ?-f li `?& Matrix color it,
Gleyed: Yes No _X Other indicators: Oxi o 1 74Q_-3, moor G-+,cr??elh ?tr? suw?s?e
Hydric soils: Yes X- No Basis: L_0,,,i c.1- wen a t?.a-rra? x . r-? o-rTt E? H r.
Hydrology
Inundated: Yes ? No Depth of standing water: A- r • %-j rr.?.k ua
Saturated soils: Yes No Depth of saturated soil: e= 3"
Other indicators: R.• ? » o
Wetland hydrology: Yes No Basis:
Atypical situation: Yes No
Normal Circumstances: Yes ? No
Wetland Determination: Wetland Non-wetland
Comments:
t i f t "Otl e O;?_ i77,4 tI ' U-)^`f _ )-10 tZ-C 00t-1( -4 /504 CZ, 04:?
Scbtp£ /ss.tr? Sr+ 1 L,AX A r t AS R-1 !7 . V.4 t7 VI"-4i5 Look-MO-.
Determined by:
DATA FORM 1
Applicant
Name: _Vpuw-( Lorz-p•
State: h-4. County Gv,l-hard Legal Description:
Date: lL94- Plot No.: t;>
Project
Township: Range:
Section:
Vegetation [list the three dominant species in each vegetation laver (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees
1.?u?err?s pal (osALW
3. +
Saplings/Shrubs
4 . P5c.+Lj6_ n i
5. pie f-??u5 oc.c +ctr,•??? Its 6??1
h ?'?rc . 0P?
Herbs
7.
?,Q hex
Dt.
8. aIle , cairn nec? Lk-W
9.
?tn?nw l?s
???!
Woody Vines
10. P-O 5? SAL
11. Srn i o?jc FLkC?
12.
% of species that are OBL, FACW, and/or FAC: W Other indicators: llow -??'?,
Hydrophytic vegetation: Yes _? No . Basis:>z5gy, DOH. rte., V7A< V41, 04L-.
Soil
Series and phase: X13 C. On hydric soils list? Yes No
Mottled : Yes-Z No Mottle color: Jo '(rte Matrix color: 1n YR? ?/? ,??j
Gleyed: Yes ?No Other indicators: Hn
Hydric soils: Yes ? No Basis: per,-?(•,n? ?,.?G{,c?r? ?.{/r,.??Uw??--
Hydrology
Inundated: Yes No ? Depth of standing water:
Saturated soils: Yes.`,- No . Depth to saturated soil: Sv 44.e.,
Other indicators : I AJ,,, <v ry\ OK e kA ?•G? l v\AqA-, pf"4ce- C v,l
Wetland Hydrology: Yes boy, y
? ; No : Basis: ?l,?.. bla?c?a-?r?r• , '? r5
Atypical situation: Yes No ? .
Normal Circumstances? `(cc,
Wetland Determination: Wetland ? Nonwetland
Comments: jroc+d '?(at reG? +op v?F Py'4-1reqR-, Arum-
WETLAND DETERMINATION
Application
Number:
Determined
B2
DATA FORM 1
WETLAND DETERMINATION
Applicant Application Project
Name:- +-Y Co'-4:. . Number: Name • ie" fro wt ZL
State: NL County &,,,I4?ord Legal Description: Township: Range:
Date: Plot No.• ' f-. Section:
Vegetation [list the three dominant species in each vegetation laver (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees Herbs
1 •Asce? r?br?" 47-Ac, 7- ?onrce/cc. JaFon rc,Q
2. I.._-,q. S+(rac, , -rl w- : :Fa+L +' 8. I it a v i i+,
3 Coco{ wi c- F,64, 9. Gctr'e-'. Sp.
Saplings/Shrubs Woodv Vines
4. Vlbc?rr.v?,n lr641 10. -roX_ rcaica,,c,
5. :r4lel 11. Sm,
6. Swam P D-oSwoaA FAN 12-
% J6G- Y?1u??t?tc.YG...
of species that are OBL, FACW, and/or FAC:-t-'(40ther indicators:4?&J(ow oc S
Hydrophytic vegetation: Yes L,,-_ No Basis: )-.501y. or-7 'Mort E' E,tc,,, 1 Ga;'L'
O+ tom.. Re,*..) (tom (e,
Soil ?rO?.Y? ?`(drrc? ??'?c?c?Sro,^ o? ??t,;,c`i? I S
Series and phase: ,?,,? ((? On hydric soils list? Yes No
i.4lvSw,
Mottled : Yes? ; No Mottle color: -fit. ; Matrix color: 1O`-(rc- ?-fZ
Gleyed: Yes V" No Other indicators: fln
Hydric soils: Yes-k!fNo ; Basis:-L-ovc ?0+ Lei s?
Hydrology
Inundated: Yes ; No V . Depth of standing water:
Saturated soils: Yes r% No Depth to saturated soil: 01'-
Other
indicators :
Wetland Hydrology: Yes ?; No : Basis: ?oS i? 'r?olrCG??O?S
Atypical situation: Yes ; No
Normal Circumstances?S
Wetland Determination: Wetland t/ Nonwetland
Comments • {? GGY???( e ;oee ri
r??*•c?- WG?'?'G?TG.?f? ?ar na?C.t? ??vtc?S. -? ?KC. ??5-,?y _
Determined by: lam-
B2
Applicant
Name: 4oo a-r
DATA FORM 1
WETLAND DETERMINATION
Application
Number:
State: hoc. County corL-for-0 Legal Description:
Date: Plot No.:

Project
Name • 5.?_7? = rrz,
Township: Range:
Section:
Vegetation [list the three dominant species in each vegetation laver (S if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees
1 . So- ( r,, rt 19 rC,
2 . Ui. 4 -(ra.G W ilrl .
3 . A (nuS
Saplings/Shrubs
4 • ,6<tr rvl rcJr?^
5. Ace- rr2? vrdo
Herbs
OtyJt? 7. J,JnLus eF?S.x
F? 8.
9. ?ko?hc? t 5
Woody Vines
10. TZ-,6,,S
FaC.w 11. (z,0 4a-
'0- :Fr"tro5 pt,,w,?, Iw,.+.+?cc`. -t-A .vq 12. Sm Ioyc

% Fac,
of species that are OBL, FACW,. and/or FAC:qo , Other indicators: 5kALA-0 rY Z9cv7si
Hydrophytic vegetation: Yes No Basis: y,9577., of • x-)t-A V7 cbcw ?16PX., .
PDI'SO?I l?/`-(? r_r c.?5-rnvr?? H'UM f? SuGfc,+.? J h'I ? ci?r?[.sc> r't
PrJb?(??- rnc.1?Sror. o? G{-?wcc.lc,r.
Soil
Series and phase:?k-b On hydric soils list? Yes No
Mottled : Yes I--/; No Mottle color: to `!IL (Matrix color: 7_6 -rg- (o/t .-CoAZ
Gleyed : Yes ? No Other indicators:- pXI D I ? 17.0,S;>P+6 ?.e's
Hydric soils: Yes ?9o ; Basis: ter c_M- RAr- ,- M^-Trz4 , ?1 d
Fb6 i17,-ee T-_rC -h (nor rar
Hydrology G?+V? ?.t-t/,?r+.?? t?N?.-`•(
Inundated: Yes No Depth of standing water: Orr
Saturated soils: Yeses ; No Depth to saturated soil:
Other indicators: b2 rata ?? p? ,y VJLTT-?:'- -r-
Wetland Hydrology: Yes ? ; No Basis: P6,_rTnv-?5 ?NbICATLMC-;,
Atypical situation: Yes No
Normal Circumstances? `1'ES
Wetland Determination: Wetland V1 ; Nonwetland
Comments: mal,y CJ&E- <_
CL?C.F:r?t? ?l.AOp w?TE??-g ?rw.r-1 Ta-1 P?c,r?,gr??-T .DV R-1•-tr.,r
- M ? C?rz- tza-1 r? STS
Determined by•
B2
r- A<-, \e-1
F,?L?
DATA FORM 1
Applicant
Name •r? ?'?
WETLAND DETERMINATION
Application
Number:
Project
Name : dae , e,W pr?u
Iri
tr
State: MC. County C7vi Ifo,-d Legal Description:
Date: Plot No.: Cr-
Township: Range:
Section:
Vegetation [list the three dominant species in each vegetation layer (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees
1. Q??c vs pl ?,1 los
?ac,?y Herbs
7.

Ala L i o..?.c?
2. 8. Jurti?SU,, f
3.

r Woody Vines
4• Ca?prw5 Galv?rn?a?- ? 10.
5. r 17 ??r?.. prrjL 11.
6. Ac2i 12.
% of species that are OBL, FACW, and/or FAC: Other indicators:
Hydrophytic vegetation: Yes No Basis:
?4ct? r?br? w• ??S-F?dl '? ?ryc? ?,?c.!-• ? LI t??oC.. Tst? ? In 5,?r? ?
soil S
Series and phase: \I/k We_kgdk -)On hydric soils list? Yeses No
Mottled : Yes-"*' No Mottle color:; Matrix color:lo `(P_ Co l
Gleyed : Yes,,," No Other indicators: &?<rd,-te ct no},;
Hydric soils: Yes ,/No Basis: ?-ow CkroVti..0,- , P-rdr. 4;01
Hydrology Pd,.- ?'(a
Inundated: Yes ?,• No Depth of standing water: 0 rr To ?-
Saturated soils: Yes ?; No Depth to saturated soil:
Other indicators: ,W&t-+te, k-? \/r?ua t ?.?o(rr- Top) pcS
Wetland Hydrology: Yes V"' ; No : Basis: _P ??'?y? ??1c{? cc, UrS
Atypical situation: Yes ; No ?
Normal Circumstances?
Wetland Determination: Wetland Nonwetland
Comments: ?ey) -,-? Q•{- (D a -}-r ? bu?'?rie?
Determined:by:,
B2
DATA FORM 1
Applicant
Name: k-C,0!2y
WETLAND DETERMINATION
Application
Number:
Project
Name :
State: t4c- County Gruil-Forci Legal Description:
Date: 1/9'+ Plot No.: ?4
Township: Range:
Section:
Vegetation [list the three dominant species in each vegetation laver (S if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees Herbs
1. nI mar 0 27 V 7. JJrc.JS C vS?S
2. I r.,?S VAC.-F .8-
3. ??? r?F?r?r,? ,AC. 9.
Saplings/Shrubs Woody Vines
4. aKlrJS PennSYl?/GM1cc r ACA 10.
6. FA GV-? 12.
7. of species that are OBL, FACW, and/or FAC:tga. Other indicators:?u.o%4 94QTzs
Hydrophytic vegetation: Yes ? No Basis: -t 5o% ate, r-^r_VV x-Ae,
$vlr?sL. Sm?la?? MoiP?o ?oS??(. 1?-sli Cs0,4 eS - w? L1 - Tr II II
JOl1tGt ?^???. ? U ??'ur(.Cr ? S4v 41 Inc?
Series and phase: Ght?nrcu?,rs On hydric soils list? Yes ? ; No ?(Gh.«•..?ic?)
Mottled : Yes ? No Mottle color: Matrix color: to Yom. `f?l
Gleyed: Yes / No Other indicators: o><,. riOaTe; -1'0 ;ur?-FAc*- L &L&
Hydric soils: Yes, / No ; Basis: PosRi,lE (..?r>?cr•rDru,
Hydrology Po?ryri?v
Inundated: Yes'/ ; No Depth of standing water: SuR.R? y-
Saturated soils: Yes_l?; No Depth to saturated soil: O'-+j't
Other indicators: H ?• v„fa+-r T?bfe Ir?r,,+c?-fig,., w?+?i u?a?I?S 6.
-f rtes ar c a? p+?.
Wetland Hydrology: Yes No a%is: ,+IV,- I rJI
Atypical situation: Yes ; No ?.
Normal Circumstances?
Wetland Determination: Wetland Nonwetland
Comments: D?w?e,? IG? t = ?S \4cars aid Jr,-, S10-
Determined by: C /??
B2
DATA FORM 1
Applicant
Name : EC.o,,,y?., GP
WETLAND DETERMINATION
Application
Number:
State: N(., County Crc,Ittoecl Legal Description:
Date: 116J3 Plot No.:
Project
Name : Sedale.-, c l of f o -11
Township: Range:
Section:
Vegetation [list the three dominant species in each vegetation layer (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Sta tus
Trees Herbs
1. ,dour r?.br?.r., SAC.. 7. ?wl?c.? t
2. 8. JvAc A.
3. Ltr ?1 dot ????4? 9. ?rej
Woody Vines
4.Ca???r,,? 10.
5 .! t n i9 r? O+'J?- 11. ?v x c.o?e,.?d ror. pC.
6. ,e 12.
% of species that are OBL, FACW, and/or FAC:+75Other indicators: ?-, acJ P6CAS
Hydrophytic vegetation: Yes ? No. . Basis: >45bu tjbw•.
Soil
Series and phase:--? Qw% L On hydric soils list? Yes ; No
Mottled : Yes ; No Mottle color: 10 `lam y- Matrix color: (o Yz,
Gleyed : Yes_/No Other indicators:- 1-1e%
Hydric soils: Yes ? No' Basis: _ 1 1 -1v.c- ?(?(. ?,•e(? ?,u-?o,?,
Hydrology
Inundated: Yes No,/ . Depth of standing water:
Saturated soils: Yes? ; No . Depth to saturated soil:
Other indicators:
Wetland Hydrology: Yes_,; No
Atypical situation: Yes ; No-,,'
Normal Circumstances? 11-?el
Wetland Determination: Wetland
Comments:
; Nonwetland
I Q/ A-
Determined by:
B2

SEDGEFIELD PROJECT
NWP #26
n,m awg anm r
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1
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4
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.
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NWP #33 •' % ?, \
_ NWP#12 WETLANDS PERMTTING PLAN
••• - cwra=mv NWP#33 w I ?? mwwro.wwnunamuw
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7 c
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-_ -
?° © LAFODesypl
1 5 9 13 SE D
GEFIELqROJECT

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FILLED CHANNEL ± 150 SF '
r
324
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S8.
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= F LED CHANNEL ±3 SF
(IV
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ILMIAFM - L 4 w _
'? f o
NWP #14 ? _
(FUTURE CITY OF \ # 1
GREENSBORO PROJECT)
C
NWP#1.4 ? /tUTURE N.C. DOT PROJECT \
# 17
I? o
?-- #18
\ (V N \
ll rn _?
O #19
Q NWP #26
i ET
BILLED CHANNEL ±2000 $F
FILLED WETLAND ±24,400 SF \
1 l ' >
376
669.19
IN ADDITION TO BUFFER, PROVIDE VERNAL POOL
j 10'X50"I TOR-ANIMAL REPRODUCTION.
N 2T 17'26" E i
aw a-
WETLANDS PERMITTING SCHEDULE-PHASE II
NWP DESCRIPTION Taal Arta Taal Filled Drzmd Fmoded Excs%ued
Impacted
1112 1 Illi r mes I I AC
Chanods 035 AC
Wetlands 081 AC -
1114 Road Cmsunts 67 AC
Ccanmis l2 AC :.360 SF --. _ _-
Wetlands AC 24.020 SF ._. ...
x26 : 61 AC
Chancels 1 SE AC 69.013 SF -• _ -
Warms 3 03 AC 132.0046 SF - - -
033 T r 04 AC
Chmr$Lgs 03 AC 1.310 SF
Wetlands 01 AC 450 SF
Taal Ch=mis 174 AC
Wetlands : 62 AC
b3E b %
--- 332
NWP #14
FUTURE C I TY OF
GREENSBORO PROJECT
R NWP #26
FLOODED CHANNEL 4-1450 SF
FLOODED WETLAND ±4550 SF
SAN.SEWER
NWP #12
CHANNEL ±300 SF
4

/Z.

FILLED CHANNEL :t1050 SF
FILLED WETLAND ±9400 SF

5
FILLED CHANNEL ±1050 SF
FILLED WETLAND ±9400 SF
?rl
#15
NW #33
FILLED WE LAND t250 SF
#6
# 14+
0 .
r
C O
NWP #26
FILLED CHANNEL ±595 SF
FILLED WETLAND ±1864 SF
A
r
r /
#13
00
o ?. A
#12
I

l
WETLAND LIM"
\ #5
I
WE
768.5
`
P NWP #26
#11 ? FILLED CHANNEL ±2090 SF
O? M
F1LLE
o - FILLE
#14
6.
?' -----'- - -_? L r
#14
#16 \\\? - _ #20
p
\ ?\ #13 NWP #14 #10 \?. \ FILLED CHANNEL ±1340 SF NWP # 12
- -' u ?
WETLAND J FILLED CHA
\?.
• \ ±200 SF
15
??. #9
#: 1 J8 i _
UpLq PIPARIAN BERM
o?
#1 FM
NWP 26
# 8 FL DED CHA L ± 300 SF
FLO D WETL. NO z' 740 v
1 , \ EXCA ED CHA L z
l?
#7 \ EXC AT 1NETLA ±10?
87
CR ING 4
\ Iv
t # 5
1
1 ?
M I
2
NWP #14
c FILLED CHANNEL ±400 SF
i
o`r j/NWP
#33
n MIL L HANNEL ± 150
-WETL ±450 F 1
12
OSED EMNSION k /
\10 zso
#3
..
A
c FILLED CHANNEL ±400 SF
SAN.SEWER A
NWP #12
CHANNEL ±230 SF p W?LANDS
WETLAND AA SF
f -
NWP #33 NOT LAND
#1 #2
1CHANNEL ± 50 SF
a ?Lwr ,,% _
NWP#33 SAN.SEWER
I LED CHANNEL ±210 SF NWP #1
CHANNEL
i
WETLAND
])3
4
A
5

SF
SF
242
772.16
k
.? .
1,4 H - --
lie,
WE
753.9
i

RS-20
O
H- '
i
CA
HOLE #4 r
` v
B:
L NWPR #26 , HOLEI#
FILED CHANNEL tl.3AC
{ POND SURFACE)
NW #26 -
f 5,87 SF
FILLED ANNELS x 1,140 SF
FILLED W TLA x 413 SF-
_
NWP #14:
-- FILLED .CHANNEL---t-51l0_.SE_._.
FILLED WETLAND ±8440 //,SF
!
L M
819.8
K 'NWP #14
-.?-
FILLi
FILLE
f 1 _.
NWI
i BANK
F1LLE0

JJJ
1 128

{

G ; NWP
FILLED WI
K
/ x 2,750 S
J
HO #2

FILLET
CHANT
±4881
10
819.8 ?-?-
K 'NWP #14
FILLED CHANNEL
±3 0 SF
I 38 AC
4
15
i
i
sr
sf
r?
A ,
r
CJ
i
'
1#23
-- --- -------- -- ---- -
r .-./
I Fil -V
#25
3 r?
* WP #26 ti
000 SF ?t?,•;
24 iL FILLE WETLANDSs 2,000 SF
n y. ;Y F
#16 1 qqr ? ?,
f s 4 y'r SEW,,
%
A' `
%

i
NWP #33 * IIWP #26
/ BARK TO BANK CROSSING ? 20,100 SF HOLE #9
ILLED CHANNELS'- 320 FILLED CHANNELS = 5,960 SF
FILLED WETLANDS s 6,140 SF
F FLOODED CHANNELS s 3,040 SF
(FLOODED WETLANDS s A,960 SF
/o-
NWP #26*
± 20,000 SF /
FILLED WETLANDS 20,000 SF
30' BUFFER
B NWP # 14
FILLED CHANNEL ± 450 F ,
FILLED WETLAND ± 2690
\ ?? v
18
f HISTORIC -r `
?% `?"7"I SITE ... ? __ -. _._--?-?- •-------- ------
:"?? -NWP #33''*
1G- FILLED CHANNEL ±250 SF
G
Q
`.. # "
LI M

/ `#21

1
?k
•?
#14
DOT) •/
TYPICAL
x x
788.2
781.7 x 796.2
x 793.8
7899
x
1! ° 12
?`# 2 7
A
I
1
NWP #14*
\ FILLED CNMNELS s 240 SF
K FILLED WETLANDS * 1,200 SF
N
r
A
Ak
NWP #14
FILLED CHANNEL ± 500 SF
,FIL?.ED WETLAND ? 2300,SF._
j, MNP #33
SANK TO SANK CROSSING

(J a is
NWP #33
Yp SANK TO RANK CROSSING
N\A! #12 ?f NWP #33 FILLED CHANNELS Y 96 SF - - - - -
•? RANK TO RANK CROSSING / NWP #3
FILLED C ANNEL ± 160 SF FILLED CHANNELS - 96 SF NWP #12 SANK TO RANI
FILLED W TLAND ±240 SF NWP #33 * FILLED CHANNEL ±120 SF FILLED CHANNI
RANK TO RANK CROSSING FILLED WETLAND ±600 SF A
FILLED CHANNELS
' 128 SF
O ? -
\ A "k
A
NWP #33*
SANK TO SAW CROSSING/' ? -
FILLED CHANNELS ?-IOL H ? ?
128 SF FILLED CHANNEL ±200 SF E
NWP #12
I -NWP #26L aao FILLED CHANNEL ±160 SF `TOLE # 1 4
FILLED WETLANDS -± 440 SF FILLED WETLAND ±640 SF FI
I NWP #14
NWP #26* FILLED CHANNEL ±1500 SF
FILLED WETLANDS ` HOLE # !.I
2,750 SF WP #12
NWP #14 TILLED NNEL ±160 SF
E #2 FILLED CHANNEL FILLED WE ND ± 640 SF
J - eoo SF \? I
N FILLED WETLANDS
!`1110 SF
WP#2 \
t
FILLED
CHANNEL - -
±1,200 SF
J , - -
' i YP
NWP #14 \
FILLED CHANNELS - x 3450 SF
TYPICAL FILLED WETLANDS - s 4,810 SF 0- \
o D N W P # 14 . _ _ - . - --- _ --- ---- `- -------- - -- - -
FILLED CHANNEL -*360 SF H: LE
FILLED WETLAND ± 2640 S 14
FILLED CHANNEL ±360 SF
FILLED WETLAND * 2640 S

0 SF
40 SF
1,040 SF
4,960 SF
A
k\

10' BUFFER
1 >,
?al
a
0
WA1yY SA1M??T
1
a
•NWP # 14
FIL! ED CHANNEL ± 450 SF
FILLED WETLAND ± 23150 SF
Q
dl -
I ?
1
'0 SF
#1
1YP. j ?!
j ?
_ NWP #26
±50,200 SF
FILLED CHANNELS ± 850 SF
FILLED WETLANDS 49,350 SF
\
\
1
D
. NWP #26
± 36,000 SF
FLOODED CHANNELS ± 4,400
I FLOODED WETLANDS i 12,7SO SF
EXCAVATED CHANNELS = 6,900 SF
EXCAVATED WETLANDS = 13,950
C? o'!
/ pay S/ ?
NWP #26 \? /
FILLED CHANNELS ± 4000 SF -P,
FILLED WETLANDS :t 91,832 SF
--1 L t
'*NWP #26
16,100 SF
FILLED CHANNEL: 1,320 SF
FILLED WETLAND
\
LE CIS
NWP #14 (N.C. DOT)
j / FILLED CHANNELS s 600 SF
/ FILLED WETLANDS t 1,800 SF
j 15
0

1
GENERAL NOTES:
MINIMIZATION AND MITIGATION MEASURES
FILLED CHANNELS s 600 SF
FILLED WETLANDS s 1,600 SF
WP # 14 A Wetlands to be incorporated in the design of individual golf (roles - strategically J Unique natural v
placed as a hazard. Wetland to be hand cleared and revegetated with suitable wetland (i.e. water falls e
(N.C.DOT) species - no filling proposed.

B
T
1
f
l K Clearing wetland
en (
oot wet
0)
and buffer provided adjacent to all proposed building areas (i.e. temporary constr
single family lots, office or retail buildings, or conference center). area where feasit
C Wetland enhancement by removing trash and other debris from wetland/creeks. L Wetlands to be c
construction to pi
D Golf holes and cart crossings to be perpendicular to wetlands to minimize impact. All responsible for w
cart crossings over jurisdictional waters and wetlands to be bridged. specifications. 1'
Corps of Enginec
E Littoral shelf to be provided on ponds greater than one (1) acre in surface area.
M
E
i
xist
ng wetland
F Restore/clean-up non-jurisdictional floodplain areas by removing non-native vegetation
N

as feasible. Create adjacent marsh area as shown in non-jurisdictional floodplain area storm
f
m,
hydrologically connected to Reddicks Creek. uture club and
7d c.
G Buffers between golf course and Reddicks Creek to be provided in non-jurisdictional O Plans and Constri
floodplain as indicated.
P Temporary constr
H Sedgefield Sanitary Sewer Plan( to be removed and the tlischargc effluent conveyed to ground over chan
a municipal treatment facility. -be provided to pr
construction, the
Sanitary sewer lines and other underground utilities to be located outside of wetland
where possible:
• Crossings to be as perpendicular as possible.
• Clearing to be as minimal as possible.
• Revegetate clearings with appropriate native vegetation.

16
• Other conditions as dictated by permit.

19GEFIELD PROJECT
G \IIA/n ? w
I&
- f FJI,
MAC
17
NWP #14- _ - - --- --
4 S FILLED CHANNEL ±300 SF
FILLED WETLAND -+-2200 SF
7 F NWP #14
FILLED CHANNEL ±300 SF
FILLED WETLAND ±1700 SF
IWP #33*
\NK TO BANK CROSSNlG
LLED CHANNELS ? % SF
WP
:D C
:D WI
18
P+?
ASP /
,
i
NWP #18* I

i
i
r
t , LEGEND
I ?' I
Q
IMPACT LETTER
FOR NWP#14&26
TEMPORARY CONSTRUCTION ACCESS CROSSING
GOLF CART BRIDGE CROSSING
TEMP. CONSTRUCTION ACCESS 3 GOLF CART BRIDGE CROSSING
STORM SEWER OUTFALLS
PHASE 11
WETLANDS PERMITTING SCHEDULE - PHASE I
Tidal Area Total
NWP DESCRIPTION Drained
Impacted Filled
NWP #14 HI Mattttcn:tnce of EXisling Structure. N/A --- ...
kN.O. DOT ) 46 Surveying NIA --- ---
h7 Ouilall Structures N/A --- ---
a #12 Utility Lines N/A --- ---
alt Bank Siabilizalion N/A --- ---
M 14 Road Crossings
Channels .115 AC .05 AC ...
• Wolands .1'1 AC .19 AC . .
u19 Minor Discharge .ill AC .01 AC
( INCLUDES SEDGEFIELD
RACQUETISWIM CLUB )
Flailed Exta, tcd
1126 Ilendwaters .@ Isolated -
-.__••----._.....----'---.._._.__...__...._..,.__.__..,...?_...:C^htnneFx-:?_..._......___.........__,..--:68AG....._e.....p?•......_:sj ..s,.::afrAC'• -- _'
DOT) Wetlands 4 .23 AC 1.15 AC --- .61 AC .57 AC
' SF #13 Tcutporatry C'onsirucbun Access
Clcuncls 02 AC .02 AC -•• --• ...
• Wetlands ... ... .-- --•
Toed channels .75 AC .42 AC .187 AC .16 AC
19
1? HUL # ' r
a t t Temlx+rary Construcuon Access
Channels 02 AC .02 AC --- --- --•
P'clhmds ---
Total Clcumcls .75 AC A2 AC .18 AC .16 AC
Necd:mds 4.42 AC 3.2.1 AC o i AC .57AC
Future Pemilting (scc General Note 1)
Note: Fill in temporary construction access nlclu(jes col u.
WETLANDS PERMITTING PLAN
:s to be saved and incorporated into the plan where feasible
ximen trees).
ings such as storm drainage, sanitary sewer, roads.
,ss, and golf fairway to be combined into the same cleared
zed according to approved plans and specifications prior to
dental damage to wetlands. Contractor to be held
I wetland damage not permitted according to plans and
ion meetings shall be held with representatives of the
N.C. Department of Environmental Management.
be used as the major road crossing in the plan.
plan shall be provided at time of development for the
!enter.
meet or exceed permit conditions
'ss crossings shall be made from high ground to high
do not have adjacent wetlands. Temporary culverts will
ing natural drainage. Immediately after completing
I be restored to its natural vegetation.
l?
DATE APRIL 6, 1992
PROJECT NC 91599-3
REVISIONS
MAY 22, 1992 PHASE I
APRIL 15.1994 PHASE II
"0' Ear Gov e.rc .--04 '•: 2E233 '04333-:325
- 'a6 -'.- 5nee: cue.- a ? s ::311 'C3'Sac.--E4
SCALE. 1'=300' ..- -!Mbc-q 5-e: Sale ? 634 E':C
0' 200' 400' 600' T 1 1rn?
0 Landscape UArchitecture 'I Land Planning
Urban Design
NORTH
SHEET NO 3
OF 3
20
SEDGEFIELD PROJECT
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WATERSHED CONTROL DATA

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,} - 7•M 1 _ ?? D ! . .n RE - Erl'L"os (^°) _ imAL lea.9 Al 1 s9 AC. se oe Ac.
AAGG ? \
RETENTION POND /i6 A i? -- 1 D Y s \ = 2.z IMPERVOUS
/ )'' 1 \/ JF ?? ?.,,- ?_- / // / ?? r ` /- '•,
DRAINAGE AREA = 3.31, AC.
IMPERVIOUS AREAA a 1.!D C..
REWIRED VOLU9EC 1 C 1L / .s. ??? ,? / ?' / ?-Ft2/
tl. ESID NTIAL 1
REQUITED SURFACE A - FF0 /tC. TI / d \/ b
! ! _ GOLF COURSC I A I /.. 1. IT
3 f 1/ f? ' .. -? ( ou .? t !• CF'• / • (/ \1.Aru?T?-?-\ ?? 1 IfI '? ' ` - I I-. ,? 1 _? ? ?/ /
11.6 AC 'MULTIFAMILY % \1 1\, / /F. t A'l 1
e II \ . ,S' \ i ?'f \\.. - 13:+4 AC I I I ?II,'??? • I /( 2 3 Ag
t ,? , J,, ?. IMKTIFAMILT
T1 1 y- 300LF 011 5 i
?• ! I 1 (' . / lam.
OFFICj% RCIAL
bLf EaURSE
f 10
97.4, ac
GOLF COUI / / / / (I 6 OfICE/COMMERCIAL
> J ^ _ may, . _ _ 1 ___ ?,'"°? / , ( /f' t?`.-•n.
1 MULTIFAMILY
wcrtANDS(IxP2 f\
_ 36.5 AC 1S 0 AC
1 F MULFIFAMIL'Y 1 / i. C -- 1 r
OFFICE/COMMERCIAL O J- 7?9 ALERCIAC'

RETeNj10?1 PONb
d i :
,
DRAINAGE AREA 32
3 A A3
. Ac.- .
kf'IC):/COMMERC` ( ?
.
`
p
.
I IMPERV16 3 AREA = 7.! C `
• ,
'
'
REOUIREO VOLUME = 73,73! CF; `?, ) 1 -
26.1 AC
OAVry ` - OFM ICE COMMERCIAL
GENERAL INFORMATION:
.. )
..
.
n
1. 168.9 ACRES T.F. PARCEL
DEVE
OPER I
T
2
CORP
R '
-
gv
.
L
T
OR/.
W
FOUR StASOIS TOWN CENTER
400
GREEN
SBOROO. . N. C . 27407 ._ ... 1

- ... .... '.,,

-,- /
.
(919) 299 92W
3. SEWAGE INSPOSA S-L BE BY PUBLC SEWER 11 THE GWERNNENT OFFICE -H3 H)RISOICTION FOR WATERSHED PROTECTION
l. 119E Of ROApwAY$: CURB Av0 GUnER
IS SLOPE B
tOx
D WEIR ASSIGNS "Ll. NAVE RIGHT OF ACCESS TO ALL PERMANENT
BETENFEN PWDS FOR INSPECTIONS AND MAMT
M
-
- '

F

~
E9lJ)
B. lox OF NANO UNNSTURBED EN
ICE ENFORCEMENT.
12. N PROPERTY OWNER FILL BE RESPONSIBLE FOR --.IN. THE COMPLETED WATERSHED CONTROL PLAN r-JDO'
98.31 ACRES OF NATURAL GRWNO C0.'CR.
251 NATURAL OR SiABIU}MG VEGCTAIOM RE ENT BETENTON PONDS AS DIRECTED BY THE GOVEBNWNTAL OFFICE -MG
NRISpCION FOR WATERSHED PROTECTION. NOV. 1993

ALONG OBAIO
WAYS.
IJ. THE PERMANENT
N
RETE
PONDS F41L HAVE FULL DESIGN 5OLIIME _ B
FL
•T. THIDISTANCES IS FOR R MASTER AIS 0 PLAN M WATERSHED USE ONLY,

e.
5 7
0
T I
vAU ANNBUE
D D/OR PROINNER P BOB 10 A TO n ANY RUT EC CERTION F FOR OF OCCUPANCY FOR
5ME UT RECO THE SIX. THIS MAY

EDGEFIELD PROJECT (EAST)

RRW
ALL ND
SUBMIT TER PEN.
Al L LIE DEUCEENT SNAIL
I
M REWIRE
CLEANIOUT
A DISPOSAL OF SEDIMENT Of FROM THE POND.
ILfptD COUNTY Ngi1N CAROLIN
F91371WE.OWG
R TIONS

ACCOR a CRpTH COVTR TRW
GNW9 RITH DETAILED D DESXSN
EROSION
AND
NED DEVICES DAKE WITH iN THIS PLAN :A"
EN
EETING ITS S
I SE CNOV LISTED SURFACE 1 ML THAT SECTION'S
WATER511CD HRONA
AN REWIRE 1NE SITE LTE 7SU 10 COMPLY MTH ME E --ED

?
FT' I
NON
9
SON. .
RECkLENSURG
10. RUNOFF OEIENION IN EXCESS OF MINIMUM REOUREMEHTS CT
ORdU E N m EFFECT AT l AT TIME.
15. THE
US[ OF ME WATER OVAl1Y PON05 SHALL
BE VU EXECUTION
a RO
CONTROL
RUNOFF RU EROSON MUST T PASS INOINRU DI PERMANENT . SoNFNI x DA DETENTION IMPERVIOUS
AND/OR SURFACE R[IENtON PWp(S).
PASS .
W A RECORDABLE POND MAINTENANCE ACREEMENI.
i EAST BOl?ll[vNttapS CHARUDTIE
NC te}OJ ?
?
, n
_ y
WATERSHED CONTROL DATA
Z TOTAL
PARCEL ACREAGE 31 IMPERVIOUS WPER'AOUS
YUN
- U TI / f P-I 11.3 M. SSx 3.23
M.
P-J 6.0 M. 33% o M.
0 2.3 M. 33. 0.76 M.
c 50%
Ac 60x _ 1.5 M;
5A Kwx -3 T 50 M. 60x 3.0 M.
'v 1 - I
Is- 507 M. box 342 M.
MULTI- 0-1 / X 6.6 AC. W% 3.1 AC.
-9 . 7.3 AC._ sox 11 "
r ? .. ,.w, \ 2 / I i I 51D L / ' ( Z 67.0 AC - I .9 M. JSx 23 AC... .
21.0 AC /
VAcm
ICINIjy_f GO / I 2 ?l I > >=.z AMC. sax }? '-
MIL 3? 0-1 I' 2 M. SJx J) M.
y , j D_2 1 5 M. JJx 3 M.
?.-/ JIII 0-J 6.6 AC 33x 2.2 2 M.
• I 0-A AS AC. SJx ;.µ M.
GOLF COURSE TA] 6 AC. Ix M.
TOTAL 305.5 AC. 13.15 AC. -
MULTIFAMRr
\'J'' 6 AC .(? COLE COURSE I GENERAL INFORMATION:
7 / (.. ?, f + VV? - ` MULTIFAMILY J 1. M5.50 ACRES TOTAL PARCEL
OMLOPER: KOURV CORPORATION
CENTER
2i.
GOLF C 400 FOUR S1ASO C NS OxN
GREEN SORO. 22.9 AC (919) 299-92M
J. SEWAGE DISPOSAL SNAIL RE BY PUBLIC SEWER
TYPE OF ROADWAY- CURB AND GUTTER
5 SLOP -10%
6. 20% OF6 LAND UNOSTURBED
ON #1' $ Lt(BE !?? ?? T, / 2sx Ix AT
EASi °oR sT:sR i a ovE
i z NETAiR
(( ))L? \. e P AD 0pA A,ONG OR.MNME WAY,
MD T DISTA E TO F OODWAY wD R
x l( \ * ? - H P TC ION OR \ f\ A
YULE
I - - F / B. THIS MAP IS FOR MASTER IAN WATERSHED USE OILv
S % \ I N P RC P 2 TNAT \ S \? - (J •u 10MOUAL SITE DEVELOPMENT SHALL SUBUT PERMIT
d I TIN ?HE ATERSHED as- 11 `'? ?r APPLCATONS WIN DETAILED DESIGN OF EROSION CONTROL
A OHo? / / ` UlT1EAMILY ( f C AND WATERSHED DE`TCES N ACCORDANCE WITH THIS PUN.
9 SOIL TYPE ENON MCCKIENBURG
51,6 AC\ ?Y? fL P nA4, ALONE ID THE GOVERNMENT OFFICE HAVING JUR 50 Ci ON FOR weTERSNEO PROTECTION
\ Wx ER NED. AND NNiNE R A SICNS WILL NAVE RIGHT OF ACCESS TO ALL PERMANENT WET
DETE PONDS FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT.
5,7 MULTI FA4I?T ( ` \ ? / p?z P _/?F \ !-) 1 I / A I T) I II TIE PRON OPERTY OWNER ILL BE RESPONSIBLE FOR MANTeNNG TIE COMPLETED
I t PERMANENT DETENTON POND AS DIRECTED By THE GOKRNMEN'AL OFFICE -10
T.S AC 1 ' I \ I JURISDICTION FOR wATERSiED PROTECTION
III _ ) \? SWIM,!'RA000 R.{E\/7i L'DEN?1j 1 {: I (I? I \.??, 12 CTION EXCEEDING ITS LISTED ERUiWS SURFACE x WILL WIO THAT SECTIONS
ARSHED APPRO- AND RED IRE THE SITE TO COMPLY WITH THE WATERSHED
CLUB `? i / - I 1 I IRO M EFFECT AT THAT TIME
/ /'] 1 /r I \ '"YES
J 13 E USE F iu FFSIE THAT T PERMANENT WATER Wµlh POND (NE OF P-1) SHALE BE
I PERMITTED M EXECUTION OF A RECORDABLE POND MMNTENAxLE AGRECUNi BETWEEN
OE RACOUn ! Swm CLUB (A-2) AND I'll owxIII (KOURY CORPORATON).
JL
?` { =rte ?? Y ILY
( ) ? _ ? 21 ??i \ \ I;4LS AC
jAM?IY.(6.1 A Y
' MUITIEAMIL
f COURSE / l J
% M?1 AMILY/ ILY( _? I AC -• -) ?- 1 % .? E9137
`)',6 4 ?J m vWATERSHED CONTROL PLAN I--JOo
Sm.
+ 'IDGEFIELD PROJECT (WEST) RAW
IGUILFOAD COUNTY NORTH CARaIN E9437Twx.0WG
WHEY DAVI 1-4" T_i`-
- E" w:R OT E. IC 26:03 1 1
.m.-- ao As B?ILE? R
Required Contact with U. S. Fish and Wildlife Service
United States Department of the Interior - -
FISH AND WILDLIFE SERVICE
l'N!
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
TO:"
x-00
INSTANT REPLY
Please excuse this form. We thought you would prefer a speedy reply to a
formal letter. This form serves to provide U.S. Fish and Wildlife Service
recommendations pursuant to. Section 7 of the Endangered Species Act, as
amended (16 U.S.C. 1531-1543).
Re:
Date of comi g Letter
Based on our records, there are no Federally-listed endangered or
threatened species which may occur within the project impact area.
The attached page(s) list(s) the Federally-listed species which
may occur within the project impact area.
If the proposed project will be removing pines greater than or ecual
to 30 years of age in pine or pine/hardwood habitat, surveys should
be conducted for active red-cockaded woodpecker cavity trees in
appropriate habitat within a 1/2 mile radius of project boundaries.
If red-cockaded woodpeckers are observed within the project area or
active cavity trees found, the project has the potential to adversely
affect the red-cockaded woodpecker, and you should contact this
office for further information.
Concur - Is not likely to adversely affect Federally-listed
endangered or threateded species.
Staffing limitations prevent us from conducting a field inspection
of the project site. Therefore, we are unable to provide you
with site specific recommendations at this time.
Questions regarding this form letter may be directed to the biologist who is
handling this project.
BiolagistJ __
CONCUR: 5 Z?
Endangered Spec' Dame .
Coordinator

Koury
Corporation
400 FOUR SEASONS TOWN CENTRE
GREENSBORO, NORTH CAROLINA 27407
PHONE-919/299-9200 FAX - 919/299-9923

vt1o
September 8, 1993
r T7.1"
G. Wayne Wright
Chief, Regulatory Branch
Department of the Army
Wilmington District, Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
SEP 1 3 1993
WETLA1?1 D vIE61?- P
Re: Reply to Wetland Permit - Action ID 199202850 and Nationwide
Permit No. 26.
Dear Mr. Wright:
I first want to thank you and your staff for promptly processing
our wetland request of July 28, 1993 for the Sedgefield Racquet and
Swim Club. This reply concerns the definition of "single and
complete project" as described in your memo of August 30, 1993;
page 2; paragraph 5. My understanding is this racquet and swim
project is not part of the Sedgefield Wetland Permit of September
1, 1992 that authorizes 4.44 acres of impact to waters and wetlands
of Reddicks Creek.
As you know, Koury Corporation owns approximately 740.4 acres (East
Tract) bounded by Reddicks Creek, I-85, and Groometown Road. The
initial 4.44 acres of impact falls within the limits of this site.
East Tract Development is proceeding independently while plans are
still being developed for the West Tract.
Koury Corporation also owns approximately 414.6 acres (West Tract)
bounded by High Point Road, Vickery Chapel Road, and Trailwood Lane
upon which the racquet and swim club is located. At this time, the
two tracts are not contiguous; and while the East Tract is master
planned and zoned, the West Tract does not have a final plan. For
this reason, a complete wetland application was not prepared
because the environmental impacts are not known as yet, and a
partial request was submitted to allow the relocation and
development of the racquet and swim club. Preliminary concepts
propose a residential/golf community located south of the existing
"Sedgefield Section Eleven Subdivision"; and phase one includes the
FOUR SEASONS TOWN CENTRE • CONVENTION CENTER AND HOTEL • CORPORATE OFFICES • REGIONAL IVIALL
Wright
September 8, 1993
Page Two
construction of a new racquet and swim club. Moreover, the West
Tract will be an independent and totally separate project with its
own unique environmental impacts and mitigation measures, and
therefore, should be considered a "single and complete project"
apart from the East Tract Development.
I have enclosed a site map indicating the extent of Koury
Corporations ownership and a copy of the Unified Development Plan
describing both projects for your clarification.
In closing, I look forward to discussing this matter in more detail
with you, and thank you again for the cooperation and consideration
you all have already shown Koury Corporation.
Sincerely,
Robert C. Clay CIM
Z-'C(?
Vice President
Residential Properties
cc: Mr. John Thomas
Mr. John Parker
Mr. John Dorney
Mr. Ed Schweitzer
Sedgefield Project
Unified Development Plan
PD-M
The Sedgefield Project totals approximately 1,155 acres and is comprised of two individual,
distinct development areas shown on the Sketch Plan and the Unified Development Plan as the
East (approximately 740 acres) and West (approximately 415 acres) tracts. The tracts are
generally bordered by Rockingham Road East and High Point Road on the North, Rose Lake
and Groometown Road on the East, Interstate 85 and Business 85 to the South and Millis and
Vickrey Chapel Roads to the West. They are geographically divided by Rockingham Road
South, Tarr Road and Trailwood Road.
As allowed by the PD-M (Planned Unit Development - Mixed) zoning category there is
tremendous diversity regarding the types of development within the two tracts. The
residential, commercial and office market demand must determine the order and style of the
build out as the projects' completion could span the next two decades.
The East tract will be developed around its central amenity which is an 18-hole championship
golf course. The course and 1090 single family attached and detached dwelling units will
occupy approximately 496 acres. Adjacent to the course, a development parcel containing 69
(±) acres will contain the clubhouse facility, a 400 room hotel (along with its amenities) and
a 172,000 square foot conference facility. Five additional office parcels, along the I-85
corridor and the new Wiley Davis Road alignment, totalling 151 (±) acres could be built out
w f bui11din floor area Approximately 40 acres contains four ho es,
of the West (second) golf course leading rom the club area to the West tract and returning.
The West tract is anticipated to be built around a championship 18-hole golf course. The
course (14 holes) and 470 single family attached and detached dwelling units occupy
approximately 265 acres. At the tract's Northern boundary along High Point Road, the
proposed Jamestown By-Pass and the proposed Stanford Road are two office parcels totalling
45 (±) acres that could contain 540,000 square feet at build-out. Additionally, a 55 (t) acre
parcel could contain 550,000 square feet of retail space which is located between the proposed
Jamestown By-Pass and Stanford Road. In the Southern-most portion of the tract, along Wiley
Davis Road, a 23 (t) acre parcel is zoned to accommodate a congregate care facility.
Immediately North of this parcel and along the proposed Stanford Road are three development
parcels totalling 17(±) acres which are zoned multi-family. These four parcels may total 460
units.
The Master Signage Plan shall be designed to be in compliance with Section 6-1.8 of the
Development Ordinance and submitted either prior to or along with the initial phase(s)
preliminary site plan. It is contemplated that each development parcel will have its own entry
signage which will be maintained by that parcel's Homeowner's Association. Master entry and
amenity signage shall be provided by the developer and maintained by the Master
Homeowner's Association. Street signage will either be purchased from and maintained by
the local jurisdiction and the North Carolina Department of Transportation or designed to
their standards and maintained by the Master Homeowner's Association. Landscaping
requirements shall be in compliance with Section 6-3 of the Development Ordinance and shall
be maintained by the Master Homeowner's Association.
Local watershed protection requirements will be met by the development and approval of
either a master stormwater management plan or the development of such a plan on a parcel
by parcel basis and will be presented for development approval subject to local watershed
protection requirements in effect at the time. Permanent water quality structures (i.e. ponds)
will be required to control stormwater run-off. Either the golf course developer (Owner), the
Homeowner's Association, or both, dependant upon the structure's location, will be responsible
for maintaining these devices in good working order. Future plats of the individual
development parcels will determine the number, location, and maintenance responsibilities of
the ponds required.
pat-5? ?t'
Ts ?s
Future documents that will be submitted for recordation will address the Master Homeowner's
Association, each development parcel's Homeowner's Association (when preliminary plat is
submitted) along with Covenants, Conditions and Restrictions (CC&R's) pertinent to each.
At submission of this document, the East tract is zoned for a maximum of 1090 single family
attached and detached units and the West tract for 470 single family attached and detached
units. Preliminary plats for each development parcel shall contain a "running" total summary
of past development parcels for tracking purposes. Open space requirements shall be delivered
in accordance with Sections 4-10.4(I) and 4-10.5(B)4a, iii and iv of the Development Ordinance.
Open space will also be contained in the "running" total summary mentioned above. Open
space shall be conveyed to the Master Homeowner's Association.
The following will replace the dimensional requirements shown in 4-4-.1(A), Table 4-4-1, 4-
4.2(A), 4-4.2(B), Table 4-4-3, Table 4-4-4 and 4-4.2(C) of the Development Ordinance. Any
dimensional or other requirement not addressed below shall be subject to requirements found
in the Development Ordinance, except for "yard space triangle" requirements in the RM
parcels.
A) Any parcel designated "RS" shall have minimum development dimensional requirement
according to the RS-5 standards shown in Table 1.
B) Any parcel designated "RM" shall have minimum development dimensional requirements
according to the appropriate RM category shown in Table 1.
C) Any preliminary plat submitted for single family detached lots in a "RAT" development
parcel shall have "nzininium" dimension requirements according to the RS-5A standards
shown in Table 1.
D) Any golf related buildings (maintenance, pump house, etc.) or any recreational facility
building shall not be located nearer than 10' from. any residential lot line which is
platted.
E) Additional Reouirements for Parcels Designated "RM"
1) A multi-family dwelling shall not be placed behind and on the same lot as a single-
family dwelling.
2) In order to permit adequate fire protection, all portions of every building shall be
located within three hundred (300) feet of a public street that furnishes direct access
to the property unless the Fire Marshall determines that the fire hydrants and service
drives within the development will offer adequate protection.
3) All common driveways within the development shall have approved traffic
circulation and shall be kept available for emergency and service use by any public
vehicle.
4) Off-street parking spaces shall be located within two hundred (200) feet of each
building in an amount proportional to the number of dwelling units in each building.
No parking area with five (5) or more spaces shall be located closer than ten (10) feet
to a dwelling wall with windows or doors.
5) All walkways within two (2) feet of and perpendicular to parking spaces shall have
a minimum width of five (5) feet. Any walkway serving only one dwelling unit
other than a handicapped unit, shall have a minimum width of three (3) feet. All
other walkways shall have a minimum width of four (4) feet. Walkways shall be of
dustless all-weather surfaces.
6) Open space requirements shall be met in accordance with the PD-M open space
requirements outlined previously in this document.
7) No building shall exceed two hundred and fifty (250) feet in length unless it is
designed for the elderly and has central facilities for dining and recreation.
8) Trash containers (dumpsters or compactors) of a number and size conforming with
the requirements of the Jurisdiction shall be provided. Each container shall be
located so as not to interfere with sight distance or the free movement of vehicles
on streets or access drives and so as to allow collector trucks adequate maneuvering
space to empty the containers without interference from utility lines or other
structures and to leave the property without excessive backing. Concrete pads shall
be located beneath and in the approach to each trash container.
All other development requirements not specifically mentioned n this document shall be
governed by the Development Ordinance. Those parcels identified as SC, GO-M or GO-H shall
be governed by dimensional and other requirements found in the Development Ordinance for
zoning districts of the same label.
Each "RS" and "RM" development parcel has been designated with an alphabetic letter or
alpha-numeric connotation and the office and retail development parcels with numbers. The
golf courses have been designated East Golf Corridor and West Golf Corridor. It is
contemplated that phasing will be as follows:
Phase East Development Parcel
1 East Golf Corridor, H1 and F
2
3 G
4 E
5 H21 I1
6 7
7 K1,L L B, 12, 31 I4, 59
21 J1, J2, M, 5, 6,
8, 9 and 10
West Development Parcel
P1 and P2
West Golf Corridor, N , N,, N31
O1, 02, 03, O41 P31 Q,, U, T,
S,R,Y,X,W, 1,2,3and4
Any reference to the "The Develop Ordinance" or specific Sections of the Development
Ordinance shall refer to the Guilford County Development Ordinance.
The Illustrative Master Plan for this development is recorded in PB , PG in the
Guilford County Register of Deeds.
KOURY CORPORATION
BY:
DATE:
STATE OF NORTH CAROLINA
COUNTY OF GUILFORD
a Notary Public of said County and State, do hereby
certify that personally came before me this day and acknowledged
the due execution of the foregoing document.
WITNESS my hand and notarial seal this day of ,
199
My Commission Expires:
NOTARY PUBLIC
Development Standards for Sedgefield Project
Table 1
RS-5 RS-S-A RM-12 GO-M RM-18 RM-26 GO-H
Min. Lot Size (ft. 2) 5,000 5,000 15,000* 15,000* 12,000* 9,000* 9,000*
Additional Lot Area
per Additional Unit 3,630 3,630 2,420 1,675 1,675
*First three units
Min. Lot Width (ft.)
Interior Lot 50 50 75 75 60 60 60
Corner Lot 70 70
Min. Street 30 30 50 50 50 50 50
Frontage (ft.)
Cul-de-sac or
flag pole lot 15 15
Min. Street Setback
Front Row (ft.)
Local,
Subcollector,
Collector - Front 20 10 25 25 25 25 25
Local, 15 15
Subcollector,
Collector - Side
Minor 35 35 35 35 35 35 35
Thoroughfare
Major 45 45 45 45 45 45 45
Thoroughfare
Min. Interior
Setbacks (ft.)
Side Yard 5 5 5 5 5 5 5
Side Yard -
Attached Adjacent
to Detached 15 15 15 20 20 20 20
Rear Yard 15 15 20 20 20 20 20
Max. Building Separation 20 20 20 20 20
Max. Building 50a 50a 50/80" 50/80b 50/8Ob _b _b
Height (ft.)
Max. Building
Coverage (% of lot);
including garage 45 60 60 60 60 60 60
a No more than three (3) full or partial stories entirely above grade.
b Increase all setbacks by one (1) foot for every one (1) foot in height between fifty (50) and
eighty (80) feet. No additional setback is required for buildings above eighty (80) feet in
height.
NOTES:
1) A corner lot has two street setbacks. The setback of lower setback category shall be
considered the side street. If both streets are of the same setback category, the property
owner shall designate the side street for his lot.
2) A through lot has two street setbacks but no rear setback.
3) On a corner lot of record, the side street setback may be reduced, if necessary, to yield
a buildable width equal to sixty (60%) percent of the lot width.
4) For any lot of record, the street setback and the rear setback may be reduced, if
necessary, to yield a buildable depth equal to sixty (60%) percent of the lot depth. The
rear setback shall be reduced first, but not below fifteen (15) feet.
5) "Attached" residential shall be defined as those single buildings with more than two (2)
units.

SEDGEFIELD PROJECT
EAST ROADWAY CLASSIFICATION
ROAD CLASSIFICATION DESIGN MIN. CENTER- MIN. PAVEMT. MIN.
SPEED LINE RADIUS LINE RADIUS ROW
WILEY DAVIS RD. COLLECTOR 40 MPH 756' 40' F - F 60'
EAST/WEST RD. SUB-COLLECTOR 30 MPH 440' 36' F - F 56'
NORTH/SOUTH RD. SUB-COLLECTOR 30 MPH 440'* 36' F - F 56'
TARR/ROBESON RD. LOCAL RESIDENT 25 MPH 3001* 26' F - F 50'
*(No Super-elevation)
NOTE: ALL OTHER RESIDENTIAL STREETS TO BE DESIGNED TO
"LOCAL/ CUL-DE- SAC" (NC DOT) STANDARD WITH 25 MPH
DESIGN SPEED; 150-FT MINIMUM CENTER-LINE RADIUS;
24-FT F - F PAVEMENT SURFACE; 2ND 2 50-FT MINIMUM
RIGHT-OF-WAY. CUL-DE-SAC LENGTH WILL BE DETERMINED
ACCORDING TO TOPOGRAPHIC FEATURES AND OTHER
EXTENUATING PHYSICAL CONDITIONS, HOWEVER, IT WILL BE
SUBJECT TO THE REVIEW OF THE T.R.C.
SEDGEFIELD
WEST-SIDE ROADWAY CLASSIFICATION
ROAD CLASSIFICATION DESIGN MIN. CENTER- MIN. PAVEMT. MIN.
SPEED LINE RADIUS LINE RADIUS ROW
TARR/ROBESON RD. LOCAL RESIDENTIAL 25MPH
300' 26' F - F 50'
NOTE: ALL OTHER RESIDENTIAL STREETS TO BE DESIGNED TO
"LOCAL/CUL-DE-SAC' (NC DOT) STANDARD WITH 25 MPH
DESIGN SPEED; 150-FT MINIMUM CENTER-LINE RADIUS;
24-FT F - F PAVEMENT SURFACE; 2ND 2 50-FT MINIMUM
RIGHT-OF-WAY. CUL-DE-SAC LENGTH WILL BE DETERMINED
ACCORDING TO TOPOGRAPHIC FEATURES AND OTHER
EXTENUATING PHYSICAL CONDITIONS, HOWEVER, IT WILL BE
SUBJECT TO THE REVIEW OF THE T.R.C.
Sedgefteld Project
KOURY CORPORATION t, -? \? - _ 1 , ( Y-» '?- `,` \ ?• / /` ?..? '? ` c,?yy?t- Area Transportation Plan a - I I' - , • y
?- T-???J '^` _ r ` '! ` ?I ?iF Gam:.' i' i \ •?< ? r ? \ ? j ? i ? ` ? ' i
IL{Yl(??(.'SI 1 TYIC. ? • L ? r_?. --.?. 7 • -i ? \ 1- •L`:? ?' i i ? ? ,i
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State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Training and Certification Unit
Wetlands and Technical Review Group
FAX # [phone]
TELECOPY TO: j O F)
LFAX NUMBER: 9/0- 9 .9 w - 7O D S
FROM: l O /r/ C L PHONE: 733- ns6
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LANs DESIGN CL i . N. C . I EL NO. (U4JJ_>.5 24b
. LANDDESIGN, INC.
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1701 East Boulevard P.O. Box 11938 Charlotte. NC 28220-1 93 8 Offices in Alexandria. VA & Ralcight, NC
LAND DESIGN CLT. N . C . I EL Nu ..'046626246 Hp r 4,Y4 12 = 14 Nu. UUK N . U2
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AREA CODE NUMBER EXTENSION

Message

Signed
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
N.C. Dept. of Environment, Health, and Natural Resources
??(? Printed on Recycled Paper

Project name
County
Name of evalua

w +'-
Wetland type (select one) 3---Other
• ? Swamp forest ? Shoreline •
? Bottomland hardwood forest ? Brackish marsh
• ? Carolina bay ? Freshwater marsh
• ? Pocosin ? Bog/Fen •
? Pine savannah ? Ephemeral wetiand
• ? Wet flat °
The rating system cannot be applied to salt marshes.
.••.•••..••••••...•..•.•.sum••••••••• °••••.••••••••••• °.•.
Water storage A
Bank/Shoreline stabilization x 4.00 = ?'q •
Pollutant removal t
..................... •
.
Hydrologically connected ? Hydrologically isolated
H AR 17
'94 j 0-05
A FKA
KOURY CORORWIOH 9192999923
COf2P
P.2/2
400 FOUR SEASONS TOWN CENTRE
GREENSBORO
NORTH CAROLINA
27407
910 299 9200
Tax 910 299 7190
March 17, 1994
Mr. John Dorney
'dater Quality Planning
NC Department of Environmental Management
Raleigh, N. C. 27626-0535
Dear ,john:
We appreciate your time in our combined effort to provide sensible
development while protecting our natural resources. Yesterdays field visit
was enlightening and I feel we identified several opportunities to enhance
the environment. We look forward to the opporutnity to complete the
review of our proposed areas for mitigation.
After your departure yesterday, I began thinking about the various issues
raised during discussions on the dual use of the pond on the second fairway.
The current storm water regulations seem, to me, to have been designed to
minimize the pollution effects of the first rush of surface runoff, by trapping
or detaining them in a vessel. The water quality issue is thereby raised
when wildlife in that containment area are damaged as a result of the
buildup of contaminants. The questions I pose are whether, as in this case,
the constant dilution of the containment waters with artesian well water
permits wildlife not found in standard storm water devices: the use of the
water for irrigation filters the storm water over a wide area of turfgrass,
further protecting the wetlands below the vessel; and the resulting
improvements of this concept is sufficient in merit to warrant further
consideration?
I look forward to hearing from you at your earliest conveniencet Many
thanks for your assistance!
Respectfully,
ohn H. Musto
Director of Development
CORPOf:ATE OFFICES REC71ONAL MALL CONVEN'r10N HO'rELS RESIDENTIAL COMMUNITIES
P1HR 17 '94 09:04 KOURY CORORHTION 919999923
Kout-V
Corporation
400 FOUR SEASONS TOWN CENTRE
GREENSBORO. NORTH CAROLINA 27407
PHONE - 910/299-9200 FAX-910/299-9923
FAX TRANSMITTAL. FORM
P. 112
TO: NAME: PL, --N)P'Nr 1 -- --
FIRM/LOCATION: IU 6 -?) %/?'
FAX NUMBER: q j q - 17 3 3 - 33?
NUMBER OF PACES (Including Cover Sheet): 2
FROM:

DATE: TIME:
If you do not receive all the pages, or if you have any problems with the transmission,
please call [phone] and ask for
COMMENTS:
FOUR SEASONS TOWN CENTRE • CONVENTION CENTER AND HOTEL • CORPORATE OFFICES - REGIONALMau
MEMO
DATE
TO
SUBJECT:

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From:
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North Carolina Department of Environment,
Health, and Natural Resources @? Printed on Recycled Paper
TO
WILLJS H. 191
North Carolina Department of
Environment, Health, and Natural
Resources
Division of Environmental Management
Water Quality Section
Winston-Salem Regional Office
FAX
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FROM:
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# of pages Z FAX #
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0 John H. Musto
CORP
DIRECTOR
LAND DEVELOPMENT
910 299 9200 x 1 75
fax [phone]
400 FOUR SEASONS TOWN CENTRE
GREENSBORO
NORTH CAROLINA
27407
Lave Dets1V
Landscape Architecture Land Planning
Edward M. Schweitzer
1701 East Boulevard Charlotte, NC 28203
704 333 0325
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Dick Franks
VICE PRESIDENT, CONSTRUCTION
910 299 9200 x 129
fax [phone]
400 FOUR SEASONS TOWN CENTRE
GREENSBORO
NORTH CAROLINA
27407
MA`.'-2E-1994 08:52 FROM TO LJTLDS P.01
North Carolina Department of
Environment, Health, and Natural
Resources
Division of Environmental Management
Water Quality Section
Winston-Salem Regional Office
FAX

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