20080835 Ver 1_401 Application_20080508

AMACTEC
engineering and constructing a better tomorrow
May 15, 2008
NC Department of Environment and Natural Resources
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
08 0835
Subject: Pre-Construction Notification - Nationwide Permit 39 U ?';"J ,
Corresponding Water Quality Certification `?
Zone 8 School Site
Winston-Salem/Forsyth County Schools MAY t b t 00)8
Forsyth County, North Carolina
MACTEC Project 6262-08-1463-2 IDs AND w, STORMTORM uHWATE ER
WETi}?NDS A BRANCH
To Whom It May Concern:
MACTEC Engineering and Consulting, Inc. (MACTEC) is providing environmental support services to
Winston-Salem/Forsyth County Schools for the construction of the Zone 8 school site. MACTEC is
submitting a Pre-Construction Notification (PCN) application to the U.S. Army Corps of Engineers
(USACE) for their review. The issuance of USACE Nationwide Permit 39 will be required for the
authorization of proposed impacts to 0.49 acre of waters of the U.S. on the subject site. MACTEC is
herein providing the PCN application to the DWQ 401/Wetlands Unit for review under corresponding
Water Quality Certification Number 3705. Attached is the completed PCN application form, as signed by
the permit applicant. The application exhibits include: figures and drawings (topographic map, soils map,
jurisdictional wetland/stream survey, and site development plan with proposed impact area and mitigation
area); groundlevel photographs of wetlands and streams; completed USACE wetland data forms;
completed Division of Water Quality (DWQ) stream identification forms, and the USACE Notification of
Jurisdictional Determination (issued April 22, 2008). A check for the amount of $200, as made out to
`North Carolina Division of Water Quality' accompanies this PCN application package. Please contact
James Cutler at MACTEC (336-451-6490) should you require additional information to facilitate your
review.
Sincerely,
MACTEC ENGINEERING AND CONSULTING, INC.
??. Cur
James D. Cutler, PWS
Senior Scientist
Attachments
by with permission.'
Richard G. Harmon, PWS
Principal Natural Resource Scientist

MACTEC Engineering and Consulting, Inc.
7347 West Friendly Avenue, Suite E 0 Greensboro, NC 27410 0 Phone: [phone] • Fax: [phone] www.mactec.com

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 8 0 8 3 5
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: U.S. Army Corps of
Eneineers (USACE) Nationwide Permit (NWP) Number 39 (Commercial and Institutional
Developments) and North Carolina Department of Environment and Natural Resources
(DENR), Division of Water Quality (DWQ) General Certification (Water Quality
Certification) Number 3705.
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information MAY ???$
Name: Winston-Salem/Forsyth County Board of Education
Contact: Mr. Ellis M. Tusing ;,t_ . tk QUAUTv
Mailing Address: 1605 Miller Street WETLANDS AND TUKMYYA1?--
Winston-Salem North Carolina 27103
Telephone Number: [phone], ext. 34914 Fax Number: [phone]
E-mail Address: emtusing(a wsfcs.kl2.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: James D. Cutler
Company Affiliation: MACTEC Engineering & Consulting, Inc.
Mailing Address: 7347 West Friendly Avenue, Greensboro, NC 27410
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jdcutler(a,mactec.com
Updated 11/1/2005
Page 5 of 14

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Zone 8 School Sites
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 6812-35-6019 (encompasses western one-third
portion of project site) and 6812-44-5795 (encompasses central portion and eastern one-third
portion of project site).
4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The subject site is located
along the western side of Ebert Road in southern Forsyth County, North Carolina. The site
can be reached from the vicinity of Winston-Salem by the following route: (1) From the east,
travel on Interstate 40 through Winston-Salem; (2) on the west side of Winston-Salem, exit
onto Silas Creek Parkway (Exit 193C); (3) At end of exit ramp (stop light), turn left (west)
onto Silas Creek Parkway and proceed for approximately two (2) miles to the intersection of
Silas Creek Parkway and Ebert Road; (4) Turn left (south) onto Ebert Road and proceed
qpproximately four (4) miles to pass Fraternity Church Road (side road and (5) After
passing Fraternity Church Road, proceed approximately one-half mile on Ebert Road to the
project site, which extends along the west side of Ebert Road. The project site can be
accessed by the gravel road entrance to the South Fork Pumping Station facility, which abuts
the southern border of the project site.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0087 ON -80.3059 °W
6. Property size (acres): 53.97
Updated 11/1/2005
Page 6 of 14
7. Name of nearest receiving body of water: South Fork Muddy Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site is bounded by Ebert Road on the east,
agricultural lands, including fallow cropland and improved pasture (dairy farm), on the north
and west, and the South Fork Pumping Station and South Fork Muddy Creek on the south.
Vegetative communities and surface waters on the project site include remnant mixed pine-
hardwood upland forest, remnant upland hardwood forest, shrub and brushland, herbaceous
wetlands, and multiple stream features. Values of elevation on the project site range from
approximately 700 to 780 feet mean sea level. Surface water runoff generally is to the south
to South Fork Muddy Creek.
10. Describe the overall project in detail, including the type of equipment to be used: The Zone 8
School Sites project involves the construction of a State of North Carolina-operated (public)
middle school and elementary school. The project site will consist of one large building for
the middle school and one large building for the elementary school. Each building will house
the student classrooms, cafeteria, gymnasium, administrative offices, restrooms, and other
school-related occupied spaces. Parking lots will be constructed adjacent to each school
building. A driveway network will provide ingress/egress to each school campus for faculty
and school buses. Grassed/landscaped areas will be situated throughout each campus.
Various athletic fields/facilities are also planned for this project, including playfield/walking
track, baseball field, practice field, and track. The project will also involve filling
approximately 21,771 square feet, or 0.49 acre, of a 2.72-acre jurisdictional herbaceous
wetland (wet-weather depression) for construction of an athletic field area. No dredge or fill
impacts are proposed for four jurisdictional (intermittent and perennial) stream channel
segments that occur within the project boundaries. Heavy construction equipment including
track excavators, bulldozers, pans, rubber tired tractors, paving machines and dump trucks
are anticipated for the proposed construction activities. Coordination with the prime
contractor regarding implementation of construction methodologies that further minimize
permitted impacts to jurisdictional wetlands will be evaluated where feasible. The boundary
of the 0.49-acre wetland impact area will also be field staked from survey data before work
within the impact area is initiated.
11. Explain the purpose of the proposed work: This project involves the construction of a State
of North Carolina-operated (public) middle school and elementary school in southern Forsyth
County. The facilities (each school campus) will be designed to provide educational
classes/learning opportunities for middle and elementary school students in southern Forsyth
County. Approximately 1,600 students and 150 faculty/administrative/support staff are
expected to attend and work, respectively, at the middle and elementary school locations.
County transportation for students to attend the middle school or the elementary school will
be provided by bus. Athletic fields/facilities will be provided to meet the physical education
needs of the students.
Updated 11/1/2005
Page 7 of 14
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A USACE site inspection was conducted by Mr. John Thomas of the
Raleigh regulatory field office on March 5, 2008. The USACE Raleigh regulatory field office
issued the binding Notification of Jurisdictional Determination on April 22, 2008. The USACE
Action ID Number for this project is 200801372.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Site grading and construction of an
athletic field area will result in permanent impacts to approximately 21,771 square feet or
0.49 acre, of a 2.72-acre jurisdictional herbaceous wetland (Wetland No. 1). No dredge or
fill impacts are proposed for four jurisdictional (intermittent and perennial) stream channel
segments that occur within the project boundaries.
Updated 11/1/2005
Page 8 of 14
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no (linear feet)
Wetland No. 1 Fill Herbaceous (farmed) Yes Abutting 0.49

Total Wetland Impact (acres) 0.49
3. List the total acreage (estimated) of all existing wetlands on the property: 2.72 (W#1)
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial Intermittent?
? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
N/A

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
Updated 11/1/2005
Page 9 of 14
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0.49
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.49
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Two stormwater management ponds (Basin No. 1 and Basin No. 2) will be created for this
prof ect.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Construction of berm.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): DENR DWQ requirement to address Pocket of High
Density.
Current land use in the vicinity of the pond: Cropland.
Size of watershed draining to pond: Basin No. 1 = 10 acres; Basin No. 2 = 21 acres
Expected pond surface area: Basin No. 1 = 9,670 square feet; Basin No. 2 = 20,473
sauare feet
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The project will involve
permanently filling approximately 21,771 square feet, or 0.49 acre, of a 2.72-acre iurisdictional
herbaceous wetland (Wetland No. 1) for the construction of an athletic field area. Wetland No. 1
occurs within an agricultural setting. The wetland and the surrounding farm land (uplands) have
been recently managed for the production of corn (row crops) Historic agricultural use of these
lands may have included cattle grazing of the improved pasture (dairy f). The functions and
Updated 11/1/2005
Page 10 of 14
values of Wetland No. 1 are presumed to be less than the same functions and values of natural
herbaceous wetlands in the region that are not impacted by agricultural land use practices. A re-
configuration of the athletic fields in the southwestern portion of the project site was completed
to reduce the impact to Wetland No. 1. Complete avoidance of the on-site jurisdictional
wetlands was not possible, however, and approximately 0.49 acre of Wetland No. 1 must be
filled to complete the project. No dredge or fill impacts are proposed for four Jurisdictional
(intermittent and perennial) stream channel segments that occur within the project boundaries.
Sediment/erosion control best management measures were incorporated into the design of the
proposed school sites. Finally, the boundary of the 0.49-acre wetland impact area will be field
staked from survey data before work within the impact area is initiated.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Based on preliminary discussions with Mr. John Thomas of the USACE during the March 5
2008 on-site inspection, wetland preservation is presumed to be a viable option to satisfy all
compensatory mitigation requirements for this project In-kind wetland preservation would
Updated 11 / 1 /2005
Page I 1 of 14
be provided on-site through the placement of 2.22 acres of un-impacted Wetland No. 1 area
under a Deed of Conservation Easement. The Deed of Conservation Easement or other
protective device would be issued to the USACE DWQ or other entity as agreed to by the
USACE and/or the DWQ. A mitigation ratio of 4.5:1 was utilized for this project as the
current functions and values of Wetland No. 1, which has been significantly impacted by
agricultural land use practices, would not warrant the use of a 10:1 ratio for wetland
preservation for this project.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are willing to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Updated 11/1/2005
Page 12 of 14
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Existing impervious surface on the site is
approximately 0.00%. Proposed impervious surface on the site is approximately 24.00%. The
Erosion, Sediment and Stormwater Control Plan (ESSCP) was submitted to the Land Quality
Section of DENR on April 29, 2008. A Post-Construction Stormwater plan was submitted to the
DENR Division of Water Quality on April 30, 2008. This plan describes the BMPs related to
stormwater management.
Updated 11/1/2005
Page 13 of 14
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All discharge will be disposed of into the existing public outfall owned and operated by the
Winston-Salem/Forsyth County Utility Commission.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
proposed project is not expected to result in additional development which could impact
downstream water quality.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Agent's Signatures Date
is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 14 of 14
ZONE 8 SCHOOL SITE
GRAPHIC EXHIBITS
SITE LOCATION MAP/USGS TOPOGRAPHIC MAP
AERIAL PHOTOGRAPH/NRCS SOILS MAP
USACE JURISDICTIONAL DETERMINATION - SURVEY OF WETLAND AREAS
AND STREAM CHANNELS
SITE DEVELOPMENT PLAN - PROPOSED WETLAND IMPACTS
SITE DEVELOPMENT PLAN - PROPOSED WETLAND PRESERVATION AREA
MACTEC
LEGEND
I!V(iIV IiFRIN(i AND( ON tiHL7lNG. IVC.
SUBJECT SITE GRUNSBORO. NORTH CAROLINA
VICINITY MAP
ZONE 8 SCHOOL SITE
FORSYTH COUNTY, NORTH CAROLINA
DRAWN BY E.R.J. DA I E: FEBRUARY 2003
1:NG CI I ECK PROJECT NO. 6262-09-1463
SOURCE: TOPOZONE. 3003. WINSTON-SALEM WEST (NU) QUADRANGLE APPROVAL T?G FIGURE I

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Apt3 Hppung Panay Loam, -1 to o rercent dopes
ApC Appling Sandy Loam, to 10 Percent Slopes
Ch Chewacla Loam
LwE Louisburg-W cdowee Complex, 15 to 25 Percent Slopes
PaC Pacolet Fine Sandy Loam, 6 to 10 Percent Slopes
W dD Wedowee Sandy Loam, 10 to 15 Percent Slopes
W eC Wedowee-Louisburg Complex, 6 to 10 Percent Slopes
W eD Wedowee-Louisburg Complex, 10 to 15 Percent Slopes
W h W ehadkee Soils
W W ater
SCALE: V= 436'
SOURCE: NR( 'S WEB SOIL SURVEY. 2008
MACTEC
ENGINFF.RING AND CONSULTING, IN(.
(iREGNSBORO. NORTH CAROLINA
NRCS SOILS
ZONE 8 SCHOOL SITE
FORSYTH COUNTY, NORTH CAROLINA
DRAWN BY E.R.J. DA IE: FEBRUARY '00R
FNG ('IIFCK PROJECT NO. 6263-08-1463
APPROVAL ?? FIGURE 3
Forsyth County, North Carolina
I, W. Max Brady, Jr., certify that this map was drawn under my supervision
from an actual survey made under my supervision; that the ratio of
precision as calculated by latitudes and departures is 1120,000; that the
boundaries not surveyed are shown as broken lines; that this map does not
conform to GS 47-30 as amended; that North Carolina Grid Coordinates
shown hereon were derived from an actual GPS survey made under my
supervision; that this GPS survey was performed in accordance to Class C
FGCC specifications and that I used Static GPS field procedures; that
coordinates were obtained by Least Squares adjustment; that this survey
was performed using three Topcon DX1 receivers and all coordinates are
based on NAD83.
Now or Formerly
(ODD
Aileen Miller
Deed Book 859, Page 113
Plat Book 10, Page 37
Tax Block 3886
Sheet
Wtness my hand and s a/ this 24th day of March, 2008 Ar
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??C A R0? ?''•.
Professional Land Su e ES$?n
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S
L-2578
SEAL '7

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24
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cr)

Notes: Now or Formerly
1) See Sheets 2-4 for Project Details
2) See. Sheet 5 of 5 for Project Notes Aileen Miller
Deed Book 859, Page 113
Plat Book 10, Page 37
Tax Block 3886
CO
This survey curately depicts the landward limits of U.S. Army Corps of Engineers
regulatory indiction o he Zone 8 School Property project site, as inspected by
regulatory re bra h of the U.S. Army Corps of Engineers on March 5,
the Ralei
n J'/ 2008. rJU Q)
. rJU Q)
Na e ? Dat
Ar/10
Title I
3
v
N
0
3
0
0
U
4
3
GRAPHIC SCALE
% f
200 0 100 200 400 800
( IN FEET )
1 inch = 200 ft.
Sheet #2

2990 Bethesda Place, Suite 601-B
Winston-Salem, North Carolina 27103
[phone]
Drawing 07081 Wetlands.dwg
N
G

#4
y
4A
r?
F
'
NCGS 'W48 Carmel
North 830,695.82
East 1,617,187.47
S31'40'S0"W
71-7 6,337.95 (Grid Tie)
x? x
MAR 2 7 '1008
fraternity church Ra•
a
? E
Site
w `5
Creek
Location Mai)
Le, end RALEIGH !?F?__ " _?" P_ 0 OFPiCE
518" Rebor Found (unless noted)
Iron Placed 0
Stone Found o
NCGS Monument
Unmonumented Point X
Floodway -rti-
100 Year Flood Line -Oft r-
Fence -x -
Stream Area
Wetland Area

Sheet #4
i
Nowlor Formerly
I®
Aileen Miller
Dee Book 859, Page 113
Ph it Book 10, Page 37
Tax Block 3886
I
Now or Formerly
Wa
Jean K. Topping
98E-1271
Deed Book 819, Page 335
Tax Block 3886
37.4082 Acrest
Not to scale
Sheet 1 of 5
Cover Sheet
Wetlands Survey
Now or Formerly Zon e 8 Sch o 01
®
City of Winston-Salem Property
Deed Book 2235, Page 2921
Tax Block 3886 So u thf ark To Wllshi

/44aa9
Fax
A
Forsyth County, North Carolina
March 24, 2008
rally
urveying
ompany, P.A.
Winston-Salem/Forsyth County Schools
'Legend
5/8" Rebar Found (unless noted)
Iron Placed 0
Stone Found ED
NCGS Monument 0
Unmonumented Point X
Wetlands Point 1657+
Floodway - ?-
Stream Area
STREAM 1 LINE TABLE
LINE LENGTH BEARING
S1-1 121.08 S72'40'29"W
S1-2 78.13 S76'11'52"W
S1-3 144.44 S63'38'19"W
51-4 71.40 562'54'47"W
S1-5 82.08 S58'16'42"W
S1-6 101.27 55749'37"W
Si-7 31.97 S7748'17"W
i
Now or Formerly
O
Aileen Miller
' Deed Book 859, Page 113 0
Plat Book 10, Page 37 4? -: p? `gyp AO
Tax Block 3886,-4111"'--
?
(0
rn ?`'f I 1656
?F 1655
::...:50:00
Ld
Now or Formerly
C)I
8
Aileen Miller
Deed Book 859, Page 113
Plat Book 10, Page 37 Z':?
Tax Block 3886
Stream J3 r "t
See Sheet 3
For Details/
1659 /
`?f f 1654
1653
?? S56'38'11 "W
50.00' S1
.. 48.70
?..::.... S63'33'48"W ?dd9
NCGS 'W46 Carmel'
North 830,695.82
East 1,617,187.47

h
b
Now or Formerly
.a
? O
`
ry
C
Pil City of Winston-Salem
0 a De ed Book 2235, Page 2921
Tax Block 3886

Wetland Point (165
North 823,891.16
ast 1,613.798.45 /
7
I
1657
Property Line
ree -
?J /10
1660 07f,""
N87-'03'16" w
95.47 /
181.11 Y0r
1658 64.04' L $o?tn
S59'08'09"W
He Lin S46'05'55"W
75.69'
Notes:
1) See Sheets 2-4 for Details
1) See Sheet 5 of 5 for Project Notes
CO
ro
q
Sheet2of5
Wetlands Survey
Zone 8 School
Forsyth County, North Carolina This survey accurately depicts the landward limits of U.S. Army Corps of Engineers
regulatory ' sdiction on toe Zone 8 School Property project site, as inspected by
ert
P

I, W. Max Brady, Jr., certify that this map was drawn under my supervision
the Rol ig egulotory fie branof the U.S. Army Corps of Engineers on March 5, ro y
p
from an actual survey made under my supervision; that the ratio of 2008.
Z2 ZCl
precision as calculated by latitudes and departures is 1120,000, that the r Southfork Township
boundaries not surveyed are shown as broken lines that this map does not
conform to GS 47-30 as amended; that North Carolina Grid Coordinates ,
N0 a Date F
t
th C
th C
N
oli

shown hereon were derived from an actual GPS survey made under my or y
oun
sy or
ar
na
supervision; that this GPS survey was performed in accordance to Class C Tide M h 24
FGCC specifications and that I used Static GPS field procedures; that
coordinates were obtained by Least Squares adjustment; that this survey
was performed using three Topcon DX1 receivers and all coordinates are
based on NAD83. 11iU,,!
A R0
Witness my hand eaf this 24th day of March, 2008 -
;
-Z?
SEAL `?.
'
rv yor
Professional Land S ?9?J
L-2578 ••. . ' '
A_ .,,8 R

3
0
3
0
0
3
arc ,
2008
rady in
urveyg
GRAPHIC SCALE ompany, P.A.
100 0 50 100 200 400
2990 Bethesda Place, Suite 601-B
Winston-Salem, North Carolina 27103
IN FEET) [phone]
1 inch = 100 ft.
Drawing 07081 wetlands.dwg

Winston-Salem/Forsyth County Schools
• This survey accurately depicts the landward limits of U.S. Army Corps of Engineers
regulatory ' isdiction on the !Y, 8 School Property project site, as inspected by
the Rol ig egulatory eld of the U.S. Army Corps of Engineers on March 5,
2008.
2Z oU
No a Dat
Title
:.:A' X21 66
16b-1'., s2 5 1665
...
T662 3S ?`3\ 52-4 1669 52-5
1663
. .....,. .....708...
g
7S2-32
O
O
c
see sheet /x6
' for Details l
Legend
518" Rebar Found (unless noted)
1670
1707
52-7
STREAM 3 LINE TABLE
LINE LENGTH BEARING
S3-1 21.04 S60'36'07"E
S3-2 17.35 S8324'54"E
53-3 14.56 S30'59'56"E
S3-4 54.74 S64_0505'E
Cl)ti
1673
1 1674
y N
v 5y 1675
1678
52-8 52-9
i
1697 ?? ..
Now or Formerly
Aileen Miller
Deed Book 859, Page 113
Plat Book 10, Page 37
Tax Block 3886
Wetland #2
Area: 0.019 Acres
WETLAND 2 LINE TABLE
LINE LENGTH BEARING
W2-1 3.46 N12'59'52"E
W2-2 62.73 N02'47'33"W
W2-3 17.82 N86'07'53"E
W2-4 61.19 S05'12'24"W
W2-5 2.98 S63'15'36 "E
W2-6 13.55 568'34'11'
F
? 'S (16 91
' 4'06"E --1551.99' Total.
1686 .
1685
1684
1682 1683 52-12 52-13 ?N
N01 0

-4 1692 ?
51693 i
Ietlnnd ;1
1687
_ see Sheet J4
rfor Details

1688,
wetland Pow (1689 S32 '09'05"W
North 824.771:1-Z
'
80 (Ground Dist)
997
6
s
East. 1,613,463.1
' .
,
35 (Grid Dist) g
997
6
?
.. .
,
l 689
??.
North 830,695.82 n`
East 1,617,187.47
81 t l
-
S2
S2-1 C 52 .. .:' S2-
.......... ........
..-------- -25
...............
S2-26
................................... s2-27 1501.99 1701170 '
.......
a 3 Stream #
1704 170
31 527Phose. S2-29 52-28 1702 2i 1699
Stre m #Transitional Line from Now or Formerly Intermittent
Per nniatermittent Phase of
ream to Perennial
1706 1705 From Point /1678 Aileen Miller
to Point /1704 Deed Book 859, Page 113
Plat Book 10, Page 37
Tax Block 3886
Iron Placed 0
Stone Found El
NCGS Monument A
Unmonumented Point X
Wetlands Point 1656
Floodway -FV-
Stream Area
Wetland Area 0
100 Year Flood Line -m r-
Forsyth County, North Carolina
I, W. Max Brady, Jr., certify that this map was drawn under my supervision
from an actual survey made under my supervision; that the ratio of
precision as calculated by latitudes and departures is 1120,000; that the
boundaries not surveyed are shown as broken lines, that this map does not
conform to GS 47-30 as amended, that North Carolina Grid Coordinates
shown hereon were derived from an actual GPS survey made under my
supervision; that this GPS survey was performed in accordance to Class C
FGCC specifications and that I used Static GPS field procedures; that
coordinates were obtained by Least Squares adjustment; that this survey
STREAM 2 LINE TABLE
LINE LENGTH BEARING
S2-1 84.40 N34'59'42"E
52-2 30.98 N45'51'25"E
S2-3 52.62 N3226'35"E
52-4 42.53 N02'07'10"W
S2-5 144.31 N02'17'00"E
52-6 86.42 N01'26'18"E
52-7 95.41 N01'33'03"E
52-8 103.77 N05'27'02"E
52-9 38.02 N0259'43"E
52-10 130.98 N0025'43"E
S2-11 141.64 N00'05'24"E
S2-12 56.75 N02'08'47"W
52-13 66.50 N0l'58'43"E
52-14 20.14 N08'S7'18"E
S2-15 13.55 N68*34'11"E
52-16 99.83 N59'S2'14"E
52-17 43.59 N53'S5'17"E
52-18 29.26 559'01'02"E
S2-19 59.38 564'50'31 "W
was performed using three Topcon DX1 receivers and all coordin9Mg1qr,g
,
11
based on NA083. C A
o?;'oFESSti r?
Witness my hand and seal his"24th day of March, 20Q$Z: • 9
SEAL
- -z 17 ,oo
Professional Land urveygr '?,'f1 • •' y,
L-2578 • 9? • B R P?
6
0
a
3
0
0
s
3
f
1 16'96, _ti ti
1695
?• 1694-
Uetland 11
See Sheet 0
for Details
STREAM 2 LINE TABLE
LINE LENGTH BEARING
S2-20 25.72 S58'41'51 "W
S2-21 73.34 S59'54'43"W
52-22 17.28 S38'44'10"W
S2-23 57.35 500'44'26"E
S2-24 7.60 S03'57'32"W
52-25 56.51 S00'29'19"W
S2-26 140.22 S00'07'15"E
S2-27 132.31 S00*11'31"W
52-28 38.73 S01*24'15"E
52-29 87.88 S00'41'32"W
S2-30 504'45'29"W
2-31 S01'58'00"W
i!
2-32 P S01'01'38"W
2-33 2. S0723'31"W
52-34 S40'13'13"W
52-35 54.54 S41'03'32"W
S2-36 37.10 53545'48"W
52-37 22.01 56747'47"W
52-38 24.89 N59'S2'14"E
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft
400
Drawing 07081 wetlands.dwg

1668
?, S? 1667\
7
NAD83 1676?
1677
1671 16 \2 \I
Sheet 3 of 5
Wetlands Survey
Zone 8 School
Property
Southfork Township
Forsyth County, North Carolina
March 24, 2008
rady
urveying
ompany, P.A.
2990 Bethesda Place, Suite 601-B
Winston-Salem, North Carolina 27103
[phone]
Winston-Salem/Forsyth County Schools
This survey accurately depicts the landward limits of U.S. Army Corps of Engineers Now or Formerly
regulatory jirisdiction on the Zone 8 School Property project site, as inspected by 1oa 0
the Rolei h regulatory field branch of the U.S. Army Corps of Engineers on March 5,
zoos. C 2,Z 2(JG Jq1 Aileen Miller
Na a Do Deed Book 859, Page 113
f ettlasne? Z?s Plat Book 10, Page 37
C for Details Tax Block 3886
Title
sty ?2 1551.99' Total
see meet x,01'04'06"E
for Details • .
1730 xti :'.1 i F
- - NAD83
1501.99' wl-2o > ,,,,
}9 ?> 1731 ?1f 45 1-2 740
172 K I
' 1732 688 \?9 1739 ~
1728 . • t' Z
1689 w1?3 i.
c? 174 0
52-18 1769
1742
},25 r768 f
Now or Formerly 727 1733 W} 24
4
® -173
1726
?1 Q
1735 1743 $
Aileen Miller 417 w 1744
Deed Book 859, Page 113 ' Wetlands #1 736 43 >J .
Plat Book 10, Page 37 Area: 2.717 Acres J 1745 1
Tax Block 3886 y 17371738 m ?\?2 -5b,
1765 1746 5
_ ? ? .?? -s - •? . ' , . ? ? ' .?
is WI-49 \A7
1724 ' ' (P 1)64 1747 6
1725
o
1710763 1748 3tre
1762 t ? S4 56 a
t?r? #4
W1-13 Wl, 12 11j' I 1 r° 1749 ti ? Ittc
1723 1721 \77 1761 176b,:. • c?b? C,& 1751 it t
1722 1720 1711 k
1719 !g ?fir ?.•.i7s0:•:::'..,. rah'
w1-39 W 1752
W}-}Q 1759
:•,Rock. 5?? 6
171 5
1753 i
W} N fT N Area' S?
1754
( IN FEET )
1 inch = 100 ft
Notes:
400
1) See Sheets 3-4
1) See Sheet 5 of 5 for Project Notes
Now or Formerly
Aileen Miller
Deed Book 859, Page 113
Plat Book 10, Page 37
Tax Block 3886

C51
N
75
1717 I ' I 1758 54-1 , 175 'b
1
00 1757 5 c7h/17555?
1716 1 , , I 1712 J
-1:4
'? W1-4 1 ? S31'40' 50°W
1713 i , 6,337.95 (Ground Dist)
N00'32'14"E -? 1026.92 Legend 6,337.53 (Grid Dist)'
1715 1714 f
+,, 518" Rebor Found (unless noted)
Forsyth County, North Carolina Now or Formerly Iron Placed 0
I, W. Max Brady, Jr., certify that this map was drawn under my supervision QD Stone Found o
from an actual survey mode under my supervision; that the ratio of NCGS Monument A
precision as calculated by latitudes and departures is 1120,000; that the Jean K. Topping
boundaries not surveyed are shown as broken lines; that this map does not 98E-1271 Unmonumented Point X
Deed Book 819, Page 335 Wetlands Point
conform to GS 47-30 as amended; that North Carolina Grid Coordinates 1656 ?-
7ax Block ock 3886
shown hereon were derived from an actual GPS survey made under my Floodwa -r?'-
supervision; that this CPS survey was performed in accordance to Class C 37.4082 Acresf Y 0
FGCC specifications and that I used Static GPS field procedures; that Stream Area
coordinates were obtained by Least Squares adjustment; that"ohlleuryFIy Wetland Area
was performed using three Topcon DX1 receivers and all copht)ip at?sA '4,
based on NAD83. `?r,,..•.?? '•,? 100 Year Flood Line
OFESS? r? 2990 Bethesda Place, Suite 601-B
Witness my hand and seal t¢tis 24th day of March, 2001 _- 4 17':9 = Winston-Salem, North Carolina 27103
. a SEAL ;
`" .57? fad
-i '• :' y
Profes Tonal Lon Surveys '.?'%9•'• •,•, .•''.?,`?•` urveying
L-2578 B
##]MR POO,0n1Pa nym P. A. [phone]
r1
3
a
D
0
3
0
0
Q
3
to
Winston-Salem/Forsyth County Schools
Zone 8 School
Property
Southfork Township
Forsyth County, North Caroline
March 24, 2008
STREAM 4 LINE TABLE WETLAND 1 LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
S4 -1 39.65 N3336'18"E W1 -1 71.55 S80'02'23"E
S4- 2 16.31 N58'57'20"E W1 -2 72.68 S79'24'59"E
54- 3 46.40 N04'15'20"E W1 -3 59.59 S25*13'02"E
S4- 4 55.05 N43'58'41 "E W1 -4 114.95 S03'54'13"W
S4 -5 38.76 N13'42'55"E W1 -5 97.67 S11'13'46"E
S4 -6 22.50 N44'42'30"E 1 -6 39.34 S76'10'49"W
S4 -7 17.70 S37'50'01 "E W1 -7 31.46 N44'30'06"W
S4 -8 21.27 S73'08'34"W W1 -8 28.32 N86'56'02"W
S4 -9 32.07 S09'00'56"W W1 -9 70.44 N11'16'50"W
S4- 10 26.89 503'47'04"E W1 -10 80.33 N06'58'45"W
S4- 11 73.19 530'29'09"W W1 -11 30.42 S41'08'49"W
S4- 12 49.17 S36'24'07"W W1 -12 90.63 S07'31'06"W
S4- 13 19.44 S19'48'27"W W1 -13 72.95 S11'23'43"W

WETLAND 1 LINE TABLE W1 -14 58.04 N8748'34"W
LINE LENGTH BEARING Wl -15 56.51 S30'56'54"W
S2- 17 43.59 N5355'1 7"E W1 -16 81.73 N57'22'22"W
S2- 18 29.26 S59'01 '02 "E W1 -17 77.00 N35 26'37"W
W1 -18 107.29 N7944'14"W
NCCS'w48 Carmel' W1 -19 30.05 S63'34'13"W
North 83a695.82
???777 WI -20 5.15 N38'50'52"W
East 1,617,187.47 Wl -21 31.93 N61'15'10"E
WETLAND 1 LINE TABLE Wl -22 83.49 N26'01'48"E
LINE LENGTH BEARING W1 -23 83.47 N61'20'27"E
W1- 25 9
70 N82'46'02"W W1 -24 10.94 N10'47'10"W
W1- 26 .
24.89 S59'52'14"W
W1- 27 25.97 N30'07'46"W W ETLAND 1 LIN E TABLE
W1- 28 38.45 N14'36'03"E LINE LENGTH BEARING
W1- 29 48.00 N46'43'53"E WI- 40 30.63 S61'35'21 "W
Wi- 30 145.94 N30'1 1'44"E W1- 41 38.10 S39'01'14"W
W1- 31 56.50 S43'10'21"E W1- 42 54.01 552'32'51"W
W1- 32 32.45 N75'44'27"E W1- 43 85.48 S29'41'11"W
Wl- 33 42.56 N36'51'42"E W1- 44 59.99 S45 *05'22"W
W1- 34 47.92 N48'41'03"E W1- 45 21.88 S20'39'49"E
W1- 35 40.19 N56'13'33"E W1- 46 11.64 S40'26'56 "E
W1- 36 60.07 N60'54'12"E W1- 47 82.32 N60'50'59"E
W1- 37 25.20 S42'18'54"E W1- 48 48.98 N61'44'51 "E
W1- 38 25.99 S81'54'02"W W1- 49 23.56 N09'09'59"E
W1- 39 43.35 55725'38"W W1- 50 39.06 N8B'52'37"E
we
GRAPHIC SCALE
50 100 200
Sheet 4 of 5
Wetlands Survev
Pnt Northing Eastin De=
1653 823,739.8 1,613,414.0
1654 823,772.3 1,513,477.6 7
1655 823,836.5 1,513,607.0
1656 823,855.1 1,613,682.9
1657 823,891.2 1,513,798.4
1658 823,696.7 1,673,344.2 S.1-6
1659 823,642.7 1,613,258.5 S.1-7
7650 823,636.0 1,613,227.2 S.1-8
1651 823,638.2 1,613,225.6 S2-1E
1662 823,668.3 1,613,247.3 S2-2E
1663 823,709.4 1,613,283.1 S2-3E
1664 823,748.0 1,613,315.7 S2-4E
1665 823,765.0 1,613,304.1 S2-4W
1666 823,720.6 1,613,275.8 S2-3W
1667 823,699.0 7,613,253.6 S2-2W
1668 823, 629.9 1, 613,205.2 S2-1W
1669 823,807.5 7,613,302.5 S2-5W
1670 823,951.7 1,613,308.3 S2-6W
1671 824,038.1 1,613,310.4 S2-7W
1672 824,133.5 1,613,313.0 S2-8W
1673 824,220.9 1,613,235.9 S.3-5
1674 824,210.6 1,613,255.2 S.3-4
1675 824,208.6 7,613,272.5 S.3-3
7676 824,196.1 7,613,280.0 S.3-2
1677 824,172.2 1,613,329.2 S.3-1
1678 824,236.8 1,613,322.9 52-9W
1681 824,274.8 1,613,324.8 S2-10W
1682 824,405.7 1,673,325.8 S2-11W
1683 824,547.4 1,613,326.1 S2-12W
1684 824,504.1 1,613,323.9 S2-13W
1685 824,670.5 1,613,326.2 S2-14W
1686 824,690.4 1,613,329.4 S2-15W
1687 824,695.4 1,673,342.0 S2-16W
1688 824,745.5 7,673,428.3 S2-77W
1689 824,771.2 1,613,463.5 S2-18W
1690 824,693.8 1,613,330.1 W1-7TTOS2-15W
1691 824,756.5 1,613,327.1 W1-2702-15W
1692 824,757.7 1,613,344.9 W1-3T02-75W
1693 824,696.7 1,613,339.3 WT-4TOS2-16W
1694 824,756.1 1,613,488.6 S.2-19E
1695 824,730.9 1,613,434.9 S.2-18E
1696 824,717.5 1,613,412.9 S.2-17E
1697 824,680.7 1,613,349.4 S.2-16E
1698 824,667.3 1,613,338.6 S.2-75E
1699 824,609.9 1,613,339.4 S.2-14E
1700 824,602.3 1,613,338.8 S.2-13E
1701 824,545.8 1,613,338.4 S.2-12E
1702 824,405.6 7,613,336.5 S.2-11E
1703 824,273.3 1,613,338.2 S.2-IOE
1704 824,234.6 1,613,339.2 S.2-9E
1705 824,146.7 1,613,338.1 S.2-8E
7706 824,042.7 1,613,329.4 S.2-7E
1707 823,948.3 1,613,326.2 S.2-6E
1708 823,809.9 1,613,323.7 S.2-5E
1710 824,854.5 1,613,678.5 WI-1
1711 824,842.7 1,673,749.0 W1-2
7712 824,828.7 1,613,820.4 WI-3
1713 824,774.8 1,613,845.8 WI-4
1714 824,660.1 1,613,838.0 W1-5
1715 824,564.3 1,613,857.0 WI-6
1716 824,554.9 1,613,818.8 W1-7
1717 824,577.4 1,613,796.8 W1-8
1718 824,578.9 7,613,768.5 W1-9
1719 824,648.0 1,613,754.7 W1-10
Pnt Northing Eastin Desa
1720 824,727.7 1,613,744.9 W1-11
1721 824,704.8 1,613,724.9 WI-12
1722 824,614.9 1,613,713.1 W1-13
1723 824,543.4 1,613,698.7 W1-14
1724 824,497.2 1,513,611.6 W1-16
1725 824,545.7 1,613,640.7 W1-15
1726 824,541.3 1,613,542.8 W1-17
1727 824,604.0 1,613,498.1 WI-18
1728 824,623.1 1,613,392.5 W1-79
1729 824,609.7 1,613,365.6 WI-20
1730 824,613.7 1,613,362.4 W1-21
1731 824,629.7 1,613,390.4 W1-22
1732 824,704.1 1,613,427.0 W1-22
1733 824,744.1 1,613,500.3 W1-23
1734 824,754.9 1,613,498.2 WI-24
1735 824,767.2 7,613,520.7 WI-54
1736 824,807,3 1,613,592.6 W1-55
1737 824,830.4 1,613,635.7 W1-56
1738 824,853.7 1,613,639.5 W1-57
7739 824,825.6 1,613,438.4 W1-25
1740 824,792.7 1,613,403.4 W1-25B
7741 824,756.1 1,613,488.6 W1-25A
7742 824,951.7 1,613,511.8 W1-26
7743 824,970.5 1,613,550.5 W1-27
7744 824,918.5 1,613,581.9 W1-28
7745 824,952.6 1,613,607.4 W1-29
7746 824,984.2 1,613,643.4 W1-30
7747 825,006.5 1,613,576.8 M-31
7748 825,035.8 1,513,729.3 M-32
1749 825,068.8 1,613,757.3 S41-33
1750 825,077.2 1,613,765.2 S4 1-34
1751 825,123.5 1,613,768.7 S41-35
1752 825,163.1 1,513,806.9 S4 1-36
1753 825,200.7 1,613,816.1 S4 1-37
1754 825,216.7 1,613,831.9 S4 1-38
1755 825,202.7 1,613,842.8 S4 1-39
1756 825,196.6 1,613,822.4 S4 1-40
1757 825,164.9 1,613,817.4 S4 1-41
1758 825,138.1 1,613,819.2 S41-42
1759 825,075.0 1,613,782.1 S4 1-43
1760 825,035.4 1,613,752.9 S4 1-44
1767 825,017.1 1,613,746.3 S41-45
1762 825,013.5 1,613,720.6 W1-46
1763 824,990.1 1,613,684.0 W1-47
1764 824,975.5 1,613,657.1 WI-48
1765 824,945.9 1,613,633.1 W1-49
1766 824,913.1 1,613,590.2 Wt-50
7767 824,838.8 1,613,5479 W1-51
1768 824,796.5 1,613,505.4 W1-52
1769 824,776.0 1,613,513.7 W1-53
Forsyth County, North Carolina
This survey accurately depicts the landward limits of U.S. Army Corps of Engineers
regulatory juri fiction on tfie Zone 8 School Property project site, as inspected by
the Ralei r ulatory ff d branch of the U.S. Army Corps of Engineers on March 5,
2008. Z Z ZG??
Nam Date
Y
ritle
Notes:
1) THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED FOR USE IN
CONVEYANCES OR SALES.
2) Field survey was completed by 3-70-08. This drawing shows wetland
delineation on the site at the time of the survey.
3) All distances shown on this map are measured ground distances
unless specifically noted otherwise.
4) This property is subject to any easements, agreements, or
rights-of-way of record prior to the date of this map which were not
apparent at the time of my inspection and might otherwise be disclosed
by an attorneys title opinion which as of date shown hereon has not
been supplied to Brady Surveying Company, P.A. There may be
easements or other matters of record affecting this property not shown
hereon.
5) Horizontal Datum: NCCS "W48 Carmel"-NAD83 North: 830,695.82;
East: 1,617,187.47; Average Site Combined Factor: 0.9999342
6) CERTIFIED WETLAND AREAS DELINEATED IN FIELD BY Moctec
Engineering. AND LOCATED BY BRADY SURVEYING COMPANY, P.A.
7) Certified wetland point coordinates reference NAD83. Coordinates
acquired using RTK field procedures utilizing Topcon DX-1 receivers set
to sub-meter accuracy. Random locations checked by conventional
survey methodology.
Sheet 5 of 5
Wetlands Surve
1, W. Max Brady, Jr., certify that this map was drawn under my supervision
from an actual survey made under my supervision; that the ratio of
precision as calculated by latitudes and departures is 1120,000; that the
boundaries not surveyed are shown as broken fines that this map does not
conform to GS 47-30 as amended, that North Carolina Grid Coordinates
shown hereon were derived from an actual GPS survey made under my
supervision; that this GPS survey was performed in accordance to Class C
FGCC specifications and that I used Static GPS field procedures; that
coordinates were obtained by Least Squares adjustment; that this survey
was performed using three Topcon DX1 receivers and all coordinates are
based on NAD83. ,`???ut1If 1111/'
Witness my hand an seal this 24th day of March, 2008 ??.'?FESSI(j• •.•2?:
1 SEAL 2': Q?
% 3
Professional Land S rveyor •' ,.
.
L-2578 %RB RP%10%kx11111111%
a
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D
3
0
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3
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co
Winston-Salem/Forsyth County Schools
Zone 8 School
Property
Southfork Township
Forsyth County, North Carolina
March 24, 2008
rady
urveying
ompany, P.A.
2990 Bethesda Place, Suite 601-B
Winston-Salem, North Carolina 27103
[phone]
Drawing 07081 wetlands.d

4

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ON
O
O

O
9

1 Z
0
ZONE 8 SCHOOL SITE
GROUNDLEVEL PHOTOGRAPHS

.; A„W "
•
SrY -"q,
r
Photograph #1: View of South Fork Muddy Creek - Stream No. S1 (February 14,
2008).
Photograph #2: View of confluence of Stream No. S2 and South Fork Muddy
Creek - Stream No. S l (February 14, 2008).
Photograph #3: View of Stream No. S2 - channelized (February 14, 2008).
Photograph #4: View of Stream No. S3 (February 14, 2008).
Photograph #5: View of Stream No. S4 (February 14, 2008).
Photograph #6: View of small wetland drainageway at downstream end of
Stream No. S4 (February 14, 2008).
Alk;
14.
-Aw
A- jw
9
Photograph #7: Southern view of Wetland No. W 1, as taken from the northwest
corner of the wetland (February 14, 2008).
ski 3,::?` s t
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-
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A
rc?},

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4`*?s w r? ? +. ?
,
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.
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u.r. 4 F?:.Q.f""T." ?
f.'?.
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Photograph #8: Western view of Wetland No. W1, as taken from the eastern side
of the wetland (February 14, 2008).
ZONE 8 SCHOOL SITE
USACE ROUTINE DETERMINATION DATA FORMS
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
W e f ?. w"
Project / Site: O-,h e 9, S Date: 6. l
Applicant/ Owner: W i n c - a Fa rs SC so/-r County: F??-s??f?
Investigator: V-awr e -r nc ?G?-. P? State: N G

Do normal circumstances exist on the site?
Is the site significantly disturbed (Atypical situation)? Yes ?( No
Yes No-- Community ID: GI/.1
Transect ID: /
Is the area a potential problem area? Yes NoX Plot ID: /
(explain on reverse if needed) #Pr? QC69Aer A1ev1i
VEGETATION
Dominant Plant Species
Stratum Indicator
Dominant Plant Species Stratum Indicator
1. ?k?tC'?t,r ?l'f'ftt?tt ?tr?. ACiAIf 9.
2. ReH" 0 G w 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). /O° 0/'
Remarks:
y1erA*Ci k*-r AAA A"o! GEC e "`<9G? ?!'?? d?i'7t
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
_ Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
sl'-a?-???,Q•?^?,Skr? _
Other (Explain in Remarks)
Remarks:
SOILS
ZAA41?Wle- 00,W1
Map Unit Name ,///, r vcw Urtvo'*t e4e
(Series and Phase):?`??F L???lC1 Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes>< No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
/0 /t .72._ G Pat i?t
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: ReJ.vX/MAr IC -Fe at-A-0t'ree?e 'qre`-
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes _ CK No
Wetland Hydrology Present? Yes _ No
Hydric Soils Present? Yes _X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project/Site- SOrr; ?•'f@
Applicant/ Owner in S o.?r-Sa PM JGo rr t
Investigator: ',farm ex ['a f er P?.JS
?- Scfioo s Date: lx-?e 6
County: oys?
State: NC

Do normal circumstances exist on the site? Yes No ommunity ID: -f-or
Is the site significantly disturbed (Atypical situation)?
Is the area a potential problem area?
(explain on reverse if needed) Yes No ?C
Yes No_X__ Transect ID: f
Plot ID:
J???w,?+..,?';rr?+E
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. A ll ' e y i'n U /@
•
2 Per?.
?
FAaC 1 9.
10
,
. , .
3. SO a" pun cartel iw?Crit^t
?r Irl/
4 H
a 4 CGE
r ACM- 11.
12
wna
. s .
5 Seems 13.
6. 14.
7. 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 0/0
Remarks: ?;v Y r? • ? GJ/ r n a a S-1 V u / A.?i wf <t '?",
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
)
setr-Ve
e
_ Aerial Photographs C
,
Primary Indicators: Nam
Other _ Inundated
-Saturated in Upper 12"
??rr
l? No Recorded Data Available _ Water Marks
Drift Lines
Field Observations: _ Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators: Opse o?serVe_W
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks: ,
a r*

SOILS
?f?h ? ,?'f? ?r W ? fi??*'?e'? 113th',
` e'nn.e-w
Map Unit Name ? ewaCfa
/-D a M 6-eo--Drainage Class:
(Series and Phase):
Taxonomy (Subgroup):
Confirm Mapped Type? Yes _^ No
Profile Description: Texture, Concretions,
Depth Matrix Colors Mottle Colors Mottle
inches Horizon Munsell Moist (Munsell Moist) Abundance/Contrast Structure etc.
00 IE1't
/o R
Hydric Sol[ Indicators: N 8 K e°. a bs v Y"
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List (^zr"? C S
_ Reducing Conditions Listed on National Hydric Soils Lis
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
%n
Remarks: 4*f f h 0 ? O 61re Y'''a/?
???px? r+?taY?Q'ji?r
S-pj/ re
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point
-?- Within a Wetland? Yes_ No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks:
1 1
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: : it "arl* 121, 2-061 1 Project: Fan c G scL,av? ??e Latitude: A/
Evaluator: r f°'l C S 61 WJ',er, w.Site: Longitude: 60 &It W
Total Points: Other (,.t./wS_7LP1-.Sd 1Q0?
Stream is at least intermittent ? County: Y'j?,l ;kj e.g. Quad Name:
if 2: 19 or perennial if ? 30

A. Geomor holo (Subtotal= 0. ) Absent Weak' Moderate Strong
18. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0. 1 1.5
13. Second or greater order channel on existin
USGS or NRCS map or other documented
evidence.
No =0
Yes = 3
a Man-made ditches are not rated; see discussions in manual
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 1 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1.5

20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish (70i) 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 3
28. Iron oxidizing bacteria/fungus. 0 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW 75' OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upiana pianrs, nem Za rocuses U1 It[ pICSCj icC uI ayumu. Ui -101- P-
Sketch:
Notes: (use back side of this form for additional notes.) ` ,? ?`
"fie
plo

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 u
?, c,;o, 1. ? Latitude: ? ?V1?'-?
Project: 7Yti
Date:
e. tnaa
- In
Evaluator: ,? f?Pf v Site: &-- re cc '4A0' S3 Longitude: OIL" r t 4?ir'
Total Points: Other W/'),.c int
Stream is at least intermittent County: ors-u e.g. Quad Name: ?/i!?
if >_ 19 or perennial it >- 30
A. Geomorphology (Subtotal = l2 " 9 Absent Weak Moderate Strong
18. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1. 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 (If ) 3
9 'Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0. 1 1.5
13. Second or greater order channel on existin
USGS or NRCS map or other documented
evidence. _
No
l/
Yes= 3
Ma an-made ditches are not rated; see discussions in manual
© sc
v.iI W W -
14. Groundwater flow/discharge
0
1
2
3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season 0 1
?%' 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1.5

20". Fibrous roots in channel 3 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish (OD 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW - .7O BL = 1.5 SAV = 2.Q; Other = 0
Items 20 and 21 focus on the presence or upiana pianis, nem /a rocuses urn inc VICbriwc U1 0%4UGU? vi V-U01IV N.11..
Sketch:
Notes: (use back side of this form for additional notes.)
!t ne
a
.S'c-*Y6 M54? r dare tTePC^ 0ccv r"' C71 `X
. 1
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
/""V
Date: Y V N A Project ?1?.. FJ ?GtiO --Latitude: ' r fr???`
Evaluator: s t PAS Site: -¢p?! w 1?, Longitude: FO?r'? r !^W
Total Points: Other I'J/rJ-;?
Stream is at least intermittent l? County: r>'s a? e.g. Quad Name: if ? 19 or perennial N? 30 t6

A. Geomorphology (Subtotal = ,G ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floociplain 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0. 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No 0
Yes = 3
Maw n-made ditches are not rated; see dis?/c?]ussions in manual
41 GIyulw-tly k-- roundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0. 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
IQ Hvririr. soils (redoximorohic features) present? No = 0 Yes = 1.5 .

. 1W W&Y -A -1
20b. Fibrous roots in channel
3
2
0
21b. Rooted plants in channel 3 2
1 71 0
22. Crayfish 0.5 1.5
23. Bivalves 1 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 b. Wetland plants in streambed FAC 0.5 FACW =-0.75, OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 Locus on ine presence or upianu planes, nnln 4, wwaca V11 U- P-Q-1- W, -,,.w•, ?• ?••- r -------
Sketch:
Notes: (use back side of this form for additional notes.)
S?7
E Ewa ?e !a k
_3 K
a ?t? .???, ? p-yvtl??
® tF?S4U_ ?C' nI'Ca t r-eeor (? ?QpC,?p?ol??Ifir+ 1 I
G ?( ( G ! 9 n) K JET' t ?°t S vFa ?' ` Z-4 -7
? P ?

ZONE 8 SCHOOL SITE
USACE JD ACTION ID# 200801372
(Issued April 22, 2008)
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200801372 County: Forsyth U.S.G.S. Quad: Winston-Salem West
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Ellis M. Tusing
Address: Winston-Salem / Forsyth County Board of Education r' CR,.
P.O. Box 2513
Winston-Salem, NC 27102
Telephone No.: 336 661-4999
Property description:
Size (acres) 54 Nearest Town Winston-Salem
Nearest Waterway South Fork Muddy Creek River Basin Yadkin River
USGS HUC 03040101 Coordinates N 36.0078594 W -80.3058604
Location description Site for proposed new school facility, adjacent to South Fork Muddv Creek, south of Winston-
Salem, in Forsyth County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. on your project area have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on April 22, 2008. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
M " , .
Action ID:
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919 5544884 ext. 25.
C. Basis For Determination
There are stream channels within your project site which are tributaries of South Fork Muddy Creek which flows into
the Yadkin River and the Atlantic Ocean.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jean Manuele, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27615
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by June 22, 2008.
**It is not necessary to submit an RFA
correspondence.**
Corps Regulatory Official:
Date 04/22/2008
to the District Office if you do not object to the determination in this

Expiration Dat6 04/22/2013
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at hqp://regulatory.usacesurvey.com/ to
complete the survey online.
Copy furnished:
James Cutler, MACTEC Engineering and Consulting, 7347 West Friendly Avenure, Suite E, Greensboro, NC 27410
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