20020868 Ver 1_COMPLETE FILE_20020603

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April 23, 2003
DW Q# 02-0868
Union County
Mr. Dave Burnett
Director of Facilities, Union County Schools
201 Venus Street
Monroe, NC, 28112
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Burnett:
You have our approval, in accordance with the attached conditions, to place fill in 140 linear feet of intermittent streams in order to
construct a new elementary school at site "D" in Union County, as described in your revised application received by the Division of Water
Quality on March 10, 2003. After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3402, which can be downloaded from our web site at http://h2o.enr.state.nc.us . This Certification allows you to use
Nationwide Permit Number 39 when issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water
Supply Watershed regulations. You should send an application to the Division of Land Resources for their review of your project under
dam safety rules as well as erosion and sediment control. Also this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed
below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work'included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Alan Johnson in DWO's Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in Raleigh at 919-733-
9721.
Sincerely,
I W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWO Regional Office
Central Files
File Copy
020868
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Customer Service
1 800 623-7748
Office Use Only:
USACE Action ID No.
(If any particular item is not applicable to
1. Processing
/^ Fgrrn Version May 2002
f 1
No.
"Not Applicable" or "N/A".)
Y WETLANDS / 401 GROUP
MAR 1 0 1003
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or W?T?ON
? Section 10 Permit ? Isolated Wetlan ermrt from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12. NW 14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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
Name: Dave Burnett, Facilities Planner ??? ?C % ?= F«r 1c rriEs
Mailing Address: Union County Schools
201 Venus Street
Monroe. NC 28112
Telephone Number: 704-296-5960 Fax Number: 704-296-5973
E-mail Address:
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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
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: School Site "D"
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 07 150 009
4. Location
County: Union Nearest Town: Weddington
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Monroe, take Hwy 84 E W
Turn right on Antioch Church Road, SR 1338 Continue on SR 1338 until in intersects with
Forest Lawn Drive. Site is approximately 963 feet northwest of intersection on North side of
Antioch Church Road. .
5. Site coordinates, if available (UTM or Lat/Long): 35° 03' 29" N 80° 43' 20" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 29.1 acres
7. Nearest body of water (stream/river/sound/ocean/lake): West Fork Twelvemile Creek
8. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httv://h2o.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: Onsite: Agricultural and wooded,
Offsite residential wooded and agricultural
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: This
project is the construction of a new elementary school for the Weddington area. The wetland
impact is the drive into the school building.
11. Explain the purpose of the proposed work: The purpose is to provide a new elementary
school for the Union County Public Schools System.
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.
None
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
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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: A minor road crossing for
school access and sewer and water utility lines crossing wetland area to service school.
Page 7 of 12
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream imp acts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

1 Grading, Fill,
and stone for
Road Culvert
140 UT West Fork
Twelvemile Creek
5
Intermittent

2 Temp.
Excavation for
sewer
15 UT West Fork
Twelvemile Creek
5
Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usQs.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 Permanent
15 Temporay
155 Total
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
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.
Water and eas service to the school will be parallel to the proposed access road. This avoids
additional impacts for this site. The sewer line will cross the wetland area close to perpendicular
to the creek This minimizes the length of impact for the sewer impact.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
None
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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 1.5
Total
• "Lone 1 extends out 30 feet perpendicular trom near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
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.
Sewage disposal for the school will via a gravity sewer line that will service a new subdivision
adjacent to the school site. The subdivision will be designed by others.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
Due to continued growth in this area there are few remaining parcels large enough to
accommodate a new school building.
t.,A 'FGc1j.-?,,L s 1
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
12
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1
MEMORANDUM
TO: John Dorney Regional Contact: Samar Bou-ghazale
Non-Discharge Branch WO Supervisor: Bex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name New Elementary School D County UNION
Project Number 02 0868 County2
Recvd From APP Region Mooresville
Received Date 3/10/03 Recvd By Region
Project Type commercial
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F12 Stream FT -@N 111-138 r C F-30,838. F- 155.00 ? 155.00
14 Stream O Y 9N r? F--?-F-- ?? F- F_ ?-
F___ F__ 77-0 _N F_ F__ F _F_ F_ F_ I r ?F_
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y (0 N Did you request more info? Q Y (0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y 0 N Recommendation: QQ Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 350329 Longitude (ddmmss) 804320
Comments:
The proposed construction for the New Elementary School will impact 140 feet of an intermittent
stream (one road crossing). Also, sewer construction will impact 15 feet of the same stream.
According to the consultant, Eddy MacEldowney, the previous application showed isolated welands
being present at the site. However, this site is located on a different parcel with no wetlands on site.
The impervious area for this project is 17.7 % according to Mr. MacEldowney. Therefore, no
stormwater management is needed. Pending review and approval by the wetlands group, jt is
recommended that NW 12 and NW 14 certifications be issued,
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney Regional Contact: Samar Bou-aha?zale
Non-Discharge Branch WO Supervisor: Bex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name New Elementary School D County UNION
Project Number 02 0868 County2
Recvd From APP Region Mooresville
Received Date 6/3/02 Recvd By Region
Project Type commercial
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 OTH O Y _0N F__ 11-138 F C ? 30,838. 0.09 224.82
BR F_ O Y Q N F--F-F-F-30,838. F-_ F--.
-OY ON -?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O ISSue/COnd O Deny
Provided by Region: Latitude (ddmmss) 300315 Longitude (ddmmss) 804329
Comments:
The applicant, Davis-Martin-Powell & Associates, Inc., wishes to withdraw the subject ag lication,
per letter (attached) to MRO dated July 12- 2002. Also, they have asked if the fees they paid could
be returned or creduted toward another pro jQct. No site investigation has been conducted by the
MRO. Please infrom us of your decision regarding the fees,
cc: Regional Off ice
Central Office
Page Number 1
Triage Check List
110? Project Name:
Date: , V C
DWQ#:
ry)
County:
l,?/?(c
To: ? . ARO Mike Parker ? WaRO. Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
MRO Mike Parker ? WSRO Cyndi Karoly (Central Office)
? RRO Steve Mitchell
From:
Telephone : (919) '-)3 - Z The file attached is being forward_ ed to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: i v--,j) MAC ,
(A )
L?(2? i

5?U',AF_
? t rA? a*""
'N? AFY
awe

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
218 Gatewood Avenue, Suite 102, High Point, NC 27262
- Phone: [phone] /Fax: [phone]/e-mail: [e-mail]
TRANSMITTAL LETTER Ate/
Date: March 6, 2003
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
v
Re: School D
(7? Job No. E-33
TFigQ04
i
r A'
C//O,r
We are sending you (X) attached O under separate cover the following items: L. t o h v-A
? Shop Drawings, ? Samples ? Copy of Letter
? Prints ? Specifications ? Other
? Plans ? Disk
# Copies Drawin # Description Disposition
7 Completed PCN For approval
7 Applicable Construction Plans
1 Check for $475.00
Remarks:
By:
y uffey, I
c: File
:Davc-??.at?
[Fwd: Sun Valley HS/MS#020863]
Subject: [Fwd: Sun Valley HS/MS#0208631
Date: Tue, 16 Jul 2002 12:30:12 -0400
From: Samar Bou-Ghazale <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: [e-mail]
Cyndi, please note that Sun Valley HS/MS # 020863 was not the projetc to
be put on hold indefinitely. The project to be put on hoed indefinitely
fs '"Blew Elementary School D" vir6 ect "No. 02-09,68. Sorry
Samar Bou-Ghazale - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
Subject: Re: Sun Valley HS/MS#020863
Date: Fri, 12 Jul 2002 11:39:10 -0400
From: Samar Bou-Ghazale <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: Cyndi Karoly <[e-mail]>
'Al
i
Cyndi,
Jay Guffey with Davis-Martin-Powell & Assciats, Inc. sent me a fax (which I
forwarded to Todd this morning) asking us to put this application on hold
indefinitely.
Thanks
Cyndi Karoly wrote:
> Hi Mike, Samar and Alan.
> Below is this week's 401 Tracking Notice for the Mooresville Regional
> Office. The Central Office has not received your recommendations for
> these projects as of June 26, 2002. if you have not received any
> application, please let me know and I will fax it to you. Please take
> note of the date received in the Central Office and the 60-day clock
> projection. If we do not have your comments by two weeks before the
> clock expires, we may have to prepare the 401 without incorporating your
> comments, in order to avoid waiving the 401. Two weeks from today, the
> application will be forwarded to the appropriate Central Office staff
> member (Todd St. John ) if we do not have Regional Office comments by
> then. The CO staff will then consult you if time allows and make a
> recommendation on the 401 to John Dorney.
> TRACKING:
> 401 Applications:
> DWQ No. Project County Permit Type Received Expires
> 02-0863 Sun Valley HS/MS, Shiloh ES, Union Co., NW 14
> 5131102 7129102
> 02-0772 Albemarle Greenway Park, Stanly Co., NW 14 5117102
> 7/15/02
> 02-0768 North Davidson St. Channel, Mecklenburg Co., NW 27
> 5116102 7114102
1 of 3 7/16/02 12:33 PIS
[Fwd: Sun Valley HS/MS#0208631
> Please use the staff recommendation sheet in Filemaker Pro, and then
> notify me that the report has been filed. My e-mail address is
> [e-mail] or you can call me at 919-733-9721.
> There is one tardy project for your region this week, listed on the
> attachment. I've passed this file along to Todd, who will probably
> force you to change all of Robbie's poopie diapers for a month if he
> doesn't get a staff report soon.
> Thanks very much for your attention.
> ------------------------------------------------------------------------
> Name: Tardy Projects.doc
> Tardy Projects.doc Type: Winword File (application/msword)
> Encoding: base64
> Download Status: Not downloaded with message
Samar Bou-Ghazale - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
Samar Bou-Ghazale <[e-mail]>
Environmental Engineer I
NC DENR - Mooresville
Div. of Water Quality
Samar Bou-Ghazale <Samar.Bou-Ghazale Ca) ncmail.net>
Environmental Engineer I
NC DENR - Mooresville
Div. of Water Quality
243 7/16/02 12:33 PM
DMP PAGE 01
97/12/2907 18:34 3368964458
DAVI&M'ARTIN-POWELL. & ASSOCIATES, INC.
ENaMppRINIM . LAND PLANNING - SURVEYING
218'00w3od AVOW, ltuft 102, No P!dnr, NC 27M
Phont: (936)886 ?d11 l fmiri [phone] / e-MWt: ding 4*np-inr-
FAX COVER SHEET
Dade & Time July 12, am Project No. EWA
Project N6rrie' New EfemM9r+t Y MhQOlV
Denver To Gamer Bpu-gtlezw Fox No. 704-603-6040
Company North Carolina DENR
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Comma Mr, DwShUM, in Union County North OwIln has bean
The I MM E161rtirWY gOhool "D" pro" i the 401 We1+er 4wd Y
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Gerblk?don. Thank you.
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PLEASE ADVISE iF yoU DO NOT RECEIVE ALL OF THE PAGES!
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Triage Check List
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Date: q
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To: ?RR• Steve .
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?FRO Ken Averitte DWQ Project Numt=r ?_= ©7J?CJ Q
?WaRO Deborah Sawyer
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County
?WiRO Joanne Steenhuis
L_ WSRO Jennifer Frye
L ;AR'J Mike Parker
1 O Pete Iwell
From: ---Telephor (919) _/ -
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application me-:ings?
Cumulative impact concerns
? he f !e attached is being forwarded to you for your evalu2__-7. Pleasc call if you net:d
s- :nce.
? Stream length impacted
? Stream determination
f i Vetland determination and distance to blue-line surace waters on USGW topo snaps
r
minimization!avoidance issues
puffer Rules (Neuse, Tar-Pamilco, Catawba, Rand?e_ -an)
I __J Pond fill
f_l Mitigation Ratios
Ditching
Comments M Ae""_ ajy\ -- -----
_ -- --- ??' -- - r
a 3 2002
Office Use Only: Formw?e?p, J r I; y Cr P
USACE Action ID No. DWQ No. 0 2 11 A PO
(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
2. Nationwide, Regional or General Permit Number(s) Requested: NWP. 39
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: DAVE BURNETTFACILITIES PLANNER
Mailing Address: UNION COUNTY PUBLIC SCHOOLS
201 VENUS STREET
MONROE NC 28112
Telephone Number: 704-296-5960
E-mail Address:
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: NOT APPLICABLE
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number: 704-296-5973
Fax Number:
Page 5 of 12
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: NEW ELEMENTARY SCHOOL D
2. T.I.P. Project Number or State Project Number (NCDOT Only): NOT APPLICABLE
3. Property Identification Number (Tax PIN): 07-150-009
4. Location
County: UNION Nearest Town: WEDDINGTON
Subdivision name (include phase/lot number): NOT APPLICABLE
Directions to site (include road numbers, landmarks, etc.): FROM MONROE, TAKE
WEDDINGTON ROAD, (HWY 84 W). TURN RIGHT ON ANTIOCH CHURCH ROAD,
CONTINUE ON ANTIOCH CHURCH ROAD UNTIL IT INTERSECTS FOREST LAWN
DRIVE. SITE IS ON THE LEFT
5. Site coordinates, if available (UTM or Lat/Long): 300 03' 15"N 800 43'29" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 24.96 AC
7. Nearest body of water (stream/river/sound/ocean/lake): UT TWELVEMILE CREEK
8. River Basin: CATAWBA RIVER BASIN
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.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: FARMLAND, RURAL SINGLE FAMILY DWELLINGS
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: A NEW
ELEMENTARY SCHOOL IS PROPOSED ON THIS SITE. TYPICAL CONSTRUCTION
EQUIPMENT WILL BE USED, BACKHOE, BULLDOZER, PAN, ETC.
11. Explain the purpose of the proposed work: THE PURPOSE IS TO BUILD A NEW
ELEMENTARY SCHOOL
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.
NOT APPLICABLE
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.
NOT APPLICABLE
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: GRADING AND FILL MATERIAL
WILL BE PLACED IN WETLANDS. LOCATION OF BUILDING WAS RESTRICTED
BY POWER LINE RIGHT OF WAY AND ROAD SETBACK REQUIREMENTS
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
A GRADING 0.08 NO 485 ISOLATED WOODED
A FILL 0.08 NO 485 ISOLATED WOODED
B GRADING 0.007 NO 439 ISOLATED WOODED
B FILL 0.007 NO 439 ISOLATED WOODED
C GRADING 0.003 NO 231 ISOLATED WOODED
C FILL 0.003 NO 231 ISOLATED WOODED
* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.7 AC
Total area of wetland impact proposed: 0.09 AC
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
STREAM C GRADING 224,82 UT TWELVEMILE
CREEK 4 UNIMPORTANT
INTERMITTENT
STREAM C FILL 224.82 UT TWELVEMILE
CREEK 4 UNIMPORTANT
INTERMITTENT

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma2guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 224.82
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.
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.): NOT APPLICABLE
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NOT APPLICABLE
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
BUILDING SITE WAS RESTRICTED BY DUKE POWER RIGHT OF WAY AND ROAD
SETBACKS
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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, available at
ht!p://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
NOT APPLICABLE
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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
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
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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 1.5
Total
* Zone 1 extends out 3U feet perpendicular trom near bank of channel; Gone l extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
XII. Sewage Disposal (DWQ Only)
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.
WASTEWATER WILL BE PUMPED VIA A FORCE MAIN TO AN EXISTING UNION
COUNTY PUBLIC WORKS SANITARY SEWER LINE
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
V tl?_ '1 5 - 23 (:>2
Applicant/ ue Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
r
Carolina Wetland Services

Jurisdictional Delineation Report
and Request for Verification
Antioch Church Road/Forest Lawn Drive Project
Weddington, North Carolina
CWS Project No. 2002-0199
May 29, 2002
For:
Union County Public Schools
c/o Davis-Martin-Powell & Associates, Inc.
218 Gatewood Avenue, Suite 102
Highpoint, North Carolina 27262
1 Contact: Mr. Eddie Maceldowny
[phone]
528 East Boulevard, Suite 101 • Charlotte, NC 28203 • [phone] Office • [phone] Fax
? ??? www.carolinawetiandservices.com
.i 1
Antioch Church Road/Forest Lawn Drive Project May 29, 2002
Jurisdictional Delineation Resort and Renuest for Verification Proiect No. 2002-0199
Table of Contents
Executive Summary ......................................................................................................................... 1
Introduction ...................................................................................................................................... 2
Methods ........................................................................................................................................... 2
Results .............................................................................................................................................. 3
Request for Verification ................................................................................................................... 4
List of Attachments
Attachment A - Request for Jurisdictional Determination Form
Attachment B - Figure 1. USGS Site Location Map
Attachment B - Figure 2. Soil Survey Map
Attachment B - Figure 3. Jurisdictional Boundary Map
Attachment C - USACE Intermittent Channel Evaluation Forms
Attachment D - NCDWQ Stream Classification Forms
Attachment E - Routine Wetland Determination Forms
Attachment F - Representative Photographs
i
Antioch Church Road/Forest Lawn Drive Project May 29, 2002
Jurisdictional Delineation Report and Reauest for Verification Project No. 2002-0199
Executive Summary
A Request for a Jurisdictional Determination Form has been included with this report and is
attached as Attachment A. The Antioch Church Road/Forest Lawn Drive Project is located in
Weddington, North Carolina (Attachment B - Figures 1 and 2). This property is approximately 80
acres in size, however, only approximately 30 acres of this parcel are being considered for the
development of an Elementary School by Union County Public Schools. Davis-Martin-Powell &
Associates, Inc. (DMP&A) has retained Carolina Wetland Services, Inc. (CWS) to perform a
wetland delineation and USACE verification for this project. DMP&A is preparing the permit
application and wetland boundary survey pursuant to a Nationwide Permit. The results of the on-
site field investigations conducted by CWS on April 5 and 14, 2002, indicate that there are five
jurisdictional wetland areas (Wetlands A, B, C, D, and E), two jurisdictional stream channels
(Streams B and C) and one non jurisdictional feature (Channel A) on the property (Attachment B -
Figure 3). Delineated jurisdictional areas were flagged in the field and surveyed. Davis-Martin-
Powell & Associates, Inc. has included this survey under separate cover.
^5
1 ?
Antioch Church Road/Forest Lawn Drive Project May 29, 2002
Jurisdictional Delineation Report and Request for Verification Project No. 2002-0199
Introduction
The 80-acre Antioch Church Road/Forest Lawn Drive Project is located in Weddington, North
Carolina, just southeast of the Mecklenburg-Union County line (Attachment B - Figures 1 and 2).
The site is generally situated between Weddington-Matthews Road and Antioch Church Road in
the southern quadrant of their intersection. A parcel of approximately 30 acres is being
considered as the site of a proposed Elementary School by Union County Public Schools, and was
investigated by CWS. The site is comprised of undeveloped land that is primarily open with
wooded drainages. The surrounding area generally consists of agricultural land and undeveloped
woodland.
Methods
On April 5 and 14, 2002, CWS's Gregory Antemann and Andrea Hughes delineated on-site
jurisdictional waters of the U.S. 1 within the project area (Attachment B - Figure 3). Delineated
jurisdictional areas were flagged in the field and surveyed. Davis-Martin-Powell & Associates, Inc.
has included this survey as a separate package. Jurisdictional wetlands were delineated on-site
using the U.S. Army Corps of Engineers (USACE) - Routine On-Site Determination Method. This
method is defined in the 1987 Corps of Engineers Wetlands Delineation Manual.z Data sheets
representative of the on-site wetland areas have been included as Attachment E.
Jurisdictional waters of the U.S. were classified according to recent North Carolina Division of
Water Quality (NCDWQ)3 and USACE guidance. The NCDWQ Stream Classification Form
includes a qualitative review of channel characteristics, and sampling with a D-shaped dip net at
various segments of on-site jurisdictional stream channels when appropriate. The NCDWQ
stream classification provides insight into the quantity and type of mitigation that will be required
for impacts. The USACE Intermittent Channel Evaluation Form classifies a stream channel as
either perennial, important intermittent (providing a function to aquatic resources), or
unimportant intermittent (not providing a function to aquatic resources).
1 "Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all
interstate waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
' North Carolina Division of Water Quality Stream Classification Method. Version 2.0. 1999.
2
f 1 ?1 r
Antioch Church Road/Forest Lawn Drive Project May 29, 2002
Jurisdictional Delineation Report and Request for Verification Protect No. 2002-0199
Results
The results of the field investigation indicate that there are five jurisdictional wetland areas
(Wetlands A, B, C, D, and E), two jurisdictional stream channels (Streams B and C), and one
non jurisdictional stream channel (Channel A) within the project area (Table 1). On-site
jurisdictional waters of the U.S. are unnamed tributaries to West Fork Twelvemile Creek, which
is part of the Catawba River basin. West Fork Twelvemile Creek is rated "Class C Waters" by
the NCDWQ.
Table 1. Summary of On-Site Jurisdictional Areas
Jurisdictional Area Classification Approximate
Acreage ac. Approximate
Length
Channel A Non jurisdictional N/A N/A
Stream B Perennial N/A 2071f
Stream C Unimportant Intermittent 0.01 ac. 225 if
Wetland A Linear Wetland 0.08 ac. N/A
Wetland B Linear Wetland 0.007 ac. N/A
Wetland C Linear Wetland 0.003 ac. N/A
Wetland D Mafic Depression 0.21 ac. N/A
Wetland E Forested Wetland 0.10 ac. N/A
Total 0.41 ac. 432 If
Wetlands A, B,C, and E are located along the western boundary of the project site. These areas
are approximately 0.2 acre in size. Hydric soil indicators, evidence of wetland hydrology, and a
dominance of hydrophytic vegetation were observed at the time of the field investigation. A
photograph of Wetland A is included as Attachment F - Photograph A. Data points
representative of the upland/wetland boundary for Wetlands A, B, C, and D are attached as
(Attachment E - DP 1 and DP2).
j Wetland D is a mafc depression located in the center of the project site. This wetland is
approximately 0.21 acre in size. Hydrophytic vegetation observed within Wetland D includes
black willow (Salix nigra), soft-stem rush (Juncus effusus), and willow oak (Quercus phellos).
Gleyed soils and standing water were also present on the day of the field investigation. A
photograph of Wetland D is included as Attachment F - Photograph B. Data points
3
' Antioch Church Road/Forest Lawn Drive Project May 29, 2002
Jurisdictional Delineation Reoort and Request for Verification Project No. 2002-0199
representative of the upland/wetland boundary for Wetland D are attached as (Attachment E -
DP3 and DP4).
Channel A is located down gradient from Wetland I). This feature lacked sinuosity, a continuous
bed and bank, and flow on the day of the field investigation (Attachments C and D - SCP 1). In
addition, there was a strong presence of rooted vegetation (fescue) within the channel bed. This
channel scored 8.5 points out of a possible 71 points on the NCDWQ Stream Classification Form
and appears to be non jurisdictional based on this assessment. This feature was neither flagged
in the field nor surveyed.
Stream B flows south for approximately 207 linear feet from Wetland E. This channel was
evaluated to be perennial based on flow in the channel, the adjacent floodplains and wetland, and
a moderate presence of green algae (Attachments C and D - SCP2). This channel scored 27.5
points out of a possible 71 points on the NCDWQ Stream Classification Form. A photograph of
this Stream B is included as Attachment F - Photograph A.
Stream C flows south across the site and connects Wetlands A, B, and C. This channel had no
j flow at the time of the field investigation and exhibited rooted vegetation growing within its bed.
Stream C has an average ordinary high water width of two-feet and is approximately 225 linear
feet in length (0.01 acre). This feature was evaluated to be an unimportant intermittent channel.
This channel scored 18.5 points out of a possible 71 points on the NCDWQ Stream Classification
Form (Attachments C and D - SCP3).
Request for Verification
Proposed development of this site consists of filling and grading the property for development as an
Elementary School for Union County Public Schools. A copy of the Wetland Boundary Survey and
a Pre-Construction Notification prepared by Davis-Martin-Powell & Associates, Inc. are being sent
under separate cover.
4

Antioch Church Rosd/Porest Lawn Drive Project May 29,1002
Jurisdictionjil Delineation Report and Reauest for Veriflcation Protect No. 2001:0199
Y

Attachment A - Request for Jurisdictional Determination Form

V4.
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: May 29, 2002
COUNTY Union County North Carolina TOTAL ACREAGE OF TRACT 30 acres
PROJECT NAME (if applicable) Antioch Church Road/Forest Lawn Drive Project
PROPERTY OWNER/AGENT (name, address and phone):
Union County Public Schools
?/4 Davis-Martin-Powell & Associates Inc.
218 Gatewood Avenue Suite 102
Highpoint, North Carolina 27262
POC: Mr. Eddie Maceldownv
336-886-4821
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services Inc.
528 East Blvd., Suite 101
Charlotte, NC 28203
POC: Gregory C. Antemann P W S
704-377-1822
STATUS OF PROJECT (check one):
r' ( ) On-going site work for development purposes
(X) Project in planning stages
(Type of project: Construction of an elementa school)
( ) No specific development planned at present
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS Site Location Map (Attachment B -Figure 1)
(X) NRCS Soil Survey Map (Attachment B - Figure 2)
(X) Approximate Jurisdictional Delineation Field Map (Attachment B - Figure 3)
(X) USACE Intermittent Channel Evaluation Forms (Attachment C)
(X) NCDWQ Stream Classification Forms (Attachment D)
(X) Routine On-Site Data Form (Attachment E)
(X ) Representative Photographs (Attachment F)
Signature of Property Owner or
Authorized Agent

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Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Matthews, North Carolina quadrangle, dated 19%.
'I Carolina Wetland Services Figure i. USGS Site Location Map
j )! 528 East Blvd., Suite 101 Antioch Church Road/Forest Lawn Drive Project
Charlotte, North Carolina 28203 Weddington, North Carolina
CWS Project No. 2002-0199
PREPARED BY DATE CHECKED BY DATE
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Approximate Scale 1" = 2000'
Reference: Union County Soil Survey, Shect No. 12, dated 1990..
i
Carolina Wetland Services Figure 2. NRCS Soil Survey
528 East Blvd., Suite 101 Antioch Church Road/Forest Lawn Drive Project
Charlotte, North Carolina 28203 Weddington, North Carolina
CWS Project No. 2002-0199
PREPARED BY DATE CHECKED BY DATE
fit q/71a? 6'.C-4 1 q -((.ate
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELIENATED (FLAGGED) IN THE FIELD BY CAROLINA WETLAND SERVICES, INC. ON APRIL 16, 2002.
CWS ]`'LAGGED THE JURISDICTIONAL AREAS WITH WHITE AND RED STRIPED SURVEYOR'S FLAGGING.
i 1 \? \
1
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I ,I \\ a" \ Carolina Wetland Services

)WER
SSION
IM19'
JRE N
1
i 1
528 East Blvd., Suite 101
\\ , ,, ? ? ( Charlotte, North Carolina 28203
I'
\ 'REFERENCE: SITE PLAN PROVIDED BY TITAN ATLANTIC GROUP, DATED APRIL 8,
\\\? \ 2002.
\ \ Figure 3. Delineation Field Map
\\ Antioch Church Road/Forest Lawn Drive Project
rt1 Weddington, North Carolina
?\ 26 CWS Project No. 2002-0199
\ k ` PREPARED BY DATE CHECKED DATE
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Antioch Church Road/Forest Lawn Drive Project
Jurisdictional Delineation Report and Reauest for
tom.. ,.

,..,

INTERMITTENT CHANNEL
EVALUATION FORM
Non-jurisdictional Channel A - SCP1
ACTION ID: APPLICANT NAME Union County Public Schools DATE: 4/5/2002
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.):still in planning stages
WATERBODY/RIVER BASIN: West Fork Twelvemile Creek/ Catawba River Basin COUNTY/CITY: Union/Weddington
RECENT WEATHER CONDITIONS: sunny, 60% rain within last 60 hours
P SP NP Observation Comments or Descri lion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Arnphibians Present/13 reeding
X Algae And/Or Fungus water quality function)
X Wildlife Channel Use i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated with grasses

X Channel Substrate
i.e. ravel, cobble, rock, coarse sand)
X Riparian Canopy Present SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel
X Wetlands Adjacent to/Conti uous with Channel (Discontinue) Wetland D
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h is Vegetation in/adjacent to channel
Important To Domestic Water Supply?
Does Channel Appear On A Quad Or S
Determination:
? Perennial Channel (stop)
? Intermittent Channel (proceed)
® Ephemeral Channel (no jd)
? Ditch Through Upland (no jd)
Y/©
oils Map? Y / NO Approx. Drainage Area: Approximately 30 Acres
? Important Channel: N/A LF PROJECT MGR. Initials
? Unimportant Channel: N/A LF
(attach map indicating location of important/unimportant channel)
Evaluator's Signature: vlo7
C
P=Present SP=Strongly Present NP=Not Present e ry C. Antemann, PWS
Im
INTERMITTENT CHANNEL
EVALUATION FORM
Perennial Stream B - SCP2
ACTION ID: APPLICANT NAME Union County Public Schools DATE: 4/5/2002
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): still in planning stages
WATERBODY/RIVER BASIN: West Fork Twelvemile Creek/ Catawba River Basin COUNTY/CITY: Union/Weddington
RECENT WEATHER CONDITIONS: sunny. 60', rain within last 60 hours
P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians PresentfBreeding
X AI ae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure Weak
X Stable Streambanks

X Channel Substrate
i.e, ravel, cobble, rock, coarse sand)
Coarse sand
X Ri arian Canopy Present (SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Stricture
X Flow In Channel OHW = 2-4'
X Wetlands Adjacent to/Conti uous with Channel (Discontinue) Flows through Wetland BB
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h is Vegetation in/adjacent to channel Juncus a sus, Safix nigra
Important To Domestic Water Supply?
Does Channel Appear On A Quad Or S
Determination:
® Perennial Channel (stop)
? Intermittent Channel (proceed)
? Ephemeral Channel (no jd)
? Ditch Through Upland (no jd)
Y/©
oils Map? O/ N Approx. Drainage Area: Approximately 50 Acres
® Important Channel: 207 LF PROJECT MGR. Initials
? Unimportant Channel: LF
(attach map indicating location of important/unimportant channel)
Evaluator's Signature: C.
P=Present SP=Strongly Present NP=Not Present e ry C. Antemann, PWS

INTERMITTENT CHANNEL
EVALUATION FORM

Unimportant Intermittent Stream C - SCP3
ACTION ID: APPLICANT NAME Union County Public Schools DATE: 4/5/2002
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): still in planning stages
WATERBODY/RIVER BASIN: West Fork Twelvemile Creek/ Catawba River Basin COUNTY/CITY: Union/Weddington
RECENT WEATHER CONDITIONS: sunny, 60% rain within last 60 hours
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated

X Channel Substrate
i.e. ravel, cobble, rock, coarse sand)
Coarse sand
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel OHW = 2'
X Wetlands Adjacent to/Conti uous with Channel (Discontinue) Flows through wetlands
N/A Persistent Pools/Saturated Bottom (.tune thru Sept.)
N/A See s/Groundwater Discharge (June thni Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h is Ve etation in/adjacent to channel Juncus a usus, Salix ni ra
i 9! 9 -o
Approx. Drainage Area: Approximately 25 Acres
? Perennial Channel (stop) ? Important Channel: 225 LF PROJECT MGR. Initials
® Intermittent Channel (proceed) ® Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
Important To Domestic Water Supply? Y /
Does Channel Appear On A Quad Or Soils Map? Y / NU
Determination:
? Ditch Through Upland (no jd)
P=Present SP=Strongly Present NP=Not Present
Evaluator's Signature: ?,t C.
Gr ry C. Antemann, PWS
,
Antioch Church Road/Forest Lawn Drive ProjectMay
29, 0002
Jurisdictional i n Report andRe " r Ve iticon r
1
k
t
!
t
4l
Attachment D — NCDWQ Stream Classification Forms
_
r
I
i
r;
,

NCDWO Stream Classification Form Non-jurisdictional Channel A - SCPI Andrea L. Hughes
Project Name: Antioch Church Rd/Forest Lane Dr. River Basin: Catawba County: Union Evaluator: pre go C. Antemann P WS
DWQ Project Number: Nearest Named Stream: West Fork Twelvemile Creek Signature:
Date: 4/5/2002 USGS QUAD: Matthews. NC Longitude: W80°43'25" Latitude: N35*3' 11" 'r
Location/Directions: From Charlotte take US-74 East and bear right on Sam Newell Road for approximately 1.5 miles Continue on Trade Street for
approximately 1.5 miles. Bear right on Weddington Road which turns into Matthews-Weddington Road The intersection with Antioch Church Road
is approximately 0.5 mile after the name change.
*PLEASE NOTE: /f evaluator and landowner agree that the feature Is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the -
feature is a manmade ditch and not a modtjled natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
Geomorpholo2v Ab ent Weak at tron
1) Is There A Riffle-Pool Seauence? 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
H Hydrology Absent Weak Moderate hon
1) Is There A Groundwater
F1Qw1i2ischar¢e Present? 2
PRIMARY HYDROLOGY INDICATOR POINTS: 0
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0
® 1
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS:I
11. Hydroloev Absent
Weak Moderate
trove
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5
0 0.5
0
I Sediment On Plants r Debris) Present? 0.5 1 1
3) Are Wrack Lines Present? 0.5 1 13
4) Is Water In Channel And >48 Hrs. Since
Last Known Rain? N T : 1 Ditch Indicated in #9 Above Ski This Ste And S Below* 0.5 t 1.5
5) Is There Water In Channel During Dry
Conditions Or In Growing Seasonh 0.5 1 1.5
61 Are Hvdnc Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. N0=0
SECONDARY HYDROLOGY INDICATOR POINTS: _ 2.5

-
1) Am Mh
Present? -1-rate iron
21 Are
i Present9 0.5 1 1.5
3) Are iAouaticTurtles Present" 1 I
4) Are Crayfish Present? 0.5 1
5
5) Are Macrobonthos Present? .
0.5 1.5
A xi ' 'n Bacteria/Fungus se t? 0.5 1 1.5
Is Filamentous 1 ae Present? 0.5 1 1
a) Are weuana Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: 0761al Absence OJAII Plants In Streambed 2 1 0.75 0.5 ® 0
As Noted Above Skip This Std UNLESS I FPresent'),
SECONDARY BIOLOGY INDICATOR POINTS: 0
TOTAL POINTS (Primary + Secondaryl= 8.5 7fGreater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE.* lf&gd & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Mao And/Or In Field) Present? Yes=3 NOA
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 2
PRIMARY BIOLOGY INDICATOR POINTS. 3
NCDWO Stream Classification Form Perennial Stream B - SCP2 Andrea L. Hughes
Project Name: Antioch Church Rd/Forest Lane Dr. River Basin: Catawba County: Union Evaluator: Gregory C. Antemann, PWS
DWQ Project Number: Nearest Named Stream: West Fork Twelvemile Creek Signature
:'?r "'!7 ?•
Date: 4/5/2002 USGS QUAD: Matthews, NC Longitude: W80a43'25" Latitude: N35'3'11"
Location/Directions: From Charlotte take US-74 East and bear right on Sam Newell Road for approximately 1.5 miles. Continue on Trade Street for
approximately 1.5 miles Bear right on Weddington Road which turns into Matthews-Weddington Road The intersection with Antioch Church Road
is approximately 0.5 mile after the name change
"PLEASE NOTE: If evaluator and landowner agree that the feature Is a man-made ditch, then use ofthis form is not necessary. Also, If in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modiJled natural stream-this ratirng .system should not be used"
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak oderate Strong
1) Is There A Riffle-Pool Sean ence? 0 I 3
2) Is The USDA Texture In Streambed

51 N There An Active (Or Relicl
lI Hydroloey Absent Weak Moderate Strone
e 3 1) Is There A Groundwater
Flow/Discharge PfeseTt? 0 l 3
PRIMARY HYDROLOGY INDICATOR POINTS: 2
III Biology Absent W ak Moderate Strong
1) Are Fibrous Roots Present In
i.:.
i Are 4 Bivalves Present? 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
e m oQryholopy Absent Weak Moderate Strong
i 11 Is There A Head Cut Present In Channel? 0 5 1 15
21 Is There A Grade Control Point In Channel? 0 If? 1 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0
1(?
1
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 1
11, ydroloey Absent
Weak
Moderate
Strone
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5
0
0.5
0
i;
2 [ Sediment On Plant r Debris Present? 0
0.
in
I.
3) Are Wrack Lines Present? 0 0.5 1.5
4) Is Water In Channel And>48 Hrs. Since 0
Last Known Rain? WOTE: I Ditc Indicated In #9.4bov Ski This Step And #S Below' 0.5 1 1.5
5) Is There Water In Channel During Dry 0
Conditions In Growing Season)? 0.5 1 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes-1. No=o
SECONDARY HYDROLOGY INDICATOR POINTS. 5.5

1) Are Fish Present) - n,
0.5 1 1.5
2) Are Amt)hibians Present" 0. I
3) Are Aquat cTurtles Present?
1
0.5 1.5
4) Are Crayfish Present? 0.5 1.5
5) Arc Macrobcnthos Present? 0.5 1 I
6) Are Iron Oxidizing Bactcria/Fungus resent? 0. 1 I
7) Is Filamentous Algae Present? 0 0.5 Ill 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(' NOTE: If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skin This Step UNLESS SAV PresenN).
SECONDARY BIOLOGY INDICATOR POINTS: 1
S ream ed? 2 1
2 Are Plants Rwted Present In Streambed? 2 1 0
3) Is Perivhyton Present? 1 2 3

TOTAL POINTS (Primary + Secondary)-- 27.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
('NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0')
10) Is A 2°d Order Or Greater Channel (As Indicated
On Tooo Man And/Or In Field) Present? Yes=3 No=R
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 12

NCDWO Stream Classification Form Unimportant Intermittent Stream C - SCP3 Andrea L. Hughes
Project Name: Antioch Church Rd/Forest Lane Dr. River Basin: Catawba County: Union Evaluator: Gregory C. Antemann. PWS
DWQ Project Number: Nearest Named Stream: West Fork Twelvemile Creek Signature: Q --
?+"f
Date: 4/5/2002 USGS QUAD: Matthews. NC Longitude: W80°43'25" Latitude: N35a3'11".
Location/Directions: From Charlotte take US-74 East and bear right on Sam Newell Road for approximately 1.5 miles. Continue on Trade Street for
approximately 1.5 miles. Bear right on Weddington Road which turns into Matthews-Weddington Road. The intersection with Antioch Church Road
IS approximately 0.5 mile after the name change.
*PLEASE NOTE: If evaluator and landowner agree that the fsmure is a non-made ditch, then use aJ'this farms is not necessar3. Also, ijin the hest professional Judgement of the nmluaair, the
feature is a non-node Birch and not a modified natural stream-this rating.systeul.should not be used*
r. Primary Field Indicators: (Circle One Number Per Line)
Geontornholopry Absent Weak Moderate tron
1) Is There A Riffle-Pool Sentience? I 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
f ?s
II. HvdroloEy Absent Weak Moderate Strong
1) is There A Groundwater
Flow/Discharge Present? ® 1 2 3
PRIMARY HYDROLOGY INDICATOR POINTS. 0
Secondary Field Indicators: (Circle One Number Per Line)
1) Is There A Head Cut Present In Channe19 0 5 I 1.5
2) Is There _A Grade Control Point In Channel? 0 ® 1 1.5
3) Does Topography Indicate A
Natural Drainage Way9 0 ® 1 1,5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 1
(I. Hydroloev Absent Weak Moderate Stron
1) Is This Year's (Or Last's) Leaflitler
4) Is Water In Channel And >48 Hrs. Since ® 0.5 1 1.5
5) Is There Water In Channel During Dry 0 I 1.5
Conditions r In Growing Sea i
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? des-1 No 0
SECONDARY HYDROLOGY INDICATOR POINTS: 5
rrr Ili ..1..
-- - - -'
1) Are Fish Present? can
0.5 Iviouerare . rron
I 15
2 Are Amphibians Present') 0.5 I 1.5
3) Are AguaticTurtles resent? 0.5 I 1,5
4) Are Crayfish Present'? 0.5 15
5) Are act t res nl? 0.5 5
6) Are Iron xi i i B eria/F t t Pre en o 0,5 I 1.5
7) Is Filamentous ae Present) 0.5 1 L5
aJ t+re wenana rlants in Wreanibed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
NOTE: IJ7otal Absence (Y'All Plants In Sireanrbed 2 1 0.75 0 0
As Noted Above Skin This Step UNLESS SAI%Presenl*)
SECONDARY BIOLOGY INDICATOR POINTS: 0.5
TOTAL POINTS (Primary +Secondary)= 18.5 /IJGreater Than Or Equal To 79 Polrits TIle Stream Is At Least Intermittent)
M(* TE• If Bed ct, Hank C aitml By Ditching And WITHOUT Sinuosity Then Score 0*)
10) Is A 2id Order Or Greater Channel (As Indicated
On Topo Mao And/Or In Field) Present? Yes=3 No--R
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 10
PnIMAICY 61ULUGY INDICATOR POINTS: 2
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Antioch Church Road Site Date: 04/16/02
Applicant/Owner: Union Coun Public Schools County: Union
Investigator: Gre Antemann & Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes
aNo Plot ID: DPI
If needed, explain on reverse.) I
VEGETATION
Dominant Plant Species
1. Rosa palustris Stratum Indicator
shrub OBL Dominant Plant Species Stratum Indicator
9.
2. Juncuseffusus herb FACW+ 10.
3. Liriodendron tulipifera tree FACU 11.
4. Salix nigra tree OBL 12.
5. Boehmeriacylindrica herb FACW+ 13.
6. Carex sp. herb 14.
7. 15.
8• 16.
Percent of Dominant Species that are OBL, FACW or FAC
80%
Remarks:
More than 50% of the dominant
plant species are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 3" (in.) X FAG-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present.
Routine Wetland Determination Page 1 of 6 5/29/2002

SOILS
Map Unit Name
(Series and Phase): Applinia sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic T is Kanha ludults Confirm Mapped Type? Yes No

Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 2.5Y 6/2 10Yr 4/6 prominent silt loam
common
_ 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 (Inclusions)
_ Reducing Conditions
X Gleyed or Low-Chroma Colors
_ _ Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
Hydric soil indicators are p resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? es No ® (Circle)
Hydric Soils Present? es No Is this Sampling Point Within a Wetland? No
Remarks:
Data point represents a jurisdictional wetland area
Approved by HQUSACE 2/92
Routine Wetland Determination Page 2 of 6
5/29/2002
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Antioch Church Road Site Date: 04/16/02
Applicant/Owner: Union County Public Schools County: Union
Investigator: Gre Antemann & Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
If needed, explain on reverse.) I
VEGETATION
Dominant Plant Species
1. Acer rubrum
2. Liquidambar styracii lua
3. Toxicodendron radicans Stratum Indicator
tree FAC
tree FAC+
vine FAC Dominant Plant Species Stratum indicator
9.
10.
11.
4. Ligustrum sinense shrub FAC 12.
5. Vitis rotundifolia vine 13.
6. Lonicerajaponica vine FAC- 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
80%
Remarks:
More than 50% of dominant
plant species are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
Water Marks
_
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydroloi!y are not present
Routine Wetland Determination Page 3 of 6 5/29/2002

(?

?, ,

.?. ? _
i?
UN
E,
SOILS
Map Unit Name
(Series and Phase): App11nLr sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic T is Kanha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10 YR 4/2 N/A N/A clay loam
_. 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 (Inclusions)
Reducing Conditions _ Listed on National HydriaSoils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Indicators of hvdric soils are not present
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
This data point represents a non-jurisdictional upland area
WETLAND DETERMINATION
Approved by HQUSACE 2192
Routine Wetland Determination Page 4 of 6 5/29/2002
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Antioch Church Road Site Date: 04/16/02
Applicant/Owner: Union County Public Schools County: Union
Investigator: Gregg Antemann & Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: wetland
Is the site significantly disturbed (Aty pical Situation)? Yes (E) Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP3
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. _Quercus phellos tree FACW- 9.
2. Salix nigra tree OBL 10.
3. Juncus effusus herb FACW+ 11.
4. Ulmus rubra tree FAC 12.
5. Liquidambar styraciflua tree FAC+ 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of the dominant plant species are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: _
_ Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: 1" (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present
Routine Wetland Determination Page 5 of 6 5/29/2002
,a
'.-TOI 19
Map Unit Name
(Series and Phase): Helena fine sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0_6 A 5Y 5/2 10YR 5/6 Prominent clay loam
6-12 B 5Y 5/2 10YR 5/6 Common sandy loam
Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
X Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
H dric soil indicators are resent.
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Ye No (Circle)
Hydric Soils Present? Ye No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data Point represents a iurisdictional wetland area
WETLAND DETERMINATION
Approved by HOUSACE 2/92
Routine Wetland Determination Page 6 of 6 5/29/2002
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Antioch Church Road Site Date: 04/16/02
Applicant/Owner: Union Coun Public Schools County: Union
Investigator: Gregg Antemann & Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes Plot ID: DP4
If needed, explain on reverse.
VEGETATION.
Dominant Plant Species
1. 4cer rubrum
2. Liquidambar sryraciua
3. Toxicodendron radicans
tree
tree
vine
FAC
FAC+
FAC Dominant Plant Species Stratum Indira or
9.
10.
11.
4. Ligustrun: sinense shrub FAC 12.
5. Fraxinus pennsylvanica tree FACW 13.
6. Smilax rotundifoloa vine FAC 14.
7. Celtis laevigata tree FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of the dominant
plant sp
ecies are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
Water Marks
_
Drift Lines
Field Observations: _
_ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12" (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
[marks:
dicators of wetland hydrology are not p resent
Routine Wetland Determination Pagel of 2 5/29/2002
'?1
SOILS
Map Unit Name
(Series and Phase): Helena fine sandy loam Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic A uic Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 2.5Y 5/2 None N/A sandy loam
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 (Inclusions)
- Reducing Conditions _ Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Indicators of hydric soils are not present
Hydrophytic Vegetation Present? No (Circle)
etland Hydrology Present? Yes (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes
Remarks:
This data point represents a non-jurisdictional upland area
WETLAND DETERMINATION
Approved by HQUSACE 2192
Routine Wetland Determination Page 2 of 2
5/29/2002
I • ?
AM"

s 4
Antioch Church Road/Forest Lawn Drive Project w
?May'29, 2MM2
Jurisdictional Delineation Report and Reaueat for Verit?cation Pr otect No. 2001-0199

i

4
r } ,.
,r

%

Attachment F - Representative Photographs

i.

s
i `

Antioch Church Road/Forest Lawn Drive Project May 29,
A. View of Wetland A and Stream B.
B. View of Wetland D.
i ?
j
I• i I i ?
s I
DRAW/NG NAME: L: \ENG ?E3249 ?dwg ?3249base. dwg - WETLAND 1 May 31, 2002 - 10:4
3 m
n7 ?.
EMPOWER ELE TRIC
VSMISSION
No. 1 M199 ra
JCTURE No 8
R
M
1`7 ' - ae
Rip
PROPOSED SCHOOL SITE "D"
24.94 AC
EE SHEET 2
SEE SHEET 3
N \
/IMICN?YApy,y ??
O;M q?
SEE SHEET 4 y
i i j0o
r L ?? S SHEET
'N IMPACTE WETLANDS
I
kwow
.WAk
WETLAND MAPS
o OVERALL SITE
s
l SHEET 1 OF 5
SEAL - NEW ELEMENTARY
DAMS-MARTIN-POWELL & ASSOC., INC ? L-1942 = SCHOOL D
ENGINEERING-LAND PLANNING-SURVEYING UNION COUNTY NC
218 GATEWOOD AVE., SUITE 102
HIGH POINT, NORTH CAROLINA 27262 . '9 DATE: 05.21.02
FAXNE (336)886- 458 SCALE 11 By: =200 21 nnn••
f %
WING NAME: L: ?ENG?E3249?dwg?3249base.dwg - WETLAND 2 May 31,
THE AREA SHOWN DEPICTS THE
BOUNDARY OF JURISDICTIONAL
WETLANDS. THE WETLAND
DETERMINATION WAS MADE BY
CAROLINA WETLAND SERVICES, INC

s?

_a
44
UA
d r
Qn
o C.n
- 10: 48am
W?TLAND A
34 4 +/- SQ. FT.
0. AC
d.
a
? )(J)
Ch (O
d`
v
a O
UNIMPORTANT
STREAMITC 1
18.75 LF
(TOTAL 224.82 LF)
a
v
a
WETLAN I
326 +/
0.00
LINE TABLE
LINE LENGTH BEARING
L37 19.16 S4 '4 '59"E
L38 8.71
L39 13.09 '41'1 "W
L40 15.55 N49'11'33"W
L41 18.15 N0836'41"E
L42 18.75 2,36'45"W
L43 23.95 1'53"
L44 28.61 S06.34'24"W
L45 28.97 19'47' 1 "
L46 15.14 52fl-24-06-W
L47 15.14 S2 5'39"E
L48 19.12 S5 16'22"E
L49 20.91 3 9' 8"
L50 22.67 '09"W
L51 9.02 S51 '56'47"W
L52 22.47 N4746'36"W
L53 13.28 '29'45"W
L54 13.04 77' 5"W
L55 19.10 N14'07'46"W
L56 11.38 N05.42'17"W
L57 13.33 N15'13'53"
L58 20.27 4"W
L59 27.09 NO '10'01"W
L60 22.31 N03'49'09"E
L61 10.67 '47'48"
B
SQ. FT.
LINE TABLE
LJ
N?E LENGTH BEARING
19.16 S49'42'59"E
L38 8.71 '48"
L39 13.09 50'41'1 W
L40 15.55 N4991'33"W
L41 18.15 N0836'41"E
"""' •, WETLAND MAPS
IMPACTS A & B
SHEET
SEAL - NEW ELEMENTARY
DAVIS-MARTIN-POWELL & ASSOC., INC L-1942 0? v SCHOOL D
ENGINEERING-LAND PLANNING-SURVEYING UNION COUNTY NC
y
218 GATEWOOD AVE., SUITE 102 '•,yq? U DATE: 05.21.02
HIGH POINT, NORTH 08604821 27262 ES,E;LQ??,•`? DRAWN By: JNG
PHONE FAX [phone]

DRAW/NG NAME: L: ?ENG?EJ249?dwg?J249base.dwg - WETLAND J May 31, 2002 - 10:47am
THE AREA SHOWN DEPICTS THE
BOUNDARY OF JURISDICTIONAL
WETLANDS. THE WETLAND
DETERMINATION WAS MADE BY
CAROLINA WETLAND SERVICES, INC
UNIMPORTAN-
INTERMITTENT
STREAM C
06.07 LF
TOTAL 224.E
JVF .J
0
1
v;
30
v.
NV
LINE TABLE
LINE LENGTH BEARING
L23 6.83 N66'38'51 "W
L24 13.23 N06'35'03"W
L25 14.39 N23'13'34"W
L26 18.22 S39'51'08"E
L27 15.19 S06'44'07"E
L28 18.19 N30'40'08"E
L29 25.89 N10'21'21 "E
L30 16.17 S89'1 0'34"W
L31 13.65 N26'25'27"E
L32 21.50 N09'53'37"E
L33 23.50 N31'52'30"W
L34 27.87 N01'27'56"W
L35 24.12 N16'32'18"E
L36 35.18 N06'13'17"W
d?m??p
DAMS-MARTIN-POWELL & ASSOC., INC
ENGINEERING-LAND PLANNING-SURVEYING
218 GATEWOOD AVE., SUITE 102
HIGH POINT, NORTH CAROLINA 27262
PHONE [phone]
FAX [phone]
III
' SEAL
L-1942
N y(Z v
•. ES IIIIIII;Is
WETLAND MAPS
IMPACTS C & D
SHEET 3 OF 5
NEW ELEMENTARY
SCHOOL D
UNION COUNTY. NC
DATE: 05.22.02 I
DRAWN By: G
SCALE: 1 =3'0'
R
DRAWING NAME: L: ?ENG?E3249?dwg?3249bose.dwg - WETLAND 4 May 31, 2002 - 10: 42om
THE REA SHOWN DEPICTS THE
BOUN ARY OF JURISDICTIONAL
WETL NDS. THE WETLAND \
DETE MINATION WAS MADE BY
CARO INA WETLAND SERVICES, INC
WETLAND E
4426 +/- SQ. FT.
0.10 AC
DP4 •
PERENNIAL
STREAM B
206.88 LF
°i
UNNAMED
TRIBUTARY TO
TWELVEMILE CREEK
r
o?
rn
r
rn
L
000
NON-IMPACTED WETLAND AND STREAM
r
LINE TABLE
LINE LENGTH BEARING
L62 17.64 N04' 3'39"W
L63 17.16 N09'04'17"W
L64 23.25 N27'47'57"E
L65 31.64 N04'05'14"W
L66 27.85 N03,92'48
L67 12.85 N06' 3'48"W
L68 19.72 N43'28'03"W
L69 16.51 N09'28'1 3"W
L70 40.26 N00'45'21"E
L71 23.17 S52'45'1 5"E
L72 17.72 S7628'07"E
L73 11.47 S05'48'42"W
L74 13.90 S22'12'15"W
L75 9.76 S67'31'27"W
L76 15.45 N62'39'59"W
L77 26.26 S08'02'07"E
L78 10.66 S11'24'15"W
L79 19.02 S22'34'22"E
L80 7.60 S26'40'04"W
L81 14.76 N84'41'32"W
L82 21.19 S44'07'59"W
L83 15.38 S45'51'52"W
L84 8.31 503'56'31"E
L85 8.54 N34'00'24"W
L86 12.44 N19'11'28"E
L87 12.71 N65'40'09"E
L88 72.71 N08'05'22"E
L89 21.76 N84'29'51"W
L90 18.91 S70'22'11 "W
L91 24.48 S33'11'54"E
L92 17.42 S37'1 1'36"W

DAVIS-MARTIN-POWELL & ASSOC., INC
ENGINEERING-LAND PLANNING-SURVEYING
218 GATEWOOD AVE., SUITE 102
HIGH POINT, NORTH CAROLINA 27262
PHONE [phone]
FAX [phone]
V SEAL 1
L-1942
C? 9 y0 ?/
:,,?y9'?<Esu
NON-IMPACTED
SHEET 4 OF 5
NEW ELEMENTARY
SCHOOL D
UNION COUNTY. NC
DATE: 05,22
DRAWN By JNC 2 II

WING NAME L: ?ENG\E3249?dwg?3249base.dwg - WETLAND 5
THE AREA SHOWN DEPICTS THE
BOUNDARY OF JURISDICTIONAL
WETLANDS. THE WETLAND
DETERMINA110N WAS MADE BY
CAROLINA WETLAND SERVICES, INC
May 31, 2002 - 10: 41 am
LINE TABLE
LINE LENGTH BEARING
L98 42.08 S14*42'11 "W
L99 49.40 S27'13'15"W
L100 40.56 S40'11'17"W
L101 35.50 N69'1 7'28"W
L102 36.87 N43'35'1 6"W
L103 27.84 N04'30'23"E
L104 32.68 N43'20'12"E
L105 48.29 N49*12'21 "E
L106 26.09 S83'14'31 "E
WETLAND
9065 +/
0.21 AC
o?
D
SQ. FT. C°' o
NON-JURISDI
CHANNEL A
• S C P 1,,
DP2 V..
v. • DP1
?
ICNAL?
1°6
i
N
Y' SEAL
DAVIS-MARTIN-POWELL & ASSOC., INC L-1942
ENGINEERING-LAND PLANNING-SURVEYING y0? v
218 GATEWOOD AVE., SUITE 102
HIGH POINT, NORTH CAROLINA 27262 '?•y-9,Q U V? ?1?•?`•`
FAX HONE 336)886-4458
P
NON-IMPACTED WETLAND AREA
WETLAND MAPS
NON-IMPACTED
SHEET 5 OF 5
NEW ELEMENTARY
SCHOOL D
UNION COUNTY. NC
DATE: 05.22.02
DRAWN By: JyG
SCALE: 1 -30
016702
3-6-03 Review Fee
School D -- Union County
E-3376
0X , °y(o r
#526 WETLANDS/ 401 GROUP 7s. 00
MAR 1 U 2003
WATER QUALITY SECTION
(1.
012826
401 Certification Fee
Union County Public Schools
School Site D
#E-3249
020868
P4YMFNT
111'c iD
#526
w U
90
f?
J!.lill - 3 1[m,
y WETLANDS FIRC t"
WATER QUALITY SEC
475.00
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v m o ~ ~ ~Z 2528 Independence Blvd.
W _ Desi n suite 200 40 6 OAVI5-MARTIN-PpWELL & ASSOC•, INC g Wilmington, N.C. 28412
m ~ A ~ ENGINEERING-LAND PLANNING-SURVEYING Consulting Tel: [phone] - '«~'S' N IN 21B GATEWOOD AVE„ SUITE 102 Fax [phone]
N - N 4~~ H POINT NORTH CAROLINA 27262 Development www,bone archltecte,com
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~~~i~N rr~ rr ~ RALEIGH
V ~ ~ p fh ~ .J mA~ z ' ~ CHARLOTTE ?h /
znz m n M Z~ n ~V BEY, Puc
~-+p~a~r - x ~ ~ ~ V'" ~ A Architecture ~ 2528 Independence Blvd,
~ ~ ~ ~ ~ ~Q 4076 _ -p ASSOC, INC Design s~Ite 200 pAVIS MARTIN OWELL &
~ ~ - - ~ ~ ~ ENGINEERING-LAND PLANNING-SURVEYING Consulting Wilmington, N.C. 28411
b ~ N ~'r 19 GATEWOOD AVE., SUITE 102 tel: [phone] N N ~ 2 DeVe~4 tYlent Fax; [phone] N r"~~I' NIGH POINT, NORTH CAROLINA 27282 ~ www,boneyarchftects,com
N ° I rbr(~^s ~ r+~' PHONE [phone] rrrr~r ~rawV ~ ~ ©2003 8oney, PILC
_a - FAX [phone]
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