20030851 Ver 1_COMPLETE FILE_20030711

WATT
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y
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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
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 29, 2003
DWQ# 03-0851
Union County
Mr. Dave Burnett
201 Venus Street
Monroe, NC, 28112
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Burnett:
You have our approval, in accordance with the attached conditions, to place permanent fill in 139 linear feet of
perennial streams and 0.25 acre of wetlands in order to construct the Rocky River Ridge Road school complex in Union
County, as described in your revised application received by the Division of Water Quality (DWQ) on July 25, 2003. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers
3374, 3404 and 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Numbers 12, 14 and 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, Randleman Rules and Water Supply Watershed regulations.
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: df.°you change your
project, you must notify us in writing and you may be required to send us a new application for a ne-wrcertification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is therdby,responsible,for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one,adre; compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, yowmust follow the
conditions listed in the attached certification, as well as the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in place within 30 days of
the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be
downloaded from the 401/Wet1ands Unit web site at http://h2o.enr.state.nc.us/ncwetlands ;
2. The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved
under this authorization shall be clearly marked by orange fabric fencing for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities;
3. Stormwater discharges into wetlands shall be fitted with level spreaders to prevent scouring and alteration of wetland
hydrology;
4. The culverts required for this project shall be installed in such a manner that the original stream profiles are not altered
(i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing stream dimensions
(including the pattern and profile) are to be maintained above and below locations of each culvert. The culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the
existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting that will
occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748

Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of
rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed in the stream bed, unless
specifically approved by the Division of Water Quality;
5. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water
Quality upon completion of the project. Please send photographs upstream and downstream of each culvert site to
document correct installation along with the Certificate of Completion form.
Although not a condition of this Certification, the Division also encourages Union County Schools to pursue stream and
buffer restoration opportunities along channels passing through the property, perhaps as environmental educational
exercises associated with the schools.
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 Mike Parker in the DWQ Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in
the Central Office in Raleigh 919-733-9721.
Sincerely,
4 (?
Alan W. Klimek(, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Jay Guffey, 218 Gatewood Ave., Suite 102, High Point, NC, 27262
030851
Facility Name Rocky River Ridge Road County Union
Project Number 03 0851 Regional Contact: Michael L Parker
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO:
SUBJECT:
John Dorney
Non-Discharge Branch
Regional Contact:
WO Supervisor:
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name Rocky River Ridge Road County Union
Project Number 03 0851 County2
Recvd From, APP Region Mooresville
Received Date 7/11103 Recvd By Region 8/5/2003
Project Type road for schools
Certificates Stream Stream Impacts (ft.)
'
Permit Wetland Wetland Wetland Stream Class Acres Feet
Tvoe Tvpe Impact Score Index Prim. Supp. Basin Req. Req.
12 wooded O Y O N r- 13-17-20-2 ?-F_ 30,712. F_ r- F_- F-
14 Stream O Y @ N F-F-F-?- 30,712. F_ 139.00 _7", F_
wooded O Y O N F-F_r-r-F__ 0.25 F- F_r-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y Q0 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? QQ Y O N
Is Mitigation required? Q Y 0 N
Recommendation: 0 Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 350524 Longitude (ddmmss) 803424
The existingsate has been in agricultural production for a number of years which has resulted in both
ass s through this p
direct and indirect impacts to the channels that ropeU. There was no riparian
p '
canopy a jacent to the channel and farming activities have altere d the channel
s characteristics
(there was evidence that corn had been planted in the ephemeral portion of the channel during last
years drought) Even with the aforementioned imi2acts_- fish wer e observed
cc: Regional Office Page Number 1
Central Office
.f '
Triage Check List
Date: Project Name. R o
DWQ#: n -ohs 1
To: ? ARO Mike Parker
? FRO Ken Averitte
®, MRO Alan Johnson
? RRO Steve Mitchell
From: ,-
County: n io•"?-
? WaRO Tom Steffen
? WiRO Noelle Lutl
El WSRO Daryl Lamb
Telephone : (919) 3 -- I
The file attached is being forwarded 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
[? inimization/avoidance issues -
? Buffer Rules (Neuse, 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:
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING - LAND PLANNING - SURVEYING
d?m
P218 Gatewood Avenue, Suite 102, High Point, NC 27262
r
Phone. [phone] /Fax. [phone]/e mail. dmp@dmp rnc.com G <. ,
TRANSMITTAL LETTER OaJ ?
Date: July 23, 2003
To: John Dorney
Department of Environment and Natural
Resources
Division of Water Quality
Wetlands/401 Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
Re: Rocky River Ri d
Job No. E-339 GROly
JUC
c )U?
AATERQUALITYSECTIO?
We are sending you (X) attached () under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ? Other
? Plans ? Disk
# Copies Drawing # Description Disposition
7 Revised PCN Sheet 8 and 9
7,0 Letter to Steve Chapin
7 C1.1, C1.3 Construction Plans
7 Wetland Map
Remarks: John,
Please distribute the enclosed revised PCN Sheets, Construction Plans, and
Wetland Map to the correct agencies for insertion into previously submitted
application. The enclosed letter to Steve Chapin explains the necessity of revising
the application.
By: G{f
J y ffey, E
c: File
- DAVIS - MARTIN - POWELL & ASSOCIATES, INC.
dimp 218 GATEWOOD AVENUE RE: Rocky SUITE 102
COP'
luly 23 200
River Ridge Road
Elementary, Middle and High
Job No. E-3399
Steve Chapin
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Dear Mr. Chapin:
Thank you for your initial comments concerning the above reference project. Per the
information you provided during our phone conversation on July 14, 2003, 1 have moved the
practice field east of the high school and the temporary sediment basin to a location that is out
of the wetland areas, in order to avoid needing an Individual Permit from the COE. The wetland
impacts #2 and #3 on the previous submittal have been removed. The total wetland impacts
have been reduced from 0.59 ac to 0.25 acres. The stream impact has been revised to include
the rip rap outlet protection shown for the storm drainage system. The stream impact has been
increased by 49 feet. The total impact is now 139 feet. Please insert the revised sheets 8 and 9
of the Pre-Construction Notification Application Form into the application. Per your request,
enclosed is an overall map showing each wetland/stream impact along with a wetland map
showing all wetlands found on the property.
Thank you for your assistance with this project. If you need any additional information please
give me a call.
Sincerely,
Davis-Martin-Powell and Associates
L IDI,,4
J y ?uffey, -
ENGINEERING • LAND PLANNING • SURVEYING
HIGH POINT, NC 27262
-
PHONE [phone] • FAX [phone]
3
3
C: Dave Burnett
John Dorney
File
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***
1 Grading and Filling 25 No 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: 20.58 ac
Total area of wetland impact proposed: .25 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?
lease specify)
4 Grading, Fill and
Pipe placement 105 UT Crooked Creek 2-3 feet Intermittent
4 Rip Rap Energy
Dissia ator 34 UT Crooked Creek 2-3 feet 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.usgs.gov. Several internet 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: 139
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.
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
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.
Utilities lines run parallel with the Proposed road in order to minimize wetland impacts. The
proposed road was moved to only impact a portion of the jurisdictional lineal stream instead of
traversing through the stream. Utilities crossings are done at near perpendicular angles to
minimize the len h of impact. No structural fill will occur within the wetland areas located
within the 100 year flood plain
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
c '
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 0 2 O P C I
(If any particular item is not applicable to this project, please enter "Not Applica le of /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: NW 12,NW 14, NW 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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Dave Burnett
Mailing Address: 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: Fax Number:
E-mail Address:
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: Rocky River Ridge Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 08-267-003
4. Location
County: Union Nearest Town: Indian Trail
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Monroe, take HWY 601 N.
Turn left on Ridge Road. Continue on Ridge Road, through intersection with Unionville
Indian Trail Road. Site will be on left across from Friendly Baptist Church Road
5. Site coordinates, if available (UTM or Lat/Long): 35° 05' 24" N 80° 34' 24" 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): 179.25 AC
7. Nearest body of water (stream/river/sound/ocean/lake): Crooked Creek
8. River Basin: Yadkin River
(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: The existing site is currently an active poultry farm. The
general land use in the vicinity of the site is residential
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
heavy construction machinery such as pans, bulldozers, backhoes, etc, will be used during
the construction of this project.
11. Explain the purpose of the proposed work: The project is to build an educational complex
for Union County Public Schools. This complex will include an elementary, middle and high
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.
NIA
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: The proposed wetland impacts
to this project include grading and filling of wetland area as needed to facilitate construction.
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**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
l Grading and
Filling 23 No wooded

2 Grading and
Filling
26
No
wooded

3 Grading and
Filling
0.1
No
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: 20.58 ac
Total area of wetland impact proposed: ..59
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?
(please seci
Grading, Fill and
Pipe placement 90 UT Crooked Creek 2-3 feet 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.uses.eov. 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: 90
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
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.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 9of12
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.ne.us/ncwetiands/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.
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/wry/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):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
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. V
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 I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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
Page 11 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
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:
The total existing impervious area is 4.76 ac. The proposed impervious area is 39.6 ac. The total
site is 179.83 ac. The percentage of impervious area is 22%. No stormwater controls have been
proposed.
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.
The proposed sewer for the school complex will be served by a pump station on the southeast
portion of the property. The force main from the pump station will carry waste to another pump
station owned by Union County Public Works
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
The main school drive has been relocated to only affect the headwaters of a wetland area. The
previous location of the main drive would have bisected the wetland area. We are removing a
Page 12 of 12
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
SOIL SURVEY OF UNION COUNTY, NORTH CAROLINA - SHEET NUMBER 9
3/4 1/2 1/4 0 1 2 MIL
1 0.5 0 1 2 KILOMETERS
SCALE 1:24 000
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Target is 350 05' 24"N, 800 34' 24"W - BAKERS quad [Quad Info]
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http://topozone.com/map.asp?z=17&n=3882903&e=538891&s=25&u=2 7/9/2003
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DAVIS-MARTIN-PCUE(Li fkl4SSOCIATES, INC.
dMP ENGINEERING - LAND PLANNING - SURVEYING
218 Gatewood Avenue, Suite 102, High Point, NC 27262
® Phone: [phone] /Fax: [phone]/e-mail: dmp@dmpW1 1ANV 71401 M
Date: July 9, 2003
TRANSMITTAL LETTER
JIJL 1 11003
To: Division of Water Quality Re: Rocky River Ridge Road
401 Wetlands Unit Elementary, Middle and High School
1650 Mail Service Center Job No. E-3399
Raleigh, NC 27699-1650
We are sending you (X) attached ( ) under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ? Other
? Plans ? Disk
# Copies Drawin # Description Disposition
7
1 Completed PCN application
Check for $200.00 For Approval
Application Fee
Remarks:
c: File
By: P 1W AJL -
_
J y ffey,

Triage Check List
Date:
-)117/b3
To:
From:
? ARO
? O
l i-1' 1VIZO
? RRO
DWQ#: 02 - rs-
County: 4 ? h Izll
-
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? tland determination and distance to blue-line surface waters on USFW topo maps
L M mniization/avoidance issues
? Buffer Rules (Neuse, 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
Project Name:
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
Comments:
018366
401 Water Certification Faa
Rocky River Ridge Rd
E-3399
08085
'526
RIF
200.00

The location and or exr'stance of utility service lines Thls mop does not meet NC.GS standards This plot is This plot is subject fo any Nod 83 Coordinates shown calculated
_ Survey Based on Existing Corners to the property surveyed ore unknown and oie not shown. 47-30 and Is not for Recording, Eosemen! Eosemenls A reements or from GPS Observations using NCGS Mon. "Long" `+++,wer~rA°°de °P g Ri hts-of-wo of record prior to 'Stone" ~ °0®°~,
W T AN S 1 TAN 4 Found on Site. Rights-o. EL D WEL DS Hrrnl n, dateort No Published o zo to Co t of This survey is of an existing parcel g y date of this plat, which was not 'Helms" ~ ~
LINE BEARING DISTANCE LINE BEARING DISTANCE within 2,000 Feet of~ Survey or parcels of land. w'srb/e at w'srb/e at the time oI m inspection. Monroeporf R 1527 ~ p. y NCS
L56 N4732'02"E 55.24 14015 No attempt has been mode as o parf o/ this C139 N275836"W Boundary Survey to obtain or show data concerning ~ 'Posture" ~ ~ ~ Rrn ~
L57 N207T00"E 2773 L140 5570904"W 5118 existence, size, depth, condition, capacity, or ~ Ih~is subject to any facts ~ ~ (rl z " ~ i >r FLOOD CERIIF/CA1fOW. 1HE SUB+fECT PROPERTY 1S LOCAIEO IN A SPEClAI ~N , ~
L58 N425T19 E 40.81 0141 5667520"W 59.14 /ocafion of any utility or municipal/public sere facility that may be disclosed by a full & n ~ (~n~ ~ w L59 N013856"W 24.33 0142 S304438"W 10288 For information regarding these utilities or C1 0 oc ate Title search. ~ b W ~ ~ FL001D HAZARD AREA AS SCALED FROM MAPS FURNISHED BY HUD/E7RM,
L60 44.33 facilities, please contact the appropriate agency ~ U ~ N20b3 31 E L 143 S517T02"W 153 06 W p DA IED ~N/L Y 5, 1994 SUB~'CT TO VER/FICA 17AN BY DETAILED FL000 Z p p MAP 51UDY. SEE COMMUNITY PANEI j' J717900020-C, r~ SITE o G~+`+ S .p
IN ~ ~ 0 L 61 N22'40 20 f 55, 71 C 144 5143 24 "W 142 42 ~ ~ ~ b n B n ~ a t3 ~
L 62 N2004 52~E 44.76 L 145 S4? 56 06 "W 89, l f ~ C} W ~ GENERAL NOTES 61 MA G. PRICE ~3
' 40 55 ~ ~ L63 N061707 E L 146 51278'15"W 58 39 4 DB 128 1 N 1~ 4 DB 1283, PG. 461 1 IRON PIPES AT ALL CORNERS UNLESS OIHER?NSE NOIEO. ~yR 4 )
L64 N03'1317 W 41.71 C 147 535 52 31 "W 125, 31 ~ ~ L65 N1149'35"E 4710 (148 N7 '1 "W 142.34 JOHNNY L, TAYLOR o W 2) ALL BEARINGS ARE GRID BEARINC,~ _
939 9 ~ ~ W L66 N117B'S7"E 76.16 L149 56932'15"W 158.15 & BETT7 FAYE TAYLOR ~ 3) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
L67 N ' 7' " 2250 ~ " DB 270 PG. 191 ~ 803 20 E L 150 N691831 W 193 44 ONI.Y~ (flE E.-- bNlfSS OINERIt~5E NOTED,
„ ~ ~ 4 E~ L68 N213023 E 5.70 L 151 S7T44'S8"W 61, 59 4 ~"t BENT 80~3'~ E " ~ N Ex. AXL PARCEL 10' O8 Z67 003
L69 B • 'S3"W 17883 ,':i 8,09»~~'- S 022 L 152 N6745 08 W 73.01 p 809E 3t3~22 5) TOTAL AREA t f79.83~ ACRES (D.M.D.)
L70 50037'20"W 434,08 " 13'34»E 3,44' L 153 S85~3 38 W 155, 31 N80 3,44' 6) DEED REFERENCES D.B. 756 PG 8f I) CAIIBINEO CRlD FACTOR = 0.9998452 ~
AREA = 45,86015E (1.05! ACRES) 0154 7 ' "W 54,98 '36»E 19930'£rR a S 6 233 N80~ f!R r'" 8) PREpSIOW 1x48,000 N
L 155 N8277'46 "W 50, 53 JEFFRY HI PRINCE p54.25 L 156 N81'19'11 "W 16 68 & TRACY V, PRINCE LEAN fIR , I A. W. PRICE, JRI M r n
WETLANDS 2 , , „ 86 L 157 NB11911 w 74.69 DB 741, PG. 717 399' - do EVA PRICE 0
LINE BEARING DISTANCE L 158 N34 43'40"W 71,60 DB 119, PG. 291 ~ VICINITY MAP
C 71 N46 35 23 "W 366 90 " 98 67 (nE OWL 1') 473. L 159 N2620 43"W R ` 57g'47"W ui ~ ~1 ~ ( - ~
L 72 N35 43'02 "E 58 81 C 160 N49 38 41 W 65.18 ~ ~ 161 NAD 83 (NOT TO SCALE) Z a G NCCS MLW, "LONG" LL
L73 58432'28"E 39.40 L 161 97,55 53,70 „ 1 51239 40 W a C 74 N6613 07 E 5t) 8 L 162 N6476 30"W 15.41 N = 508752880
„ ~ .WETLANDS 1 L 75 N05 32 44 W 17, 97 C 163 N602T31 "W 37.15 N, / E = 1,54°,215,099 ° / d
J L76 S7824'13"W 69.10 C 164 N0645 06 E 30.46 Og GEC ~°i F ~ ,~g 0
L77 S78175Of"W 2859 L165 N1878'18"W 25,69 b S~P~ ~ /~E QD GE p~ gOjPt~ ST 81 k/ ~
L78 S763T22nW 76.87 L 166 N8937'09"W 5,24 ~ .6 ~ o E g5 ~ o ,
L79 N3175 53 W 60 3 L 167 51878'18 E 26.27 , " L80 N4922'06"W 55.77 1168 SO6"45'06"W 32, 65 1 ~•As N , Y G i OR E a/ o
L81 N35~8'31 "W 68 85 " ~9 L 169 5602827E 40 77 bo a ~ t4 U~ 22 F 0 R LL p G ~ .o eg ~
L 82 N02'15'46 "W 48 DO (170 564'16 30'E 16.54 ~ ~ < eg, ~E Y p9 ~R 0 rti W Z G 0, E l ti' ~ v B 2 0 5'~ G
' 110,96 , » g L83 N2559 29 E L 171 51249 58 W 45, 82 ^ L91 ~ ~ 7 ~ 1 9 9 'C G R O S ErR G ~ 4 5 W CD W L ~ C~j ~ 9 1 r
L84 1068 ao ~ ~ N415733 E L172 S474T44 E 119.09 DOUGLAS D. ROWELL ~ ~h 8 ~ ~ G• / W ~ Q 4 ~ / N N 6 0, 22 Z =
L85 N40 38 46 E 33 51 L 173 52776 58"W 70, 43 „ 3 72 DB 418, PG, 249 L86 N353601 E 8 0174 549'190!"W 83,47 'WETLANDS 2 ~ L~ ~ PG G' /
L87 N4170'39"E 59,63 L 175 540'43;35"W 75.69 • 4~ Q 4 / 0. c ~ 0, 1 1 ~0 / ~
L88 N23 50'33 "E 113. DO L 176 54933 09"W 136, 80 o Q~ 0 ! W {o f1R L 9Y ~ 5 ~ jG ~ y
L89 N3378'07 E 163.61 C 177 S557T33"W 14260 N ~ ,o a pg G LARRY CLYDE SIMPSON „ P i
L90 N135159"W 11861 17 6389 ~ C 8 52238 08 W 0~ & MELDONIA F, SIMPSON ~ ~ v ~ G r~9 NPX
C91 N053920"W /98.45 L 179 S36 30'06"W 67, 05 g ~ 4 ~ NA DB 263 PG. 407 ~ i 0 ~ D B3 , 7? QG 6~ 1 NEW PK NA(L
C92 N3031'44"E 59.17 1180 S6234'23"W 61.62 Z C93 N8536'37"E 45,65 ~ so urn, £IR A~~/ 8J G' ~(P~ QD N - 49?,3a7 i0 Lw ~ ~ + ~ ~Q' ~ _ ! 30 478.50 .
L 181 55132'26 "W 40 70 l>vor ~R a sr Es~r. L 94 N6032'15 "W 23, 32 L 182 N7136'11 "W 66.07 oE£o~ q fSMT. T ~ T ~a E ,5 . ° BY DEED 4~ 0 05 a.96 w+ Q Y 1 Z E~ RI
L95 N08'03 33"W 44.59 L 183 N49'43'53"W 87, 06 ~ .ro• ~ / g a~ 5~
C96 N69 3221 "W 54, 85 184 89.30 a ~a C S86~5 34 W ~ , 9 E 84.1 0' s~ ~ ..r rn 0 6 e. \ G ~~6 ~ ,o, 4
L 97 S6131'32"W 80.01 t 185 56240'04 "W 48 00 M NrP sr s" 65 P ~ 5 ~ t~ 30 G
C98 S30'44 52 E 59.45 L 186 N603226"W 66, 90 "rcKaRr ~ C99 53049'16 "W 68.03 L 187 N57i78'17"W 72 47 ~ oh P' rw
L 100 Sf 1'f 0'39 "W 25.52 L 188 N49'11 DO"W 68, 25 ~ ~ \ t~ f1R y
L 101 S23'16 50"E 170 43 ~ L 189 N55 08'26 "W 138, 87 P \ TELEPHONE
Lf02 S0925'43"W 125.69 1190 N63'44'12"W 84,08 W ~ ~1 PEDES7Al
L 103 52540'44 "W 39. B8 L 191 N4370'14 "W 145, 74 N ,01 P M1OA 0
L 104 S2272'30"W 130.04 L 192 N38'13'S1 "W 23 56 LOWELL PRIVETTE `N L 105 53378'37"W 49.16 1 " 139.45 DB 415 PG. 442 S ~ M1~ ROAD i p M1 ,,h r1~ GR~ ~ .c ~ ~
" L 93 N3932 47 W ~ , ~ 9 0 C 106 5255853 W 6387 C 194 S84 05'05"W 5785 ~
1 7 168 N 2 °c ion ~~k C 0 S33'13 32 W 8 C 195 S05 0819E 98.45 Jo" RCP LARRY CLYDE SIMPSON ~ P / M11" FIRE HYDRANT ~t MELDONIA F, SIMPSON
L 108 S34bT52"W 83.09 L 196 540'48'07"E 87.95 X15 & wAIE'R M£1ER \
L 109 58776'34 "W 61, 24 C 197 538'13 51 "E 28. f0 un rr eLa~ r N ' POKER P M116 DB 992, PG. 33 ~ `fir Yd ~ ~ \
C 110 N2838 26 W 46.72 L 198 S4370'14'E 168, 62 N uc"r POrf sox L 111 194.66 ~ ~ POKER 90X P M11 1®~ .yG 0, ~r 9t
5011212 W L 199 563 4412E 94, 75 ~a C 112 S4232'OJ "E 30 65 1200 S55b826"E 8B 31 ~ ~ ~$E P
L 113 546'16 37"E 130 76 L 201 549'16 34 E 145.43 r ~ CKEN N P ~ IX D L HOUSE ~M14 h1 M1 S~ ~ g M1 ~ L]
L 114 52 97 " ~ L71 ~ GNt >4 S6813 33 E 0202 532'08 24 E 123 51 M1 ~ n'~ JEFFREY A. SUSTAR 18" RGP M1k 9 0 p
L f 15 500'46'39 "W g 43 L203 5157630"E 131.46 ~ ~ ~1~ a f STY. FRAMf ,W . qM1 M16 ~ & LISA E. SUSTAR CAMP. Roar• w 0p,~ 4 hM1 ~ p DB 515 PG, 354
0116 58237'46"E 3552 ~ 1 ~ ~ rr* c ~s iry Id HOUSE 30"~ j paAD " C204 Sf 4409 17.45 ~ $ 1CK6N ~A~ L 117 S4234 40 E 47, 59 L205 S07t7TOB"W 43, 09 p CN , iT r D O M1 0 ~ ~ ~ ~ _ - i' ~pvEL U1ILITY BLDG h ~ M1M1ryO f J6" RCP
N ~ ~1 J L f 18 54372'33 E 5 91 L206 55130'30"f 236, 28 N ~
L f 19 53370 DO "E 18.18 ~ " ~ , 0207 5515030E 5000 b/ICHAEL HELMS ' ~ ~ NOUSE c Z AREA IN R/1V h hhhry
C 120 S49'15'42"E 149.59 L55 N00'45 56 f 45.48 , ~"W ~ NIC?(EN 46,5671 SQ. FT. NOSE 1, 071 ACRES
L 121 546'14'09 "E 14.59 DB 804, PG. 558 ,R 4 2 , 3 0 L54 N303440E 43.68 N00 44 1 STY, BCOCK C 122 S4148'15 NE 165 74 L53 N547757 E 61.30 £X. AX11 f n" RooF ICKEN / ~ N ~i
L 123 N661616 E 4143 C52 N4132 31 "E 68.86 P +E C (D.M.D,) 'tS~ ~ ERRY LANE HELMS
AREA = 96,155±SF (2.21! ACRES) L5r N22'1r'42"E 75.54 .p3' rP n & BETTY HELMS NpUSE 1 srr. aLOCK DB 1304 PG. 34
L50 N35'45 31 "E 7819 frRP tJ61 $1' s r~ 2 r' p, ~p3 r NIC N 1!N Raor `r C tS
WETLANDS 3 L49 N74 27'34 "E 74.58 ErR ` c
\ N ti' ~ C} w ~1 a L48 N60177'14 E' 118.43 ~ a~,5 LINT. BEARING DISTANCE L47 " 5234 'o N° g 5 '1 r ~SE FIR£ HYDRANT EN HO ~ ~
" N221745 E N, N w ~ 2 666 ~ DB 758 PG. E 0124 N144827E 66.84 L46 N5236'33"E 3229 ~ ,,i$ WETLANDS 3 , C CK p G TE EPHONE ~ ~1 3 758, PG, 81 DESrnL ~~a
L125 N013220"E 109.78 L45 N4T18'28"E 13348 'N wo ~ ~ ~ PARCEL ID 08 28~ 'L ID 09 267 003 M1 o R!°
L 126 N05 08'42'£ 248 67 L 44 N54 07 25 E 79.85 N. N~~ ~ TROY N. TRA RSIE 7, 833, 5861 SQ. STY. FRAME ~k ~3,566t SQ. FT. P. Roar ~ T
L 127 N3134'DO "W 165 52 L 43 N54'15'20'E 64, 54 ,5" RLp E'P DB 908, PG. 811 0 179.83 t ACRE T9.&3~ ACRES X19 EP
L 128 " 55 46 "V1 2'~ ~ N33 4103 W C 42 N48 4812 E 94.88 .5g (D, M.D.) LJ29 N722f'19"W 45.06 13250 611 Ex. AxcE~ ~1 0 4 ~ NAD 83 (D,M.D.) Ew Px NAIL
141 N53'03'18'E ~ INCLUDED ROAD L 130 97.57 ~ " / ~ 2 510 43 44 E C 40 N314616 E 94.45 ~ N~`.~ ? a UDED ROAD R/W ~ .490,973. E s r,53r,3ar,
L 131 S41'34'18"E 53, 69 C39 84, 34 1 ~ o. ~ o N86 03 00 E 33 Z
L 132 S45 5146E 46.77 L38 58 44 29" 53 70 ~ w „ 2 E EIP # ~ W Ch M
_ L133 S064215 E 150.17 L37 N55~152'E 70.10 GS W v L7 N V~ q
L 134 SD020'08'E 58.90 L36 N1730'11 £ 3254 ~ L135 50141'00"W 47,32 L35 N5538'21'E 24.82 L 16 165 . ~~a. N
L136 5002442E 80,31 L34 58939'18"E 2132 f6 b ~ ~ 1p9 ~ 1 v ~ ~
L 137 4165 " ELIZABETH ANN H, PARKER a 50J 2130 W L33 5667819E 36, 50 & BRENDA H. GANTZ LJBJ \ If69 U62 Yo ~ / ~ ~ r
C 138 S10'43'44 "E 78.37 L32 53248'37"E 9.68 h \ ~o~ 117 ~ ~
AREA = 28 3111SF 0.65! ACRES 1 " 4.1 DB 1387, PG. 374 ) l3 N70b9 42 E 5 8 M ~i U 56 L i53 ~
c3o N62'4136'E 34.17 LEGEND PR 5 ~t5+ s? L r ~ tR~ 1155 !rte ~kg U ~ ~
JURISDICTIONAL LINEAL STREAM Les N6900'14'£ 7257 , L28 N707T13 f 60.54 EIP -EXISTING IRON PIPE 00 f ,g ~ ,r, 5 ' i." Z
LINE LENGTH BEARING C27 N '1 4213 E/R -EXISTING IRON ROD 8029 0 E `~.r - POWER POLE a T~0 GPI' CEO ~ L34 ~8
L208 85.09 N58'21'S9"W L26 N 141' 4" 60,40 , 6 3 E L209 25.23 N62 03'50 W ~ - ClCHT POLE OP 5 P ,1 ~ ~ 0 ~
L 10 , 71 L25 N75 ~4 43 E 62.43 , < 2 23 N49 57 44 W C24 58719'44"E 103J8 R/W -RIGHT OF WAY ~ P`' c~ ~ ~ ~ Z PR Pb p0 ~
L211 35,87 N56'19'24"W C23 57739'12'E 54,36 DB -DEED BOOK ak <'s, PP 0 9C ~ 1 ~ ~
L212 24.49 N4T00'08"W C22 N46'1839'E 2671 PC -PLAT CABINET 1,001~~ 1.~ w F 3 L3B d P / ~ Ll.
L213 54.21 N39'b2'52"w Cpl N2273'36"E 42.66 RCP -REINFORCED CONCRETE PIPE NIP BY 30" ~ ~P ' p Z ~ ~
' ' " OAK \ L214 30,54 N515317 W L20 N1648'S3"E 78.24 -P- - OVERHEAD POWER 11NE ~ E~ ~
L215 5039 N 1' '11"W \ 5 28 L19 N223430"W 4333 E L216 29.66 N4T11'09"w 10317 ~ 1~ ~ ti i1 ~ Z
N " L 18 N38 3f J4'E s ~ L217 41.54 N49 30 02 W C 17 N1625 49'E 109, 40 ~ i ` ~ LINE TABLE
a L218 27,80 N54'20'16"W L16 N29~6'19'E 36.98 ~ R LINE TABLE LINE LENGTH BEARING ~ ~ TH ARIN
i L219 62.97 N48'52'11"W 115 N5548'S0"E 11278 ~ , ue+ Lrs4 LINE LENG BE G L28 60,54 S7027t3 W I " I II
L220 28.17 N55'43 04 w C 14 N83'1926'E 2507 4~ L 1 61, 71 S23 30 44 E l29 72.57 S69~014 W WETLANDS 4 L2 8363 4' ' C30 34,17 S62'41'36"W L,e S2 39 28 E
o L221 25.43 N51'3T31 "W L 13 N8376'12 £ 86.79 ~'a? L222 13.03 N54'S8'06"W L 12 " 23 09 ? 181 L3 337.70 S2575'05 "E L31 54.18 S70'09'42 "W ~ W Z
N7138 41 E N L223 29,07 N45'45'S9"W L 4 117 BO S25 43'01 "E L 32 9 68 N32 48'37"W ~
L 11 N69D8'16"E 8173 L22a x0.97 N51'oa'25"w AREA = 724,23915E 16.63! ACRES) ~l o L 5 171, 60 S29 04 53 E L33 3ti, 50 N6678'19 "W Z MORRIS L. STALLINGS L6 180.17 5332'28"E L34 21.32 N89:I9'18"W
L225 14.89 N5T18'48"W a~ NICE R. STALLINGS " - ~ ~ & JA L7 205.72 5401911E L35 24.82 5553821 W
~ L226 27.34 Na7'16 05 w ~ 9~ ~ ~ x L227 39.16 N49'48'58"W ~ ~ o~ ~ Z DB 1502, PG. 406 LB 102,00 54552'15"E L36 32.54 S17:30'11"W LU
N N A~ 0~ 4 ~ L9 15011 L37 70.10 ~ S414844 E S55b152 W
L228 25,22 N58'10 31 W 5 . ~ L229 25.17 N61'S2'02"W L f0 168 48 52758'36"E C38 53,70 N82'4429"W
G s L230 20.66 N49'42'42"W L 11 81, 73 S69TI8'f6"W L39 84, 34 S86b3'00"W
v „ ~ L231 10,66 N69'34 34 W ~ L 12 23.09 S7/38'4f "W L40 94, 45 S3146'16"W
3~ L232 10.39 N60'16'32"W ~ L 13 86.79 58376'12"W L41 13250 S5303'18"W v L 14 25.07 S83'!9'26 "W C42 94, 88 S48'48'12°W
~ L233 10.77 N76'24'S5"W PAUL D. S1"ALLINGS "
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