20040460 Ver 1_Complete File_20040324

o?0? wAT F9Qc
co 7
ED `C
March 26, 2004
Rowan County
DWQ Project No. 040460
NC Moving Ahead Project No. MA09414R (Menus Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Pat Ivey, P.E., Division Engineer
N C Department of Transportation Division 9
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127
Dear Mr. Ivey:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.08 acres
of wetlands and 40 linear feet of Town Creek in order to improve SR 2553 (Menius Road) in Rowan County.
The project must be constructed in accordance with your application dated March 18, 2004 (received March 24,
2004), including the environmental commitments made in the application letter. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Nos. 3404 and
3366, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In addition,
you must acquire any other federal, state or local permits before you proceed with your project including (but
not limited to) Sediment and Erosion Control, Non-Discharge and Waxer Supply Watershed regulations. This
approval will expire with the accompanying 404 Permit unless otherwise specified in the Water Quality
Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ in writing and submit a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in the
future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface water standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment
and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. If the project requires borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
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), (hgp://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623=6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. HIimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

Mr. Pat Ivey, P.E.
DWQ Project 040460
NCMA Project MA09414R
March 26, 2004
14 1
d. Any reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days of the date that the project has been
released.
4. NCDOT is encouraged to use onsite vegetation and materials for streambank stabilization when practicable.
5. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
6. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to
the site for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams.
Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater
sheet flow.
7. Where fish passage is present or where significant aquatic life may be present upstream (and where
practicable), culverts should be oversized and buried to prevent perched culverts. If oversized piping
cannot restore aquatic life passage by reconnecting the stream ecosystem, riprap installation should be
accomplished in a manner to provide or restore water channels downstream to help facilitate aquatic life
movement.
8. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or
greater than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or
larger should be buried at least 12 inches below the stream bottom to allow natural stream bottom material
to become established in the culvert following installation and to provide aquatic life passage during periods
of low flow. These measurements must be based on natural thalweg depths. This may require increasing
the size of the culvert to meet flow conveyance requirements. If any of the existing pipes are perched, they
shall be removed and replaced, and re-installed correctly, unless demonstrated that this is topographically
unfeasible. All waters must flow through without freefalling or damming on either end of the culverts
during low flow conditions, to maintain aquatic life and/or fish passage.
9. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified by
widening the stream channel or reducing the stream depth. Disturbed floodplains and streams shouldhe
restored to natural geomorphic conditions.
10. Any riprap used must not interfere with aquatic life passage during low flow conditions.
11. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This
will lessen the chance of altering the stream's water chemistry and causing a fish kill.
12. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or
other materials be dredged from the wetted stream channel under authorization of this permit, except in the
immediate vicinity of the culverts.
15. All work shall be performed during low flow conditions.
16. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed.
NCDOT is strongly advised to send in photographs upstream and downstream of each structure to
document correct installation.
1 Mr. Pat Ivey, P.E.
DWQ Project 040460
NCMA Project MA09414R
March 26, 2004
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 Ms. Cynthia Van Der Wiele at 919.733.5715.
Si c r? y,
`Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, USACE Raleigh Field Office
DWQ Mooresville Regional Office
Central Files
,e
MAR 2 . n 4 ?004
401 ISSUED ??.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
March 18, 2004
SUBJECT: Rowan County- Pipe Replacement and Shoulder Widening -Work Order Number 37888 M er+: ?? s R d .
Mr. John Dorney
NC Division of Water Quality
4401 Reedy Creek
Raleigh, NC 27607
FILE COPY
040460
Dear Mr. Dorney,
In an effort to obtain the necessary permits (NW-14, NW-33) for the subject pipe replacement and
shoulder widening, we are providing a pre-construction notification application with supporting
documentation. We propose to replace the existing pipe and widen the roadway and shoulder to create a
safer road. The current shoulders are very narrow and unstable. No endangered species were found at this
site on February 9, 2004. One of the new pipes will be buried 12-inches and provide renewed fish passage
for the creek.
By copy of this letter, we are also seeking approval from the Corps of Engineers and NC Wildlife
Resources Commission. Therefore, we are submitting the enclosed material to them.
If you have any questions, comments or need additional information after reviewing this material,
please contact our office at [phone]. Thank you for your cooperation in this matter.
Respectfully,
Diane K Hampton, P.E.
Division Environmental Engineer
Enclosures
CF: Mr. Pat Ivey, P.E., Division Engineer
Mr. George Teague, Bridge Maintenance Superintendent PA Vn E
Mr. Willie Bradwell, Division Business Officer ! `4'/1 7
File RECEIVED
Division of Highways • Division Nine * 375 Silas Creek Parkway, Winston-Salem, NC 27127
Telephone [phone] • Fax [phone] Courier Box 13-12-04
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.0 4 0 4 6 0
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
Z Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:NW-14. NW-33
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NC Department of Transportation - Division 9
Mailing Address: 375 Silas Creek Parkway
Winston-Salem NC 27127
Telephone Number: 336-703-6500
E-mail Address:
Fax Number: 336-703-6693
2. Agent 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: Diane Hampton, PE, DEO
Company Affiliation: NCDOT - Division 9
Mailing Address: 375 Silas Creek Parkway
Winston-Salem, NC 27127
Telephone Number: 336-703-6500 Fax Number: 336-703-6693
E-mail Address: [e-mail]
Page 1 of 9
M. 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: Moving Ahead project MA09414& Rowan County, SR 2553 Menius Rd.
widen from 18' to 22'
2. T.I.P. Project Number (NCDOT Only,
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Rowan Nearest Town: China Grove
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take I-85 south to Hwy. 152 east
!exit 68) Approx. 2 miles turn left Menius Rd. go 1/3 mile on left.
5. Site coordinates, if available (UTM or Lat/Long): 35.5707648 N 80.5339770 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. Describe the existing land use or condition of the site at the time of this application:
. Paved state road rural wooded residential area.
7. Property size (acres): N/A
8. Nearest body of water. (stream/river/sound/ocean/lake): Town Creek
9. River Basin: Yadkin - Pee-Dee
(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/mVs/.)
Page 2 of 9
10. Describe the purpose of the proposed work: to replace existing pipe and widen existing
roadway 4 feet and create a safe shoulder
11. List the type of equipment to be used to construct the project: standard construction
equipment
12. Describe the land use in the vicinity of this project: residential / rural / apiculture
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VL 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 3 of 9
1. Wetland Impacts
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 Fill 0.08 No adjacent Forested wetland

* 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
(FIRW, or FEMA approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hiip://www.fema.?ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0.08 acre
2. Stream Impacts, including all intermittent and perennial streams
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)
1 Culvert 40 Town Creek 2 feet Perennial

* 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 losstgain),
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.aov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.MgMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 40 feet, including culvert
Page 4 of 9
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
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, ean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
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.
The existing pipe is under-sized. The existing shoulder is narrow and unstable and creates a
safety concern By widening the shoulder and replacing the pipe we will create a shoulder that is
stable and a road that is much safer. All efforts to insure erosion control, to minimize fill into
wetlands, and to minimize the placement of dp EQ will be made Natural materials will be used
to stabilize the banks where possible Construction will be completed in a timely fashion to not
11pset the natural and human community.
VIII. Mitigation
Page 5 of 9
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
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.htm .
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.
N/A
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htm://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):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 N
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 (DWQ Only)
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:
Page 7 of 9
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 from near bank of channel; Gone 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
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.
XH. 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.
N/A
XIM 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
Page 8 of 9
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).
3
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
.5e'"st
?.79
ik
1 am?
I It
44L_
ilk
{i i yyt ? $
t J
?, p a y wT'
a
4 r' i .,t##.. 3
? r ?, ,?- ?? ?y?T ?, °'f F' M ? ¦ v"? - °'..er .,r'` . ,? 'r
?y rye ?F C ? ?• ? ,? ??
?g . C F
%
S ?+q ? r
t -
" R'r r s ?t r' it
46
F: Yt # # f ? T _ •f et ,)1' _r "t` 'fi ? f # ?Cfi ? ?
777 F.
41
.? '? •???'a, ? faf! ? ? •'r ?s (? 4 1 ? Sr- h' ? f r, f ?
. }
4y
} AJ s'a4 a.rar... .F .f-J..rev
J}F f - ? „ F' P x ?'4'?qr!% ?yre_A,na?'`Y }Y hs?`
-

N? P r +f d
hin
4
f A.lr
por
6r ?t rt? r:.' •rae' r J,• ¢ ff r r
'i ?'?? f• ?? ? .? S? ?Y? .f : ? f j l t rA Y ? 1 f

• - 0
54
Vdd ? q?
4 I
C ! I
93CAAM 00 • Copynght ((;) 1998, Maptech, Inc. 35 5707` yo a"
CQ ?rir13 1 i 1 pY11.L15 Q? ?d1 A. ^Q 11 WID es.. re7o7?f?.?tr 1.1
C`__ __________ __M6TCtl_----____r. __ _ -- _
? 1636V ?O '? 1501
15iY q ,0• ,?j,
1909 I/ 1579 , I
1
1
?i IAA 1587 362
1505 0 / °O - re 1500 1
„ 1506 1624
- U/ I 1
3?•-, /• I
1510 J••/ ,9 ' /,p ?' j
\ / 1503 ' N ! 4 2546
/ o \ / A 2 / I
-' v
j 2614 i
,' "? /• 2621
O 25x9
25-8
1543
.
8 ?r I
I 'M9 / I
1545 1506 A? .60 I
n 1564 1307 .? 2362 I
1570
.06 C" 2740
29 \ W I
2664 1505 I
'/, • ?> 1 '' 1369 - `\ .? 2597
05
03
?F 1227 3 C • \
O 1?' \'Sfi, rc 2590 ,•' ,,\ I.
/ China Grow \ 2549 261 \ 9
i 3.971 73
2]39 1427
133] / '9
1225 I
R 2648 I
i, J^ 1485
1334
b,•
1224 -.034 ,fib/L49 I .
2 j sot
1337
- 1220 1235` ` 1 31 . R .36
Oa 2 1345
-- - - - - - -1221: ab 1236 - 1336 / • 56 I
1 33 -1337 y
W `
.06
1220 ' •p G ?`? `O d 1231
0'0 aS \ , / '4
'_ •07 'Qf '?P g 03123a I22 .30 1335//
' 1237 .03
1 05 1233 7
1240 . 16 40 1337 /
1241 . \ 1238 ?.f •?? 1338 /
1476
1221 2703 / I
-- --I ?°I '339 I I
1232 1213
• 37 1339
1340 I I
1310
12 1232 A
- N 1341 1243 •\ I
2735
SCALE ?,, ' rv _ •1 I .
1345
MILES
1. a I
17
2716
o
1O1'90N1p " SNEEt 4 OF 5 I
I
?I O
\ - I
1210
ROWAN,_ COUNTY;
Q

J
v
?
o
Q
0
s
? o
W
O

a
z ?

TOWN CREEK Fli
V
Q
I ^ J
N W?
m
" J

0/W

0
3
W
z
J
o
U
?
ZE Ld

??
N

W V)

1/Wn SGNV-713M
W-M.---_---_ TOWN CREEK
TOWN CREEK --
0
W
Z

1017 SONV713M
Z
O
W
i
t?
1f1??'
t
i