20010853 Ver 1_Complete File_20010606

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 6, 2001
Cleveland County
DWQ Project No. 010853
Partial realignment of SR 2036 (Countryside Road) & pipe installation
APPROVAL of 401 Water Quality Certification
Ms. Trish Simon, Environmental Officer
NCDOT Division 12
P.O. Box 47
Shelby, NC 28151-0047
Dear Ms. Simon:
You have our approval, in accordance with the attached conditions, to permanently impact 68 linear feet
of an unnamed tributary to Potts Creek for the purpose of partially realigning SR 2036 and installing pipe
in Cleveland County. The project should be constructed in accordance with your application dated June
4, 2001 (received 6 June 2001). After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification No. 3289 corresponding to the U.S. Army Corps of
Engineers Nationwide Permit Number 14. In addition, you should 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 Water 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 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.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory G
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.
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
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 919-733-1786 or Mr.
Pete Colwell of the Mooresville Region Office at 704.663.1699.
Sincerely,
4r
Kerr T. Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy
401 ISSUED
e?si?o
STATE OF NORTH CAROLINA ®1 0 8 5 3
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 47, SHELBY, NC 28151
June 4, 2001
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
SECRETARY
Subject: Nationwide Permit #14
Partial Realignment of SR 2036, Countryside Road & Pipe Installation
Cleveland County, NC
Dear Mr. Lund:
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #14, a plan sketch, and a location map relative to the partial realignment project
and pipe installation project on SR 2036, Countryside Road, Cleveland County, NC. It is
anticipated that an additional permit request will be submitted at a later date for the
additional realignment of SR 2036 in the area of Bridge #47 and the replacement of the
bridge. This portion of the project is excluded from the current permit request due
expedient necessity of connecting a newly constructed industrial access road to SR 2036.
A structure plan for the bridge replacement has not been completed at this time It is
anticipated that heavy traffic will begin using the road in the near future and the road
realignment and pipe installation must be done as soon as possible to allow for safe
access to the site. The additional stream impact from the bridge replacement is expected
to be less than 80 feet; therefore, total impacts for the entire project will be < 150 feet.
Mitigation is not anticipated.
PAYMENT
RECEIVED
Mr. Steve Lund
Page -2 SR2036, Cleveland County
June 4, 2001
Countryside Road is currently a paved secondary road. The project consist of the
necessary realignment of SR 2036 to provide safe travel onto a new industrial access road
which is to be connected to SR 2036 upon completion. Work will be done on a 330 feet
section which will consist of new road construction, paving, and pipe installation. The
road will be paved to current standards and typical section. The equipment to be used in
these improvements will consist of bulldozers, backhoes, graders, paving machines, and
rollers. Approximate acreage of project area is 0.5 acres of NCDOT right of way.
A new pipe will be installed on an unnamed tributary to Potts Creek (Class C Waters)
approximately 150 feet north of the industrial access road. A total of 68 feet of stream
will be redirected through a 64 foot, 48" CMP. The pipe will be installed on a diagonal
alignment on the new road alignment with natural vegetation used to stabilize the inlet
and outlet of the pipe. The 44-foot 48" CMP on the existing alignment will be removed
and the banks sloped at a 2:1 ratio and revegetated. The stream is approximately 0.5 feet
wide and approximately 0.50 inch deep. The pipe will be placed below existing
streambed elevation and disturbed areas associated with the culvert replacement will be
stabilized. Existing channel morphology will be maintained upstream and downstream
of the pipe.
It is proposed that due to the small size and low flow of the stream, the pipe will be
replaced without diverting the stream flow. The in-stream work will be completed within
8 hours and appropriate measures will be taken to reduce sediment impact to the stream.
A.review..of the Natural. Heritage information for the_federal] y_.listed_threatened _species
listed for Cleveland County, the dwarf-flowered heartleaf (Hexastylis naniflora), did not
reveal any know sites in the vicinity of the proposed project. I have conducted a survey
for the dwarf-flowered heartleaf on February 16 and March 5, 2001. Hexastylis minor
was observed in the vicinity of the proposed project area. It was determined that
Hexastylis naniflora was not located in or around the proposed project area. No
significant impact on this species is anticipated. A review of the National Register of
Historic Places was also conducted. It is anticipated that no sites listed on the National
Register will be affected by the proposed project.
By copy of this letter, we are asking Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. By copy of this letter, we are also requesting
a concurrence letter from the Wildlife Resources Commission, and the U.S. Fish &
Wildlife Service.
By copy of this letter, I am forwarding seven (7) copies of the application package to
John Dorney, NCDENR, Division of Water Quality, 401/Wetland Unit for review. A
$200.00 check is enclosed for application processing.
Mr. Steve Lund
Page -3 SR2036, Cleveland County
June 4, 2001
Your earliest consideration for this request would be greatly appreciated. If you have
any questions, please contact me at [phone].
Sincerely,
/JX, x - ? 21 4?
Trish Simon
Division 12 Environmental Officer
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Neil Trivette, Area Roadside Environmental Engineer
Mr. Brian Cole, USF&WS
Mr. Ron Linville, NCWRC
Mr. John Dorney, DENR/DWQ/401/Wetlands Group (7 copies)
File
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 010853
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit
? Section 10 Permit
N 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 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 (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: N.C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby. North Carolina 28151
Telephone Number: 704-480-9020 Fax Number: 704-480-5401
E-mail Address:
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: Trish Simon
Company Affiliation: N.C.Department of Transportation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: [e-mail]
Page 3 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: Countryside Road (SR 2036) realignment project- Pipe replacement 150
feet north of new industrial access road.
2. T.I.P. Project Number (NCDOT Only): I*A R - 11Y31
3. Property Identification Numbers (Tax PINs):
4. Location
County: Cleveland Nearest Town: Kings Mountain
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take Bypass 74 West from
Charlotte. Exit at Hwy 216 exit. Turn left off of bypass and travel .15 mile to SR 2026.
Take right onto SR 2026 and travel 1.2 miles. Turn left onto SR 2034 and travel 0.5 miles.
Turn right onto SR 2036 and proceed approximately 1.5 miles to project site.
5. Site coordinates, if available (UTM orLat/Long): 35°14'56N/81°23'38W
(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: Existing
road (SR 2036) is a paved road. The new alignment shifts the road approximately 25-30 feet
west to allow safer travel onto a new industrial access road.
7. Property size (acres): 0.5 acres (NCDOT right of way)
8. Nearest body of water (stream/river/sound/ocean/lake):Unnamed tributary to Potts Creek
9. River Basin: Broad
(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/.)
Page 4 of 12
10. Describe the purpose of the proposed work: The project consist of the necessary
realignment of SR 2036 to provide safe travel onto a new industrial access road which is to
be connected to SR 2036 upon completion. Work will be done on a 330 feet section which
will consist of new road construction, paving, and pipe installation using typical heavy
construction equipment The road will be paved to current standards and typical section. A
new pipe will be installed on an unnamed tributary to Potts Creek approximately 150 feet
north of the newly constructed industrial access road. A total of 68 feet of stream will be
redirected through a 64 foot, 48" CMP. The pipe will be installed at a diagonal alignment on
the new road alignment with natural vegetation used to stabilize the inlet and outlet of the
pipe The 44 foot, 48" CMP on the existing alignment will be removed and the banks sloped
at a 2:1 ratio and reve etg ated.
1 l . List the type of equipment to be used to construct the project: Work will be done using
typical heavy construction: bulldozers. pans, trackhoes backhoes, rollers, and pavers.
12. Describe the land use in the vicinity of this project: The surrounding area at this time is
wooded and residential. It is anticipated that industrial development will continue in the area.
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: An additional permit request is anticipated in the future for the completion of this
project The rest of the realignment of SR 2036 will be constructed as well as the replacement of
Bridge # 47. This portion of the project is excluded from the current permit request due to the
expedient necessity of connecting the new industrial road to SR 2036. A structure plan for the
proposed bridge replacement has not been developed at this time and the pipe work must be done
as soon as possible to allow for traffic to reach the new industrial access road.
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
Page 5 of 12
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. Wetland Impacts NO 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***

* 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://w,w•w.fema.sov.
*** 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: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Im ct (leases pecify)

1 Placement of fill 68 fl Unnamed tributan, to 0
.? ft
Intermittent
in stream Potts Creek
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/strwghtening, 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
wr%"v.uses.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., v<titw.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: The new pipe installation
will impact a total of 68 feet of stream. A 44 foot, 48" CMP on the existing alignment will
be removed and banks sloped at a 2:1 ratio and revegetated.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. NO OPEN WATER IMPACTS
Page 6 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.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation NO 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.
The 44 foot 48" existing pipe on the existing alignment is to be replaced with a 48" 64 foot pipe
on the new alignment A ten foot section of the existing pipe will remain in place due to the
presence of a natural gas utility line above the pipe The new pipe will be placed at a diagonal
thus removing 68 feet of stream The new road alignment is necessary to provide safe travel for
the anticipated heavy traffic into a newly constructed industrial access road. The newly
constructed industrial access road was constructed as not to impact other intermittent streams in
the area The invert of the crosspipe will be set approximately 6 inches below the streambed
elevation The stream is 0.5 feet in width and is a low flow stream, therefore, the pipe will be
replaced without diverting stream flow and will be completed within 8 hours.
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 7 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/strmp,ide.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.
STREAM IMPACTS ON THE UNNAMED TRIBUTARY TO POTTS CREEK = 68 FEET.
IT IS ANTICIPATED THAT THE BRIDGE REPLACEMENT (BRIDGE #47 WILL
IMPACT <80 FEET) OF POTTS CREEK. ANTICIPATED TOTAL IMPACTS < 150
FEET, THEREFORE, MITIGATION NOT ANTICIPATED.
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 40] /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 http://h2o.enr.state.nc.ush,?'M/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 8 of 12
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
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
- (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.
mitigation is required calculate the required amount of mitigation by applying
multipliers.
Zone* (squImpact are feet) Multiplier Mitigation
1 3
2 1.5
Total
If buffer
the buffer
Zone 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.
N/A
Page 9 of 12
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.
Partial realignment of SR 2036 (under this permit application) will result in approximately '/a
acre of impervious road surface. Erosion and sedimentation control measures will be in place
during construction. A comparable amount of existing impervious surface will be removed.
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.
N/A
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A 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 seyuencing_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).
There are time constraints for this proiect to be completed by July 1, 2001 to allow for industrial
equipment to be delivered. It is necessary to complete this project as soon as possible to realign
SR 2036 to allow for safe travel of heavy traffic to the newly constructed industrial site. It is
anticipated that more industrial development will occur in the area. The curves in the existing
road alignment around the industrial road entrance decreases the sight distance and causes
concern from the residents which live in this area. The new alignment will improve travel safety
on SR 2036 for large trucks and heavy equipment and for local residents.
^ / t / f . _
6
Applicant/Agent's Signature ISate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
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Name: GROVER Scope of project(partial Location: 035° 14'56.2" N 081° 23'38.5" W
Date: 5/18/2001 Caption: Pipe installation on realigned section of SR 2036; Unnamed
Scale: 1 inch equals 1000 feet and pipe ipe i road insstallationtallation ng, tributary to Potts Creek, Class C Waters, Broad River Basin
. New road alicinment
Copyright (C) 1997, Maptech, Inc
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SF,CRETARY
0108 53
MEMO TO: John Dorney, NCDENR/DWQ/401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Officer 'T_5
DATE: May 21, 2001
SUBJECT: Pre-construction Notification
Enclosed are seven copies of a pre-construction notification nationwide permit
application for a road realignment/pipe replacement project in Cleveland County for your
review and comments.
is
fWi'I : E r f
It?'U'L IVED
Post Office Box 47 Shelby, North Carolina 28151-0047