20010921 Ver 1_Complete File_20010703

W A T ?RpG
r
? Y
July 17, 2001
Cleveland County
DWQ Project No. 010921
SR 2227 (Rippy Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
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 90 linear feet
and temporarily impact 80 linear feet of an unnamed tributary to Lick Branch for the purpose of
improving SR 2227 (Rippy Road) in Cleveland County. The project should be constructed in accordance
with your application dated June 15, 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 General (Regional) Permit Number 198200031. 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 and any additional
conditions listed below.
1. If concrete is used, work must be accomplished so that wet concrete does not contact stream water.
This will lessen the chance of altering the stream's chemistry and causing a fish kill.
2. Temporary or permanent herbaceous vegetation should be planted on all bare soil within IS days of
ground-disturbing activities to provide long term erosion control.
3. The culverts required for this project shall be installed in such a manner that the original stream
profile is not altered (i.e. the depth of the channel should not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of culvert
extensions.
4. All work shall be performed during low flow conditions.
5. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
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
6. The presence of equipment in the channels must be minimized. Under no circumstances should 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.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when
practical. If necessary, rip-rap should be limited to the stream bank below the high water mark, and
vegetation should be used for stabilization above high water.
9. Rock silt screens at culvert outlets should be removed at project completion.
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 or Mr.
Pete Colwell of the Mooresville Region Office at 704.663.1699.
Sincerely,
Attachment
. cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy
TO: Steve Lund, USACOE
Asheville Field Office
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: June 18, 2001
SUBJECT: North Carolina Department of Transportation (NCDOT), SR2227, Rippy
Road, Unnamed Tributary to Lick Branch, Cleveland County
These comments are provided in accordance with the provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the North
Carolina Environmental Policy Act (G.S. 113A-1 through 113A-10; NCAC 25). The
NCDOT proposes to grade and pave the referenced road. The project will include pipe
extensions at Station 13+50 and 24+50 for a total of 90 linear feet of additional fill. A
temporary diversion will be required. Pipes will be placed 1 foot below streambed grade
and existing channel morphology will be maintained.
We will not object to the project provided the following conditions are
implemented.
The pipes should be designed and constructed large enough so that they can be
installed one foot below streambed grade so that all waters can flow through
uninterrupted and without damming or freefalling on either end during low
flow conditions to maintain passage. The dimension, pattern, and profile of the
stream above and below the pipes should not be modified by widening the
stream channel or reducing the depth of the stream. Natural channel dimension
restoration should be provided if the stream has been previously widened.
2. If concrete will be used, work must be accomplished so that wet concrete does
not contact stream water. This will lessen the chance of altering the stream's
water chemistry and causing a fish kill.
SR2227, Cleveland County 2 June 18, 2001
3. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
4. Stringent erosion control measures should be installed where soil is disturbed
and maintained until project completion.
5. Temporary or permanent herbaceous vegetation should be planted on all bare
soil within 15 days of ground disturbing activities to provide long-term erosion
control. Riprap stabilization should be pressed into the substrate so as not to
interfere with aquatic life passage. We encourage NCDOT to utilize onsite
vegetation and materials for streambank stabilization when practicable.
6. The water diversion activities should be in compliance with turbidity standards.
All materials must be removed and the affected areas restored to pre-existing
conditions.
Thank you for the opportunity to review and comment on this project during the
early planning stages. If you have any questions regarding these comments, please
contact me at 336/769-9453.
Cc: Cynthia Van Der Wiele, DWQ
Trish Simon, NCDOT
p?0? W AT?9PG
> -i

Michael F. Easley
Governor
William G. Ross,-Jr., Secretary
'QgRartment of Environment and Natural Resources
1 n Z . A Gregory J. Thorpe, Ph.D.
Acting Director
n Division of Water Quality
---.....n.,...
DWQ Project No.: 0/020/ County:
Applicant: 42 G E1 7-
Project Name: - = / 4?1'
Date of Issuance of 401 Water Quality Certification: 2i
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC,
27699-1621.This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer.1t is not necessary to send certificates from all of these.
Applicant's Certification
1, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
A nt's Certifi Hon
1, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plnd spp?fi?at???nd other?pporting nyaterfals
J16_7 1Z 6 & t)4 C_ ?Y!/ItvT, EPIC ,
If this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe
(periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. Date
JC]
N M
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
01 ISSUED
ilk. 4
STATE oi? NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVI?RNOR SRCRF,TARY
P.O. Box 47, Shelby. N.C. 28151
June 26, 2001
Rob Ridings
401 /Wetlands/DWQ
2321 Crabtree Blvd.
Suite 250
Raleigh, N.C. 27604
Dear Rob:
I apologize for any inconvenience this oversight may have caused. Enclosed is the
signed check for the project on SR 2227 in Cleveland County.
Thank you,
J-
Trish Simon
Division 12 Environmental Officer
Posk Office Box 47 Shelby, North Carolina 28151-0047
ISSUED
eiSIN( A
t? . f 0 9 P?
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERtiOR
PO BOX 47, SHELBY, NC 28151
June 15, 2001
SECRETARY
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 2227, Rippy Road
Cleveland County, NC
Dear Mr. Lund:
The North Carolina Department of Transportation, Division of Highways, proposes the
following project for your issuance of a Section 404 Permit. We believe this project can
be accomplished under N",VP # 14, Linear Transportation Crossing:
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP 914, a sketch of planned activities, and a location map relative to the secondary
road paving project and pipe replacement projects on SR 2227, Rippy Road, Cleveland
County, NC.
The stream impacted by the proposed project is an unnamed tributary to Lick Branch,
which is classified Class C Waters and is located in the Broad River Basin. The tributary
does not appear on the USGS topographical map (Blackburgs North Quadrangle, 1971).
There are no wetlands involved in the project.
Rippy Road is currently an unpaved gravel road. Division of Highways plans to pave the
road from NC/SC State Line to SR 2226. It will be graded and paved.to current standards
and typical section using bulldozers, pans, backhoes, rollers, and pavers. The project will
include upgrading existing alignment as well as construct an area of new alignment to
provide a safer alignment and reduce impacts to a parallel tributary. The alignment
change is shown on an enclosed map. The approximate acreage of the secondary road
paving project is 7.71 acres of NC DOT right of way.
Mr. Steve Lund
Page 2- SR2227, Cleveland County
June 15, 2001
The project proposal also includes the pipe replacement/extension projects at Stations
13+50 and 24+50. A 20-foot long, 72" CMP will be attached to both the inlet and outlet
of the existing 4' x 4' concrete culvert pipe at Station 13+50. A 30' long, 4'x 4' concrete
box culvert will be replaced with a 50' long, 54" CMP at Station 24+50. Riprap will be
placed at the inlet and outlet of new pipes for bank stabilization. The approximate
acreage of these two pipe replacement projects is <'/z acre of the NC DOT right of way.
The total linear footage of the unnamed tributary to Lick Branch to be permanently
impacted by the placement of fill in the tributary and the placement of riprap at the inlet
and outlet for stabilization is 90 feet.
The pipes will be placed one foot below existing streambed elevation and disturbed areas
associated with the pipe replacements will be stabilized. Existing channel morphology
will be maintained.
It is proposed that the watercourse be blocked using concrete barriers and sandbags and
pumped around the two construction areas through vinyl pipes during pipe installations.
The diversions will extend approximately 20 feet beyond the length of the new pipes.
A review of the Natural Heritage information for the threatened species listed for
Cleveland County, the dwarf-flowered heartleaf (Hexastylis naniflora), did not reveal any
known sites in the vicinity of the proposed project. I have conducted a survey for the
dwarf-flowered heartleaf in the project area on May 1, 2001. None were observed. It
was determined that no heartleaf species or suitable habitat was located in the proposed
project area. No significant effect on this species. is anticipated.. _
A review of the National Register of Historic Places was also conducted. There are no
sites listed on the National Register nor are there any eligible historic sites that will be
affected by the proposed project. Enclosed is concurrence from the State Historic
Preservation Office for this 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 concurrence 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.
Your earliest consideration for this request would be greatly appreciated. Should you
have any questions, please call me at 704-480-9020.
Mr. Steve Lund
Page 3- SR2227, Cleveland County
June 15, 2001
Sincerely,
Trish Simon
Division 12 Environmental Officer
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Dan Holderman, Division Bridge Engineer
Mr. Larry Carpenter, Cleveland County Maintenance Engineer
Mr. Neil Trivette, Area Roadside Environmental Engineer
Mr. Ron Linville, WRC
Mr. Brian Cole, USF & WS
Mr. John Dorney, DENR,DWQ,401/Wetlands Unit
File
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 1 0 9 2 1
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
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 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: tsimon(a?dot.state.ne.us
Pap 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: Rippe Road SR 2227) secondary road paving project- Two pipe
replacements at Station 13+50 and 24+50.
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Numbers (Tax PINs): NCDOT Right of Way. See attached right of
way acquisition and adjacent property owner list with Tax PlN's.
4. Location
County: Cleveland Nearest Town: Grover
Subdivision name (include phase/lot number): N/A
Directions to. site (include road numbers,., landmarks,- etc.)Jake. Hwy 226 North From
Grover, turn left onto SR 2226 and proceed approximately 2 miles. Turn left onto SR 2227
and travel approximately 0.5 mile to Station 24+50, continue 0.2 mile to Station 13+50.
5. Site coordinates, if available (UTM or Lat/Long): Station 24+50 - 35°33'81N/81°30'01W:
Station 13+50- 35°10'24N/81°30'04W
(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 2227) is an unpaved road that is to be paved under this permit request.
7. Property size (acres): 7.71 acres (NCDOT right of way)
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Lick Branch.
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 htip:Hh2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work:The project consists of upgrading the existing
unpaved road to current paved road standards for the safety of the travelling public. Will
upgrade existing alignment with a 200 feet area of new alignment. The existing roadway is 18
feet and will be paved to 20 feet. At Station 13+50, 20 feet of 72" CMP will be attached to an
existin- 4'x4' concrete culvert with concrete headwalls utilizing concrete collars at the inlet
and outlet. At Station 24+50, an existing 30-foot long, 4' x 4' concrete culvert will be replaced
and with a 50-foot, 54" CNIP.
11. List the type of equipment to be used to construct the project: Work will be done using
typical heave construction: bulldozers, pans, backhoes, rollers, pavers and trackhoes.
12. Describe the land use in the vicinity of this project: The surrounding area at this time is
wooded. There were several properties for sale adjacent to SR 2227: therefore, it is
anticipated that residential development may occur once the road is paved.
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.
N/A
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: DOT does not plan to replace Bridge #71 on SR 2227 in the near future.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
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**
(yes/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 /ht ti?v.fcma.rrn .
*** List a uvetland type that best describes wetland to be impacted (e.g., freshwater/saltAvater 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 Type of Length of Average Width Perennial or
Site Number Impact* Impact Stream Name" of Stream Intermittent?
(indicate on ma (linear feet Before Impact (please scif
Placement of 40 ft (Pipe Unnamed tributary to Jurisdictional
I fill in stream extension) Lick Branch 1.0 ft stream (Not on
USGS To Map)
Riprap at pipe 5 ft at inlet &
1 inlet and outlet outlet "
(for (Total= 10 ft)
stabilization)
Stream Temporary(20
diversion beyond
f
t
1
during pipe outlet of
and .. `<

installation proposed
culvert
2 Placement of 20 ft (Pipe 0 ft
2 "
fill in stream extension) .
Riprap at pipe 10 ft at inlet
2 inlet and outlet outlet "
(for (Total=20 ft)
stabilization)
Stream Temporary(20
diversion f
beyond
inlet
2
during pipe outlc of
and "

installation proposed
culvert
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/straightcning, etc. If stream relocation is
proposed, plans and profiles shouting 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
do%viistrcam named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
ttww.uses.aov. Several internet sites also allow direct doutziload and printing of USGS maps (e.g., -,VNV".topozone.com,
Nv%\ •.mapque(;t.com, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: Permanent impacts due to
fill in stream = 60 feet. Cumulative distance riprap placement for stabilization = 30 feet.
Total temporary impacts at both stream crossings due to diversion = 80 feet.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. NO OPEN WATER IMPACTS
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
(if applicable) Type of Waterbody
(lake> pond, estuary, sound,
bay. ocean. etc.

' 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 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.
NCDOT will be grading; and paving SR 2227 in order to improve safety and to reduce
maintenance of the road. Grading will occur predominantly on existing alignment to minimize
impact to the surrounding environment, with only one alignment shift to provide safer alignment
for the traveling public and to reduce potential stream impacts to the parallel tributary. The
unnamed tributaries to Lick Branch parallels SR 2227 in several areas. Silt fences will be
installed in those areas where the construction occurs in close proximity to the stream to prevent
excessive silt from entering the tributaries. Also, at these locations where the stream parallels
the road, clearing and rue, bbing of vegetation will be minimized in an effort to prevent erosion
The streams are 1.0 -2.0 feet in width- a piped stream diversion will be utilized to manage the
stream during the pipe placement.
Page 7 of 12
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
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/newetlands/strmuide.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.
PERMANENT STREAM IMPACTS ON THE UNNAMED TRIBUTARY TO LICK
BRANCH DUE TO FILL AND RIPRAP PLACEMENT FOR STABILIZATION = 90
FEET• THEREFORE MITIGATION IS 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 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, eheck.the NCWRP website at http://h2o.enr.state.nc.ug/NN•rp/indcx.titm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 8 of 12
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
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:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
N/A
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.
SR 2227 is a 1.06 mile unpaved road that is to be paved to a 20-foot width. Erosion and
sedimentation control measures will be in place during, construction.
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
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
i % %, ft r
(may ?`` 1 . • - 1 y ?f` ,...-'.? ? ' ?' i /I + LY:?'y • {`T,?' ii ? ? ??} ? Q ??'? ''" r `•
0
Nk-
ape Re'1 * 'd n f2
-_ ,? . ? , rr" f 7 ? 1 i fr.f••Y•1?` j ' .?-.' ? ?Y?a ? ST 3
•
N.-Y ( r: r rr
73,67,
,
f ...? s h .
L
755
h
it '•.?. ?'.??r-°-, - `?y? . { . -.. ^`' f ??•??1? \° J f i ?.-,
j Name: BLACKSBURG NORTH Location: 035' 10'21.7" N 081' 30'09.0" W
Date: 5/21/2001 Caption: Pipe Replacements of1SR 2227, Unnamed tributary to Lick
Scale: 1 inch equals 1000 feet Branch, Class C Waters, Broad River Basin
i -
i
(C) 1997, Mlaptech, Inc.
?va?S
' ? 20 pc 5 E? 7Z „? ?P ?Zo 'La,c??
rr,9c,lf ra Euisrvh ??,???
Ale
•?- rO S, c , vvE'
?Qo pvsc? mss .3 s?1P?,4P
k7 'L)LG-r d trr'GGr
C'?l-I STl.v?i ¢ u, 4, ? Go ??c?T? ?c?L ?2
? ? SrA /3fsr?
? 52 ZZ2?
li (elm ?)
ZS
GS v
?J u,uu4rn 7-/Z-!

I S t 73E? 7a SL.t?E
I _
C /?vc-ET G a ?L-cr--7-?
?= 4-I s-n rJ S 4-lv 4 l c avcrZEn?
f ?FIL6~
J i V, 1 2 - t3 Z ?Dti E m r1y??14;tx
C?v?-??? CouvTr-j
`
/?FZ(? /gyp SL?o GOOr-oEar r ? _ ..
G'A?wl?c-L. -f 7D
1.

G?1-/ST ¢ Y4- c???GT?'s
f'2o rve 5 ?? ?L?4SS .L. 2eP?yp
A-°r i uc ?T d ULr-c?' - 94:

u?IJfk?C? 7?L, /3?.T?l-rL7
7a [ t C r_ L1l -
" ,.r`?.., wzrn?S
-P L"4-Aj
is cJ TD 4!e , &
? do 3
s e r wt,?- - 01- r?eon?sa? 1
S7 EAmaC-),
IL) 12- E n'A??T'?vfh.
GLcu EL rhl) cz4, Lr-Ll
SC ZZZ 7 (ei??y e))
STA • Z4+ c27 4ULd, 47 '?
. '• t,?.?yJ?,?,' L?.i ?1, ?+• ,?,`? r! r?:, r _? 5''I + {`r•'. - ; y??,+"'fu -rr_ !S?•?",`J^ /f g-0 `;'
Jr -..• _S*?.?if a.Y Y+"t - ?n . Z??,.r?-.., '..4. ? 1,+. ? M ? _
-'?i •t?l?'ti?L!}"' ? ,?.R• ? r; s, ? . ? j?l ., 4. • ( ? L3Ir1Y1Dx ,;? ? 1?' ?° f . w?.
qtre 3+• a (? t - r ? y .-' ?... r:. ? ?i 3, + ?J
... {• ?? ltY`?+J w ax r ?. Jai _ S i r'1 ,r d ^i. :, [{, .` IT at`
"?,`??`,r°yi * > fZ.?'¢ ,?" .. j. •.Y s, ? i4r€,17t.'fI , ?Z} 't, ' t • ? 1 z. e+• ' r ."' ZWN ..J? . '..?.J
t - rk'!..'?'.?t:,t?y??.'?? - _'?.kr Vrie'ti ? ??:'?????' J+,? ?. " j? ` _ ly ?.:? ? ? ?-' rsl ? r`t T„? ? . { ,c ,{_ ? ??r.'?,?
._ ?s??,. i fSI ?. Ylra4.1y r! W W KY f. ti` r --;
s.r??i ?P" r , L`J 1 t t _ ?' `^. *r .??• 7?..? 1`?'?`s ? ? T nm "-?. ?, 4
VNI
?,rs, y ??. i`?4ti` '#t.? - ? ?M f 'f f ?{"?t(`ti J;T < - ? •;? iL'+
? - "mil' .;?, ? • All,
y?:.7Fyi„`\ rrF. +t^4l w '>? a i \ L,sf?•' t Y. ?,iv Jt' ,
.",.:,t{?i??3+7-T7'?++.
s?"'? ' tii?rf"f JE ? aJ ?.+??•r .. ?..', ?" i • s Jty`w? ? J °`/'??J:-J i ,rN ? I.• r i r '?. ?..{` 1.•
'i '?/ rf'tk3?'.?Y?•?',?j; •.•` ? r. ? 4f• ??., i `..'-•j c ?.y;f
.+}?,} ?.? JYt,?? ! r?? --t ??? +'€; ,r ?. ?: -_ - a..r... ? a• Y ,I i! st.t y a "??.- - t , i'?"3?:..
v .rx+? / >P'`l17 Mny ?; '[!E.
SLY.. ??{iit,•.' ?J?_-_ }?` ?-^+ ?v?` : ??._°"??Lb?- /?. ?,}?T• ;. ? a- r(s i?•. I ;!
??,??r ?? ? f,?t•.?` r? f "' '? ,.,??r- ? +._`` r r,}?, cr` .* ? 4,+ ,? Ai3 { ? `` ? w•f ? ?, ??;
'r? ` ?ii^'F??.7'{?*?E ' 7r ?1~.?'?d ^?3' "„^,ti-'.? `t ?r ?? '?r•.?. r ? -- ; '? •?? f?'t , _ _ .., 1?? • ? .. ?s ?t, ? ! I •-. ?... t
f rtTM lr ?'t ' rF i '?•?. rZo ?r.j- Ze " x Fir -s :r?.'1 t ? r t 'fD; SiV ?.j / Ott J. .1
j tl?.`:?AR r _ it '*.'„-•a'?ti't.r,? .., f ?i.F r. -'? 5,.;: t
-i.?•.lt?V?'?dtF ;1 N ?'-? k. F ?..s's-.y?ro.r ^-' .2`'i
r i"^Lr;t{ t. jt-Ty---•n,-•s}•e? * ••??,??"?"".??.`S .'' s'?7:^!
..<yy!.t! - lT=`n+' -.-
f i 3i-
_?ir17...
•-??'?,•??r_.,}0. 1 ?. fit' .?` (?!{1 ?-??sL C?.t _t+Y 1 ?"/ tom', ^ _??'.•? ? t?? +,,?t ? }.1..?? /-r ??F."?r??
' , 1 •Y?t.: w.; ? J f'" ??i ?a?,4 ? ? 7' ??, ? ..?.Y ? ?I i-?!' ?:' ,+ `_ t?f-- ?` .•? ?./7 ? i. -y' f.' ?.?C'
CAI
i .s.,e ,M, _ ? rt..t ???, ?,'?? .- A:`' ?.?{-?>f-r i?,^s 4i` `? i ?' * Y? ••+t" !? Nr,' ? ?II???.?` .a' ?? 1=•
j y - Yt ,.?.-e `cA _' ?• /,t i? Yi?a -?"''.. r ;a"?fl I? ;? , f I•, }.?r.?` p.,,,!!!1 tt V?.?_,y, v
. ._? •? •"•? Yom. 7i ,f +e? ,,,.J?sy?- ? t"? tr t ?. G ?? 1 •r"'^S'.` +'`+?
.2 21
?r ??' f?? ???y`'? ?`?:1, a `J-,# '`.t..? ? '}?• 3 ':'-? 5?? try- - ? f -f-_?' e,•+
?, ju? i ?+-. _ . C•'I ?i E ?_ , yt ` h I"-'r .' I` _ rr'^` J4 ?.? w ?...- i. I r•i _ ..'l.{' .1?0?? ?. ?I ,R3? ?.E ? ,? ? ? `` ? ai r ?? -.__. r.EIL::...D ?l?r ?"„?,7f -? ,t '..
14?
`. ?~v ftt t# ! CIII?-^]???^^^" S t_r? ?"?F ?? i li '4 r, \' ?I +
Mi?tliy?,A?'w?j?+rt+t?r =w?`0? 'f;r b ? 7 .l? df •,??`I..s: ,r.,r" ti 1? :_ ? ?7/ ?r,_•?t- .`.?pi,,J
?N? - ? iz•t?
?( ?C"? - eri ?Fx, _•'?+• f ..-. ??yr}?j'r...r p tr ?,? t` ?F? `,?Jf ?? ? ?r ? - r?' 1. '\;,.?
t ; - ?•?.. ? ?? -`?• a,I? -.Ts'- r? t .-? i? ? ??a?., ? ? ??. ? t -1' ' ? lid _ r ° -?i -
Y 1: a T 3 '' r0 vS'.t .Jrr r?r N k ?^+?•r• .. ,?` lt„`? t 1..: f 1 . , C' tvr' d
z?Y 'S?hh} -.. i - •! -i Grp ?_?? i?W\. rt? ..? .'? W F -`-?
?•r ??.,r,?t? s •? use=.rff 3t' f,? f?t?? +tr•:? ?'ml ?E?:r; m '•-? ?'+ ? r ?::. ?•..
lib ? i r `1 • ? ?,?y,-_ ?t'?Gt ?? ;?? ? ??i l? jr?+ jf !! W ? t- a..? )''? 7 ?•• ? .i ,'???,+-1?'F_.
•Y ~ l-
a•,1 r' f`?t?f :r?"??} 1 ?r .` r' ?kp° `? <; t?.f y??? r
17.
` ?,r? '1•-!'•L?r.'r "f9° 4.? =__.e? ?i?a. ..`i.. 4Jf`?nrt„?? l7''•i"? - {t j
~?'^' ?- va /rrr.T. a.ia` v? -_ : ,]' ;.,??_ ti:• 1 "'?•
ILI
b,`. ?. rte }CLEVELAND O i
:,,x•.L c, C U NTY, NORTH
CAROLINAS + ,'% `?
4 ?- FIELD SHEET NO. 32
,• ?Y, _ - ,
•ti?•• .ems ., ..R s ? :.? ` r _ tis
_4 SCALE 1: 24 , 000

i

i

2

I i ?
j [
i S_

-
E

- i
-?

;k:
' ? {
!
? ? ? '
? .. ? ,
}
;? ?. ? C _
. a - ? L
? ' f ?'
t i
f ' I ? _e ' 1
f ? {

`

? ?
?? ?

??
?

i
' ;

`
1
ci. j

? j pry,
a_

i?.
F ? ? ? f'

1

f .

?; 8

f

1
i

i

(

?
( f

t 2
t`
y. _

? ? '
,-
?.

p
Downstream of 1" pipe replacement project on SR 2227 on an unnamed tributary to Lick
Branch in Cleveland County
,! I

Mvc-008s.jpg (640x480x16M jpeg)
Upstream of 2nd pipe replacement project on SR 2227 on an unnamed tributary to Lick
Branch in Cleveland County
Mvc-0o5s.jpg (64UMbux16M Dpeg)
I
j Downstream of 2" pipe replacement project on SR 2227 on an unnamed tributary to Lick
i Branch in Cleveland County
1
I
I
i
i '
Mvc-006s.jpg (64Ux4bUx16M peg)
EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY
SR 2227
DATE April 30. 2001
DIVISION OF HIGIi)WAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
VV. 0. - 6.80 IITT
i.
it
PURPOSE
The purpose of this Erosion and'
Sedimentation Control Program of the Division ofi'
.t
Highways is -to control accelerated erosion and
sedimentation resulting from the construction and
maintenance of roads and highways in North
Carolina. This program is developed pursuant to
tlIe requii ements contained in the Rules and!
Regulations for Erosion and Sedimentation Control`
f
which were adopted by the North Carolina
Sedimentation ? -- -
LonL_ of Commission onprll 10,
1974.

2PG30JEC

SR 2227 (Rippy Rd. ) from its intersection with NC State Line to SR 2226 . It will be
constructed to the attached typical section. No problem areas are anticipated. The work will be
completed during the 01/02 construction season.

CONSTRUCTION SEQUENCE
1. Grading to be started by state forces. Install all necessary silt fences, sediment basins, and check dams
and begin clearing construction area.
2. Rough grade the construction area and begin installing any storm drainage and/or cross lines. Install
inlet and outlet protection as stone drainage is being installed.
3. As an area is brought to finish grade and the black base is placed for the road; and the shoulder
finished, then seed, mulch and tack should be provided for denuded areas.
4. Leave all erosion control devices iri place until vegetation has been established sufficiently to
withstand erosion. DO NOT remove any erosion control devices until directed by the County
Engneer.
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stabiHhr and operation following every
runoff producing rainfall but in no case less than once every week. Any repairs will be made
immediately to maintain all practices as designed.
3. Sediment will be removed from behind the sediment fence when it becomes about 0.5 feet deep at the
fence. The sediment fence will be repaired as necessary to maintain a barrier.
3. All seeded areas will be fertilized, reseeded as necessary and mulched according to the instruction in
the seeded specifications to maintain a vigorous, dense vegetative cover.
4. Outlet protection will be installed when outlets are installed. Filter fabric will be placed under the
entire stone section and will be repaired and replaced if damaged during any phase of construction.
5. Sediment will be removed from the basin when it reaches 1.0 foot below the emergency spillway. The
filter stone is to be cleaned or replaced when basin no longer drains properly.
GROUND COVER FOR SLOPES. FILLS -AND OTHER GRADED AREAS
The angles for graded slopes and fills shall be no greater than the angle which can be retained by vegetative
cover or other adequate erosion control devices or structures.
•Seeding should be done in accordance with the specifications for that season of the year. -
Additional erosion control measures may be required depending on the actual field conditions.
1Y
CLEVELAND COUNTY
NORTH CAROLINA
s
.nippy Road SR 2227 1.06 mi.

0 0
a

a ?

9

C

P
?L
L
?I

E_"_`ROSIONCONTRO
?,
DETAILS AND
SPECIFICATIONS
x -DescriPfinn v I Page
245.03 Temporary Silt Ditch VI-2
245.05 Temporary Diversion VI.4
893.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm
......... '4 F- VI S
245.01 Silt Basin Type A
245.02 Silt Basin Type B
392.04 Temporary Rock Silt Check Type-A
895.10 -•-•---•- ----------- VI 14
Temporary Rock Silt Check Type-B ............ > ____________ VI 16
392.01 Temporary Rock Sediment Dam Type-A ___ VI - is
892.02 Temporary Rock Sediment Dam Type-B VI - 20
897.01" Rock Pipe Inlet Protection •-• -----
VI - 22
894.01 Rock Silt Screen ......................................... 2 -- -- VI 24
245.04 Stilling Basin ...........................•-•---.................... ® ----- VI - 26
Rock Inlet Protection:
896.01 Type A ............................... A 0-- OR •- A )? VI - 30
896.02 Type B ...........................
.... B LUJ •• OR -• E3 ----- VI - 32
896.03 Type C. .................... .. C -- OR •• C? ---- VI - 34
VI-1 March, 1993
SILT BASIN TYPE-B:

A silt basin type-13 is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-13 silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned-out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS or. USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRIn-RIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L z W z D)

VI-12 March, 1993
c?
O N
7, m
F- v

rrn ..0 •.L /
1 )?

I V,

1
.1

W
0 70
mm
-- J
IIIII ° II!'II
0
a 1111 ? ? 11
N --
l 111111
o III 11
? __ 111111
? IIIII -111111
1tn 11 II
III i_I 9 II II
N
IIIII ? III
a ? I _I
_ k
i?i?ll IIIII
I_I-III Hill
? IIIII 1111111=
- IIIII
o III I.I ? 11111
I`\ 11111 a IIIII
? -i m 111111
VI-13
0
a
w
J
w
m
0-
?zv
Co TTY
J oom
to ?.
LOS
z N
Q

Lrl

O v O
?
? A E

F
1

1
7

March, 1993
TEMPORARY ROCK SILT CHECK TYPE-B:
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone: They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF-USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRIn?R1A:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) _ (3 / % of ditch grade) X 100 ft.
-f . VI-16 March, 1993=
U
t--
W
O a-
O
O T
U =
O F- U
LJ O
O., O
Ld
> O
LL LL 0-
0 O CD
W W
Ln
m m
K?
i`-
W F--
LU m Q
Z J?
O J F--
?-Jaz
cnO=ozz
cr-u)uoo
W F- F- --•
mZOW cn
OZ2rt0
Ju<1:F-WCr•
Q Z ^ F- 0- Ld
=o• aWC:.
U)-m UOm
U). (r - LL .
WO Oct
ZmLnLL0-WIn
OWUI ZLn
WF- Q0F-02
F-(nMJ--F-J
O oUQzwu
Z LL •- (L Z)• .-
0
z

u
J

Q -
? I11
LI]

?m o
w_
> ? , V F-
y -
` W
\
4 Q
J -
o\ (n W
a
1!/ N W
O >
U
l 11
2
U
F--
O
J
Q
O 1
1 J
0 W
N ~
W z >
a ,z
Z
1
O
LL
O Q
>
lt1 W
Ln J
1 W
Q, 1
II ,
1
J
tl
©Z
N
W Q
a- M
J
S ID JL.0
Q
?- z
0
u
z C)
-0
'i U -
LIJ <I
? i - LO
Cr)
N
t!%! O d
L Cz
.1U ~
J
11]
z
2
Q
?Z
o?Q
o
O i
7, QI
i
t: C
C
O m
(r
Cr
Q7
1
w
u
W
U
?V)
O
Cn ?>
=J
u Uv7
U x=z
op
?.. zz
C? ?-oc
Q O cn
07-- w,
CD ?A
F-
Q
f
cn
D
No.
1h
?'' VI-17 March, 1993

zo o-
NC state 1
1 e

Shee 2 of a
I
T

Sheet 3 of 4
45+00
40+00
35+00
Sheet 4 of 4
Lry r?Nte?
1
STATE OF NORTH CAROLNA
DEPARI NMNT OF TRANSPORTATION
Michael F. Easley P.O. BOX 25201, RALEIGH, N.C. 27611-5201 Lyndo Tippett
GovEP-NoR SECRETARY
March 23, 2001
MEMORANDUM TO: Mr. Steve Whisnant
Division Right of Way Agent
FROM: D. D. Reece
District Engineer
SUBJECT: W.O.6.802113T - Cleveland County P/&p'?
SR 2227, Rippy Road
Acquisition of Right of Way epa'7-Er-5
To` whip # 4
Attached is sketch, county map, typical section and pole data sheet
on the above road. Please acquire the indicated 60' feet right of way. Right
of Way has been staked.
The Department of Transportation will reset the fences. If the owner
wants new fence, it will be his responsibility to furnish the post and wire.
This road will be in the 2001-2002 program and work will begin after
July 1, 2001.
We will be glad to assist the assigned agent in anyway possible.
Please have him contact Mr.Larry Carpenter.
LSC:wsc
Attachments
cc: Mr. M.L. Holder, Division Engineer
Mr.L.S. Carpenter, County Maintenance Engineer
254 Kemper Road , Shelby, N.C. 28150
17 0
Rippy Road R 2227
Acquire 60' R/W
5597 ft.. 1.06 mi.
Sheet 1 of 4
Chesterfield Yarn Mills. Inc.
9T-349
Chesterfield Yarn Mills, Inc.
9T-349
10+100

3
Robert Eugene Peterson
& Ernest Wayne Peterson
1255-346
1
arolina L
5+00
Earl J. Hoyle &
w/ Charlotte P.
1151-746
2
11
Sheet 2 of 4
Christopher Edgar Neisler &
Matthew Ramseur Neisler
1197-1791
4
Joe A. Neisler &
Huah M. Neisler
7V-568

Christopher Edgar Neisler &
Matthew ramseur Neisler
1197-1791
Chesterfield Yarn Mills, Inc.
9T-349
30+00
:hristopher Edgar Neisler &
Matthew Ramseur Neisler
197-1791
4
'. 5+00
Joe A Neisler &
Huah M. Neisler
7V-568
0+00
Christopher Edgar Neisler &
Matthew Ramseur Neisler
1197-1791
3 Chesterfield Yarn Mills, Inc.
3+00 9T-349

Sheet 3 of 4
Worth Leon Rippy Jr.
1123-1977
6
4
Christopher Edgar Neisler R
Matthew Ramseur Neisler
1197-1791
45+00
40+00
`North Leon Rippy Jr.
1123-1977

35+00
4
Christopher Edgar Heisler
Matthew Ramseur Neisler
1197-1791
00
Sheet 4 of 4
Lavender Roan SR 2226
55+12
End of Project At Sta. 55=12.00
Worth Leon P#py Jr.
1123-1971
6
50+00
Worth Leon Rippy Jr.
1123-1971
6

,CLEVELAND COUNTYNORTH CAROLINA
R.ippy Road SR 2227 1.06 mi.
POLE DATA NPN 61-03447
PROJECT 6.802113T Rippy Road COUNTY Cleveland Sheet 1 of 1
O?NNER OF POLE LINE. Rutherford EINIC.
DIST. FROM ? DIST. FRO'd CENTER
CENTER PROJECT
PRESENT ROAD DIST. CENTER
PROTECT
AFTER MOVING
STATION POLE
NUMBER
LT. I
RT. LT.
RT.
LT. I RT. REN ARKS
0+05 1. 25' 25' I 30 I 'MOVE POLE and GUY
9-90 2 I 25' 25' ! I 35' MOVE POLE and GUY
11-25 I 3 I 20' I 20' I I 30' MOVE POLE
11-25 4 22' I 22' 30' MOVE SPAN GUY POLE
13+15 I 5 18' i 18' 4 I 30' MOVE POLE and GUY
'_5-55 o i I 20' , I 15' I 30' MOVE pole and GUY WIRES
15-30 7 I 25' I ti' I 30' MOVE POLE and GUY
1 i I I

! I ! i !
3 i I 3 I
? ? I E
I I I I s i !
? ! I i ! I I

? I I ! I !

? I I I ? i
' I ! . I

E , I I i n
! `
I i i I

I I
I
I
! ? I
I
I I I ! I

I I

I

!
POLE DATA
PROJECT 6.802113T Rippy Road
OWNER OF POLE LINE Duke Energy
COUNTY Cleveland
NPN o1-03447
Sheet 1 of 1
DIST. FROM
CENTER
PRESEvT ROAD DIST. FROM CENTER
PROJECT DIST. CENTER
PROTECT
AFTER ?MOVING
STATION POLE
NU?=11
LT.
RT.
LT.
T RT.
LT.
RT. REDIARKS
0+05 1 25' I ! 25' I j 30 , MOVE POLE and GUY
2 3 . 25' I 25' w 1 35' 1 MOVE POLE and GUY
11+25 3 I 20' I 20' 30' MOVE POLE
11+25 4 2^' 22' I 30' MOVE SPAN GUY POLE
i3-15 5 ` I is, I 18' 30' 1 ASOVE POLE and GUY
;5--55 I o I 20' i 15' 1 30' 1 'MOVE pole and GUY WIRES
45-30 7 4 25' i 25' I 30' i MOVE POLE and GUY
I i I I i I
? I I I
i I I
I
3 I t i I 9 I I

? I I ? i I !

' ? I I
I I I 4

i I I
1 a 1 i I

± I I

I I
1 ! I ? I i

I • 1
I I
I

I
I
i I I 1

" I ;
POLE DATA
PROJECT 6.802113T R.ippy Road COUNTY Cleveland
ONNINER OF POLE LINE Southern Bell Telephone Co.
NPN 61-03447
Sheet 1 of 1
DIST. FROM
CENTER
PRESENT ROAD DIST. FROM CENTER
PROTECT DIST. CENTER
PROJECT
AFTER ?N40 VING
STATION POLE
ti-nMER I
LT. I RT.
r
LT.
RT.
LT. I RENURKS
RT.
underaround cable.

1
t
l
I
I
J ! 1
? i I I r
p 1

? I : I I I
I
I 1 i ( ? e
h
3
1 F I ? I ? I
t 1 I r, I I
I I
f
I ? ? 1 I

g ? ! I I

55 _ i 1 1 ROAD
V 154174 - -,
i081 1461
141) (451 144) 14s, 65 70 7 72 73, s.91 ?..
3rr '" dal,
58 ?p 1 63 64
tr , 6 62
T r. /9 ?QC' 69 Iso,
r 3
_, F, ', ..., ,?;•?,5 ` (49) 3252 Ac 29.46 A..
1471 1481 \
l*? MO) ucso Ac`' 68
59 66 67 3A18 Ac
I 1 -
jf• ?: - ) 11.757 Ac
6.129 Ac
ss Ar -
i 'n l
:.
12
1
YJ.Z? 77.9 Ate.
I ?sri _ f?r,F l?L .
`;':A-7 carrr.cre?.2BAc= Al _...e.14 1.L11Q.I•IA?J,\`

14?.
) i.
1 i
J
92.SZ A-
"? , F?eP
• i
`20
a
0
A,
LE;
37
52 A<.
8 :TIA<
5, 11-(e? 1
HWY I
0
County AICDOT Division"' Z District P"
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES,
FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY
Project Description: ?j 2?i27 '? ( / , ,Y 1 J P R?
On l -'7'6 , 2001, representatives of the
North Carolina Department of Transportation (NCDOT)
North Carolina State Historic Preservation Office (HPO)
[] Other
Reviewed the subject project at
? a scoping meeting
2-photograph review session/consultation
FI other
All parties present agreed
There are no properties over fifty years old within the project's Federal Permit Site's (or Sites') area (or
areas) of potential effects (APE).
L__-There are no properties less than fifty years old that are considered to meet Criterion Consideration G
within the project's Federal Permit Site's (or sites') area (or areas) of potential effects.
f?There are properties over fifty years old (list attached) within the project's Federal Permit Site's (or Sites')
area (or areas) of potential effects, but based on the historical information available and the photographs of
each property, properties identified as are considered not eligible for
the National Register and no further evaluation is necessary.
v There are no National Register or Study-Listed properties located within the secondary road project's area
of potential effects.
There are no historic properties affected by this project. (Attach any notes or documents as needed)
Signed:
Representative, NCDOT Date
Representativc,4 O Date
/c t
State Historic Preservation Officer
If a survey report is prepared, a final copy of this form and the attached list will be included.
n° a,vryo?
y r-
,?7 r3, ? 3
STATE or NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVEIZKOR SECRETARY
MEMO TO: John Dorney, NCDENR/DWQ/401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Officer 7S
DATE: June 15, 2001 ?: ? 1 0 n 2 «1
SUBJECT: Pre-construction Notification 9? ?1
Enclosed are seven copies of a pre-construction notification nationwide permit
application for a secondary road paving/pipe replacement project in Cleveland County for
your review and comments.
is
Post Office Box 47 Shelby, North Carolina 28151-0047