20011747 Ver 1_Complete File_20011129

O?O? W AT F9pG
O -c
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
DWQ Project No.: 01 1 7y 7 County: C (eve-(aod
Applicant: Z>Crf - i ? / e /to c
Project Name: 2
Date of Issuance of 401 Water Quality Certification: D ,Z00/
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, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, f'/. L. I jLp/de , 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 a d specifications, and other supporting materials.
Signature: Date: ? 4 O q
.
Agent's Certification
I, . 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:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe
(periodically, weekly, full time) the construction of the project, for the Permitee 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
NFRANOS / 401 GROUP
FE13 0 4 ?004
VVAI.Fk ()I1ALi7Y SFCTION

Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699.1650
Wedands/401 Unit [phone]
Fax [phone]
F WAIF Michael F. Easley, Governor
\O?O ; Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
> y Acting Director
p -? Division of Water Quality
December 4, 2001
Cleveland County
DWQ Project No. 011747
SR 1530, Moriah Church Road
APPROVAL of 401 Water Quality Certification with Additional Conditions
Ms. Trish Simon, Division 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 and those listed below, to incur
130 linear feet of impacts to an unnamed tributary to First Broad River for the purpose of upgrading
SR 1530 (Moriah Church Road) in Cleveland County. The project should be constructed in
accordance with your application dated November 26, 2001 (received November 29, 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 only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us in writing and send us 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 conditions. If total wetland fills for
this project (now or in the future) exceed one acre or if stream impacts 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. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 10 days of
ground-disturbing activities to provide long term erosion control.
2. Stormwater shall be directed through vegetated buffer areas or retention basins, and not routed
directly into the stream. NCDOT shall follow Best Management Practices for the Protection of
Surface Waters (March 1997). ;
3. All culverts required for this project shall be installed in such a ,manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of
culvert extensions. Culverts shall be installed one foot below the stream to allow for fish and
other wildlife movement.
4. All work shall be performed during low flow conditions.
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 (tax), http://h2o.enr.state.nc.uslncwetlandst
5. 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. Heavy equipment should be operated from the bank rather than the stream
channel. 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.
6. Stream geomorphology must be returned to the restored stream section to the extent practicable
upon project completion. Native plants shall be used to shade and stabilize the streambanks
where pipes are removed.
7. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, narive vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
9. Rock silt screens at culvert outlets shall be removed as project completion.
Upon completion of the project, the NCDOT shall compicie and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The respou sR& party shall compkse the attached form
and return it to the 401/Wetlands Unit of the NC Divisiom of Water Qmality upon
completion of the project.
If you do not accept any of the conditions of dis certification you mny ask for an adjudicatory
hearing. You must act within 60 days of the &me that yen r=ive this letter. To ask for a hearing,
send a written petition that conforms to Chap= 150B of t&e North Carolina General Statutes to the
Office of Administrative Hearings, 6714 Mach Service Center- Raleiga, N.C. 27699-6714. This
certification and its conditions are final and Minding unle3i; you ask fcr a hearing.
This letter completes the review of the Divis5m of Wate: Qeniity un r Section 401 of the Clean
Water Act. If you have any questions, pleaQsekphone Ms. Cynthia Van Der Wiele at 919-733-9646
or Mr. Pete Colwell of the Mooresville Regional Office 2t'704.663.1699.
Sincerely„
A A B_ Thorpe, P?
. 1 S IOT .
Attachment

Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Ollie
NCDWQ Mooresville Regional Off-we
Central Files
File Copy'

. . + ?y.? y? :p? t1
T

FILE COPY e.aRA7te? '
9
STATE of NORTH CAROLINA 01 17 4 7
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 47, SHELBY, NC 28151
November 26, 2001
Mr. John Hendrix ISSUED
US Army Corps of Engineers t
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1530, Moriah Church Road
Cleveland County, NC
Dear Mr. Hendrix:
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 NWP # 14, Linear Transportation Crossing.
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #14, a sketch of planned activities, and location maps relative to the secondary road
paving project and pipe replacement project on SR 1530, Moriah Church Road,
Cleveland County, NC.
The stream impacted by the proposed project is an intermittent unnamed tributary to the
First Broad River. The tributary does not appear as a blue-line stream on the USGS
topographical map (Polkville Quadrangle, 1982). The stream is located approximately
400 feet northeast of Bridge #179 on SR 1530. The First Broad River is classif ed_WS-V
Trout waters above the bridge and WS_V waters below the bridge. The intermittent
unnamed tributary impacted by theproposed project drains into the river below t___h?_
bridle. There are no wetlands involved in the project. The road is not a rural or urban
arterial nor is the crossing located within '/Z mile of the watershed critical area; therefore,
hazardous spill basins are not required. Enclosed is a NCDOT hazardous spill basin
checklist for the proposed project.
? I t

Mr. John Hendrix
Page 2- SRI 530, Cleveland County
November 26, 2001
Moriah Church Road is currently a partially unpaved 18-foot wide gravel road. The
Division of Highways plans to pave the road to a width of 20 feet from Highway 226 to
SR 1531 for a length of 1.53 miles. It will be graded and paved to current standards and
typical section using bulldozers, pans, backhoes, rollers, and pavers. The majority of the
work will consist'of minimal reshaping of the existing alignment with two areas of new
alignment at St. 6+50 to 11+00 and St. 66+75 to 69+25, shown on the enclosed map.
The intermittent unnamed tributary is located at Station 68+00. A 120-foot, 36" RCP
will be installed on the new road alignment approximately 80 feet downstream of the
existing pipe. Five feet of riprap will be used on the inlet and outlet of the new pipe for
stabilization. The new pipe will be buried 6 inches below streambed elevation and
existing channel morphology at the inlet and outlet will be maintained. The existing 24-
foot, 30' CMP will be removed and the stream channel restored.
The approximate acreage of the secondary road paving project is 11.13 acres of NC DOT
right of way, with the pipe installation covering <'/4 acre. Appropriate erosion and
sedimentation control measures will be installed and the project area will be stabilized
upon completion. There is minimal flow in the stream and it is anticipated that the pipe
can be installed within 8 hours "in the dry"; however, if necessary, the stream will be
blocked and the water pumped around the construction site following NCDOT's best
management practices for pipe placement activities.
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 3, 2001. None were observed. It
was determined that no heartleaf species 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, Roadside Environmental Field
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.
.
Mr. John Hendrix
Page 3- SR1530, Cleveland County
November 26, 2001
Your earliest consideration for this request would be greatly appreciated. Should you
have any questions, please call me at 704-480-9020.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY: ?
Trish Simon
Division 12 Environmental Officer
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Larry Carpenter, Cleveland County Maintenance Engineer
Mr. Neil Trivette, Roadside Environmental Field Engineer
Mr. Ron Linville, WRC
Mr. Brian Cole, USF & WS
Mr. John Dorney, DENR,DWQ,401/Wetlands Unit (7 copies)
File
Office Use Only: Form Version October 2001
Q 1747
USACE Action ID No. DWQ No.
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
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
Owner/Applicant Information
Name: Mike Holder, 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 5 of 12
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 l1 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: Moriah Church (SR 1530) secondary road paving _project - Pipe
replacement on new road alignment at Station 68+00
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.802588
3. Property Identification Number (Tax PIN): See attached map and list for adjacent property
owners.
4. Location
County: Cleveland Nearest Town: Polkville
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Take Hwy 226 North from
Shelby. SR 1530 will be on right before Cleveland/Rutherford County line Pipe
replacement is approximately 400 feet northeast of Bridge # 179 on SR 1530.
5. Site coordinates, if available (UTM or Lat/Long): 35°29'38N/81 °40'47W
(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: The
new pipe is to be placed on a new road alignment. This area is presently wooded.
7. Property size (acres): Total secondary road paving project = 11.13 acres (NCDOT rid t of
way). The pipe replacement project is <'/4 acre.
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to First Broad
River. The First Broad is classified WS-V Waters below Bridge #179 on SR 1530 (the
unnamed tributary drains to the First Broad River below the bridge). The river is classified
WS-V Trout above the bridge on SR 1530.
Page 6 of 12
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/.)
10. Describe the purpose of the proposed work: The project consists of the upgrade of an
existing unpaved road to current paved road standards for the safety of the travelling public.
NCDOT will upgrade the road on existing alignment with two areas of new alignment The
existing roadway is 18 feet and will be paved to a width of 20 feet. At Station 68+00 an
existing 24-foot. 30" CMP will be replaced with a 120 foot, 36" RCP on new alignment, which
is located -80 feet downstream of existing pipe.
11. List the type of equipment to be used to construct the project: Work will be done using
typical heavy construction: bulldozers, pans backhoes rollers and pavers
12. Describe the land use in the vicinity of this project: The surrounding area is mostly wooded.
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.
NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
There are no anticipated permit requests for this project in the future.
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 7 of 12
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://wxvw.feina.,-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: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Type of Impact* Length of Stream Name** Average Width of Perennial or
Site Number Impact Stream Before Impact Intermittent?
(indicate on (linear feet) (please specify)
ma
1 Placement of fill 20 f Unnamed tributary Channel width= 2-3 ft. Intermittent
in stream (Pipe on _ to First Broad (No flowing water in (Stream is not
new location) River channel; small pools at found on USGS
time of site review) topographical map)
1 Placement of 5 ft at inlet "
riprap at pipe and 5 ft at
outlet for outlet
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
NAW"'.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topwone.com,
xv%N +x.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Placement of fill in
stream = 120 feet. Total distance of riprap placement for stabilization = 10 feet
3. 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 of Waterbod
( applicable) y 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.
Page 8 of 12
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII.
VIII.
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 roadway alignment contains very high degrees of curvature. Construction of the
roadway on the existing alignment was considered and found to be undesirable and impractical
to construct based upon the site topography and satisfaction of design constraints for safety and
maintenance. The changes in the road alignment provide a safer design for the travelling public
will
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.
Page 9 of 12
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 1.
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.
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 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 http://h2o.enr.state.nc.us/Nvrp/l*ndex.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
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 ?
Page 10 of 12
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
Gone I extends out 30 feet perpendicular from near bank o1 channel; 'Lone 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.
NA
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.
The portion of SR 1530 to be paved is a 1.53 mile 18-foot unpaved road which will be paved to a
20 foot width. A minimal increase in impervious surface is proposed. Appropriate erosion and
sedimentation control measures will be in place during construction.
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.
NA
Page 11 of 12
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).
NA

D
Applicant/Agent's Signature Dade-
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Name: POLKVILLE Location: 035'29'12.1" N 081° 40' 52.3" W
Date: 11/21/2001 Caption: Pipe replacement on SR 1530, Unnamed tributary to First Broad
Scale: 1 inch equals 1000 feet River, WS-V Waters, Broad River Basin
`STATE' OF NORTH CAROLINA SUBJECT PROJECT (" ?ZSo
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS ?Lt I?EL COUNTY
HIGHWAY BUILDING PREPARED BY DATE STATION L'9- 00
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STIR NO SHEET_ OF_
So-o 1
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Upstream of pipe replacement project on SR 1530 on an unnamed tributary to the First
Broad River in Cleveland County
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Downstream of pipe replacement project on SR 1530 on an unnamed tributary to the First
Broad River in Cleveland County

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Paint on tree ght indicate area of new road alignme (new pipe will be installed
avvroxima v 10(0 feet downstream of existing pipe).

I CD\VQ Strenn) Clnssirlention Form
Project Name: S 1i < 3'i) River Basin: , (, , l? Coumy; G j P J( ?G .?d
D WQ Project Number. Nearest Named Stream: ; rt Latitude.
Date: USGS QUAD: - Longitude: -
'PLEASE NOTE:
is a7n°? iledreh(hen°,rerer/onnisnornrrru°ry
si,r,Vi.rArcorer uian°lludsnrtmro/r/urnraaroq(hrp°r°rrisdircA°rtdnor•rrt°d.)7,!nwar°rurnw---(hie
,wins spit. s6°ard raw he s,d-
Primarv Field Indicators: cerro.rN.?er.rr.cn?
Evaluator. ? •'
$ignaNrc: r J S _
S.ocation/Dirccti ors:
w nn
r e
n
1) Is There A Riinc•Pool Sequence? 00 ((?/ 0
2 03
Is The USDA Texture In Streambcd
2

00

'
Di)Tertnt From Surmundinx Terrain? M
I 02 03
3) Are Natural Levees Pre3cnt7 CLI/ 01 02 03
d) Is The Channel Sinuous? 00 01 &- 03
5) Is There An Active (Or Relic) Floodplain Present? 00 O-i 02 03
6) Is The Channel Braided? 01 02 03
7) Are Recent Alluvial Deposits Present? 0"001 02 0 3
8) Is There A Bankfull Bench Pmcnt? 00 01 03
9 Is A Continuous Bcd & Bank Pmcntl
('n'OTE:fIB
ddA
tC
d
90
0
,
..
-,
ByDitrhrnaAnd"TVIOUrSi.-ayn- S-0 1 03
2nd Order Or Grocer
Channel (As Indicated On Topo
10) Is A
M
r
'
0 Yes']
an
And
Or In Fitldl
Present 40.0
PR65IAR)'GEOrl10RP11OLOGYINDICATORPOINTS.
9 #VALUEI
11, tlvdrolow• Absent ( Weak Moderate Strom
1) Is There A Groundwater
Flowfpischarve Present? 00 01 03
PR63MRYI/YDROLOGYINDICATORPOINTS. Z #VALUEI
Ill. Bialoev Absent Weak Moderate Strong
1) Are Fibrous Roots Present In Strcambed? 03 02 Q? 00
2) Are Rooted Plants Present In Streambcd? 03 02 01 00
3) Is Pctiph)ion Present? Cra-, 01 02 01
d) Are Bivalves Present? Qi 01 02 03
PRIMARY BIOLOGY INDICATOR POINTS.
#VALUEI
Secondary Field indicatorr.rcrrrarN°.errr.runy
L Geomorphnlo?v Absent Weak Moderate SfronG
1) Is There A Head Cut Present In Channel? 00 0 OS 0 iS
2) Is There A Grade Control Point In Channel? 00 G-e 01 01.S
3 Does Topography Indicate A
N
00
00
S
0

atural Dninaet Way? . 1
,
SECONDARY GEOAIORPIIOLOGYINDICA TOR POINTS. 3 #VALUEI
It. Ilvdroingv
' Absent Weak Moderate StronL
Is This Year
s (Or Last's) Lcallttter
01
5
0
Present In Streambed? . 1 0.5 00
2) Is Sediment On Plants (Or Debris) Present? 00, 5 01 01.5
3) Are Wrack Lines Present? Q1Y? 00.S 0 1 0 IS
Is Water In Channel And >48 Hrs. Since

)
"
(? r?-
S

0
Las(A
nown Rain?
/•NOTF..•7/DirrAfndirerd/n aV AAo.e $fip 7xi, S:rn A 0
,d e1'$,. e,.•) tYtJ. 1 01.5
Is There Water In Channel During Dry
5 C
00
tY43
0
0
onditions Or In Growine Season)? 1 2.5
6) Art Hy-lie Soils Present In Sides OlChannel (tar I. Hrwkuw)? ?es-1S 0 No-0
SECONDARYNYDROLOGYINDICATORPOINTS. -3,5 #VALUEI
111. Biolo" Absent Weak Moderate StronE
1) Are Fish Present? 01/ 00.5 01 01.5
2) Are Amphibians Present? ,
1?!'tr 00-S 01 01.5
3) Are AquaticTurtles Present? al/ l 00.5 01 01.5
d) Arc Crayfish Present? 0'6 0 U 01 01.5
5) Are Macmbcnthos Present? Q a- 00.5 0 1 0 IS
6) Are Imo Oxidizing BacterivFungus Present? 00 C?'6S 01 01.s
7) Is Filamentous Algae Present? 00.5 01 01.5
8) Are Wetland Plants In Sutambcd? $AV
(• A'OrE: rl Tamr Ae,..rr OfARfY°nufn Savo+bed A,Nwd 02 Mostly OBL
01 Mostly FAC1V
00
7S Mostly FAC
0 Mostly F?1CU Mostly UPL
'

Aeo.r Si/r Thu S.r/ tIAMSAr Prnr..•f. . 0.5 Q
It 0 0
SECONDARY BIOLOGY INDICA TOR POINTS.
V t
TOTAL POINTS /Prinrnn•+Srrmulnn/? #VALUE1 (Ij Grearrr Tian Or Equal To J4 Poin ts The Stream Is At Least lntermiment)

tom' t:
R
ACTION ID
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICAYTNA.)IE I/c3C DATE IJ/?ZGDY /
PROPOSED CHANNEL WORK(i.e., culvert, relocation, etc.) P -1 i i/tS Ti6,_
WATERBODY/RIVER BASIN Frv d /" COUNTY/CITY
RECENT WEATHER CONDITIONS (yrt/
P SP NP Observation
Comments or Description
L,., Fisa/SitelllislUCtUStaccans Present
' Benthic Macro Invertebrates
U,/ Arnphibians Present/Breeding
l? Algae And/Or Fungus (water quality function)
V? Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species Present (Discontinue)
Riflle/Pool Structure
Stable Streambanks
Channel Substrate
(i.e. gravel. cobble, rock, coarse sand)
Riparian Canopy Present (SP =/> 50% closure)
t/ Undercut Banks/Instream Habitat Structure
Flow In Channel t
Wetlands Adjacent ToiContia. With Channel
(Discontinue) r
/
V Persistent Pools/Saturated Bottom
(June through Sept.)
? Seeps/Greundwater Discharge (June through Sept.)
Adjacent Floodplain Present !/_?
? Wrack Material or Drift Lines
Hydrophytic Vegetation iniadjacent to channel
Important To Domestic Water Supply'' Y t
Does Channel Appear On A Quad Or Soils Niap? Y / N Approx. Drainage Area:
Determination:
rennial Channel (stop) important Channel: LF PROJECT NIGR. Initials
Intermittent Channel (proceed) nimportant channel: LF
Ephemeral Channel (no jd) (attach map indicating location of import antiun important channel)
Ditch Through Upland (nojd)
Evaluator's Signature: f/,,,-?-,
r
(it other than C.O.E. project managcr)
P=Prescnt SP=Stongly Present NP=Not Present 11/4/98
1viicroroR TcrraSener Print Page http:/iterrase n,er.liomead%,isor.nisn.com%printimage.asp?S=I1&T=2&X=1095&Y=9819&Z=1i&W=2
-- • • ' c - t<? k::#ia? -i' _' ¦ "? : ,JlI,D!l-% . - • •1•1l Il EJ:?
6 km W of Casar, North Carolina, United States of jui 1993
a-USGS
k -/
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1 /
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Imam rnitrtPcv of the HR C,Pnlnniril Siirvpv
?/o osec? ??,? nmeh-? C?Q? Ps, S?2 153
1 oft ? ? ? 11/16/018:40 AM

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Cleveland County GIS
646,364
N
641,364
1,199,729 Map Width=5,000' 1,204,729
Location Map DISCLAIAIER:The information contained on this page is NOT to be
"
"
° construed or used as a
legal description
. Map information is believed to be

tz accurate but accuracy is not guaranteed. Any errors or omissions should be
° a reported to the Cleveland County Geographic Information Systems Division. In
o. G
? +r no event will Cleveland County be liable for any damages, including loss of
data
lost
rofits
business interru
tion
loss of business inf
r
ti
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?,,
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pecuniary loss that might arise from the use of this map or the information it
I contains
Page generated on 11/16/01 8:52:56 AM
Thank you for visiting the Cleveland County webGIS site!
Visit the Official Cleveland County web site!
Please send your comments regarding this Web site to:
Alan Hamrick, GIS Coordinator
Cleveland County GIS Office
E-mail address: alan.hamrick a countvnt2.co.cleveland.ne.us
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Anderson & Associates home page
Last Updated: October 2001
1 of 1
11/16/01 8:48 AM
Moriah Church Road Property Owners
Parcel No. Owner's Name Sta. - Sta. Lt. Rt.

1 Lary Wyatt & w/ Revonda 0+00-25+50 X
0+00-21+75 X

2 Shirley Bowen, Hester Bowen, Ethel
Wall, Hazel Street
21+75-25+50
X

3 Sharon Queen Clark, Phyllis Queen
Newman
25+50 - 28+50
X
X
1 Larry Wyatt & w/ Revonda 28+50 - 29+50 X X

3 Sharon Queen Clark, Phyllis Queen
Newman
29+50 - 62+00
X
X
8 NCDOT 62+00 - 64+50 X X
4 Hugh W. Hunt & Hannie Lee M. Hunt 65+50 - 69+75 X
5 Wayne Morris & w/ Helen 64+50 - 65+50 X
64+50 - 76+00 X
6 Robert Keith Morris 69+75 - 76+00 X
7 Colon F. Bridges & w/ Elizabeth 76+00 - 80+78 X X
EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY
SR 130
DATE November 16-2001
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
W.O.4 6.80?588
PURPOSE
The purpose of this Erosion and
Sedimentation Control Program of the Division of
Highways is to control accelerated erosion and
sedimentation resulting from the construction and
3maintenance of roads and highways in North
Carolina. This program is developed pursuant LC
the requirements contained in the Rules and
Regulations for Erosion and Sedimentation Control
which were adopted by the North Carolina
Sedimentation Control Commission on April 10;
1974.

SR 1530 (Moriah Ch.Rd. ) from its intersection with NC 226 to its intersection with SR
1531. 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 storm 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 in place until vegetation has been established sufficiently to
,Aitlutand erosion. DO NOT remove any erosion control devices until directed by the County -
Enaineer.
'IAINTENALNCE PLANT
1. All erosion and sediment control practices will be checked for stability 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.
2. 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 lonser drains properly.
GROLID 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.
Seed n2 should be done in accordance Nvith the specifications for that season of the year.
Additional erosion control measures may be required depending on the actual field conditions.

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SR 1530 1-ioriah Church Road 1.53 mi.
CLEVELAND COUNTY
NORTH CAROLINA
M..MO h M
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
Drvzoc" OF NGII WAYS-MA. # NG AND "MAX01 PA"04
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U.S.D[FAZM NT OF TRA)4."TAT1pN
FLDQAI NGNWAT ADWMSTIATION
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245.03 Temporary Silt Ditch VI-2
245.05 Temporary Diversion _TD --_ vI - 4
893.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm VI - g
245.01 Silt Basin Type A vI -10
245.02 Silt Basin Type B ? .. -0 -------- ........................................... ?Cl1C --- VI -12
892.04 Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-B - 16
892.01 Temporary Rock Sediment Dam Type-A ® ___ VI 18
............
892.02 Temporary Rock Sediment Dam Type-B ... ---------- VI - 20
897.01 Rock Pipe Inlet Protection
.° VI - 22
894.01 Rock Silt Screen .......................................... ------------- VI 24
245.04 Stilling Basin ......................................:. ----- vi - 26
Rock Inlet Protection:
896.01 Type A ............................... A -- OR •• A )?
_ ----- VI 30
896.02 Type B ...............................
B --'OR •- E3 ----- VI - 32
896.03 Type C ........... C LLJJ -- " C)) ---- VI - 34
VI-1 March, 1993

TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall no be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993

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SILT BASIN TYPE-B:
?077 -
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. Tlie 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 CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
VI-12 March, 1993
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VI-13 March, 1993
TENIMRARY ROCK SILT CHECK TYPE-B:
D
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 Or- USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least I foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = Q / % of ditch grade) X 100 ft.
VI-1G March, 1993
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VI-17 Marc'i, !:;;-
TEMPORARY ROCK SEDIMENT DAM TYPE-B:
LU
A temporary rock sediment dam type-B is a small dam structure with a weir outlet
and a built-in sediment basin. Type-B temporary rock sediment dams shall be used
in drainage ditches to detain sediment-laden runoff and to trap sediment to protect
receiving streams and adjacent property. The type-B temporary rock sediment
dams utilize class-B stone lined with #5 or #57 stone in conjunction with a built in
basin to trap sediment. They shall not be used in live streams.
AREAS OF USE:
• At outlets of temporary diversions, temporary silt ditches, channels, and
temporary slope drains.
• In locations where the dam can be cleaned and maintained on a regular
basis.
• In locations where runoff is exiting the construction site.
• In small natural drainage turnouts.
DESIGN CRITERIA:
DRAINAGE AREA
acres
2
3
4
5
MINIMUM WEIR LENGTH
4.0
6.0
8.0
10.0
12.0
• Storage capacity - 1800 cubic ft./ acre to be cleaned out when half full
(approximately 3-4 times a year).
• Side slopes - 2 :1 (or flatter).
• Structural stone - class B stone.
• Sediment control stone - #5 or #57 stone.
• Length of apron - approximately height of dam.
VI-20 March, 1993
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ROCK PIPE INLET PROTECTION:
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A rock pipe inlet protection is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The rock pipe
inlet protection shall be used at pipe inlets no larger than 24 inches in diameter
where it is receiving flow from several directions. The rock pipe inlet protection
utilizes class-B stone lined with #5 or #57 stone to protect drainage pipe structures
by trapping sediment before it enters. They have a sediment storage pit which is
designed by the same procedures as a silt basin. This device can also be used _
around the inlet of temporary slope drains where space is limited at the outlet end
of the slope drain such that a basin or other device can not be used.
AREAS OF USE:
• At inlets to pipes no larger than 24 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
VI-22 March, 1993
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Sheet 1 of 5

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Sheet 5 of 5
0
Co:urty?j??C1iL1 NCDOT Division l District i
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES,
FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY
Project Description:
On C 2-&- , 2001, representatives of the
(G____North Carolina Department of Transportation (NCDOT)
Q--'North Carolina State Historic Preservation Office (HPO)
F] Other
Reviewed the subject project at
EJ a scoping meeting
??photograph review session/consultation
other
All parties present agreed
ere are no properties over fifty years old within the project's Federal Permit Site's (or Sites') area (or
areas) of potential effects (APE).
ere 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.
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.
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, WC-DOT Date
Representativ, PO D to
State Historic Preservation Officer Date
If a survey report is prepared, a final copy of this form and the attached list will be included
4 * . 0
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 19 County: Cleveland
River Basin: Broad
Project ID: _6.802588_
Bridge No: Pipe
Route: SR 1530 Stream: Unnamed tributary to First Broad River
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS f' r
ORW r r
WSI F r
WS II,III OR IV, Crossing Within 0.5mi of W. S. Critical Area r r
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban C W
Arterial Rural r r
Additional Site Information: WS-V Trout Designation above SR 1530;
WS-V Designation below SR 1530. Intermittent unnamed tributary on
which the pipe replacement occurs drains to the First Broad River below SR
1530.
Yes No
Is a Hazardous Spill Basin Required? F R
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
' L
MEMORANDUM
TO: John Hendrix, Permit Coordinator
Asheville Office, U.S. Army Corps of Engineers
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: December 3, 2001
SUBJECT: Review of an application by North Carolina Department of Transportation (NCDOT), SR
1530, Moriah Church Road, Unnamed Tributary to First Broad River, Cleveland County
NCDOT is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The NCWRC has
reviewed information provided by the applicant, and field biologists on our staff are familiar with habitat
values of the project area. These comments are provided in accordance with provisions of the Clean Water
Act of 1977 (33 U.S.C. 466 et. seq:) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended;
16 U.S.C. 661-667d).
NCDOT proposes to widen and pave the referenced road in order to meet current standards.
Minimal reshaping of existing alignments with two new areas of new alignments at Station 6+50 to Station
11+00 and Station 66+75 to 69+25. An "intermittent tributary" is located at Station 68+00. A 120', 36"
RCP will be installed on the new alignment approximately 80' downstream of the existing pipe. The pipe
will be buried 6" into the streambed. The old pipe road crossing will be removed and the stream channel
restored.
Based on the information provided by the applicant and our information on the range of fish
species in the project area, we do not believe this project will cause significant effects to fish habitats.
Therefore, we do not object to the project as proposed provided that the following conditions are
implemented:
1. Stream geomorphology will be returned to the restored stream section to the extent practicable upon
project completion. Native plants will be used to shade and restore the streambanks where old pipes
are removed.
2. If any concrete will be used, work must be accomplished so that wet concrete does not contact stream
water.
3. Riprap or piping must not interfere with aquatic life and fish passage during low flows.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Cc: Trish Simon, NCDOT
Cynthia Van Der Wiele, DWQ
e..swro?y,
1 ?p i? r ? "t
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
T 'i 7
-17
MEMO TO: John Dorney, DENR/DWQ/401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Of1'icerf5
DATE: November 26, 2001
SUBJECT: Pre-construction Notification

Enclosed are seven copies of a pre-construction notification permit application for
a secondary road paving/pipe replacement project in Cleveland County for your review
and comments.
is
PAYMENT
RECEIVED
Post Office Box 47 Shelby, North Carolina 28151-0047