20021495 Ver 1_Complete File_20020912

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021495
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 47, SHELBY, NC 28151
September 12, 2002
Mr. John Hendrix FILE COPY
US Army Corps of Engineers
151 Patton Avenue, Room 208 _
Asheville, NC 28801-5006 4 M IN C
Subject: Nationwide Permit #14
SR 1516, Guy Warlick 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.
Guy Warlick Road (SR 1516) is currently an unpaved 18-foot wide gravel road. The
Division of Highways plans to pave the road to a width of 20 feet from SR 1509 to SR
1004 for a length of 1.68 miles. The project consists of the grading and paving SR 1516
to current paved road standards with one pipe replacement at Station 50+00. There is a
bridge located at Station 55+00. The bridge is functionally adequately and there are no
plans to replace it. The approximate acreage of the secondary road paving project is 10.7
acres of NC DOT right of way, with the pipe installation covering <'/a acre.
There are currently two pipes (a 30', 36" pipe and a 30', 48" pipe) at Station 50+00, as
shown on the attached photo of the existing pipe outlet. The smaller pipe is completely
blocked at the inlet and partially blocked at the outlet. These pipes are to be replaced
with a 50', 48" CMP. The pipe will be buried one foot below streambed elevation based
upon thalweg elevations at the inlet and outlet. A 5-foot riprap apron will be installed at
the outlet in an effort to prevent stream destabilization and will be installed in such a way
as to not impede aquatic passage. Existing channel dimensions will be reestablished after
pipe installation. Five feet of riprap will also be used on the streambanks at the inlet and
outlet of the new pipe for structure stabilization. There is currently no flow in the stream
and it is anticipated that the pipe can be installed within 8 hours "in the dry".
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Mr. John Hendrix
Page 2- SRI 516, Cleveland County
September 12, 2002
The intermittent, unnamed tributary to Crooked Run Creek affected by the proposed
project is classified Class WS-IV waters. Based upon the criteria outlined in the
"Guidelines for the Location and Design of Hazardous Spill Basin", referenced in DOT's
Best Management Practices for the Protection of Surface Waters, hazardous spill basins
are not required. The road is not a rural or urban arterial nor is the crossing located
within '/Z mile of the watershed critical area. Enclosed is a NCDOT hazardous spill basin
checklist for the proposed project.
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
heartleaf species in the project area on September 11, 2002. None were observed. It was
determined that no heartleaf species was located in the proposed project area. No effect
on this species is anticipated. A review of the available information from the National
Register of Historic Places was also conducted. It is anticipated that no historic sites will
be affected by the proposed project.
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 1516, Guy Warlick Road, Cleveland
County, NC. 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
ar
Trish Simon
Division 12 Environmental Officer
Mr. John Hendrix
Page 3- SRI 516, Cleveland County
September 12, 2002
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, DENF DWQ,401/Wetlands Unit (7 copies)
File
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No921495
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
L 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: ?
II. 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
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: Guy Warlick Road (SR 1516) secondary road paving project - Pipe
replacement at Station 50+00
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.802594
3. Property Identification Number (Tax PIN): See attached map and list for adjacent property
owners.
4. Location
County: Cleveland Nearest Town: Casar
"Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Take Hwy 10 East from Casar.
Turn right onto SR 1509 turn left onto SR 1516.
5. Site coordinates, if available (UTM or Lat/Long): 35°28'23"N/81°36'35"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: Pipe an
unpaved secondary road.
7. Property size (acres): Total secondary road paving project = 10.7 (NCDOT right of way).
The pipe rolacement project is <'/4 acre
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Crooked Run Creek. WS-IV
waters (from a point 0 3 miles downstream of Clev CM SR 1518 to First Broad River).
9. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
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 The existing roadway is an 18 feet sand
soil base course roadway and will be paved to a width of 20 feet. At Station 50+00, an existing
30' 36" and an adjacent 30' 48" pipe will be replaced with a 50' 48" CMP.
11. List the type of equipment to be used to construct the project: , Work will be done using
Inical heavy construction: bulldozers pans backhoes rollers. and pavers.
12. Describe the land use in the vicinity of this project: The surrounding area is predominately
agrjcultural cropland and pasture land
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.
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 7 of 12
1. Wetland Impacts: NO WETLAND AMPACTS
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
inear 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 httn://H,%,",.fema.eov.
'•• 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
Site Number
(indicate on
ma Type of
Impact* Length of
Impact
(linear feet) Stream Name** Average Width of
Stream Before Impact Perennial or
Intermittent?
(please specify)
Culvert fill 20 feet Unnamed tributary Channel widths 2 ft.
(Increase in additional to Crooked Run (No flowing water in
1 pipe length and pipe length Creek channel at time of site Intermittent
riprap apron) 5 feet riprap review)
apron
Placement of 5 fl at inlet
1 .prap at pipe and 5 ft at "
for structure outlet
stabilization
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
µtik-A-.uscs.aov. Several intemet sites also allow direct download and printing of USGS maps (e,g., wm,"-.topozone.com,
w,+-A•.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Total fill (additional vine
length and ripray apron) in stream = 25 feet Total distance of riprap placement on
streambank for structure stabilization = 10 feet,
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.: NO OPEN WATER RV1PACTS
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody
(Like, pond, estuary, sound,
bay, ocean, etc

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, areagmg,
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 a lication.
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. 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 is to be upgraded on existing alignment, therefore, there is only a minimal
increase inpiye length at the intermittent stream crossing to upgrade the road to current Waved
road standards In order to minimize impacts during construction, minimal clearing and
grubbing will be performed.
There is a corn silage around silo located adjacent to the intermittent stream that drains directly
to the stream During the construction of the new roadway, the drainage from the silos will be
permanently graded and diverted to a grassed pasture area to prevent any contaminants from
entering the stream.
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.
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/strm,gide.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.
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:/m20.enr.statc.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
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.
Page 10 of 12
Yes ? No ?
X.
XL
XII.
Proposed Impacts on Riparian and Watershed Butlers (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.
Yes ? No ® If you answered "yes", provide the following information:
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 )?
Identify the square feet
mitigation is required
multipliers.
and acreage of impact to each zone of the riparian buffers. If buffer
calculate the required amount of mitigation by applying the buffer
*
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.
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.
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 1516 is a 1.68 mile 18-foot unpaved road that will be paved to a 20 foot width on existing
alignment: therefore a minimal increase in impervious surface is proposed Appropriate erosion
and sedimentation control measures will be in place during construction.
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
XUL 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
P //- -/ ? 1- 1,-7- -02
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
STATE OF NORTH CAROLINA SUBJECT I" I
I c PROJECT
DEPARTMENT OF TRANSPORTATION
COUNTY
ON OF HIGHWAYS
DIVISI
?
HIGHWAY BUILDING PREPARED BY DATE STATION
P. O. BOX 25201
RALEIGH, NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_.
CD.OI
STATE OF NORTH CAROLINA SUBJECT 6111 6)e lPROJECT
DEPARTMENT OF TRANSPORTATION l Ole,v COUNTY
DIVISION OF HIGHWAYS /
HIGHWAY BUILDING PREPARED BY DATE STATION
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET_ OF_
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Cleveland County

R .e ? .,.
EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY
SR 1516
DATE September 5, 2002
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
W.O. # 6.802594
PURPOSE
The purpose of this Erosion and
Sedimentation Control Program of the Division o
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
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.
PROJECT
DESCR1;v7ION
SR 1516 (Guy Warlick Rd. ) from its intersection with SR 1509 to SR 1004 . It will be
constructed to the attached typical section. No problem areas are anticipated. The work will be
completed during the 02/03 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
withstand erosion. DO NOT remove any erosion control devices until directed by the County
Engineer.
MAINTENANCE PLAN
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 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.
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EROSION' CONTROL
DETAILS AND
SPECIFICATIONS
Ed, DescriPlion Sym bol Page
245.03 Temporary Silt Ditch

245.05
Temporary Diversion _-- VI.2
V

893.01
Temporary Silt Fence -_-
I - 4
_
890.05
245
01 Temporary Slope Drain with Earth Berm
Silt Basin T
A _
. ype
0
245.02 Silt Basin Type B
................... ....................... ? --- 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
897
01 Temporary Rock Sediment Dam - Type-B •_• ________ ___ VI - 20
.

894
01 Rock Pipe Inlet Protection
--------------•-------- • .._..-
°°
°
--- - 22
. Rock Silt Screen ......................................... 3 -- --- 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 0 - OR • B - ---- VI 32
896.03 Type C ............................... C 0-- OR - 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 = 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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V1-7 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 CRTI'ERIA:
• 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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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 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.
V1-16 March, 1993
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Sheet 1 of 6
Sheet 2 of 6
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Sheet 6-of 6
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1 ')_ County: Cleveland Project ID: W.O. 6.802594
River Basin: Cleveland Bridge No: Pipe Replacement
Route: SR 1516, Guy Warlick Road Stream: Unnamed tributary to
Crooked Run Creek
Water Ouality Criteri a:
Yes No
Stream Crossing Blue Line On USGS r r
ORW F W
WSI r P
WS H,HI OR IV, Crossing Within 0.5mi of W. S. Critical Area F, W
Roadway Criteria:
Route Designation-
Arterial Urban
Arterial Rural
Additional Site Information:
Is a Hazardous Spill Basin Required?
Yes No
C w
F p
Yes No
r fr
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
laevetana county UIS
nup:iiwww.wcugms.ncuscnpmesnmap.ourname=-t ieveu=,N
Cleveland County GIS _
Parcel: 34096 Parcel Address: 126 GUY WARLICK RD
Owner: WARLICK BEN FLOYD
139 GUI' WARLICK RD
LAWNDALE
Deed Book: 151 Pg: 251 Acres: 10.60
641,847
}
N
631,750
1,218,760 Map Width=10,097 1,228,858
Location Map DISCLAIMER:The information contained on this page is NOT to be
e construed or used as a "legal description". Map information is believed to be
o accurate but accuracy is not guaranteed. Any errors or omissions should be
o w n reported to the Cleveland County Geographic Information systems Division. In
e 0 no event will Cleveland County be liable for any damages, including loss of
data, lost profits, business urtemrpt.ion, loss of business information or other
e pecuniary loss that might arise from the use of this map or the information it
contains
Page generated on 9/5/02 9:50:25 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
1 of 2 9/5/02 9:49 AM
- -STATE OF NORTH CAROLINA
SUBJECT
PROJECT

DEPARTMENT OF TRANSPORTATION
4 V/?IIIIC??
l(L W /
['l£I'r'/QI?CI

DIVISION OF HIGHWAYS
CI L COUNTY
HIGHWAY BUILDING PREPARED BY DATE STATION
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET_ OF_
SD•O 1
NCDIVQ Stream Classification Form
.. a„ Ppa)cel Name: River Basin
- t
:
,
.
. County Lvalumor._
I-
I .J
•r __ _-
OWP Project Number. Nearest Named Stream : Lsurude: - ,
Signamrc:
Dare: USGS QUAD: 1 Longitude: Location/Dimetions: _

'PLEASE NOTE: r/r.d.arar and landowner agree that the/rar.re it . m .n-,n.dr dLrh, th en .se o/this /o•m is na n rcurar?. -
AW, i/in the it"(F-fern .. ja/`anent o/r/u e.a/aemr, the%marr u a ---ad, ditch and nest a modiQed naf.ra! sara n.-this
ruing sysgw rh../d nor be,urd-
Primarv Field Indicators: rceo-o.rN.-brrrr•c.r/
L Ceomornhnlnnv Ahsrnt \ynk nlotlrr t 5tr
1) Is Them A RiMe-Pool Sequeneel 00 01 Q.2? C J
Is The USDA Tcxture In Stmambcd
2
Difrtmrit From Sumundm Term in?
00
01
02 QY-
J) Are Natural Lcvea Present? 01 02 03
J) Is The Channel Sinuous? 00 02 O J
5) Is Them An Active (Or Relic) Floodplain Present? 00 l O 2 O 7
6) Is The Channel Braided? 01 02 03
7) Are Recent Alluvial Deposits Present? C d C 1 02 C 7
8) Is There A Bankfull Bench Present? 01 02 03
9) Is A Continuous Bed & Bank Present?
('NOTE
1
dd b
e
t C
d 90 0
1
0
:
/
r
as
--,
gy Ol,rh,nr A•d NTTHours;..enry rh- sra+-o 2
10) V A 2nd Order Or Greater Channel (As Indicated On Topo
M yes-J t57-tao 0
ao And/Or In Field) Present?
PRIAIARYGEOAIORPHOLOGYINDICATOR POINTS: I 1
`J #VALUEI
II. Hvdrulot, Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 02 03
PRIAIARY HYDROLOGY INDICATOR POINTS:
#VALUEI
Ill. Biolotrv Absent Weak Moderate Strong
1) Arc Fibrous Roots Prescnt In Sircambed? 0 nt 02 01 00
2) Are Rooted Plants Present in Strrambed7 03 2 01 00
J) Is PeTiphyton Present? 01(i, 0 1 0 2 03
A) Are Bivalves Present? 0-0 01 02 Q J
PRIMARY BIOLOGY INDICATOR POINTS.
#VALUEI

Secondarv Field Indicators:
1. Ceomornhnlow Absent Weak Moderate SlrnnC
1) Is There A Head Cut Present In Channel? 00 170.5 01 01.5
2) Is Then A Grade Control Point In Channel? 00 C OS 01-S
J) Does Topograpny Indicate A 00 00
S
O
Natural Drainage Wav? - 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS.
J #VALUEI
11. IlvdrnIogv Absent Weak Moderate Stronn
Is This Yea's (Or Luvs) Lcarfiuer
))
01.S
04
O 0
5
0
Present In Streambed? . 0
2) Is Sediment On Planu (Or Debris) Pmsent7 00 (90.5 01 01.5
7) Are Wrack Lines Present? ,
QJ U 00-S O 1 01.5
1 Is Water In Channel And >48 Hrs. Since
R COS C1
0
Last Known Rain? (•.vOrE: lfnitrh Adi-rd A p A6ow Slie Thu St m And
P,
ar
1.S
5) Is There Water In Channel During Dry
U
COS
01
0
Conditions Or in Growing Season)? 1.5
?
6) Are Hydric Soils Pracnt In Sides Of Channel (Or L. Hr.scu,)7 O yes-1S C No.0
SECONDARY HYDROLOGY INDICA TOR POINTS: -
#VALUEI
Ill. Biolot!v Absent Weak Moderate Strong
1) Are Fish Present? do' O OS 01 01.5
2) Arc Amphibians Present? CN 00.5 O 1 (D 15
7) Are AquaticTurtla Present? 00 O 05 01 O 15
d) Are Crayfish Pracnt? 00 00.5 01 O 1.5
S) Are Macmbenthos Present? O 0 O 0.5 01 01.5
6) Art Iron Oxidizing Baclena/Fungus Present? 00 00.5 01 01-5
7) Is Filamentous Algae Present? 00 O OS 01 01Z
8) Are Wetland Plants In Stmambed? SAV %I.sriy OBL Mostly FACW Mostly FAC Nl.stiv FACU Mastly UPL
(• NOTE: !/Ta,e(Abu.ea OJAlf Pf.- /- S,.va.,brd Ar NdN 02 01 00.7s 00.S 00 00
At-,. Slip rhu S,ry UNLLSS SA Y Pmt.,•J.
SECONDARY BIOLOGY IADICATOR POINTS: #VALUEI
TOTAL POTINTS (Print nn•+Sero,ldei-I- ?t
#VALUEI (IjGrtater Than Or Equal To 19 Poin ts Pre Stream Is Al Least Intermittent)
11 ?1
INTER:'VIITTENT CHavNNE L
EVALUATI )N FOR:N'I
:\CTION ID AP PLIC:LN'l'N'A?IE n
DATE
PROPOSED CHANNEL WORKii.e., culven, rcloc;ition, etc.)
WATERBODY/RIVFR BASIN 1U
L, COUNTY/CITY
RF:CFN"r WEATHER CONDITIONS ?(-I
P SP NP I Ohscr.,stion
?I Fi?n;Sitc!!ti;hiC:ustuccans Proscnt
I ?' Bc::taic Macro Invr^ebratcs
?A.nonibi--:s Prrse.^.t.'Br rdin_
I ?I_uc AndrOr Fun_us hv;,tcr quality tunctiun)
W'ildlite Channel Use (i.c. tacks, feces, shells, others)
Ftderalf% Protrc:_d Specics Prescnt (Discontinue)
/ I I I Riffle./Pool Structure
N
L

[s/I I I Stable Strcamoarixs l
?
I
/? I I Channel Substrate
V
I I (i.c. gavel. cobble. rock. coarse sand) 0, r o'? E
t/ I I Riparian Canopy Present !SP =,> 5011, closure)
Undercut Ban:<si l:ut: ea.^t u[ St- L
?
/?!f
I V I Fir)- In t_.I:L'111C1
/f we:iand; :\ ljn :u TorConta . W ita Citu.^.nel
fDiscontinue)
Persistent Poo1s,3,,tu.-ated Bottom
I J one the p,,CCI Jept,
V? I SeepsGr0u:^,dw;j1- Disc.9ar_e (June tlt:ouyn Sept.)
l/ I I Adiace nt Floodplain Prescnt

? W rac!: Niatertal or Dntt Lines
I l
I ?nlj:J

Y H; dtnpnv.ic ;eaunn in,.,dJacent to channel
V•:/ °O.
Comments or Description
Important To Domestic NVaterSupph^ Y /(
Does Channel Appear On A Quad Or Soils ,flap^' IY 'N .approx. Draina,e.-area: `? ? a - rY c
Deferminotion
P°rcnni3i Channel
Intermittent Channc!
Ephemcr:ii Channei
Ditch Through i:pland
tstno'
F LnDortant Channel LF PROJECT `IGR. Initials
)pro cedl nimportant Ciiarmcl: LF
(npldI (attach map indicatin location of impoRant/unimportant channeil
(no jdI
Evaluator's Signature:
(it other:han C.O.F. prnjcctmanage.)
P - Prescnt S P=Ston,l.v Pruscni NP=Not Present 1 [,'4/98
O?O? W A T FRpG
O ?
DWQ Project No.: _02114 q5- Countyy:
Applicant: _ /ICDOTr - D; v I Z - 5{1,
Project Name: 5R 15I1e . 6wy or (,'
Date of Issuance of 401 Water Quality Certification
»
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, _, L - /4 Ili V__ , 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:
rrf-r .
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
WETLANDS 1401 GROUP
FER 0 4 2004
WATER ()tjAI.IT? SEC
TION
Wow.
ARA
NCDENR
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), hftp://h2o.enr.state.nc.us/ncwetlands/
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
O?O? \ NA
T ?RpG
co
September 23, 2002
Cleveland County
DWQ Project No. 021495
SR 1516 (Guy Warlick Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Ms. Trish Simon, DEO
NCDOT Division 12
P.O. Box 47
Shelby, North Carolina 28151-0047
Dear Ms. Simon:
You have our approval, in accordance with the attached conditions and those listed below, to incur 25
linear feet of impacts to an unnamed tributary to Crooked Run Creek in order to improve SR 1516 (Guy
Warlick Road) in Cleveland County. The project should be constructed in accordance with your
application dated September 12, 2002. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification No. 3375 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 you may be required to
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. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March
1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B
.0124). These measures must be implemented prior to any ground-disturbing activities to minimize
impacts to downstream aquatic resources.
2. Storm water shall be directed to buffer areas or retention basins and not routed directly to streams
where practicable.
3. The pipes required for this project shall be designed and installed in a manner that does not initiate a
headcut along the streams. NCDOT must submit a plan for written DWQ approval to address any
headcutting that will occur as a result of this project.
4. 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. The presence of equipment in the channel must be minimized.
5. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
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/ncwetlands/
6. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
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 that 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.
Michael Parker of the Mooresville Regional Office at 704.663.1699.
Sincerely,
Attachment
Pc
Wilmington District Corps of Engineers
John Hendrix, USACE Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy

STATE of NORTH CAROLINA 021495
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
FILE COPY
F_
MEMO TO: John Dorney, DENR/DWQ/401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Officer 1-5
DATE: September 12, 2002
SUBJECT: Pre-Construction Notification/401 Automated Payment
Enclosed are seven copies of a pre-construction notification for a secondary road project
in Cleveland County for your review and comments.
Project information for the 401 Automated Payment Procedure
• Work order number: 43121-549-6.802594-475-SR1516-80999
• TIP #: Not Applicable
• Project Category: $200.00 Fee
is
PAYMENT
RECEIVED
Post Office Box 47 Shelby, North Carolina 28151-0047