20060281 Ver 1_Application_20060215

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STATE OF NORTH CAROLINA R 11%4
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
February 9, 2006
Mr. Steve Lund
US Army Corp of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, N. C. 28801-5006 0 6 0 2 Q IL
SUBJECT: Pipe replacement on SR 1314, Lincoln County
Dear Mr. Lund:
The North Carolina Department of Transportation proposes to replace a deteriorating pipe on SR 1314,
Will Schronce Road in Lincoln County. A 50-foot long, 48" CMP will be replaced with a 50-foot, 60"
CMP with inlet and outlet headwall and associated riprap for structure stabilization. There is a -3 ft
scour hole at the existing pipe outlet. Based upon the thalweg profile, the new pipe will be buried one foot
below the normal streambed elevation at a point past the 10-ft long scour hole. This will allow placement
of the new pipe on a moderate gradient of 3.2%. A concrete ditch coming from the adjacent property
discharges onto the streambank at the existing pipe inlet. The ditch is off right of way; therefore, it will
remain and large rock (shot rock sized) will be utilized on the streambank at the inlet which can be placed
in such as manner to act as energy dissipation for the stormwater discharge of the concrete ditch. A total
of 10 feet of rock/riprap will be utilized on theembankment at the inlet and outlet of the pipe for structure
stabilization. The scope of the work will result in a total of 10 feet of permanent riprap/rock to the
unnamed tributary to Hoyle Creek, which is classified as a WS-IV watershed by the Division of Water
Quality.
SR 1314 is not considered a rural or urban arterial, nor is the project located within %2 mile of a critical
watershed area. Hazardous spill basins are not required. Enclosed is the NCDOT hazardous spill basin
checklist.
I have enclosed a copy of a NW#3 PCN application, sketches of planned activities, and location maps
relative to the project. If you have any questions or concerns, please feel free to contact me at (704) 480-
9044. Thank you for your time and consideration to this matter.
SR 1314
Page 2
2/9/06
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY:
/jv? Z'?
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: John Hennessy, DWQ, Transportation Permitting Unit (Courtesy Copy)
Polly Lespinasse, DWQ, Mooresville Regional Office (Courtesy Copy)
Ron Linville, Wildlife Resources Commission (Courtesy Copy)

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 0 0 2 S
(If anv particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
H.
1. Check all of the approval(s) requested for this project:
Z Section 404 Permit ?Riparian
Rules
? Section 10 Permit ? Isolated
DWQ
? 401 Water Quality Certification
or Watershed Buffer
Wetland Permit from
2. Nationwide, Regional or General Permit Number(s) Requested: NW 3.
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 (verify availability with NCWRP prior to
submittal of PCN), complete section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on
page 4), and the project is within a North Carolina Division of Coastal Management
Area of Environmental Concern (see the top of page 2 for further details), check here:
Applicant Information
1. 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 TranWortation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: tsimon e dot state nc us
Page 1 of 9
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: SR 1314, Will Schronce Road, Pipe replacement.
2. T.I.P. Project Number or State Project Number (NCDOT Only): 1213.205511
3. Property Identification Number (Tax PIN): NA
4. Location
County: Lincoln Nearest Town: Iron Station
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Hwy 27 east from
Lincolnton for -3.5 miles: turn riant onto o SR 1314. Cross over railroad tracks and
roceed M 0.5 miles to site.
5. Site coordinates, if available (UTM or Lat/Long): 35'26'52"N/81 *09'50"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. Property size (acres): <0.10 acre CDOT right of way).
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Hoyle Creek, WS-IV
watershed from a point 0.5 mile upstream of Lincoln County SR 1321 to a point 0.2
mile downstream of Little Hoyle Creek).
8. River Basin: Catawba
(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.ne.us/admin/maps/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the
project at the time of this application:Existing Conditions -pipe on paved secondary
road. General Use- wooded and residential
10. Describe the overall project in detail, including the type of equipment to be used:
Replacement of a 48", 50-ft pine with a 60", 50-ft pipe with inlet and outlet headwall
and associated- riprap for structure stabilization. There is a -3 ft scour hole at the
existing pipe outlet Based upon the thalweg_profile, the new p pe will be buried one
foot below the normal streambed elevation at a point past the 10-ft long scour hole.
This will allow placement of the new Ripe on a moderate gradient of 3.2%. Work will
be done using a trackhoe.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
replace a deteriorating pipe.
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.
No future permit requests are anticipated for this project
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
Page 3 of 9
in Section VIII below. If additional space is needed for listing or description, please
attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts from riprap
for structure stabilization.
2. Individually list wetland impacts below: NO WETLAND IMPACTS
Wetland Impact Type of Area of Located within Distance to
Site Number Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma acres es/no) (linear feet)

* 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://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested
wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be
made by USACE only).
List the total acreage (estimated) of all existing wetlands on, the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site Length of Average Width of Perennial or
Number Type of Impact* Impact Stream Name** Stream Before Intermittent?
(indicate on map) (linear feet) Impact (please specify)
1 Riprap for structure 10 feet UT to Hoyle Creek 3 feet Perennial
stabilization
Temporary
1 cofferdams 40 ft 46 16 "
* 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 www.usgs.gov. Several internet sites also allow direct download and
printing of USGS maps (e.g., www.topozone.com, www.mnquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:Permanent rock
impacts = 10 ft; Temporary Impacts = 40 feet.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S. below: 0
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
indicate on ma (acres) 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 4 of 9
5. Pond Creation: NO POND IMPACTS
If construction of a pond is proposed, associated wetland and stream impacts should
be included above in the wetland and stream impact sections. Also, the proposed
pond should be described here and illustrated on any maps included with this
application.
Pond to be created in (check all that apply): ? uplands ? stream ?
wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation
of draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout
pond, local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to
provide information related to site constraints such as topography, building ordinances,
accessibility, and financial viability of the project. The applicant may attach drawings of
alternative, lower-impact site layouts, and explain why these design options were not
feasible. Also discuss how impacts were minimized once the desired site plan was
developed. If applicable, discuss construction techniques to be followed during
construction to reduce impacts.
The deteriorating pipe must be rolaced for the safety of the travelling public. Inlet and
outlet headwalls are being; utilized to maintain current pipe length Minimal j rap is
used for structure stabilization A concrete ditch located on the adjacent property that
discharges onto the streambank The stabilization riprap at the pipe inlet will be placed in
such a way as to act as an energy dissipater for stormflow discharge.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 21-1.0500, 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 5 of 9
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 htt p://h2o.enr.state.nc.us/ncwetlands/strmide.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.
MITIGATION NOT ANTICIPATED
2. Mitigation may also be made by payment into the North Carolina Wetlands
Restoration Program (NCWRP). Please note it is the applicant's responsibility to
contact the NCWRP at [phone] to determine availability and to request
written approval of mitigation prior to submittal of a PCN. For additional
information regarding the application process for the NCWRP, check the NCWRP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is
proposed, please check the appropriate box on page three and provide the following
information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of
public (federal/state) 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 6 of 9
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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* I (square feet) I Multiplier I MRequired I
itigation
1 2 1 I 1.5 1 1
* 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 213 .0242 or
.0260. NA
XI. Stormwater (required by DWQ)
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.
There will be no increase in impervious acreage. Appropriate erosion and sedimentation
control measures will be in place during the pipe replacement.
XII. Sewage Disposal (required by DWQ)
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 7 of 9
XIII. Violations (required by DWQ)
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
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 9
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Name: LINCOLNTON EAST Location: 035° 26'52.56" N 081 ° 09'50.97" W
Date: 1/17/2006 Caption: Pipe Replacement, SR 1314 (Will Schronce Rd), UT to Hoyle
Scale: 1 inch equals 1000 feet Creek, WS-IV Watershed, Catawba Basin
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HAZARDOUS SPILL BASIN CHECKLIST
Division: 1? County: Lincoln , Project ID:
River Basin: Catawba Bridge No: Pipe Replacement
Route: SR 1314, Will Schronce Road Stream: UT to Hoyle Creek, WS-
IV Watershed
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS r r
ORW r r
WSI r 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 r r
Arterial Rural r r
Additional Site Information:
Is a Hazardous Spill Basin Required?
Yes No
r r
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).