20080585 Ver 1_Application_20080331

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
March 26, 2008
Mr. Brian Wrenn ~ ~ ~ 5
401/Transportation Permitting Unit
1650 Mail Service Center
Raleigh, N.C. 27699-1650
SUBJECT: Bridge #25 Replacement on SR 1491 (Sectionhouse Road), Catawba County
Dear Mr. Wrenn:
The North Carolina Department of Transportation proposes to replace a 28 ft x 75 ft timber and
steel bridge with a 40 ft x 92.5 ft concrete bridge on SR 1491 (Sectionhouse Road) in Catawba
County. The existing bridge timber substructure will be removed, as well as old concrete
abutments from a prior structure and excavated to natural ground. Class II riprap will be then
utilized on the embankment under the bridge for stabilization. Riprap drainage ditchlines will be
constructed on the embankment upstream and downstream of the new bridge.
It is anticipated that temporary cofferdams may be necessary for removal of the old bridge
components and for construction of the new bridge. If cofferdams are utilized, the area impacted
by the temporary cofferdams will be returned to pre-project conditions upon project completion.
The total scope of the work will result in 12 feet of permanent riprap impacts to Lyle Creek,
which is classified as Class C waters by the Division of Water Quality. The project is not located
within '/2 mile of any critical watershed area nor is SR 1491 a rural or urban arterial; therefore,
hazardous spill basins are not required. Enclosed is the hazardous spill basin checklist.
This office has conducted a GIS and field survey for the project for historical sites and
threatened/endangered species sites. No sites listed on the National Register of Historic Places
are located in the vicinity of the project nor did there appear to be any eligible structures. The
federally listed species for Catawba County (USFWS list dated January 31, 2008) include the
Dwarf-flowered heartleaf (Hexasrylis naniflora). Natural Heritage Program records document the
nearest dwarf-flowered heartleaf location approximately 1.5 miles southwest of the proposed
project area. The heartleaf is usually found on dry to moist ravine slopes (usually north facing and
of the oak-hickory-pine forest type) and in boggy areas near springheads. There did not appear to
be suitable habitat within the proposed project area and heartleaf species were observed. No
impact on this species is anticipated.

Bridge #25, SR 1491, Sectionhouse Road
Page 2
March 26, 2008
I have enclosed apre-construction notification for a NW# 14, sketches of planned activities, and
location maps relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150460-55120005-37865-4685
• TII' #: NA
• Project Category: $240.00 Fee
If you have any questions or concerns, please feel free to contact me at [phone]. Thank
you for your time and consideration to this matter
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
a~ ~~
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: Polly Lespinasse, DWQ, Mooresville Regional Office

Office Use Only' Form Version March OS
20080585
USACE Action ID No. DWQ No.
(If anv particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
^ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW # 14 (WQC#3704)
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ^
II. 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/Consultant 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: tsimonna,dot.state.nc.us
Page 1 of 8

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 fmal 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: Bridge #25 Replacement SR 1491 (Sectionhouse Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 37865 (MA12067B~_
3. Property Identification Number (Tax PIN): NA
4. Location
County: Catawba Nearest Town: Conover
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): From Conover. West 1st
~Hwy 70 west) for ~ lmile turn right on SR 1491 and proceed to bridge site.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°43'37"N 81°14'34"W
6. Property size (acres): < 0.10 acres
7. Name of nearest receiving body of water: Lyle Creek Class C Waters (from source to
Bakers Creek).
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.nc.us/admin/maps/.)
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-Bride on paved secondary road.
General Land Use- Residential.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used_
Replacement of a deteriorating 28-foot x 75-foot timber and steel bride with a 40-foot x
92 5-foot concrete bridge Class II Riprap will be utilized for stabilization under the bride
structure Riprap ditchlines will be constructed on the embankment upstream and
downstream of the new bridge The new bride bent will be constructed outside of the flow
line of the stream The existing_timber substructure will be removed, as well as old concrete
abutments from a prior structure Typical heave equipment cranes trackhoe backhoe
etc) will be used for the construction of this project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to replace
a deteriorating bridge for the safety of the travelling
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 at this site.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts from riprap
stabilization of ditchlines.
Page 3 of 8

2. Individually list wetland impacts. Types of impacts include, but aze not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
sepazately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within
100-year Distance to
Nearest Area of
Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no lineaz feet

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but aze not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the lineaz footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.

Stream Impact

Stream

Perennial or Average

Stream Width
Impact
Area of
Number Name Type of Impact Intermittent? Before Length Impact
(indicate on map) Im act (lineaz feet) (acres)
1 Lyle Creek Riprap Ditchline
Stabilization perennial 20 feet 12 feet 0.006
Temporary
1 Cofferdams (May be 70 feet .032
necessary)
Total Stream Impact (by length and acreage) (PERMANENT IMPACTS) 12 feet .006 acre
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma) ocean, etc. (acres

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): Permanent 0.006
Wetland Im act (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.006
Total Stream Impact (linear feet): Permanent 12 feet
Page 4 of 8

7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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 existing bridge timber
substructure will be removed, as well as old concrete abutments from a prior structure and
excavated to natural ground. The embankment under the bridge will be stabilized with ripra~
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 January 15, 2002, 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
Page 5 of 8

aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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 Cazolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide. 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/lineaz 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.
NO MITIGATION ANTICIPATED.
2. Mitigation may also be made by payment into the North Cazolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (squaze 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)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federaUstate) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Cazolina 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
3. 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 8

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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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* ,c„~pa~te*, I Multiplier Required
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
XII.
within 15A NCAC 2B .0242 or .0244, or .0260.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
A minor increase of impervious surface will occur by replacing the 28 ft x 75 ft bridge with a 40
ft x 92.5 ft bridge.
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.
No wastewater is generated from the project.
Page 7 of 8

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 anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The bride replacement will not result in additional development of the surrounding area.
XV. 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 8

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Name: NEWTON Location: 035° 43' 37.26" N 081° 14' 34.92" W
Date: 3/24/2008 Caption: Bridge #25 Replacement, SR 1491 (Sectionhouse Road), Lyle
Scale: 1 inch equals 1000 feet Creek, Class C Waters, Catawba River Basin

forth Carolina Floodplain Mapping Intbrmation system
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North Carolina Floodplain Mapping Information System
FMIS Hnme EimwRlaad flats Yew Map
NC Floodmaps I HeIQ I Contact Us
http://www.ncsparta.net/fmis/PrintMap.aspx 3/27/2008
Bridge #25 Replacement, SR 1491 (Sectionhouse Road)

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Soil Map-Catawba County, North Carolina
Bridge #25 Replacement, SR 1491 (Sedionhouse
Road)
Map Unit Legend
Catawba County, North Carolina (NC035)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Af Altavista fine sandy loam, 2.3 3.1 °h
dayey variant (Dogue)
CmC2 Cedl sandy loam, 6 to 10 5.8 8.0%
percent slopes, eroded
CmD2 Cedl sandy loam, 10 to 15 2.0 2.8%
percent slopes, eroded
CnE3 Cedl day loam, 10 to 25 10.1 13.9%
percent slopes, severely
eroded (Pacolet)
Cw Chewada loam 8.0 11.1 °~
Cy Congaree complex 15.4 21.3%
HsB2 Hiwassee loam, 2 to 6 percent 2.0 2.7°~
slopes, eroded
HsC2 Hiwassee loam, 6 to 10 percent 17.3 24.0°k
slopes, eroded
PeE Pacolet soils, 10 to 25 percent 9.3 12.9%
slopes
Totals for Area of Interest (AOI)
72.2
100.0%
~` Natural Resources Web Soil Survey 2.0 3/26/2008
'~ Conservation Service National Cooperative Soil Survey Page 3 of 3

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: ~ ~ County: C'atawha Project ID: MA12067B
River Basin: Catawba Bridge No: Bride #25 replacement
Route: SR 1491. Sectionhouse Rd Stream: Lyle Creek
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS r r
ORW r ~
WSI r ~
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area r r
Roadway Criteria:
Route Designation-
Arterial Urban
Arterial Rural
Additional Site Information:
Is a Hazardous Spill Basin Required?
Yes No
r
r ~
Yes No
r ~
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).

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