20050189 Ver 1_Complete File_20091124

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Mr. Mike Holder, P.E.
NCDOT Division 12
P.O. Box 47
Shelby, NC 28151
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P". Director
p ?@ 'u+ V@ Division of Water Quality
FEB 8 _ 2005 u February 4, 2005
DWQ# 05-0189
DENR-WATER QU?L1lY Iredell County
11AN6SANpS1011IUWkiE BRANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Holder:
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 104 linear feet (If) (64 for box culvert installation and 40 If for bankfull bench creation and riprap
stabilization) and to temporarily impact 40 If (for temporary cofferdam installation) of Long Branch (a perennial
stream). The impacts are proposed in order to replace the existing, deteriorating bridge with a 64-foot long
double barrel, concrete box culvert (one culvert for base flow and one culvert for flood flow) as described in
your application received by the Division of Water Quality (DWQ) on February 4, 2005. The location of the
project is State Road 2120 (Powell Bridge Road) in Iredell County. After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Numbers 3404. This certification
corresponds to Nationwide Permits 14 and 33 issued by the U.S. Army Corps of Engineers (USACE). Please
note that you should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply
Watershed regulations. This approval will expire with the associated 404 permit unless otherwise specified in
the Water Quality Certification.
This approval is valid solely for the purpose and design that you described in your application (unless modified
below). Should your project change, you must notify the DWQ in writing and you may be required to submit a
new application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h)(6) and (7). For this approval
to remain valid, you must adhere to the conditions listed in the attached certification and those listed below:
Placement of culverts and other structures in waters, streams and wetlands must be below the elevation of
the streambed by one (1) foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow for low flow passage of water and
aquatic life, as well as prevent headcutting of the streams. The design and placement of culverts and other
structures including temporary erosion control measures shall be installed in such a manner that the original
stream profiles are not altered (i.e., the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions (including pattern and profile) are to be maintained above and
below locations of each culvert. The applicant may be required to provide evidence that the equilibrium has
been maintained, if requested in writing by the DWQ.
North Carolina Division of Water Quality 610 East Center Avenue, Suite 301
Intemet h2o.enr.state.nc.us Mooresville, NC 28115
Phone [phone]
Fax [phone]
P471t N Carolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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Page 2
2. Since two (2) culverts will be installed, the stream should only flow through one (1) culvert during normal low
flow conditions and through the other culvert above bankfull conditions. The floodplain benches should be
installed to restore the natural channel upon completion of the project. The benches should be constructed of
natural materials for bench stability.
3. Disposal of old bridge material into surface waters is not allowed. Strict adherence to the USACE guidelines
for bridge demolition will be required.
4. Riprap must not interfere with thalweg performance and aquatic life passage during low flow conditions.
5. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual.
The devices shall be maintained on all construction sites, borrow pit sites, and waste pile (spoil)
projects, including contractor-owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
6. Heavy equipment must be operated from the banks rather than in the stream channel, when possible, in
order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
7. Temporary dewatering sitbs must be restored to pre-existing conditions unless more natural geomorphic
conditions can be provided.
8. No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened.
9. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
10. 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.
11. All work shall be performed during low or normal flow conditions.
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited.
13. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has
released the project.
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Page 3
14. The North Carolina Department of Transportation (NCDOT) and its contractors and/or agents shall not
excavate, fill or perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and/or wetlands, except as authorized by this Certification, or any modification to this
Certification (e.g., no work shall occur outside of the footprint of the plans provided).
In addition, there shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this Certification without appropriate modification. If this occurs, compensatory mitigation
may be required since it is a direct impact from road construction activities.
15. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to notify DWQ when all work included in the 401 Certification has been completed. Please
include photographs upstream and downstream of the structure to document correct installation.
16. Continuing Compliance. NCDOT shall conduct its activities in a manner consistent with state water quality
standards [including any requirements for compliance with section 303(d) of the Clean Water Act] and any
other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are
not being met (including the failure to sustain a designated or achieved use) or that state or federal law is
being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify
NCDOT and the USACE, provide public notice in accordance with 15A NCAC 2H.0503, and provide
opportunity for public hearing in accordance with 15A NCAC 21-1.0504. Any new or revised conditions shall
be provided to NCDOT in writing, shall be provided to the USACE for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for 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 1508 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 Polly Lespinasse in the Mooresville Regional Office at 704-663-
1699.
Sincerely,
i
for Alan W. Klimek, P.E.
Attachments
cc: Steve Lund, USACE Asheville Field Office
Rob Ridings, DWQ Wetlands Unit
Central Files
File Copy
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETr
GOVERNOR SECRETARY
January 27, 2005
U11@190WRY
Mr. Steve Lund - NCDOT Projects FEB 0 2 7005
US Army Corp of Engineers
Asheville Regulatory Field Office NRRp ATER ?t I
151 Patton Avenue, Room 208 MZDS Al'?R
Asheville, N. C. 28801-5006
SUBJECT: Bridge #350 replacement, SR 2120 (Powell Bridge Rd), Iredell County
Dear Mr. Lund:
The North Carolina Department of Transportation requests authorization to replace a deteriorating bridge on
SR 2120 in Iredell County. NCDOT proposes to replace the existing 65-foot long, 20-foot wide bridge
with a 64-foot long, double line 12' x 9' concrete box culvert with inlet and outlet headwalls on same
location. Twenty feet of Class II riprap will be utilized at the inlet and outlet of the box culvert for structure
stabilization. Riprap faced benches will be constructed at the inlet and outlet of the box culvert to maintain
channel dimensions and to divert base flow through only one barrel. The existing bridge will be removed in
accordance with NCDOT BMP's for bridge demolition. Stream surveys were conducted to establish a
thalweg profile on which to base the one-foot culvert burial. Upstream and downstream cross-sections were
also performed (see enclosed graphs). The upstream cross-section indicates a more "normal" stream width,
while the downstream cross-section shows the impacts of cattle access. Cattle paths to the stream have
overwidened the channel width in some areas, resulting in sandbars, failing banks, felling trees, and debris
jams. The scope of construction work will result in permanent impacts to the Long Branch, which is
classified as a WS-III watershed by the Division of Water Quality. Temporary cofferdams will be necessary
to manage stream water during the staged construction of the double box culvert. Upon project completion,
areas impacted by the temporary cofferdams will be restored to pre-project conditions.
This office has conducted a GIS and field survey for this project and is recommending a finding of "no
effect" for T&E species and historical structures.
The project is not located within %s mile of a critical watershed area; therefore, hazardous spill basins are not
required. Enclosed is the hazardous spill basin checklist.
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Bridge #350, SR 2120
Page 2
January 27, 2005
Enclosed is a pre-construction notification for GP 31, a sketch 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.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY: '94_
Trish Simon
Division 12 Environmental Supervisor
Enclosures
CC: John Hennessy, DWQ, 401/Transporation Permitting Unit (7 Copies)
Polly Lespinasse, DWQ, Mooresville Regional Office
Ron Linville, Wildlife Resources Commission (Courtesy Copy)
Office Use Only: Form Version
May 2002 0501 8a
USACE Action ID No.
(If any particular item is not
L Processing
DWQ No.
to this project, please enter "Not Applicable" or "N/A".)
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
2. Nationwide, Regional or General Permit Number(s) Requested: GP31
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:
H. Applicant Information
Owner/Applicant Information
Name: Mike Holder, N. C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9020 Fax Number: 704-480-5401
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must
be attached if the Agent has signatory authority for the owner/applicant.)
Name: Trish Simon
Company Affiliation: N.C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: [e-mail]
Page 1 of 8
III. Project Information
Attach a vicinIity 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: Bridge #350 Replacement. SR 2120
2. T.I.P. Project Number or State Project Number (NCDOT Only): 37863
3. Property Identification Number (Tax PIN): NA
4. Location
County: Iredell Nearest Town: Harmony
Subdivision name (include phasellot number): NA
Directions to site (include road numbers, landmarks, etc.): From Statesville, north on
US 21, right on SR 2120 to bridge .
5. Site coordinates, if available (UTM or Lat/Long): 35°58'33"N/80°45'22"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): 0.20 (NCDOT right of way
7. Nearest body of water (stream/river/sound/ocean/lake): Long Branch, WS-III
Watershed (from source to Hunting, Creek
8. River Basin: Yadkin
(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 bridge on paved secondary
road. General Land Use- wooded, dairy farms.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
Replace timber and steel 65 foot bridge with double barrel, 64-foot long, 12' x 9'
concrete box culvert with inlet and outlet concrete headwalls. Riprap will be installed
at inlet and outlet for structure stabilization. Floodplain benches will be constructed at
inlet and outlet to maintain channel dimensions and to direct baseflow through o
barrel The equipment utilized will include a trackhoes and crane.
11. Explain the purpose of the proposed work: The purpose of the project is to replace
the deteriorating bridge with a new structure.
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 permit requests are an ticipated. .
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicarrt'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.
1. Provide a written description of the proposed impacts: 64 feet of fill from
installation of concrete box culvert. 40 feet of riprap on streambanks for structure
stabilization. 80 feet of temporary cofferdam impacts for stream m gment during
pipe installation.
Page 3 of 8
2. Individualllist wetland im acts below: NO WETLAND H-APACTS
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized
clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both
structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps (FIRM), or FEMA-approved local floodplam maps. Maps are available through the
FEMA Map Service Center at 1-800-358-9616, or online at http: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 Length
of Impact Average Width Perennial or
Site Number Type of Impact* (line
(linear feet) Stream Name** of Stream Before Intermittent?
(indicate on map) Impact (please specify)
1 Box culvert 64 feet Long Branch 15 feet Perennial
Riprap for 20 feet inlet
«
1 structure 20 feet outlet «
stabilization
Riprap - on face -20 feet bench
1 of inlet and upstream and « « «
outlet floodplain downstream of
benches culvert
1 Temporary 40 feet (each K K K
cofferdams side of stream)
* 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.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Permanent fill
impacts = 64 feet: Permanent ftrap Impacts = 40 feet. Temporary impacts = 80
feet .
Page 4 of 8
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, Pow estuary , Sound,
indicate on map) 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.
5. Pond Creation: NO POND IlVIPACTS
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 narrow bridge must be replaced for the safety of the travelling public. The roadwav
vertical curve must be improved to improve nigk visibility at the location. Inlet and
outlet headwalls are being utilized to minimize the length of culvert and still provide a
standard roadwav and shoulder width. Riprap is necessary too provide structure
stabilization.
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.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of
Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will
be required when necessary to ensure that adverse effects to the aquatic environment are
minimal. Factors including size and type of proposed impact and function and relative
value of the impacted aquatic resource will be considered in determining acceptability of
appropriate and practicable mitigation as proposed. Examples of mitigation that may be
appropriate and practicable include, but are not limited to: reducing the size of the
project; establishing and maintaining wetland and/or upland vegetated buffers to protect
open waters such as streams; and replacing losses of aquatic resource functions and
values by creating, restoring, enhancing, or preserving similar functions and values,
preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in
order for USACE or DWQ to consider the application complete for processing. Any
application lacking a required mitigation plan or NCWRP concurrence shall be placed on
hold as incomplete. An applicant may also choose to review the current guidelines for
stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina,
available at http://h2o.enr.state.nc.us/newetlands/strmgide.htmi.
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.
If mitigation is required by USACE mitigation for the project will be requested to be
handled by the Ecosystem Enhancement Program as outlined in the memorandum of
understanding between NCDOT and USACE.
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/3=/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): -
Page 6 of 8 .
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 ?
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
(Neese), 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.
I * Impact Required
Zo
I Multiplier X G+;_+;__
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. NA
Page 7 of 8
XL 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.
Minor additional impervious surface proposed from the addition of sloped shoulders
associated with replacing the 20 foot wide bridge with a box culvert.
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.
No wastewater is generated from the project.
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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
6--'
-,)? -os'
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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12

(Joins sheet 76)
I REDELL

ZONE C

TING CREEK
i
i

i
ZONE
J
i

/l

\ KEY TO MAP
V.
'00-Year Flood Boundary ZONE B
I 00-Year Flood Boundary
21161 1
one Designations* With
i J late of Identification
12/2/74
00-Year Flood Boundary
/ 00-Year Flood Boundary
ase Flood Elevation tine 513
Jith Elevation In Feet**
i. lase Flood Elevation in Feet (EL 987)
} here Uniform Within Zone**
/7 :Ievation Reference Mark RM7X
it
tiver Mile • M1.5
?i ,.Referenced to the National Geodetic Vertical Datum of 1929
1)
*EXPLANATION OF ZONE DESIGNATIONS
7-ONE EXPLANATION
A Areas of 100-year flood; base flood elevations and
flood hazard factors not determined.
- AO Areas of 100-year shallow flooding where depths
are between one (1) and three (3) feet; average depths
of inundation are shown, but no flood hazard factors
2115 are determined.
AH Areas of 100-year shallow flooding where depths
= P? are between one (1) and three (3) feet; base flood
elevations are shown, but no flood hazard factors
are determined.
1-A30 Areas of 100-year flood; base flood elevations and
flood hazard factors determined.
A99 Areas of 100-year flood to be protected by flood
protection system under construction; base flood
elevations and flood hazard factors not determined.
B Areas between limits of the 100-year flood and 500-
year flood; or certain areas subject to 100-year flood-
Y117 ing with average depths less than one (1) foot or where
the contributing drainage area is less than one square
mile; or areas protected by levees from the base flood.
(Medium shading)
iJ ZONE C C Areas of minimal flooding- (No shading)
0
D Areas of undetermined, but possible, flood hazards.
f V Areas of 100-year coastal flood with velocity (wave
L action); base flood elevations and flood hazard factors
not determined.
/1-V30 Areas of 100-year coastal flood with velocity (wave
action); base flood elevations and flood hazard factors
determined.
HUNTi NOTES TO USER
:ertain areas not in the special flood hazard areas (zones A and V)
iay be protected by flood control structures.
2120 his map is for flood insurance purposes only;,,it does not neces-
-'-? . ? rily show all areas subject to flooding in the community or
--II planimetric features outside special flood hazard areas.
or adjoining map panels, see separately printed Index To Map
'anels
INITIAL IDENTIFICATION:
MAY 26, 1978
P/f s 7R. a
j?i2o?oSG? C[.? S ZT
J a ;, ZD?/Lo nosGa ?gc.12 ?.?
Gc.a wErz r
&VVC7 8& 47LJa # . N
pFLoa?R.441J 66X-I-?
4
Lot- flag.? '
,?t5o 15 goo SfA IS iS?rS'v ? S/Z Z 120
f
S 70
/F --- --- -- --- --1\
< pr2oPnsc? t=(,oob F''¢"J Sauc#
ao Poi
a p`'
TL AiJ
4
P94tVs41 tLvv, L-54, '7115.(,l
IMDPi L C
Pt&v. 378 (o3
z1o,
,uc #\IzT
?IU? l? • S?ZI OCfE I- IMAJT&-V*XjGd
iItCA?ll*-?.
'SQ 21 Zo
o s
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`s M9 ?
M £ ?1
? . c 1. V1
_ N
w
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a
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D
?'Q r Wools e foods .1?
Fence 9
. .. ? , SAN-'Sag
Flood 5 Area
S+oGK ? to I . '
P
area I R,.,p b%CA•lo'or. kla'Fer
Proposed Class=
R;p RAP (in le+i W+I.-+)
Co{?e?dam??

.
ti
i Cons{r-,-} i ?r?ell of
Poposed f2'x 9 RCQ,G
Remove Exis+iny?3r?de?e
,? tea 5 ???.-??
I '
filar, S+4v 1

?lU:= !Z - 321 AGzE r>7fN?'f'L?u?c,Z
52 ziZo
! Cur of 4e. 3rv
CavrnOL Sk,?TGl?
/ o? 3 1??.!• ? 7r3? 3

scale ( 30,
t), ( Z" G le I p 4e M14'6OT' W A
52 2IZa
?p?,gcE??r' of dQ ? 3sa
i /lay
2 ar '. p ,f 37&Z. 3
l wood s -0'
ter-
?. Wc?c? s
I i mu Icl, a 11
bed Area S
'PP
Fer,ce,?"?
R;pR.,p Faced Flood
?Platn Dehch

Fer?c e;
Rlp Rip Faced
Flaad i Igir,
?nc.h
GO- Fence ,

?rnposec( Class S T:?p Rao
(At t 4 Corneara?
1
1
r
i
5; I f Fe,)ct

N ! ? t''iuk?-.all
Seee1
c? nJ?Srbedr Areas
N
N
v'
a
1 C.au?2aC, sIGGrGI?
Plate
Con siruc.+on Cam pl etad 3ar3 %'/zar. 3 75l03
Sca1? 1"= 30`
uG bo?" __
I/ . l2 Z / Doe m4tvreu 4i.?ce
52 2/Zd
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: f- County: <fZ'C4 C--L Project ID: 37t3&3
River Basin: &'XALO Bridge No: W o
Route: 5 ZO
Water Quality Criteria:
Stream: 1,0,cfl,
w-/:5- ff
Stream Crossing Blue Line On USGS
ORW
WSI
WS II,III OR IV, Crossing Within 0.5mi of W. S. Critical Area
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban r ro'
Arterial Rural F r?
Additional Site Information:
Yes No
rr r
r r?
r r?
r r?
Yes No
Is a Hazardous Spill Basin Required?
r i -?
Criteria Based,Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
ed?o?
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
U?0't89.
MEMO TO: John Hennessy, DENR/DWQ/401/Transportation Permitting Unit
FROM: Trish Simon, Division 12 Environmental Supervisor '15
DATE: January 27, 2005
SUBJECT: Pre-Construction Notification/401 Automated Payment
Enclosed are seven copies of a pre-construction notification for a NCDOT bridge project in
Iredell County for your review.
Project information for the 401 Automated Payment Procedure
• Work order number: 150465-55120005-378634687-350049
• TIP #: NA
• Project Category: $200.00 Fee
is
PER D
0 2 10D5
0EJVfj
ftqV R1Ty
STT
BR McM
Post Office Box 47 Shelby, North Carolina 28151-0047