20040753 Ver 1_Complete File_20040510

wA Michael F. Easley, Governor
Q
` pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?
flj Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 18, 2004
Mecklenburg County
DWQ Project No. 040753
Replacement of Bridge No. 128 on SR 2131 (Bud Henderson Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Benton G. Payne, P.E., Division Engineer
NCDOT Division 10
716 West Main Street
Albemarle, NC 28001
Dear Mr. Payne:
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 110 linear feet and to incur 40 linear feet of temporary impacts to an unnamed tributary to
McDowell Creek for the purpose of replacing Bridge No.?.,128 on SR 2131 `(Bud Henderson Road)
Mecklenburg County with twin metal culverts. The project shall be constructed in accordance with your
application dated May 6, 2004 (received May 10, 2004). After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Nos. 3366 and 3404 corresponding
to the U.S. Army Corps of Engineers Nationwide Permit Numbers 33 and 14. In addition, you should
acquire any other federal, state or local permits before you proceed with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This
approval will expire with the accompanying 404 permit unless otherwise specified in the Water Quality
Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us, in writing, and send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all, conditions. If total wetland fills for this project
(now or in the future) exceed one acre, or if stream impacts exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions
listed below.
1. The impacted waters are on the 303(d) list of Impaired Waters. Therefore, .NCDOT shall use
Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0124) and
NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March
1997) to minimize impacts to downstream aquatic resources. Additionally, storm water shall be
directed to buffer areas or retention basins and must not be routed directly into streams unless the
applicant provides evidence that this is not practicable or feasible.
2. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 15 days of
ground-disturbing activities to provide long term erosion control Mowing of existing vegetated
buffers is strongly discouraged, so that they may be utilized for storm water diffuse flow.
3. All work shall be performed during low flow (below bankfull) conditions.
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:'
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (httu://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
offi

NCDOT SR 2131 Mecklenburg County, DWQ # 040753
Page 2
May 18, 2004
5. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
6. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization
and to minimize the use of rip rap.
7. The twin metal culverts required for this project shall be installed in such a manner that the original
stream profile is not altered (i.e. the depth of the channel must not be reduced; by a widening of the
streambed). Existing stream dimensions (including the pattern and profile) are to be maintained above
and below the location of the culverts. The culverts shall be designed and installed to allow for fish and
other wildlife movement as well as prevent headcutting of the stream.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If rip-rap is necessary, it must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water. Rip rap shall not be placed in
the stream bottom.
9. The presence of equipment in the channel must be minimized.' Under no circumstances must rock, sand
or other materials be dredged from the wetted stream channel under authorization lof this permit, except
in the immediate vicinity of the culvert.
8. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. 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 sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. 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.
d. Any reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
9. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or nparign areas beyond the
footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
10. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosioncontrol devices in we0ands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project..
11. 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.
i
r
NCDOT SR 2131 Mecklenburg County DWQ # 040753
Page 3
May 18, 2004
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. Beth Barnes at 919.715.8394 or Ms. Polly Lespinasse
of the Mooresville Regional Office at 704.663.1699.
ncer ly,
/John E. Hennessy
Attachment
Pc: Wilmington District US Army Corps of Engineers
Steve Lund, USACE Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy
P
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYNDo TIPPETT
GOVERNOR SECRETARY
May 6, 2004 WETLANDS / 401 GROUP
U. S Army Corps of Engineers
Asheville Regulatory Field Office MAY 1 0 2004
?'
Attn: Mr. Steve Lund, MS, PWS 040753 WATER QUALITY SECTION
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Mecklenburg County, Proposed Replacement of Bridge No. 128 on SR 2131 (Bud
Henderson Road) over an unnamed tributary to McDowell Creek. WBS Element
Number 10B.206011 (DWQ Minor Permit Fee $200.00)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 128
on SR 2131 (Bud Henderson Road) over an unnamed tributary to McDowell Creek. The purpose
of this letter is to request authorization to construct this project from U. S. Army Corps of
Engineers under Section 404 Nationwide 14 and 33.
The existing bridge will be replaced by twin metal culverts, each measuring 142" x 91" x 90'.
Traffic will be maintained using an off-site detour.
The project area has been reviewed for the presence of listed threatened and endangered species'
and described in a Minimum Criteria Checklist. It has been determined that the construction of
this project is not likely to adversely impact any listed species. There are no wetlands present,
although impacts to surface waters will occur. There will be 0.020 acre of fill in surface from the
culvert installation, equating to 110-feet of stream channel loss. The stream is located in a heavily
developed area approximately 5.3 miles west of the town of Huntersville and is located in the
Catawba River Basin, Hydrologic Unit 03040101. A permit drawing and pre-construction
notification form are attached to this letter.
The NCDOT anticipates that the permit application will be authorized under a Section 404
Nationwide 14 and 33. We are also hereby requesting 401 Water Quality Certifications, GC 3404`
and GC 3366, from the Division of Water Quality. We are providing seven copies-of this"'
application to the North Carolina Department of Environment and Natural Resources, Division of
)ATater Quality, for their review.
_ r716 West Main Street, Albemarle, NC 28001 [phone] a Fax (704) 98'2.gj,46
L
A
Thank you for your assistance with this project. If you have any questions or need any additional
information concerning this project, please contact Mr. Larry Thompson, Division Environmental
Officer, at [phone].
Sincerely,
Benton G. Payne, P. E.
Division Engineer
LBT/BGP
Enclosures
cc: Mr. John Dorney, NCDWQ
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Garland Haywood, BME
Mr. Larry Thompson, DEO
Area Field Operations Unit
2
SR 2131 (Bud Henderson Road)
Mecklenburg County
Office Use Only. 0407 5 3 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
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 and 33
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
1. Owner/Applicant Information
Name: N C Department of Transportation
Mailing Address: 10`h Highway Division
716 West Main Street
Albemarle NC 28001
Telephone Number: [phone] Fax Number: [phone]
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: Benton G Payne P E
Company Affiliation:' Division Engineer
Mailing Address: N C Department of Transportation
_ 716 West Main Street
Albemarle NC 28001
Telephone Number: [phone] Fax Number: (704) 982=3146
E-mail Address: [e-mail]
Page] of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
U1. 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 2131 (Bud Henderson Road)
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Mecklenburg County Nearest Town: Huntersville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Huntersville, travel west
on SR 2136( Gilead Road turning left onto SR 2131 (Bud Henderson Road). Project area
is approximately 1.25 miles ahead
5. Site coordinates, if available (UTM or Lat/Long): 35° 24' 5.93" N/80° 55' 4.14" N
(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:
Zoned residential- several new subdivisions in the vicinity of the project.
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): McDowell Creek
9. River Basin: Catawba (Hydrologic Unit 03050101)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o enr state.nc.us/admin/maps//.)
Page 2 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
10. Describe the purpose of the proposed work: Replacing existing bridge (Bridge 128) that is
failing with (2) 142"x 91"x 90' QMPA Project will be constructed so that "low flow"
conditions will utilize one pipe and storm events will have access to both pipes.
11. List the type of equipment to be used to construct the project: Heavy construction equipment
(Trackhoe dump truck boom truck etc.).
12. Describe the land use in the vicinity of this project: Developed on both sides of the road with
single family residences Pasture on the north side of bridge some wooded buffer on the
south side.
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of. this work from the current
application: N/A
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
Page 3 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
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. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
feet
Type of Wetland***

* List each impact separately and identify temporary impacts. impacts mciude, but are not umnea to: mecnamzcu during, grading, 1111,
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 htty//www.fema.aov.
*** 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:
Total area of wetland impact proposed:
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)
S1 (2) 142" x 91" x 90' 90' UT toMcDowell Creek Approx. 8' Perennial
S2 Inlet Stabilization 10' UT toMcDowell Creek Approx. 8' Perennial
S3 Outlet Stabilization 10' UT toMcDowell Creek Approx. 8' Perennial

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.
Page 4 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
* 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.usas.p,ov. 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: 110 feet permanent, 40
feet additional temporga
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
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:
VIII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Wetlands and surface waters not impacted by this project will be protected from unnecessary
encroachment. Staging of construction equipment will not be allowed near jurisdictional areas.__
Strict enforcement of the sediment and erosion control Best Manangement Practices for the
protection of wetlands and surface waters will be enforced during all phases of project
construction.
? wetlands
installation of
Page 5 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
Mitigation
DWQ - In accordance with 15A NCAC 211 .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.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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.
No mitigation is proposed for this project
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
Page 6 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
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 bttp:/A42o.enr.state.nc.usL/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):
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
IX. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify - - )?
Yes ? No ® If you answered "yes", provide the following information:
Page 7 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 3U teet perpenoieuiar from near oanx of cnwiney wuc L vatcuus 411
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.
AT/ A
X. 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.
All appropriate Best Management Practices for sediment and erosion control will be
implemented during- pipe replacement activities There will be not be a net increase in storm
water runoff as a result of this project being constructed - impervious area along the roadway
will remain the same.
XI. 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.
N/A
Page 8 of 9
SR 2131 (Bud Henderson Road)
Mecklenburg County
XII. Violations (DWQ Only)
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
XIII. 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).
Applicant/Agen s ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Name: LAKE NORMAN SOUTH Location: 035° 24'05.60" N 080' 55'04,56" W
Date: 5/6/2004 Caption: SR 2131 (Bud Henderson Road)
Scale: 1 inch equals 1333 feet Mecklenburg County
Copyright (C) 1998, Maptech, Inc
SR 2131 (Bud Henderson Road)
Mecklenburg County
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Legend
Q permit site

Prepared by:
North Carolina
Department of Transportation
Environmental Unit, Division 10
Date: May 6. 2004
This map Is intended for Internal DOT use only.
For all other uses, no warranties of any sort,
Including accuracy, fitness, or merchantability
accompany this product.
Feet
0 800 1,600 3,200 4,800 6,400
w North Carolina Depaftment of Transportation
Typical Plan and Elevation of Pipe Installation Permit"sphalt Crown
Amount of Fill over Pipe
14•!7
22-1 HEIGHT FROM
l
log Creek Bed to C wn in Roadway Fmc 00

Typical End Elevation
Elevation 2 Lines of Coiragated Metal Pipe Arch, 142 X 91
With Class I,or II Rip Rap Slope Protection on Inlet and Outlet end
Class I lass II Rip Rap
1
S'

Should r

Roadway Overall 1, gth of Pipe
20-FT 5 90- FT.
c
w
Shoulde

o
s S,
x

KWDI

Distance between Pipe
- 4-FT. -

a o
Typical Plan View
r,,
[:, •? •4? .4 With Class I or II Rip Rap
on Inlet and Outlet end
.., o -
ev
4
23-FT s I or Class II Rip Rap
p
q ?
a .
Overall Span Length
S3

=H
c?b??