20021724 Ver 1_Complete File_20021025

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project No.:
Applicant:
Project Name: J
Date of Issuance of-401 Water
on: l O -2S-t p -
2-Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or
the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was sed in the o ervation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approve d specifica . ns, and other supportin aSignature: Date: If this pro" ct was designed by a Certified Professional
I, o , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized
to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction
such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other
supporting materials.
Signature Registration No, Date

AG
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2002
Union County
DWQ Project No. 021724
Bridge No. 287 on SR 1901 (Hasty 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, North Carolina 28001
Dear Mr. Payne:
You have our approval, in accordance with the attached. conditions and those listed below, to incur 96
linear feet of permanent and 83 linear feet of temporary impacts to Lick Branch in order to replace Bridge
No. 287 on SR 1901 (Hasty Road) in Union County. The project should be constructed in accordance
with your application dated October 21, 2002 (received October 25, 2002). After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Nos. 3366
and 3375 corresponding to the U.S. Army Corps of Engineers Nationwide. Permit Number 33 and General
(Regional) Permit No. 198200031. In addition, you should acquire any other federal, state or local
permits before you proceed with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying §404 permit unless otherwise specified in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us in writing, and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, or if stream impacts exceed 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Storm water shall be directed to grassed swales, vegetated buffer areas or a storm water collection
device and not routed directly to streams where practicable.
2. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
3. The structure 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 locations of the structure. The structure shall be designed and installed to allow for
fish and other wildlife movement.
4. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
5. 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
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr.
Michael Parker of the Mooresville Regional Office at 704.663.1699.
Sincerely,
Attachment
Pc: Wilmington District Corps of Engineers
Steve Lund, USACE Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy

OCT 2 5 M
STATE OF NORTH CAROLINA SE
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYNDo TiPPETT
GOVERNOR SECRETARY
October 21, 2002
U. S. Army Corps of Engineers 021724
Asheville Regulatory Field Office
Attn: Mr. Steve Lund, MS, PWS
151 Patton Avenue, Room 208 FILE COPY
Asheville, NC 28801-5006
Subject: Union County, Proposed Replacement of Bridge No. 287 on SR 1901 (Hasty
Road) over Lick Branch. State Work Order No. 6.503381 (DWQ Minor
Permit Fee $200.00)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 287
on SR 1901 (Hasty Road) over Lick Branch in Union County. The purpose of this letter is to
request authorization from U. S. Army Corps of Engineers under a Section 404 General Permit
No 98200031 to construct the project.
The existing 35'9" timber bridge will be replaced by a three-barreled (each barrel measuring 14'
wide x 9' high x 63' long), open bottom, reinforced concrete box culvert. The culvert will be
constructed so as to allow the stream to flow through one barrel of the culvert durin low flow-
conditions. Traffic will be maintained using ano -site etour.
The project is described in a Minimum Criteria Checklist and a natural resource investigation was
conducted by the Project Development and Environmental Analysis section of the NCDOT on
June 6- 2001 and October 25, 2001. It has been determined that the construction of this project
will not have an effect on any listed threatened or endangered plant or animal species. Impacts to (
waters of the United States will result from project construction. There are no wetlands present,
although impacts to surface waters will occur. There will be 298 square feet of fill in surface CD
resulting from pier footings and no more than 160 square feet of fill due to the addition of rip rap
for erosion control purposes.
The NCDOT proposes to temporarily dewater the stream, as needed, during the construction of
the project. This will involve the temporary placement of sandbags, sheet metal cofferdams, or
Class B or Class 2 riprap, covered with filter fabric, in the stream channel approximately 10 feet
716 West Main Street, Albemarle, NC 28001 a [phone] 9 Fax [phone]
1, n

2 ?
I. ,.A awill
upstream of the proposed culvert inlet. In order to maintain water flow during construction,
water upstream of this impervious structure will be temporarily pumped out and conveyed
downstream of the construction activity where it will be allowed to filter through vegetation
before flowing back into the stream channel.
This activity will result in temporary impacts to the aforementioned surface waters.
Approximately 83 linear feet of stream channel will need to be dewatered. This would result in
996 square feet of dewatered streambed. Any dewatering activity that occurs will be conducted
for less than five consecutive working days and the sandbags or rip rap covered filter fabric will be
entirely removed from the stream channel after construction. The volume of temporary fill
required for this activity would consist of no more than 6 cubic yards.
The stream is located in a rural area approximately 3.0 miles west of the town of Marshville and is
located in the Yadkin River Basin, Hydrologic Unit 03040105. 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
General Permit No. 198200031. We are also hereby requesting a 401 Water Quality
Certification, General Certification 3375, 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 Water Quality, for their review.
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
LBTBGP
Enclosures
cc: Mr. John Dorney, NCDWQ
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Garland Haywood, Bridge Maintenance
Mr. Larry Thompson, DEO
Mr. Phil Suggs, Field Operations
BRIDGE # 890287 UNION COUNTY
Office Use Only' 021724 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: General Permit 31
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: 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. Pavne. P. E.
Company Affiliation: Division Engineer
Mailing Address: 716 W. Main Street
Albemarle. NC 28001
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: b avnei?dot.state.nc.us
BRIDGE # 890287 UNION COUNTY
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bridge 890287
2. T.I.P. Project Number (NCDOT Only): 6.5033
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Union Countv Nearest Town: Marshville. N.C.
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): (From US 74 in Marshville.
N .C.) travel E toward Anson County Ri6t onto Water Plant Rd. (SR 1900). travel about
0.67 miles S then Rivht onto Hastv Rd (SR 1901) Bridae is located 0.3 miles W of
Junction of Water Plant Rd
Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line
coordinates for each crossing of a distinct waterbody.)
attach a sheet that separately lists the
6. Describe the existing land use or condition of the site at the time of this application:
Rural/Agricultural
7. Property size (acres): N
8. Nearest body of water (stream/river/sound/ocean/lake): Lick Branch
9. River Basin: Yadkin Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//li2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Installation of a 3 k 14' x 9' RC open bottom
Box Culvert on Footings set on a 45 Degree Skew. This will replace an existing 1n 3 5'9"
BRIDGE # 890287 UNION COUNTY
Timber Bride built in 1951. Replacement shall be constructed at a new location with
approximately 300' south east of the existing alignment of the existing structure.
11. List the type of equipment to be used to construct the project: Track-Hoe. Boom Truck, &
DumpTruck to remove existing bridge and install new bridge
12. Describe the land use in the vicinity of this project: Timber & open land on both sides of
stream
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 describ:, permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
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
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.
BRIDGE # 890287 UNION COUNTY
1. Wetland Impacts
t
i
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) o
stance
D
Nearest Stream
(linear feet)
Type of Wetland***
N/A N/A N/A N/A N/A N/A

I _ L ... . C .:. .t fn• ma ch i7,-!I clearing- grading. till.
* List each impact separately and identify temporary impacts. impacts mciuue. uui at: not -° - --
excavation, flooding, ditch ingidrainage, etc. For dams. separately list impacts due to both structure and flooding.
** 100-Year tloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn:/h%w%0ema.eo%.
*** List a wetland t}pe 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: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Width Perennial or
Stream Impact
Site Number
(indicate on ma) Type of Impact* Length of
Impact
(linear feet) Stream Name** Average
Before ea act (please Intermittent? )
1 Temp. Dewatering 75Ft x 12Ft Lick Branch Creek 12-Ft. Perennial
2 Pier Footings 63Ftx3Ft. Lick Branch Creek 12-Ft. Perennial
3 Pier Footings 63Ftx3Ft Lick Branch Creek 12-Ft. Perennial

4 Rip-Rap for Bank 50-Ft. Lick Branch Creek 12-Ft. Perennial
l
i
5 Rip Rap for Bank 50-ft. Lick Branch Creek 12-Ft. a
Perenn
6 Rip Rap for Bank 30-ft. Lick Branch Creek 12-Ft. Perennial
7 Rip Rap for Bank 30-ft. Lick Branch Creek 12-Ft. Perennial
:.oA . . i-,tc ?n?I accnciated rin-ran_
k List each impact separately and identity temporary impacts. impacts mciuuc. uuL a=c „V_ ----
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.usas.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., w'ww.lopozone.com,
www.maoguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 75-Ft. X 6-Ft. for
(•'nnrratP gnrPar1 Footings - Total linear Distance within Channel - 24-Ft. at four locations
BRIDGE # 890287 UNION COUNTY
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.)
N/A N/A N/A N/A N/A

List each impact separately and identify temporary impacts. impacts include, out are not limned to. lid. excavation. uicu!plE.
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 ? 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Shall establish best management practices in the installation of silt fencing along the slopes from
all corners of the asphalt wearing surface as well as down stream and up from the site of
construction These shall be removed at the completion of the project. Dewatering shall be
required to provide for the forming & setting of concrete footings measuring 24-ft. x 3-ft.
BRIDGE # 890287 UNION COUNTY
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values. preferable in the same watershed.
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/stnn.7ide.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
BRIDGE = 890287 UNION 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 http r/h20 enr state nc.us!w!p;"index.htin. If
use of the NCWRP is proposed, please check the appropriate boa or page three and provide
the following information:
Amount of stream mitigation.requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. 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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the foilowing 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.
BRIDGE # 890287 UNION COUNTY
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone i extends out 30 feet perpendicular from near bank of channel: Lone 2 extenas 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.
XI. 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.
Increase impervious area by a section 300' x 24' for construction of new roadway alignment.
Erosion Control Best Management Practices shall be implemented.
XI I. 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
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
BRIDGE r 890287 UNION COUNTY
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/Agent's Sign ture Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

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uses 5 km E of Marshville, North Carolina, United States 01 Jul 199
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