20020995 Ver 1_Complete File_20020620

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.: Z OIV County: Col ' ,;
Applicant: A/C'&7 J-)1-1/ f® L6cs?1` n G-.
Project Name: An"'.,
Date of Issuance of 401 Water Quality Certi cation:
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, sg ' a - '041 e - , hereby state that, to the best of my abilities, due care
and dil,gg was,.used-in;the ob ,ervatton of the construction such that the construction was observed to
f 4y
be buit`within substantial compliance and intent of the 441 Water Quality Certification and Buffer
Rules,4the a ov o?ff tc 'ons; and other supportm material
Signatfire:Lc%• , Date: P>-,? rye t--
093 1 v
Agent ,,icaltjon -
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:
If this project was designed by a Certified Professional
I, , 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
NCI)E
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/
\Iq Ar? Michael F. Easley, Governor
`OHO 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
o ?c
July 1, 2002
Union County
DWQ Project No. 020995
SR 1662 (Army 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 75
linear feet of impacts to Crisco Branch and three of its unnamed tributaries in order to improve SR 1662
(Army Road) in Union County. The project should be constructed in accordance with your application
dated June 4, 2002 (received June 20, 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 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 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 buffer areas or retention basins and not routed directly to streams
where practicable.
2. 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. The presence of equipment in the channel must be minimized.
3. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
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
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
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/
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
Kli ek, E.
Pc: Wilmington District Corps of Engineers
Steve Lund, USACE Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy
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02099
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYNDO TIPPETT
GOVERNOR June 4, 2002 SECRETARY
U. S. Army Corps of Engineers - ° O
Asheville Regulatory Field Office
Attention: Mr. Steve Lund, MS, PWS l. E
151 Patton Avenue, Room 208 O Z d
Asheville, NC 28801-5006 1
Subject: Secondary Road Improvements to 65 ' ' R"oa ,-'Union County. State
Work Order No. 6.692342 (DWQ Minor Permit Fee $200.00).
bear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) proposes to upgrade SR 1662 from
r NC 218 to SR 1649 (Sugar and Wine Road), in Union County. SR 1662 is an unpaved roadway
f `' that will be upgraded to a paved roadway. The total project length is 2.40 miles.
Transportation and highway laws of North Carolina (G. S. 136-44.6, 136-44.7, 136-44.7A, 136-
44.8 and 136-44.9) require the NCDOT to develop annual work programs for construction and
maintenance of secondary roads. These general statutes specifically set forth requirements for
annual construction and paving of existing unpaved roads. Paving of these roads is performed in
priority order as established by the NCDOT for each unpaved road within a given county. This
number is based on characteristics of each road, including number of homes, schools, churches,
businesses, industries, recreational facilities, traffic counts, presence of school bus routes, and
value as a thoroughfare. SR 1662 is scheduled for paving in the 2002-2003 Secondary Roads
Construction Program.
Protected Species
The subject project has been reviewed for the presence of listed threatened and endangered
species. It has been determined that the construction of this project will have no effect on any
listed plant or animal species.
Impacts to Waters of the United States
This project cannot be completed without impacts to waters of the United States. The project lies
in the Yadkin River Basin (Hydrologic Unit # 03040105), affecting the drainage of unnamed
tributaries to Rocky River. Stream impacts will be incurred due to existing pipe replacements and
one bridge replacement. There will be approximately 75 linear feet of permanent impacts to the
existing stream channels as a result of the proposed construction.
716 West Main Street, Albemarle, NC 28001 9 [phone] • Fax [phone]
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Wetland Impacts
There are no wetland impacts that will result from the construction of this project. Potential
impacts would be avoided by the proposed new location.
Stream !=acts
There are a total of three impacts to intermittent streams. Table 1 includes information related to
site number, stream name, existing pipe length (ft), existing pipe width (in), proposed replacement
or extended pipe length (ft) and width (in).
j
Tahie 1 Tmnacts to Streams from 'improvements to SR 1662 (Army Road)''
Site
No.
Stream Name Existing `
Length
_feet Existing J
Width
inches Proposed
Length
feet Proposed
Width
inches
Sta. 14+45 UT of Crisco Creek 40' 30" 48' 30"
Sta. 100+43 UT of Crisco Creek 36' 42" 48' 48"
Sta. 129+42 UT of Crisco Creek (2)36, 2 30" 2 48' (2)3011
Note: "Ur' refers to unnamed tributary.
Dewaterina
The NCDOT proposes to temporarily dewater the stream(s), 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
upstream of the proposed pipe 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 70 linear feet of stream channel will need to be dewatered for each site requiring
such. This would result in 140 square feet of dewatered streambed at station number 14+45, 180
square feet at station number 100+43 and 240 square feet at station number 129+42. 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 per structure.
The NCDOT believes that each of these sites can be authorized under a Section 404 Nationwide
Permit 14 and 33.
Avoidance/Minimization
All wetlands or surface waters not affected by the project will be protected from unnecessary
encroachment. No staging of construction equipment or storage of construction supplies will be
allowed in or near wetlands or surface waters.
2

The side slopes have been steepened to the extent possible and the proposed roadway adjusted to
lessen the impacts to jurisdictional sites. Sedimentation and erosion control Best Management
Practices for the protection of wetlands and surface waters will be enforced during project
construction. Continued coordination will occur between maintenance forces and the Division
Environmental Officer during construction in an effort to minimize impacts to jurisdictional sites.
Compensatory Mitigation
At this time, the NCDOT does not anticipate the need for compensatory mitigation based upon
the limited impacts associated with the construction of this project.
Summary
The purpose of this letter is to request authorization to construct the proposed project under
Section 404 Nationwide Permit (NWP) 14. Additionally, the NCDOT requests authorization
under Section 404 Nationwide Permit 33 for temporary impacts that will result from dewatering
activities associated with this project. Application is also made to the North Carolina Division of
Water Quality (NCDWQ) for Section 401 Water Quality Certificate (WQC) No. GC3375 that is
required for this project. The 401 WQC No. GC3366 (which corresponds to NWP 33) does not
require written concurrence from the NCDWQ as the NCDOT intends to comply with the
conditions for the WQC.
If you have any questions or need any additional information concerning this project, please fee
free to contact Mr. Larry Thompson, Division Environmental Officer, at [phone].
Sincerely,
Benton G. Payne, E.
Division Engineer
BGP/LBT
cc: Mr. John Dorney, NCDWQ
Ms. Marella Buncick, USFWS
Mr. David Cox, NCWRC
Mr. Marc Morgan, County Maintenance Engineer
Mr. Larry Thompson, Div. 10 DEO
Area Field Operations Unit
Office Use Only: 020995 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.
L Processing
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 & 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: ?
H. Applicant Information
Owner/Applicant Information
Name: N C Department of Transportation
Mailing Address: 716 West Main Street
Albemarle NC 28001
Telephone 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: 716 W. Main Street
Albemarle NC 28001
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bpayne e dot state nc us
Fax Number: [phone]
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a. detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1662 (Army Road)
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Union County Nearest Town: Marshville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Marshville. travel north on
NC 205, turn left onto NC 218, right onto Army Road.
5. Site coordinates, if available (UTM or Lat/Long): See Attached
(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:
Rural/Agricultural
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Crisco Creek/Rocky River
9. River Basin: Yadkin (Hydrologic Unit 03040105)
(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/.)
Page 2 of 9
f
10. Describe the purpose of the proposed work:' Grading, drainage, base, paving and erosion
control to bringg existing gravel road in compliance with standard safety design specifications.
Work will require replacing one bridge Bridge # 357 over Crisco Branch) and three culverts
(see plan sheets) The NCDOT expects to be able to replace Bridge 357 by working outside
of the jurisdictional areas of the crossing
11. List the type of equipment to be used to construct the project: Heave construction equipment
(backhoe track hoe excavator, grader, boom truck dump trucks, etc.).
12. Describe the land use in the vicinity of this project: Mixed Agncultural/Residential
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.
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
Page 3 of 9
i
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
(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 floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty://www.fema.gov.
•*' List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
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
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?
lease specify
)
Sta. # 14+45 (1) 30" x 48' RCP ext 25' ITT to Crisco Branch 2' Intermittent
Sta. # 69+57 Bridge Replacement 0 Crisco Branch +/- 20' Perennial
Sta. # 100+43 (1) 48" x 48' RCP 25' UT to Crisco Branch 3' Intermittent
Sta. # 129+42 (2) 30" x 48' CMP 25' UT to Crisco Branch 4' Intermittent

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 intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: 75 feet permanent impacts,
240 feet of temporary impacts due to dewatering activities (if required).
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 ? 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 Department proposes to replace Bridge No 357 with another bridge The spread footers for
this bridge have been moved out of any jurisdictional areas. All wetlands or surface waters not
affected by the project will be protected from unnecessary encroachment. No staging of
construction equipment will be allowed in or near wetlands or waters of the United States.
Strict enforcement of sedimentation and erosion Best Management Practices for the protection of
wetlands and surface waters will be enforced during all phases of project construction.
Page 5 of 9
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/ncwettands/strm,izide.htmi.
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
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
Page 6 of 9
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://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (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 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 7 of 9
*
Zone Impact
(square feet
Multiplier Required
Mitigation
1 3
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.
N/A
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.
The existing gravel base road is an average 20 feet in width, the proposed improvements will be
20 feet in width There will not be an increase in impervious area as a result of this project being
constructed.
Temporary dewatering and all appropriate Best Management Practices for sediment and erosion
control will be implemented during pipe replacement/extension activities.
XH. 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
X H. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Page 8 of 9
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).
_ lam,
Applicant/Agent's Si
(Agent's signature is
C67
7-/7
Date
only if an authorization letter from the applicant is provided.)
Page 9 of 9

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North Carolina Department of Transportation
Division 10 Bridge Maintenance Unit, Albemarle, NC
Bridge # 69-357, SR 1662 (Army Rd.), Union County, Over Crisco Creek
Replace existing Single Span Bridge with a Single Span Steel Bridge
Submited by: Garland Haywood,PE,
Division Bridge Maintenance Engineer
Submited on 5/29/2002
Typical Plan and Elevation for Bridge Replacement Permits
40-ft.
Overall Length of Structure ASSTHO Standard
Tri-Tublar Rail within End Sho
Standard Standard
Cast in Place Cast in Place
End End Wall
Standard Cast in place
--Abutment Cap
Driven 14" H-Piles
Encased Concrete Spread Footings (Typ.)
5'-0" Depth of Encased Piles
4'-3" Depth of Driven Piles
Typical Elevation
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The image you are viewing is 400 pixels wide by 200 pixels high. Each pixel represents 4 by 4 meters of earth.
image was extracted from a digitized USGS topographic map known as a Digital Raster Graphic (DRG) providec
USGS. To find out more information about this image, visit the USGS's Digital Backyard
The map was produced in 1991 by the USGS National Mapping Division. The image you are viewing can be
downloaded at no charge to your PC. DRG's may be purchased from selected USGS dealers. Alternatively, DRG
be obtained directly from the USGS.
The original map projection is UTM Zone 17 NAD 27, scale 1:24000 and covers 2.4384 meters per image pixel.
USGS Digital Raster Graphic image below is projected in UTM Zone 17 NAD 83 datum.
New Salem, North Carolina, United States
80W 22'36" 80W 22'04" 80W 21'32"
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USGS. To find out more information about this image, visit the USGS's Digital Backyard
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downloaded at no charge to your PC. DRG's may be purchased from selected USGS dealers. Alternatively, DRG
be obtained directly from the USGS.
The original map projection is UTM Zone 17 NAD 27, scale 1:24000 and covers 2.4384 meters per image pixel.
USGS Digital Raster Graphic image below is projected in UTM Zone 17 NAD 83 datum.
43 km E of Charlotte, Nor th Carolina, United States
SOW 23'06" SOW 22' 35 SOW 22'03"
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The map was produced in 1991 by the USGS National Mapping Division. The Image you are viewing can be
downloaded at no charge to your PC. DRG's may be purchased from selected USGS dealers. Alternatively, DRG
be obtained directly from the USGS.
The original map projection is UTM Zone 17 NAD 27, scale 1:24000 and covers 2.4384 meters per image pixel.
USGS Digital Raster Graphic image below is projected in UTM Zone 17 NAD 83 datum.
44 km E of Charlotte, Nor th Carolina, United States
SOW 22'35" OW 22103" SOW 21'31"
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