20040129 Ver 1_Complete File_20040202

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February 4, 2004
Stanly County
DWQ Project No. 040129
Replacement of cross pipe on SR 1435 (Poplin 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 30
linear feet of permanent and 40 linear feet of temporary impacts to an unnamed tributary to Long Creek in
order to replace a cross pipe on SR 1435 (Poplin Road) in Stanly County. The project will be constructed
in accordance with your application dated January 27, 2004 (received February 2, 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 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.
Construction shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
¦ 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 water quality standards.
¦ The erosion and sediment control measures for this project must equal or exceed the proper
design, installation, operation and maintenance outlined in the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual. These 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 projects included under
this Certification.
¦ For borrow pit sites, the erosion and sediment control measures must equal or exceed the
proper design, installation, operation and maintenance outlined in the most recent version of
the North Carolina Surface Mining Manual.
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
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), hftp://h2o.enr.state.nc.us/ncwetlands/
Mr. Benton Payne, P.E.
DWQ 040129
February 4, 2004
¦ Any reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
2. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within 30 days after the
Division of Land Resources has released the project.
3. NCDOT and its contractors and/or agents shall not excavate, fill, or perform mechanized land
clearing at any time in the construction or maintenance of this project within waters and/or
wetlands, except as authorized by this Certification, or any modification to this Certification (e.g.,
no work shall occur outside of the footprint of the plans provided). In addition, there shall be no
excavation from or waste disposal into jurisdictional wetlands or waters associated with this
Certification without appropriate modification. If this occurs, compensatory mitigation may be
required since it is a direct impact from road construction activities.
4. This Certification does not authorize the discharge of waste rock and dirt into the stream or
riparian zone except for permitted areas associated with culvertconditions.
5. Existing vegetated buffers shall not be mowed in order to utilize it for stormwater sheet flow.
6. The structures required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions (including the pattern and profile) are to be maintained
above and below locations of each pipe. The structure shall be designed and installed to allow for
fish and other wildlife movement as well as prevent headcutting of the streams.
7. Riparian vegetation must be reestablished within the construction limits of the project by the end
of the growing season following completion of construction.
8. 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. Please include photographs upstream and
downstream of each structure to document correct installation.
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.
Mr. Benton Payne, P.E.
DW Q 040129
February 4, 2004
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,
?G
a
G,. Alan W. Klimek, P.E.
Attachment
Pc: Wilmington District Corps of Engineers
Steve Lund, USACE Asheville Field Office
NCDWQ Mooresville Regional Office
Central Files
File Copy
01.1
STATE OF NORTH CAROLINA FILE COPY
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYNDO TIPPETT
GOVERNOR SECRETARY
January 27, 2004
WETLANDS 1401 GROUP
U. S. Army Corps of Engineers
Asheville Regulatory Office s? FEB 0 ?, .?_004
Attn: Mr. Steve Lund, MS, PWS f.
151 Patton Avenue, Room 208 WATER QUALITY SECTION
Asheville, NC 28801-5006
Subject: Stanly County, Request for Authorization to Replace Existing Cross Pipe Located
at SR 1435 (Poplin Road). WBS Element No. IOB. 200411 (DWQ Minor
Permit Fee $200.00)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) proposes to replace an
existing cross pipe located on SR 1435 (Poplin Road) in Stanly County. The purpose of this
letter is to request authorization from the U. S. Army Corps of Engineers to construct the project
under Section 404 Nationwide 14 and 33 permit authorizations.
The existing 60" x 60' corrugated metal has been compromised due to rust and will be
replaced with a 60" x 80' corrugated metal pipe. The additional length is based upon the need to
establish more stable road shoulder slopes in the area of the stream crossing. Traffic will be
maintained during the construction of this project utilizing an off-site detour.
The project area is scheduled to be reviewed for the presence of listed threatened and
endangered species and will be described in a Minimum Criteria Checklist prior to beginning any
construction. There are wetlands nearby but none are present in the vicinity of the project area.
Impacts to surface waters will be unavoidable. There will be 30 linear feet of permanent stream
channel loss and 40 feet of temporary impacts incurred. This is an unnamed tributary to Long
Creek which is located in the Yadkin River Basin, Hydrologic Unit 03040105. A permit drawing
and pre-construction notification form are attached to this letter.
The NCDOT anticipates that the permit application will be authorized under a Section
a?s• 404 Nationwide V4and 33. We are also hereby requesting 401 Water Quality Certifications,
GC3404 and GC3366, from the Division of Water Quality. We are providing seven copies of
this application to the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, for their review.
716 West Main Street, Albemarle, NC 28001 9 [phone] 9 Fax [phone]
i
5 I$:
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.
Division Engineer
LBT/BGP
Enclosures
cc: Mr. John Dorney, NCDWQ
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Garland Haywood, BME
Ms. Ranette Davis, CME
Mr. Larry Thompson, DEO
Area Field Operations Unit
SR 1435 (Poplin Rd.) Stanly County
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 040129
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
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 Hiphway 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: [phone]
E-mail Address: bpayne@dot state nc us
Page 1 of 10
SR 1435 (Poplin Rd.) Stanly 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: SR 1435 (Poplin Road)
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Stanly Count Nearest Town: Albemarle
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Albemarle, travel north on
hwy. 52 approximately 1.69 miles from intersection of hwy. 24/27 turn left onto SR 1474
(Salisbury Ave travel approximately 4.4 miles turn left onto SR 1435 (Kendalls Church
Rd travel approximately 1.25 miles and turn left onto gravel road SR 1435 (Poplin Rd.).
Culvert is located proximately 0 1 mile ahead
5. Site coordinates, if available (UTM or Lat/Long): 35°24'32.89"N / 80°15'31.36"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Rural/Ag-ricultural
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Long Creek
Page 2 of 10
SR 1435 (Poplin Rd.) Stanly County
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/.)
10. Describe the purpose of the proposed work: Replacing existing 60" CMP that has been
compromised due to rust with a new 60"x 80' CMP.
11. List the type of equipment to be used to construct the project: Heayy construction equipment
(Trackhoe dump truck boom truck etc.)
12. Describe the land use in the vicinity of this project: Forested on both sides of road. Pastures
beyond wooded buffer on inlet 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
Page 3 of 10
SR 1435 (Poplin Rd.) Stanly County
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.
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 Wetlands"
N/A N/A N/A N/A N/A N/A

• List each impact separately and identity temporary impacts. impacts mciuae, out are not iimueu co: mrc:namzeu cicdnng, grdumg,
excavation, flooding, ditching/drainage, 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 floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fem&pov.
'*• 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
Page 4 of 10
SR 1435 (Poplin Rd.) Stanly County
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
(indicate on
map)

Type of Impact'
Length of
Impact
(linear feet)

Stream Name" Average
Width of
Stream
Before
Impact
Perennial or
Intermittent?
(please specify)
I I @ 60" x 80' CMP 20' UT to Long Creek Approx. 3' Intermittent
2 Inlet Stabilization 5' UT to Long Creek Approx. 3' Intermittent
3 Outlet Stabilization 5' UT to Long Creek Approx. 3' Intermittent

* List each impact separately ano ioenury temporary IIIlpalaJ. u11Nat,43 'I' - ., vua w...,.......... . -.. - ------
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. USES maps are available through the USGS at 1-800-358-9616, or online at
www.usas.aov. Several intemLt sites also allow direct download and printing of USGS maps (e.g., wlvw.tonozone.com,
),v%vw.maV wst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30 feet permanent, 40
feet temporary
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
(if Name of applicable) Waterbody 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 identity temporary impacts. impacts IIilauuc, uul arc IJUL ? ILI I LV. -&-c,
flooding, drainage, bulkheads, etc.
Page 5 of 10
SR 1435 (Poplin Rd.) Stanly County
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
drawdown valve or spillway, etc.): N/A
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: 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.
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 control Best
Manangement Practices for the protection of wetlands and surface waters will be enforced during
all phases of project construction.
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.
Page 6 of 10
SR 1435 (Poplin Rd.) Stanly County
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.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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
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.u5byM mdex.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 7 of 10
SR 1435 (Poplin Rd.) Stanly County
VIII. 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 ?
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:
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 I extends out 3U feet perpendicular trom near trams or cnannet; cone L extenus an
additional 20 feet from the edge of Zone 1.
Page 8 of 10
SR 1435 (Poplin Rd.) Stanly County
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 213.0242 or.0260.
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 not be a net increase in storm water
runoff as a result of this project being constructed
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.
XII. 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
Page 9 of 10
SR 1435 (Poplin Rd.) Stanly County
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/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

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• Hornwort
• Insect
• Lichen
0 Liverwort
• Mammal
0 Mollusk
• Moss
• Natural Community
• Reptile
• Special Habitat
• Vascular Plant
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Prepared by:
North Carolina
Deparirrrent of Transportation
Environmental Unit, Division 10
Date: January 28,2001
This map is intended for internal DOT use only.
For all other uses, no warranties of any sort,
including accuracy, atoess, or merchantablilty
accompany ws product.

nsportation
North of Tra
Department Carolina Typical Plan and Elevation of Pipe Installation Permits
Asphalt Crown
Crown of Roadway
to Creek Bed
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Amount of Fill
Class I or
II Rip Rap
Roadway 1
18 feet
Typical Plan View
With Class I or II Rip Rap
on Inlet and Outlet end
80 feet
Rap

Typical End Elevation
Elevation 1 Line of Corragated Metal Pipe
With Class I,or II Rip Rap Slope Protection on Inlet and Outlet end