20010514 Ver 1_Complete File_20010328

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. Box 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
December 30, 1999
U. S. Army Corps of Engineers
Regulatory Field Office .
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
ATTN: MK.' Steve Lund
NCDOT Coordinator
Dear Sir:
Subject: Stanly County. Widen NC 24-27 from Canton Road to NC 740. Federal Aid
Project No. STP-24(2), State Project No. 8.T680301, TIP Project No. R-2530A.
On June 21, 1999, the North Carolina Department of Transportation (NCDOT) submitted a
request for verification of Nationwide Permit (NWP) 23 for the widening of NC 24/27 from
Canton Road to NC 740. The NWP 23 verification (I.D. #199931256) was received on October
4, 1999. As described in the original submittal, the proposed project consists of widening the
existing facility to a five-lane curb and gutter highway, however, the original stream and wetland
impacts were calculated as 897 linear feet of stream and 0.272 acres of jurisdictional wetland
impacts. The design for the project has not changed; however, an additional 19 linear feet of
stream impacts were calculated at Site 7, for a total stream impact of 916 linear feet. This
request for a modification, therefore, addresses changes in the length of total stream impacts and
the proposed mitigation. A summary of all stream and wetland impacts is included in Table 1.
Table 1. TIP R-2530A Stream and Wetland Impacts.
Site
No. Stream Name Stream Type Wetland Fill
(ac) Mechanized
Clearing (ac)' Stream Channel
Lost (ft.)
1 N/A N/A 0.049 <0.025 0
2 N/A N/A <0.025 <0.025 0
3 N/A N/A 0.099 0.025 0
4 N/A N/A 0.025 <0.025 0
5 Poplin Branch Perennial 0.025 0 66
6 UT 1 to Poplin Branch Intermittent 0 0 141
7 UT 2 to Poplin Branch Perennial 0 0 259
8 UT 2 to Poplin Branch Perennial 0.049 0 450
Total Impacts, 1 0.247 0.025 916
Impact in wetland due to mechanized clearing beyond construction limits.
In the June 21, 1999 application letter, NCDOT had originally proposed 224 ft of stream channel
relocation for on site mitigation credit. A stream analysis by Richard Scarce & Associates and
the NCDOT hydraulics section indicates, however, that Sites 6 and 7 are not good candidate sites `
for natural stream relocation. We therefore propose crediting all stream mitigation requirements
from the Shepards Tree Mitigation Site. The study results are as follows:
L-Station 55+60 (Site 6): Based on the absence of observed biological function for the
intermittent stream located at Site 6, NCDOT does not propose mitigation for the
resulting 43 m (141 ft) of construction impacts. Additionally, approximately 15 m (53 ft)
of stream relocation are being proposed. Due to the angle of the incoming stream to the
proposed roadway fill slope, two near 90 degree bends are needed to change the stream
channel to the proposed pipe extension. With a 10 year storm discharge of 160 cfs and a
resulting 10 year storm velocity of 11 fps, rip rap is required, as a minimum, at least in
the bends. Rip rap is also required in the channel at the outlet of the 40005 pipe. This
leaves only about a 2 m (6.5 ft) portion of stream that could be designed with natural
channel techniques. Such a small amount does not warrant consideration for natural
channel restoration.
L-Station,57 + 40 rt (Site 7): Currently, approximately 52 m (171 ft) of stream relocation
is proposed. Only 28 m (91 ft) of stream does not require rip rap. Proposed excavation
of possible flood prone area has been shown on provided attachment. The additional
excavation will result in the clearing of about 0.2 acres of existing hardwoods and woody
vegetation. The clearing could create an adverse impact by increasing potential erosion.
Based on these facts, NCDOT proposes crediting all stream mitigation requirements from the
Shepherds Tree Mitigation Site in Iredell County. Proposed mitigation ratios again include 1:1
stream mitigation ratios for impacts occurring at Site 8, and 2:1 stream mitigation ratios for
impacts occurring at Site 7. Total proposed stream mitigation requirements are 968 feet [Site 7
(2 x 259 ft) + Site 8 (1 x 450 ft)].
If you have any questions or need any additional information, please contact Mr. Eric Black at
[phone].
Sincerely,
William Gilmore, P. E., Branch Manager
U Project Development and Environmental Analysis
W/ attachment
Mr. David Franklin, COE, Wilmington
Mr. John Dorney, Division of Water Quality
Mr. Timothy V. Roundtree, P.E., Structure Design
W/o attachment
Mr. John Alford, P. E., Roadway Design
Mr. Calvin Leggett, P. E., Program Development
Ms. Debbie Barbour, P. E., Highway Design
Mr. A. L. Hankins, P. E., Hydraulics
Mr. Benton G. Payne, P. E., Division 10 Engineer
Ms. Beverly Robinson, Project Development & Environmental Analysis
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r C. DEPARTMENT OF TRANSPORTATION
- --TRANSMITTAL -SLIP DATE
-
06/15/2000
TO: John Hennessy
NCDWQ-Wetland
1621 Mail Service Center
Raleigh, NC 27699-1621
FROM: Eric Black
Natural Systems Unit
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY. SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS;
C)1 Os)'
PROJECT COMMITMENTS

NC 24-27 Widening 0W
From 984 ft east of SR 1963 (Martin Street) to NC 740
Stanly County JUL 2 42000
'
State Project No. 8.T680301 .
Federal Aid Project No. STP-24(2) WETLANDS 6OJ" -?
TIP Project No. R-2530A p !?lATE_i?'llf,ll l`r ?r?
In addition to the standard Nationwide Permit #23 Conditions, the General Nationwide Permit Conditions,
Section 404 Only Conditions, Regional Conditions, State Consistency Conditions, General Certification
Conditions, and Section 401 Conditions of Certification, the following special commitments have been agreed to
by NCDOT:
Commitments Developed through Project Development and Design
The status of these commitments is shown in Italics.
Division 10 Engineer/Structures Unit/Roadside Environmental
All practical and standard procedures and measures, including Best Management Practices will be implemented to
avoid or minimize environmental impacts to the human environment.
Division 10 Engineer/Hydraulics Unit
Because this project will involve crossing a regulated floodway, NCDOT,will coordinate with the Federal
Emergency Management Agency and local authorities to ensure compliance with applicable floodplain
ordinances. A floodway modification has been prepared for Poplin Creek at US 52. Coordination with the
Federal Emergency Management Agency Authorities has occurred. The Hydraulic Design Unit received
approval from the Federal Emergency Management Agency on March 23, 1999.
Commitments Developed through Permitting
Division 10 Engineer/Hydraulics Unit
In order to allow for the continued passage of aquatic organisms, the bottom of the authorized pipes and box
culverts will be buried 1 foot below the existing bed of the stream channel.
PD&EA Unit
The permittee shall mitigate for unavoidable impacts to perennial stream channel associated with this project by
utilizing 968 linear feet of successfully restored stream channel at the Shepherds Tree Mitigation site in
accordance with the permittee's "Shepherds Tree Mitigation Plan, Iredell County, North Carolina, State Project
No. 6.76900 IT, TIP No. R-2239" dated February 1, 1999. In order to be considered successful, the stream
restoration success of this mitigation plan must be met. Monitoring of restored streams will be implemented and
the property will be preserved in perpetuity according to this plan. The permittee will provide a survey
identifying the location of the 968 feet of channel that will satisfy this mitigation requirement.
Division 10 Engineer/Structures Unit
Wet concrete will be isolated from any contact with flowing streams.
Contacts
Eric Black, NCDOT PD&EA, [phone]
Steve Lund, USACOE, Asheville, NC [phone]
Cynthia Van der Wiele, NCDWQ, Raleigh [phone]
Preconstruction Page I of I
June 16, 2000

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
August 17, 1999
Stanly County
DWQ Project # 990693
APPROVAL of 401 Water Quality Certification
Mr. William Gilmore, P.E., Manager
Project Development and Environmental Analysis
North Carolina Department of Transportation
PO Box 25201
Raleigh NC 27611-2501
Re: Widening of NC 24/27 from Canton Road to NC 740 in Stanly County, Federal Aid Project
No. STP-24(2), State Project No. 8.T680301; TIP No. R-2530A.
Dear Mr. Gilmore:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 0.247 acres of wetlands and 897 linear feet of streams for the purpose of constructing the above
referenced project. Further the authorization permits impacts to 0.025 acres of jurisdictional wetlands
resultant from mechanized clearing activities. The widening of NC 24/27 from Canton Road to NC 740 in
Stanly County should be constructed as described in your application dated June 21, 1999. After reviewing
your application, it is our determination that your proposed activities are covered by General Water Quality
Certification Number 3197. Certification 3197 corresponds to Nationwide Permit Number 23 issued by the
Corps of Engineers. Prior to initiating any work in jurisdictional areas you should obtain the necessary
permit(s) from the Corps of Engineers as well as any other, federal, state or local permits, including (but not
necessarily limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 permit expires, unless otherwise
specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. Since the proposed fill is in excess of 150 linear feet of
stream length, compensatory mitigation is 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.
Additional Conditions:
1) The plan for construction of the Sheppard's Tree Mitigation Site needs to be completed and approved by
the NCDWQ within one year of issuance of the 401 Water Quality Certification,
2) All stream relocations will be constructed in accordance with the NCWRC stream restoration guidelines
as specified in the 404 permit issued by the Corps of Engineers.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
? i
The permit application proposes 897 linear feet of impacts to streams. 149 linear feet of
relocated stream will be considered as acceptable onsite mitigation. The relocated streams shall
be constructed according to the information presented in your application and should adhere to
NC-RC standards for stream restoration. Based on the aforementioned information, 748 linear
feet of stream mitigation is required for the proposed project. We understand that you will
credit the Sheppard's Tree Mitigation Site for the 748 linear feet of required mitigation. For
accounting purposes, this Certification authorizes the fill of 897 linear feet of streams in the
Rocky River Basin in Cataloging Unit 03040105.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447.
This certification and its conditions are final and binding unless you ask for a hearing.
If you have any questions, please contact John Dorney at 919-733-9646.
C:\ncdot\TIP R-2530\wqc\990693wgc.doc
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STATE- orNORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES Q. I IUN'r JR. P.O. BOX 25201, RA1.1:1011, N.C. 27611.5201 G. NORRIS TOLSON
GOVERNOR RCREURY
PROJECT DEVELOPMENT & ENVIRONMENTAL ANAL YSIS ORANCH
FAX COVER SHE,LT
Dale:
.Ntt?nber You Are Calling:
Please deliver U?e following pages to:
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Department amUor Firm: Dk) o St
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PROJECT DEVELOPMENT A L;NV11i0NMENTAL ANALYSIS BRANCH FAX NUMBER -
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WETUNDS Gfi0
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STATE O NO1<11'1 CAItOLINA
DEPARTMENT OF TRANSPORTATION
JAM iS B. I-IUN'P JR. 11.0, BOX 25201, RALK1011. N.C. 27611-5201 C. NORRIS TOLSON
30YERNOR SECRETARY
PROJE'CT DEVELOPMENT A ENVIRONUE,NTAL ANALYSIS BRANCH
FAX COVER SHEET
Daft d D
Num ?er You Are Callbig: x919 7/3 ?- ?o?8
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Numb r of pages (Including Cover Sheet) 4-/
IF YO I DO NOT RECEIVE ALL PAGES CLEARLY, CALL [phone] AS SOON AS
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES t. HUNT JR. P.O. BOX 25201, RALp1GI-I,, N.C. 27611.5201 DAVID MCCOY
GOV 1NOR SECRETARY
May 31, 2000
U. S. An iy Corps of Engineers
Regulato y Field Office
151 Pattc a Avenue, Room 143
Ashevillf, NC 28801-5006
ATTN: Mr. Steve Lund
NCDOT Coordinator
Dear Sir:
Subject: Stanly County. Widen NC 24-27 from Canton Road to NC 740. Federal Aid
Project No. STP-24(2), State Project No. 8.T680301, TIP Project No. R-2530A.
On June : 1, 1999, the North Carolina Department of Transportation (NCDOT) submitted a
request A - verification of Nationwide Permit (NWP) 23 for the widening of NC 24/27 from
Canton R ad to NC 740. The NWP 23 verification (I.1), #199931256) was received on October
4, 1999. ks described in the original submittal, the proposed project consists of widening the
existing f cility to a five-lane curb and gutter highway, however, the original stream and wetland
impacts v = calculated as 897 linear feet of stream and 0.272 acres of jurisdictional wetland
impacts. -he design for the project has not changed; however, an additional 19 linear feet of
stream im )acts were calculated at Site 7, for a total stream impact of 916 linear feet. This
request fo a modification, therefore, addresses changes in the length of total streams impaw luid
the props sd mitigation. A summary of all streams and wetland impacts is included in 'fable L
Table 1. T' P R-2530A Stream and Wetland Im pacts .
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2 N/A NIA <0.025 <0,025 0
3 N/A N/A 0,099 0.025 0
4 N/A N/A 0.025 <0.025 0
5 to-o Bragclt Perennial 0.025 0 66
6 UT t o Poplin Branch Intermittent 0 0 141
7 UT 2 0 Poplin Branch Perennial 0 0 259
S UT 2 0 Poplin Branch Perennial 0-049 0 450
Total mpacts 0.247 0.025 916
Impact in w Iland due to mechanized clearing hev Ond ennQtmntinn li mit&
Z0d TZZ :ON 131 NOd I AN3 GNU SN I NNU1d : Q I 9t7:80 Q3M 00 . -T2-AUW
In the A ie 21, 1999 application letter, NCDOT had originally proposed 224 ft of stream channel
relocatic i for on site mitigation credit. A stream analysis by Richard Scarce & Associates and
the NCL OT hydraulics section indicates, however, that Sites 6 and 7 are not good candidate sites
for natui d stream relocation. We therefore propose crediting all stream mitigation requirements
from the Shepards Tree Mitigation Site. The study results are as follows:
1 --Station 55+60 (Site 6): Based on the absence of observed biological function for the
is termittent stream located at Site 6, NCDOT does not propose mitigation for the
r suiting 43 m (141 ft) of construction impacts. Additionally, approximately 15 m (53 A),
c 'stream relocation are being proposed. Due to the angle of the incoming stream to the
p oposed roadway fill slope, two near 90 degree bends are needed to change the stream
c onnel to the proposed pipe extension. With a 10 year storm discharge of 160 afs and a
r- suiting 10 year storm velocity of f 1 fps, rip rap is required, as a minimum, at least in
0 a bends. Rip rap is also required in the channel at the outlet of the 400CS pipe. This
It rves only about a 2 m (6.5 ft) portion of stream that could be designed with natural
c. oninel techniques. Such a small amount does not warrant consideration for natural
c. annel restoration.
L Station 57 + 40 rt (Site J: Currently, approximately 52 m (171ft) of stream r(3ocatio
is proposed. Only 28 m (91 ft) of stream does not require rip rap. Proposed excavati:)c
o: possible flood prone area has been shown on provided attachment. The additional
e, eavation will result in the clearing of about 0.2 acres of existing hardwoods and woody
v4 getation. The clearing could create an adverse impact by increasing potential erosion.
Based on these facts, NCDOT proposes crediting all stream mitigation requirements from the
shepherd ; Tree Mitigation Site in Iredell County. Proposed mitigation ratios again include 1:1
stream m tigation ratios for impacts occurring at Site 8, and 2:1 stream mitigation ratios for
impacts c :curring at Site 7. Total proposed stream mitigation requirements are 968 feet [Site 7
(2 x 259::) + Site 8 (1 x 450 #t)].
If you ha, a any questions or need any additional information, please contact Mr. Eric Black at
[phone],
Sincerely
William ( ilmore, P. E., Branch Manager
Project D, velopment and. Environmental Analysis
W/ attach lent
M', . David Franklin, COE, Wilmington
Mi John Dorney, Division of Water Quality
M1 Timothy V. Roundtree, P.E., Structure Design
W/o attar.] ment
Nh John Alford, P. E., Roadway Design
A Calvin Leggett, P. E., Program Development
M: Debbie Barbour, P. E,, Highway Design
Mr A. L. Hankins, P. E., Hydraulics
NO Benton G. Payne, P. E., Division 10 Engineer
Ms Beverly Robinson, Project Development & Environmental Analysis
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1501 MAIL SERVICE CENTER, RALEIGH, N.C. 27699-1501 LYNDO TIPPET"T
GOVERNOR SECRETARY
March 23, 2001
U. S. Army Corps of Engineers
Regulatory Field Office 1
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
ATTN: Mr. Steve Lund
NCDOT Coordinator
Dear Sir:
Subject: Stanly County. Widening NC 24-27 from Canton Road to NC 740. Federal Aid
Project No. STP-24(2), State Project No. 8.T680301, T.I.P Project No. R-2530A.
On December 30, 1999, NCDOT submitted a permit modification of a Nationwide
Permit 23 (ID # 199931256) for the widening NC 24-27 from Canton Road to NC 740 in Stanly
County,. North Carolina. As described in that permit modification, the proposed project would
result,in stream and wetland impacts including 916 linear feet of surface water and 0.272 acres of
jurisdictional wetlands. It has since been determined that two temporary causeways will be
needed for construction access to facilitate the placement of drilled shafts for Bridge 39 over
Long Creek (DEM# 13-17-31, Class C) and Bridge 46 over Little Long Creek (DEM # 13-17-31-
1, Class Q. Consequently, NCDOT will require a Nationwide Permit 33 for the proposed
activity.
STREAM IMPACTS
Temporary fill resulting from the proposed causeways for Bridges 39 and 46 will include
131 yd3 and 92 yd3, respectively, of Class II riprap. The resulting surface area impact will be
0.032 ac and 0.02 ac, respectively, for a total of 0.052 acres. Construction for each bridge will
consist of widening the existing structure. There is no incidental fill anticipated for the proposed
project.
RESTORATION PLAN
Restoration Plan: The materials used to construct the temporary causeway will be removed to an
upland location once the new bridge and approaches are complete. The stream will be restored
to its original condition and fill areas will be graded back to the original contours. Elevations
and contours near the proposed stream crossing are available from the field survey notes.
PHONE [phone] FAX [phone]
r
Restoration Schedule: The project was let to construction on December 19, 2000, with work
commencing on, January 29, 2001. It is expected that the contractor will place the temporary
access as soon as possible. The temporary access will remain in place for approximately 3
months at each bridge.
Disposal Plan: The contractor will use excavating equipment to remove the rip rap used for the
causeway. All material placed in the creek will be removed from the creek. All causeway
materials not reused on the end bent slopes shall become the property of the contractor. The
contractor will be required to submit a reclamation plan for removal and disposal of all unused
materials.
REGULATORY APPROVALS
In addition to the previously requested Nationwide Permit 23, NCDOT requests a
authorization for the additional impacts under a Nationwide Permit 33 in accordance with the
Federal Register of December 13, 1996, Part VII; Vol. 61, No. 241. Attached for your
information are a copy of the Preconstruction Notification (PCN) and Permit drawings for the
subject project. Additionally, a request is made to the Division of Water Quality by copy of this
application for the appropriate 401 Water Quality Certification.
If you have any questions or need any additional information, please contact Mr. Eric
Black at [phone].
Sincerely,
5diZ William Gilmore, P.E., Branch Manager
Project Development and Environmental Analysis
Cc: Mr. David Franklin, COE
Mr. John Dorney, NCDWQ
Mr. Timothy Rountree, P.E., Structure Design
Mr. John Alford, P.E., Roadway Design
Mr. Calvin Leggett, P.E., Program Design
Ms. Deborah Barbour, P.E., Highway Design
Mr. David Henderson, P.E., Hydraulics
Mr. Benton Payne, P. E., Division 10 Engineer
Ms. Beverly Robinson, PD&EA
a
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):NWP 33
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS.COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept. of Transportation; Planning & Environmental
2. MAILING ADDRESS: 1548 Mail Service Center
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: 27699-1548
PROJEC-T-LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
William D. Gilmore, P.E., Branch Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Stanly NEAREST TOWN OR CITY: Albemarle
1
r
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): The proposed
project will consist of widening the existing NC 24-27 from Canton Rd.
to NC 740.
6. IMPACTED OR NEAREST STREAM/RIVER: Long Creek (DEM # 13-17-31,Class C)
and Little Long Creek (DEM # 13-17-31-1,Class C).
RIVER BASIN: Yadkin-PeeDee
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [x] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[x]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [x] NO [ ] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): ID # 199931256
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [x] IF YES, DESCRIBE ANTICIPATED WORK: _
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2
1
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION:
FLOODING: OTHER:
DRAINAGE:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER: FT
WIDTH.BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM:. (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: No change in stream channel will result.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATER&TIE'D DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): The proposed project will consist of placing two Class II ripra
causeways in Long Creek and Little Long Creek for bridge construction.
Both causeways will be removed upon completion of the bridge
construction. Mechanical ecruinment will include heave-dutv excavation
equipment.
13. PURPOSE OF PROPOSED WORK: Public Transportation
3
r
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Impacts associated with the bridge causeways will be temporary. Both
causeways will be removed following completion of the bridge
construction.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [x] NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [x] NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [x] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4

18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential,
industrial, and Forest.
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2`j EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION,.AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
WNER'S/AG T'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
OATE
5
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Scale of Miles
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0 10 20 30 40 48
Scale of Kilometers

STANLY COUNTY
NORTH CAROLINA
BRIOGE LOCATION MAP
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DIVISION OF HIGHWAYS
82530 81680301
STANLY COUNTY
PROPOSED WIDENING WITH CURBS,
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VOLUME OF CLASS II RIP RAP 100 m3
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STREAM BED
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VOLUME OF CLASS II RIP RAP = 70 m3
ESTIMATE CLASS 11 RIP RAP = 135 MTONS
-?-FLOW
10501
R2530 AA & AB PROPERTY OWNERS
SITE # NAME
1 STANLY COUNTY FARM BUREAU ADDRESS
304 AQUADALE RD.
ALBEMARLE, NC 28001
2 CITY OF ALBEMARLE
ALBEMARLE CITY HALL - PO BOX 190
ALBEMARLE, NC 28002
3 CURTIS G. RAGSDALE 507 WESTLEY HEIGHTS DR.
ALBEMARLE, NC 28001
4 , RUSSELL'S AUTOMOTIVE
48198 NC 27 HWY
ALBEMARLE,NC 28001
5 PAUL E. & HENRY T. CARPENTER
6815 FALCONBRIDGE RD
CHAPEL HILL, NC 27514
JAMES W. & GEORGE CARPENTER
PO BOX 627
ALBEMARLE, NC 28002
6 JOE FRED LEDBETTER
501 NC 24/27 BYPASS.
ALBEMARLE, NC 28002
S.P. HOLBROOK & SMITH DENNIS
803 N. 9TH ST
ALBEMARLE, NC 28002
7 S.P. HOLBROOK & SMITH DENNIS
803 N. 9TH ST
ALBEMARLE, NC 28002
N.C. DEPARTI(ENT OF TFLA NSPOR i ATION
DIVISION OF HIGHWAYS
RX30 87080301
STAINLY COUivTY
PROPOSED WIDEi EEG WITH CURD k
GUTTER ON NC2.i,'27 FROM EAST OF SR 1963
TO 0.50 KAI WEST OF N C73.
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