20140033 Ver 1_Application_20140109

North Carolina Wildlife Resources Commission

MEMORANDUM

TO: Melba McGee, Environmental Coordinator
Office of Legislative and Intergovernmental Affairs
North Carolina Department of Environment and Natural Resources

FROM: Dave McHenry, Habitat Conservation Biologist

DATE: April 23, 2008

SUBJECT: Comments on NC 209 Improvements from SR 1801 to near SR 1523, NCDOT, TIP
Project R-4047, Haywood County.
OLIA No. 08-0300

Biologists with the North Carolina Wildlife Resources Commission (Commission) reviewed the
Environmental Assessment (EA) for North Carolina Department of Transportation’s proposed
improvements to a portion of NC 209 in Haywood County. We are familiar with the project area and its
habitat values. Our comments are provided under provisions of the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661 et seq.) and the North Carolina Environmental Policy Act (G.S.
113A-1 et seq., as amended; 1 NCAC-25).

The Commission has no major concerns with direct effects of the project on fish and wildlife resources
provided effective erosion controls are used during construction. The project area is in the Richland
Creek watershed which drains to the Pigeon River where there are ongoing efforts to restore native fishes
that were extirpated, or presumed extirpated, by historic water quality degradation. Therefore, it is
important that this project not contribute to water quality declines in the watershed, most notably as a
result of sedimentation.

Regarding secondary and cumulative impacts of the project, the EA concludes, in part, that these should
be minor because the project area is small and already well-developed. However, if the project improves
access to the region along NC 209 north of the project area, it may induce growth. It appears that this part
of NC 209 is or already has been assessed under TIP project R-2117, so secondary and cumulative
impacts there already have been or will be evaluated and mitigated as necessary.

Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
EA 08 -0300 Page 2 April 23, 2008

The Commission appreciates the opportunity to provide comments regarding effects of the project on fish
and wildlife resources. If you need to discuss these comments please call me at [phone] extension
24.

cc:
Marla Chambers - North Carolina Wildlife Resources Commission

1
Hemphill, Jeffrey L
From:Chambers, Marla J
Sent:Wednesday, May 08, 2013 1:20 PM
To:Dagnino, Carla S
Cc:Hemphill, Jeffrey L
Subject:RE: R-4047, Haywood County
Attachments:NCDOT_NC 209 improvements EA_Haywood_TIP R 4047_ OLIA 08 0300.doc
We do not have trout concerns for this project.  Please see the most recent comments (on EA) that Dave McHenry 
submitted, attached. 

Let me know if you have additional questions, 
Marla 

Marla J. Chambers 
Western NCDOT Permit Coordinator 
North Carolina Wildlife Resources Commission 
12275 Swift Road 
Oakboro, NC 28129 
Office & Fax:  704‐485‐8291 
Work cell:  704‐984‐1070 
[e-mail] 
ncwildlife.org 

Get NC Wildlife Update ‐‐ news including season dates, bag limits, legislative updates and more ‐‐ delivered to your 
Inbox from the N.C. Wildlife Resources Commission. 
_______________________________________________________________________________ 
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

From: Dagnino, Carla S
Sent: Friday, May 03, 2013 1:53 PM
To: Chambers, Marla J
Cc: Hemphill, Jeffrey L
Subject: RE: R-4047, Haywood County

Marla, 
This project is located on NC209 from US 19‐23‐74 to SR 1523 (Broad St). 
I have attached a couple of maps. 
Please let me know if you need anything else. 
Thanks. 
Carla 

From: Chambers, Marla J
Sent: Friday, May 03, 2013 10:59 AM
To: Dagnino, Carla S
Cc: Hemphill, Jeffrey L
Subject: RE: R-4047, Haywood County

2
Could you send me a location map or tell me what portion of NC 209 is involved? 

Thanks! 

Marla J. Chambers 
Western NCDOT Permit Coordinator 
North Carolina Wildlife Resources Commission 
12275 Swift Road 
Oakboro, NC 28129 
Office & Fax:  704‐485‐8291 
Work cell:  704‐984‐1070 
[e-mail] 
ncwildlife.org 

Get NC Wildlife Update ‐‐ news including season dates, bag limits, legislative updates and more ‐‐ delivered to your 
Inbox from the N.C. Wildlife Resources Commission. 
_______________________________________________________________________________ 
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

From: Dagnino, Carla S
Sent: Tuesday, April 30, 2013 11:04 AM
To: Chambers, Marla J
Cc: Hemphill, Jeffrey L
Subject: FW: R-4047, Haywood County

Hi Marla, 
Have you had a chance to take a look at this one? 
Thanks. 
Carla 

From: Dagnino, Carla S
Sent: Monday, March 11, 2013 10:33 AM
To: [e-mail]
Cc: Hemphill, Jeffrey L
Subject: R-4047, Haywood County 

Hi Marla 
We have an old letter from NCWRC for this project (dated May 25, 2000), Richland Creek and its tributaries. No mention 
was made for a trout moratorium on this project. Will you please confirm this, so that we can update our files?  
Thanks. 
Carla 

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
STORMWATER MANAGEMENT PLAN

Project: 34599.1.1
TIP No.: R-4047
County: Haywood
Date: 05/24/13

Hydraulics Project Manager: Stephen Morgan, P.E.

ROADWAY DESCRIPTION
The project R-4047 consists of improvements to NC 209 from west of SR 1801 (Liner Cove Rd.) to North
of SR 1523 (Old Clyde Rd.). Improvements include road widening, realignment of railroad, new railroad
bridge, ramp and loop realignment at US 19/23/74 intersection and retaining walls. The total project
length is 0.77 miles.

ENVIRONMENTAL DESCRIPTION
The surrounding area is a mix of retail, commercial, and residential development. The project is located
within the French Broad River Basin. Un-named Tributary to Richland Creek is classified as Class C
waters. Richland Creek from Lake Junaluska dam to Pigeon River is included on the 303(d) list for
impaired biological integrity. There are no ORW or HQW waters present.

BEST MANAGEMENT PRACTICES
The primary goal of Best Management Practices (BMP’s) is an effort to reduce sedimentation and erosion
and to prevent degradation of the state’s surface waters by the location, construction, and operation of
the highway system. BMP measures used on the project are non-structural and are listed as follows:

• As much as possible, stormwater is being directed away from surface waters. Proposed ditches
have been lined with rip rap to reduce erosion concerns.
• Where the roadway has been relocated, the abandoned right of way will be maintained by DOT
and hard surfaces will be removed.
• In areas where pavement has been removed from existing roadway elements, the areas will be
returned to natural vegetation.

HYDRAULIC STRUCTURES

There is one new culvert (1@ 12’x 6’ RCBC with alternating sills) proposed on –Y4- for stream UT3 to
Richland Creek.
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83/ 95
2
3
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
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N
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I
N
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N
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I
N
E
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R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
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J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
6
R
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4
0
4
7
SITE 3TSS
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END FENCE
C
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REVISIONS
H
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A
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D
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06/14/13
SITE 4
HAYWOOD COUNTRY
PROJECT: 34599.1.1 (R-4047)
(OLD CLYDE RD.)
TO NORTH SR 1523
(LINER COVE RD.)
NC 209 WEST SR 1801 SURFACE W ATER
DENO TES IM PACTS INSS
NAD 83/ 95
NON JS
07/16/13
M ICHAEL E. DAGGY
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IMPACT ENLARGEMENT
SHEET OF
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NCDOT
S
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GRAPHIC SCALE
06/14/13
SITE 4
HAYWOOD COUNTRY
PROJECT: 34599.1.1 (R-4047)
(OLD CLYDE RD.)
TO NORTH SR 1523
(LINER COVE RD.)
NC 209 WEST SR 1801 SURFACE W ATER
DENO TES IM PACTS INSS
NAD 83/ 95
NON JS
07/16/13
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Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 31+15 -L- (rt)CLEARING 0.01
2 21+50 -RPB- (LT)BASE DITCH 0.02 45
TEMP CONST.
3 11+41.87 -Y4-12' x 6' RCBC 0.02 0.01 112 46
4 48+12 -L- (RT)48" RCP <0.01 14
5 42+16 To 43+64 -L- (LT)Channel Relocation 0.03 182
TOTALS:0.01 0.05 0.03 308 91
ATN Revised 3/31/05 SHEET ########
HAYWOOD COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WBS - 34599.1.1 (R-4047)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
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GPS Calibration Report Project : R4047SiteCalibration090601TIP Number R-4047User name rmcdonald Date & Time 2:34:58 PM 6/1/2009Coordinate System US State Plane Zone North Carolina 1983(at ground) 3200Horizontal Datum NAD 1983 (Conus)Vertical Datum NAVD88 Geoid Model GEOID99 (Conus)Coordinate Units US survey feetDistance Units US survey feetHeight Units US survey feet -----------------------------------------------------------------LOCAL SITE INFORMATIONLocalized around R2210A-5Latitude 35?31’16.10937"NLongitude 82?57’26.75433"WSite Scale Factor 1.0002359560Height 2531.689sft ----------------------------------------------------------------- The North Carolina Department of Transportation uses a Localized Coordinate System which is very similar to North Carolina Zone 3200 from which it is derived. Please take care in utilizing these coordinates to eliminate confusion of the two systems. This file is to aid in the use of Real Time Kinematic (RTK) GPS during construction layout. -----------------------------------------------------------------Datum Transformation ParametersDatum Transformation computation not requested -----------------------------------------------------------------Updated Default Projection (Transverse Mercator) DefinitionUpdated default projection not requested -----------------------------------------------------------------Horizontal Adjustment Parameters Northing coordinate of rotation center 670724.317sft Easting coordinate of rotation center 820102.140sft Rotation about the center point 0?00’00" Translation north -0.003sft Translation east -0.015sft Scale factor 1.00000009 -----------------------------------------------------------------Vertical Adjustment Parameters Northing coordinate of origin point 667317.210sft Easting coordinate of origin point 820034.542sft Vertical separation at origin -0.447sft Slope north -0.953ppm Slope east -2.137ppm -----------------------------------------------------------------Geoid Model DefinitionGEOID99 (Conus) -----------------------------------------------------------------Residual Differences Between GPS (WGS84) And Local Coordinates Summary Maximum error Root Mean Square error Point Horizontal 0.027sft 0.004 WHITETAIL WGS84 Vertical 0.593sft 0.093 WHITETAIL WGS84 Three-dimensional 0.594sft 0.093 WHITETAIL WGS84 Point Residuals WGS84 Coordinates Calculated point Local Coordinates FOR DISPLAY ONLY Point GPS100 WGS84 Northing 667317.210sft Point GPS100 Local Latitude 35?31’07.63539"N Easting 820034.542sft Northing 667317.213sft Longitude 82?57’59.29449"W Elevation 2632.996sft Easting 820034.539sft Height 2538.548sft Horz error 0.004sft Elevation 2632.784sft Vert error 0.212sft Utilized Horz and Vert 3D error 0.212sft Survey Quality Point GPS101 WGS84 Northing 667652.817sft Point GPS101 Local Latitude 35?31’11.23753"N Easting 820758.989sft Northing 667652.820sft Longitude 82?57’50.70106"W Elevation 2649.829sft Easting 820758.987sft Height 2555.359sft Horz error 0.004sft Elevation 2649.595sft Vert error 0.234sft Utilized Horz and Vert 3D error 0.234sft Survey Quality Point

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AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TO BEPLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATERPROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH OR TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOTHAN 5" IN DEPTH
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8/17/9909-AUG-2013 13:57R:\Roadway\Proj\r4047_rdy_wall detail_2n.dgn$$$$USERNAME$$$$
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EL = 2,640.19’
-Y2L- Sta. 18+00.00 (38.5’ LT.)
EL = 2,636.09’
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EL = 2,638.21’
-Y2L- Sta. 19+00.00 (38.5’ LT.)
EL = 2,634.90’
-Y2L- Sta. 20+00.00 (38.5’ LT.)
EL = 2,633.63’
-Y2L- Sta. 20+50.00 (38.5’ LT.)
-Y2L- Sta. 21+10.00 (38.5’ LT.)W
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-WALL 1- Sta. 19+97.19
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EL = 2,631.89’
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48.32’
164.16’258.50’
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MON.R/W
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156.18’
131.49’
68.40’
23.00’
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MATCH LINESEE SHEET NO. 4-L- STA. 24+00.00
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NOTES:(2) SEE SHEET 16 FOR -Y4- PROFILE (3) SEE SHEET 17 FOR -Y5- PROFILE (4) SEE SHEET 17 FOR -Y6- PROFILE (5) SEE SHEET 17 FOR -Y8- PROFILE (6) SEE SHEET 17 FOR -DR1- PROFILE (7) SEE SHEET 17 FOR -DR2- PROFILE (8) SEE SHEET 19 FOR -RR- PROFILE
STA. 12+00.00-Y4-
(1) SEE SHEETS 11 & 12 FOR -L- PROFILE (9) SEE SHEET 2-M FOR DRAINAGE DETAILS
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(11) SEE SHEETS C-1 TO C- FOR CULVERT DETAILS(10) SEE SHEET 2-P FOR TRAFFIC DIAGRAM
R/W REV. - ADDED PARCEL 10A, 10B, &30A - ADDED PUE TO PARCELS 10A, 10B, 14, 22, 29, 30, & 30A - 6/15/11 MWL
R/W REV. - PROPERTY LINE UPDATES TO PARCEL 23 - 5/09/12 MWLR/W REV. - ADDED EXISTING R/W FOR LAKEVIEW DRIVE / ADDED PROPERTY LINE TO PARCEL 10 - ADDED PARCEL 10C - 7/13/12 MWL
REVISIONS
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
16-SEP-2013 14:59
r:\roadway\proj\r4047_rdy_psh6.dgn
$$$$USERNAME$$$$8/17/99
6R-4047
R/W REV. - PARCEL 14 - CHANGED DEED BOOK AND PAGE - PARCEL 17 - CHANGED NAME - PARCEL 19 - CHANGED DEED BOOK AND PAGE - PARCEL 21 - CHANGED DEED BOOK AND PAGE
-PARCEL 22 - CHANGED NAME - PARCEL 27 - ADDED DRIVE - PARCEL 28 - CHANGED NAME - PARCEL 30A - ADDED DRIVE - PARCEL 34 - CHANGED PROPERTY LINES - PARCEL 34A - ADDED PARCEL 12/7/11 MWL
R/W REV. - PARCEL 10 - INCREASE RIGHT-OF-WAY TAKING TO INCLUDE ENTIRE PARCEL 1/30/13 MWLR/W REV. - PARCEL 12 - NAME CHANGE 3/08/13 MWL
(12) 5" MONO. CONC. ISLANDS WILL USE 2’ RADII UNLESS OTHERWISE SHOWN ON PLANS (13) MONO. CONC. ISLANDS TO BE KEYED-IN
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-
Z
R/W REV. - PARCEL 23-Z - ADDITIONAL R/W FOR RR DRAINAGE - 9/16/13 MWL
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50+00PI Sta 45+27.56 D L = 548.98’T = 285.80’R = 800.00’
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REVISIONS

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS -RR- STA. 21+36.00 MATCH LINE-Y6- STA. 13+00.00 SEE SHEET NO. 6
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R/W REV. - ADDED EXISTING R/W FOR LAKEVIEW DRIVE / ADDED PARCEL 10C - 6/06/12 MWLR/W REV. - PROPOSED R/W ADDED ON NEW PARCEL 26A - 8/08/13 MWL
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