20150262 Ver 1_Application_20150310

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Pat McCrory, Governor Office of Archives and History
Susan W. Kluttz, Secretary Division of Historical Resources
Kevin Cherry, Deputy Secretary David Brook, Director
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

March 14, 2014

MEMORANDUM

TO: Shelby Reap
Office of Human Environment
NCDOT Division of Highways

FROM: Ramona M. Bartos

SUBJECT: Historic Structures Survey Report for the Replacement of Bridge 61 on SR 1352 over Little
Horse Creek, PA 13-09-0006, Ashe County, ER 14-0444

Thank you for your March 10, 2014, transmission of the Historic Structures Survey Report for the above-
referenced undertaking. We concur that the Clark-Miller Mill (AH0105) is eligible for listing in the National
Register of Historic Places under Criterion A for Industry and Criterion C for Architecture. The boundary for
the historic property as described and shown in the report appears appropriate.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or renee.gledhill-
[e-mail]. In all future communication concerning this project, please cite the above referenced
tracking number.

cc: Mary Pope Furr, NCDOT

Attachment G: Low/Minimal Impact Bridge Project Qata Sheet
1 TIP NO
2 WBS Element No. Z7BP.11.R.�.1.7
3 County Ashe
4 Bridge Number 61
Replace Brg.#
Description 61 over �ittle
5 Horse Creek
6 Basin New
7 Classification C; Trout +
8 Stream SIN 1p-2-21-8
9 Type Inland
10 Size 20' - 30'
11 Type BRIDGE
12 Existing Structure Size (W x L) 26' x 46'
13 Suff. Rating 31,38
14 Proposed Structure Type BRIDGE
15 Size 27' x S5'
16 USACE (LF) 25
17 5tream NCDWQ Impacts (LF) 25
18 USACE Impacts (AC) N/A
19 Wetlands Non 404 Impacts (AC) N/A
20 CAMA Impacts (SF) N/A
21 NC DWQ Buffers Impacts (SF) �/q
22 Buffer Appiicaton Required (Y/Nj No
23 State Stnrmwater Permit Required (Y/N) No
24 Habitat No
25 T&E Species Present IVone
26 Bio Conclusion No Effect
27 Moratorium Type growr�
28 Dates Uct.15-Apr.15
29 Native/Hatchery Native
�� Trout Waters Trout Species Present Brown
31 Trout Conditions (Y/N) Y
32 WRC Reviewer MJ Chambers
33 CAMA AECs N/A
34 Essential Fish Habitat No
35 Nav. Opening N/A
36 USCG Permit No
_ _ _ _ _ _.
_ _ _.
37 Historic Properties ; ,'��S;
38 Archaeological Resources No
39 Tribai Lands No
40 4(f) Resa►urces No
41 6(f) [LWCF] Resaurces No
42 Wild and Scenic River No
43 F'ederal L.ands No
44 TVA Area No
45 FEMA Buyout No
46 FEMA Fload Study Yes
47 USTs Haz Mats N/A
48 Relocatees N/A
49 �AT 36.50��9
50 Locatian ��N� -81.52105
51 Project Comments
Completed by: Eleni Riggs, PE ��te: 3/3/2015
Lead Engineer
��
� Date:
vision Environmental ficer

���r
t�
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1'.� �� ' ,:. .
Project Tracking No. (Internal Use�
13-09-0006
HISTORIC ARCHICTECTURE AND LANDSCAPES
**SURVEY REQUIRED FORM**
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRn.TF.CT iNFnRMATION
Project No: County: Ashe
WBS No.: 17BP.11.R.81 Document PCE
Type:
Fed. Aid No: Funding: � State ❑ Federal
Federal � Yes ❑ No Permit NWP 3 or 14
Permit(s : Type(s):
Prolect Description:
Replace Bridge No 61 on SR 1352 (Long Branch Rd) over Little Horse Creek.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, �nd conclusions:
On September 24, 2013 a search of NC HPOWEB GIS Service map and the Ashe County Tax
GIS database reveal there is an identified survey site, (AS 105) the Clark-Mill Mill, located in
the APE of this road project. An architectural historian will have to conduct a site visit to
determine if further evaluation of the property is warranted.
SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- **SURVEY REQUIRED**
Shelby Reap
NCDOT Architectural Historian
Anticipnted Fieldwork Completion Dnte: Feb 12, 2014
September 24, 2013
Date
Historic Arcl�rtectw�e and /,andscapes SURVLY REQUlRCD form forMinor Transporlalion Projecis a.r Qualified in Ihe 2007 Programmalic Agreeuient.
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PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
1"=30’
SCALE
SHEET 3 OF 4
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
NAD
83
(NSRS
2007
)
NAD
83
(NSRS
2007
)
-L-RR SPIKE IN 24" WALNUT
N 1013047. E 1258968
BM #1 ELEVATION = 2688.49’
DIV11C - BRIDGE 040061 - ASHE COUNTY
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8
/
1
7
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9
9
3
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17BP.R.11.117
DB11C-040061
10+00 11+00 12+00 13+00 14+00 15+00
2,660
2,670
2,680
2,690
2,700 2,700
2,690
2,680
2,670
PI Sta 10+43.82
D
L = 64.42’
T = 32.25’
R = 500.00’
PI Sta 12+70.23
D
L = 44.12’
T = 22.20’
R = 160.00’
V = 25MPH V = 15MPH
-L-
TL
-2
GRAU

350
SE= .02 SE=.03
K = 27
V = 25MPH
PI = 12+52.00
EL = 2,678.33’
(-)
5.
7232
%
(-)2.0000%
VC = 100’
PI = 13+75.00
EL = 2,675.87’
(+)2.3288%
EL = 2684.74’
-L- STA. 11+40.00
BEGIN GRADE
-L- STA. 12+91.67
BEGIN BRIDGE
-L- STA. 13+49.00
END BRIDGE
.038
BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 25
= 100 YRS
STR #040061 Sta. 13+20 -L-
= 2673.5
= 2676.8
= 100+
= 3600
= 5000
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
= 2675.72
= 5775
NORMAL WATER SURFACE ELEV = 2664.1 FT
ELEV. 2677.00
STA. 12+67.88 (LT)
’V’ DITCH
END SPECIAL CUT
(-) 5.2000%
ELEV. 2681.82
STA. 11+75.00 (LT)
’V’ DITCH
BEGIN SPECIAL CUT
2675.72’
WSE100
2664.1’
NWS
SURVEYED
(7/28/14)
25’ MILLING
L
CREEK RD
C EAST LITTLE HORSE
EL = 2676.04’
EOP EAST LITTLE HORSE CREEK RD
-L- STA. 13+82.30
END GRADE
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18" RCP-III
15" CSP
TB 2GI-B
REMOVE
EST 34 SY GF
EST 23 TONS
DETAIL B
SEE SHEET 2A
BANK STABILIZATIONDETAIL C
SEE SHEET 2A
’V’ DITCH
SPECIAL CUT
INV=2672.1
EST 15 SY GF
EST 11 TONS
DETAIL B
SEE SHEET 2A
BANK STABILIZATION
INV=2666.8
EST 15 SY GF
EST 10 TONS
DETAIL B
SEE SHEET 2A
BANK STABILIZATION
DETAIL A
SEE SHEET 2A
TOE PROTECTION
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JOHN WAYNE BALDWIN
MYRTLE GILLEY
TED GILLEY AND WIFE,
VENIA LOUETTIE GILLEY
RAY GILLEY AND WIFE,
JUNE POE
JOE POE AND WIFE,
2SFRD
BM#1
TO JONT
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SR 135
2 E LITT
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PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
1"=30’
SCALE
SHEET 4 OF 4
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
NAD
83
(NSRS
2007
)
NAD
83
(NSRS
2007
)
-L-RR SPIKE IN 24" WALNUT
N 1013047. E 1258968
BM #1 ELEVATION = 2688.49’
DIV11C - BRIDGE 040061 - ASHE COUNTY
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8
/
1
7
/
9
9
3
/
2
/
2
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1
5
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17BP.R.11.117
DB11C-040061
10+00 11+00 12+00 13+00 14+00 15+00
2,660
2,670
2,680
2,690
2,700 2,700
2,690
2,680
2,670
PI Sta 10+43.82
D
L = 64.42’
T = 32.25’
R = 500.00’
PI Sta 12+70.23
D
L = 44.12’
T = 22.20’
R = 160.00’
V = 25MPH V = 15MPH
-L-
TL
-2
GRAU

350
SE= .02 SE=.03
K = 27
V = 25MPH
PI = 12+52.00
EL = 2,678.33’
(-)
5.
7232
%
(-)2.0000%
VC = 100’
PI = 13+75.00
EL = 2,675.87’
(+)2.3288%
EL = 2684.74’
-L- STA. 11+40.00
BEGIN GRADE
-L- STA. 12+91.67
BEGIN BRIDGE
-L- STA. 13+49.00
END BRIDGE
.038
BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 25
= 100 YRS
STR #040061 Sta. 13+20 -L-
= 2673.5
= 2676.8
= 100+
= 3600
= 5000
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
= 2675.72
= 5775
NORMAL WATER SURFACE ELEV = 2664.1 FT
ELEV. 2677.00
STA. 12+67.88 (LT)
’V’ DITCH
END SPECIAL CUT
(-) 5.2000%
ELEV. 2681.82
STA. 11+75.00 (LT)
’V’ DITCH
BEGIN SPECIAL CUT
2675.72’
WSE100
2664.1’
NWS
SURVEYED
(7/28/14)
25’ MILLING
L
CREEK RD
C EAST LITTLE HORSE
EL = 2676.04’
EOP EAST LITTLE HORSE CREEK RD
-L- STA. 13+82.30
END GRADE
C
F
C
F
C
C
C
HI
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BOUNDA
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18" RCP-III
15" CSP
TB 2GI-B
REMOVE
EST 34 SY GF
EST 23 TONS
DETAIL B
SEE SHEET 2A
BANK STABILIZATIONDETAIL C
SEE SHEET 2A
’V’ DITCH
SPECIAL CUT
INV=2672.1
EST 15 SY GF
EST 11 TONS
DETAIL B
SEE SHEET 2A
BANK STABILIZATION
INV=2666.8
EST 15 SY GF
EST 10 TONS
DETAIL B
SEE SHEET 2A
BANK STABILIZATION
DETAIL A
SEE SHEET 2A
TOE PROTECTION
1
Wainwright, David
From:Williams, Pamela R
Sent:Tuesday, April 01, 2014 11:28 AM
To:Garrett, Paul
Cc:Guynn, Jami C; Watson, Malcolm C; Slaughter, Johnathan H; Mabry, Virginia G
Subject:FW: SHPO meeting Ashe 040061 request for Alaska Rail
Attachments:040061 Prelim Design.pdf
Paul,
The State Historic Preservation Officer, Renee, has requested to use Alaska Rail at Bridge No. 040061. The Reasonable
Design Speed is 25 mph at the project site, the bridge basically tees into an intersection, this is not a bike route, low ADT
of 310, and the proposed bridge is 27’ out to out with 10’ travel lanes. The historic property as shown on the attached
pdf sketch extends the entire length of the project on the west side. Standard guardrail will be use.

Please request a variance from the vertical face rail to use the Alaska Rail at this location.

Thanks
Pam
Pamela R. WilliamsPamela R. WilliamsPamela R. WilliamsPamela R. Williams
Project EngineerProject EngineerProject EngineerProject Engineer
TPMU-Priority Projects Unit
Phone: [phone]
Fax: [phone]

From: Williams, Pamela R
Sent: Tuesday, April 01, 2014 11:18 AM
To: 'Williams, Andrew E SAW'
Cc: Mabry, Virginia G; Watson, Malcolm C
Subject: RE: SHPO meeting Ashe 040061.

Andy,
The meeting started earlier than anticipated, we tried to call you. There was a no effects call for the bridge replacement
and HPO requested that Alaska rail be provided, the historic property extends past the bridge. If you haven't had it used
in your area, I have attached a detail and picture of it used a bridge in Watauga County. Bridge 040061 is at an
intersection, not a bike route, with a design speed of 25 mph.

Sorry we missed you, if you have any questions please call me.
Pam

2

Pam
Pamela R. Williams
Project Engineer
3
TPMU-Priority Projects Unit
Phone: [phone]
Fax: [phone]

-----Original Message-----
From: Williams, Andrew E SAW [mailto:[e-mail]]
Sent: Tuesday, April 01, 2014 8:32 AM
To: Williams, Pamela R
Subject: RE: SHPO call in meeting (UNCLASSIFIED)

Classification: UNCLASSIFIED
Caveats: NONE

Pam,

Thanks. My telephone number is listed below. I will be in the office all day long.

Andrew Williams
Regulatory Project Manager
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
919-554-4884 extension 26

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at http://regulatory.usacesurvey.com/.

-----Original Message-----
From: Williams, Pamela R [mailto:[e-mail]]
Sent: Tuesday, April 01, 2014 8:09 AM
To: Williams, Andrew E SAW
Cc: Watson, Malcolm C; Mcfadden, Timothy T; Mabry, Virginia G
Subject: [EXTERNAL] SHPO call in meeting

Andy,

SHPO's meeting is scheduled to begin at 9:30 but there are 4 projects ahead of Ashe County Bridge No.040061 so I
anticipated calling you around 10:15 to 10:30. I will be sending you a sketch that we will discuss at the meeting shortly.

Thanks

Pam

4

Pamela R. Williams

Project Engineer

TPMU-Priority Projects Unit

1020 Birch Ridge Drive
Raleigh, NC 27610
Phone: [phone]
Fax: [phone]

________________________________

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

Classification: UNCLASSIFIED
Caveats: NONE