20211248 Ver 1_18-09-0015_EffectsSigned_20210816

Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 1 of 2

HISTORIC ARCHITECTURE AND LANDSCAPES
ASSESSMENT OF EFFECTS 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.

PROJECT INFORMATION
Project No: B-6017 County: Madison
WBS No.: 48212.1.1 Document
Type:

Fed. Aid No: BRZ-1151(013) Funding: State Federal
Federal
Permit(s):
Yes No Permit
Type(s):
USACE
Project Description:
Replace Bridge No. 222 on SR 1151 (Big Pine Rd) over Back Branch.

SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and
indexes was unde1taken on October 10, 2018. There are no NR, DE, SL, LL or SS properties in
the study area. One house in the APE was evaluated for National Register eligibility and
recommend ELIGIBLE; the Ruth Jane and Rueben Burton Caldwell Farm. In a letter dated
January 28, 2019, HPO concurred with that recommendation. On April 5, 2021, an Effects
Meeting was held resulting in a No Adverse Effect with Environmental Commitments.

ASSESSMENT OF EFFECTS
Property Name: Ruth Jane and Rueben
Burton Caldwell Farm.
Status: DE
Survey Site No.: MD0302 PIN:
Effects
No Effect No Adverse Effect Adverse Effect

Explanation of Effects Determination:
The project will require no aquation of right-of-way. The location of the new bridge was shift
away from the historic property and Back Branch will be realigned to accommodate the new
facility.

18-09-0015
Project Tracking No. (Internal Use)
List of Environmental Commitments:
-----··----· ·----------
Temporary orange fencing will be erected along the retaining wall during construction. The
design of the bridge railing will be two-bar metal rail to resemble the railing on the existing
bridge.
FHWA Intends to use the State Historic Preservation Office's concurrence as a basis for a '�de
minimis" finding for the following properties, pursuant to Section 4(f):
SUPPORT DOCUMENTATION
0Map(s) □Previous Survey Info.□Photos □Correspondence [8]Design Plans
FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE
Historic Architecture and Landscapes -ASSESSMENT OF EFFECTS
NCDOT Architectural Historian
State Historic Preservation Office Repre tative
Date
Date
Date
April 5, 2021
L{ J.3 JO:)./
Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007Programmatic Agreement. Page 2 of2
NAD 83/ 201110 20 40200
GRAPHIC SCALE
*
5
*
6
*
5
*
6
CL
FT/FT
0.03 FT/FT
0.03
10'-0"
27'-0" OUT TO OUT
1'-3"10'-0"1'-3"
9 - 21" CORED SLAB UNITS = 27'
MIN.
"2
11
RAIL
METAL
2-BAR
RAIL
METAL
2-BAR
-L- (SR 1151 - BIG PINE RD)
BRIDGE TYPICAL SECTION
VARIES 2'-0" TO 2'-4"
VARIES 2'-1" TO 2'-4"
-L- STA 11+50.00
BEGIN PROJECT B-6012
-L- STA 16+25.00
END PROJECT B-6012
DRIVE
PROP. ASPHALT
RETAINING WALL
DO NOT DISTURB
(239 SF)
RECONSTRUCTION
TCE FOR SHOULDER
(307 SF)
EXISTING STRUCTURE
TCE FOR REMOVAL OF
EXCAVATION
EXCAVATION
15"
CLASS II RIP RAP
BANK STABILIZATION
RIP RAP
CLASS II
RIP RAP
CLASS II
2GI
052005
050002
03
0
19
0
0
0
0
2
0403020100000102030
1
0
2
0
3
04
0105
0
3
TYPE-III
03
02
020115AT-1
AT-1
TYPE-III
GREU TL-2
10
AT-1
000017051
03
0402
01 05
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
F
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
BIG PINE CREEK2SFD
CONC PORCH
OIL TANK
A/G
STEPS
CONC
48" CONC
SR1151 (BIG PINE RD.) 18' BST
S
R 1157 (
B
AC
K
B
R
ANC
H
R
D.) 15'
BS
TBACK BRANCHVAR WI
DT
H
S
OI
L15" CMP
STL CABLESBACK BRANCHBOULDER & RK
INV=2319.85'
PITFIRE
GRBOULDER & RKINV=2320.26'
END OF ROAD0.96 MI TO
SR1151 (BIG PINE RD.) 18' BST
9' GR1
BIG PINE CREEK
R/W BY MAINTENANCE
R/W BY MAINTENANCE
JEFFREY W. MASSEY
DB 236 PG 401
KYLE ALLEN CALDWELL
DB 683 PG 781
RICKY FLOYD CALDWELL
DARREN LEWIS CALDWELL
E
XISTIN
G R/WE
XISTIN
G R/WDOUGLAS A. HOLLAR
DB 656 PG 135
TIM ELDER
DB 643 PG 139
R/W BY MAINTENANCE
R/W BY MAINTENANCE
IMPACT TYPE RIGHT OF -L-LEFT OF -L-
N/A
KEY
TCE = TEMPORARY CONSTRUCTION EASEMENT
TCE
IMPACTS TO CALDWELL PROPERTY (SF)
546 SF (0.0125 AC)NAD 83/ 20115 10 20100
GRAPHIC SCALE
DRIVE
PROP. ASPHALT
RETAINING WALL
DO NOT DISTURB
(239 SF)
RECONSTRUCTION
TCE FOR SHOULDER
(307 SF)
EXISTING STRUCTURE
TCE FOR REMOVAL OF
EXCAVATION
EXCAVATION
15"
CLASS II RIP RAP
BANK STABILIZATION
RIP RAP
CLASS II
RIP RAP
CLASS II
2GI
0
19
0
0
0
0
2
020100000102030
1
0
2
0
3
0
3
TYPE-III
03
02 15AT-1
AT-1
TYPE-III
GREU TL-2
AT-1
017051
03
0402
01 05
C C
F
C
C
F
F
F
F
F
F
F
F
F
F F F
F
F
2SFD
CONC PORCH
OIL TANK
A/G
STEPS
CONC
48" CONC
SR1151 (BIG PINE RD.) 18' BST
S
R 1157 (
B
AC
K
B
R
ANC
H
R
D.) 15'
BS
TBACK BRANCHVAR WI
DTH
S
OI
L15" CMP
STL CABLESBACK BRANCHBOULDER & RK
INV=2319.85'
KYLE ALLEN CALDWELL
DB 683 PG 781
RICKY FLOYD CALDWELL
DARREN LEWIS CALDWELL
E
XISTIN
G R/W