20220668 Ver 1_Mecklenburg Rd Signed Architecture Effects Form_20220516

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: County: Guilford
WBS No.: 17BP.7.R.137 Document
Type:
MCC
Fed. Aid No: Funding: State Federal
Federal
Permit(s):
Yes No Permit
Type(s):
n/a
Project Description:
Replace Bridge No. 402 on SR 1376 (Mecklenburg Rd) over Reddicks Creek.

SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusion
On September 16, 2021, a report evaluating the eligibility of Sedgefield Country Club and Golf
Course (GF1240) was transmitted to the North Carolina Historic Preservation Office (HPO). In a
letter dated October 29, 2021, HPO concurred with our recommendation that the property is
eligible for National Register listing. A meeting between NCDOT and NC HPO was conducted
on January 27, 2022. The findings are as follows.

ASSESSMENT OF EFFECTS

Property Name: Sedgefield Country Club
and Golf Course
Status: DE
Survey Site No.: GF1240 PIN:
Effects
No Effect No Adverse Effect Adverse Effect

Explanation of Effects Determination: The replacement of Guilford County Bridge No. 402
will not add elements to the historic district, nor will they diminish the characteristics for which
the district is eligible. The crossing will be a box culvert with minimal guardrail the length of the
structure. Underground utilities will need to be moved.
List of Environmental Commitments:
Division has made commitment to the golf superintendent for colored guardrail and natural
stone riprap for stream bank stabilization.

19-01-0023
Project Tracking No. (Internal Use)

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

SUPPORT DOCUMENTATION

Map(s) Previous Survey Info. Photos Correspondence Design Plans

FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE

Historic Architecture and Landscapes – ASSESSMENT OF EFFECTS

NCDOT Architectural Historian Date

State Historic Preservation Office Representative Date

Federal Agency Representative Date

02/22/2022
02/22/2022
02/22/2022
CONCC A R T PA TH 9' B ST
CART PATH 9' BST
36" WD
36" WD
CART PATH 9' BST42" RCPTO JAMESTOWN
TO GREENSBORO
10" PVC
45.00'45.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
BM1
36" WD
N 78°27'38" E
20.26'N 78°27'38" E
100.00'N 78°35'21" E
100.00'S 25°07'53" E313.16'S 18°36'07" EREDDICKS CRREDDICKS CR
192.54'vvSEDGEFIELD SANITARY DISTRICT15' SEWER EASEMENT PERSEDGEFIELD SANITARY DISTRICT15' SEWER EASEMENT PERWD8" VCP
10" VCP10" VCP
12" VCPGPS-1
BL-3
MH
MH
EIP
HW
CONC
CB
CB
GPS-2
MARKER
BOUNDARY
GOLF
MARKER
BOUNDARY
GOLF
WOODS
SEDGEFIELD SANITARY DISTRICT
15' SEWER EASEMENT PER
SEDGEFIELD COUNTRY
CLUB ACQUISITION LLC
DB 7211 PG 515
PB 11 PG 30
SEDGEFIELD INC.
DB 435 PG 270
PB 11 PG 31
DB 7616 PG 2761
PB 11 PG 31
MICHAEL C. GULLEDGE
COURSE
GOLF
PUE PER
DB 6653 PG 213
COURSE
GOLF
EIP
TO
R/W
1.44'
EIP
COURSE
GOLF
A/G GAS
ENCASED
MH
MH
SEDGEFIELD COUNTRY
CLUB ACQUISITION LLC
DB 7211 PG 515
PB 11 PG 30
COURSE
GOLF
MH
HW
CONC
SEDGEFIELD SANITARY DISTRICT15' SEWER EASEMENT PER
MECKLENBURG RD
SR 1376 17' BST
NTS
OUTLET DETAIL
2:1
1 @ 12' x 8' RCBC
EST 14 CY
EXCAVATION
THICKNESS = 2'
W/ GEOTEXTILE (TYP)
CLASS II RIP RAP
2:12:12:1
1 @ 12' x 8' RCBC
INLET DETAIL
NTS
EST 12 CY
EXCAVATION
NG
NG
1.0' SILL
1.0' SILL
1@12'X8' RCBC
EST. 60 SY GEOTEXTILE
EST. 20 TONS
CLASS I RIP RAP
EST. 60 SY GEOTEXTILE
EST. 18 TONS
CLASS II RIP RAP
THICKNESS = 2'
W/ GEOTEXTILE (TYP)
CLASS I RIP RAP
PI Sta 11+27.89
D
L = 201.41'
T = 102.89'
R = 400.00'
PI Sta 13+89.38
D
L = 125.47'
T = 63.06'
R = 500.00'
-L-
-L- POT Sta. 10+00.00
-L- PC Sta. 10+25.00
-L- PT Sta. 12+26.41
-L- PC Sta. 13+26.32
-L- POT Sta. 14+75.00
-L- PT Sta. 14+51.78
-L- Sta. 12+91.07
BEGIN CULVERT
-L- Sta. 13+04.93
END CULVERT
NAD 83/ NA 2011
-L- POC Sta. 12+00.00
BEGIN PROJECT 17BP.7.R.137
-L- POC Sta. 14+00.00
END PROJECT 17BP.7.R.137
0201020213'
13'
GREU TL-2
GREU TL-2
-L-
TAPER
25'
GREU TL-2EXIST18'TAPER25'18'EXIST02000105000102020304GREU TL-2
EX. R/W
+00
EX. R/W
+00
EX. R/W
+00
50'
+50
50'
+25
50'
+50
50'
+25
1
EX. R/W
PL
1
2
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
JOR56882R:\Roadway\Proj\400402_rdy_psh.dgn12:56:16 PM2/16/2022PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.137 - GUILFORD 402
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
LICENSE NO. C-3705
VHB ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
PI = 13+00.00
EL = 776.95'
VC = 200'
BEGIN GRADE
STA. 12+00.00
EL = 776.46'
END GRADE
STA. 14+00.00
EL = 779.41'
1 @ 12' x 8' RCBC
10 11 12 13 14
750
760
770
780
790 K = 102
BEGIN PROJECT END PROJECT
750
760
770
780
790
-L-
(+)0.4900%
(+)2.4600%
03/12/2019
DATE OF SURVEY
NWSEL = 769.3'
ABUTMENTS
EXISTING
CULVERT HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
YR
= 637
= 25
= 777.6
= 100
= 777.6
= 880
= 625
= +/-25
= 776.5
= 3/12/2019
= 769.3
(SEE DETAIL)
INLET & OUTLET
1.0' SILL
SEDGEFIELD HISTORIC BOUNDARY
4
FF
F
F
F F
F
F