20160770 Ver 1_RE Bridge 33 part 4_20160808

Carpenter,Kristi
From:Thomson, Nicole J
Sent:Monday, August 08, 2016 2:52 PM
To:[e-mail]; Wrenn, Brian L; [e-mail]; Wilson, Travis
W.
Cc:Carpenter,Kristi; Powers, Tim; Parker, Jerry A
Subject:RE: Bridge No. 33 on SR 2359 (Huffines Mill Road) over Huffines Mill Creek,
Rockingham Co. WBS No. 17BP.7.R.64 - part 4
Attachments:10-03-0133NoHistProperties.pdf
Follow Up Flag:Follow up
Flag Status:Completed
Last email

Nikki

Nicole J. Thomson
Division Environmental Supervisor Assistant
Division Environmental Office

919-754-7806 Mobile

[e-mail]

PO Box 14996
Greensboro, NC 27415-4996

Email correspondence to and from this address is subject to the

North Carolina Public Records Law and may be disclosed to third parties.

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
1

Project No:
WBS No. :
Fed. Aid No:
Federal
Project Trackzng No. (Inte�7ral Use)
10-03-0133
UPDATE
HISTORIC ARCHICTECTURE AND LANDSCAPES
NO HISTORIC PROPERTIES PRESENT OR AFFECTED 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
County:
17BP.7.R.64 Document
T e:
Funding:
Proiect Descrintion:
Yes LJ No I Permit
Rockingham
MCC
State I I Federal
unknown
Replace Bridge No 33 over Huffines Mill Creek on SR 2359 (Huffines Mill Rd). The APE of
this project is defined as 200 feet from each end of the bridge and 50 feet from centerline.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
� There are no National Register-listed or Study Listed properties within the project's area of
potential effects.
� There are no properties less than fifty years old which are considered to meet Criteria
Consideration G within the project's area of potential effects.
� There are no properties within the project's area of potential effects.
� There are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for listing on the National Register.
� There are no historic properties present or affected by this project. (Attach any notes or
documents as needed.)
Date of field visit: March 5, 2014
Description of review activities, results, and conclusions:
Review of HPO quad maps, historic designations roster, and indexes was undertaken on March 12, 2010.
Based on this review, there are no existing NR, LD, DE, or SS properties in the Area of Potential Effects.
Review of the Rockingham County ArcGis Tax Parcel Website revealed that one property in the APE
dates to 1994. A finding of No Survey Required was issued. In a letter dated January 9, 2014 the property
owner, Craig Head, informed NCDOT of the presence of mill remains on his property. On March 5, 2014
an NCDOT Architectural Historian and Archeologist conducted a site visit to assess the significance of
the ruins. The stack-stone foundation of a former mill is located more than 250 feet from the east end of
the bridge down a slope off of the north side of SR 2359. In addition to the stone foundation there is
evidence of the mill race and remnants of the dam. Other than the foundation there are no building
structures extant. The absence of complete structures negatively impacts the integrity of the site; therefore
Hisloric Archi�ec(w•e and Landscapes NO H/STORlC PROPERT/ES PRESF.NT OR AFFCCTED farm for Minor Transportation Projec(s as Qualifred in the 2007
Programmalic Agreemenl.
Page 1 of 5

the mill ruins are not considered eligible for National Register listing. The NCDOT archaeologist
registered the site with the Office of State Archaeology and it has been assigned a site number. The site is
outside the APE for archaeology. Worsham Mill (RK 1493) is a National Register eligible grist mill in
Rockingham County and stands as an excellent intact representative of 20th century gristmills in the
piedmont region of North Carolina. No other historic structures are located in the APE and no historic
properties will be affected by this project.
SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspondence �Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OF AFFECTED
�
NCDOT Architectural
1`�� �.�. ?� , ?� t�
Date
Histm•!c Archr(ec(ure and Landscapes NO HISTOR/C PROPF,RTIES PR1iSF,'NT OR AFFECTED forin for Minor Transportation Projects as Qualrfred in !he 2007
Pragrammalic Agreemenl.
Page 2 of 5

IZockingham Bridgc No 33 on Huffincs Mill Rd.
Hisloric Ardtrtechn•e and I.an�lscapes NO HISTORIC PROPCR7IES NRI:SHNT OR AFFF.CTED for�n for Minor Transpm�arion Projecls as Ounlified in Ihe 2007
Progrnmmalic Agreeu�ent.
Page 3 of 5

'�. .._ _ ,.�. Y . , �'',��
. : ° . � . �� �' - :� � ". �'''rJ • �
Foundation of mill ruins
Hrs(a•re Archrrectw•e nnd /.andscapes NO H/ST01UC PROPLR7/ES NRIiSIiNT OR AF!%LCTF.D foi�m ja� Minor 1'ransportarra� Projects as Q:ralified in Ihe 2007
Progrmnmalrc Agreemenl.
Page 4 of 5

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EXISTING BRIDGE #33
� SPAN BRIDGE TOTAL LENGTH = 37.9'
17.2' CL. RDWY WITH TIMBER DECK ON TIMBER
JOIST W/ STEEL I-BEAMS,CONCRETE ABUTMENT,
MASS CONCRETE PIER. TO BE REMOVED.
�
� P
O � �
M� P �
� �
� \ ^
. �
O "
V U
� a
a
� `
� R,w STA 8+53.57
� 3 � � _ (�
o �
i ip\ o ��
� SR 2316 _ t
� o �� '
o � � SR 23S9 w
co ` _ _ x
HORIZONTAL CURVE DATA
PI Sta 5+Z3.27 PI Sta 6+73.52 PI Sta 7+71.76 PI Sta 8+59.84 PI Sta 10+q9.52 PI Sta 11+20.77 PI Sta 12+92.25
0= 28° 00' 00.0"(LT) �= 38° 45' 41.5"(LT) p= 5° 00' 00.0"(LT) 0= 15° 00' 00.0"(LT) L1 = 13° 09' 25.1"(RT) 0= 15° 42' 43.7"(RT) 0= 0° 46' 11.6"(RT)
D= 20 ° 50' 05.4„ D= 23 ° 52' 23.7" D= 12 ° 19' 18.0„ D= 11 ° 07' 31.4" D= 24 ° 48' 12.1" D= 17 ° 37' 46.1" D= 0° 34' 22.6"
L= 134.39' L= 162.36' L= 40.58' L= 134.83' L= 53.05' L= 89.12' L= 134.37'
T= 84.43' T= 67.80' T= 26.64' T= 44.84' T= 67.19'
T= 68.57' T= 20.30' R= 515.00'
R= 240.00' R= 465.00' R= 231.00' R= 325.00' R= 10,000.00'
R= 275.00' SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = NORMAL CROWN
RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS
CLASS 'I' RIP RAP 81.00 / y/�'t WF� jT8
i EST. +/- 55 TONS � aol �5 � / FOR STA 10+37.RA
LATERAL 'N"DITCH
STA.8+00 TO 10+00 LT
SEE DETAIL *2
� nJ� • -
BEGIN GRADE
�
ro
� LATERAL "V"DITCH -
+ STA.10+00 TO 10+20 LT
a' SEE DETAIL "1
0
} 80B STA 10+00
�
�
a +80.00 +��
W0005
- - - �., - - r--� : : ' -
------ o I � � I
350 GUARDRAIL LENGTH =
- ' '�-� ELEV. = 114.48
DETAIL #I - .
tNo�tto4�c�l
�/i \��2t\ Slalpe
Natural-f �%
Ground d
Max. d= I Ft.
Filter
Fabrlc
Type ofi Liner= Clase 'I' RIp-Rap
FROM STA.70+00 TO STA.10+20 LT.
DETAIL #2
��
_ ( Not to Scale)
� J ��~� ���\05 Slo�pe
NaTural eS
Cround d
Max. d= I Ft.
Fllter
Fabrlc
� Type ofi Llner= Class 'I' Rlp-Rap
FROM STA.8+00 TO STA.10+00 LT.
160
� 150
� 140 BEGIN GRADE
�_ _ _ - _ -ELN- STA.8+50.00
130 ELEV. = 114.48
V120 ------__-
O 110
100
� 90
�'1/� �o�
" I
�5/ 14/200B 10:43:25 AM 8 I 00
oRawN er : J.C. PENDERGRAFT DA7E : -4 O8
cHECKeo eY : J. DILWORTH DATE : 4-�8
� .2I'! ''�� • .
TBM1 IS RR SPIKE -
IN 10"HICKORY TREE
STA. 9+q8.65 (38.37' RT.)
ELEV= 100.00' (ASSUMED)
�_„•�'����H�W��
��� ..
��-i'��
�
WOODS
EXISTING HAND VALVE AND HOSE IN HEADWALL
(TNOUGHT TO BE SANITARY SEWER FROM
NEARBY SCHOOL)(SEE NOTE �16)
1%::��i�,-���...��
\ / v:;•� \�/
:�►���i► ��ai .,,
feTa�l��\,�I�
�V���I��fa\l�l ��
�
�►� ��; --.,�\�_
; �-- ��
� �
�� � �
4" DIP
32'-0"
SPAN
EXISTING
CONCRETE ENDWALL
(SEE NOTE "16)
PLAN
SCALE :1"= 20'-0"
/56;00 � CULVERT STA.10+37.00 -ELN-
G.P. EL. 94.41
1 Cd 32' x B' PRECAST CONCRETE
3-SIDED CONSPAN ARCH CULVERT
ON C.I.P. FOOTINGS
SKEW = 89°00'00"
' WOODS y
+63.00 �
�n'
� STA 10+80+82 *
(PK NAIL) ^'
x�
��
. _ \\ Q
�c� �
l"' \��
J
��' � ��
� r��_ \' .
- 1 \ \ ory �, CRq� ��n
� �
�
�\ \q On� 'jS0 �.
SR � �Q
� 3S9 �} �� \
�C q� ' } � S .
\ n � � �. � s�o
y�'c�` ,,, - -
\�FS
�' • ��<<
C,Q� '
�� ,'\
�
� T W�
��
' - F�
i
WOODS
END GRADE &
CONSTRUCTION LIM
� -ELN- STA.12+00.00
nt1 _� ELEV, = 97.15
�-� ROADWAY
16'-0" � ROADWAY
4' SHOULDER 9'-0" � 9'-0" q' SHOULDER 4' SHOULDER 9''�" � 9'-0" q' SHOULDER 1�/Z"MIN.
3'-0" WEDGINGST I TO EXIST 3�-p� 3'_0" I 3'-0" SF9.SA
1"PER FT. � SLOPE 1"PER FT. 1"PER FT. I SLOPE 1"PER FT.
Z VARIES � 2 Z VARIES � 2
1.ASSUMtU L1Vt LUAU = HJLU - 99 UK ALItHNAIt LUAUlN�.
2. DESIGN FILL = VARIES 3.6 FT. AT MID SPAN OF ARCH TO 8.0 FT.
MAX. ABOVE WALL.
3. ALL kEINFORCING STEEL SHALL BE GRADE 60.
4.THE ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE
STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE
CARE OF THE FILL.
5.THE RE�UIRED BEARING CAPACITY OF THE CONTINUOUS SPREAD
FOOTING AT THE END BENTS IS 5 TSF,CHECK FIELD CONDITIONS
FOR THE RE�UIRED END BEARING CAPACITY JUST PRIOR TO
PLACING CONCRETE.
6.T0 Pf20VIDE PROTECTION FROM POSSIBLE SCOUR,DO NOT CONSTRUCT
THE FOOTING AT AN ELEVATION HIGHER THAN SHOWN ON THE PLANS.
7.KEY fCARRY IN)FOOTINGS AT LEAST 12 INCHES INTO ROCK WITH
MINIMUM THICKNESS AS RE�UIRED BY DESIGN.
8. THE SCOUR CRITICAL ELEVATION FOR THE END BENTS IS THE
BOT10M OF FOOTING ELEVATION. BRIDGE MAINTENANCE FORCES
USE THE SCOUR CRITICAL ELEVATIONS TO MONITOR POSSIBLE
SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE.
9� 4�0-11 OF THE STAN ARD P� CIFI ATIONS.UCTURE, SEE ARTICLE
lO.THE ROTTOM OF FOOTING ELEVATION SHALL BE LOWERED TO SATISFY
MINIMUM ROCK EMBEDMENT REQUIREMENTS.
11.THI5 57RUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FHWA'S
TECHNICAL ADVISORY T5140.20 (SCOUR AT BRIDGES).
� 12.FOR PRECAST REINFORCED CONCRETE THREE-SIDED CULVERT,
o SEE SPECIAL PROVISIONS. HEADWALLS AND WINGS MAY BE
PRECAST OR CAST IN PLACE REINFORCED CONCRETE. FOOTINGS
+ SHALL BE CAST IN PLACE REINFORCED CONCRETE STRIP FOOTING
� KEYED INTO ROCK.
0 13.REMOVAL OF THE EXISITNG BRIDGE SHALL BE PREFORMED SO AS NOT
TO ALLOW ANY DEBRIS TO FALL SNTO THE WATER.
� 14.THE ENTIRE COST OF THE WORK REQUIRED TO CONSTRUCT PRECAST
CULVERT INCLUDING HEADWALLS AND WINGS,SHALL BE INCLUDED
IN TIiE LUMP SUM PRICE BID FOR PRECAST REINFORCED CONCRETE
THREE-SIDED CULVERT.
�� 15. ADT 235 FOR YEAR 2010
\�' 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF THE
CULVERT,SUCH THAT NO DISTURBANCE OCCURS TO THE EXISTING 4"
DIAI�ETER DIP SEWER LINE AND CORRESPONDING CONCRETE HEADWALL
� AT THE SYSTEM OUTLET. THE CONTRACTOR SHALL DETERMINE THE
� LOCATION OF STATED SEWER LINE IN RELATION TO THE NEW CULVERT
CONSTRUCTION AND OBTAIN THE ELEVATION OF THE SEWER LINE TO
DETERMINE IF IT WILL INTERSECT THE PROPOSED CAST-IN-PLACE
,�y CONCRETE FOUNDATION,OR VERTICAL WINGWALL OF THE CULVERT.
\ �S F THE STRUCTURE MEMBER INVOLVED SHALL BE CONSTRUCTED IN SUCH
A MANNER TO ACCOMMODATE THE PASS-THROUGH OF THE SEWER LINE
WITHOUT DISTURBANCE OF THE LINE. THE EXISTING HAND VALVE
� CONTROL FOR THE SEWER LINE SHALL BE ADJUSTED IN ELEVATION TO
EXTEND ABOVE THE PROPOSED ROADWAY FILL FOR ACCESSIBILITY. ALL
WORK SHALL BE AS STATED HEREIN AND AS DIRECTED BY THE ENGINEE
\ -�- DENOTES GEO-TECH BORING HOLE LOCATIONS.
ROADWAY
1 '/�" MIN.
HYDRAULIC DATA
DESIGN DISCHARGE = 650 CFS
FREDUENCY OF DESIGN FLOOD = 25 YR.
DESIGN HIGH WATER ELEVATION = 85.90
DRAINAGE AREA = 1.6 S�. MI.
BASIC DISCHARGE (�100) = 1000 CFS
BASIC HIGH WATER ELEVATION = 86.91
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 1500 CFS
FREQUENCY OF OVERTOPPING FLOOD = 500 YR.
OVERTOPPING FLOOD ELEVATION = 93.20
1� 1 j 1�/p"MIN. --i ----- i 1 � 1 1� 1 i 1��z��MIN. I 1 � 1 3"� �I �' _ �-(
SF9.5A q„ B25.08 SF9.5A 4„ 625.OB � MI� L� MIN. ,
EXISTING PAVEMENT� VARIABLE EXISTING VARIABLE
TYPICAL ROADWAY SECTION 825.OB PAVEMENT BZS'�BPER FT. 37272
TYPICAL ROADWAY SECTION W BS N0.
WITHIN CONSTRUCTION LIMITS WITHIN CONSTRUCTION LIMITS DETAIL SHOWING METHOD OF WE�GING COUNTY
NOT TO SCALE NOT TO SCALE NOT TO SCALE ROCKINGHAM
-ELN- STA. 8+50.00 TO -ELN- STA.9+42.12 -ELN- STA 9+q2,12 TO -ELN- STA. 10+38.43
-ELN- STA. 10+38.43 TO -ELN-STA. 12+00.00 S T A T I 0 N: 10
NOTE: UTILIZE 1 1/2:1 FILL SLOPE FROM PI = 10+35.54 +37.�� -E�.N-
STATION 10+00 TO 11+00 LT & RT EL = 86.77' END GRADE
vc = 290- -E�r,- sTn. iz+oo.00 REPLACES BRIDGE N0. 33
�-)14.9340%
(+)6.3120% ELEV. = 97.15
- EL. 85.2
EXISTING BRIDGE GRADE DATA
TO BE REMOVED lr-- � CULVERT STA.10+37.00 -ELN-
--- � G.P. EL. 94.41
I CONSPAN ARCH
BEGIN LATERAL 'V' DIl'�H'- ___ 32' x 8' RISE
STA 10+00 LT -l.(=15i /, TOP OF FOOTING
EL.88.2 I ��\ / �I EL.82.00'
I
-BOTTOM OF FOOTING
EL. 80.00'
STA 10+00 RT WSE ON 3/4/04 fSEE NOTES 7& 10)
I EL. 84.8 I=80.85 I
I I I I
9+00
1 �+�� i l+�
PROFILE ALONG � SURVEY
SCALE :1"= 20'-0"
�TH CARp�i
p .
�2�'�� 9
• 5 E A L :
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STATE OF NORTH CAflOLINA
DEPARTMENT OF TRANSPORTATION
flALEICH
GENERAL DRAWING
BRIDGE #33 ON SR 2359
OVER HUFFINES MILL CREEK
REVISIONS SHEET N0.
BY� UATE: Nt�O 0Y� DATE� L
C� SHEETS
�S 9