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HomeMy WebLinkAbout20140430 Ver 1_Application_20140428�l���•
STATE OF NORTH CAROLINA
DL'PAR'PMGN'P OF TRANSYOR'fATION
PAT McCRORY
GOVERNOR
April 24, 2014
N.C. Division of Water Quality
Winston-Saleui Regional Office
585 Wattghtown St.
Wiustai-Salem, NC 27107
Atteution: Mr. Dave Wanuci�a
ANOTHONYJ.TATA
SECRETARY
St�bject: Notification for the replacemeut of Bridge #77 over Haw Creelc on SR 1001 (Mebane
Oalcs Ro�d) in Alamance County. WI35 # 17BP.7.R.65
Dear Ms. Home�vood,
The North Carolina Deparhnent of Transportatiou is scheduled to replace Bridge #77 �vith a uew bridge
at the same location. I have included the Attachments G& L�vith a project description aud a set of the
project plans. A stormwater management plan is also attached. Please review this project for comp(iance
by your Division.
We plan to begin construction as soou as possible. If fuither iuformatiou is requu•ed, please contact Jerry
Parker at (336) 256-2063. Your early review aud cousideration will be appreciated.
Siucerely,
�� ��/�
J.M. Mills, P.E.
Division Engineer, Division 7
Enctosures
ce: Dave Bailey , US Army Corps of �ngineers
Tim Powers, NCDOT
Bariy Han•iugton, Iioadside Environmental Field Operations Engineer, NCDOT
Jeremy Warren, NCDOT
Chuck Edwards, District 1 Eugineer, NCDOT
P. O. Box 14996, 6xeeNSOOxo, NC 27415-<4996
PaoNe(336)3343192 Pax (336)J34-3G37
Pat McCrory
Governor
���
�� �
North Carolina Department of Environment and Natural Resources
John E. Skvada, III
Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: B-N/A County Alamance
Bridge No. 77 over Haw Creek WBS Element Number 17BP.7.R.65
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: April24 2014
Applicant Name: NCDOT
Applicant Address: 1584 Yancevville Street
Greensboro, NC 27415
Primary Contact for Project: Jerrv A. Parker
Phone No.: 336-256-2063
is this an after-the-fact application: Yes X No
River Basin: Jordan Lake Watershed
Stream Classification:16-20-(4)• WS-V; NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3— Maintenance
State: General Water Quality Certification #3883 and/or Buffer Authorization
Local: None
Project Description — The project consists of replacing Bridge #77 over Haw Creek on SR
1007 (Mebane Oaks Road) and improving roadway approaches. The existing 30' L X 24' W
single span bridge with timber deck on I-beams and timber caps on timber piles that are
encased in concrete was built in 1941 is structurally deficient and will be replaced with a new,
single span 70' L X 30' W, cored siab bridge at the same location. An off-site detour will be
utilized during construction. The project involves no wetland impacts (there are no wetlands on
the project site), 14 linear feet of temporary stream impacts that are necessary in order to
remove the existing timber/concrete piles and 34 linear feet of permanent stream impact
associated with bank stabilization under the new bridge span. There are no deck drains on the
TransportaUon PermitUng Unil
1650 Mail Service Center, Raleigh, Nodh Caroiina 27699-1650
Localbn:512 N Salisbury SL, Raleigh, Nodh Carolina
Phone:979-70b87841FAX:919-7334290
InlerneC http:ilpoAal.ncdencorglwebAvq
M Equai Oppotlunily \ Affrmallve Action Emp:oyer
One
NorthCarolina
�iztur�rllr�
bridge; instead, stormwater runoff will be captured and discharged into a pre-formed scour hole
(PSH) in a non-buffer area at non-erosive velocities. Proposed Riparian Buffer impacts include
2,643 square feet in Zone 1 and 1,723 square feet in Zone 2 to accommodate the wider span
bridge and the necessary fill slopes. It should be noted that 2:1 side slopes were utilized to
reduce the buffer impacts around the bridge. A review was conducted for the presence of
threatened and endangered species; ; there are no listed species within Alamance County that
have federal status. The Bald Eagle is protected in every county in North Carolina under the
Bald and Gold Eagle Protection Act; however, no suitable feeding/water source is located within
one mile of the project study area to support Bald Eagle habitat.
Signature: �/� /%�%• ��.� /S,�trJ
Print Name: �J . � . M � �� �: �
Title: `D t v��!� h�/1 A//1 ee'l'4' y 1J I J, /
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Map Location USGS Map " Figure 1
NC DOT Bridge 77 over Haw Creek
Mebane Oaks Road, Mebane, NC
20CK1NGHA CASWELL P RSO Alamance County ,h�°�. ��''�;_,
-4� �
i�
Mebane Quadrangle ,�� ' �'�
GUILFORD ,vAMANCE oRAIVGe USGS Tnpography, 2013 �,�� v�
April 14, 2014 ��� ��'
• 1 inch = 2,000 feet ��°�r��`'�
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Map Locatian SOIIS M�p " Figure 2
NC DOT Bridge 77 o�er Haw Creek
Mebane Oaks Road, Mebane, NC .�4RT�_�
tOCKINGHA CASWELL P RSO Alamance County y,��°F `��;y
�
Soil Sheet 20 ` "`'"°
GUILFORD ALAMANCE p�GE Alamance County Soil Survey, 1960 !� y�'
April 14, 2014 �R,�,r �?;�
¢ 1 inch = 2,000 feet . °F'�!�'. °
LowlMinimal Impact Bridge Project Data Sheet
TiP NO n/a B- B- B-
WBSlPriori 17BP.7.R.65
Coun Aiamance
Brid e I�umber 77
Replace Bridge
Descriptbon No. 77 over Haw
Creek
Basfn Cape Fear
Classficat+on WS-V; NSW
Stre�m SIN 16 20-(4)
Peren nial
Size 3x1 S
Type Ono-Span Brid e
�xfstin� Strucbuve Size 31�Q4
su(f. Ratin 10.2
Proposed Structure T One-Span Bridge
Size 70�C33
S�� USACE Impacts LF 34
Non 404 In� cts L None
USACE Im AC) Plone
WeHarsds I�on 4b41mpacts (AC None
CAMA fm cts C f�one
NC bWQ Bui�ers Im S 43B6
Buf�er A iication R uired 4Q IN Y�
NC DWQ S�rmWate Permit uired !N Yes
Habitat In No
T&E S ies Pr�eseni No
Bio Conalusicn No Effiect
Moratoriurn T� None
Daties NA
�EativelHabche No
Trout Wa6ers Tf°ut S ies Proesent �!a
Trout Conditions IN Na
WRG RevieNner No
CAMA AECs No
Essentisl Fisf� Hab�tat n No
Illar►.O r�in Nn
USGG Permit No
Hisi�nric Pro rtFes No
Ar�haeol ical Resources No
Tribal Lands No
Resources No
B WC Resourc�s Na
WIld and Scenic Rir►er No -
Forest $ervice E.ands No
NA Area No
F�MA Bu ut No
FEMA Flood 3tu No
USTs Haz Mats No
Reloca�bees yo
�ocation LAT 36° 3' 33.B��
LO�iG 79° 16' 3.3"
Proje�t Comments ��MA MOA
appro�ed
Completed by: Date: �—ZU—/
Lead Engineer
Deate: �7 /
Di si ' nme �ce
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See Sh2et 1-A Far Index of Sheets
viciN�nr n�,P
DETOUR ROUTE INOS ro scn��
TQ SR 2278
GRAPHIC SCALES
50 25 0 50 l00
PLANS
5o zo 0 5o iao
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2012 = 4675
ADT =
DHV �a %
D � 50 %
T - 6 % `
V = 45 MPH
• TTST 2% DUAL 49�0
FUNC CLA55 =
MINOR COLLECTOR
SUBREGIONAL TIER
� 1 •� 4 ` I - \/� I �,� I!\ I , I—] � •� I•\ �� I . I , � � �
II�I��I�I������ (�)I�� I-1<<�I-I11� �1��
ALA1�A11tCE �� U11tT"�
6 �A18 PR0l8Cl' HSlSRIN� H0.
�. 17BP.7. R.65
�.,� .�.�, ..���
8.200114.19 WA
7BP.7.R.65 WA
LOCATION.• BRIDGE NO. 77 0111 SR 1007 OYER HAW CREEK
BETWEEN SR 2278 AND SR 2126
TYPE OF WORK: GRADI11tG, DRAINAGE, PAVI11tG, STRUCTURES
AND PA VEMENT MA_RKINGS
BEGIN CONSTRUC710N
BEGIN STA7E PROJECT N0. 7B.200114.19
—L— STA. 10+60.Q0
--------��
MfBANE ONCS RD SR H707
17BP. 7. R.65
WETLAN D SITE MAP
�
BEGIN BRfDGE J �
—L— STA.12+7b_34 i�
�
�-�
�
z�
LOCATION SKETCH
END BRIDGE
—L— STA. 13+48.66
N`
N R�2 �i
�o� �
END CONSTRUCTION
STATE PROJECT NO. 7B.200114.19
—L— STA. 15 + 75 A0 ,
�-- - - --
AIEBPNE OAKS RD SR I007
�
�,�
PERMIT DRAWINGS
SHEET � OF �
HDR Engineering, Inc. of the Caralinas
CLEARING ON THiS PR0.IECT SHALL BE PERFORMED �� 3733 NationalDrive, Suife 207 Raleigh, N.C.27612
TO THE LIMITS ESTABLISFiED BY MFfHOD II � N.C.B.E.L.S. License Number: F-0116
PROJECT LENGTH Preporad !n rr� orrr� �: ��Ur�cs Bxcnv��x
DIVISION OF HIGHWAYS
I000 Birch Ridga Dr., Raleigh NC, 2761D
LENGiI-I ROADWAY 57ATE PROJECT NO. 7B.200114.19 = 0.084 MILES �� sraxnwxn sprsc�'rc.+rfoxs
LENGTH 5TRUCTURES STATE PROJECT N0. 7B.200114.19 = 0.014 MILES
RIGHT pF WAY DATE: p INIC M. WAIN RIGHT P.E.
TOTAL lEhkGiH SiATE PROJECT lJO. 7B.200114.19 = 0.098 MILES FE$RUARY_10, 2014 pR4�8�T 8xG1X88R
LErTIlYG DATE: 1 JAMES R. RICE P.E.
� raar�'cr nesrr�r sxcn+�ax
ROADW.4Y DBSIGN
ElYGINEER
P.li
TQ SR 2126
INCOMPLETE PLANS
pp NOT If� MR A/1! AC9�Afili1@I
PRELIMIN.eiRY FLANS
no xar oae xoa cax�aucnax
DIVISION OF HIGHWAYS
STATls OF IYORTH CAROLIAIA
f k0
16
�
6
e
� TRa'�
MlKE
z
0
�
DETAIL B
BANK STABILIZATION
( Noi io ScaleJ
��" �`�
GEOTEXTILE G�- EOTEXTILE
NDRAhAL WATER " DO NOT PLACE
SURFACE ELEVATION a�p �p,p BELOW
NORMAL WATER
SURFACE ELEVATION
Type of Liner= Class 'I' Ri�rRap
EST. 35 TONS, 50 SY GEOTEXTILE
�
ti'dILLI� � r�'` � �AF���R�
i?n5 �ti1EB�,��E n�^�KS R�?
�41FF,n`��, �•.^ r?30�
Q18= 0.4 CFS
V10= 0.9 CF5
—TIE TO
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t 1
i 1
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SURFACE WATER IMPACTS DUE
TO STABILIZING THE 1.5:1 SLOPES
UNDER THE PR4POSED BRIDGE
CL.ASS `i' �iP �',l=F�
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PhV SH�T NO.
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PR0IELT 0.ffERENCE NO. SHEEf NO.
17BP.7R.65
fNV SNEEf NO.
ROADWi.Y DESIGN IiYGRAVLLCS
ENGINEER �1GNEER
PERMIT DRAWINGS
SHEET 3 OF 4
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V10= 0.9 CFS � `� ��� �`�'-�—c.- yLA,� \�1 I rR�E� ON 1.�:1 SLOPE
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ro sR z2�8
GRAPHIC SCALES
50 25 0 50 100
PlANS
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PROFILE (HORIZONTAL}
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LOCATl011t: BRIDGE NO. 77 ON SR 1007 O VER HAW CREEK
BETWEEN SR 2278 A111D SR 2126
TYPE OF WORK: GRADI11tG, DRAINAGE, PAVIII�G, STRUCTURES
A1VD PAYEMEII�T MARKINGS
BEGIN CONSTRUCTION
BEGIN STATE PROJECT NO. 7B.200114.19
—�— STA. 10 + 60.00
�. T _�
AfEBANE OAF(S RD SR x7W
DESIGN DATA
ADT 2012 = 4G75
ADT =
DHV = %
D = 50 %
T � 6 95 "
V = 45 MPH
* iTST 2% DUAL 4%
FUNC CLASS =
MI�IOR COLLEGTOR
SUBREGIONAL TIER
17BP.7.R.65
BUFFER SfTE MAP
�
9EGIN BRIDG�
—L— STA. 12 + 76.34
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STA7E PROJECT N0. 7B.200114.19
—L— STA. 15 � 75.OU ,
'AT8 6TAi8 PROlHC! RffiBA@iCB NQ
.C. 17BP.7. R.65
.,.�,. �,.,� �..�.�
7B.200114.19 wa
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BUFFER DRAWINGS
SHEET 1 OF 4
— -�-�-- - �
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uEBNVE �AKS RD sR +000�
HDR Engineering, In[. of the Carolinas
CLEARIPIG OI� THIS PROJECT SHALL BE PERFORMED �� 3733 Nofionol Drive, Suiie 2U7 Roleigh, N.C. 27612
TO THE LIMITS ESTABLISHED BY METHOD ll � N.C.B.E.L.S. License Number: F-0li6
PROJECT LENGTH Prepured !n t1� Orilce of: �'n�ULICS ENGINEER
DIVISION OF HIGHWAYS
1D00 Birtb Ridge Dr., Raleig�4 NC, 27610
LENGTH R0.4�WAY STA7E PROJECT NO. 76.200114.19 = 0.084 MILES soia sr,sxnaxn srBCrFrrasoxs
LENGTH STRUCTURES STATE PROJECT N0. 76.240114.19 = D.014 MILES
RIGHT OF WAY DATE: DdMINIC M. WAINWRIGHT. P.E.
TOTAL LENGTH STATE PROJEGT nlO. 7B.200114.19 = 0.098 MILES PROJSCT 8Nr_n�rua
FEBRUARY 10.2014
LETTI7I�G DATE:
p�qp�g� nncm.iv ��y�
R0.4DWAY DESIGN
EI�GIlYF.BR
TO SR 2126
INCbMPLETE PLANS
DO NOT [l� PaR R/F ACVV[Si'f1ON
P1tELIMINARY PLAI�S
OO MOT 11L� FO& COIVS'1R�ICIION
DIVISIOIY OF HIGH6VAYS
ST.4TFi OF NORTH G4ROLINA
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5 RFACE EL�VATION ` DO NDT PLACE
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NORMAL WAiER
SURFACE ELEVATION
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EST. 35 TONS, 50 SY GFOTEXTILE
Nq p $
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P0.0�ECT REFERENCE NO.
17BP.7.R.65
RMI SXEEf NO.
:OA�YVAY 9ESIGN
ENGENEER
SMEEf NO.
ENGINEE0.
BUFFER DRAWINGS
SHEET 2 OF �
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NORMIAL WATER
SURFACE ELEVATIOIV
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EST. 35 TONS, 50 SY GEOTEXTiLE ,
Nq p 8
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2p�7
� ALLOWABI�E IMPACTS ZONE 1
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PROJECT REFEIIENCE NO. SNEEf NO.
118P.7.R.65
RAN SMEEf ND.
o�wav pESi�N Hrowwucs
ENGINEER ENGINEER
BUFFER DRAWiNGS
SHEET 3 OF �_
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