20140347 Ver 1_Application_20140407

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STATE OF NORTH CAROLINA
DEPARTN�NT OF '1'RANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
Apri] 7, 2014
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention: Eric Alsmeyer
NCDOT Coordinator
Subject: Project Number (aka WBS number): 17BP.S.R.46
Bridge No. 310008 over Flat River on SR 1602 in Durham Comity
Dear Sir:
ANTI IONY J. TATA
SECRETARY
The North Carolina Department of Transportation (NCDOT) proposes to replace this bridge. This
project is similar in nature to projects processed under the Low Impact Bridge Replacement Program
(LIBRP). Accordingly, thc LIBRP format has been utilized in the permitting of this project. A site visit
was conducted by USACE on July 17, 2012. The following are attached to this cover letter:
Low/Minimal Impact Bridge Data Sheet
USGS Topographic Map
Attachment L: NCDENR-DWQ Nationwide 3/WQC #3883 Data Sheet
Stormwater Management Plan
Jurisdictional Resources Summary Sheets
Permit Drawings
If you have any questions or need additional information, please contact Mr. Cliris Murray at (919) 220-
4633.
Sincerely,
J. �man, P.E"
Division Engineer
c: Division 5 file, NCDOT
Rob Ridings, NCDENR-DWQ
Division Five-2612 North Duke Stree[, Durham, North Carolina 27704
Telephone: [phone]fi00 Fax: [phone]

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NCDENR
horth Carolins C`epartr, �;nt of Environmert ;: �: Natural F'.�sc:arcEs
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Attachment L: Low Impact Bridge Replacement Process
Project Number (aka WBS number): 17BP.5.R.46
.;ol . E. Skvai��, i-�
S�cret
Bridge No. 310008 over Flat River on SR 1602 (Bowen Road) in Durham County
This project can be characterized as meeting the parameters associated with the Low
Impact Bridge Process as agreed to on October 6, 2009. Accordingly, 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 Minimum Criteria Rules.
Date: April 7, 2014
Applicant Name: J. W. Bowman, P.E.
Applicant Address: 2612 N. Duke Street
Durham, NC 27704
Primary Contact for Project: Chris Murray, PWS
Phone Number: [phone]
Is this an after-the-fact application: Yes X No
River Basin: Neuse River
Stream Classification: WS-III; NSW with DWQ Index Number of 27-3-(1)
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3
State: General Water Quality Certification #3883
Local: None
Project Description: See attached spread sheet for project-specific information.
Permanent Impacts: See attached permit drawings and summary sheets. Note
stream, wetland and riparian buffer impacts.
Stormwater Information: See attached stormwater management plan.
Signature: � `^ �
Print Name: Christopher A. Murrav, PWS
Title: Division 5 Environmental Supervisor
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0 0.25 0.5 1 Miles �
Division 5 Project
Replace Bridge No. 08
on SR 1602 over Flat River.
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Low/Minimal Impact Bridge Project Data Sheet
TIP NO.
WBS 17BP.S.R.4fi
Coun Durham
Brid e Number Brid e 310008
Description Bridge No. 8 over Flat River on SR 1602 (Bowen Road)
Basin Neuse River Basin
Classification WS-III; NSW
Stream SIN 27-3- 1
Type Inland
Size 85 ft
TIMBER FLOOR ON I-BEAMS, ABUTS&PIER Z
Type RC;BTS1&3TIM.CAPS/TIM PILES ENC.IN CONC.
Existing Structure Size 151' L x 20.1' W 1 38, 1 37,1 38,1 38
Suff. Ratin 45.7
Proposed StrucWre Type 24" Cored Slab Brid e, Drilled Piers
Size 205'L x 30' W 1 65', 2 70'
Stream USACE Impads (LF) 82 linear ft permanent; 38 linear fl temporary
Non 4041m acts LF 0 ft
USACE Impacts (AC) <0.0.1 acre permanent; <0.01 acre temporary
Wetlands Non 4041mpacts (AC) 0 acre
CAMAIm acts AC NotA licable
NC DWQ BuTfers Im acts SF 90 linear feet 5,258 s ft BZ1; 2,564 s ft BZ2
Buffer Application Required (>40 ft) (Y/N) Yes
NCDWQStormWaterPermitRe uired Y/N No
eam eae ie: Ho
Habitat (y/n) moom �o� no«e,: ves
fMicryauX$SU 3C'.Ye2
balC¢agle No
T&E SpeciesPresent mo��=o�=no.K�:rvo
fMCM1aU%5 SYI�ILC: No
�altlea9le: No EHect
Bio Conclusion mooGi mnellower No Ettetl
SMicM1eux's sumac No Elleol
Moretorium Type Not A lica6le
Dates NotA licable
Native/Hatche NotA licable
TroutWaters TroutS eciesPresent NotA lica6le
TroutConditions Y/N NotA licable
WRCReviewer NotA licable
CAMAAECS NotA licable
Essential Fish Habitat /n No
Nav.O enin NotA licable
USCG Permit NotA licable
Historic Pro erties No
Archaeolo ical Resources No
Tribal Lands No
4 f Resources No
6 LWC Resources No
Wild and Scenic River No
ForestService Lands No
NA Area No
FEMA Bu out No
FEMA Flood Study Yes
USTs Haz Mats No
Relocatees No
Location LAT 36.235654 deg.
LONG 78.895682 de .
Project Comments
Completed by:
4/712014
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CLEARING ON TH15 PROJECT SHALL BE PERFORMED
T� THE L[MITS ESTABLISHED SY ME7HOD 111
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LOCATION: BRIDGE NO. 8 OVER FLAT RIVER
Q11t SR 1602 (BaWEN RD.)
TYPE O� WORK: GRA�IIVG, PAVIt�G, DRAIIVAGE, AND STRUCTURE
B UFFER IMPACTS ,
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–L– STA. 73�-38.00
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SR 1602
BOWEN RD.
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BEGIN PROJECT DB5 – 310008 �
–L– STA. i] +15.00 m
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–L– STA. 15 + 43.00
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F.XPRESS DESIGA( SUILD: DIVISION SA - YF.AR Z
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� PERMIT DRAWI11tGS �
1.............�.........._______._........._..W.,...,..W......Y..._.�........]
BRIDGE #: 310008
SUBtYIITTi1L #: S-D46R1
SUBMITTfiL DATE: O7J26i14
END PR�JECT DB5 – 310008
–L– STA. U+05.pQ
FRELIMIN.9,R� 1�LA,NS
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"� N 9Q47039QTlON -E420�0403.C19 -- _ DLEV �4�SOT TOP OF —� _ BEGIN SPECI.4L 8EGlN SP�"CIAL ------` ELEVATlON = 4Q9.46 34$
�� 3g 8 RR SPIKE SET !N 16" PINE �'T �y GRApE RT L- SrA 1.3 �86 C A lJ 5 E W A Y I FL V- 407.40 �, . N 9D4544.31 E 2(J30777.Q2
�„ L STA l3f90
w� L- STA 10+01.03, 28.12' RT ELEV - 4D3.50 E L E V e q 01 e I I T{] P Q DrTCH GRADE RT -C- STA 15+20.92, l2�.�}!' RT
'� DITCH GRAQE LT RR S�lKE S�T !N 2d' OAK
N�� 342 ��EXiSTINGSBRIDGE400o1' I EAEVE4I01 I z � I EL�UST"����� -�- STA 14f72 . 392
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� - , �! �6 BRIQGE 31000B
� CLASS IIRIP RAP CLASS IERIP RAP - � � �. � i I CLA�S� IIRIP RAP CLA55 IIRIP RAP '4'pITCH 5F - 3100�08 4
rG EST IS TONS EST 10 TONS (WEST S10Ei _ !�� . �� � EST��1�1 70N5 EST 35 TONS CLA55 IfRIP RAP PERMIT DRAWINGS
�Q E5T 20 SY �F EST 15 5Y FF (WEST SI�E} - � � �� EST�i2d`� $Y FF EST 40 5Y FF E5T 25 10N5 RN✓ SHEETNO.
SEE �ETAIL 2 3700D8-1 EST 3 TONS (EAST 51�€7 . I SEE ��,�E_lTAIL 2 SEE �ETpIL I E55 70 SY FF � ROAbWAY oE51GN HYPR.4L�LfLS
� � EST 15 CY 6�E EST 7 SY FF (EAST Sh]f1 � i -�EST �p} CY OQE � $EF DE7AIL 4 I - � ENGINEER e�GINEER
� - I;: '.'. SEE �ETAIL 3 � _.' � � i - � . � . . �1
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I � - . -- � � .,.:_.
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'i� � ENGINEEHI
BEGIN PROJECT -: � ;�' x ; ,- . = ': - . � , s
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. ��...._� .-. �' .. ... � .. \ tf] I � : N I � I \ � '�N_ _ \ �, 37D�Jg.--'4 CLA�S IIRIP RAP
_ ._.. . .., \ 1i�
- .. _ � / .. " . �_ l , '\ PERMANEd�T CLAS'$ Il ,�EST 3D TONS
�.... �� \�-'' � �'- �� OP OF �CkIISEW I I f � [ � � , � � \` � �`RIP R4P`ACCE55 �:,AO ITYPI� �.,�. �. ..-. I �J�':�? EST 35 5Y FF
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� � � � CLA55 II RIP RAP E } V i � CLA$5 II RIP RAP LATERAL "V' 61TCH
�/ � i� E57 50 TONS - '� �'� I EST IS TONS CLA55 II RdP RAP
��' " � EST 65 SY FF STANOAR� 'V' OIT H 7 �I�;. � � ��L EST 25 SY FF EST 35 70NS
- 1 . I � � ' �' � �.,; EST 4� SY FF
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� I ` � �� I ' E T 20 CY ��E SEE 6ETAIL I
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- r� � f � GIJTTER FROM STA. 13+16 SEE �ETAIL 2 i .1 � '�I � I C�A55 II RIP RAP "-
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- M� - � ELBQWS CLA55 II RIP RAP �� � ' ���,��� � � � EE-�ETAIL 3
-.1 . E5T 45 TONS 1 � -� � m � INSiALL CAIJS€WAY 2 � - - � �
310008-2 EST 50 SY FF •'. i r
- i R4UN� ROP BENT 2 AN� EXIST BENT � ;;I_I_t��^,�A�_�,? I.ia1P:1C,�jS i{�r,�� 7
� �' I I SEE �ETAIL 3 �i ,� � �� � ST 77 ONS CLASS 'A' RIP RAP �
r ' � ' '" ' ���� ��" � � -? INSTALL CAIJSEWAY; I i � T 129 N5 CLA55 'll' RIP RAP � �
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CLASS IIRIP RAP � I '�4 ES7 AITDh75 CLASS���'A' RIP RAP �i�. E 216 5�GEOTEA7ILE FABRIC CDNTRACTpR MUST REMOVE A�L PORTION5 OF EXIST tONC
� , EST 10 TONS 4WE57 91� )�� 1 � E S T 1 4 5 TON S CLA55 'll' RIP RAP��� FO T R AN
, . . . . 0 E S n PIERS. USE IMPERVIOLIS �IKE OR 511NILAR �EVICE
._,.. . �� CLASS �8' RIP �RAP . ��
� EST l5 SY FF IWEST SI� 1� � �� P.LACE GEOTEXTILE FABRIC UN�ER'� 115EW Y Tp �EWATER ANa ISOLAIE WORK AREA FOR REMOVAL OF
� Ol1TLET PROTECTION . R .
� EST 2 TONS EST 8 TONS fEAST SIqE 1 �� �1 =: E57�� 13B SY GEOTEXTyICE _FABRIC .�-� �- V IN-$TREAM S7RUCTliRES. REMOVAL MLIST BE 60NE IN TFiE �RY.
EST 7 SYFF E5T 10 SY FF tEAST 51� Y� '�� �;. � ��'_ . � . � dFTER COMPLETE REMOVAL OF CALISEWAYS,CLA55 IIRIP RAP
� . SEE DETAIL 3 ���N l� . Y m' -..' �:.,,� . SHALC FYEMAIN �N STREAM BANKS TO PROVIpE PERMANENi
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428
422
416 ; � 1_.� I � _ _... I DlTCN GRADE RT . �'. ' F _ _ — — — ._ ,. `� ELEV = 432.3a
— __ � ; �-I -c- sra �2+50 ; J`� _ � . _ _ 416
_..I I. \�• �` �� CLASS � END SPEClAL !_ _ _
ELEV = 422.77 , I _ I �'
: _� -.- - __ _
i �. • R!P Rk i-
— __ � __ -L- ST.4 13fOQ LT � � •1 ' �TYPJ _ -! ITCH GftADE LT __ � _.__. i -- � -- _ I ' -- --
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_ � I ELEV= 417517 _. ._ \ . I I I �` ! l q 6 FLEVSTA430.2fl __ I ' I �_� i .
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; BENCHhfARK ! END SPEGIAL END SPEClAL -L-I STA I5�rJ0 LT , I �_ BENCNMARK 2
G ELEVATI4N = 943.00 DITCN GRADE Lr - _ � ELEVATION = 4Q9.46 3�$
� 398 p1TCN GRADE RT I y I I N 904549.3! E 2p30777.02
��' N 904703.9Q E 2030403:09 .-.L- STA l3+90 -L- STA l3f8b ���� EL V- 407.4Q i_i--� i—_
�: -L- S7A l0+01.03.28.12` RT BEGIN SPECl,4L 8EG1N SPEClAL
ELEV - 403.50 FLEV - q(J350 -L- STA 15f20.92;I27.4!'RT
�. _ RR SPlKE 5ET IN !6'" PINE I I fJITCH GRADF Rr pITCH GRADE LT RR SP1KE SET !N 20" OAK
392 @pEM15Tl GSQRIp�E400e1' I � I I -� 5Ta t4+eo
��` fLEV = 40lSCJ -L 5'TA¢l4+72 _ 392
�
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PROPQSEQ GRAI]E � DS =225 !vlPN _ . _ END ERIDGE � - �7
DS = 25 MPH _
�.� _ . _ _ --L- STA. 15+43A0 __
� _ _ _ _ __ CL STA 14+40.50 -L-.
4�t� �� B�GIN BRIDGE 1@- 65 -2 @ 70' END APPROACH SLA,B
BEGlN SPECIAC L- STA.13+38.04 24" CORED SL4B -L- STA. 15+54.Q0 �
DlTCH GRADE LT �� _ _
_ _._
� �L- STA l�t¢Q. BEGIN APPR4ACl1 SLAB f ��
-- - -- _ _. ..
_ ELEV = 422J5 _L- STA.13+27.00 � -- l� ' � _L- STA.1D7 ��5.00-
428
- . -._ ..
_� _ �'�.� (i-72:OOOQ% +)6�3,� _ EL = 439.30�.
_ � BE61N GR4DE L` _ _ / / �
i _L- STA. 11+15.00 C:���a _ � _ _ _ _._ . _ I/ ���• .
42� -_ �... .�.. _ EL = 433.10' �7i __ _ 1
_ :��Y�.Q�00%� �� "— ' �",6 �� END SPECI,4L
_ . `����y .r`�T � ^�-- — � ,:��. D1TCH GR.40E Ri. . `
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BRIDGE T(PICAL SECT[ON
llSE BRIDGE TYPICAL SECTION
-L- STA. 13+3S.Q0 TO -L- STA. 15f43.D0
BRIDGE TYPE = 24" CbRED SLABS
NOTE: SEE STRLICTURE PLANS F�R ASPNALT WEARiNG SURFACE
ORiGINAL GROUrID
ORIGI[�IAL GROUN�
BRIDGE 310008
PERMIT DRAWII�[G5
QETAII, i
LAT�I2AL 'V' DITGH
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Crround ?'j p 'L�� 1'%Ft Slope
d
Geoiextile
Min. D=LO Ft.
Max. d=1.5 Ft.
Type of Liner- Class IS Rip-Rap b=5.0 Pt.
FROM STA.12+50 TO 5iA.13�57 -L- (RT�
FROM $TA. 72+85 TO STA. 13+57 -1.- (LTJ
FROM STA.15+77 TO STA.15+95 -L- �R�
FRQM STA.15+17 TO STA.15+95 -L- LT
DE7A1L 3
RIP RAP AT EMBANIUhE�1T
� r�oi m s�a�e}
10'min.
Pitch 1.0'min. � p�
Grade
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Type of Liner� Class €I Rip-Rap
STA.73+90 -L- [RT}
STA. 13 + 87 -L- �LT�
STA. 14 � 80 -L- (RTJ
STA.14+72 -L- (LTJ
STA. 13 �- 86 -L-
5TA.14+72 -L-
PRO]EGT REFERE�jCE NO. SMEEf NO.
SF - 310006 �T-1
NM' SHEET ND.
:OADWAY 6E51GN PAVv&iG�lFY41117�GN
ENGINEER ENG1NEEk
PRELIMIN RY �IGANS
p0 IV9T 95b PO CO?]SIRUCTIDN
INCOMFLE E ]�L.�1V$
DO NOT USE PoA /W aCQL'ISITIM'
/ 559 Jones Fmnkiin Ad.Soiie 364
��ETHERILl. Roleigh, N_C.27h65
ENGINEEAING Liscense No. F-0377
Bus: 919 B5] 8077
Fa<�, 919 851 8107
TFPXSAYilATttHI PLAA'NfNG/PESH�' - BWfSiE/STFtlILTllflf Lf51GN
CNfi/SRf I1.9CN - p5/GPS - LUMSrNUCl10N A95EAVA710.Y
DETAIL 2
STAN�ARD 'V' DITCH
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Noiuml Naturol
Ground 2y �.� Grovnd
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d
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Mia. D=LO Ft.
Type of Liner= Closs [I Rip-Rap Mox. d=1.5 Pf.
FRQM SiA. 13�-57 Td STA. Z3+90 -L- {RT)
FROM STA. 13+57 TO 57A. 13+87 -L- (LT}
FROM S7A.74+80 TO STA.15t17 -L- �RTJ
FROM STA.14+72 YO STA.15+17 -L- [LTj
DE�AIL 4
SPECIAL IATERAL `V' DiTCH
� Na} to Scole�
t Fal
I�atural 3� �et Slope
Ground 3:) � �C��
d
Geotre�cfile � Min. D =1.0 Ft.
'Cype of Liner= Clpss il Ri�Rap Mcvc. d=1S Ff,
FROM STA. 12+4D TO STA. 12 f 85 -L- (LTj
FROM STA.15�-95 TO STA.16+4p -I.- jRTj
FROM STA.15+95 TO STA.16f30 -L- [LTf
PAVEMENT SCHEDULE
fFfNAt PAV�M£NT DESIGNI
�1 PR�P. APPROX. 3° ASPHALT CDNC3iETE 5URFACE GD�RS�, TYPE SF9.SA,
AT AN AVERAGE AAiE OF 165 LBS. PER SQ. YR. TN EACN OF TWO LAYEAS
PROP. VAR. �EPTH ASPIiALT CflNCRETE Sl1RFACE GOURS�, TYF'E SF9.5A,
C`z AT AN AVERAGE AATE OF 110 ��5. P�R SQ. YQ. PER 4" �EPTH. TO
BE PLACE❑ IN LAY�RS 13�T 70 ExCEEb 1Yz" IN �EPTH.
�1 PROP. APPROX. 5° ASPHALT CONCRETE BASE C01]RSE,
TYPE B25.06, AT AN RVEAAGE RATE OF 570 LBS. PER SQ. Yb.
T EAR7H MAT�RIAL.
fOTE: PRVEMENT EDGE S�OPES ARE 1:1 UN�ESS SHDWN OTHERYdISE.

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OWNER'S NAME
O ROBERT SHAW NARR15
O2 CARDL B. REINIGER
O3 DONALD W. MALOTT
O4 J.THOMAS SMITN
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509 BOUVEN ,4D
ROUGEMONT,NC 27572
4I2 BON/EN RD
RDUG�MONT,NC 27572
5&7 BOWEN RD
ROUGEMONT,NC 27572
423 BOWEN RD
RDUGEMONT,NC 27572
PERMI7' DR.4WING SHEET Z
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D1'VI�IQ1� OF HIGHWAYS
DURHAM COUNTX
PROJECT.• SF - 3I0008
BRIDGE NO. 8 OVER
FLAT' RIVER 011i
SR 1602 (,i30WEN RD.)
02/17/1014

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VICiI�€IiY �P
THIS PROJ�CT IS NOT W[THIN ANY '
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CLEARING ON THIS PROJECT SHALL BE P�RFQitMED
i0 i'H� l.IM1TS ESTABLISNED BY METNOD III
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TYPE QF WORK GRADING, PAVING, DRAI11tAGE, A�D STRZJCTUR�
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BIZIDGE #: 3IOOD8
SUBMITTEIL #: 5-046RI
SUBMITTAL I}flTE: OZ/26�I4
END PROJECT DB5 - 310008
-L- STA. 17+Q5.OQ
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ELEV= 417.50 'l�� °'�' ELEV = 430.2fl _ � - - �- �
�, 410 2' �YP1 , ,`�' 3.s �o �. � i � i 410
� , , . �_ _c- sra rJ+Je �r -- — -- _
_. _ �
9 � � I-i I� _I i ELEV- 915.80 _ �`��� ✓ I. i � �x. ' YTYPJ �� �`r . _ � 1 I I i � __
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� -L- STA l3�38 LT ' •6�3`. �� / I `r "' � �
HH 4a4 _ ELEV= 910.34 L5r! �TYPi • — , u � — - --
NORMAL T� .� xl ,, 41 i, w _ i _ _ —._.— —_ 404
� END. BENT I I � / I _ ° � i _ _ _. __ _
� BENCNMARK 1 _ END SPECI,4L _. P _ _ _ _ . _... _ _._ _
� J _ EN� SPECI.4L -L-I 57`A I5+0� _LT _ BENCNM.4RK 2
,��, 3�$ ELEVATION = 443.CJ0 pfTCH GRAOE RT �1TEN GRADE LT TOP OF � FL V- 4C17.4Q ELEVATIpN = 909.46 39$
f�y N 404703s0 E 2�304D3:09 -L- SrA l3+g0 -L- STA 13f86 CALJSEWAY I. - __.__.__..._..... 1� 9d4544.31 E 2t73�1777.p2
w� `L- STA l0+0l.03, 28.I2' RT BEGIN SPEClAL BEGIN SPFClAL
2� ELEV = 4D3e50 -- ELEV - 4Q3.5Q E��V, 4QIol I T�}P 0 -L- STA l5+20.92,127.4YRr
� RR SPIK� S�T IN 16° PINE D.ITCH GRADE. RT DlTGH GRADE LT RR 5PIKE SET IN 2Q" OAK
��EX 5TI G58RIDGE400e1' I EAEVE�� I 2 I I -c- sra r4fao -�- sr,a r4+�2
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. � OUTLET PROTECTION � � :� R'
��' ES�T 9 7@h5 fEAST �fGE' ��;� EST 138 SY GEO7EXTdLE FABRIC _ IN-STREAM STRL1CiLIRES. REMOUdL MIJST 9E p�NE IN THE �RY.
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422
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, 416
- CLA55 Il END SPEClAL I
_ . I ELEV = 422.77 \�~ � , _
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� - ai �'i i - ELEV= 417.5D � I � I ,���` � o� ELEV = 430.20 � I __ �
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-L- STA 13�38 LT _ � � ,,... � - � _ _ _ .. _ . �
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�,y �g$ ELEVATIdN - 943.CJ0 DlTCN GRAdF RT DITCH 6RADF LT T{JP OF � FL = 4C+7.�10 ELEVATlON = 4�9.4& 398
�,H , N 9097Q3.90 � 203�403.09 _ -L- $7A l3f86 CAUSEWAY I
�� -L- STA 10+01.03,2512'RT L- STA l3f90 -- 8�G'!N SPEGI,4L BEGlN SP�CIAL -- I. N 904544.3! E 2030777.{]2
� ELEV - 403.5� ELEV = 403.50 E L E V o 4 01 o I -L - ST,4 15 t20.92. ID.41' RT
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aso � PGL = 425.80 !-' J� ` � aso
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PGL = 427.80
,
430 ��. 430
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425 I� 425
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NOTE; SEE STaL1C7LJRE PLANS FOR ASPHALT WEARENG SUR�ACE
OR[GINAL GROIJND
ORIGINAL GROU�iD
BR[pGE 310008
PERM[T DRAWINGS
DETAII 1
iAT£IWL 'V' 61TCH
( Nat ia Scale�
b
Naiural '�`� FII
Ground ?•) p ,L'� 1'%FF. 5[ope
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FROM STA.i2+85 TO STA.13�S7 -L- {LT�
FROM STA. 15+17 TO STA, i5+95 -L- {RTj
FROM 57A. i5�-17 YO STA. 15+95 -L- ��r}
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STA.13+9R -L- (RTJ
STA. 13 + 87 �G- E LT�
STA. 14 + 80 -L- (RTj
SiA. 1A+72 -L- (LT�
STA. 13 + 86 -L-
S7A. 14 �- 72 -L-
PRpJECr REFERENCE NO. SHEET NO.
SF - 3100p8 DT--1
RN+' SHEET NO.•��•,,._
:OADWAY PESIGN PANHM171fRRUq�GN
ENGINEER ENGINEER
FRELII�IN EtY P]L�NS
no xor vse Fa caNSaROCrraN
INC�MI�I.,E E 1PL?aNS
DO NdT V9E Fb$ /W A�Vy52�ON
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-� Y'YEiHErsTLL �dleigh,N.C.27606
ENGINEERSNG ��scense No. F-03i7
aos: 979 851 8477
Fox: 9�9 851 6107
FRNlSMA7fAT1�N PUUVNING/OESfGIf - gW�, /$rR�fLAE fl5lCl1
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FROM STA.15+95 TD SFA.16+3fl -L- (LT)
PAVEMENT SCHEDULE
fFlNAL PAVEMENT DESIGNI
C1 PROP. APPHOX. 3" ASPHALT CONCRETE SURFACE COUPSE, TYPE SF9.5A,
AT AN AVENAGE RATE OF 165 LBS. PER SQ. Y�. IN EACH OF TWO LAYERS
PROP. VAA. DEPTH ASPHALT CONCRETE SURFACE COUHSE, TYPE SF9.5A,
C'Z AT AN AVEAAGE RA76 OF iifl LBS. PER SQ. Y�. PEH 7" �EPTH. TO
BE PLACE[] IN LAYERS NOT TO EXCEE� f'1^�" IN �EPTH.
E1 PROP. APPROX. 5" ASPHALT CONCAETE 6ASE COl1R5E,
TYPE 825.�B, AT AN AVEpAGE RAiE OF 5'7D LBS. PER S�. Y�.
T EARTH MATERIAL.
N�TE: PAVEMENT EdGE SLOPES AAE 1:t l7FtLE55 SHOWN OTHERWISE.

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(Version 1.2; Released September 2011)
SF - 310008 County(ies):Durham Page 1 of 2
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Surrounding Land Use:Rural0.112 miles
570
0.26Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
Buffer Rules in Effect
Project Description
None
No
None
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Water Supply III (WS-III)
Other Stream Classification:
Wetherill Engineering/Fred Smith Company Construction
City/Town:
919-851-8077
NCDOT - Hydraulics Unit Address:
Rougemont
919-707-6711
Durham
ac.
General Project Narrative:Replacement of Bridge #8 on SR 1602 (Bowen Road) over Flat River in Durham County. The existing bridge will be replaced with one 65' and two 70' spans, totaling 205' long
by 30' wide 24" cored slab structure. The existing ditches are being relocated to account for the fill slopes and will tie to existing roadside ditches. The existing ditches in close
proximity to the river had not been previously maintained; therefore, as maintenance improvement, the new ditches will redefine the section of ditch extending down to the
river. The proposed ditches are lateral V ditches with 2:1 front slopes and back slopes. Grass swale treatment was not applicable to this project due to the steep existing
terrain.
Typical Cross Section Description:
References
480
0.34
Average Daily Traffic (veh/hr/day):
ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Galen Cail, PE
Bridge Replacement
Raleigh, NC 27610
General Project Information
Address:
2/26/2014
559 Jones Franklin Road, Suite 164
1020 Birch Ridge Drive Raleigh, NC 27606
Project/TIP No.:
NCDOT Contact:
Project No.:SF - 310008
Contractor / Designer:
[e-mail]
Neuse
27-3-(1)
[e-mail]
2 @ 10' wide lanes with 1' full depth paved shoulders and side slopes that vary from 4:1
to 2:1. Lateral V ditches with 2:1 front slopes and back slopes.
2 @ 9.5' wide lanes with grass shoulders and side slopes that vary from 4:1 to 2:1 with
lateral ditches where necessary.
Neuse
NCDWQ Stream Index No.:
Supplemental:Nutrient Sensitive Waters (NSW)
Primary:
Flat River
(Version 1.2; Released September 2011)
SF - 310008 County(ies):Durham Page 2 of 2
Sheet
No.
Station
(From / To)
Feature
Impacted
Water / Wetland /
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Impairments
Type of
Impact
Existing
SCM
-L- 13+33 LT
-L- 13+67 LT
-L- 13+37 RT
-L- 13+68 RT
-L- 13+67 LT
-L- 13+86 LT
-L- 13+67 RT
-L- 13+89 RT
-L- 14+72 LT
-L- 15+17 LT
-L- 14+81 RT
-L- 15+18 RT
-L- 15+16 LT
-L- 15+27 LT
-L- 15+17 RT
-L- 15+33 RT
-L- 13+90
-L- 14+06
-L- 13+95
-L- 14+14
-L- 14+33
-L- 14+74
-L- 14+66
-L- 14+79
-L- 13+90
-L- 14+06
-L- 13+95
-L- 14+14
-L- 14+33
-L- 14+74
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
N/A None
None
N/A
NoneN/A
N/A
N/A None
None
None
None
N/A None
N/A None
N/A
N/A
Equalizer Pipes to be noted as a minimization of impacts.
References
Project/TIP No.:
* List all stream and surface water impact locations regardless of jurisdiction or size.
Project Environmental Summary
Buffer
4
Buffer
None Stabilization4StreamPerennial27-3-(1)
4 Excavation
None
Excavation
Excavation27-3-(1)
None Fill
None
Fill
27-3-(1)None Fill
Stream Perennial
Wetland Unknown
Unknown
Buffer
27-3-(1)
27-3-(1)Excavation
None
4 Wetland Unknown
4
Buffer
4
4 Neuse
4 Perennial
Buffer
Stream
Stream
Perennial
Stabilization
27-3-(1)None
Flat River
4
27-3-(1)
N/A27-3-(1)
Flat River
Flat River
Flat River N/A None
North Carolina Department of Transportation
Highway Stormwater Program
27-3-(1)None Excavation4
Excavation27-3-(1)
27-3-(1)
27-3-(1)
NoneFlat River
Proposed
SCM
None
N/A None
N/A None
N/A
None
Fill
Flat River
Flat River None
Stabilization
27-3-(1)
None
27-3-(1)
27-3-(1)
Wetland will be temporary impacted due to causeway construction. Proposed SCM's were not applicable to this project due to the steep existing terrain.
Description of Minimization of Impacts or Mitigation
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
None
Wetland4 WS-III, NSW
4
Neuse
Excavation
None Excavation
Buffer4
Neuse
Flat River
None
None
Buffer Neuse
Flat River
Flat River
Flat River
4 Neuse None
Buffer
N/A
Surface Water Impacts
4
Flat River
Flat River
Flat River
Flat River
Neuse
Neuse
Neuse
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW
WS-III, NSW