20190270 Ver 1_09b_C-4928_Permit Drawings_(2019-03-04)_20190304

Hl hW�l North Carolina Department of Transportation
�Stormwater
,,,,,,.,,.� Highway Stormwater Program �^
STORMWATER MANAGEMENT PLAN --
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: SR-1317 TIP No.: C-4928 County(ies): Durham Page 1 of 3
General Project Information
WBS Element: SR-1317 TIP Number: C-4928 Pro"ect T e: Roadwa Widenin Date: 3/4/2019
NCDOT Contact: Chris Murra , PWS/Pro'ect En ineer Contractor / Desi ner: Kimle -Horn
Address: NCDOT Hydraulics Address: 421 Fatteville Street
2612 North Duke Street Suite 600
Durham, NC 27704 Ralei h, NC 27601
Phone: [phone] Phone: [phone]
Email: cmurra ncdot. ov Email: derrick.turner kimle -horn.com
Cit /Town: Durham Count ies : Durham
River Basin s: Ca e Fear CAMA County? No
Wetlands within Project Limits? No
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 1.60 Surroundin Land Use: Commercial and residential use.
Pro osed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 6.4 ac. 7.4 ac.
Typical Cross Section Description: For -L-Morreene Road: 2@ 11' Lanes (1 each way) with curb and gutter; 5' bike lane. For -L- Morreene Road: 2@ 11' Lanes (1 each way) with no shoulder.
Retain bridge over US-501 Bridge over US-501
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 34,100 Year: 2030 Existin : 14,800 Year: 2004
General Project Narrative: This is a Division 5 managed project. Existing drainage patterns to be maintained to the best extent practical. Drainage systems sized with future development taken into
(Description of Minimization of Water account. The following items were incorporated for the Minimization of water quality Impacts:
Quality Impacts) - Alignment was designed to minimize stream crossing impacts.
- 2:1 Slopes were used to reduce structure length and limit wetland impacts.
- Grassed swales utilized to the maximum extent practical.
- System retained to the maximum extent practical.
Waterbod Information
Surface Water Bod 1: Mud Creek NCDWR Stream Index No.: 16-41-1-10
NCDWR Surface Water Classification for Water Body Primar Classification: Water Su I V WS-V
Su lemental Classification: Nutrient Sensitive Waters NSW
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: Jordan Lake
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No
Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

I li hW� North Carolina Department of Transportation �
�Stormwater I�
�
,� „<.,, Highway Stormwater Program �.;.Ti��
STORMWATER MANAGEMENT PLAN �"��< �°�`�"�
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: SR-1317 TIP No.: C-4928 Count ies : Durham Pa e 2 of 3
Additional Waterbod Information
Surface Water Bod 2: Sand Creek NCDWR Stream Index No.: 16-41-1-11
NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I V WS-V
Su lemental Classification: Nutrient Sensitive Waters NSW
Other Stream Classification: None
Im airments: None
A uatic T8E S ecies? Comments:
NRTR Stream ID: Sand Creek Buffer Rules in Effect: Jordan Lake
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No
Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

Hl hwcl North Carolina Department of Transportation ���
�Stormwater ''� j
, ,,,�.,�,,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN --'
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: SR-1317 TIP No.: C-4928 County(ies): Durham Page 3 of 3
Swales
Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules?
4 19+00 -L- RT Mud Creek 0.0 3.0 3.0 0.6 55 113 1.43% 1.4 1.9 1.8 2.1 No No
20+13 -L- RT
5 21+00 -L- RT Mud Creek 0.0 3.0 3.0 0.1 9 40 0.90% 0.1 0.9 0.2 0.9 No No
21 +40 -L- RT
5 22+10 -L- RT Mud Creek 0.0 3.0 3.0 0.1 8 40 0.52% 0.2 0.8 0.2 0.8 No No
22+50 -L- RT
6 33+40 -L- RT Mud Creek 0.0 3.0 3.0 0.3 31 60 2.08% 0.6 1.8 0.7 1.9 No No
34+00 -L- RT
6 36+15 -L- LT Mud Creek 0.0 3.0 3.0 0.5 52 110 0.91% 0.8 1.4 1.0 1.5 No No
37+25 -L- LT
6 37+25 -L- RT Mud Creek 0.0 3.0 3.0 0.4 36 75 2.60% 0.7 1.4 0.7 2.0 No No
38+00 -L- RT
6 38+00 -L- RT Mud Creek 0.0 3.0 3.0 0.4 36 75 2.60% 0.7 2.0 0.7 1.9 No No
38+75 -L- RT
� 46+00 -L- RT Mud Creek 0.0 3.0 3.0 0.3 27 100 2.25% 0.4 1.7 0.6 1.7 No No
47+00 -L- RT
� 47+00 -L- RT Mud Creek 0.0 3.0 3.0 0.3 25 65 2.02% 0.4 1.6 0.5 1.7 No No
47+65 -L- RT
� 48+50 -L- RT Mud Creek 0.0 3.0 3.0 0.7 66 100 1.06% 1.3 1.7 1.7 1.8 No No
49+50 -L- RT
� 50+56 -L- LT Mud Creek 0.0 3.0 3.0 1.0 100 0.50% 2.8 1.5 3.6 1.7 No No
50+56 -L- LT
9 69+50 -L- RT Sandy Creek 0.0 3.0 3.0 0.1 13 100 2.00% 0.2 1.3 0.2 1.4 No No
70+50 -L- RT
9 71+50 -L- RT Sandy Creek 0.0 3.0 3.0 0.5 50 70 0.50% 1.3 1.3 1.7 1.4 No No
72+20 -L- RT
10 �5+50 -L- LT Sandy Creek 0.0 3.0 3.0 0.2 20 50 3.20% 0.3 1.7 0.4 1.8 No No
76+00 -L- LT
Additional Comments

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CI T Y OF D URHAM
MORREENE ROAD ( SR 1317 ) BI KE LANES
v�c�N��' M�
E: Nor ro scA�
-L- POT Sta. 12+10.00
OWNER:
CIN OF DURHAM
107 CITV HALL PLAZA
SUITE 3100
DURHAM, NC 27701
ALLISON MOLLESON, E.I.T.
919.560.4326 EXT. 30296
al lison. molleson@durham nc.gov
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET
SUITE 1500
DURHAM, NC 27701
CATHERINE M. KENNEDY, P.E.
918.678.4139
cathy. kennedy@kim ley-horn.com
SURVEYOR:
CH ENGWEERING, PLLC
3220 GLEN ROYAL ROAD
RALEIGH, NC 27617
JEFF MUNN, PLS
919256b469
[e-mail]
GEOTECHNICAL:
FALCON ENGINEERING, INC.
1210 TRINITY ROAD
SUITE 110
RALEIGH, NC 27607
CHRISTOPHER V. NORVILLE, P.E.
919.871.0800
cnorville@falconengi neering. com
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CITY MANAGER
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FROM NEAL ROAD TO SR 1320 (ERWIN ROAD)
TI P PROJ ECT: C-492 8
CITY PROJECT: SW-47D
INETLAND AND STREAM
PERMIT PACKAGE
MARCH 4, 2019
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300 WEST MORGAN ST., SUITE I500, DURHAM, NC, 2770 I
PHONEe (9 19) 682-3583 Pe No.F-oioz
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CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
EN�'NEER'N� °ATE STEVE SCHEWEL
STORM WATER DATE
TRANSPORTATION DATE
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� � 2� Pl1BLIC WORKS DEPARTMENT
�� APPROVED
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.-CLASS�IRIP RAP ON BANKS (�, �� STORM WATER DATE
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D8i �+�1�� EGl SP AL D� CH G/t -L- STA 4i+i5
ti �+�qpOY. �-- BEGI SP£CIAL ELEV = 3/665' -L- STA 40+75 ELEV = 38830' -
GI P£C/ � - / CH R L � � ELEy = 387D7 � i
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-�� � � � � CH R L � „ �"� -L- STA .i8+75
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-L- STA 34 75 w
� E[EV = 365.00'
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32 33 34 35 36 37 38 39 40 41 42
PREPAREU IN THE OFFIGE OF:
H RIZ PRo�ECT:
zo�
REV�� REV���� ��'E �p�wNeY ��E�ttE�eY �I�I� >>> Horn PLAN/PROFILE SHEETS MORREENE ROAD (SR 1317) BIKE LANES
� m�s aoo�me�t, roeetne� witn ina oo�oaPts a�a aasig�s orase�raa nere��, as a� i�str�me�r o ser�i�e. �s � VERT
W Intended only for the speciflc purpose and cllent for whlch It was preparetl. Reuse of and irciproper 5 � 10
� rElianC2 On thiS dOCUm2nt withOUt w�ittEn QUthOriZatiOn and adOptiOn b Kiml2 HOrn and ASSOCiatBS, InC. � JOB NUuOEP: SHEEi NUMBEP:
Q snauba wi+no�t nabnrty to Kimiay-Horr, a�a assootatas,i�o. y y 300 WEST MORGAN STREET, SUITE I500, DURHAM, NC, 27701
� coovr�ent K�miay-Hor� a�d nssomatas.i��..zois PHONEe (9 19) 682-3583 PE No.F-oioz 0 i i494 i00 6

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' � � I � � _,. ! � / � REMOVE 16 � 54„ � . � � � � ' . � ,i SPEGIAL GU�T DITC�H ' � � ' - �io�p � � � / - / �
�6EE DETAI} MSHEET 2D-1 , \ �
' �- I . � � � � � � � I , � � � / / � LL. �' - 'Z� � SPECIWL NT DITCH
, �.)"� � � , \ � � ^� , ' � / � l�]b1 SEE CIETAIL 4i$HEET 20.1 CITY OF DURHAM
� � � 1 � � � Q,� � Pl1BLIC WORKS DEPARTMENT
� �
� � 1 I -. ! � � �` �� �� � � � � �� � APPROVED
\
� � � V � � 1 � � �� ENGWEERING DATE
' � ) � , � ,1 � � � -CLA55�1 RIP RAP ON BANKS (�, � � : STORM WATER DATE
� .��.CLASS RIP RAP COUNTERSUNK �II` �� � TRANSPORTATION DATE
I �'SUPPL�ENT WITH CLASS B TO � 1 I .
�I �E6T B�t�ON5A5 NeCeSSnkv SITE 2- IMPACT ZOOM-W .. � �., DATE
EST 12 ISY GFD (SCALE 1" = SO') � � . � ..
i SEE SH�`ET 2D-LDETAIL 7 . , .. �� . ' �
410
400
390
380
370
360
Fa
� 350
i- ---
I
t
32
-L- STA 33+IX
ELEy = 37200'
�= � L
v
----
�-13.i5j -' _ " "I-�2 ' -
D8% ---
� �+kA_�1Y. � - -
� �
P � 54" RCP �
� DITCH CR RT
-C- STA 34+00
ti �� ELEV = .i6925' Q'R
� BEGI SPECIAL �' °
i W D/rCH G E LT �
-L- STA 34+75
E[EV = 365.00'
-�- �i
E�.EV =
_ �� � ' "(?)Z00%-�---'_ _ _
= - (�72b0% - _ _ _ _t+�5� - -
- - - f-X13%� - - - - - - - -�r1133Y. E 0 SPECiAL
T CRO�'N POINT CH R L
EGl SP AL -L- STA 39f00
/ CH R � BEGI SP£CIAL � ELEV = 37665'
-L- STA 36+�5 �` �
E[EV ' 3/250' -L- STA 37+25 * �
N� E�£y = 37430'
N P I
YAL .. -L - � 0/ CH GR E RT
� � �� � �� -L- STA .i8+75
35+85 � � - . ELEV = �75'
�050'
�W
3 3 3 4 3 5 3 6 3 7 3 8 3 9
PREPAREU IN THE OFFIGE OF:
acv. o., aEv:sioN, on*c: oanwN er: accxco ar: • >�
� Th�s ao��me�t. ro ethe� w�th iha �o��aPt= a�d das� �s orase�rad here��. as a� ��str�me�t o se . �s Ki m I e> H o r n
r9 o e v
W Intended only fo the speciflc purpose and cllent f r whlch It was preparetl. Reuse of and irciproper
� reliance on this document without wrltten Quthorization and adoptlon b Kimle Horn and Associates, Inc.
Q snauba wi+no�t nabnrty to Kimiay-Horr, a�a assootatas,i�o y y 300 WEST MORGAN STREET, SUITE I500, DURHAM, NC, 27701
� coovr�ent K�miay-Hor� a�d nssomatas.i��..zois � PHONEe [phone] PE No.F-oioz
PLAN/PROFILE SHEETS
- RT CROWN PO/N7
410
400
390
E o s�ci.ac 380
0/TCH G E T
BEGI SPEC/AC -L- STA 4i+5p
i Cif R R E[EV = 389.42
-L- STA 39+9�?
ELEV = 38365' Gl SPEC/ 370
SP l CH R R
D� CH G/t -L- STA 4�+�5
-L- STA 40+75 ELEV = 38830'
ELEy = 387D7 �� i
� '�, 360
i ;_ , ., ._� __.� �, . �-"— ' � i
� � ' ' 350
40 41 42
HORIZ PRo�ECT:
20�
MORREENE ROAD (SR 1317) BIKE LANES
VERT
5 0 10
JOB NUuOEP: SNEE1 NUMBEF:
011494100 I 6

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (tt)
1 34+68 to 34+91 -L- 48" PIPE < 0.01 < 0.01 16 11
2 35+80 -L- 54" PIPE < 0.01 13
35+80 -L- CHANNEL IMPROVEMENTS < 0.01 < 0.01 10 5
TOTALS*: < 0.01 < 0.01 39 16 0
*Rounded totals are sum of actual impacts
�[����•yi
2018 Feb