20140277 Ver 2_06_ROGERS Rd Sidewalk_Permit Wetland_170802_20170807

, , , North Carolina Department of Transportation ~
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,,, , Highway Stormwater Program � �`
STORMWATER MANAGEMENT PLAN `�=:���
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TiP No.: U-4726DD County ies): Orange Page 1 of 4
General Project Information
Project No.: U-4726DD Project Type: Sidewalk Date: 11/22/2013
NCDOT Contact: Donnie Huffines Contractor / Designer: Sungate Design Group, PA
Address: Highway Division 7 Address: g05 Jones Franklin Road
1584 Yanceyville Street Raleigh, NC 27606
Greensboro, NC 27415
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Carrboro County(ies): Orange
River Basin(s): Cape Fear CAMA County? No
Primary Receiving Water: UT Bolin Creek (Hogan Lake) NCDWQ Stream Index No.: 16-41-1-15-1-(0.5)
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Supply V(WS-V)
Supplemental: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
303(d) Impairments: None
Buffer Rules in Effect Jordan Lake
Project Description
Project Length (lin. Miles or feet): 5700 LF Surrounding Land Use: Rural, Residential
Proposed Project Existing Site
Project Built-Upon Area (ac.) 0.64 ac. 0.00 ac.
Typical Cross Section Description: 5' Concrete sidewalk with varying 3:1 and 4:1 cut/fill slopes. Area is not currently built upon.
Average Daily Traffic (veh/hr/day): Design/Future: 2600 Existing: 2600
General Project Narrative: This project consists of a proposed 5' wide sidewalk along Rogers Road (SR 1729). The primary receiving water for the project, UT Bolin Creek, is in the Jordan Lake
watershed, therefore, measures have been taken to reduce direct runoff into the buffers. Roadway runoff will be collected in catch basins and directed away from wetland
areas within the project boundaries. Impervious surfaces were kept at a minimum. The sidewalk is to be constructed with grassed swales between the road and the sidewalk
throughout the majority of the project. 2:1 fill slopes were utilized in order to minimize jurisdictional stream and wetland impacts.
References

j�r��Z�,,�,ay North Carolina Department of Transportation ;;''`�� �''�
srort�l�v�ter I
�.,, .��„ Highway Stormwater Program 9 .F%
STORMWATER MANAGEMENT PLAN ''��` .�''=��
(Version 1.2; Released September 2017) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: U-4726DD County ies : Orange Page 2 of 4
Project Environmental Summary
Surface Water Impacts
Sheet Station Feature Water / Wetland ! Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed
No. From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM
E1.07/E 29+36 -L- RT guffer Jordan Lake UT Bolin Creek (Hogan N�A 16-41-1-15-1- WS-V;NSW None Culvert N/A Swale
1.08 30+61 -L- RT Lake) (0.5)
E1.08 29+86 -L- RT Stream Perennial UT Bolin Creek (Hogan N/A 16-41-1-15-1-(0.5) WS-V;NSW None Culvert N/A Swale
Lake)
E1.08 29+86 -L- RT Wetland Unknown UT Bolin Creek (Hogan N/A 16-41-1-15-1-(0.5) WS-V;NSW None Fill N/A Swale
30+26 -L- RT Lake)
E1.15 66+90 -L- RT guffer Jordan Lake UT Bolin Creek (Hogan N/A 16-41-1-15-1-(0.5) WS-V;NSW None Culvert N/A Swale
67+g3 -L- RT Lake)
E1.15 67+35 -L- RT Stream Perennial UT Bolin Creek (Hogan N/A 16-41-1-15-1-(0.5) WS-V;NSW None Culvert N/A Swale
Lake)
E1.15 67+64 -L- RT Wetland Unknown UT Bolin Creek (Hogan N/A 16-41-1-15-1-(0.5) WS-V;NSW None Fill N/A Swale
68+46 -L- RT Lake)
' List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
References

�� j�,-��,�.ti,��y,w, North Carolina Department of Transportation ' `
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,,, ,,,.., Highway Stormwaier Program �=��
STORMWATER MANAGEMENT PLAN "���
ti::� � .
(Version 7.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: U-4726DD County(ies): Orange Page 3 of 4
Swales
Stream Drainage Recommended Actual Longitudinal Rock
Sheet Station Crossing Base Width Front Slope Back Slope Area Treatment Length Length Slope Q2 V2 Q10 V10 Checks
No. (From / To) 5tation (ft) (H:V) (H:V) (ac) (ft) (ft) (% (cfs) (fps (cfs) (fps) Used
E1.05 � 7+35 -L- RT N/A 0.0 4 3 0.11 11 65 2.43%
18+00 -L- RT 0.4 1.7 0.5 1.8 No
E1.05 � 8+07 -L- RT N/A 0.0 4 3 0.05 5 68 1.25% 0.2 1.1 0.2 1.1 No
18+75 -L- RT
E1.05 � 8+g5 -L- RT N/A 0.0 4 3 0.06 6 99 2.47% 0.2 1.4 2.5 1.5 No
19+94 -L- RT
E1.06 23+03 -L- RT N/A 0.0 4 3 0.19 19 183 3.86%
24+g6 -L- RT 0.7 2.0 0.9 2.4 No
E1.07 29+00 -L- RT N/A 0.0 4 3 0.07 7 83 1.04% 0.3 1.1 0.3 1.1 No
29+g3 -L- RT
E1.07/E 29+g3 -L- RT N/A 0.0 4 3 0.12 12 142 1.88°/a 0.4 1.5 0.4 1.5 No
1.08 31+25 -L- RT
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0
❑� YES ❑ No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1(March 2008), been met and verified? If No, provide
further explanantion of why design criteria was not met.
Additional Comments
Ditch from 11+90 -L- RT to 12+25 -L- RT was excluded due to % Grade > 4%; Ditch from 58+50 -L-
RT to 62+50 -L- RT was excluded due to velocity > 4 fUs; Ditch from 63+75 -L- RT to 64+75 -L- RT
was excluded due to treatment /= 100 ft/acre of DA;

'_ v\
North Carolina Department of Transportation ��
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� rQri7Zwti��ter �
, ,, .,� Highway Stormwater Program ,�=�
,���
STORMWATER MANAGEMENT PLAN .'°^�'
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: U-4726DD County(ies): Orange Page 4 of 4
Preformed Scour Holes and Energy Dissipators
Pipe/Structure
Sheet Energy Dissipator Drainage Area Dimensions Q10 V10
No. Station T pe Riprap Type (ac Conveyance Structure (in) (cfs) (fps)
E1.05 17+35 -L- RT Riprap Apron / Pad Class'6' 0.07 Pipe 15 0.2 2.0
E1.05 18+07 -L- RT Riprap Apron / Pad Class'B' 0.15 Pipe 15 0.6 2.6
E1.06 20+87 -L- RT Riprap Apron / Pad Class'B' 0.15 Pipe 15 0.6 2.4
E1.07 29+26 -L- RT Riprap Apron / Pad Class 'B' 0.64 Pipe 15 1.8 3.6
E1.15 63+77 -L- RT Riprap Apron / Pad Class'B' 0.21 Pipe 15 0.9 0.2
Q YES ❑ tvo Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC
14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met.
Additional Comments
' Keter to the NGUU I t3est Management Nractices I oolbox, Version 1(March "LUUti), NGUU I 5tandard Uetails, the retleral Highway Hdministration (I-HVVH) Hydraulic tngineenng Gircular No. 14 (HtG14),
Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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BEGIN PROJE�T
STA 11+61090
LOCATION: SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT
(NON-SYSTEM) AND SR 1777, HOMESTEAD RD
TYPE OF WORK: CONCRETE SIDEWALK, CONCRETE CURB AND
GUTTER, CONCRETE SIDEWALK, STORM
DRAINAGE, DRIVE APRONS
WETLAND AND SURFACE WATER IMPACTS PERMIT
CLEAKING ON THIS YROJ�CT SHALL BE Y�RFORMED
TO THE LIMITS ESTABLISHED BY METHOD II
C7.05
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G7.04 - 81.75
INDEX OF SHEETS
CONVCNTIONALPLANSHEETSYMBOLS
SURVEY CONTROL
STORM DRATNAGF. SCHF.DUI.F.
TYPICALS
GLIRB RAMP / ML"CAL HANllRAIL DliTAILS
RL'TAWING WALL D[TAILS
GENERALNOTES
PLAN/ PROFII.E
CROSS SECTIONS
STAGiNG ARE,4
TRAFPIC CONTROL UETAILS
TRACC'IC CC�NTROL OVCRALL
PAVLMENT MARKWGS
1=BEIZ OPTIC CONDUIT / PULL BOX LOCATIONS
LROSION CONTROI. UE'I�AiLS
SO[L STABILIZATION SUMMARY
CL6ARfi�1G AND CRUB61NC3
l FINAL EROSION CONTROL
DATE: MAY 17, 2017
END PROJECT
STA 68+62088
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GRAPHIC SCALES �E1IGN I�ATA P$�:O�ECT 1LE1\�CrTH Prepared in tne off�ce of: W. HENRY WELLS JR P. E.
PROJECT ENGINEER
N�,�o�� -�ANUARY ��,�� SUNGATE DESIGN GROUP P,A. -��
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STnNDARD SPLCIPICATION TOTAI. i,ENGTH OF TOWN OF i �r"'
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PROJECT RALEIGH NOR H CAROL N� 27808 ����� �� �
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SPECIFICATIONS, = t�-�%UO LF \II/ ENG FIRM LICENSE NO. G890 P.E. j "^t �- Y� }i:'
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UNLES5 ALL SIGNATURES COMPLETED Q
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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) (ft)
1 29+86 -L- 1@48" CSP < 0.01 < 0.01 9 13
2 29+86-30+26 -L- RT FILL < 0.01 < 0.01
3 67+35 -L- 2@54" CSP < 0.01 < 0.01 9 11
4 67+64-68+46 -L- RT FILL < 0.01 < 0.01
TOTALS*: < 0.01 < 0.01 < 0.01 < 0.01 18 24 0
*Rounded totals are sum of actual impacts
NOTES:
2016 09 09