HomeMy WebLinkAbout20180514 Ver 1_Permit Drawings_20180411�-���������jY North Carolina Department of Transportation \
St01111wdteY Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN --
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.6.R.106 TIP No.: 17BP.6.R.106 County(ies): Robeson Page 1 of 1
Generel Project Information
WBS Element: 17BP.6.R.106 TIP Number: 17BP.6.R.106 Pro'ect T pe: Brid e Replacement Date: 12/11/2017
NCDOT Contact: Jon Moore, P.E. Contractor I Designer: Dan Duffield, P.E.
Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services
1020 Birch Ridge Drive 100 East Six Forks Road, Suite 300
Ralei h, NC 27609
Phone: 919 707-6608 Phone: 919 322-0115
Email: 'Imoore6 ncdot. ov Email: dan.duffield summitde.net
Cit /Town: Pembroke Count ies : Robeson
River Basin s: Lumber CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro�ect Len th lin. miles or feet : 750 LF Surroundin Land Use: Rural Area with Agricultural or Residential Land Uses
Pro osed Pro'ect Existin Site
Project Built-Upon Area (ac. 0.52 ac. 0.44 ac.
Typical Cross Section Description: 2 lane road with 12' travel lanes and 5' paved shoulder with total bridge length of 135 ft 2 lane road with 13' travel lanes and 4' grass shoulders with a total bridge length of 122
and width of 33 ft. ft made up of three spans 1@21', 4@20', 1@21' and width of 31.3 ft
Annual Avg Daily Treffic (veh/hrlday): Design/Future: 390 Year: 2017 Existing: Less Than 390 Year:
Generel Project Narretive: State Project 176P.6.R.106 involves the replacement of NCDOT Bridge 770028 on NC 83 over Leith Creek. The existing structure is a reinforced concrete deck on I-Beams
(Description of Minimization of Water with a sufficiency rating of 54.33. The proposed structure will be a 2@40', 1@55' 24" concrete cored slab bridge with 2'-6" caps. The proposed bridge is in FEMA Zone AE as
Quality Impacts) shown on the DFIRM Map 3710836000J and is included in a"Limited" study. The proposed bridge will maintain the existing level of service. To reduce impacts for the proposed
roadway grade to tie quicker, a vertical crest was placed on the bridge. In doing so, four outlets for the bridge deck drainage are used to facilitate spread for safety. Rip Rap
outlet pads will be utilized to dissipate the flow and minimize erosion at these outlets. Replacement in place will minimize disturbance in the surrounding wetland areas and
stream crossing. No ditches were replaced and the roadway embankment has grassy fill slopes.
Waterbod Information
Surface Water Body 1: Leith Creek NCDWR Stream Index No.: 14-33
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Su lemental Classification: Swam Waters Sw
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Leith Creek Buffer Rules in Effect: N/A
Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator 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)
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See Sheet � A For I ndex of Sheets
See Sheet � B For Conventi onal Symbols
See Sheet � C For Survey Control Sheet
• DETOUR ROUTE
r� SR > > o0
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so�rH CAR
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ER
BEGIN PROJECT
-L- STA. 13 + 00.00
����� � � ��� ��� ��� ��
�� ��� �� (�J�� ���� ���
LOCATI01�: BRIDGE 11t0. 770028 011t 1�.0 83
O T�ER LEITH CREEl�
TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI11lG, A1�D STR UCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE
-L- STA. 16 + 02 .2 5
,,J
LEITH CREEK
END BRIDGE
-L- STA. 17 + 39.75
,;
NC GRID
NA� 83 NA 2011
P E RMIT D RAW I N G
SHEET 1 OF 6
END PROJECT
-L- STA. 20 + 50.00
TO US 501
�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepored in the Offlce of: HYDRAULICS E111GI11tEER
GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH 504 Meadowland Drive
Hillsborough, NC 27278-8551
ADT 2 017 = 610 Voice: (919) 732-3883
50 25 0 50 ��0 Fax: (919) 732-6776 �O�
T= 7/o LE N GTH ROADWAY PROJ ECT = 0.116 MI LES DESIGN AND ENGINEERING SERVICES www.summitde.net � o� p�y q
0 * FIRM NO. P-0339 � (�e
2012 STANDARD SPECIFICATIONS '�s '��o
PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.026 MILES � ��
P.E.
50 25 0 50 l00 TOTAL LENGTH PROJECT = 0.142 MILES SIGNATURE: � �
* TTST = 3% DUAL 4% RIGHT OF WAY DATE: TRACY N. PARROTT, PE � o
J U LY 18 � 2 O� 7 PROJECT ENGINEER ROADWAY DESIG11t
E1VGI11tEER �
�
PROFILE (HORIZONTAL) ���� oQ��
FUNC CLASS = o,� ��Q��Q
10 5 0 10 20 MAJOR COLLECTOR 11�CDOT C�11tTACT: VIRGINIA MABRY LETTI11tG DATE: BRANDON W. JOHNSON, PE
MANAGER, PRIORITY PROJECTS UNIT J U LY 18, Z O� 7 I'ROJECT DESIGN E11iGINEER
PROFILE (VERTICAL) REGIONAL TIER PE
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WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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 13+50 TO 16+17 Roadwa < 0.01 < 0.01 < 0.01 0.03
1 13+44 TO 16+74 Roadwa 0.02 < 0.01 < 0.01 0.06
1 17+20 TO 20+13 Roadwa 0.04 0.01 < 0.01 0.03
1 17+25 TO 18+59 Roadwa < 0.01 < 0.01 < 0.01 0.02
TOTALS": 0.08 0.03 < 0.01 0.14 0 0 0
"Rounded totals are sum of actual impacts
NOTES: Total Excavation in Wetland Impact Areas = 227 SF
Fill in Wetland (13+50 to 16+17) = 327 SF
Fill in Wetland (17+25 to 18+59) = 414 SF
0.03 acre Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures
End Bents =(1.16 ft x 1.16 ft) = 1.34 SF x 6 piles = 8.1 SF total for each bent.