20181530 Ver 2_401 Request Attachment_20210923

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Highway North Carolina Department of Transportation
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- � Highway Stormwater Program
STORM WATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 46016.1.1 TIP No.: B-5302 County(ies): Beaufort Page 1 of 2
General Project Information
WBS Element: 46016.1.1 TIP Number: B-5302 Project Type: Bridge Replacement Date: August 2021
NCDOT Contact: Jacquelyn Bowles,PE Contractor/Designer: KCI Technologies
Address: 1020 Birch Ridge Drive Address:4505 Falls of Neuse Road,Suite 400
Raleigh,NC 27610 Raleigh,NC 27609
Phone: [phone] Phone: [phone]
Email:[e-mail] Email:[e-mail]
City/Town: Washin ton,NC County(ies): Beaufort
River Basin(s): Tar-Pamlico I CAMA County? Yes
Wetlands within Project Limits? Yes
• Project Description
Project Length(lin.miles or feet): 2070 ft. Surrounding Land Use: Woods,Farmland and Rural Residential
j ME Proposed Project i _ Existing Site mll
Project Built-Upon Area(ac.) 3.4 ac. 3.2 ac.
Typical Cross Section Description: Four to five 12'paved travel lanes with 10"paved shoulders and Modified Shoulder Berm Four 12'paved travel lanes with 5'to 9'paved shoulders and 2'-6"Curb&Gutter.
Gutter.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 20273 Year:2039 Existing: 14909 Year: 2019
General Project Narrative: "Description of Currently Proposed Activities and Resulting Impacts":
(Description of Minimization of Water
Quality Impacts) Caton Construction group proposes to construct a temporary construction access road from STA 21+00 to STA 36+50 RT and temporary work pad areas adjacent to the bridge.
The temporary fill from the proposed access road will not exceed the lateral limits of the RT side permanent toe of fill at any point.The temporary access road fill will NOT result
in any additional temporary or permanent wetland impacts along the right side of the corridor.
Adjacent to the bridge,there are several areas proposed as temporary work areas for material staging and equipment staging for construction/placement of bridge beams and
other structural elements.Wetland areas will be hand cleared and protected with geotextile underlayment prior to placement of temporary non-erodible fill materials(demo
concrete,rock,riprap,etc.).Once construction activities are complete,all temporary fill material and geoxtextile underlayment will be removed.Wetland areas will be reforested
per conditions in the modified permit.All newly proposed temporary wetland impacts are collated as one impact area and presented as"Site 6".
There are previous impacts from both the roadway work and utility relocation work.These areas have been denoted with special hatching on the plans(permanent vs.
temporary)to demonstrate that the currently proposed impacts are not"double counted".Site 6 includes impacts to wetland areas in 3 of the 4 bridge quadrants.The proposed
temporary construction access and equipment staging activities will result in an additional 0.20 acres of temporary fill in wetlands and 0.00 acres of permanent wetland impacts.
There are no permanent or temporary stream/surface water impacts resulting from these proposed temporary construction activities.
Waterbody Information
Surface Water Body(1): Pamlico River NCDWR Stream Index No.: 29-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Class SC
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None
Impairments:
Aquatic T&E Species? Yes Comments: Red Wolf:may affect,not likely adversely,coord with USFWS re biological conclusion prior to construction authorization.
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (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 t)gi vdy North Carolina Department of Transportation
Sto t r ,at,,,„,,,, Highway
Highway Stormwater Program 0Ik
STORMWATER MANAGEMENT PLAN ^"
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 46016.1.1 TIP No.: B-5302 County(ies): Beaufort Page 2 of 2
Additional Waterbody Information
Surface Water Body(2): Taylor Creek NCDWR Stream Index No.: 29-6-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class SC
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None
Impairments:
Aquatic T&E Species? Yes Comments: Red Wolf:may affect,not likely adversely,coord with USFWS re biological conclusion prior to construction authorization.
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (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)

T TOTAL
STATE STATE PROJECT REFERENCE NO. NEE
See Sheet 1 A For Index of Sheets STATE
A T E OF
1�Y®RID °�1T�T C A R.O L 1T 1�YNo. a�ee=a
See Sheet 1B For Conventional Plan Sheet Symbols �` 1L d�1 ��` Lp L� del 1L��` N.C. B-5302 /15BPR.42
C See Sheet 1 C-1 Through 1C-2 5 / Itak 4For Survey Control Sheets
2�� /_ ` DIVISION ®� HIGHWAYS STATE PROI.NO. P.A.PROI..NO. DESCRIPTION
46016.1.1\ )
46016.2.1 BRNHPP-0017(127) PE RAN & (UB I53(025302)
IC ashin•ton
17 I 46016.3.2/15BPR.42 CONST.(B-5302)
Pitt County= ,„, `�" - BEA UFOR T COUNT Y
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1,1 LOCATION _ LOCATION: REPLACE BRIDGE NO. 3 OVER NORFOLK
oitk w• a SOUTHERN RAILROAD ON US 17 BUS.
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2�a � BRIDGE NO. 25 ON US 17 BUS. OVER PAMLICO RIVER
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C TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURES
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PERMIT DRAWINGS
VICINITY MAP /°1,
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} BEGIN TIP PROJECT B-5302
4
-,_ Eiii., BEGIN BRIDGE END BRIDGE 5
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END TIP PROJECT B-5302
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Prepared For: HYDRAULICS ENGINEER �oG"°°CA......
I V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS °� "�
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E ADT 2019 = 14,909 1000 Birch Ridge Dr.,Raleigh NC,27610 .l ap SEAL '
so 25 0 so 100 ADT 2039 = 20,27338697 ®ere
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PLANS KCI Pnaoel9191�s3-921a
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LENGTH STRUCTURES TIP PROJECT B-5302 = 0.047 mile SIGNATURE: 7
050 25 0 50 100 = o * 2018 STANDARD SPECIFICATIONS II �
o T $ /� I TOTAL LENGTH TIP PROJECT B-5302 = 0.392 mile ROADWAY DESIGN , cAx'?,,
V = 60 MPH RIGHT OF WAY DATE: r'.•••sii,•••ff% ��
C V. MARCUS LOWERY, PE
N7L PROFILE (HORIZONTAL) * TTST=4% DUAL MAY 22 2017 ENGINEER r ., "r,-% 'T. �� V
/ O PROJECT ENGINEER : SEAL p I®
ci."C 10 5 0 10 20 FUNC CLASS = DAVID STUTTS, PE G, 027418 . ®� 8����
o-8o `'I.. RURAL MINOR ARTERIAL LETTING DATE: "GINE'.•:`�,�
°E NCDOT CONTACT
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
I Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in I 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)
6 L 27+38 to 30+79 Temporary Work Pads I 0.20
TOTALS*: 0.20 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
August 2021
BEAUFORT COUNTY
B-5302 TEMP. CONST. ACCESS &WORK AREAS
46016.1.1
Revised 2018 Feb SHEET 7 OF 7