HomeMy WebLinkAbout20190104 Ver 1_B-4916 permit drawings_20190123� a-:. :y.
i 1i�;h��r�l�T North Carolina Department of Transportation ��
:Sti]T�174Y:��' Highway Stormwater Program y
STORMWATER MANAGEMENT PLAN �`"` „''�F
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(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40089.1.2 TIP No.: B-4916 County(ies): Bertie Page 1 of 3
General Project Information
WBS Element: 40089.1.2 TIP Number: B-4916 Pro'ect T pe: Brid e Re lacement Date: Jan 2019
NCDOT Contact: Dan Du�eld, PE Contractor / Desi ner: Leah Youn , PE
Address: 1020 Birch Ridge Dr Address: 4505 Falls of Neuse Road
Raleigh, NC Suite 400
27610 Ralei h, NC 27609
Phone: 919 707-6611 Phone: 919 783-9214
Email: dcduffield ncdot. ov Email: Leah.Youn kci.com
Cit /Town: N/A Count ies : Bertie
River Basin s: Chowan CAMA Count ? Yes
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 0.152 miles Surroundin Land Use: ForesUAgriculture/Swamp
Pro osed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.8 ac. 0.6 ac.
Typical Cross Section Description: -L- STA. 10+86.50 TO STA. 11+50.00 and -L- STA. 19+70.00 TO STA. 20+33.50 have 21' paved roadway with 3' paved shoulder
11-12' lanes at existing slope, while -L- STA. 11+50.00 TO STA. 15+17.10 and -L- STA.
16+02.10 TO STA. 19+70.00 have 12' lanes and 8' shoulders. The bridge section (L-
STA. 15+17.14 TO STA. 16+02.14) has 12' lanes with 8' shoulders with TL-3 guardrail
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 5400 Year: 2040 Existin : 3700 Year: 2015
General Project Narrative: The project will replace Bertie County Bridge #57 and its approaches. The proposed replacement is 85' long with a clear roadway width of 40'. This structure provides 2- 12'
(Description of Minimization of Water travel lanes with 8' shoulders. The proposed bridge will have 1.5:1 abutments and 4' caps at the end bents. Placement and construction of the proposed bridge end bents, caps
Quality Impacts) and associated roadway fill will result in both temporary and permanent wetland impact. There will be a permanent channel change located upstream LOB of the existing bridge.
An on-site detour bridge will be built before construction of the proposed structure. We will use reforestation to restore areas of temporary wetland impacts.
There are wetlands within the proposed project limits. Fill activities will result in 0.04 AC of permanent fill in wetlands and 0.10 AC of temporary fill in wetlands. Wetland impacts
have been minimized by steepening fill slopes where appropriate. There will be a permanent channel change that will result in 0.02 AC of permanent fill in wetlands impacts at -
L- STA 13+69 RT to 15+36 RT. The total project impacts will result in 0.04 AC of permanent fill in wetlands, 0.10 AC of temporary fill in wetlands, 0.02 AC of permanent
excavation in wetlands, 0.21 AC of temporary excavation in wetlands, and 0.01 AC of temporary surface water impacts. Riparian buffer rules do not apply for the Chowan River
Basin.
STORMWATER CONTROLS: The proposed bridge project does not utilize deck drains. The deck runoff on the left (west) side of the bridge discharges to through an
inleUpipe system to an existing ditch. The ditch terminates just prior to a wetland at the existing wetland elevation. Flow from the ditch enters the wetland at with non-erosive
velocities. The deck runoff on the right (east) side of the bridge discharges to through an inleUpipe system to an existing vegetated base ditch with 3:1 or flatter side slopes. The
riprap pad discharges just outside of the wetland and flow enters the wetland at non-erosive velocities. The drainage area to each ditch does not change from existing to
proposed conditions. The entire length of the proposed left side (west) ditch is being claimed for treatment and are listed as such on the "Swales" summary sheet. Roadway
runoff is treated via vegetated roadway shoulders and existing/proposed vegetated swales prior to entering the stream.
_ ,�' _ �
Surface Water Body (1): Quioccosin Swamp NCDWR Stream Index No.: 25-14-1-6-2
2 Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: None
Aquatic T$E Species? No Comments: N/A
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? 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)
E{' �ryr�'}� North Carolina Department of Transportation �`
��S�C]TIT1aM�"�'.. ��e
-- -- ,,.,,,., Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN - �
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40089.1.2 TIP No.: B-4916 Count ies : Bertie Pa e 2 of 3
Swales
Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/
No. Pro'ects Water Bod ft H:7 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules?
4A -DET-12+75.00RT (1)Quioccosin 3.0 3.0 3.0 6.2 620 125 1.18% 9.9 2.8 12.9 3.0 No No
-DET- 14+00.00 RT Swamp
4A -DET-I4+OO.00RT (1)Quioccosin 3.0 3.0 3.0 6.2 620 40 0.50% 9.9 2.1 12.9 2.2 No No
-DET- 14+40.00 RT Swamp
4 -L- 18+19.65 LT (1)Quioccosin 2 0 3.0 3.0 2.1 210 130 0.30 % 4.9 1.4 6.4 1.5 Yes No
-L- 19+50.00 LT Swamp
4 -L- 19+50.00 LT (1)Quioccosin 2 0 3.0 3.0 2.1 210 50 4.17% 4.9 3.8 6.4 4.0 Yes No
-L-20+0O.00LT Swamp
4 -L- 18+00.00 RT (1)Quioccosin 0.0 3.0 3.0 0.7 70 150 1.01 % 2.0 0.8 2.6 2.0 No No
-L- 20+00.00 RT Swamp
Additional Comments
L-li�llVVa North Carolina Department of Transportation
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'-�"�-�-�'����' Highway Stormwater Program - '
`�: �.,..,��
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: B-4916 Count ies : Bertie Pa e 3 of 3
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules?
4 -L- STA 14+g5 LT (1)Quioccosin Riprap Pad at Outlet Class'B' 0.03 Pipe 15 0.3 1.0 N/A
Swamp
4 -L- STA 16+34 LT (1)Quioccosin Riprap Pad at Outlet Class'B' 0.04 Pipe 15 0.4 1.7 N/A
Swamp
Additional Comments
* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
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See Sheet 9-A For Index of Sheets
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BER TIE CO U1�lTY
PERMIT DRAWING
SHEET 1 OF 24
LOCATION: REPLACE BRIDGE 11I0. 57. OVER QUIOCCOSI11l
SWAMP ON US 13
TYPE OF WORK: GRADING, PAVI11lG, DRAIIVAGE AND STRUCTURE
WETLAND AND SURFACE WATER
IMPACTS PERMIT
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THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
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DOCUMENT NOT CONSIDERED FINAL
UNLEB$ ALL SIGNATURES COMPLETEO
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�e �ed ln tl� OffJce of: Plons Pre red For: HYDRAULICS ENGINEER
�xc� nsso��a�es oeN.c.. P.A. DIVISION OF HIGHWAYS
4505 Falls of Ncusc Road, Suire 400
A�T 2��5 = 37�� u(�T enoue(9i9j�si�9z�a 1000 Bircli Rtdge Dr.
5� 25 � 50 ��0 1'v1 Fex(919)783-9266 Raleigll I�C, 2%6%� ���p
ADT 2040 = 5400 LENGTH OF ROADWAY TIP PROJECT B-4916 = .163 MILES ��N ���m �� o� �`��g
K = 9% 2012 STANDARD SPECIFICATIONS a@ �o
PLANS LENGTH OF STRUCTURE TIP PROJECT B-4916 = .016 MILES DEWAYNE L. SYKES, P.E. ;� �
D= 55 % RIGHT OF WAYDATE: pROJECTENGINEER PE' o s�
50 25 0 50 100 T— 17 %* TOTAL LENGTH OF TIP PROJECT B-4916 = .179 MILES s�cNar�xs: � �
V = 60 MPH ROADWAYDESIGN �'�, �
LETTINGDATE: BRYAN E. HOUGH, P.E. ENGINEER �H�?!?o�, �� ��
PROFILE (HORIZONTAL) * TTST =6% DUAL 11% reorscrnEsrcrvErvc,rveee =°Q�E`SS'°�•� �p o�'
10 5 0 10 2p FUNC CLASS = APRIL 20� ?O��I i 36853 ' �� p����p
MINOR ARTERIAL DAVID STUTTS, PE �� �'"�''�
PROFILE (VERTICAL) REGIONAL TIER 1VCDOT CONTACT: s,crvnrUnE: qN E. �°�'
STRUCTURES MANAGEMENT ONlT P•E•
BEGIN TlP PROJECT B-49/6 '' ''
—L — ST Ae l0 +86,50 z
BEG/N BRIDGE o� END Bf?IDGE
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IN WETLAND
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�DENOTES IMPACTS IN
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�DENOTES TEMPORARY
IMPAQS IN SURFACE WATER
DENOTES TEMPORARY
FILL IN WETLAND
DENOTES TEMPORARY
� EXCAVATION IN WETLAND
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PERMIT DRAWING
SHEET 2 OF 24
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CLASS II RIPRAP
TO ELEV.33.6'
EST.225 TONS
E57.260 SY GT
Q10 = 0.3 cFs
V10= 1.0 Ws-
@ END OF PAD
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PROJECT REFERENCE NO. SHEET NO.
8-49/6 4
RNJ SHEET NO.1
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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UNLESS ALL SIGNATURES COMPLETED
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DETAIL 1 DETAIL 2
SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH
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e.e��a a. 3'> °� sioae N f r I 3'� y�e� Slope
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� Min. D= 1.0 Ft. Min. D= 7.0 R.
B= 7 Ft.
FROM -L- STA. 18+00.00 TO STA. 20+00.00 RT
FROM -L- STA. 18+19.65 TO STA. 20+00.00 LT
DETAIL 3 (FROM SHEET 4A)
PERMANENT CHANNEL CHANGE
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�.^•� B= 3 F.
6= 2.0 Ft.
. FROM -DET- STA. 72+75.00 TO STA. 14+40.00 RT
50' 0' 50' 100'
2 5'
FOR —L— PROFILE SEE SHEET 5
FOR DETOUR SEE SHEET 4A
PROJECT REFERENCE NO. SHEET NO.
8-49/6 4
RNJ SHEET NO.1
' - PERMIT DRAWING
- �� � � �� � i ROADWAY DESIGN HYDRAULICS
w . ' ENGINEER ENGINEER
� DENONE WETL4NDTION _ S H E ET 3 O F 2 4 �,qR •
'�O��N SS%O(� .
p DENOTES FILL IN � �� � ;°� �SEAL �� �
. � WETLAND - .. a� 9�i
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DENOTES IMPACTS IN �7. •., � '
SURFACE WATER � .��/�/� ; N�`
�DENOTES TEMPORARY �PO � .
IMPAQS IN SURFACE WATER �
�DENOTES 7EnaPOR.4RY �s i���. DOCUMENT NOT CONSIDERED FINAL
FILL IN WETLnND . ti ����- << UNLESS ALL SIGNATURES COMPLETED
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�° / � @ END OF CHANNEL CHANGE � � �
� �� � � Min. D= 1.0 Ft. Min. D= 7.0 R.
� B= 7 Ft.
s� �
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� DETAIL 3 (FROM SHEET 4A) �
Q- ��Q�q � � �' � � ' � . PERMANENT CHANNEL CHANGE � -- c`2,
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� BEGIN BR/DGE END APPROACH SLAB NOTE: G����d �:� ���` ���� si°va � -
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� � I I M'n. D= 1.0 H.
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o ` 6= 2.0 FL ��- ^ �
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w TYPE �77 TYPE B-7 � . ,
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�� BEGIN APPROACH SLAB END BR/DGE FOR -L- PROFILE SEE SHEET 5
=_ -�- a.ia+ . -�- ai +✓o FOR DETOUR SEE SHEET 4A
� RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (I" = 50')
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4505 Falls of Neuse Road, Suite
Raleigh, NC 27609
K� � Phone (919) 783-9214
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PERMIT DRAWING
SHEET 4 OF 24
PROJECT REFERENCE NO. SHEET NO.
8-49/6 PRM-4
ENGINEER ENGINEER
BNC�NgI�]L]E ]E ]�]L.�NS
OO NOT USE FOR 6 W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IMPACTS LEGEND
DENOTES TEMPORARY
FILL IN WETLAND
F F DENOTES FILL IN
WETLAND
DENOTES TEMPORARY
EXCAVATION IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
300'
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ENGINEER
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� KCI Associates of N.C., P.A.
4505 Falls of Neuse Road, Suite
Raleigh, NC 27609
K� � Phone (919) 783-9214
�,��p �rwww k�� ��„ Fax (919) 783-9266
PERMIT DRAWING
SHEET 7 OF 24
SITE 3 SITE 2
SEE DETAIL 5
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TEMP. 15" PIPE �
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IMPACTS LEGEND
PROJECT REFERENCE NO. SHEET NO.
8-49/6 PRM-7
:OADWAY DESIGN HYDRAULIC$
ENGINEER ENGINEER
BNC�NgI�]L]E ]E ]�]L.�NS
OO NOT USE FOR 6 W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE
DENOTES TEMPORARY DENOTES EXCAVATION
FILL IN WETLAND IN WETLAND
F F DENOTES FILL IN DENOTES IMPACTS IN
WETLAND SURFACE WATER
DENOTES TEMPORARY DENOTES TEMPORARY
EXCAVATION IN IMPACTS IN SURFACE WATER
WETLAND
ID 100' 0' 100' 200'
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SEE DETAIL 5 E E E�
EST 90 SY MATTING TF
300'
SHEET NO.
SHEET NO.
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SHEET NO.
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SHEET NO.
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WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Temp. Hand Existing Existing
Permanent Temp. Excavation Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
-L- 11+38 LT TO 12+04 LT WETLAND FILL, < 0.01
� EXCAVATION DUE TO
-L- 11+50 RT TO 15+36 RT ROADWAY, & PERMANENT 0.03 0.04 0.01 0.15
STREAM RELOCATION
WETLAND FILL & < 0.01 < 0.01 < 0.01
2 -L- 15+81 LT TO 16+26 LT EXCAVATION DUE TO
ROADWAY
BRIDGE #57 REPLACEMENT; < 0.01 0.05 0.06
3 -L- 15+35 CL TO 15+85 CL 1@ 85' - 45" GIRDER; 40'
CLEAR ROADWAY WIDTH 0.01
TOTALS": 0.04 0.10 0.02 0.21 0.00 0.00 0.01 0 0 0
`Rounded totals are sum of actual impacts
NOTES: