20150068 Ver 2_06_P4900AB_Permit_Drawings_REV 20160209(1)_20160218

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SCALE
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�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
F F DENOTES FILL IN
WETLAND
�DENOTES EXCAVATION
IN WETLAND
�DENOTES MECHANIZED
CLEARING
�DENOTES HAND
CLEARING
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
(POND)
TO LUMBERTON
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--
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V,o= 7.2 ft/s - - -- - + � � � d'= 0.7 ft
SLOPE = 0.4% d = 0.8 fr t, _,,, -- � � " , s = 0.4 %
EST D�E l78 CY s= 0.4% __- -- - y � � � � " n= 0.055
SEE DETAIL C n= 0.055 r
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PROIECT REFERENCE NO. SHEET NO.
P-4900A 5
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN��B� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
PERMIT DRAWINGS
SHEET 3 OF25
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BASE DITCH d= oJ ft - --`
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- - n= 0.055 1
-- �EXISTING CSXT RfW' : _ _
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EST 33 TONS - 2' SPECIAL LAT.
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APPROACH
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TRUCTURE R050/ S ALL V,o�= 2.0 fVs
�D BY TRENCHLESS d= 1.0 R
EFORE THE BRIDGE � s= 7.g/
- �T „_ UCT D. n = 0.073
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EST D�E l78 CY
SEE DETAlL C
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Q�o = 5.2 cfs - - -� - � � � " r d = 0. � ft 5
V = 1.2 ft/s - - - � ' - s= 0.4%
d = 0.8 ft ,r„''--'_' - ,
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*****�� _-
�o ����
�I NTB NNTB NORTH CAROLINA, P C.
343 E. Six Forks Raad, Suire 200
Raleigh, Norrh Carolina 27609
NC License No: C-1554
DATE: DECEMBER 15, 2014
LEGEND
F F DENOTES FILL IN
WETLAND
�DENOTES EXCAVATION
IN WETLAND
�DENOTES MECHANIZED
CLEARING
�DENOTES HAND
CLEARING
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
(POND)
TO LUMBERTON
�* * 1
�L�7�01�
� -L- Sta.=20+73 _
Q,o= 2.6 cfs
3' SPECIAL LAT. V- 1.4 Ws :
BASE DIrCH d�= OJ ft ---- -
SEE DETAIL�- -- s= 1.25% �
n = 0.055 � -
__ _ - --- ---- yEXISTING CSXT RfkN
-- � ' EXISTING 2 @ 4X6'�
r !i, -
*** ****** __------'", --
3�/'. =5i00 -�-
�3'
PROIECT REFERENCE NO. SHEET NO.
P-4900A 5
RNJ SHEET NO.
R,4ILROAD DESIGN HYDRAUUCS
ENGINEER ENGINEER
II��81EIl.�R�ii dN��B� lE�]L.�1��
DO NOT [rSE F CONSTRUCTION
PERMIT DRAWINGS
SHEET 4 OF 25
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F i y -
Tai� R , - � � o
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+
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S ITE 2 SEE DErAIL A ��
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EXISTING CSXT R/W — � ,
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' BASE DITCH __ _- - - -- ---_ -_
SEE DETAIL B - i i
EST 33 TONS 2' SPECIAL LAT.
_ _EST l00_ _SYGE - - --- _ — -- — _- �ASE DITC'F� - — _ - - — - -
- \ F- -- SEE- DE�AIL E - _ - - -- -- -- _ _— - — --
_ _ E-
E-� -L- Sta.=24+72 . --
- - �
__ - � _ Q,= 10.1 cfs - _ - -
DRAlNAGE STRUCTURE R05Q1 SHALL
Vo= 2.0 fVs
BE INSTALLED BY TRENCHLtSS d= 1.0 ft
METH005 BEFORE TH BRIDG°� s- 1.8%
APPROACH F , UCV�ED. n= 0.073
F'
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WETLAND PERMIT IMPACT 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 -L- 17+82 - 24+75 Road Bed / Brid e 1.06 0.20 0.20 0.03
2 -L- 26+95 - 27+75 Road Bed < 0.01 0.02
3 -L- 53+80 - 55+64 Road Bed / 2@ 7' X 6' RCBC 0.07 0.18 0.02 91
-L- 53+80 - 55+64 Bank Stabilization < 0.01 0.02 77 65
-L- 56+01 - 56+48 LT Road Bed 0.02
4 -L- 62+60 - 62+76 Road Bed / 42" RCP-V < 0.01 93
-L- 62+60 - 62+76 Bank Stabilization < 0.01 46 22
-L- 90+14 - 90+61 Road Bed / 60" RCP-V 0.01 82
5 -L- 90+14 - 90+61 Bank Stabilization < 0.01 43 22
6 -L- 102+03 - 104+98 Road Bed / 48" RCP-V 021 0.18 0.06
7 -Y2- 45+43 - 47+00 Road Bed 0.01 0.04
TOTALS': 1.36 0.56 0.31 0.03 0.08 432.00 109.00
'Rounded totals are sum of actual impacts
NOTES:
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