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20150068 Ver 1_P-4900_permit application revisions_2-18-15_20150218
TO FAYETTEVILLE , � �� —9�M� L �'`--�1 1 � �ii i� ,- ----__ �� i �V � . , _ � � , - �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 DENOTES FILL IN � WETLAND '!/ DENOTES EXCAVATION i` IN WETLAND �DENOTES MECHANIZED CLEARING � ��� DENOTES HAND CLEARING � DENOTES IMPACTS IN �� SURFACE WATER ���i!!<�� DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER (POND) PROIECT REFERENCE NO. SHEET NO. P-4900A � RNJ SHEET NO. R,4ILROAD DESIGN HYDRAUUCS ENGINEER ENGINEER II��81EIl.�R�ii dN��B� lE�]L.�1�� DO NOT [rSE F CONSTRUCTION TO LUMBERTON —� � _ _ -L- Sta.=51+56 - - --- ___ CLASS 'l'RlP RAP — Qo= 2.9 cfs - ; - — - E�T-16� SY�F - � '^ �' BASE �ITCH V= 1.0 ft/s - ' i SLOPE = 0.4% d= 0.6 ft � TO BE 3'SPECIAL LAT. '?' EST QDE 6 CY s 0.4% - 3' SPECI,QL LA � '" „ AM BED „ -- � IL C n= 0.055 � �� BASE DITCN , E DfTAIL__K /N SEE DETAIL A � SEE DETA � BASE DITCH � � SE _� � _.._ E DETAIL A - O R R SE; . ' � ' - � , . � _ _ -- -- ---------- z �� ---__ � � ---' � � � �� � ------------ { � �n� o �`'O` _ �� _� —� -- �— --- �---- � _---- -- __ � � -- � —� � �� w �� ----F —i' i` � SITE 3 , �� 5�`�� � PROP. T RACK c°v 2@ 7' x 6' RCBC S i <v W/ 2' S/LLS � �� 50+00 SEE DETAIL L 55 r00 � �� , , -L- , , � V� �� ' � � � 3 BASEADITCH _ _� � — � SEE DETAIL A � --__ �—� � � � � ----- -- '_----- ------- TDE — TDE TDE TDE TDE TDE TDE TDE ' � �� � y � E _� c � __� ----- c -------------- --_ R � -- TDE TDE TDE TDE — J.�. TOTAL TAKE CLA55 / P EST NO RlP RAPT IS �; PLACED lN STREA SEE DET J PERMIT DRAWINGS SHEET 8 OF25 3' SPEGAL LAT. BASE DITCH SEE DETAIL A P TDE P . _ TDE TDE �� —_ �— � —_ a� — -- -- O � O � EXISTING POND TO BE � � � DRAINED AND FILLED �_ �� TOE PROTECTION ��1 SEE DETA�L D 'o W x_,_ EST ll5 SY � _� < ,�� ---� R �\\\__� � �lU Rr-----___ �� �, TDE DO NOi ISTURQ C ETERY 1"=50' J '( I : �I NTB NNTB NORTH CAROLtNA, P C PROIECT REFERENCE NO SHEET NO. 343 E. Six Forks Raad, Suire 200 p-q900A J Raleigh, Norrh Carolina 27609 NC License No: C-I554 RMI SHEET NO. . , - -, �i �� : �; R,4ILROAD DESIGN HYDRAUUCS ___ _.� D A T E: D E C E M B E R 1 5, 2 0 1 4 ENGINEER ENGINEER - � ���� LEGEND � � SCALE �� p DENOTES FILL IN � ` � � � WETLAND . , � � ' �` �' 1"— 0' za��.u�ad�v �� ��,.�� �°""-' � IN WETLAND VATION � po Nor crse F coNSTeucrcoN � � , � � , _ DENOTES EXCA �� '. ' . � s�-'� .. � -'� � � � DENOTES MECHANIZED CLEARING , ( � � DENOTES HAND PERMIT DRAWWGS ����!!///i C�eaRwG SHEET 90F25 ' � - �.0 / � P � � � DENOTES IMPACTS IN ,� 'f I � SURFACE WATER �� � �,i�� p �� / Tfy/�� DENOTES TEMPORARY � '�'- �� __ � ����!!<�� IMPACTS IN SURFACE WATER � s� - � - - - � i°�' DENOTES IMPACTS IN i� _ � � , --- � � SURFACE WATER , , � � - `� (POND) i ' s � .. � '--- �__ � V i �V � . � _ _ \ � . . _ . . . , - zs� , �.- �,;� , ` �_ __ . TO FAYETTEVILLE � �---� °�� � -- '� s � -- --------- — �i �---4�<� � c— — — - _— - �55-- _ � . . �., � , , _ s . , _ --__ G��� ' �' �� � � �' �' - � — - — , , , , �. � � __ ��� ,,� � , �, �. �. . ��� � � > �� — _ � ___ TO LUMBERTON '_' - ' • • ' � � _ � -L- Sta.=51+56 -- i ;a,� .` , �' � ` �•� \ d= 0.6 ft �- — — — - - - _ �. ., ,, � ; � - � � � ., _ _ �� 8s � SLOPE D1T0.4% � 1.0 ft/s� � � � � NOW RIP� �T 65T0 BE - , I I , - �r-- _ ��-9�M1'� . � �, `P� s- 0.4/ � � � —� — � ,._ 3' SPECIAL LAT. � � °, �- _ EST QDE 6 CY- PLACED �NSEE DETA��� '� � /� � � � I �_ _--- �` SEE DETAIL C n- 0.055 ;' �_ � � BA DE �AK A - � , 3' SPECI,AL LAT. x � � ' � �m, - -- / �, � � ASE � DITCH � ,. � ; ; O R � � E DETAIL A ; > -" 3 B SEADITCH , Q ,, � � B � _- R � ; \ SEE DETAIL A SE � -- ��-------- _;. -' - z �� -'-__ /� � -> ' -- ---- � - ---------- - � z � -� fl�M , O �_ - � �> =� -------- �� ' ... :� _ ... .-.. - - -_--- . � � i. _ i —� � \ � � r __ _ _ __ � �, � Q ► ► � __—_�<-F� _ � P rae �� Sf� ----'�`��--- SITE � � _ i _-_,ei r � _ TDE`_ TDE �, ,- , �U O � � �` - ° � �� % 2 ca 7' x 6 RCBC � ' ---. �� a — PROP.TRACK �v --- O �� � � �, N �_- W/ 2' SILLS C, � �� O �� 50+00 � � � SEE DETAIL L 55 f00 � �- EXI�TING POND TO QE � �� �� ' �'.- � � � -L- � s � � DRAINED AND FILLED �O C� l� �� � � � �„ � Z �'�---� � � . . Q � � �� � �° TOE PROTECTION ��1 3' SPECIAL LAT. SEE DETAIL D b W � BASE DITCH � � n�; �� � EST ll5 SY � �V Z � � ��� � SEE DET AlL A � - � � ��-� _ _ _ Z (� -__ �� ' C C � ��C C �► C L t � � �P ��� _'---------- ' ------------ ��_ � G V�U ---- ----------- --- ---------- „ r�e --,�----------- R ° R , �� — TDE TDE TDE � � � . TDE TDE TDE TDE'�, TDE , . TDE . TDE TDE ---'� �l � TDE� � TOTAL TAKE �: �� , � � ,� � �� . � � � , ' ' �� ,----- % C - r -' ` �-�__ �, .-_ � � �� __ LA55 / P DO NO EST � ,' , ISTUR� EST I _, --~-- <9�____` , _ ----- _ �ry` N0 RlP RAP IS %' C ETERY -___- �, - , PLACED lN STREA << , ; �-- - - . � � SEE DET J � , �� ��59�"� ____���� , . SCALE � �/ � . 1"=50' ,' ;' �'' r ,, ` � , � � , � �, _ � _-,�--' ��" ' ,� ' ;� � ��'��.; - 65 � �' - _L - C i , �6� ' i � / � i 6 � y � ie 6 , _-- —_� / �. A fi:i " __-�� �- � / / �/ �i / i rv _ _ y i / r e l � II! . L ,' i i � ' O I�1 i � � i � ' �� I 1 � ' / I� � . , - s`�°r--'" � . ' E ��e_ � " - �� � ' , �y' _ _ -'� `i ;_ s.=--. __- � � �a_ �, � " ' " - - _ �� ,- •-.(,�.e� � __ �_, , T v " �' �. �6s � __--'- � � i� � � �y. _---- , , �i � 2�„ � ,_----�-'� i �i , � �yA� �� �/ 1 : � � i m -161____-- _, ` � 2 05 ' ,� `��160'� __ � ,/ � � i � - GB � � I m6, , . , . � � . . 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 0.15 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 0.26 0.03 0.08 432.00 109.00 'Rounded totals are sum of actual impacts NOTES: �