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HomeMy WebLinkAbout20171540 Ver 1_Impact Information_20171130Source: USGS 7.5 Minute Quadrangle, Robersonville West, NC -. . -. . ., � ,. . . • -• �• -. � ���������� � • . . � � . . � -�-� ' ' �--___ - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- � ����������� � ����aaaaa Rev. Sep. 2016 WETLAND AND SURACE WATER IMPACTS 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 -L- 12+25 to 12+47 Bank Stabilization < 0.01 < 0.01 22 12 TOTALS': < 0.01 < 0.01 22 12 0 *Rounded totals are sum of actual impacts NOTES: � BU FFER IMPACTS PERMIT B2 ZONE 1 BUFFER IMPACTS = 1,773 SF ZONE 2 BUFFER IMPACTS = 1,106 SF i ` �,. � � � �, , \ �.. � i- � �° _1_ � \ -� � \ ` \ � O \ � �_ � ��� JAMES II ;� �U��E III -pF -�- 1- h2� nC "�(�,� I i; l�; i � � � -DRI- PRC Sta. /Of59.25 \ -� ; _ � � -L - PC Sto. 10+00.00 \, -L � � � �, � � � � I/ � � � �-�' � � � '� � � � � � -DRI- F� Sta. 10�4.98 �. �� —___ � � �9�N1 � �' �., — � INV. IN � / - — —_ -- �50.55 �-�- ------- � � � --- ` PDE / . � � _— � - -- _ � „ R � - _ _ - ---- - f00 STANDARD 'V' DITCH __ � , - SEE DETAIL C F -- y � ' / / _ > �" / � �— ----- (. -. . - - --- - - - -- - -- - - - -- - -- I N -ORI- POT STA.10+95.( 'l- Sta.l +93.14 I \ _ _ -- - — T — BE�`ifN - eBRI --- L STA. 10 ;- TB _ 2GI -----µ`��,, -r N \ m RI RAP AT EM ANKMENT SEE DETAIL D � / �/ %�`!/�/ / %� /�� ��� //�PDE — x >rv � �'� � � . x ,� L\. �� �.,: ,sa G�i e, -- _ _ - .�—�wo� �,a ,r� �aa�Es ,s,,E � WL E; — _ � � - - � � `��' _ � o -/�— / -�- �- � 2" DIRECTIONAL BORE 390 LF, 2' / i`L �/ �� -�' � �_ �_ WTTHIN R/W @ 5' MINIMUM DEPTH � _L ,� _ � � 2 TONS CL BI � �, RIP RAP W/ � -�' �°��I F_ W ���!' � ��', L I I iNVYou1�r 5Xo �ib � � -1 � P =, ��� , ��" � 7 L- POT Sta. ll � � \ L- PT Sta.11+6/4 �j��_ PO STA. _ � -� -� '� � � � ,� { � �� � N N _��.I.- .i . . �` m m = LEGEND : �, �; ���������� ALLOWABLE IMPACTS ZONE 1 ZONE 1 BUFFER IM ACTS = 375 SF - ZONE 2 BUFFER IMPACTS = 218 SF � - �i i i i i ALLOWABLE IMPACTS ZONE 2 � � OUTLEffRIP R4P PAD OATA � / / / / / / STA.-L- ll-63 t7T � n INV.OIJr= �0.76 FT E —L —Dl II � DP.= O56 AC � � ' a1-0= ?.li lFS � PI Sta /0+80.83 P/ Sto l0+48,06 P/ Sta lOf8/,89 vlo_ 1.1� Fr,� W 0= 8° 02' 28.9" ILTJ �= 98° l0' 05,2" �RTJ �= g7° 05' 16,9° (LTJ � az= 1.6° �FS � D= 4° 58' S6eP' D= 286° 28' 44.0" D= 286° 28' 44,0" �;' �Z- l.lZ �Tr� u L= l6/,40' L= 34e27' L= 33,89' N T= 80,83' T= 23e08' T= 22,64' , � R= l,150e00' R= 20,00' R= 20000' � �, SE = 0,06 _ �,y V = 55 mph -DRl - B1 ZONE 1 BUFFER IMPACTS = 875 SF ZONE 2 BUFFER IMPACTS = 528 SF � —� — — — — — — — WLb — � _� � � � � � -�- _� � � � � ,� — -- — — - — !-1 N\ -- - �� I �� 11 1 % , = INV. OUT= 47 RIPRAP AT /' , SEE C � N AIL D CLA55 II RIPRAP - P CE TO EL 53 2' � N � 0 Z PROJECT REFERENCE NO. SHEET NO. n�F°.:-.1i.�7i { RM/ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BUFFER DRAWING SHEET 6 OF 10 DOCUMENT NOT CONSIDERED FINAL � � UNLESS ALL SIGNATURES COMPLETED — J � I✓l i I�^� i � ��^l i ���;AF'HI�_ `��_.A�� O J�_� F'�.I�•� � I�,�i i ��_�- �' . (ST UCTURE PAY ITEM) = PECIAL CUT BASE DITCH SEE DETAIL B ---- ------- PDE — --- --� � � _ —�-�� ?pF , : � � �� / ' / I � a �e��` � � �,—�`— � �2 � � ��,y,� � � Ik � 7 SY GEO EXTILE � ���� �I 1= -L INV. OUT - 50.78 � - , N � N II j � � � N i m m �r� , RIPRAP AT MBANKM NT � � C� �� SEE D TAII. D � a i�', CLASS II RIPRAP � PLACE TO EL. 53.2' � I (STRUCTURE PAY ITEM � �' _ � z j �� ' z BtG FPdQ �A = s�o�� - aln - V1D= D1(D = Q2= V2= D2 = END CONSTRUCTION -L- STA. 13 + 95.00 DRCH �ATA STA EL -L- 12+6� LT 49.61 -L- 13*7� LT :a7.29 153 AC os9 �. 5.65 Ci5 L�2 FT/5 Q7I FT 437 CFS 13t� FT/S O.n3 Ff ) � __,,�� < P ~ I � \\ F � � � � > C �a �� — — — �F � T � n �r / � �\ � �� < - .� ���Es PAOP �,� ,E� ��a�E E `�-: PDE - ♦ O 3 � JAMES � C I �F�I`� ' SPECIAL CUT DITCH SEE DETAIL A OUTLEf/RIP R4P PAD UATA �rx -�- �-�a ar lN'J.Q�R= �I7.T FT �P.= i.bli AC �110= 6.22 rF5 410= 1.74 FT/5 rsz= a.aa cFs V2= 1.83 FT,�S B4 ZONE 1 BUFFER IMPACTS = 470 SF ZONE 2 BUFFER IMPACTS = 268 SF l5 +00 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHI, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-95h0 62 ZONE 1 BUFFER IMPACTS = 1,773 SF ZONE 2 BUFFER IMPACTS = 1,106 SF PROJECT REFERENCE NO. SHEET NO. BU FFER IMPACTS PERMIT ,;F�."��, �, RM/ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � , B, � BUFFER DRAWING , �_,- '" ZONE 1 BUFFER IMPACTS = 875 SF Q SHEET 7 OF 10 _ , -____-_ ZONE 2 BUFFER IMPACTS = 528 SF Z � - ; � —�- � -- - — — —, — — -- WLb — — � i I -�- -L� '�i �I � �I� � DOCUMENT NOT CONSIDERED FINAL � _ I� . -� �iI � UNLESS ALL SIGNATURES COMPLETED -�- � -�j � � � � `...r� � � � ,— — — — — — — — — � � _ � - - =�I (� ' 1� , � ��i , � �, � . ; ��M— , i. p � � � ��' �" END �'QNSTRUCTION �;� � II� � �PAPHI[. �CA�E � Oj � -DRI,-'�POT �t'a 11+02.44 � � _, �" -ORI- POT , STA.10+95.00 1 � O � � � �� JAMF� '� i_AUDE �4�1'� � _ , � 1 c� '� � � -� 2 �- � '�� i i^ � P G 7.� � -ORI- Sto. '! +93.Y4 I , � . � � ��� _. -� � i , �, � T�� F RUf�1Tlh,��" �� I`.� � � � - � � � �� � -- -D13Y�_PR�SYa:lOf59.25 M m � �," I �' ��� ' � � -L- PC Sta. 10+00.00 \ � � m � � I ' � - - �' � ������ I � � � � � � � � � EM�ANK�MENT `� �'� ��� � ,-'-r'�INV.OUT=47. 2 m � � SEE DETAIL D I / RIPRAP AT MBANKME T � � � � � � � � � � E-i -r � '�' � ' - 1 �� � SEE TAIL D � � ' r /� �� / � I ��' CLASS II RIPRAP - -� �� � `�-7 � � ��� /, �� �� � C7 :, - P CE TO EL. 53.2' �- � -DRI- � StO. 10�4.98 � " '-__ � ,� � �� '��� � � � (ST UCTURE PAY ITEM) � � ��-�� � ���J��1� �� INV.IN �' � �/ �� �'�� ��1 '� �� � ASE�DITCH _ __. �' �1: � � _ � / / / x� � �h >C� c �, m �� END CONSTRUCTION - _ -� -50 55 -- — - ��, - • / i ,��p00��yr - i- - B -L- STA. 13 + 95.00 . . -- -- -.__ � ,� �� .♦— PDE - .- / PDE - - - - �- � �- , -��PDE � �� —� --- L PDE -- � — - �- � - --- � ��� - ,� R �:tV � �x� '� �� �` �� � � -------%pp - _ � _ f00 = = STANDARD 'V' DITCH -- - - � . _ � ��''���� y i � - ��-�— --< SEE DETAIL C -- ►- � �� J� � � ��` 1 ' �` -- �� � / i � - � F / � � 1 i o � z��- - .�/ ���' I`'�i;��i ' /�� --: ` =- _ " a \ � P - / i x � --_ � / o ���-i �_ �- ------ �- 1. I � _ i r G'. -� e _-_- �-- o _ � - i `� F i5+oo — -- -- - - _ __ C - _ � i ,}�,� - �C_ � I N 1-4 i I�, � -� _ � � . � - - - - �B � oo � �,- � � � — — T — BE�fN �� - - - 2GI� C � � la� � � � _ _ — — �i� � � I _ ._ _ , � _ - __ — __ L- STA.10; 95rtQ Peo —�___ :. !� _ !'. T.. _o�-- i.`_ ��_`, ��:._ �/ i i;! �i� < �� 0 --- - ' -- _ �- - �wo� wa ,t� �a �Es 7 -- � � � _ _ � � / o0 00 -- I -.--- �� �' — — WLE7 — _ � � e � � �� 7 7� �P� � �.e� . 1l s � EO_iE T� � � _ .� ��� PAOP �,o,K ��a�E � " _'-� � � � m � . �. I NV. OUT 50J8 � — PDE -- ♦ � �� p � � �- � 2 DIRECTIONAL BORE 390 LF, 2/ � -�= I� �_, WITHIN R/W @ 5' MINIMUM DEPTH � � I O � � � �— � — � a 1oNs a B �`-' u� vs �_ � JAMES C� CHF'.I� � � , � R�P �P �'`�� I I � SPECIAL CUT DITCH �B 2058 PG � 7 SY GEOTEXTILE , i � l - � � � � -Ic�F 4V '_ � ' I I iI_ II INV. OUT -50.76 � � � � ��' �� SEE DETAIL A � � i � � � �i I �I , i I 1 , � �V � � ; I � ouT�rywr aar ano onrn 'Y 7 L- POl Sto.11+62.97 �. � � `-� \ L- PT Sta. 11+6l.4 ',' N N •.rx -�- �-�a ar � G DRl- PO STA.IO+OOOCj' " m m rrl u�rr= �n �s FT � � y� �`,, 6P.= i.C'w AC -� � � � i. � � � ; �' � � RIPRAP AT MBANKM NT _� .�_ � � �-n N r I , � � . �11�= 6.�2 rF5 SEE D TAIL D via= i.7a Fr/s .1.- , � N m �� ��' . i✓, ' CF2= 4.8n cFs �. CLASS II RIPRAP = LEGEND m '���, ��, �, (ST UCTURE PAY� TEM vz= i hs Fr,�s �� � ��� �� � I � ��iririri� B3 =� ;��,, °'ri B4 � � � � � ALLOWABLE IMPACTS ZONE 1 �', ' r, � ZONE 1 BUFFER IMPACTS = 375 SF I;___ __" ZONE 1 BUFFER IMPACTS = 470 SF _ � ZONE 2 BUFFER IMPACTS = 218 SF i ZONE 2 BUFFER IMPACTS = 268 SF - �i i i i i ALLOWABLE IMPACTS ZONE 2 -� � ' � / / / / / � OUTLEffRIP R4P PAD OATA / STA.-L- ll-63 t7T � r� INV.OIJr= �0.76 FT , E —1 — —Dl II � � DP.= L�56 AC � � � � Q1fl= �.li CCS � PI Sta /0+80.83 P/ Sto l0+48,06 P/ Sta lOf8/,89 vlo_ 1.1� Fr,� W 0= 8° 02' 28.9" ILTJ �= 98° l0' 05,2" �RTJ �= g7° 05' 16,9° (LTJ � az= 1.6° �FS / 'J2= 1.12 FT/5 � � � D= 4° 58' S6eP' D= 286° 28' 44.0" D= 286° 28' 44,0" y � � u L= l6/,40' L= 34e27' L= 33,89' � ,---_, �' N T= 80,83' T= 23e08' T= 22,64' i ��" , � R= l,150e00' R= 20,00' R= 20000' � � , �T SE = 0,06 % � =,�y V = 55 mph PLANS PREPARED BY : R�C �C ' RUMMEL, KLEPPER 8 KAHI, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-95h0 _ PROJECT REFERENCE NO. SHEET NO. � WETLAND AND SURFACE WATER IMPACTS PERMIT ���-.�,'��; Y� RhV SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O �,SITE 1 , � PERMIT DRAWING ,-TEMP. IMPACTS IN 00 i �' suRFnce wnreR IMPACTS IN SURFACE WATER = 22 LF SHEET 8 OF 10 " TEMP. IMPACTS IN SURFACE WATER = 12 LF � TEMP. IMPAGTS W� �� \ IMPACTS IN � Z I i _ SURFACE WATER � � � � �'•��., i� SURFACE WATER � — — _ _ _ — — � � � — — — � , —�V�E— -- � � �—, V � � � � � � � � � '�i ,� � DOCUMENT NOT CONSIDERED FINAL � �REMNANT VERTICAL i i I � � UNLESS ALL SIGNATURES COMPLETED __ ��I�� � -- � 1 I ABUTMENT (TO BE � � - � -, IMPACTS IN 'ii � ,� .. � � � � ,1— � — — — — — — — � � i � i i �-�� i � , SURFACE WATER ��� -- � � 7` � REMOVED) � � � _ �i � � � � � �,i � , � i��� �.� �� � - ' - �_ _� � � , \� \ y�� � �r �: � � � P I-I I i� �� �_ /� � E ,I i END CONS RUCTION -DRI- POT S�o 11+02.44 � O � -DRI- POT STA.1Q+95.00 ' \ � � � � O - �_ �� �� ��� 4��wI W' ��I 1"=20' � " 2 ;`',UC� I c �= y_ .� �<� � i_ i � �' J 5 d i' �� 7 4 F„ �.� -ORI- � Sta. /C�+93./4 �� � ' - �, i � -ORl PRC`�ta !0759.25 ry n� . � � :' � � � � .� -L- PC Sto. 10+00.00 � \ m � m � 1 ? � � � � � � � � =� � Enn� �KnnENr �'�, � � � ��� ,��wv. ouT=a�. z m � � � � � SEE DET�IL D � �� � �� �RIPRAP AT MBANKME T ��, : SEE TAIL D � � � � A CLA55 II RIPRAP � � -\I` "� � �� � � � � P CE TO EL. 53.2' � � _ -DRI- l-'� Sta. 10�4.98 � � � �/ 1 � �\ (ST UCTURE PAY ITEM) � / ll r N � 1. � SITE 1\��'- - PECIAL CUT � -- _ � � 1�M � � � INV. IN � ��` �'� N� ' BASE DITCH � � �.�-- PDE � PDE-- � DE ��� ��� � � _ _ m END CONSTRUCTION — SEE DETAIL B ---_- � �— --� -50.55 / - ----- _ L ST .13 95.00 -- - M� .. P�� � � , - P -- - - A + � ----- - - � � R p_ � . .� P �' � i "£ — — PDE -- .♦ _ / �d' VE . II �--.- - � - _ --- � ap � _ f , F _ _ l 1 �'!� - -- _ - �� F +_ - -r- � � � - ` - _ ` — d - -� 00 STANDARD V' DITCH +-- � SEE DETAIL C - � � � � , p, � � �'I I Yl 1�_l 2GI =>y� P ------- 1 t�1I I_Y_1 I I I I > ,. - / � rr j � - _ � _ o 000�' >.- i� � � .. -�- _ �-- � __. � �� �; ; �� ,, �, -�-�� �� F � �5+00 i����rt - - - - ° ) _�1 1:1 � � - - � - - - - N --� - �I.f �I' �� - - - - L I� ( ` I ` I � � TB � yl� -r_ �� � 2GI � � �� " ��.7i � — —T—BFGiN \� - - - - - - - __i,- _ - - — - /�F — ' T— o, — E; � �� � T� ° 1. - - �-�� -- � J u � � — o o i i _ p -L- STA. 10 � 95r�Q Peo ' � _ _ _ _ — — \, � i �i' <, _ _, , 2 I � � i \� _ -- t _ - _.. �����E���a��s — -- — -- ---- — — �� . _ ONS L B ' --- i�, E �e�Fs P�oP � �,E� �aA�E: , � I I_ _ _ — ♦ �_ RGP--IY � \ �, ,E� � � s r �� ,E u' , _ .� ��a�Es - � ' � j 7 SY GEO TILE Q �, '�- �` � 2" DIRECTIONAL BORE 390 LF, 2' / � � � ��� � wv. ouT �o. �� � POE � � �• ���. � ��� � � � `�' ,� � � WITHIN R/W @ 5' MINIMUM DEPTH � � � � � , SITE 2 � — — � � � i ,`.. �� � S '� - � �- � � � � � � � ��'�, - SPECIAL CUT DITCH � � � � � � � �� � � I!_ � 2 TONS CL B `� SEE DETAIL A � � �1 I' = � N� , ! 'I �� RIP RAP W/ � � �'�.,, � � 7 SY GEOTEXTILE N INV.OUT =50J6 . �� _� , 4 � L- POT Sta. //+62.97 = � '�' \�m m $ITE 2 � =� �I 4 L- PT Sto. 11+6/.40 - Rl- PO STA.l01�J0.00, �, � � � �_ ' �, , �RIPRAP AT �iaB(aNKMENT - IMPAC75 IN 3 � � "� � C � ;, , e � � $EE D TAIL� �� SURFACE WATER N n � � i � m m � ' � �I — CLASS 11 RIPRAP / � � � PLACE TO EL. 53.2' REMNANT VERTICAL T' LEGEND �� I (STRUCTURE PAY ITEM ABUTMENT (r0 8E � .- REMOVED) �� � � � � - z � �� I�R / TEL C L � ���%/�:�I DENOTES IMPACTS IN � � ��`��,� \ ,i� J I / `= �" � � SURFACE WATER � ` �, � � � � "� �� i � T �� TS �� DENOTES TEMPORARY � � � � � reMP. iMPncrs iN '`" 'i �-�v' i� IMPACTS IN SURFACE WATER � SURFACE WATER ���' `-_TEMP.IMPACTS IN � SURFACE WATER � � ISCA1 F� � -L- -Gl�l- 1"-20'I ;�l Sto 10+80.83 Pl Sta 1Of48,06 Pl Sta 10+8/.89 �/ w �= 8° 02' 28,9° �LTJ �= 98° l0' 05.2° �RTJ �= g7° 05' 16.9° (LTJ � D= 4° 58' S6.1" D= 286° 28' 44,0" D= 286° 28' 44,0" ��%� rzaxs rnEra�n aY : � w L= I6/.40' L= 34,27' L= 33.89' , �� � ",�; T= 80,83' T= 23,08' T= 22e64' - R= 1,150000' R= 20.00' R= 20,00' RUMMEL, KLEPPER & KAHL, LLP m� SL - �0�6 900 RIOGEFIELD �RIVE SUITE 350 ��i=�i I / /., � RALEIGH, NORTH CAROLINA 27609-3960 r1 V - �� %ppl l NC LICENSE NO. F-0112 •(919) 878-9560 PROJECT REFERENCE NO. SHEET NO. �� WETLAN D AN D SU RFACE WATER IMPACTS PERMIT ��F�� sHE�N° -� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O � PERMIT DRAWING �SITE � � , �TEMP.IMPACTS IN ��0 j I i suRFnce wnree IMPACTS IN SURFACE WATER = 22 LF SHEET 9 OF 10 I � j� TEMP. IMPACTS IN SURFACE WATER = 12 LF Q TEMP. IMPACTS IN� I I � I� ��,' �� ,_ IMPACTS IN , Z SURFACE WATER �� � _.� � / - SURPACE WATER � - � _ . � — — — _ — — � — —'� — — — �� '� � � —W�B— . � i � � � � �� '�j I � �I� DOCUMENT NOT CONSIDERED FINAL I I �II -� ���, � REMNANT VERTICAL � � I� � -� � � UNLESS ALL SIGNATURES COMPLETED i _,j�_ ` � -. �r � � � �� ABUTMENT (TO BE � � � IMPACTS IN � � - ' I I �, �— / �\ REMOVED ��� � � � � �— — — — — — — — — '�� � ^ i � � SURFACE WATER V� � �— `: �� � I - I � _. =� I� � I� � --� I,_I .—. ' j` �-I�� . . � �-. - � �� � � ir - - � �. �, � � � �' � � � �_ `" \ �_ � Il� ��APHI[ �(�,Q�E � � END CON RUCTION -DRI,-'�POT �t'a 11+02.44 , _ � O � � S('AI F � -DRI- POT; STA. +95.00 �� r � � � � � � �hC JAMES�O �8 PG 17�U*�I� \ „_ , ` - - O � � 1 - 20 -DRI- Sto. Y +93.74 � � � � � �� � � � , � � � F RUf�ITII`,I�" ;� �'�� � � -D?�P�_P-RC " to. /Of59.25 � � �, _ � __-- � m ; � _ � � �i � � �- PC Sta. 10+00.00 V � m � -- `� I � � � � � � � RI RAP AT� � �; �� H � � _ � � � EM ANK�MENT `� � � , ,� INV. OUT=47. 2 m - -,SEE DETAIL D � : � � � �, � - — E E -� I RIPRAS ET M�B LNpME T � � '�i � \ � 7"� � / � � �� � � � - P �CE�TO� E�L.�53.2' �- -DRI- � StO.l0�4.98 � ' � �� �� �' � ��� � ''� � � (ST UCTURE PAY ITEM) � ` �`__ � � / \ / (/) � SITE 1 - PECIAL CUT _ - BASE DITCH -_ ��Nl � �I,- _L, _ � \ INV. IN / / ,.,���� �\�� - SEE DETAIL B END CONSTRUCTION I � - __ � � — � 50.55 ' / / � � - � o, � PpE - -- P - -- -L- STA. 13 + 95.00 .. _ -- � � �� �•— PDE -� PDE - .- =� PDE ' - P � -�� � -i�. ... . � - . ` --E _ _ --- --- - \: � _ _ � -� „ R p_IV yE �I � - -J--- � -- - p - . _---- - __ -- f00 STANDARD 'V' DITCH -- - -� . -. — _ M�� � � � `-��-E - --- -_ -- ��_�— DE ` � SEE DETAIL C -- ►- �� � '�' ` � I�1J f_lLC TB -a P � � 1f � _ - � _- _, � � � � F , _ � , � � � ''` l -�� � j Y .� �'1=.Y �. � --3�� - - - --� �� � _�, � � � � - 0 0000 --- �_1 , � _. , \ \ 15+00 _ ° - - - - - -- —� - - - _ _ _ C - - �w� t 7� . - - - � -- � � N �1- � � i I�na� - - ` _ \ z�i C � �� �i'� �C �F \ ` � - - , _ o 00 _ — T — BE�fN � ' , -� _ ' � -- , i T - - � - � - _ , a, i i _ _ .i_ ! - 0 , T o o�-- - + L STA. 10 ; 9 - — °° /� � � . ��CL PED � — i V ' Y �- � L / / � —.__—�_ � � — _ - .— i �-'__. � _ _ _ o0 : --- T -- _ _ � -- -- - �wo� �,a ,r� �aa�Es - -' - - — � � 2G1 t � — WL �U — rr �,I �.E� �� s ONS :L B:c ,F t» -� " � cae�Es PAOP �;� ,E� ��a�E �� t f�� RCP-1V fl u � - � `� r i I -- � I � I 7 SY GEO E�fILE � � � E `�. -� � � 2 DIRECTIONAL BORE 390 LF, 2 i � �I `��__ �I' iNv. oui � 50 •-- — P�E �,- O 3 � � =��-' � � �,_ WITHIN R/W @ 5' MINIMUM DEPTH -+� �� �; �, � $ITE 2 � � � — � �"�' t� ;� ;� �� �� � JAMES C� CHF'.I� � � � �, � ;�� � I �I SPECIAL CUT DITCH DB ZO58 PG - � Iv!I- 4,! ' � i ' � I �� i I il!I� III 2 TONS CL B �" � �� SEE DETAIL A - �' �il - - _ RIP RAP� W/ � �' ,' �� - �r ���I= � �� � 7 SY GEOTEXTILE � _ �� � A ��: � � c� � INV.OUT =50.76 �„ \ �, �; -N- N _ � -�' � �\ L- PT Sta. 11+6/.40 L- POT Sto. ll+62.97 I � m � m � ` - RI- PO STA.10+000,Q� � � � �I �,� �' RIPRAP AT I�BQ,NKM NT - IrnPaCTs IN � � � � 'I� � � N r I� � I SEE D TAIL�� SITE 2 �� SURFACE WATER / �� �.- � h� m ii', CLASS II RIPRAP �� �_i ��� - CO ' PLACE TO EL. 53.2' \ �— LEGEND 1 � � (STRUCTURE PAY ITEM li', REMNANT VERTICAL � . - i ,� ABUTMENT (TO BE ��i�¢ \ � � REMOVED) '- � � DENOTES IMPACTS IN � � � � � � �� �� ��� �� � �E� c � � j�/ '���'� SURFACE WATER � � � �\ ���;_'�, �� �_'__.� � ,, r\ - , ��- �'�, � ��� " �� � DENOTES TEMPORARY � � � I rEnnv. innPacls iN1`�� I I�� / � SURFACE WATER � ' �/ ��� IMPACTS IN SURFACE WATER � � � �� �reMr. iMracrs w _ . � i SCAI F SURFACE WATER —L — —DRI — � � „ _ 2 0' ; PI Sta 10+80.83 Pl Sto l0+48,06 Pl Sta lOf8/,89 � � I 4 0= 8° 02' 28.9" ILTJ �= 98° l0' 05,2" �RTJ �= 97° 05' 16,9° (LTJ �, �'�., i � / ' D= 4° 58' S6eP' D= 286° 28' 44.0" D= 286° 28' 44,0" y � rraxs nnEnAnEn aY : � L = l6/,40' L = 34e27' L = 33,89' � , ---_, �' � R�C �C ; T= 80,83' T= 23e08' T= 22,64' � ; ��" __ ' R= l,150e00' R= 20,00' R= 20000' � p /' ' . . ; _ � . , RUMMEL, KLEPPER 8 KAHI, LLP SE - O<OV ,� ' 900 RIDGEFIELD DRIVE SUITE 350 '�y I/ h � -� . RALEIGH, NORTH CAROLINA 27609-3960 -� V 5� mPll . NC LICENSE NO. F-0112 •(919) 878-95h0 � I PROJECT REFERENCE NO. SHEET NO. A� . . ��... . .� � i , .. ,� . � .. . � c� . . . . . . . . . . i / � (g�. � "o/ l�.i.3� G �;� � � � � � I ROA�WAY DESIGN HYDRAULICS I ENGINEER ENGINEER . ... . ..... . . . .. ...... .II �I� �illl. . . ' 'i . ' i ' , . ,— . ' i .i i I I I I I I i BRIDGE NYDRAULIC DATA I,_; I, I,_; STR '730113 Sfa.l2+.�3 -L- � � � � � i � �, � ; �, � 64 ; DESIGN FREOtIENCY = �5 Y"RS , ' , , ', , , � i - - ; D�SIGN DISCHAR�E - 50G �S i ' oEsi��v Nw-E�EVAr�oN _ 5z:z _ ��__- - BEGIN C ,_ � � - --- OIVSTRUCTIQNI ' !' ' � ; �oo rF,aR orscHaRCE -�oo ��Fs L ST A.��%0 -�9�i•G10 I I I���� �- .� 56 52 r .... .... . ii i ' I Y R F Y = l00 1'RS = I� �� 00 EA REOUENC I I' EL 53,�9 ' , , - -'---ioo rEa�. rrw E�EvarroN_ =. �z.z . . . . �r. . ._ , I I � _ i �_ �'1 -�� , �/ �3C3:aQ " � OVERTOPPING FREOUENCY= �00+ �RS � � ; OVERTO�PING DISCI-IARGE _�;390 �FS � E�1�- T �� ��� � i I I OVERTOFPING ELEVATION = 53.7 FT VC� i= 7���i ,' I I�i I �� � NORMAL :WATER SURFACE ELEV = 47.6 � FT � I IC I ITI ' 2,1('j�i I li � ��� � _.._ _ � _ "�AT E ...0� SURVEY ; = 3Y0972P1 � . .. .- —�—. . . . i I�i ', � 1�17i�rJ l �i ' I� �-- ; _ � ��J0,9300% _ _ -�;;-��; -- -- -- �--- i - - I���I' ��I�I� ,,, �I . . . . . . . . I �� . . . i. _�� .. . . . . . . . . . . . . . . . . . . . . - ---- �� i � i i i I i j i- i i i , 'i -'I i , i � �'i ���'i � � �_ - i ; ��EX��STIIVG '6R tJN�DI �� 48 I I-- I `� � II � I ' � � I� '� '� ' � ���I - - � � �� — --- - —_ ' _ - � ��, � r �� �;=��r ��; �r � ; � --- -- ___ _ — _- -- ----- t ___- �' '-'- - � �-� ,- _r __�� � --- -- - -- _ - ----- -__ �lM'-�� -Or � �� �- - - - ( — - -�-- _ _ _ _ � i � � � � �_� � i C � � � - — - � � � � � � � � � � � �,r �r �� � , �� �� �� � ���� �� , � _;--�_� �- �_ —_ � �� �� ��� ��a��� ��� 44 - _= AA LUNG= __ ___ _ - _ --_ _ ; _ - , -- -- , - - � � � 40 -- --- � - - - ' T� -_ ! -_ - - --- � __ � - � � - - � - � - — =- _--- --- � - ---_- --_:- _-_ ' -_-- _ � _ -__---- 64 60 56 52 48 44 40 ��'� i �� i_ i._. � i i i _' _ PERMIT DRAWING li i� li li � - i� ��� r-. .... i.._ r i -r i . . �- r-1 r_ _. �... � -�-1_ i � � � _.. .. , ii i . _�L __ _;;; SHEET 10 OF 10 I�_'' I � ��� �_ -.-- -- -- __ I ; I i.. ..(. .I ! � I C j I �, ��-i l =_ l3 a60.00 :END CQNSTR(1CTlON '� _ . ; ,; i j -- : ?0 � �L �� - 5 „03� � L- � STA:I3f95.00 � ;_ _..'� � � 7 _ � �� �� '�� � I _. . _ ;EL � �-� 53;&8'. : . . � :- ��1 I i��,��� �— � I O�. �--+�r t-+�r—�-+i - DOCUMENT NOT CONSIDERED FINAL �� I I I � II '�I '�',, I, � , I57 �... � � � � � � �.. � � .:- - . . . .UNLESS ALL SIGNATURES COMPLETED i � � � �, I�I l� = 60 in h � - �_ _ � li li li � I� I�i i � 'f� IMIT F L S 0 _ � � ' :;; �r� �__. 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I i ___.__._ __.__._ ' _ _ _ _.. . . . . 900 RIDGEFIELD DRIVE SUITE 350 . .... . ... ... .... . ... .. .... ..... .. . ... ... .... . .: ... .. . .. .. .. .. . . . . .. ... ... .... ...... .. . �� �'i.Ll�% L/ ''.,/ I�i`1 /—'— r l�l ; F l.� kALEIGH,NORTH CAROLINA 7 7 609-3 960 —� -- NC LICENSE NO. F-0712 •(919) 878-9560 11+00 64 60 56 52 48 44 40