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20151230 Ver 1_243245_Hyd_Permit_Package_20151130
k li�;l 1�� <14' North Carolina Department of Transportation S L[?l"l l itYcltPl� � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.40 TIP No.: County(ies): Columbus Page 1 of 1 General Project Information WBS Element: 17BP.6.R.40 TIP Number: Project Type: Bridge Replacement Date: 10/29/2015 NCDOT Contact: Rachel Evans Contractor I Designer: Brandon Barham, PE - Ecological Engineerin Address: 1020 Birch Ridge Drive Address: 1151 SE Cary Parkway Room #16 Suite 101 Ralei h, NC 27610 Car , NC 27518 Phone: 919-707-6609 Phone: 919-557-0929 Email: rcevans ncdot. ov Email: bbarham ecolo icalen .com Cit ITown: Whiteville Count ies : Columbus River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 024 Mile Surroundin Land Use: Rural area with forest and agricultural landuses Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.8 ac. 0.7 ac. Typical Cross Section Description: 2@ 11.0' lane with 4.4' shoulders and 1.1' guardrail with total bridge width of 33.0' and 2@ 11.0' lane width with 1.0' shoulders and total bridge width of 24.0' and total bridge total bridge length of 70.0' ft for bridge #230245 and 85.0' ft for bridge #230243 length of 52.0' for bridge #230243 and 34.4' for bridge #230245 Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1400 Year: Existin : 1400 Year: General Project Narrative: State Project 176P.6.R.40 involves the replacement of the existing NCDOT Bridge #230243 and Bridge #230245 on SR 1740 over Slap Swamp. Bridge #230243 consists of (Description of Minimization of Water 1@17.3', 1@17.0', 1@17.7' reinforced concrete floor on timberjoists with timber caps and piles. Bridge #230245 consists of 1@17.0', 1@17.4' reinforced concrete floor on Quality Impacts) timber joists with timber caps and piles. The proposed bridge at #230243 will be 1@40', 1@45'; 21" cored slab bridge with sloping abutments. The proposed bridge at #230245 will be 1@70.0'; 24" cored slab bridge with sloping abutments. The proposed bridges are located in Zone AE of FIRM Map number 3720125100J and were studied by "Limited Detailed" methods. The proposed bridges will provide more hydraulic opening than the exising bridges. Two stormwater outfalls are proposed on bridge #230243 and two stormwater outfalls are proposed on bridge #230245. Outfalls will be placed at a distance to minimize disturbance to adjacent wetlands. Rip Rap pads will also be utilized to dissipate energy. Deck drains are proposed on bridge #230243 to meet design spread criteria, however, no deck drains are proposed over the waterway. No deck drains are required for bridge #230245. Waterbody Information Surface Water Body (1): Slap Swamp NCDWR Stream Index No.: 15-2-6-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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) � ff? � � � £f7 [ff � � (A � � U? z �� �° �� ��� ��� ��� ��w �� ��Q ��z >�� ��w ��� ��� ��� HHEA 44 � E5? 64 f� fR 0 � . � • �o � 0 � ., � V W � � � \O� V N O V � � � V � � 0 ,V_ See Sheet 9-A For Index of Sheets See Sheet 1-B For Conventlonol Plan Sheet Symbols See Sheet i-C For Survey Control Sheet NOTE: THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. •DETOUR ROUTE ���1�� �ll' ����� �������� �.����y������� ���°� �����.� ���'y�°���v� COL UMB US CO U1�lTY LOCATI011L• BRIDGE 230243 £� 230245 ON SR 1740 (OLD LAKE RD) OVER SLAP SWAMP. TYPE OF WORK: GRADING, DRAl11lAGE, PAVING AND STRUCTURES. PERMIT DRAWING SHEET OF WETLAND AND SURFACE WATER IMPACTS PERMIT '�9O �� � /O 9 �0�� � —L— STA. 13+05.81 + —L— STA.21+68.88 + BLGIS APROJ50.00 �� � �'�� ��� ��� ��'� �� �,���� ��� ,�� � � �� ��� ��� �� �� �J�������������������������,���t���������,� ����������� ��� �� �� �� ��� �� �SLAP���� �� � �� �� ��� �� ��� �ENDSTA.O24C00 � I � � r � � � SV�l�� � � � � �I� � � � � � � �� � �� � r � � � � --- — --.----- e,._�_ � � r _ _ ..� rie_ i` — _ �E ,� y� �e V� '� ,� ,l� '� '� ,� ,� `� y` ,� ,� � •y. ,� �l '� •� �,� ,�. � � •� ,� 'r'� \ � '� --_�.—"� —�_—_—_ � �� � '� — �— — � �K y� � `F � .� — `� — �l' � _ `� �C �l' V` � ,� �— — i"— _ �'�` __�—w�e--- �1 _—_.ie--__— _---__.--�--_n�e--_'�_�—_.�—___ \ Yd ----"—___—_ l �_--- .� / —_--�--F—_e�p._— _ __---�--a � �P � � — i_—_ —�_---�_�—___— �____--_�—__— I � a� �P TO US 74i76 �` r �_ g--��� �— � r � + � �–-" r r —�----- �----�a----- TO NC 211 _ + � .� � \ � �- .� ,� � � — .� ,� �t � y� � ,� y� � �—w�a� — — — — � �- �r �- � +<a_ _ � � �- r .� '� � � �` � r � � $L&P � � � . \ a,�� .� � .� � � � � '� � ,� t �` � � � � � � � — — — —+ J' r , l i � � � � + � a � � 1� � .� Y� 1 � \ I'� �' '0'M� '6 'E y�. ',t � �E � ,p �F y` � ,� ,� �F �` � y` � � � `� ,� � '� ,� y` � � t� ,� � 'e' '� � '� � � f��/ y�. � ,l � � y` � y` � 1 ,� �` 1' 1� '� � � y` { � '� � '� � �` � � `� y` � �E `� � ,� `� y` `F ,� � y` `� '� � � ,� � y` `� 1' �/ J�` � y` � � y� � '� 1` � y` .. y` � � � .a � ... � .. a /'K ��'.. \� � � � � � �k � .r � .. � '� � �F � V' � `� y` .� � �k y` '� � .. �t 1' y` � .� �k `�` .. � 1' y� � ,k y` � 1` � X � �k � x � .. � '�` � �F � .e � .� I INCOMPLETE PII.ANS DO NOT L'SE FOR Rf W ACQ[11SITION I'RELIMINARY IDLANS DO NOT USE FOR CONSTRUCTION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared ln ti� Offlce of: FIyDRAULICS ENGLNEER � su�1r��T 5�4 Meadowla�d �n�e Hillsborough. NC 27278-8551 ADT 2013 = 1400 vo��e:�e,9��az-asaa Fax_(9'19)732-6776 SO 2'S O 5O �OO DESIGNANDENGINEERINGSERVICES www.summitde.nel ����P� T= b %* LENGTH ROADWAY PROJECT = 0.208 MILES FIRMNO.P-OS39 ��� �� 20/2 STANDARD SPEC/FICATIONS @ �� PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.029 MILES � o S * TTST=3% DUAL=3% TOTAL LENGTH PROJECT = 0.237 MILES s�chArunE: P� � � 50 25 0 50 100 FUNC CLASS = RIGHT OF WAY DATE: TRACY N. PARROTT, PE � � RURAL MINOR MARCH 26, 2013 PRO�ECr En-cr,�ESn ROADWAY DESIGN � PROFILE (HORIZONTAL) COLLECTOR ENGINEER A���� ���� 10 5 0 l0 20 NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE �� p����� NCDOT TPMU MARCH Zb, ZO�3 �'XOJEC7' DESlGN ENG7NEEK PROFILE (VERTICAL) SUB—REGIONAL TIER A.E. S7GNATURE: N I Z O � 0' 6 � � �, � � � � � � �� XX Z �90 tic e�ti�o a �o,, N PERMIT DRAWING SHEET OF 50' 0' 100' S C A L E r.ePO.ed ,� ,ne w��T sE �o: Office of: ianas �r „� ���n �� � w.__...� ,3z_3ao 66,6 �F Prepore in ihe NL FiPM JCENSE No Offica af: iis� SITE 4 ��ENGOIN�EE,RING - SITE 5 SI7E 8 ,� ` � � S11rE � � �l � .� � � � � � '� � � � � � ,� � � . � � r �C- � � yc � � ,� � � � � � � � � � � � � � � `� � � � � � � � `� � y` � � � � ,� � `�e � � � � � �� � '�' � � '� � � � � ,� � � � � '� � � .y. � ,� � �` � � �l` ,� � � ,� � � � � . � � � � � � � � . s No.. �� �� � � � ��uL�--_�� �� �� ��� ��� �� �� ��� ��� �_ �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� ��� �� � �� ��� ��� �� j � ���� �� � �� �� � ��� ��� �� � ...._..._.. _,._ _ — — _ ein— � .. . � � � �, � � � `� � ��—. F _ � .... . � _ LB_ `� _ � `� � `� � `� � `� � � ,� i- , . ,, � '� � � � , i ._ .-o V 3 T w �l `� — �. _ _ _ � ��r...._`y. � J, — — — _ ' _ _ e. ._ \-. m ' . . . � m` � ,� " v�A 5C L 3 - �. _ . . . � _ �- _'— __ �, _ � � _ _ — � � ,. ----_— _ —" i�`YP .�.i':- -�� 0,°91�"" n�._ ./ • �-8.•! — — _ .� — _ -� _— _ — _ — _ .— ._ — — �..i "��.35� " �'�'� ��mv.�� F _ C: iU� iL� — — F ;'�_ �-'":� _— ' 'T'�;F"'- I � °I?h i �iI � m I i � � � I � Ij �� � d � ^ I r , o o m a �J =_�R�n�/� : � �� �J Vil ; � � C� sJ oJ � � � -�, � - .� - ------ � • ---- ---------- — -- ,-� - : � _..�.i.L o°.c � :,_ � I � � � . - _ .., .,_vr -° . � -- < < � - � - � __ _- - .,..... - � _ r �, � .��.w1 ,ayRni'�''"a.�•� ` - �xisrH_ ,l� ,� \\ L_E��C'.'� . -- ��`E� � ' ,� � R,� � \ - 0r�� � .� '� � ,� � ,� � � �,� yc � � �,� `� ,� � ,� � ,� `� ,� � ,� �F ,� � ,� ',� - F _ _F --- -'� � � ��---U�`'i�/ � . ,� � � �= ,� '� �ie-� �- -- - - -� � I � � � �- � ...� _ � � � '� � .�. � ,� ,� � � _ - I'� m � � .� .� � � /'� � � .� .� ,� ,� y` ,� � ,� �` � � ,� � ,� � � � ,� � � � ,� � � ,� � ,� '� '� � � .� ,� � ,� � � � m � / ,� � � � ,� � '� � � - � � � '� � I .� ,� � '� � � .�. � � '� y� � � y� � � ,� � �` '� � .� � '� � � � .�. ,� '� � '� .� ,� � � `� � � .. '� � � .e � � \ � � r� � � .\ � ,. �` '� �K � � ,. '� � � '� � .� �k '� � .. � � �` .� �K `� ,. '� � � ,r , � .. '�` �`- �k .k � �. '� � .�. � .,, SITE 2 0 SIiE 3 SITE 6 SITE 7 SITE 9 PROJECT REFERENCE NO. SHEET NO. l7BP.6.R.40 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE ]E II�LANS DO NOT USE FOR 1 W ACpUISITION FRELIMIN I8Y PLANS DO NOT [rSE FD CONSTRIrCTiON L ... . ............ ..�.�.. �. .�.�.�.�..�. BM #L ��.�. .�...�.�..��.�. . . . . . . . . ._ -_._. . . . . . _BL- STA 8+05.42, 71.85' RT . . . ._'- . . . . . .-� ' .. . . . . -L- STA 14+15.92, 88.97' RT . . . - .. .. .... .. . . EL 49.83' . . . . . . _ . . _ .... ........ .. ... . .. _.. . i i i .. i .., , .. , „ , ._, -. Pl = 12+00.00 �' - - : . Pl = 14+55.00 '' '' - EL = 52.45' EL = 5322' vc = ioa - vc = i2a K = /86 � K = //4 - ' , _ —L— JI H l.: EL = 5?_.77 +XJ.8400% (+XJ.302( 50 ---- �\ ,- 40 BEGIN GRADE \ -L- STA 11+50A0 EL = 52A3 � �: . -- - -- — - � � I � �_�� _ ��- ��-�� _+ • _ � ---�_�� =-=G-. -,_- '�----; - 11 12 13 14 -L' J/ H /J EL = 53A3 BRIDGE HYDRAUUC DATA DESIGN DISCHARGE _ 1300 CFS DESIGN FREQUENCY = 25 YR DESl6N HW ELEVATION = 492 FT BASE DISCHARGE = 2280 CFS BASE FREQUENCY = l00 YR BASE HW ELEVATION = 4950 FT OVERTOPPING DISCHARGE = 5/7/ CFS OVERTOPPING FREQUENCY= 500+ YR OVERTOPPING ELEVATION = 5/5 fT DATE OF SURVEY = 07/29/20/4 WS. ELEVATION _ �� F.r. AT DATE OF SURVEY 15 16 -�_ �_ �. l . . ._ .. . _ . . . . . . ._ . . . _ . . _ . . . i - i I �.. ..!i !i.. Pl = 2/+10.00 - EL = 535Y --` .- _ VC = l00' � ` K = /65 . ' _ � , BEGIN BRIDGE -L- STA 2/+6888 ____ . _.�__.-. EL = 53.33 17 18 19 BRIDGE HYDRAUUC DATA DESIGN DISCNARGE _ 1300 CFS DESIGN FREOUENCY = 25 YR DESIGN HW ELEVATION = 492 FT BASE DISCHARGE = 2280 CFS BASE FREQUENCY = l00 YR BASE HW ELEVATION = 4950 FT OVERTOPPING DISCHARGE = 5/7/ CFS OVERTOPPING FREQUENCY= 500+ YR OVERTOPPING ELEVATION = 5/5 FT DATE OF SURVEY = 07/29/20/4 WS.ELEVATION _ �� � AT DATE OF SURVEY 20 21 � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN W ETLAN D � DENOTES HAND QEARING DENOTES TEMPORARY FILL IN WETLAND . ..BM #2: .�.�.� I �.�.�. � -BL- $TA 17+48.67, 124.52' LT . . . . . . � -L- STA 23+58J7, 10827' lT � � � �. E L 49.1 S �. : . .... ......... - - Pl= 23+50A0 - EL = 52.78' vc = ioo� , K = /40 END BRIDGE -L- STA 22t4/J2 EL = 53J1 _._._ , 60 -J1A200% 50 22 23 24 25 ❑� N I Z O � 0' 6 � � �, � � � � � � �� l0 L XX Z �90 tic e�ti�o a �o,, N PERMIT DRAWING SHEET OF 50' 0' 100' S C A L E r.ePO.ed ,� ,ne w��T sE �o: Office of: ianas �r „� ���n �� � w.__...� ,3z_3ao 66,6 �F Prepore in ihe NL FiPM JCENSE No Offica af: iis� SITE 4 ��ENGOIN�EE,RING - SITE 5 SITE 8 ,� ` � � S11�E � � �l � .� � � � � � '� �� � � � � ,� � � '� � r �C- � � yc � � � �` � � � � � � � � � � � `� � `� � � � � � � � `� � y` � � � � ,� � `� � � � � � �,� � '�' � � � � � � � yc � � � � � � � .�. � ,� � �` � � �` ,� � � ,� . � � . � � � � � � � � . s No.. � �".�� `�,�� '� `�� � � �.�.D � „--'� � `�� �� �,�.� �,�� '�� `�� ��� �,�� J_ '�� �� �� �y�� �� �� �� �,�� �� y`� �� �,�� y�� `�� �� �,�� '��� � �� �,�� ��� '�� � ���� �,�. � '��� �� � �,�� ��� '��� ,� � � � � € '� � - � � _ _ �_ _ —w�e— � — _ � � � �` � '� � � � �. j��E-- i . —•— — — — —� . � � . � . v�v f �l —�-- � � � ' - - F � F GRAU 350 TL-3 - - — — F � BiM— � J — — — f' \ \ F F . . � _ — — —_— — _" —6RA,�?.� .�: : � ��j� _ � ._ � — � � — — — _ — — — — � — -- _ �' � — 3 L-3 T - 1 � G U� TN _ —_ — ' _ — a , �� � m � I i i � o i I � � ��,� `� � I � oJ � �� ��. oJ Vil �: ��'�"/ — _ _ _ � — _ � �D�� I� V� .. � . � �, — — � � _. — — � � � � — / — — ._ � _� — � _ �- �GRA 5 TL-3 TY � � � j II _ GRA 3 T \ � 3 0 - T I T- xisnrv� - � � \ � F E— ' � i — — — � � ,� � .� . � F --- � � � - - � _ - � — �—w�e—� _. — — _ � � E � ,� \ 0r�� � � ,� � � � ,� � � � ,� � � � � � � ,� �t ,� � � �E _ _ _ _ -€ � �__ � / � � . ,� � � � � ' � � ,� � ,� � � �� � � � � ,� � � � .� ,� � ,� � �` ,� � �` � ,� � � '� � ,� � � � � ,� � '� � � � m � �/ � � � � � � � � � � .� � � � _ _ I ,� � '� � � ,� � '� � � � '� � � ,� � � ,� � � ,� � � � � � � � � ,� � � ;�—_-- '�. �'� �� .e � '�\��r�/.� �.\��I,. �'� �� �� � ��.. �� �� �.� �� '� �.� �,� �'l� '� �� �� �` � �.� �� `� '� �� �� �� � , � �� ��� �� �,K ��„ �� �� �� �� V � SITE 2 0 SIiE 3 SITE 6 SITE 7 SITE 9 PROJECT REFERENCE NO. SHEET NO. l7BP.6.R.40 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE ]E II�LANS DO NOT USE FOR 1 W ACpUISITION FRELIMIN I8Y PLANS DO NOT [rSE FD CONSTRIrCTiON ... . ............ ..�.�.. �. .�.�.�.�..�. BM #L ��.�. .�...�.�..��.�. . . . . . . . . ._ -_._. . . . . . _BL- STA 8+05.42, 71.85' RT . . . ._'- . . . . . .-� ' .. . . . . -L- STA 14+15.92, 88.97' RT . . . - .. .. .... .. . . EL 49.83' . . . . . . _ . . _ .... ........ .. ... . .. _.. . i i i .. i .., , .. , „ , ._, -. Pl = 12+00.00 �' - - : . Pl = 14+55.00 '' '' - EL = 52.45' EL = 5322' vc = ioa - vc = i2a K = /86 � K = //4 - ' , _ —L— JI H l.: EL = 5?_.77 +XJ.8400% (+XJ.302( 50 ---- �\ ,- 40 BEGIN GRADE \ -L- STA 11+50A0 EL = 52A3 � �: . -- - -- — - � � I � �_�� _ ��- ��-�� _+ • _ � ---�_�� =-=G-. -,_- '�----; - 11 12 13 14 —L' J/ H /J EL = 53A3 BRIDGE HYDRAUUC DATA DESIGN DISCHARGE _ 1300 CFS DESIGN FREQUENCY = 25 YR DESl6N HW ELEVATION = 492 FT BASE DISCHARGE = 2280 CFS BASE FREQUENCY = l00 YR BASE HW ELEVATION = 4950 FT OVERTOPPING DISCHARGE = 5/7/ CFS OVERTOPPING FREQUENCY= 500+ YR OVERTOPPING ELEVATION = 5/5 fT DATE OF SURVEY = 07/29/20/4 WS. ELEVATION _ �� F.r. AT DATE OF SURVEY 15 16 -�_ �_ �. l . . ._ .. . _ . . . . . . ._ . . . _ . . _ . . . i - i I �.. ..!i !i.. Pl = 2/+10.00 - EL = 535Y --` .- _ VC = l00' � ` K = /65 . ' _ � , BEGIN BRIDGE -L- STA 2/+6888 ____ . _.�__.-. EL = 53.33 17 18 19 BRIDGE HYDRAUUC DATA DESIGN DISCNARGE _ 1300 CFS DESIGN FREOUENCY = 25 YR DESIGN HW ELEVATION = 492 FT BASE DISCHARGE = 2280 CFS BASE FREQUENCY = l00 YR BASE HW ELEVATION = 4950 FT OVERTOPPING DISCHARGE = 5/7/ CFS OVERTOPPING FREQUENCY= 500+ YR OVERTOPPING ELEVATION = 5/5 FT DATE OF SURVEY = 07/29/20/4 WS.ELEVATION _ �� � AT DATE OF SURVEY 20 21 � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN W ETLAN D � DENOTES HAND QEARING DENOTES TEMPORARY FILL IN WETLAND . ..BM #2: .�.�.� I �.�.�. � -BL- $TA 17+48.67, 124.52' LT . . . . . . � -L- STA 23+58J7, 10827' lT � � � �. E L 49.1 S �. : . .... ......... - - Pl= 23+50A0 - EL = 52.78' vc = ioo� , K = /40 END BRIDGE -L- STA 22t4/J2 EL = 53J1 _._._ , 60 -J1A200% 50 22 23 24 25 ❑� lol � � � � � � � � � � � � � �� � � �.��11►`�'j�i�� . --- . � �( _ _�� ----��� SITE 3 _ _ —� � ,� � E � �� �� r��-,\ ��--. _r , SITE 2 SITE 4 PROJECT REFERENCE NO. SHEET NO. l7BP.6.R.40 4 �� �. RhV SHEET NO. ' ' I �. ROADWAY DESIGN HYDRAULICS / y ENGINEER ENGINEER � � INCOMPLE ]E II�LANS _ ` DO NOT USE FOR 1 W ACpUISITION FRELIMIN I8Y PLANS DO NOT [rSE FD CONSTRIrCTiON Prepore � me c"�I� se rvo: Office of: �7V icnas �r „� ���n �� _�: w.._...� ,3z_3aoz Prepore in ihe rvL �F9t+M -.cENSE uo�' PE RM IT D RAW I N G °"'Ce °` �ECO�o��caL "�' ` SH E ET O F ENGINEERIIYG F F DENOTES FILL IN � DENOTES HAND WETLAND CLEARING � DENOTES EXCAVATION � DENOTES TEMPORARY IN WETLAND FILL IN WETLAND _.s._. _ ' �•��' �� -:".�����.����i s ..�� ���.��:�.��.�.:.��.,�.��.�.,���.�.�.��;�'�s'.��...�".a�.��-�°'.����?'�'+��:r.r��ir'�'i�,��'!"�'�/_°'.r�.r�'�'.r�'��ir�.�'�'r��'�'�'.�i�-�'� �`' '�.i.+il�'.� _ _::��' _ -- - - -- --_ _ _ _ _--- --- --- --- --- --- --- -_ - - -� -- ---- - ------- _ - _---___-_-_- _ _--- -_ - ■ ir�C--,-iic- Ht` ,�IC-/�-if- �, F�. ,��c; .. �.� � �- ,� � .�.�..�.. ��,_�_�,_ ��.. ,�, SITE 5 --- .-- -- -- ,— ,.. . _ — — —i i � — , �����_ _ ����� � �� - - - .-,,---�-�- SITE 6 -- -- � � ---- ,,,� ,— — — _� ���� - - - - - �.��.� - - - - - _ _ � ,� - _ _, - , , `� � v SITE 7 �- 1��, -- ---,` �— — .� � �' � � SITE 9 SITE 8 lol � � � � � � � � � � � � � �� � � �.��11►`�'j�i�� . --- . � � _ _ � — _ � � _ SITE 3 — — —� � � � E � �� �� r��-,\ ��--. �r, SITE 2 SITE 4 PROJECT REFERENCE NO. SHEET NO. l7BP.6.R.40 4 .� ' RhV SHEET NO. �,-� ROADWAY DESIGN HYDRAULICS � _ �I_� ENGINEER ENGINEER � \ INCOMPLE ]E II�LANS _ DO NOT USE FOR 1 W ACpUISITION FRELIMIN I8Y PLANS DO NOT [rSE FD CONSTRIrCTiON Prepore � me c"�I� se rvo: Office of: �7V icnas �r „� ���n �� _�: w.._...� ,3z_3aoz Prepore in ihe rvL �F9t+M -.cENSE uo�' PE RM IT D RAW I N G °"'Ce °` �ECO�o��caL "�' ` SH E ET O F ENGINEERIIYG F F DENOTES FILL IN � DENOTES HAND WETLAND CLEARING � DENOTES EXCAVATION � DENOTES TEMPORARY IN WETLAND FILL IN WETLAND s. .s, � .- . .- ...�� �-� ��� .►���.��c:.r.:.��c�.�.�i:;�.��:' �� ..�'.�i��'.a�i�iC'.3�+AEe,�'/°'.r��i � � ... � .� �'s - - - �-�yrr�j'�.r�f�.���+..,� ,.s.s , ..�.�.°..�.�� � •:�3'-.�.�s�:►�-�.I°'..��.�s�i".r_�,.�".�"+'�i:-.r�ii�i�°',.r��/°'+'�ii%'".r'�.��'.r�'��.r�.r"��'���'r�.�'�'�i��'.�'.�a'...�-.i�.i.+l�'.i _ -:.��-_- --- - - ------_ _ _ _ ---_ -------- __- _ - _ --___— _ _� _- _--- _ --------_ _ _ --_ _ _-- _- =-- -_ - L � _ _ c- r c- c- Hf � �- ,� � r.�.�..�,. �r,_�-_r,_ ��.. ,�, SITE 5 — — — ,---� — __ __ ,, ---� _ ?����� - - - ����� ��-� . �,----��---� SITE 6 ---� -- -- , — . �-- _���--���� - - - - - �.� �-� - - _ - - _- _ � _' „ � : v_ SITE 7 �- I'�, -- ---, , �_ — �. � �� � � SITE 9 SITE 8 Hc Finw uceuse rvo:P-onv O 2.5 S PROJ. REFERENCE NO. SHEET NO. Off'��ce af: n� �� su��T =�, o�s�;�b�aa� z,a °-°-� `� ��7 � 1 76P.6. R.40 X-1 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 55 , .. ��_, ... a,,., 55 � � . �_, �, , - - � _ � : - �� PERMIT DRAWING - , _, � � _ - :: ^, L SHEET OF 50 i- _, 50 ;.. ..., .. � ._,.: .... .... ..;_ . ;_..' _,. . ., .. L_. .�.. .:.., .. ... .. . ... �....� ... . ..,_. .:.. ... :..,_ . .,_..- �_ 45 - �,�' � �:: ;:: ,: : 45 : _� +;� I I ; 12+25.00 - - r --...,. .,.�. .. � -I-...�.:. ..., .. . . ... . .�, .. � � . =1_ I. .�, . . . . . , . . . . �. . . . . � . .. .. . .. ... .. .. . . . . . . . . .. .. . .. ... . .. . ... ... ,. . .... .. . . . . .. �_ . . ---- --- --- -- --- � - . . -------� -- �- ----- --- --� -- � --- � -- ------� - ------� -- -- ------ �-- -- --- --- � -- ------� - -�-----� -- � . . . . . . . . . . . . . ------ --- --- -- � -- � --- __._. .__._ _-.- - - __.. ._ _ _ .- , _ � _.� � �..i . .i. _.�. ._ ._ ..�. __ __ � �� �, - . � � � � � � � � � - - � - i. .._irt __.. ... i' - �. _....r �: - r - r - r. - � : . . __....... _ _ .�....__i ..� . . . . . . . . :._._� ..._ . . .f r - - . --...... _ : -�i i �i ii i-. i i i i i . .. . _. . .. -.... . .. _ . . 1 . . �.. �i. . .. _. _ _ . .�._ . ... .�. 55 , - � . � J ; : k:1: I � • F . : : : : 55 � . . . . . . . . , �, �, -� r - r �I i. :-i 7 . _ . . . . . � . : � -� i7 1 , �. c �. : :. 1 � i _ ._. . :. . . . . . . r--���. : : : � ... . : ; : : r � : . : : . . : : �.:.4 : . : . �"'.� . . . �� . . . . . . -- .._i... ....... .. .......:.......:.. .... :... . ........ . . . : : :.. . . i . ... . . . . . . . . .. . . ... ... . . . . .... - . _.,. . . �. .:. , . . . : : . . � ii 50 f ,_ � � �_ 50 I� ,.. ;.. ..., .. ;_ . ,. .... ,,.. ...; .... .;_. -.J .�:.... ..�. .. . . .. .... .... ..... .... 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'. •: i . � . . . . . . . . ...._ ��.. . � . . . . 50 ri-_ _� _ . . . _ . _ . . + r 50 . . . . . . . n: _ .i :. ,.-, .._ .... ..,_ . ,_ .. .... .... . .. �- r ..., .... .... ,.. . i;. . �j.; .. .. � �.�.I..... �..I.� .... . ........ �.�.�� ... �li Li :..:.�.��.� .... .... . . . , . . ._ . . . :. . , _ . � _. . . . ,.... ...., .. . . .. 45 i- ;-�--!� ' I , �, 45 -� r � : : ' : : : � : : : : �:. :� � : : . : : . . � � . . . � . . . . _ . � . . . . . : �. :. : :. . :. : �� : : . . .. � . i : . �,. ..!_ . ... �:.�.. : '. . . : '. �. . . '. �. �. . . . : �. . . . �. '. . . �. . . . ... . . . ... .,_ . ._._ .. . . ... .. .. ... .. ... . ..:.., . . .. .. .... L ..... L. ... .i .�. . �. ... . .�. . .. . . . . �.. .. . . . � �. . . . . . �. . . . . . �. . . . . . . . � . . . . . . . . . . . . �. . . . . � � . . . . . . . � � . . . . �. . � . . . . . . . . . . .. .. ' .. . . . .. � ; 11 + 75.00 . �_. = ` r _ -f- ;- - + � -� ; _ _ . , � ,� � -� ._ � ;� - 40 : � � ---- � ° --- - �'�---- ----- � -- �-�-- - - --- - - -- � --- - -- - -- - -- -- -- -- - � - -- - _ - -- = I - � - - -- - - T - - _ � H-�i-� ��+�-k+l�-�+�-i�+i-Fi_ � ' � � �,� ��� � I --- - -� � � � � � � � � W ETLAN D � � RiW WETLAND � - ; BOUNDARY RM/ � ' ---- - -- - -- - -- -- -- -- - -- - TI-- - - - BOUNDARY �-_ � � � � � � � � � � � � � � � � � � � � � � � � �, ,, ' � 0.��$ 0.02� � � � � � � �� 50 ___ , __ 2 0 / �0 2a � -_' _- ' - - ----- ---' S0 / � �r , � s'' ---� � �/ 52.03 ��---------------- 45 �� SITE 1 SITE 2 45 � - . _ _ I I BEGIN PROJECT -L- STA. 11 + 50.00 � _ _ -�-- - � - . -; ,�� � � � �, 11+50.00 '� ; � -�-�- -,�; ; ; - - -- - =- - �o ---- - -- - - - -- -- -- - --- -- - - - --- - �o �, u, � � � � __ __ � � � � � � --- - -- - - - -- -- -- - --- -- - - - --- - -- --- - --- -- -- - - - -- � � , , _ - - - - -- - - --- --- -- - -- - � � � � � 50 - - - - - - - - - - - � - - - - 50 � �, - � � �� : �, � � � � � � � �� � � � � _ _ �� �� � ,�_ � � � � '�- - - - - - - - - - - - , � - - - - - : : � , � � � — �, , � -- - - -- - -- - - -- - - - - -- - - '— - � 45 45 ,� � , z ,� -�- � � , , � ---- - -- - - -- -- -- - -- -- - - --- - --- - ------ - --- -- -- - - - - -- - --- --- -- - -- -- -- - - , �� �� - 11 2500 � � �'� � � �°� � + ��� ��� ��, ��, � �� ��� ------ - - -- - - - -- - - -- - -- - - . - -- - -- - -- - � , , T � T � ��� - -- - _ _ T _ — � : ��� _ - --- - __ _ ��a �o -- --- --- , , , , _ �o �.�Z �n r�� _L _ ��w ��, ��_ ��� ��� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ���. 75 70 65 60 55 50 45 40 35 30 25 20 15 10 i_i . _ .. -- - - r i " �_ : .� . . , � : . � ... .� . � . . . :. ..�� . . . '� . i.. . L _. �:. . �,..; .. _. { 55 �,�� I ; :: _ � �� i i - + ;- - - r --...,. .,.��. .. � -I-...�.:. ..., .. . 5� . . =1_ I. �.�, : : i�'uiii iii'uGGiii i'uiGGiili � � e ee���e�:?� �' :'�� C�E:'��� =�9��' ■ iiCiiC'�u'1CCCi=���� �� CC��EE�. . �:�: ee���i9��' �:�eeEE�'�3��e�� ' iC.CCC�� CS �:�7:C:.��CCC:=9��I : �EeEea�CE�':� �=C:ECCO�T��CS�� ' :a:�:ee::a�� ��:E�������I ��: C�������� I �•T•C••a�GC •■ ��� � � � CCCi�� C.�C� � ■ '7C�:�:JCCC'.i� �:T.CCC.B JCCCC3B� I ��:eee����' �i��EEE�'�3EE�3i��3� 55 � : - 50 .- . -- - 45 60 � � � � � 55 � � � �, � � � � x 50 z � 0 �� �� �� �� �`� 45 � � Ctjh��� _ - ----- --- -- -- --- - �,4S [: -- - WETLAN D _ BOUNDARY - - R!W °` _ o g — -- ,— — — � \�/ \�/ \�/ � � NC fIHM LICENSE No:P-OJ]9 O 2.5 S PROJ. REFERENCE NO. SHEET NO. Off'��ce af: n' ,��, $�J�IT s�� o�g�,�b �aa� �,a `7 -�7 7-� 1 7 B P. 6. R. 4 0 X-3 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Ll: ... _ .1:: .a1: I_ i �rt ' � -� ' -� - PERMIT DRAWING �- _ , �; _ SHEET OF L : . .._ . � .. .. . .� _� .:. ...:.. .... :..:.. . .;....� . � . ,_. ,_ . _ : 55 ',: : ' ' ,: 50 r _ --- ----- ----- _ - -- ;- � - ;- ; � __ ___ . - _, � _. - ; ; -_ , : __ __ , � , , , , , , , _. _,+ _.. � - , -. .r , , , , �: __ . . _ _ .� . __� j . . . _ _� . _ . . j , - �- .: _ . � „ � � �� � _. 14 + 75 .00 . � '- . J : _ I-�: i r' , � �� , r i � : � 4 �--- -- -, � ___ � _ _ , _; r.� , _ ,, _ r_. _ . .. _ . _.. _.. ' �1, :: lL _ ,. . ;��_ . 14+50.00 �.r n . ; : � . _. _ -_ _- -- - -- __ LL — � _ .. �—__. _----- ---_-__ _-___� � � ;. ; � ,� ` - ,-:: - , - __ _ _ _ - _ �� - _ -� � , � , _i '� � :. � � ; : _� � F, -.: _. ._ , _ _ _ _.. �+ � , ._ � , �_ � ��. .. J .. . .. . � �� _ L� . �. . .. .. . .. . . .. . . L . .. 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'. . __L l- l.. . . . . f- !- - f .--'-= -: _, � . ;_: : . , . . . . - r n ,—�r , —r-r 50 � � ---- - -- - -- - -- -- -- -- - ---- -- - - --- ----- ----- - ---- -- -- --- - ----- ----- --- -- -- --- ----- ----- --- -- -- -- - - - --- - - -- 50 ,� � , :, , , � ,. ; - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - — � , , -- -- - - -- - -- -- - - - -:- -. ... - :- -- - - _ ;; ,, ,. , �: - - -,- - — , � , � ; , , ;,� ,�� � r ;� � � � � � � � � � ----- - -- - -- - -- -- -- -- - --- -- -- - --- --- - ------ --- -- -- - - - 45 ' � � � � � � 2 � + ��. �� ' - --- --- -- _ -- -- -- _ -- � � -' � � � ' ' 45 � - - - - - - - - - - - - !I � � � - � � �� � � � - - - - - - - - - - - - - - - - - - - - - - -- -- - -- - - -- - - - -- - -- - - -- - - ' 55 , � : : ' � : : : 55 � �T —�� � : �� � � , , a� � � �: : � �� ��� �� ���� ��,, �, � �, ,,. � � � � _ _ _ _ _ -- - - -- -- - - -- - - -- - -- - - - -- - , - -- _ , , - - - , � , , - _. � , ; _ , ; 50 � � - �. 50 � � �� � ---- - -- - -- - -- -- -- -- - --- -- - - --- - --- - ------ - --- -- -- - - - -- - - --- --- -- - -- -- -- -- -- - --- -- --- - - ----- - ------ - - - - - - - - - - - - - - - - - - - - - - -- - -- - - -- - - - - -- - - - - � � � 19 + 75 00 �� � � 45 ---- - -- - - - -- -- -- - --- -- - - - --- - -- -- - --- -- - - - • - - - - -- -- - -- -- - - --- ---- - 45 � �, � �, __ __ � � ; � � � --- - -- - - - -- -- -- - --- -- - - - --- - -- --- - --- -- -- - �« � � � � � � _ -'-` - - - -- - - --- --- -- - -- - � � '� � � 55 - - - - - - - - - - - � - - - - 55 � �, - � � �: �, � � � � � �� � �� � � - - � - - - - - - - - - - - - - - - - - - - - - - - - �, : , � _ � , � - - - - -- - - -- - -- - - -- - - - -- - -- - - - - - � T ,,, , „ „ , „ x 50 - , ;. 50 z � � -,�� � , , , o ' ' --- - --- -- -- - - - - -- - --- --- -- - -- -- -- - -- - ---- - -- - - -- -- -- - --- -- - - --- - --- - --- �� - �� �: �;,. ;�• ��* ---- - - - - - - -- - - -- - -- - - - -- - -- - =-- ' -- - - _! ; - ' , : __ _ T; . --- T __` _ __ "'� � 9 -i- `J�.�O ' -. - T � 45 �� 45 - -- -- �� , �.� �.�� � �.�, �,� .� �� �� � �� � �.�� �- - �a��� �� � .�z �� -� - �, �_ �� �� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ���. Hc Finw uceuse rvo:P-onv O 2.5 S PROJ. REFERENCE NO. SHEET NO. Off'��ce af: n' ,��, $�J�IT s�� o�g�,�b �aa� �,a `7 -�7 7-� 1 7 B P. 6. R. 4 0 X-9 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � �_� . . . . . � � : a _ . .a�:. �_� �� � _ _� _� : �� PERMIT DRAWING - , _, � � _ - :: ^, L SHEET OF 55 i- _, 55 ;.. ..., .. � ._,.: .... .... ..;_ . ;_..' _,. . ., .. L_. �.. .�,.. .. .. . ..._. .�,. ... �,.._ . ..._..- _. .. ._.. . .; .. . . .... .. ... ..... ..., �_ I I I I ! ! i 50 - �, � ' � � . . , ; ; . . 50 _ L ..... L .. .. I I ... I . . .. ... .. . ... . . ... .. . . . . � �L . . . .. . ' . . . .. .. .. . .. . . .. . . . �. .. . .. . '; ', . �. ' _ I ' 1_ � . . .. � �. . . I ... . . ; . . '. . . . . . . . . . . . . . . . . . . . :. , . . . . . . .. _. _ .... . .. ... ... . .. .... . ... . .. . . . 45 r=i_i � 23 + ��.00 45 -_ - -- -- -- --- ----- - --- -- -- --- ----- ---- _ - - ----- -- -- --- � ----- - , � ---- --- -- -- --_ -__ __ , � - - __. - --- - - - - � � _ �; _,� � .j_- - - ,' _' , - Fr ; , , , , , , � ,� -r -r -r.- � . .. � � � � -� .� �. . __....... _ .�....__i ... . ... :._._� ..._ .. . �.. - - . �-...... _ . - � i i , � i. , � i.i i_:, .,, ,.,: . .. i i i . . . - i : ,:_ i .. _. _ _ � . . :�. _ 1 . : : : . �� . :. . : � l � ll . . . . . 55 � � �- �. � J;: k:1: I �• F::: 55 �. �, �, -� r - r �I i. :-i 7 . _ . . . . . � � : � -� i7 1 .. �� : :. 1 � i _ ._. . :. . . . . . . � r--. : . ; : �f � 1 : : E T' -- _�. � - . _,.:,..::.. � �, 50 f ,_ � � �_ , i : 50 I� ,.. � � ;.. ..., .. � � ,, , , ;_ . ,. .... ,,.. ...; .... .;_. -.J .��;....-.. .._,� ............. .... ..... I�. .... .... ...,. .... 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L. . . . . . . . . . . . . . . . . . ....... ... .... . . .. . .., i. . . . ; . . . . . . . . . . ., . . . � . . . . . . . . . �. �. . il. .. .. I l _ _ . .. ..1-.l .. .. . . . . ... .. .. ' .. . .. . . .. . .. . . .. .. . .. . .. __L l- 1 . _ � .. '. . 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REFERENCE NO. SHEET NO. Off'��ce af:�n � �� ��IT Sxi oeaeowwr�as2 2ie °-°-� 's"�s;saaF' `� ��7 � 1 76P.6. R.40 X-10 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i . u . . . , .. . .....i .. �.. rr � � ./ ........... h7 til .... �� I V/ . I � — 50 45 60 55 � �� 50 —. 45 55 —�- 50 �:. �'r? � �: �: 45 �. � � �: �. 55 � — �; �:. 50 45 55 50 45 �,��� — — �, �, ��� ��� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands inWetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 11+50/12+77 -L- LT 1@40', 1@45', 21" < 0.01 0.01 CORED SLAB 2 11+50/13+24 -L- RT 1@40', 1@45', 21" � 0.01 < 0.01 I < 0.01 CORED SLAB .. .. ..i I_ .. .. 3 13+72/14+51 -L- RT � 1@40', 1@45', 21" < 0.01 < 0.01 < 0.01 < 0.01 CORED SLAB 13+68/14+00 -L- LT 1@40', 1@45', 21" 4 CORED SLAB < 0.01 < 0.01 � 15+25/20+90 -L- LT � @���, 24' CORED.... __. _ .; :. .� __ _ .,. .: . 5 SLAB < 0.01 I I I 0.07 I 6 15+53/19+10 -L- RT 1@70',S 4'�' B ORED 0.03 __ — ' ---- �� ' 1@70', 24" CORED -- � 19+p0/21+g2 -L- RT SLAB �I < 0.01 � �I < 0.01 I 22+22/24+00 -L- LT ��° �0', 24" CORED 8 SLAB <0.01 <0.01 I <0.01 I <0.01 � 1@70', 24" CORED 9 22+23/24+00 -L- RT SLAB < 0.01 < 0.01 I < 0.01 I I 0.01 � � � � � � � � � I � � � � � � � � I � � � � � � � � � � � � � � � I � I I � � TOTALS: < 0.01 < 0.01 � < 0.01 � � 0.15 ' � I Impacts: Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 Site 7 Site 8 Site 9 Total Fill In IHand Clearing Temporary Fil� � Excavation Wetlands In Wetlands In Wetlands Due: yyetlands (Sq. Ft) (Sq. Ft) to EC Devices (Sq. Ft) (Sq. Ft) 0 565 148 I 109 5 I 332 0 155 0 I 2858 0 I 1229 0 353 21 I 293 4 � 661 177 � 6545 �I� I�Ci m m m � e � �' 0 0 150 0 0 0 7 136 19 312 NC DE:PARTMENT OFTRANSPORTATION DNISION OF f-IIGHWAYS COLUMBUSCOUNTY WC?S - 17BP.6.2.40 (SF-230243 & SF-230245) BRIDGE #243 and k245 OVER SLADE SWAMP P 5/4/2015