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Home My WebLink About20180997 Ver 1_2018-04-12_U-5725_201807191-li�}7�Nc1y North Carolina Department of Transportation � Storm�vater Highway Stormwater Program �� ,.,. : STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 50162.1.1 TIP No.: U-5725 County(ies): Halifax Page 1 of 2 General Project Information WBS Element: 50162.1.1 TIP Number: U-5725 Project T pe: Roadway Widening Date: 3/29/2018 NCDOT Contact: Matthew Clarke, PE Contractor / Designer: Matthew West Address: 509 Ward Blvd. Address: 421 Fayetteville Street Suite #600 PO Box 3165 Raleigh, NC, 27601 Wilson, 27895 Phone: 252 640-6419 Phone: (919 264-6652 Email: wmclarke ncdot. ov Email: matthew.west kimle -horn.com Cit /Town: Roanoke Rapids County ies�: Halifax River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Project Len th (lin. miles or feet): 1.53 Surrounding Land Use: Farmland, Residential, Future Development Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 17.1 ac. 12.5 ac. TyplCel CfOSS SeCi1011 DeSCflpi1011' Proposed NC-125 - 4 lane divided with 23' raised grassed median, curb and gutter, 14' outside lanes, 12' inside Existing NC-125: 2 lane, 11' lanes, grassed shoulders with 2:1 side slopes or Flatter lanes, 10' shoulders with sidewalk on the right (looking downstation), and 2:1 side slopes or flatter. Annual Avg Daily Treffic (veh/hr/day): Design/Future: 15100 Year: 2040 Existing: 10400 Year: 2017 General Project Narrative: This is a Division 4 managed project. Existing drainage patterns to be maintained to the best extent practical. Drainage systems sized with future development taken into (Description of Minimization of Water account. The following items were incorporated for the Minimization of water quality Impacts: Quality Impacts) - Culvert buried 1' and has a 1' sill. Culvert barrel will be back filled with native material or class A rip rap to sill height. Native material will consist of material that is excavated from the stream bed or floodplain at the project site during culvert construction. Native material is subject to approval by the engineer and may be subject to permit conditions. Class A rip rap may be used to supplement the native material. If rip rap is used, native material should be placed on top to fill voids and provide a flat surface for animal passage. - Alignment was designed to minimize wetland and stream crossing impacts - 2:1 Slopes were used to reduce structure length and limit wetland impact - Grassed swales utilized to the maximum extent practical Waterbod Information Surface Water Body (1): Chockoyotte Creek NCDWR Stream Index No.: 23-29 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N!A Project Includes Bridge Spanning Water Body? No 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) �.,-_. , North Carolina De artment of Trans ortation i I-llgll�� ay p p STOYlIlWr']t�f ' Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 50162.1.1 TIP No.: U-5725 County�ies): Halifax Page 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) ft ft (%) (cfs) (f s cfs) (fps) Used Buffer Rules? � 11+00-Y3- (1)Chockoyot 0.0 3.0 3.0 0.3 25 92 0.50% 0.5 1.0 0.7 1.1 No No 11+g2 -Y3- te Creek � 8+50-Y3- (1)Chockoyot 0.0 3.0 3.0 2.5 250 300 0.70% 3.7 1.9 4.9 2.0 No No 11+50 -Y3- te Creek � � 18+50 -L1- (1)Chockoyot 0.0 3.0 3.0 0.4 40 200 2.20% 0.5 1.8 0.7 1.9 No No 20+50 -L1- te Creek � � 14+50 -L1- (1)Chockoyot 0.0 3.0 3.0 0.3 29 75 1.30% 0.6 1.5 0.7 1.6 No No 15+25 -L1- te Creek � � 14+50 -L1- (1)Chockoyot 0.0 3.0 3.0 0.3 31 90 1.60% 0.6 1.6 0.8 1.8 No No 15+40 -L1- te Creek �� 11+50-Y1- (1)Chockoyot 0.0 3.0 3.0 0.2 22 100 0.30% 0.3 0.7 0.4 0.8 No No �Z+50 -Y1- te Creek � � 15+40 -L1- (1)Chockoyot 0.0 3.0 3.0 0.4 41 210 0.50% 0.5 1.0 0.7 1.1 No No 17+50 -L1- te Creek Additional Comments •� See Sheet � A For I ndex of Sheets See Sheet �B For Conventlonal Plon Sheet Symbols , , , J�'i \ !r � �l { / csx'9qi eF � 95 � ��p� �'�FF� � — — � O'T 1 � 1 L END _ � PROJECT �o ; U-5725 �� ` j - ' _ Rp �C � . . _ � 4 2 �URGN S��N � 125 � �''�'��o li��F /�s �FRi�� <F�/o � RO � 125 l\ I � . 3 BRIDGES RD � BEGIN PROJECT U-5725 �95 PERMIT DRAWING SHEET � OF » *- PROPOSED T RAFFIC SIGNAL O o �, ti q`� T �� c��yT�y c�� 9� Cy��Oy°TTE' CREEK 1 8 301 � � �0 �O � �`�� S� � �`�e J� � ��J 12 5 �e- viciNirr �1AP HALIFAX COUNTY � 0 z c� � 0 w i � �� `� ��\�� )�J°� �� '�� 0�� — � � ) �� 1�� -�` �� ',� `,�� 1, , LOCATl01�: 1�C I2� FROM I-9� TO OLD FARM ROAD SOUTH TYPE OF WORK: GRADI1�G, DRAI1�AGE, l'A VI1�G, SIG11l�I1�G, SIG1�ALS, A1�D STR UCTURES �- - - - i �' E ��.' I1� � �� ,; � - � _ - �" -� i !I / , ul i , i a �" — c, � if � ; , ' I r I I � I , �� I j _,', , ;,, � �'' � "` „ � ` , � , , , � � , � ,� � �, , � �. �� . - - ` �- � --��,'° _ �- __. --a- --1 � ' _ - - _� _ _ _, - � . _.. % �• _ ' - \� � . , . � . ' � �. , .. . . . I I �� . , . ;. : .. I � � '4 , ' ` � i'�. � #. , ! � I ..,.r...,_. :1 i 1 .. - ' ; � : � i :. ..,f. • • (: '�`�. :-"��. : ♦ • ♦ ' )�j ��..r. , � � ..J.1.'...�,: ..`> � , : � .f;••. - :�.1..1.."..:�: �. • � . � :L:'" , ' : . ♦ •,.k,k. �,� ^� . , .,, i '�..k'��..`. r" � •. l . . f ` � 1'f��` \ , � .•. w\' . � � ,.., w ' �` , � .. . 0 " � � . , . ' o� , -�� .� � . '� ,�0�! �\ i � , �� . ,�i ,. I . . ,. -_' _ BEG/N T/P PROJECT U-5725 " - - - - - -L- Sta. 13 + 00. 00 -- ; 6' ► � � 71 w , . � -L- '� � NC 125 Ir----- -'--- � � I � I � � � �----- --=-------- � ..� i ,,, . , , ,, , , . , . . �, � �� '�N � �� ,, ��J � �� ' �v �� END CULVERT `� -L- 84f5638 ., `', . BEGIN CULVERT � � -L- 84+47.62 ` �' �, . : 8 '�.;9 � tih � �` � ; r! � C1 � ;�.::��- ,.;� SITE 1 END TIP PROJECT U-5725 -L- Sta. 93 + 80. 00 `"'--- , - ;�=' --.� -L- I� � �'T'' ` �� F � :�." � � : : : : :� �. R� ARM ' ::�::�c.:::; �, S ' � `� 7� / "� O TRIBUTARY TO � CHOCKOYOTTE j ,,,• �� , � k �.., / CREEK � `��:;:i:::�::�:;' � � N� ,. �f :,�� ` �� :: �� \ . � .Y� f { � , �� .x .,. � ,�. e� �� \ � � :_,«,..,..,..;.}........ ;�� '},•. �1Y � ..}• : `, ks. � t f�':x: � 1�� Y i�'�� -:�+. , ,, ;. T O �js �58 l` _ :a �� D�{9 �SQD°IC' LT51G ��r�ll8 L8% W ,s\�4�1Up5II'1C'II�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� C c,RID N NA� $� 5 ��v��,E�� ,��v� �� N�D"�' �LT�IC IR��dB 1E8�" W _��.�2id�d"I"ll�Iv DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF ROANOKE RAPIDS GRAPHIC SCALES U-5725 DESIGII � DA TA PR OJECT LEI�GTH Ki m I e>>> H o r n �DRA ULICS E1VGIIVEER PLA11 rS PREPARED FOR y AADT 2017 = 10400 THE 11tCDOT BY: °201 Nc ucENSE pF�oios 50 25 0 50 �00 ,e,qDT 2040 = 15100 `z,FA�ETTE�"`ESTREETS�'TEsoo �� RALEIGH. NOftTH CAROLINA 2I60� PHONE: (919) 611-Ioao � � K = � O% 2018 STANDARD SPECIFICATIONS ��'� �� PLANS D = 55% MATTHEW WEST PE � � � P.E. � * T = 3%* PROJECT ENGINEER SIGNATURE: � � 50 2 5 0 50 100 V — 5 0 MP H RIGHT OF WAY DATE: ROADWAY DESIGIV E11lGINEER �� *(TTST 1% + D UAL 2%� APRIL 2018 RACHEL ABROMAITIS, PE ��'�' �� Q�� PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER �� FUNCTIONAL TIP PROJECT U-5725 = 1.530 MILES 5 2.5 0 5 l0 CLASSIFICATION: LETTING DATE: RURAL ARTERIAL TOTAL LENGTH JULY 2018 �Ro c�N� RE PROFILE VERTICAL TIP PROJECT U-5725 = 1.530 MILES NCDOT HIGHWAY DIVISION 4 P.E. � ) REGIONAL TIER SIGNATURE: N z 0 > w � � 0 N N \ � D ETAI L 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) F�n Slope ....... ... ..., Ft. FROM STA. 13 + 00 TO STA. 16 + 37 -L- (RT) FROM STA. 13 + 00 TO STA. 16 + 37 -L- (LT) FROM STA. 16 + 37 TO STA. 17 + 50 -L- (LT) FROM STA. 21 + 00 TO STA. 24 + 00 -L- (LT) FROM STA. 21 + 00 TO STA. 26 + 00 -L- (RT) FROM STA. 26 + 00 TO STA. 28 + 00 -L- (LT) FROM STA. 27 + 50 TO STA. 30 + 64 -L- (RT) FROM STA. 31 + 00 TO STA. 35 + 00 -L- (LT) FROM STA. 48 + 50 TO STA. 49 + 00 -L- (RT) FROM STA. 49 + 00 TO STA. 49 + 75 -L- (RT) FROM STA. 54 + 00 TO STA. 55 + 00 -L- (LT) FROM STA. 57 + 00 TO STA. 63 + 50 -L- (RT) FROM STA. 58 + 00 TO STA. 60 + 50 -L- (LT) FROM STA. 69 + 00 TO STA. 74 + 00 -L- (RT) FROM STA. 84 + 20 TO STA. 87 + 75 -L- (LT) FROM STA. 89 + 30 TO STA. 91 + 50 -L- (LT) FROM STA. 11 + 00 -Y3- (LT) TO STA. 57 + 25 -L- (LT) FROM STA. 14 + 50 TO STA. 15 + 25 -Ll- (LT) FROM STA. 14 + 50 TO STA. 15 + 40 -Ll- (RT) FROM STA. 15 + 40 TO STA. 17 + 50 -Ll- (RT) FROM STA. 18 + 50 TO STA. 20 + 50 -Ll- (RT) FROM STA. 11 + 50 TO STA. 12 + 50 -Yl- (RT) FROM STA. 10 + 80 TO STA. 12 + 00 -YS- (RT) FROM STA. 21 + 50 TO STA. 23 + 00 -Ll- (RT) FROM STA. 34 + 00 TO STA. 36 + 00 -Ll- (LT) FROM STA. 41 + 50 TO STA. 42 + 50 -Ll- (LT) FROM STA. 42 + 50 TO STA. 46 + 50 -Ll- (LT) FROM STA. 54 + 40 TO STA. 59 + 00 -Ll- (LT) FROM STA. 29 + 25 -Y3- (RT) TO STA. 59 + 00 -Ll- (LT) FROM STA. 65 + 50 TO STA. 67 + 00 -Ll- (LT) FROM STA. 68 + 00 TO STA. 70 + 50 -Ll- (LT) FROM STA. 76 + 50 TO STA. 79 + 50 -Ll- (RT) FROM STA. 77 + 00 TO STA. 79 + 00 -Ll- (LT) FROM STA. 80 + 50 TO STA. 81 + 50 -Ll- (LT) FROM STA. 82 + 50 TO STA. 88 + 50 -Ll- (LT) FROM STA. 88 + 50 TO STA. 90 + 50 -Ll- (LT) FROM STA. 90 + 50 TO STA. 95 + 50 -Ll- (LT) FROM STA. 8+ 00 TO STA. 11 + 50 -Y3- (RT) FROM STA. 23 + 50 TO STA. 25 + 50 -Y3- (RT) FROM STA. 26 + 00 TO STA. 29 + 25 -Y3- (RT) D ETAI L 8 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground �'.•� d � Geotextile B .� � Fill ��a�'ce� Slope � � � Min. D = 1.5 Ft. Max. d = 1.5 Ft. B = 5 Ft. Type of Liner= Class 'I' Rip-Rap FROM STA. 16 + 37 -L- (RT) TO STA. 10 + 80 -YS- (RT) EXI ST GROUND � � � � � � � Natural Ground D ETAI L 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) 1 oc � Fill '� D ��a'�'�e< Slope � Min. D = 1.0 Ft. B = 2 Ft. FROM STA. 28 + 00 TO STA. 31 + 00 -L- (LT) FROM STA. 63 + 50 TO STA. 65 + 50 -L- (RT) FROM STA. 81 + 00 TO STA. 81 + 50 -L- (RT) FROM STA. 20 + 50 TO STA. 23 + 50 -Y3- (RT) Natural Ground D ETAI L 5 SPECIAL LATERAL 'V' DITCH ( Not to Scale) d D Geotextile � Type of Liner= Class 'B' Rip-Rap o� 3% F�ii Slope Min. D = 1.0 Ft. Max. d = 1.0 Ft. FROM STA. 60 + 50 TO STA. 62 + 00 -L- (LT) FROM STA. 16 + 00 TO STA. 16 + 25 -Y4- (RT) FROM STA. 40 + 50 TO STA. 41 + 50 -Ll- (LT) FROM STA. 53 + 50 TO STA. 56 + 00 -Ll- (RT) FROM STA. 79 + 50 TO STA. 81 + 50 -Ll- (RT) FROM STA. 80 + 00 TO STA. 80 + 50 -Ll- (LT) D ETAI L 9 TOE PROTECTION ( Not to Scale) ,��e'� ��d Natural �1 �`�S��e Ground b � � �' d d = 2 Ft. b = 2 Ft. � Geotextile Type of Liner= Class B Rip-Rap FROM STA. 78 + 00 TO STA. 84 + 10 —L— (LT) FROM STA. 82 + 00 TO STA. 84 + 75 —L— (RT) FROM STA. 39 + 25 TO STA. 40 + 00 —Ll— (RT) FROM STA. 40 + 10 TO STA. 41 + 00 —Ll— (RT) FROM STA. 96 + 00 TO STA. 97 + 00 —Ll— (LT) FROM STA. 101 + 35 TO STA. 102 + 00 —Ll— (LT1 D ETAI L 12 OUTLET CHANNEL IMPROVEMENTS ( Not to Scale) PROPOSED 6' X 7' EXIST RCBC (BURIED 1') 66"RCP �� - � � i � 7' / \ � � � �� , � GEOTEXTILE � � =-i - � 1' 2� 2' 1' CONCRETE SILL �-� 6' -� CLASS II RIP RAP (W/GFD) COUNTER-SUNK INTO U PSTREAM C HAN N E L BAN KS STA. 84 + 20 -L- (LT) Natural Ground D ETAI L 3 SPECIAL CUT BASE DITCH ( Not to Scale) 1 ot � Front 3�' �e'� Ditch ! � � �C�d'� Slope � Min. D = 1.5 Ft. B = 2 Ft. FROM STA. 65 + 50 TO STA. 68 + 50 -L- (RT) FROM STA. 76 + 00 TO STA. 81 + 00 -L- (RT) DETAIL 6 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground �? •� d Geotextile — Ground • im e >>> orn 0�0,8 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 D ETAI L 4 SPECIAL CUT DITCH ( Not to Scale) � ot ? � o ��,�'�e� ,4ffer D Min. D = 1.0 Ft. Front Ditch Slope FROM STA. 24 + 50 -Ll- TO STA. 19 + 00 -L- (LT) FROM STA. 12 + 00 TO STA. 14 + 00 -YS- (RT) FROM STA. 11 + 07 TO STA. 12 + 50 -DRWI- (LT) FROM STA. 30 + 50 TO STA. 34 + 00 -Ll- (LT) FROM STA. 46 + 50 TO STA. 47 + 50 -Ll- (LT) FROM STA. 47 + 50 TO STA. 50 + 00 -Ll- (LT) FROM STA. 70 + 50 TO STA. 77 + 00 -Ll- (LT) FROM STA. 70 + 50 TO STA. 75 + 00 -Ll- (RT) FROM STA. 75 + 75 TO STA. 76 + 50 -Ll- (RT) FROM STA. 17 + 50 TO STA. 20 + 27 -Y3- (LT) F ROM STA. 2 0+ 2 7 TO STA. 21 + 00 -Y3- ( LT) '� �' � Fill D F�a��e� Slope ' ' Min. D = 1.5 Ft. Max. d = 1.5 Ft. B = 2 Ft. Type of Liner= Class 'B' Rip-Rap FROM STA. 62 + 00 TO STA. 68 + 67 -L- (LT) DETAIL 10 TOE PROTECTION ( Not to Scale) Natural Ground b d = 2 Ft. b = 2 Ft. Type of Liner= Sodding ,��e'� �� ti� ��`'��'Pe F d � Sodding FROM STA. 47 + 00 TO STA. 48 + 50 —L— (RT) DETAI L 13 OUTLET CHANNEL IMPROVEMENTS ( Not to Scale) EXIST PROPOSED 6' X 7' EXIST 66" RCP , - - � GROUND — - - - — - — -� GEOTEXTILE � 1' CONCRETE SILL RCBC (BURIED 1 j - � 7,� �1 y �--- \ � _� — - 1— - - % __ � � � �, 2, � � 2, �F 6� �I CLASS II RIP RAP (W/GFD) COUNTER-SUNK INTO DOWNSTREAM CHANNEL BANKS STA. 84 + 85 -L- (RT) D ETAI L 7 STANDARD BASE DITCH ( Not to Scale) Natural Ground Min. D = 2.0 Ft B = 3.0 Ft. STA. 30 + 75 -L- (RT) STA. 68 + 70 -L- (LT) PROJECT REFERENCE NO U -5725 ROADWAY DESIGN ENGINEER SHEET NO. 2D-1 PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Natural D ETAI L 11 SPECIAL CUT BASE DITCH ( Not to Scale) Natural Ground �•� d Geotextile — _ n,•1 � � � Front p ��a'�'�e Slope Ditch Min. D = 1.5 Ft. Max. d = 1.5 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap FROM STA. 74 + 00 TO STA. 75 + 50 —L— (RT) Natural Ground D ETAI L 14 SPECIAL LATERAL BASE DITCH ( Not to Scale) '� �� Fill � �D .,� �C�d'��e� Slope Geotextile � � Min. D = 3.5 Ft. Max. d = 3.5 Ft. B = 4 Ft. Type of Liner= Class I Rip-Rap (Banks Only) FROM STA. 33 + 50 TO STA. 35 + 50 -Ll- (RT) PERMIT DRAWING SHEET 2 OF » N Z � N i W � � a N \ N \ � D ETAI L 15 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground �'.• j 3'� ��e'� Sllo e D . F�° p d Geotextile B Min. D = 2.0 Ft. Max. d = 1.75 Ft. B = 4 Ft. Type of Liner= Class 'I' Rip-Rap FROM STA. 36 + 50 TO STA. 38 + 00 -Ll- (LT) NATU RAL GROUND D ETAI L 17 TOE PROTECTION ( Not to Scale) � d = 2 Ft. b = 2 Ft. Type of Liner= PSRM ti�1 �� F� d FILL - SLOPE FROM STA. 21 + 00 TO STA. 22 + 50 -Y3- (LT) NOT APPLICABLE FOR U-5725 �� I� ar� i r� � u rr r�r�� r�r ��:��t C�� r� r� � ti �r� �I i�r� rr�� i �t L��ti �r� �:�I�. � � i 1Q�+� _� L� �T a r� �d LT �i � 1�1+��. � L 1 �T � r� � LT ,.�.� ��+��'�� L� h� I� n� L I �, .� � 1C�Gt��_�� L1 �T � r� d LT u. �� I�I�t��_� I 1 �T � r� ri I 1;7. .�.� ��+��'� � � F� I � n � I �, .� � �GG+��_� L' f#T a LT �. � � 1��+1�.� L1 �T � LT �,.�.� '1�f1+f1 �� L'1 I� � n d L I �1, �� . � L� T � r� � LT �. �� t�. � I 1 tiT � r� �i I T I�. .�.� ��,� L1 h� �n� LI �,.�� . � L1 �T �d LT �. � � ��t�� . � L F�T � r� LT �. �� +1�.� 1 �T �n�d T �.�� . � L1 �T � r� � L �. �� +�� , � L 1 �T � r� � LT �, .�.� ��+�,� L� h� I �nd LI �,�� +�. L1 F�T ��id LT .�� . � I 1 �T � r� �i I T I�. �.� �� . � L� �T � n �i LT �. � ' +��. � L1 �T � r� � LT �. �� :I� C� r�� i �� i �� r� �r�i �� _ � D ETAI L 16 LATERAL 'V' DITCH ( Not to Scale) `Li Natural � �E— � Fill Ground `? •j p `3�• 1 /Ft. Slope d ' Geotextile Min. D = 1.5 Ft. Max. d = 1.5 Ft. Type of Liner= Class 'B' Rip-Rap b= 5.0 Ft. FROM STA. 79 + 00 TO STA. 79 + 60 -Ll- (LT) FROM STA. 79 + 60 TO STA. 80 + 00 -Ll- (LT) FROM STA. 81 + 50 TO STA. 82 + 10 -Ll- (RT) D ETAI L 19 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground v'.•� d ' Geotextile — C � Fill Slope ' ' Min. D = 1.0 Ft. Max. d = 1.0 Ft. B = 2 Ft. Type of Liner= Class 'B' Rip-Rap FROM STA. 39 + 45 TO STA. 40 + 50 -Ll- (LT) DETAIL 20 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural / Ground v'.•� "�1 d � Geotextile — � Fill Slope � � Min. D = 2.0 Ft. Max. d = 2.0 Ft. B = 6 Ft. Type of Liner= Class 'I' Rip-Rap FROM STA. 38 + 00 TO STA. 39 + 45 -Ll- (LT) Natural Ground D ETAI L 21 SPECIAL LATERAL 'V' DITCH ( Not to Scale) � o< ��?•� ��c�.'��e� D Fill Slope Min. D = 0.5 Ft. FROM STA. 54 + 00 TO STA. 55 + 00 -L- (LT) FROM STA. 56 + 50 TO STA. 57 + 25 -L- (LT) • im e >>> orn �c zo,a 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PERMIT DRAWING SHEET 3 OF i� DETAI L 18 BRIDGE GRADING DETAIL �__�... ,-- _ �„- PROJECT REFERENCE NO U -5725 ROADWAY DESIGN ENGINEER SHEET NO. 2D-2 PAVEMENT DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � z 0 cn > w � � O N \ N � � LEGEND � DENOTES FILL IN WETLAND �DENOTES TEMPORARY FILL IN WETLAND ' • * • DENOTES MECHANIZED �` '" ' CLEARING ,. . . : �DENOTES IMPACTS IN SURFACE WATER (DITCH) �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND 450'STORAGE LENGTH PERMIT DRAWING SHEET 4 OF » REMOVE n F E E F E E E �{ — — — — — — — — — — — — — — — — — — — — — F � — — — — � � � REN � � F /4' c B-� /4' � F /2' l2' � I Z � r u.5� i2� 11.5' � //.5' //.5' � � � /2' l2' 52 � l00' BAY TAPER � + E E E E E E PDE — — — —F — — — — — —F — — — — — — —F — — — — — —F- 18" RCP-IV �4� CB-G 18" RCP-IV — REMOVE �2. . / /� � � � �� .�� • �l� � ,�� l = - �•� '� '� � �� •� � �� ..�,�,� �ATERAL 'V' DITCH SEE DETAIL 1/SHEET 2D-1 5/ � —P - E C PUE C B-G 18" RCP-IV //.5' /2' �� F 36" RCP-IV CB-F 36" RCP-IV � � ..� .� , e 36�� PDE PDE PDE ; PDE —PDE ��--- ------------ PU �� PUE � PUE � PUE PUE� � _ _ � C PU PUE PUE PUE PUE IP SPECIAL CUT BASE DITCH W/CLASS 'B' RIP RAP EST 85 TONS EST 200 SY GFD SEE DETAIL 11/SHEET 2D-1 53 55 E TOE PROTECTION CLASS 'B' RIP RAP EST 125 TONS EST 275 SY GFD SEE DETAIL 9�SHEET 2D-1 E E FPDE PDE C B-G -L- NC 125 ll° 53' 3 . " E 18" RCP-IV PDE /4' /2' 11.5' 11.5' /2' C B-F �4� 36" RCP-IV _ . e� . — PDE ; PDE � PDE � — PF�E — � — — P�E — — — — P11E _ C PUE SPECIAL CUT BASE DITCH SEE DETAIL 3�SHEET 2D-1 C B-G . im e �>> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 3�A 2p11 Np,D $ PROJECT REFERENCE NO. SHEET NO. U -5725 9 RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I��VI�]L]E ]E �1LA��T� dT,fl N�`J[' �Lr�IE Fcfl� / � .�L'cQ�rl�d'1C'g�flN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,— -- — -- — —�. . - t. _ _ _ _ _ __a,,— _ _ 1: �'` �: . l: �. � +'. � ��: \ 1: l � !. � ,,� i� t. � �:• !: 1 ' ��- � I `� � � � #. '� t � � � I �� " �i � RCP-III ; {_ BEGIN 2'-9" C&G �" ;; STA 83 + 25 -L- LT / SEE SH�fT 2C-1 , t� ': � i. 24" RCP-IV � 1� ' , � i, t� t % `m C B-G C�l:�y C B-F 30" � � PDE � •' � PD — � PUE PUE O PUE PUE PUE P E�" SPECIAL LATERAL BASE DITCH SEE DETAIL 2/SHEET 2D-1 TOE PROTECTION CLASS 'B' RIP RAP EST 55 TONS EST 125 SY GFD SEE DETAIL 9/SHEET 2D-1 � /4 �' 24" RCP-III �2 � //.5' - C B-G 11.5' 12'1 — /2' � . 42" RCP-IV � = R . DUE- , Q��C 42" R � � � unry STORAGE � t: i �= 42„ � RCP-IV � 24"T RCP-III l, � ; � O O O � O �� Q � � � � � I � J Q W � ? � J � C� � Q � SEE SHEET NO. 22 FOR -L- PROFILE i� � �� DENOTES FILL IN WETLAND �DENOTES TEMPORARY FILL IN WETLAND ' • * • DENOTES MECHANIZED �` '" ' CLEARING ,. . . : �DENOTES IMPACTS IN SURFACE WATER (DITCH) � N � N � LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND PERMIT DRAWING SHEET 5 OF » 52 55 PROJECT REFERENCE NO. SHEET NO. . i m e�>> o r n U-5725 9 �2018 RNV SHEET NO. 421 FAYETTEVILLE STREET, SUITE 600 ROADWAY DESIGN HYDRAULICS RALEIGH, N.C. 27601 ENGINEER ENGINEER I��VI�]L]E ]E �1LA��T� dT,fl N�`J[' �Lr�IE Fcfl� / � .�L'cQ�rl�d'1C'g�flN 3�A 2p11 Np,D $ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � , � _ _ _ — _ _ / - . \ . � _ - -- - - - , - t. _ �. _ � - � � _ _ � ✓ I � � �: � t: � / I - � � \\ � ,� 1: +'. / '1 `- r � - � TOE PROTECTION � " \ ' � / CLASS 'B' RIP RAP I ,,� i' ;. I - _ � � � EST 125 TONS ,�. EST 275 SY GFD � !: /! _ I � SEE DETAIL 9�SHEET 2D-1 I �. ' � � � i _ — � � � _ � � � 1 _ � �� ,. // � � / � + t, � # � 1 ' i �� _ -- r ; �� I � � , -- � � �_ _ �� - I ; E �� , � b `- E ; BEGIN 2'-9" C&G RCP-III F i i 1 ( \ {. - ;; STA 83 + 25 -L- LT 1 / SEE SH�fT 2C-1 450' STORAGE LENGTH /00' BAY TAPER j '� �� I � i. 24" RCP-IV � �� ' O O ;; �m v-� + E E E 1,, ; { REMOVE F F�� F � E E E E E E E E E E PDE FPDE PDE F PDE PDE � o � F — — — — — — — F — — — — — — — — — — — — — — F — — — — — —F — — — — — —F — — — — — — —F — — — — — —F— F P O � � RE VE �' � �� F /4' CB-G /4� 18" RCP-IV �4� CB-G 18" RCP-IV 18" RCP-IV �B G CB_G �4 � �� CB-G Cg_G 18" RCP-IV �4. nI F/2' /2' REMOVE �2' -L- N� i�s l2' 24" RCP-III �2 � �� Z� .L' 11.5' l2' 1I.5' 11.5' 11.5' C B-F //.5' — C B—G cr� �� //.5' 11.5' 11.5� ll° 53� 3.° E 11.5' 11.5' 12'1' J Z � � � /2' l2' /2' /2' /2 � � � � � � /4' CB-F 18" RCP-IV , /4' , / ' CB-F CB-F �4� CB-F �4� _"'' Z � F 36" RCP-IV 36" RCP-IV 36" RCP-IV 42" RCP-IV � � � OJ " ° ..� . „ , . . „ . � + � . � . �. o � a . .o � �, �i � ,� � . ,� , . �e . � , ,o � <, .. „ a „ ., � � .. � o . rn. . . �� e �� . , o� . o e e . . e , ,. ,..� o c . � � ��, � ; a � , . .o � � . _ .. ; . � O_ a .. . , ., � , , . ,�_ �. . e. x � W C� � � � " 36 ; il' � � 30 � F �� F , I� � - D-E ----�QE __ PDE � � PDE PDE PDE PDE PDE PDE PDE � PDE �•' � F PD DUE � F F� � C � E E -- E---� _ PDE\ PDE PDE ,��--- -------------- __ __-- � C—P �__PU � PUE � PUE � PUE PUE� PFfE — � -—P�E ——- __Pl1E � PUE PUE O Q�� ,� , � , C � � � v += * +' 450' LT `� PUE PU PUE PUE PUE PUE PUE PUE PUE PUE P E TAPER � TUR STORAGE SPECIAL LATERAL BASE DITCH � i: SEE DETAIL 2/SHEET 2D-1 � !: � � r 42„ SPECIAL LATERAL 'V' DITCH � � SPECIAL CUT BASE DITCH SPECIAL LUT BASE DITCH � RCP-IV SEE DETAIL 1/SHEET 2D-1 W/CLASS 'B' RIP RAP SEE DETAIL 3�SHEET 2D-1 TOE PROTECTION 42" R -IV � 24";.RCP-III EST 85 TONS CLASS 'B' RIP RAP .. EST 200 SY GFD EST 55 TONS �. SEE DETAIL lUSHEET 2D-1 EST 125 SY GFD �, SEE DETAIL 9�SHEET 2D-1 � ' - _ \ -- _. _ - - - _ `, ;_ _ � -- _ � ' _ - , � .� _ --- - _ - _ - \ 4 � `� , - -- _ �. � _ - - _ _ _ \ ` ` - ''� _ � - � - _ - _ _ _ - _ _ � - , - � � - ' -- -- _ -. , _ - - -- - � , - , - ^ _ � � \ _,_, �� , _ - � - � - - _ � _ _ � ` \ r � � ` � ` -- , � � - � � - - � - �/ — _ — � ' — i - , i ' � - _ __ _ \ 1 __ 1 � - � - __ - - _ � 1 56 ___ _ \ _ - _� _ _ � � _ , - -. � . ..___ ___- . _ . . .___ ... � 1 , '�- : '-- - .. ` �:. ' _. � I - r- - _-_ __. -'.. -_._. . . _ ._. -.. 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II i I I � I I I I I I — � I � I I I I ' � I , _ I I I I I I I I I I I I I I I I I , _ I I_. __ I_ I_ I. __ I I I_ ° I I I -- — --- __ . _ I I I _I I — ----I I __._I � _ � � _. __--I _ _ __ _I _ ___._ I �—I --. _I_ _ --- —_I �— -- — � -- — � —I—1 _j— � — ---I I I—I— � � I_ �—� — —� — — -- — j PROJECT REFERENCE NO. SHEET NO. U —5725 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��IELI�I�T i�� ]L��T� �c{D N��'T �LiS� 1F�t➢ �'�i�NS`�'IB�T�L"1C'IQ9N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i i _: i ' � i _ i . _ - -:-: �i� _ � - --I.:. -� --:i - _ --- I - . _ � . i li - - i I I. . I I _. _. I I. ,i i I i �L, L —.1 . . � . i _I ��._ . I� . ; . . � i i . . - --- - �— -�-- �- -- I - - - I I.. 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I I I I I I � i i I II �-- -I-IT� �- . �- - /05 �� ►� �� i �� — /00 20 30 40 50 60 70 80 90 100 110 120 130 140 150 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Permanent Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Imapcts in Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Surface Water Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) Pond ac. (ft) 1 81+48/86+47 -L- 6' X 7' RCBC 0.02 84 1 81+48/86+47 -L- Channel Improvements 0.01 < 0.01 53 48 1 81+48/86+47 -L- Fill 0.31 0.15 1 81+48/86+47 -L- Jurisdictional Ditch < 0.01 TOTALS*: 0.31 0.15 0.03 < 0.01 137 48 < 0.01 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09