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20171068 Ver 1_U5732A_Permit Drawings_20170830_20170831
/.wo' � I�II�;hWc1y North Carolina Department of Transportation 51vYtYlWilff'1" ��� ,,,,,.,�,,, Highway Stormwater Program \=� STORMWATER MANAGEMENT PLAN �`"'�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 54023.1.2 TIP No.: U-5732A County(ies): Pender Page 1 of 1 General Project Information WBS Element: 54023.12 TIP Number: U-5732A Project Type: Roadway Widenin Date: 8/30/2017 NCDOT Contact: David Leonard- Division Project Team Lead Contractor / Designer: Steven Bondor, PE Address: Highway Division 3 Address: Dewberry Engineers 5501 Barbados Blvd. 2610 Wycliff Road Castle Ha nes NC 28429 Ralei h NC 27607 Phone: 910 341-2000 Phone: 919 636-6334 Email: dbleonard ncdot. ov Email: sbondor dewber .com Cit ITown: Ham stead Count ies : Pender River Basin s: Ca e Fear CAMA County? Yes Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.10 Surrounding Land Use: residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.5 ac. 1.0 ac. Typical Cross Section Description: Normal crown with 0.02 cross slopes 12' Travel lanes, 8' shoulders with varying side Normal crown with 0.02 cross slopes 11' Travel lanes with varying shoulders and side slopes from 3:1 to 4:1 slopes Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: n/a Year: 2040 Existin : n/a Year: 2017 General Project Narrative: To minimize the impact of the Dan Owens Connector, the grade of the Dan Owen Road was raised as well as the proposed ditches along Y6 will to tie to the existing wetlands to (Description of Minimization of Water eliminate excavation of the wetlands. Class IV cross pipes were utilized to minimize the amount of fill needed for the proposed roadway design. Existing drainage patterns were Quality Impacts) maintained for the roadway drainage design. Also it was noted that along Dan Owen Road near parcel 2 there was flooding that occured because of the undersized existing 30" RC pipe, to improve the drainage the existing 30" RCP pipe was replaced with 2-30" CI. IV pipes. Waterbody Information Surface Water Body (1): n/a NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? (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) N � � � � h � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�evo�ed in the Office of Stontec: H1'DRAULICS ENGINEER ADT 2017 = WA FOR DIVISIOIV OF HIGHWAYS 50 25 0 50 100 ADT 2040 = wq LENGTH ROADWAY TIP PROJECT U-5732A = 0.104 MILES soi �o„es Franklin Road, aa�e�gh Nc, z�eoc � o� a�ap�y �Q TOTAL LENGTH TIP PROJECT U-5732A = 0.104 MILES zon sraNnAnD s�EcrFrcarroxs a� ��Q V = 40 MPH � PLANS MICHAEL D. LINDGREN, P.E. ,�.E. � � PROJECT ENGINEER SIGNATURA: uv�i 50 25 0 50 100 RIGHT OF WAY DATE: a o JU_NE 9,..2017 ROADWAY DESIGN KATRINA N. HAZEL, PE ENGIIYEER PROFILE (HORIZONTAL) ���r� o�j PROJECT DES[GN ENG7NEER �� ����e�Q � 10 5 0 10 20 FUNC CLASS = LETTING DATE: —� SUBREGIONAL TIER SEPTEMBER 27, 2017 TRACE HOWELL, PE PROFILE (VERTICAL) NCDOT DIVlS/ON 3 CONTACT PE SIGNATURG: �- � a 0 M � O � r � N h I � C �3 a � 0 } .� � o�� M�Q� �3M � � ow� N � � � � � 0 M � 0 n O N I � � �3 a L 0 � L O � � M�a� 0o w O m M �^ � W �!i N 0 � TCHLII�E - Y6- S F F DENOTES FILL IN WETLAND DENOTES HAND CLEARING � � � � DENOTES MECHANIZED � � � CLEARING �E 31E �'E 3k- SP. LATERAL V DITCH SEE DETAIL 4A SITE 1 Q�o - �.s� vl o = 2 .1 ft/s —Y6 — �T Stao 2/ �94003 CL B RIP RAP � OUTLET PROTECTION � 5 TONS 16 S.Y. GEOTEXTILE Q�p — 46 CFS / � V10 = 6.7 ft�s —Y6 — POT Stao 22 �4.3069 —%28 — P�% StOo l� f��o�� BRDG AH=IV 22° 47' 1306" E TAIL DITCH 0.6% SLOPE 70 FT LENGTH SEE DETAIL 4B DEWEY F WEIR JR J�O `L', n� 1 PROJECT REFERENCE NO. SHEET NO. �;� Dewberry R�"� U-5732A 4 RNJ SHEET NO. 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MATCHLINE -Y6- STA 20 + 00.00 SEE SHEET 5 ROADWAY DESIGN HYDRAUUCS `` / ; � � � ,Z0 , . \ , ENGINEER ENGINEER \ y _ � � � � � `'o '� , w000s ��� °'���� PERMIT DRAWING � � � I � � r =� � � ���I� w � " - SHEET 3 OF 8 � � � � \ �g � � � ���ROLAND J HOWARD SR � � � G, EDWARD P TYLER � III � a� � Wa005 �� ��� ' � W000s � �� ��I �o. ��0 F F �E WETLANDL IN � � � � � � � ,yq � � ��„ � ' : / Q10 �9 � � �� "� � l � / - � \ � � I . P }�, �� / �V10�� z� � � i �� li�ll �' �' (j j � DENOTE6 MEGHANIZED � I f CLEARING �. , 0. . — 3 I . � . . - I\ �� �_���� \� ��.SP.L4TERALV DIiCH � ��" ��' � wll �� . . ` � \ , \ � �'-"�7 I � SP.LATE . 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O 2.5 5 PROJ. REFERENCE NO. SHEET NO. �, � U-5732A X-4 5 0 5 0 5 0 5 5 3 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 ET N PERMIT DRAWING SHEET 6 OF 8 ., ---- --- � 1 - — -- --_ o�r H ries -- ------- ----- -- - -- ----_ _.' ------ ---- --, __-_- ----- ---- `-- _ � : 26.21 WE LA D 2�+ o.00 3'• . 3. ------- ----- — - ----- ----- ----- ---- ----- ----------- ------ — -- ---- - --3: _ -' ---- --- ----- ---- ------ --- -- --� -- ------ --- - --'� -" 2 .80 2� + �.�� 3.� ' ------ ���- - ----- --------- ---- ------------ - ---- --------- �'��- ---- ---- '""� 28 08 -- -- 26.9 20 + 0.00 _ 3' . ----3= - - - _ _ ---- ------ ------- ------ --- ----- -3��- ----- ----- ----- ------------ -- -- --------- -- -- - ---- --------- --------- --- ----- � _,,\ ,--- 28 27 2�.�0 � 20 + 0.00 �. . . . . . . . . . �. �. �. �. . �. �. . . �. �. �. . �. �. �. �. �. �. �. �. �. �. �. �. �. �. V . V L �. �. �. . 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SHEET NO. �, � U-5732A X-5 5 0 5 0 5 0 5 5 3 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 PERMIT DRAWING SHEET 7 OF 8 I ---- -- -- -- 25 93 ----- ----- ------ ---- - ---- -___ 24+ 0.00 -- ---- ---- ----- 0.020 0.020 --- ----- ----- ---- ----- 3 ----- ---,, �, 3:7 ---- - ------- - - 25 79 - --- ------ --- 24 + 0.00 - ------ _ --- ---- --------- -- -- ----- ---- ------ - 0.004 0.02 -------- 3. � --- �r� ---, 3'• -/ ----- 24.51 25 60 ------ ----- ---- ----- - 23 + 0.00 ------ --- ---- ----- ---_------- 3: ) .� 3. - --- ---------- ' 25 88 ------ 23 + 0.00 _. 0.02 0.20 _____ ______ ___ (INTE SECTIO WIT -Y28- 3: J — -- 26 09 - ------ ------ --- - 2 + 0.00 ---= ---- --- ------ -- 3a ----- 3; ----- ' 26.12 ----- --- ----- ----- - -- - - - - 22 + 0.00 _Y - 5 0 5 0 5 0 5 5 3 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 WETLAND AND SURACE WATER IMPACTS 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) Site 1 -L- 21+55 2-30" RCP-IV 0.03 < 0.01 0.02 TOTALS*: 0.03 < 0.01 0.02 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09