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Home My WebLink About20160765 Ver 1_B-5746_Hyd_PERMIT DRAWING_20160808See Sheet 9 A For Index of Sheets � � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO � LIMITS ESTABLISHED BY METHOD II. <A �f3 tfr ` 1 � � [s3 � V GRAPHIC SCALES DESIGN DATA � ��' ADT 2008 = 340 �' 50 25 0 50 100 � ADT — � o z PLANS K = /o � — �� D = __ % �� 50 25 0 50 100 T— 7 %* �� w�w V — 60 MPH ��Q O PROFILE (HORIZONTAL) * TTST — DUAL __ �,�z -- "�� FUNC CLASS = �'�� 10 5 0 10 20 �:�� LOCAL Hs HJ H3 �� PROFILE (VERTICAL) SUBREGIONAL f53 fFJ iA �� ll ��J� `�/��JI A�� SCOTLA1�l.) COU1�lTY LOCATION: BRIDGE 1Vo.820043 ON SR 1645 (DIXIE GUANO ROAD) OVER LEITH'S CREEK TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING AND STRUCTURE AT6 9TAT6 PROJBCT RBP6R8NC6 NO. �� B-5746 PROl.N0. .A.PROI.NO. 45702.1.1 45702.2.1 WETLAND AND SURFACE WATER IMPACTS PERMIT \ �A � �� BEGIN PROJECT B-5746 —L— Sta. Il + 00.00 TO SR 1323 PROJECT LENGTH LENGTH ROADWAY PROJECT B-5746 = 0.102 mi LENGTH STRUCTURE PROJECT B-5746 = 0.011 mi TOTAL LENGTH OF PROJECT B-5746 = 0.113 mi SITE 1 1645 DIXIE GUA O ROAD (� .� 4µ , *µ µ » /� BE�IAI BRIDGE / � /�`. -L- POT Sra. 14+99.88 ,i;�Rfia`- r�,� � E1VD PROJECT B-5746 —L— Sta. l6 + 95.00 � LEITH'S %� CREELC � � � ' . �,� .0 \ » . ' TO LAURINBURG «% � ` -L- POT Sta. /5+57.13 I'LANJ YKtiYAKtiU UY: ['LANJ YKtiYAKtiU FVK: C ENGINEERING DIVISION OF HIGHWAYS � DIVISION 8 ilY�i(;L[:\'llfl}'��I.ItI).R:\I.CIGII„\("Yl;ll 902 N Saadhi!(s Blvd "I'I�:LI:`�I'J.itlHtiLY-I I�.-1.\ 41'J.]rits.til�lY Aberdeen, NC 283/S �� .��r.ti��.,,��,��x�, 20I2 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: BRIAN A. WILES. PE JULY 15, 2016 PROJECT ENG7NEER LETTING DATE: JANUARY 2017 TIM WELCH, PE NCDOT CONTACT DIV 8 BWDGE PROGRAM MANAGER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. � DPPCRlPT P.E. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED a O _ W n a � ti O O � DETAIL 'A' ioP=res.s ^ NV=179.0 �� SPECIAL CUT DITCH � � Irvo��o s�oiel f,o�� 3 � o„�� p� ° siap� / TOP=193.25' �ound �� p F\�6 } , Min. �- 1.5 Ft. � / 6 `-- FROM STA.12+75 iO3°oTA.13+J5 -L- LT / t r � � �� i J ��1 I — –L– POT Sta. 11 +00.00 /n �D �'�RiNeuRc aRsouiHERrv co,iNc. BEGIN CONSTRUCTION � c N Hw 1GRIUM U.S. INC. N/ NAVERLY MILLS � / OB R30 :'G 7M / OB 80 PC i80 � � PROP. SPECIAL CUT DITGH / D I � DETAIL 'A' � / RETAIN STA. 12 -i� 75 TO 13 .. 75 y- � 5-0.36 � TOP-190.9' � t \ INV=1�8. ' / coNc u'o� � E C E E�P �� G Ex�S.�N� R,w — _ — c a,E _ — — ----- __� �----- — < _ �_� EMOVE EI - --70 SR1323 = _ ��, — — -- — _ _ o to' --- —�_ i� �— -- Piv�- — 2� 12�" AC A F � —� ExSiNG R/W �C � P ��o C Q 25' LELEPHONE 3 �.O EdSEUENiLAN� E � �� Sp� ERS � ,/ �P� oCp / KEVIN 0 SMITH SUPP I�E05 TRUST �P°+ i oe �+ro vc �9a �° pe � A// / / / / / Toa=ie�.er � iNv=i77.ar• � F � � \ � \� � )\ \ ��/ �� E � `. . . � ---- y��i�_ E E WETLANDS NOT TO SCALE / Ee NT W E NET�ANDS BAL-M� 4t�+ER�PM�,�ES INC E S� c; � � — \ � ��<��A:,�^^� � `>�`_'%�� Gie � ': � : S:�`:. :e� • �:n. t 'i'�'� :.•:��' •'� A /(� :�■� ; _�� 3 ' ' i `�'yr� � ,. �� — — U��f7�f�717� ' �;y�._ _ __________ _ — �� — — — —B�M-- — / /� WETLANDS /plt G + WOOD$ PP�\S / � i � �2 i • �y� — O�S��G o I$ _ c� . / ��! `� � \ \ FOR PROFILE. SEE SHEET 5 C ENGINEERING � 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 C�1 101FIRMAPE NSM ERR �6 7,00 PI� �� ro �s eus � � _ BL-I� Y- NETLANDS PROJECT REFERENCE NO. SHEET NO. B-5746 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED e TBMI ELEVATION = 198.78' N 370747' E 1868106' BL STATION 18+14.00 N 22°58'39" W Dist 28260' BENCH TIE NAIL SET W 20" DBL PWE —L— POT Sta.16+95.00 � END CONSTRUCTION DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND ,■ ■ ■ ■ ■ � �. ■ ■ ■ ■ ■ a O _. c,�i '2 a � ti O O � DETAIL 'A' ioP=res.s ^ NV=179.0 �� SPECIAL CUT DITCH � � Irvo��o s�oiel f,o�� p� ° siap� N TOP=193.25' — g Gr�ound �.� p F\�6 / * -- 0 Min. �- 1.5 Ft. � / 6 �-- FROM STA.12+75 iO3°oTA.13+J5 -L- LT / t — I — — / J — —L— POT Sta. 11 +00.00 /n �D BEGIN CONSTRUCTION eGRNM u.s. MC. / N � OB R30 PG 741 / PROP SPECIAL CUT DITCH_/_ _ D DETAIL 'A' � / RETAIN �� STA 12+75 T� 13 75 y -� / . . - 5-03 � � � _ - -. � TOP 190 9 , INV I]8�: ' - � � coNc uNo� / . � .... � .. � / —• — /\ ej" .,. / BFP . �� \ � � E c � �� .a� ,r � E �Ex ST NG.:RiW � —�' � � ZE � �.. �. .. � _ — — — — _ — — 1= 1 �. — — _ .. . h .. . � � �_:._.. EMOVE Ei - � � \E --70 SR1323 = _ ��, _ — — — --- P -- -- — 10' ��`"GRA E T DRAIN � - � —.—.__ '� . �. . -- --- --- ----- —�y�= ---- — _— --- --— ---- ��1 CA(/RINBUR� RR SPUR �1 & SOUTHERN CO.,/NC. r ,,'—"� NAVERLY MILLS � � �.. -- .. OB 80 PC 180 . � , �' C PROJECT REFERENCE NO. SHEET NO. ENGINEERING B-5746 4 _ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS 3220 GLEN ROYAL RD. RALEIGH, NC 27617 E��EER EN�iNEER TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 C�1 101FIRMAPE NSM ERR �6 7,00 . lv`l� .,� y i�/ r� ///� J/ / j/ GP � STRUCTUR °8c"€)043e / , / \ �y5 ti / WOP�VE�DEE�W/ . � WOOD � i � ' / /PP ./ , ,.�:. i . / � j/T �..��N�'E^TL�A 5 / .. 2.� F � � E : � � / / :� ,?K� � i h`L� �. i� � . Prv� 2 I f Ai .. � A F � ~ I� '��- -0i ��.ss+.-.. �' . _ _-. _ � ,. ��_ F a � ' . . i y�---- � — \ � e J� -� E%SiING R/W� �` b 25' LELEPHONE � C E Ci. � / OEA EPNTNE E� E�-- E WETLANUS WELLo y. yI N"f o•W.. � . /, � ..pi� w \ , � ETLANUS ��. � � COe EdSEUENi � 3 -- \ . / / :� , PZy � \ /.: ..�o�� allo..Eas�� .wEi�9NDs:. ... _ �-- �ro se� �Ass iiRiP raP � B BO PC �i�8�p5 �l ��' .V/ P � o`Pt . / �. .. \ (TYP.) : , i ; �gJQ' KEVIN 0 SMITH SUPP NEE05 TRUST �Qo+� � BAL-M� E�t�+ER�PM� SES iNC —'" � /j S�� OB di0 PG i93 ./i pe . .� I� �� ° . ,e � �i/ � EK i5( /A / ',�� E��HS RE� / /S` j \ / / Toa=ie�.er � \ iNv=i77.ar• � F � � \ � \� � )\ \ ��/ �� E � `. . . � - - - - y"ii'% E E WETLANDS NOT TO SCALE � � PI — � � �0��\�� . �P xStN P P � � ....� �-TO 74 BUS � — 12' AC BL-I� Y- F _ _ _ �dG � - , ��d NETLANOS E \S� �i � � � - -� i \ r � \ I -_.. = 5.:111� � � — —B�M-- — / � y WETLANDS FOR PROFILE. SEE SHEET 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED e TBMI ELEVATION = 198.78' N 370747' E 1868106' BL STATION 18+14.00 N 22°58'39" W Dist 28260' BENCH TIE NAIL SET W 20" DBL PWE —L— POT Sta.16+95.00 � END CONSTRUCTION DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND ioo o ioo ENGUSH � ENGINEERING PROJECT REFERENCE NO. SHEET NO. L, � B-5746 5 _ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 3220 CLEN ROYAL RD. RALEIGH, NC 27617 TELE 919.788.0224 FAX 919.758.0232 ][NC�M$�➢.lE lE �b.ANS NC LICENSE �P-OlS9 uo voT Usc v�ox /w wwu�s�rcorv DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIOGE HYDRAULIC DATA DESIGN DISCHARGE = 3/5 CFS DESIGN FREQUENCY = 2 YRS ---- — DESIGN HW ELEVATION = 186.8 FT BASE DISCHARGE _ 1720 CFS -- T - T--- BASE FREOUENCY = l00 YRS BASE HW ELEVATION = /8948 FT I I OVERTOPPING DISCHARGE = 460 CFS I I OVERTOPPING FRE�/ENCY= 2+ YRS I I OVERTOPPING ELEVATION = 187b FT ' I I / •. (,j'� �. � DATE OF SURVEY = 2/2/l6 �� I I WS.ELEVATION AT DATE OF SURVEY = 185� FT B GlN GR E -- S A Il 00 BM l ELEV = 19878' E_ /3 N 370J47 E 4868J06 PI = I 50 Pl l4 Pl - l6 23 -BL- STA l8+14.00 E_/ SJ4' P= �3+2 EL = l8 35' =_I +2 EL = l 8J5' EL- STA /6+ .(1/D N 2258'39'W 2825(Y K- �- K 52 �_ 2 K- 4 NAIL SET IN 20' OBL PINE - m - V = 6 m - �-� J06 � - � + A9 2'• ROP EXCAV TI� - i � � 30 C Y. P P.EXC VATIO Z �qp T EL.18' 2'K Y' � T. � Q � � J ti � W ti � W � , i v W � r�. � �A �1 .� � Q � � � �» � � � � � z � t»� w,�, �y� +�� FOR PLAN, SEE SHEET 4 �� ,�� 10 11 12 13 14 15 16 17 6 0 .5 5 PRO1. REFERENCE NO. SHEET NO. N � B-5746 X-5 a 5 5 2 1 1 1 1 5 5 � � n.� r- _ — — — — ___ ---- — — -- — — --- ° ° ° ' Se .186a 5 188a27 14 + 5.00 � � � � � �; 7 �o �� w�w �� Q }�Z �� N�w �� a s z � i i i 5 5 �� 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) ROADWAY 1 14+25/15+10 L LT CUT/FILL <0.01 <0.01 1 12+98/14+79 L RT ROADWAY CUT <0.01 1 15+06/15+66 L BRIDGE 0.040 60 1 15+52/16+00 L LT ROADWAY FILL <0.01 1 15+56/16+65 L RT ROADWAY FILL <0.01 TOTALS: 0.01 0.01 0.04 60.00 k 11�;11�� <14' North Carolina Department of Transportation �1 SL[?1'llitYcl�PP I Highway Stormwater Program �;�- STORMWATER MANAGEMENT PLAN -- (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 45702.1.1 TIP No.: B-5746 County(ies): Scotland Page 1 of 1 General Project Information WBS Element: 45702.1.1 TIP Number: B-5746 Project Type: Bridge Replacement Date: 4/4/2016 NCDOT Contact: Art C. King Contractor I Designer: Melanie Nguyen, PE Address: g02 N Sandhills Blvd. Address: 1011 Schaub Drive, Suite 100 Aberdeen, 28315 Raleigh, NC 27606 Phone: 910-944-2344 P hone: 919-851-6606 Email: ackin ncdot. ov Email: Mn u en mi-en ineers.com Cit ITown: Laurinbur Count ies): Scotland River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.113 mi. Surroundin Land Use: rural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: 2 lane undivided highway with 10' lanes crown. 2 lane undivided highway with 8.5' lanes crown. Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: Existin : 340 Year: 2008 General Project Narrative: Existing 46.5' (1 @16', 1@14'8, 1@15'10) bridge timber deck on timber joists with timber caps & piles on SR 1645 (Dixie Guano Road) spans Leith creek. Existing bridge will be (Description of Minimization of Water replace while road is close (no detour bridge). A replacement bridge is a single span of 1@55' 21" cored slab with 2.5' caps with 1.5:1 spill through abutments. The proposed Quality Impacts) bridge does not have any bridge deck drainage to eliminate direct discharge into the stream. Roadway drainage in left side ditch is entered an existing 18" RCP to maintain exiting drainage pattern. Waterbody Information Surface Water Body (1): Leith Creek NCDWR Stream Index No.: 14-33a 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? No 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)