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Home My WebLink About20160204 Ver 1_Bridge No 427 WBS No 17BP 7 R 86 - Part 3_20160301Carpenter,Kristi From: Thomson, Nicole J Sent: Tuesday, March O1, 2016 3:41 PM To: David.E.Bailey2@usace.army.mil; Wanucha, Dave Cc: Carpenter,Kristi; Parker, Jerry A; Powers, Tim Subject: Bridge No 427 over Rose Creek on SR 2704 (Poley Rd), Guilford Co, WBS No. 17BP.7.R.86 - Part 3 Attachments: SF-400427_Permit Drawings_Stream Impacts_20160209.pdf; SF-400427_Permit Drawings_Buffer Impacts_20160209.pdf; Bridge 427 Rose Creek.pdf; SF-400427 _HYD_SM P_20160209.pdf Nicole J. Thomson Division Environmental Supervisor Assistant Division Environmental Office 919-754-7806 Mobile Nithomson2(cancdot.qov PO Box 14996 Greensboro, NC 27415-4996 ,4 � � �Y* _ Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVF.RNOR Memorandum to From: Subject: ANTHONY J. TATA SF,CRETARY January 13, 2014 Pam Williams, Transportation Program Management Unit Jerry Parker, Division 7 Environmental Supervisor Jared Gray, Environmenta] Program Supervisor Natural Environment Section, Biological Surveys Group Protected species screening memo associated with the replacement of Bridge No. 427 over Rose Creek on SR 2704; Guilford County; Design Build Project; WBS 17BP.7.R.70. Proposed Bridge Replacement Project The proposed project calls for the replacement of Bridge No. 427 on SR 2704 (Poley Road) over Rose Creek in Guilford County. No federally listed aquatic species have been recorded for Guilford County. Rose Creek is located in the Cape Fear River Basin, where federally listed Cape Fear Shiner is known to occur. From the project site, Rose Creek flows 2.3 miles before entering the Haw River. A map of the project site is attached. NCDOT Biologist Jared Gray from the Biological Surveys Group did a review of the North Carolina Natural Heritage Program (NHP) database on December 31, 2013, to determine if there were any records of listed aquatic species within the proposed project study area or receiving waters. Furthermore, the nearest record of any federally listed aquatic species is over 40.0 miles away in the Haw River for the Cape Fear Shiner in Chatham County. Therefore the biological conclusion for the replacement of Bridge No. 427 over Rose Creek is No Effect for any aquatic species. File: 17BP.7.R.70 MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER Rn�eicH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE: NCDOT. GOV LOCATION: CENTURYCENTER, BUILDING B 1020 BIRCH RIDGE DRNE Rn�eicr+ NC 27610 Hi hWa North Carolina DepartmenY of TransportaYfon "` � �Stormwater „<„ „_,,, Highway Stormwater Program � � �',' STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.86 TIP No.: SF-400427 County(ies): Guilford Page 1 of 2 General Project Information WBS Element: 178P.7.R.86 TIP Number: SF-400427 Pro'ect T e: Brid e Re lacement Date: 2/9/2016 NCDOT Contact: William G. Galen Cail, PE Contractor / Desi ner: TGS En ineers David B. Pett , PE Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, 27699-1590 Suite 200 Phone: 919-707-6711 Phone: 919-773-8887 Ext. 104 Email: cail@ncdot. ov Email: d ett Qa t sen ineers.com Cit /Town: Browns Summit Count (ies): Guilford River Basin(s): Ca e Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Length (lin. miles or feet): 395 feet Surroundin Land Use: Forest, cropland, rural residential Pro osed Pro'ect Existin Site Pro�ect Built-U on Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: Two 9' wide paved travel lanes w/ shoulders paved to face of guardrails (varies 0' to 5.5') Two 9' paved travel lanes with 0' to 7' wide grassed shoulders and grassed side slopes and 3' wide grassed shoulders behind guardrail. Outside of guardrails are 3' to 5' wide ranging from about 1.5(H):1(V) to 3(H):1(V). grassed shoulders and 1.5(H):1(V) to 3(H):1(V) grassed side slopes. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 200 Year: 2015 Existin : 200 Year: 2015 General Project Narrative: Replacement of Bridge No. 400427 on SR 2704 (Poley Road) over Rose Creek in Guilford County northeast of Browns Summit, NC. Proposed 65' long by 27' wide single-span (Description of Minimization of Water bridge to replace existing 52' long by 23' wide triple-span bridge.The proposed grade is about 0.5' above existing grade in the vicinity of the bridge and roughly matching existing Quality Impacts) by about 80' left of stream and about 50' right of stream (looking downstream). Bridge No. 400427 is within the Cape Fear River Drainage Basin and shall adhere to the Jordan Lake Riparian Buffer Rules. Proposed bridge to be located in same location as existing bridge. Runoff from the existing bridge discharges directly in the stream, however the proposed bridge will have no direct discharge into the water. No deck drains will be installed. Stormwater runoff from the proposed bridge is to flow to two proposed drop inlets at the east approach. Runoff will be discharged at minimum practicable slopes, yeilding minimum velocities and diffused with a riprap pad at the pipe outlet (Q10=0.4 cfs, V10=0.3 ft/s), which the existing drainage does not benefit from. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. There is a 0.01 acre wetland in the southeast quadrant located about -L- Sta. 14+60, starting roughly 10' outside proposed limits of disturbance. No wetland impacts anticipated due to proposed project. There is a primary perrenial Unnamed Tributary to Rose Creek (SB; buffered per 1977 soils map and USGS quad) in the southeast quadrant with two secondary intermittent streams (SC shown buffered & SD not buffered) feeding it. Anticipate 35 linear feet of permanent impacts to UT to Rose Creek (SB) due to streambank stabilization. Streambank is to be lined with Class II Rip Rap on Geotextile. No other stream impacts and no utility relocations anticipated due to proposed project. Waterbod Information Surface Water Body (1): Rose Creek Apple Pond NCDWR Stream Index No.: 16-8 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Rose Creek A le Pond Buffer Rules in Effect: Jordan Lake Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) :�.; Hi�;Ylwdy North Carolina Department of Transportation btOCYY1WFlt�i' Highway Stormwater Program �.;� STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-400427 County ies): Guilford Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod T e Ri ra T e ac Structure in cfs f s Buffer Rules? -L- 13+99 RT (1)Rose 4 Creek (Apple Riprap Apron / Pad Class 'B' 0.1 Pipe 15 0.4 0.3 N/A 36.2423°/-79.6273° pond) 4 4 Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy uissiparors tor Gulverts and Ghannels (July 2006), as applfcable, tor desfgn guidance and crfteria. • � � V � � O V ��-�� G UILFORD CO U1�lTY LOCATION: BRIDGE NO. 400427 OVER ROSE CREEK ON SR 2704 (POLEY RD) TYPE OF WORK GRADI11lG, DRAIIVAGE, PAVING, AND STRUCTURE BEGIN BRIDGE —L— STA. 11 + 30.00 —�— STA. 12 + 91.33 BEGIN PROJECT 176P. 7. R.86 TO SR 2703 I 1 (CHRISMON Rp� � � -- -- , --- THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. W i CJ � I O� � END BRIDGE —L— STA. 13 + 5 8. 6 7 �s UT TO ROSE CREEK (SB) , ____E'.z_ _ _.. . _ . ^O J,��a. . �c,Z�c,`�� O�' �._ � BUFFER IMPACTS rv�� WETLANDS TO HW1' 150 � �� e� �� G� „ � � �_ ,� �, �s - .� �o —L— STA. 15 + 2 5 . 00 �`° END PROJECT J�`�`'� �°�F 17BP.7.R.86 �c,?�k,� �� v� �F� �i� /�1+ 2� � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS owr GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�NS PREPARED e,,: P�,Ns P�PA�o Fon: ENGINEER �ea� °` �°,,�� ADT 2015 = 200 �� TGS ENGINEER$ NCDOT � 20 10 O 20 40 �� 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � � T= b %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400427 =0.062 MILES � SHELBY,NC 2st5o � � LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #400427 =0.013 MILES r� 1020 Birch Ridge Dr. n P�iN$ V= 55 MPH � PH (704) 476-0003 Raleigh, NC 27610 P.e. ��P oF sQ°�� CORP. LICENSE NO.: C-0275 y @ * TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400427 =0.075 MILES srcharuns: T�"" 20 10 0 20 40 � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = RURAL — APRIL 21, 2015 LOCAL R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: 6F-400427 PermitDrawiii� tsh buffer.denl/IS/201610:0225AMTGS Buffer Zone (BZ) Impacts B U F F E R ZO N E I MPACTS Area of Allowable Area of Allowable EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW Bridge Impact Bridge Impact PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW within BZl within BZ2 TOTAL PROJECT LENGTH - 395' LEGEND � ;,� i i ; �� SITE 2804 sq ft 919 sq ft � : 12 JERRY D. APPLE FIELD � I Z Q C� � ,� JJ � L � � � ti --------------- � — ,r m - - '�^� O P �---�+-__, ExisriNc RiW I � � , w , , o �, --- a � ,12'RCP; �- �, ----- ----- - -- ---- -- -- -I --- �. ---�- - � - --F i RETAIN -� � ; , , " �j �+ - ------- ------- ------- � F , -- -------- __------ ------ F ----------F -----� I 0.4 MILES f%- - TO SR 2 - - - -- ---- -- ,. ----- - -�- - SR 2704 (POLEY R�� _i �� r'�� _ F _ _ '}- ',�--,�- F ------- - �-�� - - - - - . _ 7 "�- _ � . , _, _�.-� s T � N��,, R, � � - -��_-,�`-Ya '-�`�__-� � ��-, �� r`�_ r .,.-..�. � .,�.. ,�..� = � _ `" -- -----� 17BP.7.R.86 —L— STA. 11 + 30.00 __, �s' �-.�r-� ��' �� <,�s. -c�- ,�� NOTES: 1. ROSE CREEK IS IN THE CAPE FEAR RIVER BASIN. 2. JORDAN LAKE BUFFER RULES IN EFFECT. 3. NO DECK DRAINS REQUIRED. 4. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II. 5. NO UTILITY RELOCATIONS ANTICIPATED DUE TO THIS PROJECT GRAPHIC SCALE 20 10 0 20 40 SF-4U0427_Pcrmit Drawing�sh_buffer impacts.dgn 2/9/2016 10:03:44 AM TGS WOODS N !,�IJ ''` J�-,' �_,��.� C��) �,, 13 RICHARD L. APPLE & JERRY D. APPLE m� � CLASS II RIP RAP (STRUCTURES ITEM) mti rm � p E - CLA55.11 kIP'"RAP � ISTRUCTURES ITE ) ��,� � ' CiASS II RIP RAP T �MAINTAIN L5:1 SL PE / -� � AROUND RADIUS � � � RADIUS ONLY) � ��' �� °~ �� ;� � � / fl � °� � � I PROJECT REFERENCE NO. P E RM I T D RAW I N G �78P.7.R.86 f SF -400427J FOR BRIDGE #400427 TGs TGS ENGINEERS ENaiNE��Rs 706 H/LLSBOROUGH ST � SU/TE 200 G U I L F O RD C O U N TY r� PH �9/9) 77328887 CLASS B RIP RAP DISSIPATOR PAD Q2 = 0.3 CFS V2 = 0.3 FTiS Q10=0.4 CFS V10 = 0.3 FTiS 12 JERRY D. APPLE 8 + � WOODS NC GRID NAD 83 NA 2011 PDE PDE o EXISTWG R/W \�''�_ ------ 1 I 1� � e�eow � --- - ---- — — — � —� � �_ _ �— - _�� ` _^- ' CY1� —" _ \ � � � -��s��1��J-�—�'� �l-� �� ' �C7 N _ e�� F _-------------------- F ' n � -- - - - Z' � - - --- --- ---- � � �Au F� +/- T62� � � � � --- ��r�-�'��F,` _ �� - ��—C��` �"l�(�� S�,'1�' �'l �� . 1 lJ � �� - - --_ — I,11,1 ` - �.� ✓� _— ---� � ` - — �� E STWG R/W -F- I I `� � THIS END IS PLUGGED ? - � �� SfT6-� � � �i v `1i� WITH GROUT AND BURIED WOODS �-�� T8 �T�--�'TB Tg �� -�T�G�i UT TO ROSE �� T°� e TB o ° o CREEK (SB) /m j �O � �, � � � Q BZ, y�� W m� � �� E D PROJECT � �, c� 17 P.7.R.86 �: w000s , � v _ eZ1 � � az m � � —L— STA. 15 +25.00 �`�� ' m m � `� � � � �� ALL SLOPES STEEPER THAN = � \ 2:1 SHALL BE LINED WITH ROCK PLATING WETLAND� SHALL NOT BE DISTURBED 13 RICHARD L. APPLE & JERRY D. APPLE PERMIT DRAWING SHEET 1 OF 2 PROJECT REFERENCE NO. BufferZone (BZ)Impacts BUFFER ZONE IMPACTS PERMIT DRAWING �78P.7.R.86 fSF-400427J FOR BRIDGE #400427 TGS ENGINEERS Area of Allowable Area of Allowable EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW ETiGs 706 H/LLSBOROUGH ST Bridge Impact Bridge Impact PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW � SU/TE 200 within BZl within BZ2 TOTAL PROJECT LENGTH - 395' RALE/GH.NC 2T6o3 � GU I LFORD COU NTY PH �9/9) 773-8887 LEGEND � ;,� i i ; ' � `° , �� W : � SITE 2804 sq ft 919 sq ft �� m� � -��V �� ( � �" � �� ` � �� 1� �o� � �" �' o�%" � � , j �v / � ; BM-1 � 0 I� N \ C� � � � � � �' �' � �-`� � � ;�, �� i� � f � /� ,, � / �� , � �� r /� %' � 12 , �' � � �� O �: m ti �� , T �-�� - RRY APP � JE D. LE � � � � � � NAD � 3 �RID WOODS �' � �2 �ti, � � �rv� NA 2011 �� I I ' ' �� CLASS B RIP RAPZ��. g � I, � �� JERRY D. APPLE � � � � � � �� oissiParoR Pa� ��,-�� Woo�s � � � � � � Q2=0.3 CFS g "�"?-, � � � / V2 = 0.3 FTiS =' �� °� � � '� i FIELD WOODS , , ' �.� Q10=0.3 T/S � rv ��b � EXISTINJG TRAN PORTATIO�� 8 WooDs 9_ �� ,' � � � FACIL�TY BOUN ARY (TYP.j� � '� � � �"� � /�7��Y �' � � � Q � �� < <r, � 68� � � � 1 � � � � � � � i n �� r� � � � � � �� c� ; � � �/ ,� , o �' =. � � � �--{ P� � �� PDE � PDE PDE � A � �i_ . -- ,--- � EXISTING R/W ' w �,EXISTWG R/_W � � " _ _ , �it- , �� w' �, , � _� - - 12"RCP; -� ° �' _ _ -_ __ - - _ - - I J � �--_____- , � � F ------ - : - - - ---- -- -- -� �; — - , -+ - --1- � _ �_ �t' - — -� - I �'� I 7 � - i '�. -_ - i RETAIN i � � ' Y-''I�-r- � f I I I� I, �- - _ � - - ELBOW � - . �.� � . ----- — � � � n -��k mi�;�� `� — - -- � - - -- ------- �"� , � _ � F - — - - � � i _ � � , �'�j� ,.� � ��G� �\ - F �J � �_U �Lti ,J �13—�-� - -� ---- -------- F ------------ � I_ r'_' J V_ � � i � � �_ -Y- e�aew� `' - - c y N --------- --�--------F- � -- ---- - — - - --- -- 0.4 MILES f/- - — TO SR 2 0 _ - � �-- �� Z � =--- — � - - -- ----- - ---- - �.� M��ES +/- � -- , � — — — ro i5o �__ _ ________ � l � , GI _ - -�- _ _ � �� — � SR 2704 (POLEY RD) _� i �i' � � � ------ - b --- - - \ � ------- l9' BST � -- - - - -- --- — -- - - ' I - - � � -- - � �'( � , - < - — --- � F -------_-- — — — _ ---- - __ __---�� ' ' � � 1 - — ---- -- -- ---- ._- - � T6 2 . � _-----� Y ) � F ��,T�,� ,�`� � F -�",-�,��. � ��' ��'� - � -- �_, — - _— -r�- ��'�--��—��' 7l-� �,,, �� . � i ' i i � I I z.� �-�_`>'r�� - F � - � - --- - --- l �'7�r�i1STIN,G R/ � �� I,I i�i �� !� i (I I �' � i,l i�l C'./— � -� — — BEGIN PROJECT �,D � = ' r�'_`-�`� - ;� _ � c_ �7 � � � ��, �r�,� _f _,�, 8� -i-�-�--- E ��Twc Riw � � :�� s � �� sr�� o \ � �il�`� �� our allo�auRiEo WOODS 17BPJ.R.86 w000s �� , � �TB —��— „ � \I/ `/.��-��tse � —L— STA. 11 +30.00 P E `' � �� T6 ��B J�� /�- -`�� CLASS II RIP RAP / {�� T�,� `.1B � � � ��f � � � , � �-/ ' - ,� � �` (STRUCTURES ITEM) .... .� UT TO ROSE ,j �O T �� O � "\J" �"\J" �.�J�� CLA55.11 RIP"RAP C � B I� � \ O - J , , A- - � ( � � �y (STRUCTURES ITE ) CREEK �SBI m '\ �` �- � � �� 'L/� i � �� S - ,,�� '� � � �O � �q . � ;� m� �� / �INTAIN��1.5��.1�SL PE � � � � � l� J � ARo�No a�o��s , � �, � m� �� E D P ROJ ECT � RADIUS ONLY) B� � �� -i r� RICHARD L. APPLE � � ti �O - W) � �, c� 17 P.7.R.86 %-��'c�,� / � w000s , ��v� � eZ1 / � �az ��m � � —L— STA. 15+25.00 & JERRY D. APPLE �v � � � ' m � � - � � I � . � `� ; m � � � . � /� �` _ _ �, o . � � � �, � � _ , � � � � � � �n � � � O m � � �� J . �� \ �� i � � ALL SLOPES STEEPER THAN Z� � NOTES: _f �� i� � � ti � � 2:1 SHALL BE LINED WITH 1. R O S E C R E E K I S I N T H E C A P E F E A R 8 5� j m�. / � � R O C K P L A T I N G W E T L A N D� S H A L L N O T B E D I S T U R B E D RIVER BASIN. � � � � 13 2. JORDAN LAKE BUFFER RULES IN EFFECT. � � � � ��6�5�� I �" RICHARD L. APPLE - � 3. NO DECK DRAINS REQUIRED. I 8C JERRY D. APPLE � 4. CLEARING SHALL BE PERFORMED PER 1��, � NCDOT METHOD IL � � � 5. NO UTILITY RELOCATIONS ANTICIPATED j/ �� `�,. \ / i DUE TO THIS PROJECT � � i , �� GRAPHIC SCALE `'� i, � �� \�� 40 � � �1� � �m PERMIT DRAWING SHEET 2 OF 2 � �-,_ � �� 6 �� SF-4U0427_Pcrmit Drawing�sh_buffer impacts.dgn 2/9/2016 10:06:34 AM TGS • � � V � � O V ��-�� G UILFORD CO U1�lTY LOCATION: BRIDGE NO. 400427 OVER ROSE CREEK ON SR 2704 (POLEY RD) TYPE OF WORK GRADI11lG, DRAIIVAGE, PAVING, AND STRUCTURE BEGIN BRIDGE —L— STA. 11 + 30.00 —�— STA. 12 + 91.33 BEGIN PROJECT 176P. 7. R.86 TO SR 2703 I 1 (CHRISMON Rp� � � -- -- , --- THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. W i CJ � I O� � END BRIDGE —L— STA. 13 + 5 8. 6 7 �s UT TO ROSE CREEK (SB) , ____E'.z_ _ _.. . _ . ^O J,��a. . �c,Z�c,`�� O�' �._ � WETLAN D AN D STREAM IMPACTS rv�� WETLANDS TO HW1' 150 � �� e� �� G� „ � � �_ ,� �, �s - .� �o —L— STA. 15 + 2 5 . 00 �`° END PROJECT J�`�`'� �°�F 17BP.7.R.86 �c,?�k,� �� v� �F� �i� /�1+ 2� � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS owr GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�NS PREPARED e,,: P�,Ns P�PA�o Fon: ENGINEER �ea� °` �°,,�� ADT 2015 = 200 �� TGS ENGINEER$ NCDOT � 20 10 O 20 40 �� 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � � T= b %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400427 =0.062 MILES � SHELBY,NC 2st5o � � LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #400427 =0.013 MILES r� 1020 Birch Ridge Dr. n P�iN$ V= 55 MPH � PH (704) 476-0003 Raleigh, NC 27610 P.e. ��P oF sQ°�� CORP. LICENSE NO.: C-0275 y @ * TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400427 =0.075 MILES srcharuns: T�"" 20 10 0 20 40 � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = RURAL — APRIL 21, 2015 LOCAL R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: 6F-400427 Permit Drawiii� tsh stream.den 1/15/2016 10:0021 AM TGS ROSE CREEK IMPACTS Length Type Description Permanent 0 ft None No Permanent Impacts. Temporary 0 ft None No Temporary Impacts. 12 JERRY D. APPLE �' �,�' � FIELD �, � � y � Q �\ jJ � ------------------ - O �.� ,,� --- �---c�- E XI S T I N UT TO ROSE CREEK IMPACTS Length Type Description Temporary 0 ft None No temporary impacts. � ----- � R/ W o �; � j ,12'RCPj — � _ ----- -------- , - - --- -- -- -- -L -�v -- - RETAIN � - ------- ------- ------- -_� F - - __------ ------F -----/ ---- ------ F ---- 0.4 MILES fi- - 17BP.7.R.86 -L- STA. 11 + 30.00 �' �-.�� -' �-v�-�'� NOTES: 1. ROSE CREEK IS IN THE CAPE FEAR RIVER BASIN. 2. JORDAN LAKE BUFFER RULES IN EFFECT. 3. NO DECK DRAINS REQUIRED. 4. NO STREAM IMPACTS ON INTERMITTENT UNNAMED TRIBUTARIES TO ROSE CREEK. 5. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II. 6. NO UTILITY RELOCATIONS ANTICIPATED DUE TO THIS PROJECT GRAPHIC SCALE 20 10 0 20 40 SF-4U0427_Pcrmit Drawing�sh_stream impacts.dgn 2/9/2U16 10:2439 AM TGS _ -�" SR 2704 (POLEY RD, ------ ---- l9' BST \\ F ----_____--- -- F ---- � , ��ISTl�1G Rf�. �'��,-'��'a_�= `� _-r�- r�� l`� ��-C�'�� (� ` — -- � W��S � - CLASS II RIP RAI P � �i_'��J �� -U � �-��J C� � —�.� � (slaucruRes iren�,� 13 RICHARD L. APPLE & JERRY D. APPLE WOODS PDE n � PROJECT REFERENCE NO. P E RM I T D RAW I N G 178P.7.R.86 f SF -400427J FOR BRIDGE #400427 TGs TGS ENGINEERS EN�iNE��Rs 706 H/LLSBOROUGH ST GUILFORD COUNTY � s",�� °° � RALE/GH, NC 27603 PH (9/9) 773-8887 STREAM IMPACTS EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW TOTAL PROJECT LENGTH - 395' WOODS CLASS B RIP RAP DISSIPATOR PAD Q2 = 0.3 CFS V2 = 0.3 FTiS Q10=0.4 CFS V10 = 0.3 FTiS 12 JERRY D. APPLE 8 + � WOODS NC GRID NAD 83 NA 2011 PDE PDE PDE �� EXISTWG R/W ____; -------- � 1 i ,F � �� 1�1'�I 1 I J � --- -- �-� � E�BOW �--- - - - � - - - - -- - � -�-�-� �— —N — - - "`_ „ 1. J) J I 11 _ � ------------------- F__ �� ti �� r� � 1� C5� � - � �� 1 \ _ e�`abWG p��s��T��-�'� �� 'n � . -- __ _ -- -- ' '� _-- --- --- --- - � i �Au F� +/- �E PDE PDE�' " - PDE �� i'ti�'- �) �� I 5 IINIPI S:1P5 OPE -C � AROUND RADIUS (THIS � qUADRANT ONLY) � �� woo�s �/�� O� � � I TB 2GI � �' � ��"�—��'� �-' ��—�� '�� -` �— EXISTING R/W ``— f�-- — � �� THIS END IS PLUGGED —_S�B�— � \ � v �� VyITH GROUT AND BURIED �-��TB �T� TB TB � �� --�TB G� UT TO ROSE `�� Tg � TB \" o CREEK (SB) ~m� � —\'e � -� \ w/J� � j� � �� ti WOODS y�� m� � r� � END PROJECT "�� ,�� z� �, c� 17BP.7.R.86 �� -L- STA. 15 + 2 5.00 �� m �� 0 � � �I Wo �\ � _ � � ALL SLOPES STEEPER THAN �yETLANDS SHALL NOT BE DISTURBED 2:1 SHALL BE LINED WITH ROCK PLATING (SEE SHEET 4, CROSS SECTION 13+75) 13 RICHARD L. APPLE & JERRY D. APPLE PERMIT DRAWING SHEET 1 OF 4 ROSE CREEK IMPACTS Length Type Description Permanent 0 ft None No Permanent Impacts. Temporary 0 ft None No Temporary Impacts. UT TO ROSE CREEK IMPACTS Length Type Description Temporary 0 ft None No temporary impacts. / j � 12 JERRY D. APPLE �� I FIELD � WOODS � I � Q � � � ;/ � � PDE PDE — ,---�c�- EXISTING R/W w - , I2"RCP; � -_ � J ---- - -- -- -- -- -� _ -� i RETAIN - - �_.0 y i� � C ---- ------- ---- ' p F � � � � � � r r� �1�,� -- __------------------------- �.�1 �� 0.4 MILES f/- --- "'i �' ---- -------V------ ---- - q � - - ------- b ------ � 17BP.7.R.86 -L- STA. 11 + 30.00 � , - � -�, � J. .�,� 1� � �- � �-' I NOTES: 1. ROSE CREEK IS IN THE CAPE FEAR RIVER BASIN. 2. JORDAN LAKE BUFFER RULES IN EFFECT. 3. NO DECK DRAINS REQUIRED. 4. NO STREAM IMPACTS ON INTERMITTENT UNNAMED TRIBUTARIES TO ROSE CREEK. 5. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II. 6. NO UTILITY RELOCATIONS ANTICIPATED DUE TO THIS PROJECT GRAPHIC SCALE 20 10 0 20 40 SF-4U0427_Pcrmit Drawing�sh_stream impacts.dgn 2/9/2U16 10:22:44 AM TGS WOODS � -�" SR 2704 (POLEY RD, � l9' BST \\ F -----_____- --- F --- ��_ - �y��-1 � ( ' � � S� (`'� 1 ", �� ; �—c� �=- -- --- � �� Q — w a � CLASS II RIP RAI P � L �� I—L, �; � - _ (STRUCTURES ITEM) 13 RICHARD L. APPLE & JERRY D. APPLE � /, 6g5�' , V I PROJECT REFERENCE NO. P E RM I T D RAW I N G 178P.7.R.86 f SF -400427J FOR BRIDGE #400427 TGs TGS ENGINEERS EN�iNE��Rs 706 H/LLSBOROUGH ST GUILFORD COUNTY � s",�� °° � RALE/GH, NC 27603 PH (9/9) 773-8887 STREAM IMPACTS EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW TOTAL PROJECT LENGTH - 395' � // J � � �� BM-1 � � � c�� r � � J ,% WOODS ; �� i�� , � - CLASS B RIP RAP DISSIPATOR PAD ��' Q2 = 0.3 CFS V2 = 0.3 FTiS Q10=0.4 CFS V10 = 0.3 FTiS 12 JERRY D. APPLE 8 � �7g NC GRID NAD 83 NA 2011 � �� 68� W000s � � __ � � ��, � PDE o -� �,EXISTWG R/W _ _ ,__ _ - °- �c�;� _ _ __ ,_ _ ; — -ELBQW . .. ��" 'J . , ( ti�� a l" y�f N�� `�� '-- ,, . � — — � - � ------- � - — _ _ -� ��_, J C_ J � �_ -� -'l_, -- �'" e�abw F-�------ ---�_ -- F _ z � � - - - _ — ---- — - - - _ -[7 =---- — � �— - - � i �Au F� +/- I � `°' ' ! i: I i'. � � ' � 'i �� ll iil�l�l il�fll�fi�,l � �, Il,i1,�l,i�i �% �e ,�.�f I I �� s e �� T8 � TE , - PDE PDE i" �- " PDE �'- - � �-' -�� CLA55 II RIP RAP TO � /� MAINTAIN 1.5:1 SLOPE � AROUND RADIUS (THIS �� qUADRANT ONLY) (^ � woo�s ' � � — --� � �-- --- -- TB 2GI � � _ -- _ —F � , — �, ��. ��'��, -��-5- -��- -(} �1'� ��,T,- ,�` � C�� r �'"l�(` � -"l"1 ��—�� - - - - - - /� TH D I — �-�� ,,g�� ___ -` - EXISTING R/W -- � l� C� 5 PLUGGED WOODS _ --l___ � �- -- —_S� w \ � �� M(ij�GROUT AN� BURIED a--� o � � T��-_.- TB TB �� T�G� UT TO ROSE m`�� T��8 0 \� o CREEK (SB) ~� 0 'e � � J � � � � � �o �/�` � � � END PROJECT s y �� m� � T�� z� y �� 17BP.7.R.86 �� ' �� -L- STA. 15+25.00 �� m �� 0 � � �I Wo �\ � _ � � ALL SLOPES STEEPER THAN �yETLANDS SHALL NOT BE DISTURBED 2:1 SHALL BE LINED WITH ROCK PLATING (SEE SHEET 4, CROSS SECTION 13+75) / 13 RICHARD L. APPLE & JERRY D. APPLE PERMIT DRAWING SHEET 2 OF 4 BEGI GRADE —L — ST e ll f 30,( ELEV = 690,83 ►�•� �. 1 Pl = 12+2/,00 EXISTING BRIDGE EL = 687.8/' TO BE REMOVED VC = l30' K = 50 LOW SIDE DS = 35 MPH �OW CHORD �—�33/87i —'-- — �_� -------. 07"�/%`— RESTORED FLOODPLAIN FLOW AREA AT ABUTMENT 1= 34 SF � CLASS II RIP RAP KEY-IN 3.5' (TYP.) T PROP. EXCAVATION TO ELEV. 680' APPROX. W.S. ELEV. = 677.5' ON DATE OF SITE VISIT (b/15/2015) 12 + 00 ST RUCT URE HYDRAULIC DAT A DESIGN DISCHARGE _ 1100 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 682.3 FT BASE DISCHARGE _ 1500 CFS BASE FREQUENCY = l00 YRS BASE HVy ELEVATION = 683.57 FT OVERTOPPING DISCHARGE = 2,600 CFS OVERTOPPING FREQUENCY = 500 + YRS OVER7"OPPIN� ELEVATION = 685.3Fx FT xxOVERTOPPING ELEVATION REPRESENTS LOVyEST HIGH POINT ON DECK/ROADWAY, W HICH OCCURS AT SAG @-L - ST A. 16+0/ SF-400427_Permit Urawing_pfl.dgn I/15/2016 10:50:50 AM TGS C/L -L- STA. 13 + 25.00 - PROP. 1 @65' - 24" CORED SLAB W/4'-0" DEEP CAPS - PROP. GRADE = 687.04' SKEW =105° 13 + 00 �I I"�I'�(�>I��I 1.;I��:' 100 YR. W.S. ELEV. = 683.57' 25 YR. W.S. ELEV. = 682.3' PROP. GRADE —�------- = EX. GRADE RESTORED FLOODPLAIN FLOW AREA AT ABUTMENT 2= 26 SF 1.5:1 NORMAL SLOPE W/ CL. II RIP RAP (TYP.) PROP. EXCAVATION TO ELEV. 680' 14+00 PERMIT DRAWING FOR BRIDGE #400427 GUILFORD COUNTY E D GRADE —L — ST e l5 +25 ELEV = 685056 15+00 PERMIT DRAWING SHEET 3 OF 4 i s i c. i i i N 690 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 70 15 20 25 30 35 40 45 50 55 60 65 70 75 690 Guilford County 0.020 0.�20 - - Bridge #400427 ----- s85 � T S o S a 5 8 q o 9 9 2__ e. ----- ---- �-=�-__ �/ �� - - -- - _ s85 , �� _— —_ � � -- _ ,--'�,\ �— , ,,--'` 686.2 6 s o s o� 8 4 o q q�,� --�- -- . � � _- T_- -'T ;�� , ', � � � _ __ 689--------��/ __ \\�� :-. -------------- __680 T _ �� ----- �� i � � �� ----- -- - -- - -- �� _ _ __ _ �\\ /� --- �__ � � _-/� _ �� 675 ' �4 �- ��.�� _ - - 675 � - � � � � -- --- • - _�_�_�_ � __ : � � - - ---- , _ - ' � � � ; � � � :-�_ �F'. �� 685 _-----_�-�, __— . --- .. 68i3 � 675 695 690 685 680 675_ 690 SoSo 685001 2°l �� _�—� ,- 685 i-i-i�� { 1-�+i� f { _i_i_N�-�{ ' �� -,- I ----------------------------------------_____---------�'--J 680 W00427_Rd�_x�l.dgn IJ14J2016 L263 LPM TGS 65 60 55 50 45 40 35 30 25 20 15 10 0.020 0.020 686.30 _ _ � �o� _� �\ , �� . ..■■.. .. �=::C:"..� ...... ...... 11 ' : • 0.�20 �.�2� -----------_____ J'___-- 681.89 13 + 50.00 r�e�� iu�iuWiu�vi�ii=��iiii i��iii �a��oo��o-��o��ao �m�ama-�u��a� 1 1 1 1 1 1 - 686.58 �: 695 ��,,,,�,,,,-�,,,� r��,-r��„-rt,T,�„ � , 690 ALL SLOPES STEEPER THAN - :_:___ _ :'. 2:1 SHALL BE LINED WITH 685 ROCK PLATING (1.5:1 MAX) — — � -----------------1•>80 ��\ � ----------- �, i 675 695 690 685 ----680 ;75 590 585 580 r � � - � ---------- 13 + 00.00 _ � � �� , �; �, �� _ �, �� - ,,___ � ------ --------�5 . . ' _I+� _ _ � �RI DGE —L— STA. 12 + 91.33 -- � � � �- _L _ PERMIT DRAWING SHEET 4 OF 4 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75