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Home My WebLink About20160439 Ver 1_More Info Received_20160513Carpenter,Kristi From: Murray, Christopher A Sent: Friday, May 13, 2016 9:18 AM To: Ridings, Rob; Alsmeyer, Eric C SAW Cc: Subject: Attachments: Follow Up Flag: Flag Status: Eric and Rob, Carpenter,Kristi FW: NCDOT Division 5 Permit application package for Bridge 380062 over Knap of Reeds Creek on SR 1004 (Old NC 75) in Granville County (WBS: 17BP.5.R.53) Bridge 380062 permit cover package.pdf; 380062 REVISED FINAL permit drawings.pdf Follow up Completed It has come to my attention that the permit application sent via email to you on May 3, 2016 did not attach the permit drawings. This email serves to provide you with the permit drawings for this project. I apologize for any inconvenience. Thanks, Chris Murray From: Murray, Christopher A Sent: Tuesday, May 03, 2016 8:41 AM To: Alsmeyer, Eric C SAW <Eric.C.Alsmeyer@usace.army.mil>; Ridings, Rob <rob.ridings@ncdenr.gov> Cc: Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov> Subject: NCDOT Division 5 Permit application package for Bridge 380062 over Knap of Reeds Creek on SR 1004 (Old NC 75) in Granville County (WBS: 17BP.5.R.53) Eric and Rob, NCDOT Division 5 is submitting a permit application for the replacement of Bridge 380062 over Knap of Reeds Creek on SR 1004 (Old NC 75) in Granville County. This project is part of the NCDOT Division 5-- State Funded Year 4 program. Please contact me if you need further information. Thanks, Chris Murray Christopher A. Murray, PWS Division Environmental Supervisor Division 5 (919) 220-4633 office cmurrav(cDncdot.aov NCDOT-Division 5 2612 N. Duke Street Courier: 17-27-03 Durham, NC 27704 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Sincerely, Chris Murray Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�PP � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.S.R.53 TIP No.: 176P.5.R.53 County(ies): Granville Page 1 of 2 General Project Information WBS Element: 17BP.5.R.53 TIP Number: 176P.5.R.53 Project Type: Bridge Replacement Date: 4/04/2016 NCDOT Contact: Lisa Gilchrist, EI Contractor I Designer: HDR � ICA Engineering / Trent Cormier Address: 4809 Beryl Road Address: 5121 Kingdom Way, Suite 100 Raleigh, NC 27606 Raleigh, NC 27607 Phone: 919-733-4699 Phone: 919-900-1608 Email: I ilchrist ncdot. ov Email: Trenton.Cormier hdrinc.com Cit ITown: Butner Count ies): Granville River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.12 Surroundin Land Use: Forested and agriculture Pro osed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: 2 lanes @ 11' with 6' shoulders 2 lanes @ 11' with 2' shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: NA Existin : 3700 Year: 2011 General Project Narrative: NCDOT proposes to replace Bridge 62 over Knap of Reeds Creek on SR 1004 (Butner Road). The project lenght is 0.123 miles. Work includes placing 3 span 24" PCCS (1 @ (Description of Minimization of Water 25', 1@ 70', 1@ 40'). The existing bridge is a 3 span bridge (3@ 40'). To minimize water quality impacts, Knapp of Reeds Creek is being bridged, sediment control Quality Impacts) measures include toe protection and bank stabilization, and drainage diffused prior to entering Zone 2. Waterbody Information Surface Water Body (1): Knap of Reeds Creek NCDWR Stream Index No.: 27-4-(6) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: biological impairment ThreatenedlEndangered Species? Yes Comments: Long Eared Bat Survey to be completed to comply with Oct 20, 2014 Ruling NRTR Stream ID: Buffer Rules in Effect: Neuse 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) 1 31�;31�t'�lw° North Carolina Department of Transportation �'��.117��"�� Highway Stormwater Program ��','� STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 178P.5.R.53 TIP No.: 17BP.5.R.53 Count ies : Granville Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Drainage Pipe/Structure BMP Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 14+53 (1)Knap of Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.5 0.5 No Reeds Creek 4 16+81 (1)Knapp of Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.2 0.1 No Reeds Creek 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 Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � w �� 02'� CwJ � a� �� ' �' I ' . •� " I ' I : (�> I �� \ (�) I'� " I ' I—I � � . �� I'� (�> I . I \ . �� II)I � I�I(�)\ (�)I I-1 I� I�I—I `�� .'� l�� GRA1�l VILLE CO U1�TY areze ereTm vaweQr aea�aa(� rrw �" �, �,�a ��e�� n ers�rm ei�a�lZx �n n..eaAol.nru D�ort 176P.5.R.53 LOCATI0IV: BRIDGE 11t0. 62 OVER K1VAP OF REEDS CREEK 0111 SR I004 (OLD NC 75) TYPE OF WORK: GRADING, PAVING, DRAIIVAGE A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � � � • � � V � � O V GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT (2011) = 3700 ADT (2025) = 12400 V = 55 MPH CL�iSS = MAJOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.097 MILES LENGTH STRUCTURE TIP PROJECT = 0.026 MILES TOTAL LENGTH TIP PROJECT = 0.123 MILES \. TO S� �^�■�� 1�3i•�� i�►i��R��/�� , ir�rt��.y�.,��i��R��•�"�1��.J� •��,�-� .�• PERMIT DRAWING �'� SHEET OF �7. �.l DEPT.OF TRAN�PORTATI0�7 �IVI9I0�T OF HI(3iIWAYS (�RA3�TVILLII �IOU�T'1'Y PROJB�"Pi 17BP.�R,��i $R�D(�E �TO, �2 OVER B�IAP OF f�ED� �.`REEg ON gR 1�1-0 �UT�VER ROAD� 9HEET OF PLANS PREPARED BY.� � Hatch Mott �� MacDonald PO Box 700 FuQuay-Varina,NC 27526 (919)552-2253 (919)552-2254 (Fax) www.hatchmott.com LICENSE NO. F-0669 �� Sl2lKingdomWaY� Suite 100 Ralcigh, NC 27fi07 �C'.LicenyeTo: P-Ol.iN Engineering DETAIL A DETAIL B TOE PROTECTION BANK STABILIZATION , � „o s�a�a, , �o„e =�o�e� FILL SLOPE n�� rNATURAL 2, �, I I / GftOUND 5 / GEOTEXTILE S 1' GEOTE%TILE THICK Type of Liner= ClASS B RIP RnP Type of Liner= CLA55 II RIP RPP -l- STA.16+45 TO STA.16+95 RT -L- STA. 15+14 TO STA. 15+39 -L- STA. 15 �1 77 TO STA. 16 I� 11 I36" RCP r— _ �wl 1 �-_ �_ _ --- _---__ 136' RCF SR /�¢ (0(D NC 751 253 BSI — ��—__��---- _ � � �Z ow � a� � �� naE caqvEva�o -- — — — � WETLAND AND SURFACE WATER IMPACTS PERMIT STATE OF NORTH CAROLINA NO DEED REFERENCE FOUND CLA55 B RIP ESi. 7 70N EST.S SY GI � I SBG LT \ P�IS41 c q/ � — E�� — — — _� PUE �— _ � PUE � PUE --�)-� PUE PUE � — — / 45& CLASS II RIP I PERVIOUS DIKE SHALL BE CONSIDERED �sTaucruae P iTe,�nj INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE �� 50 100 SCALEe I"= 100' HORIZe QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION SEE ENLARGED �X�A„AT,oN AREA ON ""''TS NEXT SHEET BANK STA8ILIZATION SEE DETAIL B EST. 205 TONS RIP RAP E D Pf / — P! STATE OF NORTH CAROLINA NO DEED REFERENCE FOUND SITE 1 PLAN VIEW wooDs PUE 0 h Z� / �n 0 2 w000S � BM#2 �s � > > -�� 1 1� E%ISTR�G R/ iH . ``��^ � � � � _ _ _ r SR /004 (OLO NC 75J 253'H57 i — — —w_ — _ —"— — _� — PUE � PUE � PUE � PUE �� CLA55 B RIP RAP SEE DETAIL A EST. 2 TONS EST. 20 TONS RIP RAP EST. 7 SV GEOTEXTILF EST. 55 $Y GEOTE%TILE INSTALL TEMP. CAUSEWAY E%TENDING FROM STREAMBANK TO INSTALL IN-STREAM DRILLED $HAFTS AND TO REMOVE EXISTING CONCRETE PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON, CONCRETE PIERS, AND REMANANT INTERIOR BENTS. USE NCDOT STANDARD BMP(INCIDENTALTO STRUCTURE REMOVAL) TO DEWATER AND ISOLATE WORK AREA TO REMOVE PIERS AND INSTALL SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE CAUSEWAY MAY BE INSTALLED IN THE STREAM AT ANY ONE TIME. REMOVE ALL PORTIONS OF TEMPORARY CAUSEWAY AND INSTALL CLA55 II RIP ftAP BANK $TABILIZATION AND EXTEND RIP RAP 1'O AREA SHOWN. TOTAL PROJECT LENGTH: 650 FEET PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40' EXISTING BRIDGE: 3 SPAN BRIDGE 3@40' LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DEN OTES PERMANENT IMPACTS IN SURFACE WATER i � Z w z �� sw P �� WETLAND AND SURFACE WATER IMPACTS PERMIT C� � 30 0 15 30 SCALEe I"= 30' HORIZe SITE 1 ENLARGED PLAN VIEW s ry 2� / m`�' /20 LEGEND e�� , ,' TI DENOTES TEMPORARY � IMPACTS IN SURFACE WATER �DEN OTES PERMANENT IMPACTS IN SURFACE WATER � �Z ow � a� � �� DETAIL A DETAIL B TOE PROTECTION BANK STABILIZATION , � „o s�a�a, , �o„e =�o�e� FILL SLOPE n�� rNATURAL 2, �, I I / GftOUND 5 / GEOTEXTILE S 1' GEOTE%TILE THICK Type of Liner= ClASS B RIP RnP Type of Liner= CLA55 II RIP RPP -l- STA.16+45 TO STA.16+95 RT -L- STA. 15+14 TO STA. 15+39 -L- STA. 15 �1 77 TO STA. 16 I� 11 WETLAND AND SURFACE WATER IMPACTS PERMIT � \� �� `�� •�� _-�-� __. - � i / / / 1 I I �� I I i I � i � � � � � � � – – � � � � / / i i � � � i � � � � � �' ,STATE OF NORTH GAROLINA� � � � `,� � � � � � ------- � .. '�. �\ �` �Q 1 �� -----____305_� � ��i�� i /// i /i // /� // � � ,NO DEEDOUN�ERENCE'ti II . � 1 I � � � � ----_ _– �� i i i i i i � i � � i -� .� / � �� _ _ � i i i i , � i i i � . . � I 1 1 I � � 1 �� oi � �� y i i i i i i � / � l � � o ��, ��2�'.�,i i i �� ,� i i � i� � i I � 1 1 I I � 1 �----� � � / "'\� I � ��' �, -, � i �� _i i �� i i i �� I � i i i � ' i � ��. i , � �-2ed ' , � � �� 1 1 I � I � �� I � -�II�I1�� /� \--�� i i� �/,�i'i!/ . � \ 1 1 � I � _ _. i 1 . ' / \ / �� \ c-- � / �� /� �/ / I � �� -// � i V 1 ` �'–� __– na�� Qo' ' I i . \� \�\ �I �\ � \\---__��' � /\J�"�-_` � /� // // /� � � � � / � �� \ � \ ��-- ---300 �� _ °-- � � i I I � l � � � � � � ' -----� / -_- _- ' . ' � � � ,� � � � � � i i i , �� .�`---- _-- -- __= _- _ � BEG PROJECT �� , \ \ � = � _ _ _ _ _ _ - - ' �_ � � - � , � _. CYAS� B Ril P R4P ` ' - - - - - - = - -L- POT o. 11+50A0 bT TaN .,� �� ___--295.---___�;� ;� ,� � . - -- xTae L PC'SYO. I2'�'S9.SU / �5 n� SY GE 7E � � � � _ _ _ _ _ _ _ _ _ � � � � . i , / / . . � � � � ' � � � � ... _ . ` ' - - - _ _ _ _ � � � ' � i - _ J , l . � _c'RfP . ��/ �-�/ ��/ �� . . . � � � i I �— '. -' �� i' �' �� - .W06D5. - ��,/ i / � i / fW`¢�n�T 2g0// � � / . fl i i �� _.. , � _ T ' c� � . - \ _.._� _ _--.. 'EXISTICfl/ � _ :� . '� �.. � �� - -v-'^ ' - - __ . . � _ , _ - � �—_ . .. � _ ' . �� _ _. ' _ _ . — � � _� � �.a ' 36' RCP _ � ' SR /�¢JO�p NC 751 253 BSI � / --� L --�-�-- _� — _ � � . .. . . . �� -- ---- " -- _ ��_'_� ��==Db� -.. — '-- � ____ � � A ' � ' —�' — _ ' — ' V ---- — �� i� � �� p��s�o�n� \ � F � \ � � � . ... �_ - �� I�� ,' �� _ � � i w � \\ I � I �I � �I I� . � PUE��yj � � A � � � � � � � I , - . A � i� i� i� i� -L- POT SCo.10+00.00 v-~ � \ � N � � I � � � I � . . .. .. I I� � � II I o � I . � � � � � � I � I � � ��, �... � �.. . i ii i I i� i i i� ``� `- - IMPERVIOUS DIKE SHALL BE CONSIDERED ' � I� j � �� I� I� I� `� �� \` � � J i� �'/� i� � � EXISTINGASTROCTUREREMOVAL OF THE �' 11 1�� 1 / / // . I 5BG LT �� i.��Rn, Engineering "'..."""""" HORI ,',�\I . , , I ' . N�.. ' ' z� i �i ��V Il� � � I' I� a� ` �`a� s i I� � � ,� . � � I��II � � I 1 � v v � �� IIII ��H �) � � � � :� z° � � � , � ��ili°��'u1�, i � '-QUANTITY FOR EXCAVATION LIMITS IS INCLUDED ` ��' -- � ��ti �`` �� __�\\� �� IN UNCLASSIFIED STRUCTURE EXCAVATION `� �-_ � �� .\ �\ �� . . . . �� \ � � � �� oti�� i�� - _ � � � �� SEE ENLARGED � � � � �-: �� `�� ` � � � ^ ` _ _ � / i ' ' AREA ON � �� _ \ � I � �I \�� .� I XCAVATION , _ 1 ( 1 � � � ' �� \ �'�. � I �. .. LIMITS -_- � / . �` gANK STABu�Z,�o�\; NEXT SHEET � SC[ DETA1 B ' � '. �� . � EST zos�`Sru � � � � = END PROJECT � •. � �\ �� . - _ _ � -' � �� -/ - PD% �0. �8 .� - - '. �� \ ._� i `. `� � . .:= �89' _ _ J \ • \\\ c->� -� �'-- \ \� a � � � WObDS � �� V . PUE--�)--PUE \t'pUE ... PUE 1'U . _ _ � 4.�J0 W;;OC�y'1 I � CLASS II RIP ry a� (STRUCTURE P ITEM) �~ / :. / -�. � �� .m / � :�� _ �11\A��AV A �� /O�/�//�/ �/ � � ' ..-' � � 1�%/G . 1 � � i'L�,/ //� / �i / � v � � i � 1 � � 1 A V A � � � / � i i � � � � � " ////// i � ' � 1 A V A � V � � � � � � � ��i �i �� / i. � ' _ �` � . � g� i�� i � � N/// / � \ / i ii/ i . �. � 1 1 \\\ \��\ i i i i i i� � / N/Gl /• i � 1 1 \ \ � � � i� � i /i �i i / i i � �/G/ / �. I � 1 \ \ � � � \ � � � / i� � / i i � � I / %i/ � � \ � /// / / , � � " ii�ii�/ii � __ �___i '- -1 'i->'0 /��//� 1 �/ / . \ �\\ .. ' . , , � i � ��=�:��/� i . . .. . .. . � � - � � � - -' � � / �� '� / / � _2�5" -� � i � i i 1 •, i -_-•� \ I � � � i�/ � \ . � / � �//\/ � _��_\ _ � / �'__-'� �> �-�/ / �� / / / - - - / / �.15� _ _ _ / . / � � . � , , � �' � �� $T(+��'� 6F NORTH CAROLINA – � – – – – –�' � � �� / �NO DEED REFERENCE � . �275-------�� / FOUND . . . -------------'� � , - �� 50 100 SCALEe I"= 100' HORIZe SITE 1 PLAN VIEW 200 SV �GEO7 XTILE � ' � \ � �. - ��'�3�=1 _ \ . WODD� .. . I�� v1 �- ____- � . .. -. �� \� T T �.�BM�2 �s =LASS II RIP RA \ � STFUCTUR[ PA 17FMI� � ^ = a � '�( � _"_.. __..- ..._ _.. I I . . - PtlE 1 1 Sk /004 (OLO NC 75J 253'H57 i -� --w_- —�PUE-� �VE �� PUE� PUE � Q.-'- pUE ( � \ I � / \ / � � � i� i CLA55 B�RIP RAP � SEE DETAIL P I I �� EST. 2 TQNS �-__� EST. 20 TOIJS Rlp RAP � I EST. 7 SY�GEOTEXTILE EST. 55 SY IGE07EicTILE I I \ � � � I��\ � / I I �I � � I IIII �I� � � INSTALI TEM�P CAUSkWAY �,XtEIJDING FROM � STREAAABANIC TO INS�ALL I17!�STqEAM DRILLED � SHAFTS ANb TO RRMOVEEY[STW�i'�EOHC-RETE I PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON, CONCRETE PIERS, AND REMANANT INTERIOR BENTS. USE NCDOT STANDARD BMP(INCIDENTALTO $TRUCTURE REMOVAL) TO DEWATER AND ISOL4TE WORK AREA TO REMOVE PIERS AND INSTALL SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE CAUSEWAY MAY BE INSTALLED IN THE STREAM AT ANY ONE TIME. REMOVE ALL PORTIONS OF TEMPORARY CAUSEWAY AND INSTALL CWSS II RIP kAP BANK $TABILIZATION AND EXTEND RIP RAP TO AREA SHOWN. TOTAL PROJECT LENGTH: 650 FEET PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40' EXISTING BRIDGE: 3 SPAN BRIDGE 3@40' LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER _ _ _� �__ _ _� — — — — — _ _ — — — _ � T 1'► /1 /'� 1:. __ -.. . _ r -------- WV n � 30 0 Y 0 15 30 = SCALEe I"= 30' HORIZe WETLAND AND SURFACE WATER IMPACTS PERMIT 0 0 � ,� � �� _ - :_ - -___ � �, �; =_- __��,�; ___-- � , . , , , `i �\ � ` �----_ � , r � C1 � � � \ � � � � ��--- � �� \ __--___ � � EXCAVATIO N �� LIMITS /� � \ , ,\\ , SITE 1 ENLARGED PLAN VIEW N H / �.. ..... .. _ �' —'_ _— _ _ _. — _. -- - BAN K STABILIZATION � 0 ry 2� / m`�' /20 LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER PROIECT REFERENCE SHEET NO. �T. �'. DEPT.OF TRA�7�4PORTATIO�V �78P.S.R.53 - GRANVILLE 62 5 DIVIQIUN OF HI(�HWAY9 ROA�WAY DESIGN HYDRAULICS ENGINEER ENGINEER WETLAND AND SURFACE WATER IMPACTS PERMIT %��LLII �u�TY PitOJE�1,1�Pl�.RvS$ BItID(3E �TO. �2 OVER g�TAP OF REED� �IiEEB ON �R 1(1�1% �UTNER ROAD� 9HEET OF HATCH MOTT MACPONALD 18 E, LLC ICA ENGINEERING LICENSE NO. F-0669 LICENSf NO. F-035B PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL SHEET _ OF _ GLI UNLESS ALL SIGNATURES COMPLETED Prepared i ihe o"'Ce °` ;� Hatch Mott po Bo. ,00 �� MacDonald WWW.hatcMnoiT.�oom�526 1�� „��.�Ery�N ., Engineering "'..."""""" VERTICAL SCAtE HORIZONTAL SCALE —�— $, Q �, �P, z�, P z�, SP, '-'-''-'�� '-'-''-'�� PI = 14+20.00 BEGIN GRADE EL = 285.04' END GRADE STA. 11+50.00 VC = 120' STA. 18+00.00 EL = 286.43' K= 147 EL = 286.18' DS = 60 MPH BRIDGE Q TA.15+65 -L- 3 SPANS 24" CC5:1 �i 25', I 7@ 70', l@ 40'; OAL=135' w/4' DEEP APS, SKEW 90 I GP E EV. = 285.47' I OVERTOPPI G AT ROADWAY AG REMOVE I STA.14+36 EXISTING ELEV.= 28 .2' BRIDGE ,/� � � �%i%.J�`IO�. — — — � LEV.=277.1 ELEV =277.1' � 3.5'KEY � E ��-_��= LEGEND D PTH �NP.) IM��.� � DENOTES TEMPORARY cuss ueir - IMPACTS IN SURFACE WATER SLOPE 1.5:1 (2 T. THICK) (NORMAL TO AP) (TYP.) (STRUCTURE P ITEM) � DENOTES PERMANENT IMPACTS IN SURFACE WATER ELEV. = 277.0 LEV. 277.0' HAN STABILIZATIO w/C SS II RIP RAP BANK STA8ILIZATION NORMAL WS `�C 5 II RIP �RP.P ELEV. - 270.3 TEMP. WORK � 8 TEMP. DATE:4-9-207 IMPACTS IN RFACE WATER CONSTRUCT NLY ONE WO K PAD AT A TI E � UNCLASSIFIE STRUCTURE EXCAVATION = 380 CY BR/DGE HYDRAUL/C DATA DES/GN D/SCHARGE = 4200 CFS BM #1 ELEVATION = 301.49' BM #2 ELEVATION = 281J3' DESIGIy FREQUENCY = 25 YRS RR SPIKE SET IN 50 INCH OAK RR SPIKE SET IN 30 INCH PINE DES/GN 11y� ELEVATION = 282.3 F% BL STATION 4+06.42 31' LT S I T E 1 BL STATION 29+44J0 95' LT BASE DISCHARGE = 632� CFS (SEE SHEET 1C-1) (SEE SHEET 1C-1) BASE FREQUEIyCY = l00 YRS BASE hlW ELEVATION = 284.Za` F1' OVERTOPPING DIS�HARGE = 7550 CFS OVERTOPPING FREQUEN�Y = 5�— YRS OVERTOPP/NG ELEVAT/ON = 2852 fT DATE OF SURyEY = 4-9 20/4 WS.ELEVAT/OA/ _ �� AT DATE OF SURVEY � w a� ww '�, 10 11 12 13 14 15 16 17 18 19 2 0 21 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) � -L- 15+29 TO 15+32 -L- 15+92 TO 15+98 BANK STABILIZATION < 0.01 73 -L- 15+32 TO 15+55 CAUSEWAY 0.02 -L- 15+68 TO 15+90 CAUSEWAY 0.02 60 -L- 15+92 INTERIOR BENT 2 < 0.01 TOTALS*: 0.02 0.04 73 60 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 Vw z� r Z w wa w � z_ �_ �z� �wx' a, V 'd; WETLAND AND SURFACE WATER IMPACTS PERMIT .�� J[�;'�[ � A�� J[ J� � J�� U` `� 1� �'��' �� -L- 15+37 FOR EX BENT #1 (WEST SIDE) -L- 15 + 77 FOR EX BENT #2 (EAST SI DE) VARIES 22 TO 27 FT. 5' CLR CLASS "I" RIP EXISTING INT. � BENT I TOP EL = 272.3 / OHW = 270.3 1' 2' �� C� O C��O �=�C—��-��- ;C=�O c � ' �—� O 000 � � �O0 1.5 � O 0�00 (TYP) � O �00 O 0�00 � OOC�C_�00 �� 000000 — — — — — — — — — — — — — — — — — — — — — — — STREAMBED CLASS "II" RIP RAP VOLUME OF CLASS "II" RIP RAP BELOW OHW: 237 CY 159 CY (BENT #1 - WEST SIDE) 162 CY (BENT #2 - EAST SIDE) PERMIT DRAWING SHEET OF �T� �. �F.�T, OF T�tA�T�ORTATIUN �IV191O�T OF HI�HWAY� �RA�TVILLE �OiI�T�t'Y PRO,T� 1�BA�R� ��E �va �� ovF,R g�vA� OF �EED� �'�EEg O�T y�I� 1��4 (�i£TNER R�OA�� 9HEFlr OF � w �� 02'� CwJ � a� �� ' �' I ' . •� " I ' I : (�> I �� \ (�) I'� " I ' I—I � � . �� I'� (�> I . I \ . �� II)I � I�I(�)\ (�)I I-1 I� I�I—I `�� .'� l�� GRA1�l VILLE CO U1�TY areze ereTm vaweQr aea�aa(� rrw �" �, �,�a ��e�� n ers�rm ei�a�lZx �n n..eaAol.nru D�ort 176P.5.R.53 LOCATI0IV: BRIDGE 11t0. 62 OVER K1VAP OF REEDS CREEK 0111 SR I004 (OLD NC 75) TYPE OF WORK: GRADING, PAVING, DRAIIVAGE A111D STRUCTURE BUFFER IMPACTS PERMIT � � � • � � V � � O V GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT (2011) = 3700 ADT (2025) = 12400 V = 55 MPH CL�iSS = MAJOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.097 MILES LENGTH STRUCTURE TIP PROJECT = 0.026 MILES TOTAL LENGTH TIP PROJECT = 0.123 MILES \. TO S� �^�■�� 1�3i•�� i�►i��R��/�� , r�rt��.'y,.��i�`��,l�►�1��Ai�� •.,,,, BUFFER DRAWING SHEET OF N. �`. DEPT.OF TRAN�9PORTATION �IVIBION OF HI(�HWAYS (iRA�IVILLD %OU3�7TY PRO,TE�`Ti 17BR�R,��i BR�D(iE �70.�% OVER B�TAP OF REED$ �REEg O�T $R L��Q �IITNER ROAD� PLANS PREPARED BY.� � Hatch Mott �� MacDonald PO Box 700 FuQuay-Varina,NC 27526 (919)552-2253 (919)552-2254 (Fax) www.hatchmott.com LICENSE NO. F-0669 �� Sl2lKingdomWaY� Suite 100 Ralcigh, NC 27fi07 �C'.LicenyeTo: P-Ol.iN Engineering DETAIL A DETAIL B TOE PROTECTION BANK STABILIZATION , No„o s�a�a, , No� �e s<o�ei FILL SLOPE n�� rNATURAL 2, �, I I / GftOUND 5 I GEOTEXTILE S r GEOTE%TILE THICK Type of Liner= ClASS B RIP RnP Type of Liner= CLA55 II RIP RPP -l- STA.16+45 TO STA.16+95 RT -L- STA. 15+14 TO STA. 15+39 -L- STA. 15 �1 77 TO STA. 16 I� 11 I36" RCP r— _ �w� 1 �.--_ �_ _ --_=—�_ 136' RCF SR /�¢ (0(D NC 751 253 BSI — ��—__��---- �ww a�� naE caqvEva�o -- - O STATE OF NORTH CAROLINA NO DEED REFERENCE FOUND esr. �TON – EST. SY GEOTEXTILE � � — � R �' � -PUE�.(.l /i FUE � 1 PUE �y—V' _i_ ar < I PERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE �0� � 50 100 SCALEo I"= 100' HORIZ, BEGIN �, 46 L l -f%4.58� � �;;;oosri�� II RIP RAP ry /, �URE PAY ITEM) �~ j� /J i � � h /-4 i4 + /; � j / l � , j+ / � BUFFER IMPACTS PERMIT QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION SEE ENLARGED �X�A„AT,oN AREA ON ""''TS NEXT SHEET BANK STA8ILIZATION SEE DETAIL B 5T. 205 TONS RIP RAP E D Pf i — ar O STATE OF NORTH CAROLINA NO DEED REFERENCE FOUND SITE 1 PLAN VIEW PROIECT REFERENCE SHEET NO. �T. �`. DEPT.OF TRA�TgPORTATIQN 178P.5.R.53 - GRANVILLE 62 DIVIQION OF HI(�HWAY� ROA�WAY DESIGN HYDRAULICS ENGINEER ENGINEER �RA�iVILLII �OIZ�TTY P�tO�E�"1� ly$R�.I� BR�D(�E �TU � OVEit gNAPP OF REEDy� �itEEg ON �R 1��1� (�UTNER ROAD� ULL`/� OF HATCH MOTT MACPONALD 18 E, LLC ICA ENGINEERING LICENSE NO. F-0669 LICENSf NO. F-035B BUFFER DRAWING DOCUMENT NOT CONSIDERED FINAL SHEET _ OF _ GLI UNLESS ALL SIGNATURES COMPLETED Prepared i ihe o"'Ce °` ;� Hatch Mott po Bo. ,00 �` MacDonald WWW.�atcMnoiT.�oom�526 1�� „��.�Ery�N ., Engineering "'..."""""" w000S � BM#2 �s � aI aI �� 1 1� E%ISTR�G R/ iH. ``��^ � �ti✓1_—_.� � y -.. SR /004 (OLO NC 75J 253'H57 i w_— _—"--_� — PUE � PUE � PUE � PUE �� CLA55 B RIP RAP SEE DETAIL A EST. 2 TONS EST. 20 TONS RIP RAP EST. 7 SV GEOTEXTILF EST. 55 $Y GEOTE%TILE INSTALL TEMP. CAUSEWAY E%TENDING FROM STREAMBANK TO INSTALL IN-STREAM DRILLED $HAFTS AND TO REMOVE EXISTING CONCRETE PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON, CONCRETE PIERS, AND REMANANT INTERIOR BENTS. USE NCDOT STANDARD BMP(INCIDENTALTO STRUCTURE REMOVAL) TO DEWATER AND ISOLATE WORK AREA TO REMOVE PIERS AND INSTALL SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE CAUSEWAY MAY BE INSTALLED IN THE STREAM AT ANY ONE TIME. REMOVE ALL PORTIONS OF TEMPORARY CAUSEWAY AND INSTALL CLA55 II RIP kAP BANK $TABILIZATION AND EXTEND RIP RAP 1'O AREA SHOWN. TOTAL PROJECT LENGTH: 650 FEET PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40' EXISTING BRIDGE: 3 SPAN BRIDGE 3@40' LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ z— RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) � ALLOWABLE IMPACT ZONE 2 (BRIDGE) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) V Z � Z K Z �� ow P � U � BUFFER IMPACTS PERMIT C� l � n � 30 � Y 0 15 30 = SCALEe I"= 30' HORIZe / / , , � �� X / � VV � �- •� � V ,' � /� m � c�� Q1 / SITE 1 � ENLARGED PLAN VI EW ' V _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ z— RIPARIAN BUFFER ZONE 2 (20') � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) � ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) � ALLOWABLE IMPACT ZONE 2 (BRIDGE) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) �ww a�� DETAIL A DETAIL B TOE PROTECTION BANK STABILIZATION � No� w scaia7 � �+o� io s<oie� FILL SLOPE n�� rNATURAL 2, �, I I / GftOUND 5 I GEOTEXTILE S r GEOTE%TILE THICK Type of Liner= ClASS B RIP RnP Type of Liner= CLA55 II RIP RPP -l- STA.16+45 TO STA.16+95 RT -L- STA. 15+14 TO STA. 15+39 -L- STA. 15 �1 77 TO STA. 16 I� 11 � V� �� , ______� � � //// I I I I I � I I I I I � I � I /�/ �� I I � \�\ �� `\ �♦ ,---------_ �� //�/ l I I � I I I 1 I � I � I � i l l 1 I � � � � � � \ _ - - � ' � / / i i / l i I I 1 I $TATE� OF�iJORTH QARfSLINA/ I '� � � � ,p � � � ------ _ 05� � i i 1 i � � � � o � � �� ------_- 3 _ � � � i � i / / i � i � / i i�0 �D REFERENCE/ o � ��\ 1 4� \ \ __-- � ��i�i i/ i i� � �� i i,F�OU� i i ti I �\ 1 I �� \ ��\ ----- ___- �� / �� i/ i � �� ,� � � i i l � � � 1 1 I � 1 �- ��o�� y' i i i � � � i i� i i i � � � 9 i � i i i / / I �� \ 1 1 I � 1� � ��_ _ ,� i�/ ��^�� i r( %� ��2,,,, ;� i� i� ' i�i�� i� i� i� i i / � , N.� � i i i � , i -- � i. � ��i �-, � ' �--zed '�'-,� � � ,� . � � i , � s� 1 1 I � � � il � � II�II� � � i /r \--�� i i i ,� �/\ � I � i � � / / / i / l � \ �� \ 1 1 i ♦ `---�� _,�� r /T��ae� i�� \ c-- �� / � / � • / I ' /� �� - �\ � �\�\ �I �\ � ��---__�-�� /� // // � � � � � l I � / � � � \ � � � ------300��,- �--�- .�i��ii�i� � / / i/ �� I � I � !/ / \ \ � \ \ \ � ----� �---- _-- � ��iii �� / i i i � I ; � / �, � \ \ \ �� ------- ---- --��2'�� i / � � I I � � I i � � � � . ----- ------ ---------- G �'ROJF�'l` �� , � i i � � � _ _ _ _ , , i � � I cins � � \ � `\ � � - - _ - - - - , � , ; � _ � _ �- P�� O. II'�'3rf%iXJ l � � � � � E�r rqN � � � _ _ - -295- - - � _ _ � % - ; � � - 2 - -L- PC' SYa.12t89.8U i i �sr� sp �eqs��e � �\� - ---------,%='� ,-' ,�� , ,' � i i i i i i � \� ��______ ��-/ ��-�/ �i�'/ �' i --- / i � :l l l / c+ / I / / / .� 3e�rtcP�� -� �� / �� ,,- / / '�/ / / / � m `�\' `�J T � � �� __ i �� i / / /W�p � �j �� 11� �' �'r� 29�� / � � � � i - R i / / / / l = 1 � �� , , _— _ � — _ _ — _ _ _ ExlSn Ri _ � 5� — — — _ _ — � � . / � BEGIN SBG `�� ` � _ \ __ / � _=�=— / ' � — � •46 LT -- _ �' __ _ _—__ — _—!�= �� — 3 6' R C P _ � � SR /Q�4�019 � 751 253 BSF � ' L -- — — F — ' ' — — — '— _— — — — — — — — — y—�'rT`�-�-� _ _ '; —_' —�+�'_��.�'E _ —_— --- ' — ___ __—_ ��_ BUFFER IMPACTS PERMIT �T. �`. DEPT.OF TRA�TgPORTATIQN DIVIQION OF HI(�HWAY� �RA�iVILLII �OIZ�TTY P�tO�E�"1� ly$R�.I� BR�D(�E �TU � OVEit gNAPP OF REEDy� �itEEg ON �R 1��1� (�UTNER ROAD� BUFFER DRAWING SHEET _ OF _ �� PROIECT REFERENCE SHEET NO. 178P.5.R.53 - GRANVILLE 62 ROA�WAY DESIGN HYDRAULICS ENGINEER ENGINEER HATCH MOTT MACPONALD 18 E, LLC ICA ENGINEERING LICENSE NO. F-0669 LICENSf NO. F-035B DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in ihe o"'Ce °` ,� Hatch Mott po Bo. ,00 �` MacDonald WWW.�atcMnoiT.�oom�526 1�� „��.�Ery�N ., Engineering "'..."""""" �� I I I I � I � � �� I l � i i--� � �� z�...,._.� ... ��_��_�P � � �� i � i i � i� � i i � � i �\�� \ � �� 1 � ��11\ ' I � � 1 \ / \ � I f I i l � � � � � � � � / �� h�ll � � 1 � �1 � � / �\ � I I �� o �� \ �V � � � � �� / � l��l�l�� 1 \� \\ / I ^�' �� `� � �� \� �� ` / ��ip°��'u�' � � �QUANTITY FOR EXCAVATION LIMITS IS INCLUDED �1\�\ �� ti \`� �\ `�� , � ;, � �� _ `r�� IN UNCLASSIFIED STRUCTURE EXCAVATION _ `\; � `� � `� � �� i ��\ \ � ` _.�� \ �\ � � p\ \\otiZ��J�111 \�_ \i� l� I/ ��ENLARt�ED � \� ) \�\\ �\\\ \ \�� \� \�// `��ii \�i�� - �� xcA�AT�o,v_____� ___; � `� AREA Ow �i �,� � i� �\\ �� sg2\� � � LIMITS q' uC� �. \� \ 1 \ \ � IIII � 41 � I �� / BANK STABJLI�AIION \� z_I�EXT SI�T I � I / � � \\ �� \\\� � � 1 \� _ _� _ SEE DETM B � '� � � I / . \� � \ � — �\\\\ \ � I ) (� _' _ _ � F-27SY NS �'\ � ' ' �' 2 — \ I � / � \ � - � ' � _ - - , � � _ _ , ; 8p_ _ _ � PROJECT i i � \\ �� \ � � �� \ ,� i . � - _'_ _ ��T- _ - �� , _ _- � ; _ - = -� 0�_.SYo. �l8 .00 i � - � \ ` �� `� � � \ - \I � \ \\J -- \��_= J \-�--\��-/ - ___- � ,. � � �� l� \ ? , � `BANK. STA I ZAT HL _ \ Fj_-' __ � � = 28Q\ — � \ \ ' \\ \\ �B� � \ \ � y� � \ � m � seeo�a.i��/ r-____ - -` �_-• � � �� s: �-'� — \ � — — � \ �m l EST. 200 �(�� RI RAP/ — _ � _ —�� \ WObD� \ � \\\ —� � � \ \ �b � EST. 200 Sv �G�QT Xil}E Ir � _ _ _ _�� \\ �� '� \\\ I --- � h � �\ � ly'�==_�_---_---\� � o .�� i \ 0 waoos ��\� . � I �� 1 � ____-____ ��j � � \�� I � '�y� < � ��` R. - ,-- ` �� T T �M=2 �s ,�� 1 `\/ CLASS IIRIP RA y"\ \� �-28� � o�. n \ �� '�ill� i i i � 19f �, � I��l�. � (STRUCTURE PA I��,)�\ � �' � e >. _ `1 1 _ �r� _ _'—"__'_1'_"_" I I � : III � 1 � - _ _ ' \ � -tT-�6��-- ' _- �' � � - - - -� 28� - - _ - _ - _ �_ _ _ _ _ / - '! �_" __r � ��\\\��11�I � � '�� % � ��1�'1 PUis cq ------ = _ = _______=__ ____ _ ______ ___ _� � � � i i i , � � � � I � � � � e � // - , - --=_�.-_- _ -- - _ - _ ' , `' ��/ \�1 ,�1\� � 1�I��I11� 11 �� I I I � ��l � � I �/� G /P�/ � �� R _ � _ - - — _ __ -�-� - , �, ,T �� I I � � I l �� - R % �' �� I � i II I I� � �I 1 I I I � �� I �/ � �� //� i PUE —r=-(.l /i PUE PUE PUE � . �� A � � I � 1� I I I � � I l � / i / � j � PUE UE ,' �� i � i i�i i � i i �i ��-L- POT b�a� lb i i�� i i ti0° � -� �� -� -- l t74.38 `,�.��o��i,� ��i - ' � � � � � I � � � I � � � � I 1 � � � l � / / � � / � � �� % / � i// \� I I�� I I I�� I� 1I 1\\ �l I I� �� I l� l l l l I // ///// //' S RU TIURE PAY ITEM) ) 0~ X� /� i i i � i��i i j�� --� �� i �� I PERVIOUS DIKE SHALL BE CONSIDERED i� ,' � ��i�-�` i �i i i i I � � ` �� INCIDENTAL TO THE REMOVAL OF THE � � � � + ��ii � � ' ' i� \i i i j � � � � � � �� `� � � �� i �i�� EXISTING STRUCTURE ,' �� / � ' � �" �v ��1��\��\��\�� '/:1,�'��/��%/��/�j� � /� /�� V �� i- �llj��l �� //.�N/l / �\ � 1 1 1 � \ \ � � � , � / / �// �/ �/ �/ i� � , � � � � � i � // �ll/�� f gJ� lHA/N � 1 1 \ \ \ � _ � / / i// i/ // � i � , � l ar¢ � . \ � ,� �\ \ �� \ i� �ii�i� i�� i �� I i •-F. � � i . � � � � � � \ � �� , �' �i'�� /i i �� ii�'� � i I � 1� �\ � � � �%'�iii�ii�iii i� i ^\\ � . / �� I �� \ l \ �\\ \ " iii i i��/ i � -- _1 '� ��ll� � � / � \ � � \ ,\ � �� . � ii i in'ii , �i/ i---�\ � � � / . , � i /� �_�� i / /� J �' / / � �—� � � _2�5' -� � / \ / � � � � 1 � v � — �� \ �/ � � � / // � " / / �\� / ` / � � � �� / �----�� i � / �__ �� ` , � -- /i / __ / � / � �y _ — — � // � 2 / / � �� / � � � ` � � � / i - __ � -i �T�'E�6F NORTH CAROLINA ' � ` � - - - - - - � � � � � � / �1V0� DEED REFERENCE --- �275--------�� / � i FOUND ��,----__ ----- �� i � i '�� --�� '-__-_..------��/ / ��i�� 0� � 50 100 SCALEo I"= 100' HORIZ, SITE 1 PLAN VIEW _ - _ �...,.. - -� _ _ _ _ _ _ _ _ _ _ _ _ __ _- w._.a7 �:�y ��1 _ � - - - - _ _ - - _��- - - - - - - - - - - - - - - - — — — -L— -- — � sR iaoa roca Nc 65' 2'l5. E , - � ' =- - — - - `�a�— _ - - __ --=_e- 782 � � .- - � -rr- — PiJ�� a ft PUE�PUE�PUE �H'$i.\\ � I� � I ��, � �� 1 I � �� \ i i' , �� -L- POT sec- — _.� 75J 253'H57 i � mti � i i i � � i\ i i i �/I I � � CLA55 B�RIP RAP \� ' � \ I �/ � SEE DETAIL P � � I � EST. 2 TdNS �—__� I � � � � � EST. 20 TONS Rlp RAP � I EST. 7 SY�GEOTEXTILE � � / � EST. 55 SY IGEOtEkTILE � \ � I I I � � � � � I I 1 III\ � � I � I I � I 11 II �I � I� \� \� i �� 1 � 'I INSTALI TEM�P. CAUSkWAV ��(tEIJDING FROM � I � � � STREAAABANIC TO IIJS�ALL JIr74STI�EAM DRILLED � � � � � SHAFTS Alub TO RH/vIOVF� ��pPKitETE 1 L--- � � ^� PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON, � � o CONCRETE PIERS, AND REMANANT INTERIOR BENTS. � \ USE NCDOT STANDARD BMP(INCIDENTALTO � � — — � STRUCTURE REMOVAL) TO DEWATER AND ISOL4TE � ` � WORK AREA TO REMOVE PIERS AND INSTALL � � � SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE � 1 � CAUSEWAY MAY BE INSTALLED IN THE STREAM � \ �� AT ANY ONE TIME. REMOVE ALL PORTIONS OF 1 � --- TEMPORARY CAUSEWAY AND INSTALL CWSS II RIP kAP BANK $TABILIZATION AND EXTEND ` — — � � � � RIP RAP TO AREA SHOWN. 1 �—� � �� TOTAL PROJECT LENGTH: 650 FEET PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40' EXISTING BRIDGE: 3 SPAN BRIDGE 3@40' LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ z— RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACT ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) z � z a Z �� ow P �� . 'sl l �� BUFFER IMPACTS PERMIT 0 0 � � � �� : _ - ,a ,— —__-_ , � , ---- __ _�� , .., ; , ,; c� ; � � c� C9 � __ ___ , , "� . � ^ �; _--_ � —�- ;, � cD , ��, ,�� EXCAVATION ` '``�� LIMITs �� ,�� ` �� A ;�� ROADWAY B GE � ` � � ",,,�,�,�� _ � � � ,,, � � ��,. � � �� ' \ -- - -------- �--- - --_ - - - - -- -- - _ - - -- -_ - � :- _� _ _ --- _ - -- -- � �� TB2G1__l__ , � ��:� �;�i -------- WV 30 0 15 30 SCALEe I"= 30' HORIZe ,� , — , BANK TABILIZATION 1� / /� \ f11 ' ` PUE ROADWAY BRIDGE m �� '� � � i Q'� � —► � , , 1 � �' � � � � i �i�! , � � � �;';� � �, �� ii?% � J � �/�/ �� ✓''/ /�///�//,�� . X\ /��/� � �\ \ �� , ,,,, � � ,��,,,,�,,, � �� , „�,��,�,,, � � � i/i� �i�� iilil//Ui �/ii��i � iiiniliu i�� i/i _ - - � iiului � � �/iii '/i �� l i ,� �� m ��" c�� /'y� L ��/ I� / SITE 1 � ENLARGED PLAN VI EW BRID ROADWAY \\ \\ ` \ � �\ _ __ � � _- — - _ > • — - _— _1� I l� — ----- " , .1 �{'�� -- - - � PUE LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ z— RIPARIAN BUFFER ZONE 2 (20') � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) � ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) � ALLOWABLE IMPACT ZONE 2 (BRIDGE) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) 1 24" PCCS -L-14+54 TO 16+52 X 90 1940 2030 X 5205 568 5772 TOTAL: 5295 250� 7802 0.0 0.0 0.0 Transportation April 3, 2016 USACE Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Attention: Subject: Dear Sir: Eric Alsmeyer Project Manager PA7 McCRORY co��rnor NICHOLASJ.TENNYSON Secretary Project Number (aka WBS number): 17BP.S.R.53 Structure No. 380062 over ICnap of Reeds Creek on SR 1004 (Old NC 75) in Granville County The North Carolina Department of TransporCation (NCDOT) proposes to replace this bridge. Tl�is project is similar in nature to projects processed under the Low Impact Bridge Replacement Program (LIBRP). Accordingly, the LIBRP format has bcen utilized in the permitting of this project. A site visit was conducted by USAC� o� April 9, 2014. The following are attached to this cover letter: Low/Minimal Impact Bridge Data Sheet Attachment L: LIBRP impact data sheet Stormwater management plan Riparian buffer permit drawings Jurisdictional resources summary sheets If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220- 4633. Sincerely, /Y n � �/� �`-- u` `— U J. Hopkins, P.�. Division Engineer c: Division 5 file, NCDOT Rob Ridings, NCDENR-DWR �Nothing Compares�� Stare ofNorth Carolina I Depa�tmen[ of Transpormtion I Division Five Office 2612 North Dnke S�ree� I. CS.'� 17-27-0? I Durham, Nonh Carolina 27704 919-220.4600Telephone I 919-Sfi0.33"!7 Fax Low/Minimal Impact Bridqe P�oiect Data Sheet ' W8S '17BP.5.R.53 Coun Granvilie Bridge Number Britlge 380062 Deswiption Bridge Na. 82 over Knap of Reetls Creek on SR �004 {Old NC 75) Basin Neuse River Basin � � � � � Ciassification WS-IV� NSW Stream SIN p7_,� g � �� TYPe erennial sheam �� Size 501inear feet wide TyPe ., Timber Deck on STL GRD.lFL.BM. S tem ��- Existing Structure Size 7 gyg^ SuB. Ratin 28.35 Proposed Structure Ty� Aiuminum Box Culvert Size 1 34'-10" x 9'-7" Pond USACE Im acts ac 0.0 ac USACE Impacts (LF) Permanent 73 iinear feet (temporary sVeam imapct of 60 iinear teet is Str�am within th�s limit :Non1041m aIXs �F N/A � USACE Impacts (AC) , 0.0 ac � Wetlands Non A041mpacts (ACj � � � 0.0 acre � � � � � � - CAMA Im acts AC � �� Not A licable � NC tlW4 Buffers !m acts SF 5,295 sf BZ1: 2.507 sf BZ2 .. Buffer A lication Re uired sqp f� /ry Yes NC DWf1 StormWater Permft R uiretl YIN No m.;.a� xo . _.. ..... o-.�.,,,y._,..,� u. Habitat iYln) 'w�.... +� wnn w.�.....« ... M1rliv� - ao�M�itPli�Hr y1Mys N+ .... �xMv.W(p.wv fb T&E SpeGesPresent ,a,P.».++: �+a.wnr�. ^" Nuheowgareyba Poasw ... ... . . . an Y w Enn� �M�wepon:ur Mef.HM Bio Conclusion ,.,..�G � v., «�w�,�m.w wen« w+n., w^o�e�m nm: w'x•.w Moratorium TYPQ -� - �- NotA icable �Dffies NotA plicable Native/Hatche Not A ifcable Trout Waiers Trout S cies Present Not A IicaWe �TroutConditions !N NotA licabie �� WRC RgWewer Not A hcahle �� CAMA'�AECs NotA licable - �� Essential Fish'.Habitat /n No Nev.��0 nin NotA licable USGGPermit NotA licable �--��- Hlstorlc Pro rties No Surv R wred 6l18l2013 �� Archaeolo ical Resources Sueve R uired 71i1/2073- No sites resent it/1372D45 Tri6ai Lands No � � � Resources No WC Resources No Wild and Sceoic River No PorestService Lands No TVA'��Area No FEMA'Bu oot No FEMA Fiood Study Non FEMA regulated USTs � Haz Mats �o Relocatees Na � � -� location �T 36.15572 deg. LONG 78.773642 d . � Project Comments j ,� � . Completed 6y: , % �J Drviswn 5 ndge Program Manager Division Env�ronmental Officer _}�3�5[� e�,� I�C�DENR North Carolina Department of Environment and Natural Resources Div;sio� of Nlater Guality Pztr;ck L McCro�y Coleen H. Sui!:ns Govemar Direc[or Donal� R. van de• Vaart Secretan Attachment L: Low Impact Bridge Replacement Process Project Number (aka WBS number): 176P.5.R.53 Bridge No. 380062 over Knap of Reeds Ck. on SR 1004-01d NC 75 in Granville Co. This project can be characterized as meeting the parameters associated with the Low Impact Bridge Process as agreed to on October 6, 2009. Accordingly, this project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT Minimum Criteria Rules. Date: April 3, 2016 Applicant Name: Joey Hopkins, P.E. Applicant Address: 2612 N. Duke Street Durham, NC 27704 Primary Contact for Project: Chris Murray, PWS Phone Number: (919) 220-4633 Is this an after-the-fact application:_Yes X No River Basin: Neuse River Stream Classification: WS-IV NSW with DWR Index Number of 27-4-(6) Regulatory Authorization Options for this Activity Federal: Stream State: Stream and Riparian Buffer Authorization Local: None Project Description: See attached spread sheet for project-specific information. Permanent Impacts: See attached permit drawings and summary sheets. Note stream and riparian buffer impacts. Stormwater Information: See at ched stormwater management plan. Signature: Print Name: Christopher A. Murrav. PWS Title: Division 5 Environmental Supervisor T��spor+a:ion Pe:m:t��g U�it 1550 M1�a:: Service CerrE..-� Raleig�. ,`:o� Cs ��'�na 27559465C Locaticn: ?321 Crabvee 81vd., R�3+oigh, .vo�t4 C��o ^a 2� 604 P�o�a: 979-Y3-77851 FAX: 919-7?3r893 I^cer^e;: hC,��S'h2ae�vstater.r„uslncHefia.asr FiE;. �i(:::,r.-:�lA�rr.:^.ic:Ac..:-, 1V�orthCarolina �iVafur�rlly