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Home My WebLink About20140285 Ver 3_USACE Permit_20161108� Regulatory Division DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 � ve /' � �� November 4, 2016 l/ j /� � � � � Action ID No. SAW-2004-01203 I� � � , �� '�� '�r� , �} 1'�,�l I�iUV � r`) LU�b DENR -bJATER ii�SOURCES Mr. Philip S. HaTP1S, P.E. TRANSPORTA7YON -cRMITTING UNIT Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Harris: Reference the Department of the Army (DA) permit issued on October 3, 2014, to Mr. Philip S. Harris of the North Carolina Department of Transportation, for impacts associated with the project identified as R-0623. The widening project begins along existing NC 24/27 west of SR 113 8(Dairy Road) and continues east for approximately 1.3 miles, turns south for a 4.5 mile new location section (south of downtown Troy), and then ties back into NC 24/27 for an approximate 0.9 mile widening to just east of the Little River. The proposed project is a partial control of access, four lane, shoulder section facility, with a divided grassed 46-foot median and totals 6.65 miles in length, in Troy, Montgomery County, North Carolina. Coordinates (in decimal degrees) for the site are: 35.334610° North, -79.903305° West. Waters identified within the project corridor include the Little River, Warner Creek, Turkey Creek, their unnamed tributaries, and one unnamed tributary to Rocky Creek. These waters are located in the in the Yadkin-Pee Dee River Basin (Hydrologic Unit Code 03040104). Impacts authorized by the permit include: 1) The permanent placement of fill material into 4,916 linear feet of jurisdictional stream channel, 1.23 acres of adjacent riparian wetlands, and 1.37 acres of jurisdictional open waters and, 2) the temporary placement of fill material into 700 lineax feet of jurisdictional stream channel. Impacts were associated with roadway fill, bank stabilization, pipe placement, excavation, utility line installation, and hand clearing of vegetation for overhead power line clearing. Mitigation was implemented for the unavoidable impacts by payment into the North Carolina Ecosystem Enhancement Program as well as permittee responsible mitigation referenced in the permit special conditions. �� , -2- Also reference your letter to the Corps, received via electronic mail on May 20, 2016, requesting modification of the permit for.additional impacts to R-0623, including the permanent discharge of fill material into 3821inear feet of stream channel, associated with: 1) an additiona138 feet of permanent streaxn impacts for bank stabilization at Site 15; 2) an additiona12701inear feet of permanent stream impacts and 281inear feet of temporary stream impacts at new permit site 25 for the proposed Ramp D; 3) an additiona1661inear feet of permanent stream impacts for fill, 7linear feet of temporary stream impacts and 8linear feet of permanent impacts associated with bank stabilization at new permit site 26 due to the proposed grade raising on Troy-Candor Road to accommodate the new interchange; Note that a public notice regarding your modification request, dated May 20, 2016, was published on August 31, 2016, for a 15 day comment period. Following evalua.tion of the information submitted in your modification request, and comments made during the agency Public Notice period, the U.S. Army Corps of Erigineers, Wilmington District has determined that the requested impacts are appropriate and reasonable and not contrary to the public interest. Therefore, the permit is modified to include the requested additional stream impacts. This work must be constructed for Permit Sites 15, 25 and 26 as shown on drawings included in your modification request dated May 20, 2016 (revised 5/13/2016 Permit Drawing Sheets 1, 55, 56, 90, 91 and Permit Drawing Sheets 1-4, added 5/13/2016) copy attached. In addition, the following special condition regarding additional compensatory mitigation has been incorporated: y) In order to compensate for impacts associated with this permit modification, additional mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. All other conditions of the permit, including the permit expiration date of December 31, 2019, remain in effect as written. The R-0623 project now totals permanent impacts to 5,2981inear feet of jurisdictional stream channel, 1.23 acres of adjacent riparian wetlands, and 1.37 acres of jurisdictional open waters and, 2) the temporary placement of -3- fill material into 7351inear feet of jurisdictional stream channel for road construction/improvement activities. Should you have questions„contact Mr. Andrew Williams, Raleigh Regulatory Field Office at telephone (919) 554-4884, Extension 26 or Andrew.E. Williams2@usace.army.mil. ; Sincerely, i c � �vin P. Landers � Colonel, U.S. Army ; District Commander � Attachments Copy Furnished with Attachments Mr. Rob Ridings North Carolina Department of Environmental Quality 1617 Mail Service Center Raleigh, North Carolina 27699 Mr. Art King DEO Highway Division 8 902 North Sandhills Blvd. Aberdeen, North Carolina 28315 Mr. Chris Rivenbark North Carolina Department of Transportation Division of Highways 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Copy Furnished without Attachments Mr. Pete Benjamin U.S. Fish and Wildlife Services Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 28516 � Ms. Cynthia Van Der Wiele U.S. Environmental Protection Agency Region 4 NEPA Program Office C/o USEPA-RTP 109 T.W. Alexander Drive Mail Code: E143-08 Research Triangle Paxk, North Carolina 27709 Ms. Renee Gledhill-Eaxly North Carolina Division of Cultural Resources NC State Historical Preservation Office 4617 Mail Service Center Raleigh, North Carolina 27699-4617 Ms. Amy Chapman Transportation Permitting Unit Division of Water Resources North Caxolina Department of Environment and Natural Resources 1617 NTail Service Center Raleigh, North Carolina 27699-1617 Mr. Travis Wilson North Carolina Wildlife Resources Commission 1142 I-85 Service Road Creedmoor, North Carolina 27522 . U.S. ARMY CORPS OF EIVGIIVEEFtS � Wilmington Distrlct Compensatorv Miti�ation Responsibilitv Transfer Form Permittee: NCDOT Project Name: NCDOT TIP: R-0623 Troy Bypass Action ID: SAW-2004-01203 County: Montgomery Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Requirin� Miti�ation* 8-di�it HUC and Basin: 03040104, Yadkin River Basin Stream Impacts (linear Warm Cool 336 Wetland Im Cold I Riparian Riverine I Riparian Non-Riverine I Non-Riparian I Coastal *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. ipensatory Mitigation I Stream Mitigation Warm Cool 606 uirements: Cold HUC and Basin: 03040104, Yadkin River Basin Wetland Miti�ation (credits) Riparian Riverine I Riparian Non-Riverine I Non-Riparian I Coastal Mitigation Site Debited: NCDMS (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that rel'eased credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name of Sponsor's Authorized Representative:, Signature of Sponsor's Authorized Representative Page 1 of 2 Date of Signature Form Updated 23 November, 2015 �, � USACE VUilmington District Compensatory Mitigation Responsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. � Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. � If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCfRT). If approved, higher'mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions:_USACE impact ratios for the project are as follows: 270 linear feet of stream channel at a 2:1 ratio; 66 linear feet of stream channel at a 1:1 ratio. This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsorshould provide copies of this form along with an updated bank ledger to:1) the Permittee, 2J the USACE Project Manager at the address below, and 3J the Wilmington District Mitigation Office, Attn: Todd Tugwell,11405 Falls of Neuse Road, Wake Forest, NC27587 (email: todd.tugwell@usace.army.milJ. Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: Andy Williams USACE Field Office: Raleigh Regulatory Field Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Email:Andrew.e.williams2@usace.army.mil USACE Project Manager Signature November 4. 2016 Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.armv.mil. Page 2 of 2 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at httq://resulatorv.usacesurvev.com/ to complete the survey online. DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 November 4, 2016 Regulatory Division Action ID No. SAW-2004-01203 Mr. Philip S. Harris, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Harris: C � c, �� '��% � � i�'�V 0 �4 �uib � �'J DENR • 4;'ATER iic^G;.)r•;�'cS rRANSPOFT;,1;U� ;'�; ;i�;� n-ING UNIT Reference the Department of the Army (DA) permit issued on October 3, 2014, to Mr. Philip S. Harris of the North Carolina Department of Transportation, for impacts associated with the project identified as R-0623. The widening project begins along existing NC 24/27 west of SR 113 8(Dairy Road) and continues east for approximately 1.3 miles, turns south for a 4.5 mile new location section (south of downtown Troy), and then ties back into NC 24/27 for an approximate 0.9 mile widening to just east of the Little River. The proposed project is a partial control of access, four lane, shoulder section facility, with a divided grassed 46-foot median and totals 6.65 miles in length, in Troy, Montgomery County, North Caxolina. Coordinates (in decimal degrees) for the site are: 35.334610° North, -79.903305° West. Waters identified within the project corridor include the Little River, Warner Creek, Turkey Creek, their unnamed tributaries, and one unnamed tributary to Rocky Creek. These waters are located in the in the Yadkin-Pee Dee River Basin (Hydrologic Unit Code 03040104). Impacts authorized by the permit include: 1) The permanent placement of fill material into 4,9161inear feet of jurisdictional stream channel, 1.23 acres of adjacent riparian wetlands, and 1.37 acres of jurisdictional open waters and, 2) the temporary placement of fill material into 7001inear feet of jurisdictional stream channel. Impacts were associated with roadway fill, bank stabilization, pipe placement, excavation, utility line installation, and hand clearing of vegetation for overhead power line clearing. Mitigation was implemented for the unavoidable impacts by payment into the North Carolina Ecosystem Enhancement Program as well as permittee responsible mitigation referenced in the permit special conditions. -2- Also reference your letter to the Corps, received via electronic mail on May 20, 2016, requesting modification of the permit for additional impacts to R-0623, including the permanent discharge of fill material into 3821inear feet of stream channel, associated with: 1) an additiona138 feet of permanent stream impacts for bank stabilization at Site 15; 2) an additiona12701inear feet of permanent stream impacts and 281inear feet of temporary stream impacts at new permit site 25 for the proposed Ramp D; 3) an additiona1661inear feet of permanent stream impacts for fill, 7linear feet of temporary stream impacts and 8linear feet of permanent impacts associated with bank stabilization at new permit site 26 due to the proposed grade raising on Troy-Candor Road to accommodate the new interchange; Note that a�public notice regarding your modification request, dated May 20, 2016, was published on August 31, 2016, for a 15 day comment period. Following evaluation of the information submitted in your modification request, and comments made during the agency Public Notice period, the U.S. Army Corps of Engineers, Wilmington District has determined that the requested impacts are appropriate and reasonable and not contrary to the public interest. Therefore, the permit is modified to include the requested additional stream impacts. This work must be constructed for Permit Sites 15, 25 and 26 as shown on drawings included in your modification request dated May 20, 2016 (revised 5/13/2016 Permit Drawing Sheets 1, 55, 56, 90, 91 and Permit Drawing Sheets 1-4, added 5/13/2016) copy attached. In addition, the following special condition regarding additional compensatory mitigation has been incorporated: y) In order to compensate for impacts associated with this permit modification, additional mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. All other conditions of the permit, including the permii expiration date of December 31, 2019, remain in effect as written. The R-0623 project now totals permanent impacts to 5,2981inear feet of jurisdictional stream channel, 1.23 acres of adjacent riparian wetlands, and 1.37 acres of jurisdictional open waters and, 2) the temporary placement of -3- fill material into 7351inear feet of jurisdictional stream channel for road construction/improvement activities. Should you have questions, contact Mr. Andrew Williams, Raleigh Regulatory Field Office at telephone (919) 554-4884, Extension 26 or Andrew.E. Williams2@usace. army.mil. Sincerely, s �� vin P. Landers Colonel, U.S. Army District Commander Attachments Copy Furnished with Attachments Mr. Rob Ridings North Carolina Deparhnent of Environmental Quality 1617 Mail Service Center Raleigh, North Carolina 27699 Mr. Art King DEO Highway Division 8 902 North Sandhills Blvd. Aberdeen, North Carolina 28315 Mr. Chris Rivenbark North Carolina Department of Transportation Division of Highways 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Copy Furnished without Attachments Mr. Pete B enj amin U.S. Fish and Wildlife Services Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 28516 � Ms. Cynthia Van Der Wiele U.S. Environmental Protection Agency Region 4 NEPA Program Office C/o USEPA-RTP 109 T.W. Alexander Drive . Mail Code: E143-08 Research Triangle Paxk, North Carolina 27709 Ms. Renee Gledhill-Early North Carolina Division of Cultural Resources NC State Historical Preservation Office 4617 Mail Service Center Raleigh, North Carolina 27699-4617 Ms. Amy Chapman Transportation Permitting Unit Division of Water Resources North Carolina Department of Environment and Natural Resources 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Mr. Travis Wilson North Carolina Wildlife Resources Commission 1142 I-85 Service Road Creedmoor, North Carolina 27522 0 . ; 5 �d � � ��y �� « ��- �� y � � w � � � � � w � z �� 0 �� w r�a v��nz �� rnw� wwm wwYr N �O O � � � V W O � � I � � See Sheet 1-A For Index of Sheets THIS PROJECT IS N7THIN THE MUINICIPAL BOUriDARY OF TROY SITE SA -7,2- .STA.2R+91.05 L.R_= SI7E 5B -n- DAlRY RD J (SR 1138) SITE 7 /AV" 5 5 �0 � � i SITE 3 � fo9P ?ND l�CBC 'Z'�'� G q � y �� e �4� �� ` � 0 Ir STA.122+33.46 +/- � l,t- �[tt.tnt�xrso = -LI- STA.I8+49.86 BEGI11i TIP PRO EC —LI— STA.17+00.00 -Ll- STA.15+50.00 BEGIIK C011�STRUCTION * TRAFFIC SIGNAL � �L � 1L 1L:J �ll' AW ��L `l.i��AW � ��A� �� M01�TGOMER Y CO U1�TY Action ID: SAW-2004-01203 Applicant: NCDOT Project Name: NC 24/27 Troy Bypass Mod. TIP R-0623 Page 1 of 9 LOCATl0111: 111C 2�27 TROY BYPASS FROM WEST OF SR 1138 (DAIRY ROAD) TO JUST EAST OF LITTLE RIVER TYPE OF WORI�: GRADI11iG, DRAINAGE, PAVIII�G, STRUCTURES SIGNALS A11iD SIG11iI11iG WETLAND AND SURFACE WATER IMPACTS PERMIT . p / SRE 19C rox SITE 19B SRE 79 SITE 19A . -L- POC 983+50B4 � BEG/N RCBC � SITE 17 ,� � SITE 16 � �S . � SITE 15 2 � �a�� SITE 24A L -� CAPELSIE RD x�ocnrrox SITE 24 (SR 1519) , NOTE: THIS PROJECT IS A PARTIAL CONTROLLED ACCESS PROIECT WITH ACCESS BEING LIMITED i0 POINTS AS SHOWN ON THE PLANS CLfiARII�'G ON THIS PROJECT SHALL B& PERFORMED TO THE LIMITS ESTABLISAED BY METHOD III -Y9- PAGE ST N (SR I332) C � Z�1 � A te ��--- _Yra HOLLY HlLLS DR (SR ISB6) � ST.4 338+09.13 +/- BEGIIK BRIDGE E11iD TIP Permit Drawing Sheet 1 of 91 Revised 5/13/2016 -YIO- :E71i RD 2 7324) �� i � fO 4�' `� � � �l�'C +� �� \ �� R-0623 PRELIMINARY PLANS 00 NOC V56 POR Wq511tUCilOIi Prep7red !n the Offhg oh ��ULICS ENGINEER DIVISI011i OF IiIGHWAYS GRAPHIC SCALES DESIG11i DATA PROJECT LE11iGTH ADT 2014 = 6610 - 12,641 DIVISI011i OF HIGHWAYS DE NORTy � i � � � Q ADT 2040 = 9300 - 18,200 � o 50 25 0 50 l000 Birch Ridge Dr., Ra[eigb NC, 276I0 4� �p DHV = 10 % zorz srnrmAxn srscrFrcarroxs tiQ' y PLANS D= 55 % LENGTti ROADWAY TIP PROJECT R-0623 = 6.576 MILES P� � 9 sicxnrur� � 50 25 0 50 l00 T— 77 %• RIGHT OF WAY DATE: G. E. BREW, P.E. .'"c o LENGTH STRUCTURES TIP PROJECT R-0623 = 0.131 MILES PROJEClFXGfNEER ROADWAY DESIGN r ,� V= 60 MPH JANUARY 30.2013 EIYGINEHR �'� Q PROFILE (HORIZONTAL) • TTST =12% DUAL 5% TOTAL LENGTH OF TIP PROJECT R-0623 = 6.649 MILES �F.y Qo� 7�� Q 10 20 FUNC710NAL CLASSIFICATION LHTTII�'G DATE: PRo�sc �nYF.s�rc,Uv �r�cr�ex T oF TRpNS RURAL ARTERIAL NOVEMBER 18. 2014 PROFILE (VERTICAL) REGIONAL TIER PROJECT sr�N� P� STAT6 OF NORTH CAROLINA z 0 � � � k�� S� P 22 gR�� 2P �` -YSREV-+00 �`NE SN�� Z �F 60 M�'�GN S�� \ \�\ , ` F EE CEfAII'2 �� `•••• � � \�:�ij� ��,..�' ,\ �1�� 1�, h�1��1� '� i� +ip�i \ �1�1� :�1•�� ' :•:•�. 1i ,...♦, ' ., � '. .♦♦♦ ' n� � 1� : � ♦ �`_"ai� `� �1��i � �1�� _ „1 1� .` .\ ��F• — _ . . _' ��L�� . _\� — � � . �\��, ■ �n1!'� � '_ :. ` �• � �'� �'�.:�. �.. � , �t�� .:i.n : �� _ -�� ,� � . /� � _ � � - r� ��`1 .....� ��1 s � � 1��Q��, 1 PLANTE� PMES U- - , „ �o � � � y gy1Q ��i W /11 �`` /7 ♦_i {"� + q��S�OC� �\ \ n,� •w ��" �'' � , "' l�Y+ GZ F s \ \\ � 9 00 � 7 � � � o � ISBKD � � � � i � � ' Q� \ �,� \ � � � � �� {:� / �o `\ y %� \ \ �� y L4T 6ASE DIiCH '°.n. � SEE DETAIL'22-5' 49 50 �oy i JOYCE HOWELL MCCALL\ MINNIE WOOD Waoos {;3 �ioy -} REVOCABLE TRUST �8 161PC 419 9 DB 691 PG 386 � oy m. PB F 6K 137-A /i',�/ `��' g \ 16� 0 � .fJ . po��30 � CL B P.IP —YBREV— � �6. PI Sto 32+7724 es �= IZ' 3B' OS� (LT) � BENSON MORRIS -YeRtv- + � D= 3' 49' 11.0' / 4 DB 283 PG 265 76.01' � L = 330.78' � T = I66A7' � ,� R = �500.00' ; � e = SEE PLAN � � � � � � / � � ; � � � / � � � � � � i � i Z � i u i �^o i �� i ' �w i � i �� NM � T19 N�LL � ��- 5" MONOLITHIC CONC. ISLAND _ � �� i �n*»w i a(n w FOR DRAINAGE DITCH DETAILS SEE SHEEfS 2D-1 THRU 2D-3 5/ .�Q� RICKY HARRIS DB 489 PG SW `�,Q PC D SLI�E 124D . DETAIL C FALSE SUh1P ( Nol lo Smle) . Median Di1ch _ y, I Z, �, .. a,n xlo.l ----.�— �o� ----{ GI -- 5 — em. 5-Ditch Slope 4 P.oposed Di�ch FROM STA. 252 t 75 Cl FP.OM -fOFEV- ST4. 30 t 60 ..i 't}L- �jy P.I^P.F,P AT EM 1{(A8ILIZATION �� SEE DE'AIL -6 L4T BASE DRCH SEE DETAIL 'G' DDE�176 C.Y. ��" E5T.97 SY � ' O C TREES .� '''' / . . /.' TREES __,-- _ -'_""""_ "sa�_---- --' -------- _'_ F �— HW 11i �-- F�—� � TREES IAU�50 CrJ z�i i� C1A55 'B' RIP RAP u E5T.1 TONS E5T.5 SY GF O N \ TOE PROTECTIO � \ SEE DETAIL F W/CL 'B' RIP RAP E5T.5� TONS � � . � \F ClASS 'B' RIP RAP \ .f6T�5AFF �%. ESf P' \ L4T &4SE DI7C11 � SEE DETAIL 22-7' \F E5T.16 CY DDE \ � � �\ PLANTEO \� �� PINES \ p � \\ \ \. � � .']IJ) TOE PFOT=CTION Tn� 7FOTECTIG`J rSEE DETnIL'f' ��E DETAIL �F' W Cl 'B' RIP PJ.7 �v/CL '8' RIP RP.P EST. 71 TONS 'ST. 7 NS E5T.52 SY GF E5T.16 GF E%iSIWG N/N _ 50/L __ "'_____'�_ �. '------' � FOR PROFILE OF LINE -L- SEE SHEETS 45 AND 46 �\ FOR PROFILE OF LINE -YBREV- SEE SHEET 57 FOR PROFILE OF LINE -RBD- SEE SHETT 58 �/ \f\ � \ �c� \ �f °��; \ \ oA+i 3 � � �'� � PLANTE� PWES �� -� , � ----------{�----- -------- --- � � 4 � 4 � i10 /�� v F \ � �t / &4CKFILL E�ISTIh'G�CHAN4EL � � r� F TREES - I �j O _ ExiSiv+� niv /c � 0 `1 J 2 � FI IF If � a I ,,,, STANDARD eA�E DITCH 15� SEE DETlJL T _o� �� I E5T.12 CY D�E I f E5T.15 TON CL'1' RIP P , EST.40 SY ¢F � \ RIPRP.P AT E�NKMENT I \'; SEE DETAIL l I fl �F CL455 'B' RIP RAP � � EST.1 TONS EST.S SY GF SITE ZS F I � I F/ I // �F „ __�� / 7LANTEO � , PINES ��\��, :,��; —L— � � PLANTE� PINES PROJECT REFERENCE NO. SHEET NO. R-0623 22 RNJ SHEET NO. :OADwAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT U58 F CONSTAUCTION INCOMPL TE F'LANS DO NOT USE FOR R/W ACpU15IT10N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ � � �` � i l a �B ` �\ t \�. /%��V� F �--- 1�_--�/ �\�4(�� :�a� �—�� -- � _� � � STANDARD BASE DITCH \ O SEE DETAII'Hti' \ Q EST.30 CY DDE � ESi.44 SY PSRA1 � \ � _ �ri �' N M ,• a r-N iG� 3P 55' 12.9' E � N � �z:: o � ,-- � �W .r �3 � 2 N o w w o Q Z w --- c --_ J N //F C --- C _—_ C _—�_—_ /�QQ ` _ F z� U C1A55 'B' RI7 R4P Q � ES . 11 5Y G cx�siwc ni� _ � TOE PROTKTION SEE DE7AIL'F' � w/CL '8' R1P RAP EST.15 TO^15 EST.]7 SY GF CL4S5 'B' P.IP fJ.P EST. 1 TONS ESi.S SY GF 5� -RPD-�79_49 RICKY HARRIS OB 489 PG 509 PL D SLI�E 129D —RPD— Pl Sta /2+76.78 � = 68' l5' 522' (LTJ D = 28' 38' S2.4' L = 238.29' T = 135.57' R = 200A0' � -tSL' Permit Drawing Sheet 55 of 91 Revised 5/13/2016 Action ID: SAW-2004-01203 Applicant: NCDOT Project Name: NC 24/27 Troy Bypass Mod. TIP R-0623 Page 2 of 9 %P' DENOTES IMPACTS IN � SURFACE WATER \ �� M ACTSSINE SURFACE WATER 100' 0' 100' 200' 300' GRAPHIC SCALE i PROJECT REFERENCE NO. SHEET NO. i m FOR PROFILE OF LINE -L- SEE SHEETS 45 � i � � FOR DRAINAGE DITCH DEfqILS AND 46 R-0623 22 i• � Zk DETAIL C � e FOR PROFILE OF LINE -YBREV- SEE SHEET 57 � � �� 2 . SEE SHEETS 2D-1 THRU 2D-3 \ w.v stieEr No. i � Fn�se sur.�r FOR PROFILE OF LINE -RBD- SEE SHETT 58 (Nolla Smle) ROADWAY DESIGN HYDRAU4C5 i �`I i Med'an Difch _ ENGINEER ENGINEER .� ,�$� ZP 9- �I=��- �/ � -YBREV-+00 ' \N� a�� Z ��F °o � 5! `s- ' --I rc \ f\ PRELoMIN RYsrP�ANS i � �` ' � � r�q RICKY HARRIS •• aone.b- �- zo• GI i �`GN �G� \\ � S.Dilch Siope 4 ProposedeDiich � v \ INCOMI�L TE PLANS � \ '\ % \� . ! 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' * � . � JOYCE HOWEIL McCALL ` ' .. � °2' \ �\ � .- p ` � '. ; : . � �,, � �''..� ��. . �'` I 0 = 68'!5� SZZ" (LT) ' �B� 161 PG 419 . .... y yv y. � 4 \ : I 1, 3„ _� � f. .\ .� F D= 28' 38' 52.4� � REVOCABLE TRUST ` � -� '� � � DB 691 PC 386 . -� , " �- .. /' ... m '\\�� . / � � / � PB F BK 13T-A -. -...'. . . � . + Rp�� ., a .. y, j � . ,: :' �-'� Hw -' � L = 238.23' � . .e,�o s ,• � , � . �� i ; ,\� � P�pNTEo T = 135.5I' � y� r „ \� 'f " � � ' z�e ' T Pwes . � � / R = 200A0' � s� \ '�A6�� S �' ? �C � �0 5 3 � s� a�xie � ,� ,; � r; _" � � �� `,� p2T'llll� �T1W111g -YBREV- � � " � Pi sto 32+nza ss ' �� i� � '` � ;- i 4 � Sheet 56 of 91 ' � _ /2' 38' 05.9' (LTJ e�son MORRis -��> ,. ' � ` � ' / . � � ,,.� . . ' D = 3' 45 /l.0' � Y'R _ .'� \ � � ' � � � Revised 5/ 13/2016 i q �. �8 283 PC 265 , "� 76.01 . .,- . /- . L = 330.78' / ' Q � ' ` � � � � � \. ' � � T = 166.07' � �' � I » R = I�OO.DO� ... PASTIIRE._� \ �� \��_ '.. \ " \`..� •t\ �', Q"', PDi / DI �.. F .. � � � � : � {:') . \ ` ':... ♦ \ I � e = SEE PLANS < �., , � _ �w , � , , ; ' ., 'Y ! • , , .�� Action ID: SAW-2004-01203 Applicant: NCDOT ' A / � .\ .,, , ., , � , '\ ; � �. ':, � � � � f� `� � ' , m° ��`--q� Project Name: NC 24/27 Troy Bypass Mod. TIP R-0623 � � / _ . "p_ � � . � ; P:�o�E so,� e �R�'� - ,� - � . k Pa e 3 of 9 t � \ • � ; � \ � ` , � _- � 3`L g � / � � � � � ` � ;" `7 �p,' � � � i y� PoND �. \ `- S � DENOTE$ IMPACTS IN � v � \ - \ ', \ , � " �� Q SURFACE WATER i �o " ' �� \� � .o�y ' y `.( �.�-� DENOTES TEMPORARY �� \ �'� � TO� �\ TFCTIOY -`� yF�,Fo � � / �GY \ � IMPACTS IN SURFACE WATER �» � SE[ D l2Z�t \\ � `v �� W/E�,'B' AAP � ,�� ...� EST. J0.J0 ,5 fp9� �`��C � 100' 0' IQO' 20�� 3�0� i N� \ .. ' E5T.�4 SY �F ��. �♦� C V ' �� 5" MONOLITHIC CONC. ISLAND _ � �,,p�'�G`` � � w�«� Cl" GRAPHIC SCALE � , �� =----------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------ Action Ii�: SE1W-2004-01203_ A.pplicant: 1�CD0'T Project IiTaane: NC 24/27.'I'xoy �ypass 10�[od. TIP R-0623 Pa�e 4 of SITE 25 Permit Drawing Sheet 1 of 4 Added 5/13/2016 0 � � m d r i :� z U Wp CV�;S B' GIP o�..P esr. t ror�s EST. 5 Si GF /� SiANDARD BASE DITCH 3 SEE DEiAIL 22�2' E5T.17 CY D�E STANDARD 8lSE DI'CH EST.15 TONS Cl'I' RIP RAP SEE DETAIL'32�2' cST.20 SY GF EST.7 CY DDE �EST.10 TONS Cl'I'?.I� �A7 EST. 14 SY GF PLANiEO PINES � i � � �� ^ RRD ...%��,, `" �� :.�,�•s: � ... � �'a��` �� — —'— — � � � -GE i'rJItC110N '�F �F�tIL 2:�1 .�, �.:L'3' RIP RAP F�� - � ;L 5 SY GF ' �� \ ~�� \ �� i �IRECTIONAL ONLY '� ENO OF PIPE N/G PQNO . c � �_ �� T'V'DIiCH iC `.[E DEiAIL'2i�-3' � END C/A R0623-4 (GPS) -BYB- POT 15+96.14 PASTURE C -5" MONOLITHIC CONC. ISLAND �DENOTES IMPACTS IN SURFACE WA7ER �DENOTES TEMPORARY IMPACTS IN SURFACE wATER 100' 0' IOD' 200' 300' � � � � 1 � GRAPHIC SCALE 51 RICKY HARRIS PLanrEo DB 489 PG 509 aiNES PC D SLIDE 124D tii j' CL4SS 'B' RIP F.AP EST.3 TONS ' RAP EST.71 SY GF SPECIAL CUT �5 BASE DRCH GF � SEE DETAII '228-5' � � 0 ��f�i�wl'tTT�- �� SR ISSi Tf�/�µ — — � 4"�i.✓Z: - _ — q�R RO ��r�' �� -YBREV - 1 � rcw � �.�,� JITCH 48' ND IL _ _ � — �—. — ��- _---- R {�—� � _ _-- - '= `R a a a � 86 BENSON MORRIS D8 297 PG 265 -i urrtv - Pl Sta 32f7724 Pl Sto 37+05.21 Pl Sta 39+/5.44 �_ l2' 38' 05.9' (LTl 0= 3' 29' 37.0' (RTl p= l2' S8' 93S (RT) o=.� aq ii.a o= 2� oa oo.a o= r oa oo.o� L= 330.78' L= 174.68' L= 185.41' T= 166.07' T= 87.3/' T= 93J0' R= 1,500.00' R= 2.864.79' R= 8/8Sl' e= SEE PLANS e= SEE PLtWS e= EXIST/NG SPECU.L CUT f\ flASE DITCH tJ $EE DETAIL '2:3-5' PaSTURE FOR DRAINAGE DITCH DETAILS SEE SHEETS 2D-1 THRU 2D-3 � o� � � a z Tp ��R �s5B,9p e PROIECT REFERENCE NO. SHEE7 NO. R-0623 22g fLW SHEET NO. ,OADwAY DESIGN HYDR4ULIC5 ENGINEER ENGINEER INCOMPLE E PLANS DO !�OT U56 F00. /W wC0l:I5IT�OV PRELIMIN RY PLANS DO �'OT ti5E FO CO�'STRUGT]ON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR PROFILE OF -YBREV- SEE SHEET 57 FOR PROFILE OF -DR22B- SEE SHEET 58 Perniit Drawing Sheet 2 of 4 Added 5/13/2016 DETAIL 228-1 DETAIL 22�2 TOE PROTECTION STANDARO BASE DITCH {Naa SmW IN��e S.d.J e�` i��d d � D 1` �wnd ��owd D 1`f� �� d f»aur4 S Min. 0.1 F. Mw d-I H. �-1 FI. Cwo��nd� l-7-5 H. 'rve dlinar-R � Rip-RaP T ollln��-CL 1RI Ra r.�:�_:M -YBREV- STA 31 r80 70 STA.77+30 RT -YBREV- STA 34+04+/- LT -RP0. STA 11+16+/- RT DETAIL 226-3 DETAIL 22B-4 DETAIL 226-5 UTERAL'Y DRCH SPKIAL CUT BASE �ITCH SPECIAL CUi B.45E DITCN ��.y� p y�y�� Nq lo kole) � Nei �e Swlr� _ 1 � " .� , ,, ,�� b , d ,.�. c.or � �•.F. �w 1�� D �Fw� Sbq u D fw,•' �`% o� D Min ��1 H. 8 Min. D�1 F. u Wn.O-1 H. 6-3 R. Maa. d�l Ft. !.7 H. B-Y F. FnC�M -YBRE�'-STA.33t37 TO STA.34t75 RT FROM -YBREv-STA76+50 TO S�A78-`�7 �� -.,! �',�er- !'SRM FP.OM -YB°E'/- STA_ 76 � 00 TO STA. �5 r_] _( _—__.. . —.— _.. . _ _ _ i� � :;FE�/- �. ��r:J iJ TA.3.,+;0 ii Action ID: SAW-2004-01203 Applicant: NCDOT Project Name: NC 24/27 Troy Bypass Mod. TIP R-0623 Page 5 of 9 Z O � w � � Z � O� � N M Q � F�— � N I N 1 � W i- i N W ZN J CL455 B' PJP FGP EST 1 �ONS EST.S SY GF sran:o�.00 ense oircn ;�SEE CETAIL'22�2' ��. E5T.12 CY DDE STANDARD BASE DIiC!i " ��_E.iTJS.-ZQN�..CL'1' RIP RAP SEE DETAII'2]9-]' �� -.._EST,-20`SW6F.-._.__._._ . EST.7 CY DDE __ _; �_-.«___.:..._ ..._...._..._.._._.� _EST.lO70NSCl'I'>ip;�� ., -..' F5T.�1� SYGi - 2 PLANTED " � PINES �� ._ - .. � � ' ./ � _ , TREE$ ° � ' SITE 26 . ��' �� C,.� �� ' ��(�' \+ 1�fJ� � ' �i-\ iftEES l�, : I � .n. ��'�-✓ "1 \ L'/ � ,,,�� / ��,� � �- �� s _ — —�— — . � —, � � aEMove = oo � " � oc � _ AL / � < OCK LUM � �� r�-�,-11"�� . ' � . � � ��. � a t E°P.UTtC77611 � � �� LcTl.l V( I Ci1. � F' � opi �\ �9 � CE7a1L 2�8-{ . . . �V�( m �' LL �3 RIP RA} .,�. g�� '� I .- E� lI_ SY �F �%% . � .. .. %� \�.. ENO C/A � �// R0623-4 fGPS1 ' P ar+¢eTar+��.on[t�� _gY8- POT 15+96.14 P^sruae , .-.. END OF P4E X/� . �.... -.. . , , .. _`..\ �':\ _' ,. �..:. _ - _ . . . . _ . _.._PCN'0 �. �I /� � �DR22B- +46 00 lq' - 5" MONOLITHIC CONC. ISLAND �DENOTES IMPACTS IN SURfACE wATER �DENOTES TEMPORP,RY IMPACTS IN SURFACE wATER 100' 0' 100' 200' 300' GRAPHIC SCALE � 5/ RICKY HARRIS OB 989 PG 509 rc o suoE izao FOR DRAINAGE DITCH DETAILS SEE SHEETS 2D-1 THRU 2D-3 �� // . �� J 5�3'FI�Fr.? .. .��. � � EST 3 TG� 5 P P.}P, . ESi il $Y GF �CIAL CUT ' � i 1� NS' 'g�SE DITCM . � . . �. . � SY GF ; .�SEE DETAIf� 239-5` � .. . , . ,- � . / / ;% .:.-- ' .. _ .. - . . . > ` i � � ....Y. ' ' _ .. // . _ _ ! � i - . END C/A . � � ' , � � .� ��r � � �� _�� . . � i __ .., , .. . . — � � � . . �`�� I SH /551� TFNN-r� a.. —' — � ,�� o, � � a z '' i " �� -YBREV - � � � �� . � - . enac-crrr — — � �� ,qg ��M�� .��. --. an*FnixH�.� �- .. �e xo a �. �� __ \ — — _' - ' � � �. HH� ' 3 — ._ � - � � . \�.ze . , c� c� -- R.� � .� C _ c R....� .- �\TS %J^'C��R` \ ° ° , S��F F , '� . � � � � YBREV-��+ 0 � � W SO' . �, .�' �.,.� \• , /�. a �,� � � i69 '\ � % SPECfAL CC�T '. !\ � - // � �'/.SE Dlicy W �. � �\ ` \ � � �``S:.' ( SEE DETAIL�'228i5' � \ � ' � � � � � � ;� ' . � > � -DR22B- 41 n! '" ... . � \ 78 . � % ' _ P�STURE . _ ��.� � � \ \ -. ' - � . .- . � - � - , , ' � I � -� ; �. -., � :.. .- _. �_ . � � _ . _ � - - - ..- � ' _ .ro � � ; 25'tD - f . ... - _ ' . . . 86 DETAIL 22�7 TOE PROTECTION BENSON MORRIS ��b� DB 283 PG 265 d�°��, .,�o� d b 1�F'l�� d C .1 F. `_ - 2 FI. C»o�.ei� e o� i:,«-a � uo-noe i Y.l'�M -YBREV- STA. 31+80 TO STA 31+30 Ri —YBREV — PI Sta 32+7724 Pl Sta 37f05.2/ Pl Sta 39fl5.44 �_/2' 38' 05.9' ILTI �= 3' 29' 37.(7 (RT) �_/2' 58' 43.5 IRTJ D= 3' 49' 11.0' o= 2� oa oo.o� o= T oa oa.a� L= 330.78' L= 174.68' L= 185.4/' T= 166.07' T= 87.37' T= 93J0' R= 1,500.00' R= 2.864.79' R= 8/85/' e= SEE PLANS e= SEE PIANS e= EXISTING DETAIL 22�2 STANDARD eASE DITCH � Hw �e 5<oW � p 1� �o�M Wa�.�� S AVn.O-i Ff. Mw.d�l F. B-7-S H. T or u�..-ct i u Ra -YBRE`�- S7A 3a�0�+/- LT -RPD- STAll+lb+/- RT PP,OIECT REFERENCE NO. SHEET NO. R-0623 226 RN! SHEET NO. OADWAY DESIGN HYDRAULICS ENGINEER ENGWEER INCOMPLE E PLANS ]l0 }�OT U58 FOR /W ACOtiISITION PRELIMIN RY PLANS uo vor �se t'o rn�srtt�cno� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED FOR PROFILE OF -YBREV- SEE SHEET 57 FOR PROFILE OF -DR22B- SEE SHEET 56 Permit Drawing Sheet 3 of 4 Added 5/13/2016 DETAIL 22�3 DETAIL 226-4 DETAIL 22B-5 UTERPl'v' ORCH SPECIAL CUT BASE DITCH SPECWL C11� BASE OITCH ,w�asmw �Ho�m kob, ,No��, ud.� 1 — " :;, ' .o�, ,.,.. ?/ � d°� oncn Noti�d � d c,o�� p r,F. �w � Fw sep. o fw�� u�c. Min. D-1 H. B �n. D-1 F. S AYn. D-1 F1. 6-S R. MoA. d�l fl. !.I FI. 8�3 H. FFGM -YBftF�-STA.37r77 TO STA.34r75 RT FROM -YBREv-STA.J6+50 TO STA38-50 ��:7 T;-e ofti�e�- PSc1.1 FRO!.1 -vBPEV- STA. 36+00 TO StA.36+�0 LT F�G/.1 -Y8F['!-S7A_35�7D TO STA'_6�i0 F� Action ID: SAW-2004-01203 Applicant: NCDOT Project Name: NC 24/27 Troy Bypass Mod. TIP R-0623 Page 6 of 9 SITE 26 Aetion ID: SAi�ii-2004-01203 Applieant: NCDOT Project Name: 1VC 24/27'Troy Bypass Mod. TIP IZ-0623 Page 7 of 9 Permit Drawing Sheet 4 of 4 Added 5/13/2016 Action ID: SAW-2004-01203 Applicant: NCDOT Project Name: 1VC 24/27 Troy Sypass Mod. TIP R-0623 Page 8 of 9 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an 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 iri Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L2 26+14 to 28+48 Roadway Fill 0.13 0.02 0.01 <0.01 136 16 Bank Stabilization <0.01 11 2 L 30+39 to 30+81 Rt 15" <0.01 <0.01 <0.01 <0.01 39 34 3 L 53+20 to 55+42 2@8'x6' RCBC 0.02 0.02 0.03 <0.01 294 24 4 L 70+83 to 73+70 60" RCP IV 0.02 0.06 0.02 <0.01 271 73 5 L 75+30 to 84+50 2@10'x7' RCBC � 0.05 <0.01 295 17 Bank Stabilization 0.01 62 5A Roadwa Fill 0.04 0.02 500 5B Roadwa Fill 0.01 5C Pond 0.02 0.02 0.34 6 L 120+g5 to 121+g0 Lt Roadwa Fill 0.08 7 L 122+87 to 123+78 Bank Stabilization <0.01 43 7A L 124+42 Lt Bank Stabilization <0.01 16 76 L 124+91 to 128+04 Roadway Fill 0.16 O.D2 <0.01 355 72 8 L 131+38 to 132+�0 Lt Roadwa Fill <0.01 <0.01 <0.01 10 9 L 137+g7 to 138+55 Roadwa Fill 0.03 10 L 150+48 to Y6 11+00 Rt Roadway Fill 0.14 <0.01 0.13 11 L 187+35 to 188+66 1 10'x6' RCBC 0.03 0.01 319 56 Bank Stabilization <0.01 47 11A L 187+80 to 187+gg Roadway Fill 0.01 0.01 105 21 Bank Stabilization <0.01 6 12 L 203+49 to 206+55 2@12'x8' RCBC 0.10 0.01 499 38 13 L 228+85 to 229+g8 Roadway Fill 0.05 0.04 14 L 241+68 to 242+88 54" RCP IV 0.02 0.01 229 60 Bank Stabilization <0.01 12 15 L 250+61 to 251+7� 66" RCP-IV 0.02 <0.01 370 31 Bank Stabilization <0.01 51 TOTALS: 0.68 0.04 0.27 0.68 0.08 3660 452 Stream Bank Stablization Sites 1-15 = 248 feet Revised 3/31/05 Permit Drawing Sheet 90 of 91 Revised 5/13/2016 Action ID: SAW-2004-01203 Applicant: NCDOT Project Name: NC 24/27 Troy Bypass Mod. TIP R-0623 Page 9 of 9 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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) 16 L 262+36 to 264+32 30" RCP-III 0.14 0.09 17 L 264+70 to 265+86 54" RCP-III 0.10 0.01 0.03 0.01 <0.01 280 57 Bank Stabilization <0.01 21 18 L269+62 to 272+04 42" RCP-III 0.11 <0.01 0.02 0.01 <0.01 297 44 Bank Stabilization <0.01 22 19 L 282+75 to 283+36 Roadway Fill 0.04 19A L 282+68 to 283+49 Roadway Fill 0.01 0.02 19B L 283+33 to 283+47 2@11'x7' RCBC <0.01 17 19C L 283+47 to 284+20 2@11'x7' RCBC 0.05 340 Bank Stabilization <0.01 9 20 L 316+gg to 317+88 Roadway Fill 0.05 21 L 338+46 to 340+55 Bank Stabilization 0.01 75 Causeways 0.08 112 22 L 350+09 to 352+49 Lt Pond 0.55 23 L 362+75 to 364+14 Rt Pond 0.48 24 Y7 15+26 to 15+49 Lt Roadway Fill <0.01 <0.01 24A Y7 15+63 to 16+31 48" RCP 0.04 0.02 0.01 <0.01 240 18 Bank Stabilization <0.01 10 25 RPD 11+14 to 11+73 72�� RCP-IV 0.02 <0.01 270 28 26 YBREV 33+36 to 34+�3 54" RCP-IV 0.01 <0.01 66 7 Bank Stabilization <0.01 8 SHEET TOTALS (SITES 16-24A): 0.49 0.02 0.11 1.14 0.10 1638 283 SHEET TOTALS (SITES 1-15): 0.68 0.04 0.27 0.68 0.08 3660 452 TOTALS: 1.17 0.06 0.39 1.82 0.17 5298 735 Stream Bank Stablization Sites 16-26 = 145 feet Permit Drawing Sheet 91 of 91 Revised 5/13/2016