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Home My WebLink About20160316 Ver 1_Application_20160330Carpenter,Kristi From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Eric and Rob, Murray, Christopher A Wednesday, March 30, 2016 2:42 PM Alsmeyer, Eric C SAW; Ridings, Rob Carpenter,Kristi NCDOT Division 5 permit application for replacement of Bridge No. 900052 over in Weaver Creek on SR 1518 (Stewart Farm Road) in Vance County; TIP/WBS: 17BP.5.R.63 Bridge 900052 Stream and Wetland Permit Package.pdf; Bridge 900052 Riparian Buffer Permit Package.pdf; Bridge 900052 mitigation acceptance letter.pdf; Bridge 900052 Signed and scannned PCN FINAL.pdf Follow up Completed NCDOT Division 5 proposes to replace Bridge No. 900052 over in Weaver Creek on SR 1518 (Stewart Farm Road) in Vance County. Note that this is part of the State Funded Year 5 bridge program. The existing bridge is being replaced with an aluminum box culvert. The following information is attached as part of this permit application: -Signed and scanned copy of PCN form -In-lieu fee mitigation acceptance letter -Stream/Wetland Permit Drawing Package -Riparian Buffer Permit Drawing Package Please contact me if you need additional information. Thanks, Chris Murray Christopher A. Murray, PWS Division Environmental Supervisor Division 5 (919) 220-4633 office cmurray@ncdot.gov NCDOT-Division 5 2612 N. Duke Street Courier: 17-27-03 Durham, NC 27704 � i +i �IM � � 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. Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification {PCN) Form A. Applicant Irrformation 1. Processing 1 a. Type(s) of appror+al soughi fram the Corps: � 5ection 404 Permit ❑ Section 10 Permit 9 b. Specify Nationwide Permit {NWP) number: 14 or General Permit (GP} number: 1 c. Has the NWP or GP number been verifled by the Corps? 0 Yes ❑ No 9 d. Type(s) of appravai sought from the DWQ (check all that apply): � 401 Water Quality Certifica#ian — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express OX Riparian Buffer Authorization 1 e. Is this notification solely for the record For the reoord only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigatian bank � Yes ❑ No or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑X No befow. 9 h. Is the project located within a NC bCM Area of En�ironmental Concern (AEC)? ❑ Yes 0 No 2. Project Information 2a. Name of project: Replacement of Bridge 900052 on SR 1518 (Stewart Farm Rd.) o�er Wea�er Creek 2b. County:� Vance County 2c. Nearest municipality 1 town: Cokesbury 2d. Subdi�ision name: 2e. NCDOT only, T.I.P. or state project no: W8S Nurnber: 17BP.5.R.63 3. Owner lnformation 3a. Name(s) on Recorded Deed: NCDQT 3b. Deed Book a�d Page No. 3c. Responsible Party (for LLC if Mr. J,R. Hopkins, P.E. applicable): 3d. Street address: 2612 N. Duke Stre�t 3e. City, state, zip: Durham, NC 27704 3f. Telephone no.: (919) 220-4600 3g. Fax no.: (9� 9) 56D-3379 3h. Email address: Email questions or comments to: Chris Murray at: cmurray@ncdot.gov Page 9 of 10 PCN Form — Version 1,4 January 2009 4. Applicant information [if difFerent from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name {if applicable}: 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgentlConsultant lnforma#ion [if applicable) 5a. Name: 5b. Business name (if applicable): 5c. 5treet address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel Ib}: N/A 1 b. Site coordinates (in decimal degrees}: Latitude: 36.328462 Longitude: -78.317036 1 c. Properiy size: 1.5 acres 2, Surface Waters 2a. Name of nearest body of water to proposed project: Wea�er Creek 2b. Water Quality Ciassification of nearest recei�ing water: C; NSW 2c. River basin: Tar-Pamlico 3. Project Description 3a. Describe the existing canditions on the site and the general land use in the vicinity of the project at the time of this application: Land use i� the vicinity is generally mixed comprised of woods, scattered residential houses and agricultural use. The project is an existing two lane road wiih shoulder sections. 3b. List the total estimated acreage of all existing wetlands on the properly: 1.5 3c. List the total estimaked linear feet of all existing streams {intermittent and perennial} on the property: 130 3d. Explain the purpose of the proposed project: Replace two-lane bridge and roadway a aluminum box culvert. The bridge is structurally deficient 3e. Describe the overall project in detail, including the type of equipment to be used: Equipment includes crane, badchoe, dump trudc, bobcat, etc. 4. Jurisdictional Determinations 4a. Have jurisdictional wetla�d or stream determinations by the 0 Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property 1 ro'ect includin all rior hases in the ast? CommentS: gite visiton 7130115 w/COE personnel. 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary X❑ Final 4c. If yes, wha deiineated the jurisdictional areas? AgencylConsultant Company: Ecofo9icai Engineering Name (if known): �avid Cooper OtFier: 4cl. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. On-site JD on 7I30/15 with USACE and NCDENR-DWR. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes ❑X No this project (including all prior phases) in the past? ❑ Unknown 5b. If yes, explain in detail according to °help file° instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes OX iVo 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts I�ventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply}: ❑X We#la�ds ❑X 5trearns — tributaries �X Buffers ❑ Open Waters ❑ Pond Construction 2.. Wetland Impacts If there are wetland impacts proposed on the site, ihen complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type af impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, ather) (acres) Tem ora T W1 p Exca�ationlMech. Clearing Riverine Swamp Forest Yes Corps O.b9 �J2 T Fill Ri�erine Swamp Forest Yes Corps D.01 1/113 - Choose one Choase ane YeslNo - W4 - Choose one Choose one YeslNo - W5 - Choose one Choose one YesMo - W$ - Choose one Choose one YeslNo - 2g. Total Wetland Impacts: U.1 2h. Comments: All impacts are restricted to Wetiand 5ite 1. 3. Stream Im�acts If khere are perennial or intermittent stream impacts (inciuding temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. 5tream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream, length Permanent (P) or width {linear Temporary {T) (feet) feet} $� P Cul�ert Wea�er Creek PER Corps 30 54 S2 P Stabilization Wea�er Greek PER Corps 3Q 64 S3 T Dewatering (concurrent) Weaver Creek PER Corps 3Q 71 S4 - Choose one - - S5 - Choose one _ - Sg - Choose one - - 3h, Total stream and tributary impacts 118 3R. Comments: All impacts are restricted to Stream Site i. iVote that the culvert length is 54 linear feet of permanent impact. Rip rap bank stabilization is fi4 linear feet of permanent impact. Temporary dewatering is 71 linear feet that is wncurrent within the permanent stream impact. Page 4 af 1 Q PCEN Form — Version 1.4 .ianuary 2009 4. Open Water Impacts If there are proposed impacts to lakes, pands, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora i 01 - Choose one Choose Q2 - Choose one Choose 03 - Choose one Choose Q4 - Choose ane Choose 4f. Tatal open water impacts 4g. Camments: ese pon impa are is as ermi i e. 5. Pond or Lake Construction If ond or lake construction ra osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavat�d Flooded Filled Exca�ated p'� Choose one P2 Choose one 5f. Total: 5g. Comments: � 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: 5i. Expected pond surface area {acres): 5j. 5ize of pond watershed (acres): 5k. Method of construction: 6. BufFer Impacts (for DWQJ If project will impact a protected riparian buffer, then complete the chart below. If yes, then indi�idually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Sectian D of this form. 6a. Project is in which protected basin? ❑ Neuse Xj] Tar-Pamlico � Catawba � Randleman ❑ �ther: 6b. 6c. 6d. 6e. 6f. Bg. Buffer Impact Reason for impact 5tream name Buffer Zone 1 Zone 2 number— mitigation impact impact Permanent (P) or required? (square (square Tem ora T feet feet g1 P Roadway Weaver Creek No 4,383 2,818 B2 - Yes1No B3 - Y�slNo 64 - YeslNo B� - YeslNo B6 - YeslNa 6h. Total BufFer Impacts: 4,383 2,8�8 6i. Comments: Page 5 of 9 0 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimiie the proposed impacts in designing project. The bridge is being replaced with a single barral Aluminum Box Cul�ert (ABC). The single barrel provides the sarne width as the existing br+dge and spans the low flow channel without reducing the stream width. Tha proposed culvert provides more effective hyclraulio opening than the existing bridge and will be replaoed in-place. The cul�ert will be buried to maintain stream bedform and there will be no excavation in non-permitted jurisdictional areas. Promotion of sheet flow and infiltration over riplrap bank stabilization or grassed su►faoes is proposed. 1 b. 5pecifically describe measures taken to avoid or minimize the proposed impacts through constructian techniques. Best Management Practices for Protection of SurFace Waters and for Bridge Demolition and Remaval will be implemented during the oonstruction phase. The site will be dewatered and pumped inko an appropriate stilling basin or special stilling 6asin(s) for installaGon of the Aluminum Box Cul�ert. Only the minimum amounts of filll in stream or wetland will occur during construcqon. 2. Corrt ensato Miti ation for Im acts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑X Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by {check ail that apply): ❑ DWQ ❑X Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this p�p�� ❑x Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Com lete if Usin a Miti ation Bank 3a. Name af Mitigation Bank: Type: Chaose one Q�antity: 3b. Credits Purchased (attach receipt and ietter) Type: Choose one Quantity: Type: Choose one Quantiry: 3c. Comments: 4, Com lete if Makin a Pa ment to In-lieu Fee Pro rarrr 4a. Appro�al letter from in-lieu fee program is attached. 0 Yes 4b. Stream mitigation requested: 54 linear feet 4c. If using stream mitigation, stream temperature: warm 4d. Buffer miiigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0.09 acres 4f. Non-ripariar� wetland mitigation requested: acres 4g. Coastal (fidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. !f using a permittee responsible mitigation plan, provide a description of the praposed mitigation plan. Page B of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules] — required by DWQ 6a. Will the project result in an impact within a protected riparian bufFer that requires Yes X No buffer mitigation? � � 6b. If yes, tF�en identify the square feet of impact ta each zone of the riparian buf#er that requires mitigation. Calculat� the amount of mitigation required. 6c. 6d. 6e. Zone Reason far irnpact Total impact Multiplier Required mitigation (square feet} (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. if buffer mitigation is required, discuss what type of mikigation is proposed (e.g., payment to pri�ate mitigation bank, permittee responsible riparian buffer restaration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan {required by DWQ) 1. Diffuse Flow Plan ia. Does the project include or is it adjacent to protected riparian buffers identifisd � Yes ❑ No within ane of the NC Ri arian Buffer Protection Rules? 1 b. If yes, ther� is a diffuse flow pfan inciuded? If no, explain why. ❑X Yes ❑ N o 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of #his project? 20 0�0 2b. boes this ro ect re uire a 5tormwater Mana ement Plan? ❑x Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then pro�ide a brief, narrative description of the plan: See stormwater management plan attached as part of permit drawing padcage. 2e. Who will be responsible for the review of ihe Stormwater Management Plan? NCDENR-aWR 3. Certified Local Government Stormwater Review 3a. In which local overnment's �urisdiction is this ro ect? ❑ Phase II 3b. Which of the fallowing locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP � Water Supply Watershed Q Other: NCbOT delegated 3c. Has the approved Stormwater Management Plan with proof of apAro�al been ❑Yes ❑ No attached? 4. DWQ Stormwa#er Pro ram Re�iew �Coastal counties ❑HQW 4a. Which of the following state-implemented stormwater management programs apply �ORW {check all that apply): ❑5ession Law 2006-246 ❑ Other: 4b. Has the appro�ed Stormwater Management Plan with proof of approval been � Yes ❑ No aftached? 5. DWQ 407 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ fVo 5b. Ha�e all vf the 401 Unit submittal requirements been met? � Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Suppfementary Informatian 7. Enr►ironmental Documentation (DWQ Requirement) 1 a. Does the project in�olve an axpenditure of public (federallstatellocal) funds or the 0 Yes ❑ No use of public (federallstate) land? � 1 b. If you answered "yes" to the above, does the project require preparation of an environmer�tal document pursuank to the requirements of the National or State ❑X Yes ❑ No (North Carolina) Environmentaf Policy Act (NEPAISEPA)? 1 c. I# you answered "yes" to the above, has the document review been finalized by the State Clearing H.ouse? (If so, attach a capy of the NEPA or SEPA final approval letter. ) , ❑ Yes ❑X N o Comments: 2. Violations (DWQ Requirernent) � 2a. Is the sike in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Weiland Rules (15A NCAC 2H .13Q0), DWQ Surface Water or Wetland 5tandards, ❑Yes �X No or Riparian Buffer Rules (15A NCAC 2B .0200}? 2b. Is this an after-the-fact permit application? ❑Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, pro�ide an explanation of the �iola#ion(s): 3. Cumulati�e Impacts (DWQ Requirement) 3a. Will this project (based on past a�d reasonably anticipated future impacts) result in �Yes � No additional development, which could impact nearby downstream water quafity? 3b. If you answered "yes" to the abo�e, submit a qualitati�e or quantitati�e cumulati�e impact analysis in accordance with the most recent DWQ policy. If yau answered "no," provide a short narrati�e description, 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and dispositior� (non-discharge or discharge) of wastewater generated from the proQosed project, or a�ailable capacity of the subject facility. The project will not generate wastewater. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Qesignated Critical Habitat (Corps RequirementJ 5a. Will this project occur in or near an area with federally protected species or Yes X No habitat? � � 5b. Ha�e you checked with the USFWS concerning Endangered Species Act X� Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field 4fFice you ha�e contacted. Raleigh 5d. What data sources did you use to determine whether your site wauld impact Endangered Species or besignated Critical Habitat? � The USFWS has concurred with a Biological Conclusion of May Affect; IVot Likely to Ad�ersely Affect for the fVorthern long-eared bai. The dwarf wedgemussel has a biological conclusion of No Effect. 6. Essential Fish Habitat {Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes 0 No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFWS Databaase 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments ha�e designated as having hiskoric or cultural preservation � Yes X❑ No status (e.g., National Histaric 7rust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine wi�ether your site would impact historic or archeological resources? A Historic Architeclure and Landscape Review was perForme�l. Report dated 4/25/2015 and an Archaeological Survey was perFormec� Report dated 4/1012015. An examination of NRFEP, SL, LD, UE & SS properties employing resources available on NG5HP0 website. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑X No Sb. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA Maps/NC Floodplain IVlapping Program Christopher Murray 02-04-2016 Applicantl,�gent's Printed Name A cant/,�qent's Si ature Date (AgenYs signature is valid only i an autho ''on letter from the a lipnt is ed. Page 10 of 10 � � N M O O W A • � � V � � 0 V See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventionol Symbols �� ]T�:I�y�I�1I�`J.`� �1F �[I :[��,�[I `�`Y`��. �� vA�cE cov�TY LOCAT7011L• BRIDGE 1V0.52 OVER WEAVER CREEK 0111 SR 1518 (STEWART FARM RD.) TYPE OF WORK: GRADI11lG, DRAl11lAGE, PAVING, A11tD CULVERT BEGIN STATE PROJECT /7BP5R.63 —L— POT STA 11t50.00 � ro HENDERSON CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. BU FFER IMPACTS PERMIT i � � � � � � �� BEGIN CULVERT ; � � � � � � � � � � � � � � —L— POT STA 14+8750 � � � �� * * � � �! � � � �� P � � ��P�F' i � � � � 1� \ � � 'y � � � � / �� i� � i � / ' � � � � � 'Y �^ � i' 'l� `1� / — \ � � ,w�e\ � /�� \ \ i � � �� r � � � / � � �^<e� f� � * � � � �� I � � I � � � � �� ' � � � � � � � � � � � � � � EN9 Ct/L� i� � � i � � � * * * �— *P87� � � � � * � � � � �i � � A � � � � � , m��0 � � � � � �_ ,_ y , BUFFER DRAWING SHEET OF C� END STATE PROJECT l7BP.5.R.63 —L— POT STA 18+00.00 ro SR l5/5 DOGUMENT NOT GONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH rreparea an :ae o�ices of� HyDRAULICS ENGINEER 50 25 0 50 700 LENGTH ROADWAY STATE PROJECT 176P.5.R.63 = 0.116 mi. � T��'`°��J�R R I `'. ''" �� V= 50�MPH LENGTH STRUCTURES STATE PROJECT 17BP.5.R.63 = 0.007 mi. ��y=w��=� °��.KT�s»�� EN�IN�EE�R NG �� `�� PLANS TOTAL LENGTH STATE PROJECT 176P.5.R.63 = 0.123 mi. zor2 sra.voanD srEcrFrcnrroNs yt :ID �� CLASS = MINOR COLLECTOR RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: u,�a � 50 25 0 50 100 � � SUBREGIONAL TIER NOVEMBER 20, 2015 reo�Ecr Exc.NEEa �, � ROADWAY DESIGN RlGHT OF WAY ENGINEER �� ,�� PROFILE (HORIZONTAL) MICHAEL BURNS, EI .�� . COMPLETE: PROJECT DES7GN ENGINEER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI PROFILE (VERTICAL) NcooT coxracr PE SIGNAT[7RE: SITE I SITE 3 � SITE 2 SPECIAL CUT DITCH SEE DETAIL 1 CLA55 B RIP CLA55 B RIP RAP 5' x 10' TIE PROPOSED DITCH EST 130 TON EST 2 TONS TO W-5515 EST 395 SY GEOTEXTILE EST 7 SY GEOTE%TILE �w*� .� r[ie�x`£: �I N W 1 -------- � --� F �, O SITE 4 SITE I DETAIL 1 DETAIL 2 BUFFER DRAWING SPECIAL NT DITCH SPECIAL CUT DITCH ,�o�,a =�o�e, ,�o„o =�a�e, S H E ET O F F.o�, F,o�, Nao��d z:i p 1E�o�ie< sione � o��d z:i p E� ne o�oP - - c d c d 5a� �� Geo�e.�ile Min. D= 1 F. Georex�ile Min. D= 1 Ft. Type of Liner- Class 8 Rip-Rap Max. d= 1 Ft. Type of Liner�� Class I Rip-Rop Max. d= 1 Fi. FROM STA.11+50 TO STA.14+00 LT. FROM STA.16+50 TO STA.18+00 LT. GRAPHIC SCALE FROM STA.13+25 TO STA.14+65 RT. FROM STA.17 r00 TO STA.18+00 RT. ioo� o� zoo DETAIL 3 TOE PROTEGTION 1 Na� �o scale� < \ �e INSET GRAPHIC SCALE Ho��oi 1., °`�S�oea c�o��d �� f � d d=I Ft. 6-2 Ft. Geofe.�Ne Type oiLiner= CLASS IRi�Rop FROM STA. 15+30 TO STA. 15+80 -L- RT � i� � � � CLA55 II RIP RP.P � � � � � � , EST 43 TONS � EST 55 SY GEOTEXTILE � � � � � � � � � � � � � � � � � � � i � � � � � � ti � � � a �4.� � � � � £ , a� � �� / ti � � � pJV.Q' � � 34�-11" n�0'-�' /�.BG E � � � / � � � � � � � � J ( ) } � \ N � /� / � / �4 / �. \ � J SITE 2 CL455 B RIP RAP 5' x 10' EST 2 TONS EST 7 SY GEOTEXTILE /i �� KA \\\ O �`'^y-�i,.�� U � � � T�, c� �: . � SPECIAL CUT DITCH } C� . �„ � sEE o�na i � // * � � ,,";� CLASS B RIP RAP � R - , m EST 75 TON N �N � I � � � F� EST 220 SY GEOTEXTILE b .� � �\�� I \ C / � � m � � � � � CLA55 B RIP RAP � � � � � � � � � � I 5' x 10' ' � , � � I EST 2 TONS � � n EST 7 SY GEOTE%TILE m � � � �/ CLA55 B RIP RAP F � � ��. � � � e 5' x 70' S I T E 3 ; E5T 2 TONS � � � � � EST 7 SY GEOTEXTILE � SPECIAL CUT DITCH � �i $EE DETAII 1 � CLA55 6 RIP RP.P EST 55 TON EST 160 SY GEOTEXTILE TOE PROTECTION � SEE DETAIL 3 SITE 4 CLASS II RIP RAP EST 110 TONS EST 120 SY GEOTEXTILE O 4 OrU � r� ,�� S 1 \ 4� � � NC GRID Nn� a3 N� zoii �SPECIAL CUT DITCH SEE DETAIL 1 CL4S5 I RIP RAP EST 80 TON EST 235 5Y GEOTEXTILE TIE PROPOSED DITCH �TO W-5515 TIE PROPOSED DITCH TO W-5515 � ALLOWABLE IMPACTS ZONE 1 \�� ALLOWABLE IMPACTS ZONE 2 PROIECT REFERENCE NO. SHEET NO. 178P.5.R.63 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION i��i s„z � o, � T �\�� ;-�,i: i 63T ��ENOiNOGI �NL DOCUMENT NOT CONSIDERED FINAL UNIESS ALL SIGNATURES COMPLETED O '`L- —TO Sf . FOR -L- PROFILE,SEE SHEET 5 FOR STRULTURE PUWS.SEE SHEETS C-ITHRU C-2 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING CULVERT IMPACT (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) 1 1@34'-10" x 9'-7" ALUMINUM BOX CULVERT 14+31 -L- TO 14+85 -L- LT X 988 652 1640 2 1@34'-10" x 9'-7" ALUMINUM BOX CULVERT 15+16 -L- TO 15+72 -L- LT X 794 477 1271 3 1@34'-10" x 9'-7" ALUMINUM BOX CULVERT 14+28 -L- TO 14+90 -L- RT X 1381 908 2289 4 1@34'-10" x 9'-7" ALUMINUM BOX CULVERT 15+14 -L- TO 15+77 -L- RT X 1220 781 2001 TOTAL: 4383.0 zsla.o �zoi.o o.o o.o o.o k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�P! � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.S.R.63 TIP No.: County(ies): Vance Page 1 of 2 General Project Information WBS Element: 17BP.5.R.63 TIP Number: Project Type: Bridge Replacement Date: 11/10/2015 NCDOT Contact: Galen Cail Contractor I Designer: John M. Kamprath, PE Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Car , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: mkamprath ecolo icalen .com Cit ITown: Ralei h Count ies): Vance River Basin s: Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.12 Miles Surrounding Land Use: Rural area with forest and agricultural land uses Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2@ 10' lanes with 4' shoulder with total culvert width of 34' from shoulder point to 2@ 10' lanes with a total bridge length of 36' and width of 24' shoulder point. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 500 Year: 2035 Existin : 320 Year: 2013 General Project Narrative: State Project 176P.5.R.63 involves the replacement of the existing NCDOT Bridge #900052 on SR 1518 over Weaver Creek. Bridge #900052 consists of 1@35'-6" timber floor (Description of Minimization of Water on steel girder/floor beam system with timber caps and timber piles. The proposed culvert at #900052 will be 1@ 35' x 9'-8" Aluminum Box Culvert. The proposed culvert is not Quality Impacts) in a FEMA regulated zone. The proposed culvert will maintain the existing level of service for the 100 YR event. Waterbody Information Surface Water Body (1): Weaver Creek NCDWR Stream Index No.: 28-78-1-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? N/A (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) I Ii�;E71�'�]V North Carolina Department of Transportation � � :�iillCl]�l�W��PC: I ,�- . Highway Stormwater Program �;' STORMWATER MANAGEMENT PLAN —'�� (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.63 TIP No.: County(ies): Vance Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summary Sheet No. & Station Sheet No.: 4 Station: 15+05 -L- Number of Culverts: 1 Drainage Area (ac or sq mi): 4.35 Sq. Miles Culvert Width/Diameter (ft : 35 Surface Water Body: 1 Weaver Creek Culvert Height (ft): 10.33 Culvert T e: Aluminum Box Culvert Culvert Length ft 54 Avoidance and Minimization Efforts: Minimization - 2:1 side slopes were utilized to minimize impacts to jurisdictional features. Erosion Control - Bank stabilization with Class II rip rap (Bridge to Culvert) will be utilized up and downstream to avoid bank erosion. Impervious dikes will be used during the construction of the culvert. Silt fence will be installed along the fill slopes and upstream of all wetlands and streams. Minimize Clearing - During the construction of the proposed culvert and roadway there shall be minimal clearing of vegetation on the existing shoulders and side slopes. Stream Slope Fish and/or Aquatic Life Passage Existing Average Stream Slope (°/a): 0.90 % Existing Low Flow Channel Dimensions 35 ft wide channel Proposed Culvert Slope (%): 0.90 % in the Stream: Culvert Burial Proposed Culvert Burial Depth (ft): 1 Existing Streambed Material: Sand, silt, gravel Proposed Low Flow Dimensions Proposed Culvert is buried 1 ft Through the Culvert: Proposed Sills/Baffles: The proposed culvert will be buried 1'. No additional sills or baffles are proposed for this project. Existing Low Flow Velocities in the Stream (ft/s): 3 ropose ow ow e oci ies roug the Culvert (fUs): 3.1 Alternating Low Flow Sills/Baffles: NA Culvert/Stream Alignment Stream Patterns Upstream and Downstream The existing stream has some sinuosity but should not impact fish passage and bank stability. of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, There is a riffle located upstream of the culvert and a pool downstream of the culvert. Existing features will not be impacted by the proposed pools, glides, etc.): culvert. Low Flow Floodplain Bench Required? No (provide justification) Sharp Bends at Inlet/Outlet? No (describe culvert alignment with stream) Stream Realignment Necessary? (provide No justification) Bank Stabilization: Class II Rip Rap is proposed as bank stabalization approximately 25' upstream and 40' downstream. Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): 3 Natural Stream Channel 10-yr Velocity (ft/s): 4.3 Proposed Culvert 2-yr Outlet Velocity (ft/s): 3.1 Proposed Culvert 10-yr Outlet Velocity (ft/s): 5.9 Roadway Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: NA 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) 1 14+56 -L- TO 16+10 -L- LT 1@34'-11" x 10'-4" ALUMINUM BOX CULVERT <0.01 0.02 0.07 118 71 TOTALS' 0.00 <0.01 0.02 0.07 <0.01 118.00 71.00 Note the following: -Culvert length is 541inear feet of permanent stream impact (mitigation proposed). -Rip rap bank stabilization is 641inear feet of permanent stream impact (no mitigation proposed). -Temporary dewatering is 711inear feet that is concurrent within permanent stream im�„act (no mitigation proposed). I Revisatl See Note below: � � N M O O � A • � � V � � 0 ,V_ See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventionol Symbols �� ]T�:I�y�I�1I�`J.�� 1F �[I :[ �,�[I `�`Y`�� `�� vA�cE CO U1�lTY LOCAT7011L• BRIDGE NO.52 OVER WEAVER CREEK 0111 SR 1518 (STEWART FARM RD.) TYPE OF WORK: GRADI11lG, DRAl11lAGE, PAVING, A11tD CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN STATE PROJECT l7BP.5R.63 —L— POT STA 11+50.00 � ro HENDERSON CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. i � � � � � � �� '/ � � � � � BEGIN CULVERT ; � � * � �" � � � � i —L— POT STA 14+8750 � � � � � � �� * � � �! � � � �� P � � ��P�F' i � � � � 1� \ � /� � � � � � / � I /� ^ I � i� Y i � / ' � � � � � 'Y �^ � i' 'l� `1� / — � � � ,w�e\ � /�� \ \ � � � 1`� � r � � � / � � �^<e� f� � * � � � �� I � � I � � � � �� ' � � � � � � � � � � � � � � EN9 Ct/L� i� � � l � � � * * * �— *P87T � � � � � � � � � � I � � A � � � � � , m��0 � � � � � �_ �_ y � I �o N Z Z PERMIT DRAWING SHEET OF C� END STATE PROJECT l7BP.5.R.63 —L— POT STA /8+00.00 ro SR l5/5 DOGUMENT NOT GONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAAHIC SCALES DESIGN DATA PROJECT LENGTH Prep°'ed z" :``e o�`QS °f� �n'nnauLres ENCINEEx 50 25 0 50 700 LENGTH ROADWAY STATE PROJECT 176P.5.R.63 = 0.116 mi. S T�`�°�aJ—R R� � �� '�� A V= 50oMPH LENGTH STRUCTURES STATE PROJECT 17BP.5.R.63 = 0.007 mi. s�y � i09 ��'�' �ENG�IN�EEIRING �� `�� a PLANS TOTAL LENGTH STATE PROJECT 176P.5.R.63 = 0.123 mi. zor2 sra.voanD srEcrF�cnrroNs yt :ID � CLASS = MINOR COLLECTOR RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � 50 25 0 50 100 � � SUBREGIONAL TIER NOVEMBER 20. 2015 reo�Ecr Exc.NSEa � � ROADWAY DESIGN RlGHT OF WAY ENGINEER �� PROFILE (HORIZONTAL) MICHAEL BURNS, EI .��. ��. COMPLETE: PROJF.CT DF,S7GN ENGINEER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI PROFILE (VERTICAL) NcooT coNracr PE SIGNAT[7RE: � O SPECIAL CUT DITCH SEE DETAIL 1 CLA55 B RIP CLA55 B RIP RAP 5' x 10' TIE PROPOSED DITCH EST 130 TON EST 2 TONS TO W-5515 EST 395 SY GEOTEXTILE EST 7 SY �EorExTaE ---�-�___y.._.�..� 1 _-------_--� � O �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � DENOTES EXCAVATION IN WETLAND �DENOTES TEMPORARY FIIL IN WETLAND DETAIL 1 DETAIL 2 PERMIT DRAWING SPECIAL NT DITCH SPECIAL CUT DITCH � Not �o Scole) � Nof �o Scale� F�� F�� S H E ET O F Nao��d z:i p 1E�o�ie< sione � o��d z:i p E� ne °ioP - _ c d c d Geo�e.�ile Geo�ex�ile SO' O' IOO' Min. D= 1 F. Min. D= 1 Ft. Type of Liner- Class 8 Rip-Rap Max. d= 1 Ft. Type of Liner- Class I Rip-Rop Max. d= 1 Fi. FROM $TA.11+50 TO STA.14+00 LT. FROM STA.16+50 TO STA.18+00 LT. GRAPHIC SCALE FROM STA.13+25 TO STA.14+65 RT. FROM STA.17 r00 TO STA.18+00 RT. DETAIL 3 TOE PROTEGTION 1 Na� �o scale� < \ �e No��oi 1., °`�S�oea c�o��d �� f � d d=I Ft. 6-2 Ft. Geofe.�Ne Type oiLiner= CLASS IRi�Rop FROM STA. 15+30 TO STA. 15+80 -L- RT �� CLAS$ II RIP RP.P � � � � � � , EST 43 TONS EST 55 SY GEOTEXTILE � � � � � SITE I �� I e� � � � r �,+' � � � � I \ � � cP`` � � � � 4 � � PJV,Q' � � 34'� 11" x�0'-�' dBG �� i ��. � � � � � i — � � � � i 0 T�3 `� � 4 � ,t�'i / p�� .:�. . � CLA55 I RIP RAP o ��, �i� � 5' x 10' EST 2 TONS 1� W �\ EST 8 SY GEOTEXTILE � � �, .,:�j/ �-�^1y "KAU 5 N -.�'.T�„� , �/�/ ��_�8/ $ p �`� � ;. � SPECIAL CUT DITCH � "'�i:�//�; � � � � - � c� SEE DFTAIL 1 � ,� y. � -qp � � CLASS B RIP RAP �� , ,� � �*Y* � R F�_..: \ EST 75 TON I � EST 220 SY GEOTEXTILE �� I� . � � � ��-K-- 1 \ � ��r �tEHi� / � � m � . � � � I CLA55 B RIP RAP � � � � � � � � � I s . io � � � � I EST 2 TONS � � � � �/ CLA55 B RIP RAP EST 7 SY GEOTE%TILE r, � � � � F � � ': � � � 0 5, ��, � � j EST 2 TONS � EST 7 SY GEOTEXTILE � � �� SPECIAL CUT DITCH SEE DETAII 1 TOE PROTECTION CLA55 6 RIP RP.P � � SEE DETAIL 3 EST 55 TON CLASS II RIP RAP EST 160 SY GEOTEXTILE EST 710 TONS EST 720 SY GEOTEXTILE {� �� O � SPECIAL CUT DITCH SEE DETAIL 2 CL4S5 I RIP RAP EST 80 TON EST 235 5Y GEOTEXTILE TIE PROPOSED DITCH �TO W-5515 TIE PP,OPOSED DITCH TO W-5575 PROIECT REFERENCE NO. SHEET NO. 178P.5.R.63 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION i��i s„z `� o � T �\�� ;-�,i: i 63T ��ENOiNOGI �NL DOCUMENT NOT CONSIDERED FINAL UNIESS ALL SIGNATURES COMPLETED O ro s� �: FOR —L— PROFILE,SEE SHEET 5 FOR STRULTURE PUWS.SEE SHEETS C—ITHRU C-2 �- e, � O SPECIAL CUT DITCH SEE DETAIL 1 CLA55 B RIP I CLA55 B RIP RAP 5' x 10' ' TIE PROPOSED DITCH EST 130 TON EST �2 TONS ��, TO W-5515 EST 395 SY GEOTEXTILE EST 7 SY /� � GEOTE%TILE � � � � � � \ � ____,----- —_ _—__—____--� � �� /i � � /, � JAMES " �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FIIL IN WETLAND DETAIL 1 DETAIL 2 PERMIT DRAWING SPECIAL NT DITCH SPECIAL CUT DITCH � Not �o Scole) � Nof �o Scale� F�� F�� S H E ET O F Nao��d z:i p 1E�o�ie< sione � o��d z:i p E� ne °ioP — _ c d c d Geo�e.�ile Geo�ex�ile SO' O' IOO' Min. D= 1 F. Min. D= 1 Ft. Type of Liner- Class 8 Rip-Rap Max. d= 1 Ft. Type of Liner- Class I Rip-Rop Max. d= 1 Fi. FROM $TA.11+50 TO STA.14+00 LT. FROM STA.16+50 TO STA.18+00 LT. GRAPHIC SCALE FROM STA.13+25 TO STA.14+65 RT. FROM STA.17 r00 TO STA.18+00 RT. DETAIL 3 TOE PROTEGTION 1 Na� �o scale� < \ �e No��oi 1., °`�S�oea c�o��d �� f � d d=I Ft. 6-2 Ft. Geofe.�Ne Type oiLiner= CLASS IRi�Rop FROM STA. 15+30 TO STA. 15+80 -L- RT �� CLAS$ II RIP RP.P � � � � � � , EST 43 TONS � EST 55 SY GEOTEXTILE � � � � SITE I �� i e� � � � r �,+� * � � � i � � � �P`' � � � � ' � � PJV,Q' � � 34'� 11" x�0'-�' dBG �F'� % �,`.!._ �' `Y ,l' `y� � � ` 1 5 � � � � / i O T[_3 \ � Pr/ � � 4 / / �T..i yY% . ��:.*.�..- � CLA55 IRIP RAP o / �,�.x " 5'xl0' EST 2 TONS 1 3 � W � EST 8 SY GEOTEXTILE ,� � �' \G p p U 35 t�3� �1 y ,"� ='�.� � .i\ ° .� A. _. y.. _ i� �^ r V�U 5 � Si �y�� '� � �C_3 8./ �O �"`�it� SPECIAL CUT 61TCH � � � 4�� SEE DETAIL 1: �" I :.: �. � � — -q� ... . CLA55 B R(f' RAP �� .� � ��+� � R F.._ EST 75 TON ' I � EST 220 SY GEOTEXTILE � �� I� . � � � 1 \ C / � � m � . � � � � CLA55 B RIP RAP � � � � � � � � � I 5' x 10' ' v ��. � � � I EST 2 TONS � � � } � � � � ��/ CLA55 B RIP RAP EST 7 SY GEOTE%TILE r, F � � '. � � � 5' x 70' � � j EST 2 TONS � EST 7 SY GEOTEXTILE � � / �� SPECIAL CUT DITCHJ SEE DETAII 1 TOE PROTECTION CLA55 6 RIP RP.P � � SEE DETAIL 3 EST 55 TON CLASS II RIP RAP EST 160 SY GEOTEXTILE EST 710 TONS EST 720 SY GEOTEXTILE {� �� O 0 � SPECIAL CUT DITCH SEE DETAIL 2 CL4S5 I RIP RAP EST 80 TON EST 235 5Y GEOTEXTILE TIE PROPOSED DITCH TO W-5515 TIE PP,OPOSED DITCH TO W-5575 PROIECT REFERENCE NO. SHEET NO. 178P.5.R.63 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NC�MFLE�I°E PLANS DO NOT USE FOR / W ACQUISITION I�I :.i:� :_e.� �T�\��,;�,i:i 3T'�ENO�NOGI �NL DOCUMENT NOT CONSIDERED FINAL UNIESS ALL SIGNATURES COMPLETED O iw � � �_ ' _—__ -. C-- ___ — __\� � � TO SR l5/5 ! COKESBURY RO1 � — � ��- � �� FOR -L- PROFILE,SEE SHEET 5 FOR STRULTURE PUWS.SEE SHEETS C-ITHRU C-2 6' � \ � � �� I � ,,��_� _ — � �_—�—�--��—� ��_ � S ITE 1 / ------------- � ` I�� O �� III o I = I I r r' N I Z ii � N � � I I � I �r - /-/ i . L. I � I ��_ � II�� ._ ___�. . , I =I � I i I � _ \ \ .-.,. _I : ' III \ \ _ II I I �\� �� I r\ ` ` \I I I li �I I / I �I � ` \ / ( �4� . `�� - �y I \� � I II II ', ' �' C ,, �DENOTES TEMPORARY FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND I �DENOTES IMPACTS IN SURFACE WATER / O _ V �� / �� -�E �E �E �E � �� E �E' /�E �E�� DENOTES TEMPORARY IMPACTS IN SURFACE WATER � T i / , i / �� / � � �„i1/, �. . . PERMIT DRAWING SHEET OF PROIECT REFERENCE NO. SHEET NO. 178P.5.R.63 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION ,�� s:,�,z o "' ��ECOLOGICAL � � J�I LV� �til-:I 'I-�FNGWHFRING DOCUMENT NOT CONSIDERED FINAL UNIESS ALL SIGNATURES COMPLETED . � � � � � � A ��_a� �� /` '�� ''�' � l � �' = � '� � � � � � � ;�� O O / `� �E �E �E � � �F _ � � ��F� � � � � �\ ��\\ \ \ \ \ \ � \ O \\� O -�- � � �- CT-'------- �� ' �� --,,, � � � � � � � F � \��, 8� �� '�� ° � \ F�� '/ �L \\ �� f � �' 1' � � FOR -L- PROFILE,SEE SHEET 5 FOR STRULTURE PUWS.SEE SHEETS C-ITHRU C-2 N 0 I' � �� ' ��,�IIIIII��IIIII�I��III�II�I��II�IIIII��I�IIIIII��IIIII�I�IIII��IIII�II�IIIII��I�IIIIII��IIIII�I�IIII�II�I��II�IIIII��I�IIIIII��I � � ,I�IIII��IIIIIIIIIIIIIIIIII�'IIII�IIII�III�IIIII�IIIIIIIIIIIIIIIIII��IIIIIIIII�III�IIII��IIIIIIIIIIIIIIIIII��IIIIIIIII�III�IIIII�II �� ■11IIIIIIIIII IIIIIIIIII IIIIl11111IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIl11111IIIIIIIIII IIIIIIIII - C�==�=��= ::::::::::::::::':::::C:::::::::C:::::::::::::::::::::::':::::C:::::::::C:::::::::::::::::::::::':::::C:::::::::C:::::::::::::::::�' �--�—�se—00000000000 0000u0000u0000u0000� 0000u0000u0000u0000� 0000u0000u000�i �----�� i --------- ...................... 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SHEET NO. 178P.5.R.63 5 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION , � , � � �:, �, ; �- ECOLOGIC�AL �� ,_� �, �_ S1 E\ ,, ,i. i �ENGINEERING DOCUMENT NOT CONSIDERED FINAL UNIESS ALL SIGNATURES COMPLETED 415 -- , , � � �' 415 , �� ,�� ,� - � � , � , , � , _ _ _ _ , _ - � � � � � , � � � � � � �� - � � �� 405 405 _`_, . _-,. "_ . _ . _ Pl = 13+60A0 � ' ___V __ - � ; Pl = 16+85A0 � � � '� � ' , � � � � ' � K= 49 K= 53 . � � � �� EL = 367.67' ,� , EL = 36895' -- --- - � � � � � � � � 395 BEGIN GRADE VC = 220' I, VC = 230' _ ,, ,; � � : 395 -L- STAIl+50A0 Va = 35mph ll � Vo = 35mph _ � � � � � � � � EL 376.25 - - END GRADE - , � -I 385 : E�374�.3aie+oo.00 ; � �, � I 385 _- _: - � , - - -., - t�t�tt t+1=,. __ _ � � � � , _ __ r'--, _-- , , — — � —_ — , 375 — _ _,—�� 375 _ . _ . . . . . . � � ' . .. -� � . ... . / _ i I I .��.I. � I I _ _ - � � � �� _ _ � +� 4.ao�� ' ' , �� 365 = i� __ ��94Fi�----- -------(�94H:— ( END DITCH RT sr,a is+oo -�- 365 0 o M ��86i __- � � ELEV = 373.7a � BM 'I . _ � �� BM "2 . . . . . -BL- 14+85.88 59.63RT . . I �� . Z � -BL- 9+60.68 90.13RT .T.- --- - ELEV.=3B0.97' - ELEV. 373.05' = RR SPIKE IN B' PWE �� 355 � �--- ---'- � Q RR SPIKE IN B' PINE I� �� .. � � _ � I I .. _ W �J �� a � ��a �� a � C� .. 41�W J �J J . �',... 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VAN DER VAART Secretar}, Mr. Clu-is Murray NCDOT Division 5 Environmental Supervisor North Carolina Department of Transportation 2612 N. Duke Street Durham, North Carolina 27704 Dear Mr. Murray: March 29, 2016 Subject: Mitigation Acceptance Letter: Division 5 Project, Replace Bridge 900052 over Weaver Creek on SR 1518 (Steward Farm Road), Vance County; WBS No. 17BP.S.R.63 The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (NCDEQ DMS) will provide the stream and riparian wetland mitigation for the subject project. Based on the information supplied by you on March 16 and 28, 2016, the impacts are located in CU 03020101 of the Tar-Pamlico River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Stream Wetlands Stream and River CU Eco- Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Riparian Marsh Impacts Tar- 03020101 CP 0 0 54.0 0.09 0 0 Pamlico T�ome or tne stream unpacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on March 22, 2016. NCDEQ DMS commits to implementing sufficient compensatory stream and nparian wetland mitigation credits to offset the impacts associated with this project as deternuned by the regulatory agencies in accordance with the In- Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ DMS. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely. cC�,l ', ' � � �1� y v Jam . Stanfill Credit anagement Supervisor Cc: Mr. Eric Alsmeyer, USACE - Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources File: SR 1518 - Bridge 900052 Revised - Division 5 �=�.n.� Jc�t��r�r�g i:c��n��res � State of North Caic�lina J Environ�rtenial Qua lity 1601 Mail Service Center � R�leiyh, Nerth Carulina 27699-15D1 914J�7-86DD