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HomeMy WebLinkAbout20170282 Ver 1_B-2500 II B Nationwide Dare March 10, 2017_20170310,-�y:'star � . l+s''*Wt �4�5�. ;�..r ¢'� ;f •#- . �L "; �:,� i � ' { •-.�,. �,�.,,. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR March 10, 2017 Bill Biddlecome NCDOT Coordinator United State Army Corps of Engineers 2407 West Fifth Street Washington, NC 27889-1000 JAMES H. TROGDON, III SECRETARY Subject: Application for a Section 10 and 404 Nationwide Permit 6— Rodanthe Breach Long-Term Improvements, Bonner Bridge Replacement Project Phase IIb in Dare County, North Carolina; TIP Project B-2500B, Federal Aid Project No. BRNHF-0012(56); WBS Element 32635.3.FR7 The North Carolina Department of Transportation (NCDOT) Geotechnical Engineering Unit is proposing additional subsurface investigations for the foundation design for the NC-12 Rodanthe Bridge in the Pamlico Sound in Dare County, North Carolina. A completed pre-construction notification form and appropriate site drawings are attached for your review. As Pamlico Sound is designated as a High Quality Water, and work will be occurring on a barrier island, notification to the appropriate agencies through a Nationwide 6 Permit is required. A private engineering firm will conduct the investigation. On the north side of the project, there will be approximately 13 borings within the Pea Island National Wildlife Refuge (Refuge) (Sheets 14 and 15), with one boring anticipated just off the coast in the shallow waters of Pamlico Sound (within the National Park Service boundary) (Sheets 12 and 13). Of the 13 borings in the Refuge, only one is anticipated in wetlands, with the other 12 clustered in the uplands near the existing NC 12. On the south side of the proj ect, approximately three borings will be advanced in a wetland within the proposed new bridge alignment right-of-way. North End Borings All equipment required to conduct the borings will be delivered to the site via a commercial haul truck. Equipment will be left staged along the shoulder within the existing NCDOT easement, but well off the roadway. A typical drill rig will advance the upland borings near the existing roadway. These borings will be performed with a rubber tire drill rig or a low ground pressure tracked drill rig, depending on the boring location. These borings will be 3-8 inches in diameter. Any disturbance from the borings will be limited to within a 2-foot radius of the boring location. The borings in the wetland and sound will be accessed as indicated on Sheet 13. This route was chosen as it minimizes impacts to vegetation and wetlands. Impacts to wetlands / surface waters (Sound) that cannot be avoided will consist of minimal hand clearing and will all also occur within the future bridge/roadway footprint. The borings in the wetland and Sound will be performed by a MailingAddress: Telephone.• (919) 707-6000 Location.• NC DEPARTMENT OF TRANSPORTATION Fax: (919) 250-4224 1000 BIRCH RIDGE DRIVE PROJECT DEVELOPMENT AND Custamer Service: 1-877-368-4968 RALEIGH, NC 27610 ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER Website: www.ncdot.gov RALEIGH, NC 27699-1548 tracked ATV "swamp buggy" type carrier and drill rig designed specifically to access and drill in marshy, near shore, shallow water marine environments. Along with the "swamp buggy", a smaller ATV tracked drill crew support vehicle will access the boring locations and provide safe transport of inen, supplies, samples, etc. to and from the drill rig and staging area while the geotechnical borings are in progress. These borings will turn or drive a 4-inch diameter steel casing into the sound bottom, creating minimal disturbance. Other drilling tools will be used to sample the sediment and advance the hold within the steel casing. The steel casing will be removed upon completing the boring. Spoil from the drilling in the Sound and wetland will be placed in a designated location on upland. Once the "swamp buggy" is positioned at the proposed boring location(s), drilling will commence. The borings will be a Standard Penetration Test (SPT) with split barrel soil samples collected at approximately 5 foot intervals until the termination depth of 150 feet below ground surface. A 4- inch steel casing will be installed at the surface and advanced as needed to maintain bore-hole stability during drilling and will be removed upon boring termination. This methodology creates minimal disturbance beyond the bore hole. It is expected that drilling each boring will take up to a maximum of 7 days to complete. South End Borings There will be several hand borings in the wetland within the future roadway footprint. These areas will be accessed by foot along the future alignment, so there will no temporary access impacts. Regulatory Approvals: NCDOT anticipates Nationwide Permit No. 6 will authorize these activities. In addition to the Nationwide Permit No. 6 conditions, NCDOT will adhere to the NCDWR Water Quality Certification #3687 conditions, but are not requesting written approval from NCDWR. Special Use Permit Applications will be submitted to the US Fish & Wildlife Service and National Park Service. If you have any questions or would like additional information, please contact Michael Turchy at maturchv(�a,ncdot.gov or (919) 707-6157. A copy of this application will also be posted at htt�s://xfer.services.ncdot.�ov/pdea/PermApps/. Sincerely, `��� Philip S. Harris, III, P.E., Manager Natural Environment Section cc: NCDOT Permit Application Standard Distribution List �r� W � F��, i � �,� p� Office Use Only: �,�,� � F Corps action ID no. G � DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit � Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 6 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: � Yes ❑ No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank 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 ❑ No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes ❑ No 2. Project Information 2a. Name of project: NC 12 — Rodanthe Breach Long Term Improvements Phase Ilb 2b. County: Dare 2c. Nearest municipality / town: Rodanthe 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state TIP B-2500B project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if Natural Environment Section, Philip S. Harris, III, P.E / Michael Turchy applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6123 /(919) 707-6157 3g. Fax no.: (919) 212-5785 3h. Email address: pharris@ncdot.gov / maturchy@ncdot.gov Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if difFerent from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: N/A 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: N/A 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 07400340875 (Refuge), 064920917410, 065917010371, 065917011410 1 b. Site coordinates (in decimal degrees): Latitude 35.611160 Longitude: 75.474644 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 14.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Pamlico Sound proposed project: 2b. Water Quality Classification of nearest receiving water: SA; HQW 2c. River basin: Pasquotank 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The north side of the project study area is comprised of maintained roadway and natural areas within the Pea Island National Wildlife Refuge and Cape Hatteras National Seashore. The south side of the project study area is comprised of residential areas and maintained roadway. There are jurisdictional wetlands on both sides of the project. 3b. List the total estimated acreage of all existing wetlands on the property: 0.41 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: There are no streams within the project boundaries 3d. Explain the purpose of the proposed project: To conduct a subsurface investigation for the foundation design for the NC 12 Rodanthe Bridge 3e. Describe the overall project in detail, including the type of equipment to be used: A private engineering firm will conduct the investigation. On the north side of the project, there will be approximately 13 borings within the Pea Island National Wildlife Refuge (Refuge) (Sheets 14 and 15), with one boring anticipated just off the coast in the shallow waters of Pamlico Sound (within the National Park Service boundary) (Sheets 12 and 13). Of the 13 borings in the Refuge, only one is anticipated in wetlands, with the other 12 clustered in the uplands near the existing NC 12. The investigation will be done with a rubber tire drill rig or a low ground pressure tracked drill rig, depending on the boring location. On the south side of the project, several borings will be advanced in a wetland within the proposed new bridge alignment right-of-way. These areas will be accessed by foot along the future alignment, so there will be no temporary access impacts. The investigation will be done using a rubber tire drill rig or a low ground pressure tracked drill rig, depending on the boring location. Any disturbance from the borings will be limited to within a 2-foot radius of the boring location. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past. Comments: N/A 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary � Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: CZR, Inc Name (if known): Mr. Jeff Coward Other: N/A 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. May 2006 Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes ❑ No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. NW6 SAW-2013-02353, Issued 12/10/2013, NW6 SAW-2013-02353, issued 8/4/2015 6. Future Project Plans 6a. Is this a phased project? � Yes ❑ No 6b. If yes, explain. This permit application is for geotechnical work for the Rodanthe Bridge project, which is Phase II of the NC-12 Rodanthe Breach Long-Term Improvements project. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands ❑ Streams - tributaries ❑ Buffers � Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Tem ora T Investigative Salt/Brackish ❑ Yes � Corps W1 ❑P�T <0.01 Boring Marsh � No ❑ DWQ 2g. Total wetland impacts <0.01 (temporary) 2h. Comments: N/A 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total Permanent Stream and Tributary Impacts 3i. Comments: N/A 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑ P� T Pamlico Sound Geotechnical Boring Open Water <0.01 4f. Total open water impacts <0.01 4g. Comments: N/A 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 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. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Jordan Lake Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for Stream name mitigation (square feet) (square feet) or Tem ora T im act re uired? 61 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The borings will be performed with a rubber tire drill rig or a low ground pressure tracked drill rig, depending on the location. Drilling equipment will not drive through any jurisdictional wetland or stream, except where jurisdictional wetlands are unavoidable. Unavoidable wetland impacts will be restricted to areas where bridge construction impacts will be permanent. Direct wetland impacts during geotechnical investigation will be restricted to temporary hand auger drilling. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. For the drilling in the Sound and wetland on the north side of the project, a 3-8" steel casing will be turned or driven into the ground, and all materials will be contained within the steel casing and disposed of in a designated location on land. NCDOT will implement "Guidelines for Avoiding Impacts to the West Indian Manatee, Precautionary Measures for Construction Activities in North Carolina Waters," during work for this project. Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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 buffer mitigation? ❑ Yes � No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact 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 mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: The proposed project is not located in a watershed with riparian buffer � Yes ❑ No protection rules and is the drilling of geotechnical borings, which will not change overall impervious surfaces. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A % 2b. Does this project require a Stormwater Management Plan? ❑ Yes � No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is a low density project, and therefore does not require an SMP 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Cumulative impact analysis was completed for this project in the Final Environmental Impact Statement (2008). 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The 2008 Biological Assessment covered the impacts to all federally listed species. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? � Yes ❑ No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The essential fish habitat was discussed in the 2016 EA and the 2008 FEIS 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 have designated as having historic or cultural preservation � Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The historical and cultural resources were discussed in the 2016 EA and the 2008 FEIS, and coordination with the respective agencies is currently underway. The work under this permit will not impact historical or cultural resources. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: MOA 8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program Philip S. Harris, III, P.E. March 10, 2017 Applicant/Agent's Printed Name �� App icant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the a licant is provided. Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version 0 0 � N � ., � V W O � � � � � � � 0 V GRAAHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: HYDRAULICS ENGINEER RUMMEL. KLEPPER 8 KAHL, LLP 900 RI�GEFIELD DRIVE, StlliE 350 SO 2S O SO �OO ADT 2017 = 9�$OO LENGTH ROADWAY TIP PROIECT B-25006.........0.572 mi RK �""`E' Hc ii°ceNse No r�m z��609 oF NORTH C LENGTH STRUCTURE TIP PROJECT B-25006........2.460 mi :�`� �'Pp TOTAL LENGTH TIP PROJECT 6-25008 ................3.032 mi FOR NORTH CAROLINA ��Q � PLANS ADT 2037 = 14,200 DEPARTMENT OF TRANSPORTATION � 2 P.E. � 20/2 ST9NDARD SPECIFlCATIONS � r'�` SIGNAT[7RE: a 50 25 0 50 100 � o V= 40 /60 MPH NCDOT CONTACT B. Keith $kinner, P.E. ROADWAY y r P720JECT ENGlNEER DESIGN P� Q PROFILE (HORIZONTAL) ENGINEER �F oe/ FUNC. CLASSIFICATION = A�? oF TRpNse / 70 5 0 10 20 RURAL COLLECTOR KZak Hamidi,A.E. LETTING DATE: Brandon J. Mclnnis, P.E. �—� PROJECT ENGINEER - DES7GN-BUILD GROUP JANUARY 25, �LO� �I PROJECT DESIGN ENGINEER �E PROFILE (VERTICAL) srcN,arunE: 6 PROJECT REFERENCE NO. SHEET NO. 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