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HomeMy WebLinkAbout20211620 Ver 1_401 Application_20211105Staff Review Does this application have all the attachments needed to accept it into the review process?* Yes No ID#* Version* 1 20211620 Is this project a public transportation project?* Yes • No Reviewer List: * Amy Annino:eads\amannino Select Reviewing Office: * Asheville Regional Office - (828) 296-4500 Submittal Type:* 401 Application Does this project require a request for payment to be sent?* Yes No Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: * For the Record Only (Courtesy Copy) New Project Modification/New Project with Existing ID More Information Response Other Agency Comments Pre -Application Submittal Re-Issuance\Renewal Request Stream or Buffer Appeal Project Contact Information Name: Terry E Allen Who is submitting the information? Email Address: tealleneng@comporium.net Project Information Project Name: NEW BOATHOUSE FOUNDATION at WAGNER RESIDENCE Is this a public transportation project? Yes No Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No Unknown County (ies) Transylvania Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach document PCN Form - Wagner.pdf 344.48KB SIGNED PCN.pdf 38.5KB C1 -- 09-13-2012.pdf 165.26KB C2 - 09-13-2012.pdf 158.93KB C3 - 09-13-2012.pdf 135.65KB C4 - 09-13-2012.pdf 56.73KB C5 - 09-13-2012.pdf 152.89KB C6 - 09-13-2012.pdf 93.63KB C7 -- 09-13-2012.pdf 62.71 KB C8 - 09-13-2012.pdf 155.55KB C9 - 09-13-2012.pdf 76.73KB C10 -- 09-13-2012.pdf 54.58KB C11 --09-13-2012.pdf 58.21KB C12 -- 09-13-2012.pdf 36.21 KB C13 -- 09-13-2012.pdf 97.32KB C14 -- 09-13-2012.pdf 122.54KB Only pdf or kmz files are accepted. Describe the attachments or comments: Construct new 20'x34' Boathouse Foundation & Retaining Wall Structure meeting side yard setback rules. All work to be in accordance with the engineered plans. The boathouse foundation work will be performed "IN THE DRY" using a coffer dam to create a dry work area. Minimual disturbance within existing Vegetated Trout Buffer. See attached drawings. Sign and Submit By checking the box and signing box below, I certify that: • I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. • I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the online form. Signature: Te6l- E_ Alley, PC Submittal Date: Is filled in automatically. o�pF vuarF9�G y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre -Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 18 - New Boathouse 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 because written approval is not required? For the record only for DWQ 401 Certification: ® Yes ❑ No For the record only for Corps Permit: ❑ 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 mitigation bank or in -lieu fee program. ❑ Yes ® No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: NEW BOATHOUSE FOUNDATION at WAGNER RESIDENCE 2b. County: Transylvania 2c. Nearest municipality / town: Brevard 2d. Subdivision name: Lake Toxaway 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Peter Wagner & Diane Wagner 3b. Deed Book and Page No. Date: 06/2021 Book: 00987 Page: 0375 Plat Book: 21 Page: 194 3c. Responsible Party (for LLC if applicable): 3d. Street address: 23 North Club Blvd (Legal Address: B M L5 North Club Blvd) 3e. City, state, zip: Lake Toxaway, NC 28747 3f. Telephone no.: 727-744-5484 3g. Fax no.: 3h. Email address: Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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. Agent/Consultant Information (if applicable) 5a. Name: Terry Allen, PE 5b. Business name (if applicable): T.E. ALLEN ENGINEERING, PC 5c. Street address: P.O. Box 103 5d. City, state, zip: Rosman, NC 28772 5e. Telephone no.: 828-877-4883 5f. Fax no.: 5g. Email address: tealleneng@comporium.net Page 2 of 12 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): 8513-72-8080-000 1 b. Site coordinates (in decimal degrees): Latitude: 35.14695 Longitude: - 82.955275 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 0.663 (from Transylvania County GIS) acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Lake Toxaway 2b. Water Quality Classification of nearest receiving water: B, Trout 2c. River basin: Savannah Page 3 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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: This home site located in Toxaway Estates, a private residential development in western Transylvania County, NC. The lot borders Lake Toxaway which has a classification of B: Trout. The general land use is residential. 3b. List the total estimated acreage of all existing wetlands on the property: none 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: none 3d. Explain the purpose of the proposed project: Construct new 20'x34' Boathouse Foundation & Retaining Wall Structure meeting side yard setback rules. All work to be in accordance with the engineered plans. The boathouse foundation work will be performed "IN THE DRY" using a coffer dam to create a dry work area. Minimual disturbance within existing Vegetated Trout Buffer. See attached drawings. 3e. Describe the overall project in detail, including the type of equipment to be used: BOATHOUSE FOUNDATION. The boathouse foundation work shall be performed "IN THE DRY" using a coffer dam to create a dry work area. To comply with Water Quality requirements, the will be performed in the dry. Where a coffer dam is used, the work area will be dewatered by pumping. All dewatering discharge shall have a turbidity of not more than 10 NTUs above background or as otherwise specified in DWQ's Turbidity Standards (15A NCAC 02B.0211(3.)(k.)). To satisfy the required turbidity limit, the dewatering pump discharge shall be filtered through a Bag Filtration Unit equal to Model BF-400 from Rain -for -Rent with a 100 to 1 micron nominal rating (P.O.C. at Rain -for -Rent is Jeremy at 704-393- 3345). The turbidity level of all discharge shall be monitored with calibrated turbidity meters and the filtration equipment shall be adjusted as necessary to insure compliance with Water Quality Standards. The water around the dredging areas shall likewise be monitored with calibrated turbidity meters and the turbidity curtains shall be adjusted as necessary to insure compliance with Water Quality Standards. TURBIDITY CURTAINS. In addition to the Coffer Dam, a minimum of two (2) rows of Turbidity Curtains shall be installed and maintained around the work area. Uncured concrete shall not be allowed to come into direct contact with surface waters. This will be accomplished by establishing a "dry work area" as described above. "High Early" cementious material shall be in the stone work to minimize curing time. Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity curtains shall be adjusted as necessary to insure compliance with Water Quality Standards. Furnish and install multiple layers of turbidity curtains as necessary to insure regulatory compliance. Minimal disturbance within existing Vegetated Trout Buffer. Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity curtains shall be adjusted as necessary to insure compliance with Water Quality Standards. Page 4 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / El Yes ®No El Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type El Preliminary El Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 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. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 5 of 12 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) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 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 of jurisdiction 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 S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: Page 6 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 Temporary T Temporary Coffer Dam for 01 ❑ P ® T Lake Toxaway Boathouse Foundation 75 Linear Lake 0.04 Acres Ft (+/-) 02 ❑ P ® T Lake Toxaway Temporary Turbidity Curtain to Lake 0.04 Acres Repair Seawall, 75 Linear Ft Permanent Boathouse 03 ®P ❑ T Lake Toxaway Foundation (88 Linear Ft x 3 Ft Lake 0.02 Acres horizontal projection) 04 ❑P❑T 4f. Total open water impacts 0.10 Acres 4g. Comments: The work will be performed while the lake is at normal pool elevation. 1.0 NEW BOATHOUSE FOUNDATION. New cast -in -place reinforced concrete (or presast concrete block) foundation to support new boathouse structure. 2.0 Boathouse foundation work will be accomplished "in the dry" by installing a temporary coffer dam around the proposed work area. The dewatering discharge will be filtered to DWQ Water Quality Standards prior to release. Two (2) rows of Turbidity Curtains will also be used. 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of 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: Page 7 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar -Pamlico ❑ Other: 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) or for Stream name mitigation (square feet) (square feet) Temporary T impact re uired? B1 ®P❑T El Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑ 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 work will be performed while the lake is at normal pool elevation. 1.0 Boathouse foundation work will be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed work area. The dewatering discharge will be filtered to DWQ Water Quality Standards prior to release. 2.0 Turbidity Curtains will also be used to isolate the work area from Lake waters. Turbidity curtains to remain in place untll work is complete and the turbidity in the work area is less than 10 NTUs above background. Turbidity curtains shall be used outboard of the coffer dam to isolate the work area. Turbidity curtains to remain in place untll work is complete and the turbidity in the work area is less than 10 NTUs above background. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. To minimize disturbance during construction, the work will be accomplished with the smallest mechanical equipment practicable. 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 El Payment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 8 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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: linear feet 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. 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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: Should project exceed 10% or 100' in 1000', a trout buffer waiver will be sought from NCDENR - Div of Land Resources Page 9 of 12 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. ❑ Yes ❑ No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 2b. Does this project require a Stormwater Management Plan? ❑ 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 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 ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program 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 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 10 of 12 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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 2B .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. 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 11 of 12 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 habitat? ❑ Yes ® No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? ❑ Yes ® No 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 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? 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? ❑ Yes ® No 7b. What data sources did you use to determine whether your site would impact historic or archeological 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: 8c. What source(s) did you use to make the floodplain determination? Rick Wagner and Diane Wagner Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 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? 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? 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? 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: 8c. What source(s) id you use to make the floodplain determination? 3� Wagner and Diane Wagner Applicant/Agent's Printed Name Date Applicant/A s Signature (Agent's signature is valid onl ' authorization letter from the applicant Isprovided.) 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ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 Peter & Diane Wagner PO BOX 103 854 Hillside Dr o d� 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 A Transylvania County, NC MOBILE (828) 553- 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng@wmporium.net pwagner@sumprint.com * ;q m m D 0 3DGm c) I, m ' m m J � N mm_ - m(a ��3 Z nm OF— m Zmz �DN o rt Zr MQm O C� � Dnm� _ Z N m Q m m D Z z C) D r r 0 rrl z �_ O Z �0 m z TI O C� Z G)CO �m R. r n� oZ �D c/) C n I OZ Z� DO NOT SCALE DRAWING � D r r � � S N CX) �I C� U1 � � rTl r-r O � I S O O i f�Tl r+ � O I 0 OD J J � Ui Ui � � Cr� = O — � � I rn I rn I o ly rn I rn I o I rn I o I o � �� z `. O Z �l O) Ui �� W W C,a N� m h � O � O N T O d? 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ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 Peter & Diane Wagner PO BOX 103 854 Hillside Dr o 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 A Transylvania County, NC MOBILE (828) 553- 004 _ 744-5484 pwagner@m ga ndoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com ° O -P, 0 -P, 0 0 -P, GW -P� Cn (D (n (n n Ul fv -P� rt=L 0 L— OL— =�0 fr-0 0 OD' (n G7 (n O ���� U I GA ° (n :�i fv ° (D O n D Gj 0 —0 C70— Q. rt. p m: rn N Dm n m m D rt o 0 I ° 6 m -Om =gyp' rtD m p rn�rt0 Q p —0 m �I n (n0 0 - x cpsD rtm ca I_ m, Z3 ° � D j rn a r- oo-� _,arn o4� BCD �`< D 0 O c m 0D(nZ0 ° m o 0 Q ° 0 mo �o m O cn =m cn < � 3 �" 10 0� 6p a(D D Wit° O m °A Drtn m`< O rt3 I C7=� I c �Q D c° 0'p ° r+ n'D n 0 q CD — (n p � D N_ —0 �o M 00 TO —0 0-0 z D 0� m I (n Gym a 0 U o O C7� p ° c 5 C zT N a 0 (1) c° 0 �,m r- = 0 0 m (p ��Q� I 0 (D Q (� (p Q0 rt 0 — O CD rt N — Q m m Q< D ,� G7 0= r0-r 0 0 ?1 n 0_ �, p 0) t0 0 0. 0 t7 �. 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ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM I C-1997 Peter & Diane Wagner PO BOX 103 854 Hillside Dr 00 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 A Transylvania County, NC MOBILE (828) 553- 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com DO NOT SCALE DRAWINGS 30 =� -U cO 0 r+z 0-0=� rnco(D o � TIO� OCD_ ° 3x 7 c: :3 (J ..fQ 3 < m M-0 r+— c Z� SOD D ° ° ° cn OZ r+�00� MCCA ADZ roc m°Q ��1 :3 ::3 mV mcn Q°�p tin p DF•Q �;0 o r+ x� mDr 0� O r �I oZ0o mccn WALL HT �-U �xm O r+Z? m N OC7> D ° °- , CLEAR OPENING HT 16" 0 o z ° Min z C' cn C C(DI m m� �cn =0 cn c-U o ' o Q� °3 z °° 00 �- (UD)Z oO(D z (D 0U) N :3O �- QD 0— N mD °M CT U) I Q(n -r o �`<° h m 0 ° rt3 CD BCD (D � DD 3 ° �_ D r o m r+ (n p M cn ° � ° 3 3 11-0 r- �D m ��0�a -0Z DD DD v m- Cc) — 1< M TI Z_O X m II r p_ rr E-8 3 Q Q 0� Z in O c'� o� U) C � 5 0�< Gin (n m , m r �m mO (n <o :3 - 0 N z + Q�� D^ cn o O °�� o m m m D rTl N to zuz �p m U C� z 0 W D 0 — N D n m� c m Q �w Mcf) rr m U) �� ;7 m© > ON0my� o 6 1 -Un�cn m� r0) z � zZ=fix �c v - 0 ZYO N=zn I N " 0 N U) -OZ rn D �� m 0 0� 3 �rZ� _ 4 I I �rnn O� 0 F- n° ° �C)�mm n� z �m n�mo 3z- 1 n OD moo = y m r zN m: - rn* Q O ��p D mO (nZ �7 0 Z �O ID' 0, 0 OMmZM pcn Gym Z �� m„�, m Z C)m� C� � Q- ° M = Z m z (� I Z m o M pz � DO NOT SCALE DRAWING .� m BOATHOUSE FOUNDATION T.E. ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner FIRM # C-1997 Peter &Diane Wagner PO BOX 103 854 Hillside Dr c CD i .. 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 A Transylvania County, NC MOBILE (828) 553— 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com DO NOT SCALE DRAWINGS REINFORCING STEEL. Grade 60 and shall have standard deformations. CAST —IN —PLACE REINFORCED CONCRETE. Concrete shall CONCRETE HEADER BEAM, have a minimum compressive ABOVE ALL WALL OPENINGS. strength of 4000 psi at 28 days and shall have 5 to 7% entrained air. Top —of —Beam MAINTAIN FULL LATERAL SUPPORT FOR ALL N WALLS AT ALL TIMES DURING AND AFTER 4 #6 Top Bars CONSTRUCTION. TEMPORARY LATERAL SUPPORT FOR WALLS 10 REQUIRED. � #3 Stirrups at 3" on center N .E for 2—FT each end, then 6" I •� on center in center section N where L > 4—Ft. 6 #6 Bottom Bars o N 0 z Bottom —of —Beam 2" 2" m 8" 0 D z G) ::E D D@ 1 CONCRETE HEADER BEAM — SECTION o� n 5- m o C 1 Not to Scale ;:am �z-a C� r �D m . 3 OZ ID ( C/) D m m N Qom' C — (� I Z m Oz m DO NOT SCALE DRAWING J $ BOATHOUSE FOUNDATION T.E. ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 ° Peter &Diane Wagner PO BOX 103 854 Hillside Dr o 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 Transylvania County, NC MOBILE (828) 553— 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com cn < • (D CD m = o ° N — O Z7 r�-r D' G T 0 0 0 �J C �z 0 O 0 o — n o (D � . w� o� D D QLO h m D F— --I(D — i° m = 0 XO 0 m z (D:3 — � a° x 0 = 0 (D (� O (D U) 0_ fV O 7 rr � Z TT N rt � ° 7 ;a; m -0 (D O T II m 0 --IF ° ao o m F— D D ter+° ° 0 z z 60 - \ • 0 o z < (D o C. ��-Q m z ,n �� ��Fn m • to (D (n w ° CD : �° iM O_N p Q t0 7 O_ C) (D 007� �= — °O� c— o D_ mrn °a° °.o r Q o W c- o (D (D (D O Z Z Z n O (D O (no�gCc) z#z Q � a Z n o_ o ° 0 0-) x 5 co M O (D(D°=- • tQ ° n ° oo �Z)'rno m I j 0Q, L° 1. D ° O N 7 6 rn O 3 0 Z N �O Z �O O Q G7 �DDC� o � a�r D TIC MM r Q(a Z m 0 (D° �,0 o a r = 0-7 m� N (a— N ko �m r0 O — Z Z Z Gi .-. 0_ 0 O _ � (n D (D m Z N (D O_ Q mN co m (D Zm 6). o Z Zo J $ BOATHOUSE FOUNDATION T.E. ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 I Peter &Diane Wagner PO BOX 103 854 Hillside Dr o " 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 Transylvania County, NC MOBILE (828) 553- 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com C7 N T1 O C z z 0 � 0 o 48 bd (-) O M z Z7 I71 D z cL 0 � �•0--0p0� z O�ODD< (D(D0— Q��O z 00 o3 �3600 00 0 c cn ° D 3 Q � : Q- Q C �• Q O Q rr � p (D Q — (D (D —0 O ,-+ Q � Q _ (D - Q N (n CD O Q TO N z F-r-1 03 D > > c O ;0 F- C) Cn Xm mO Qu~m�. 0z Z z(a (� D IDc� m Z iv m < o m zm c). oZ zo J $ BOATHOUSE FOUNDATION T.E. ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 I Peter &Diane Wagner PO BOX 103 854 Hillside Dr N o N 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 Transylvania County, NC MOBILE (828) 553- 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com nZ -::� c) rr*zcn 00 0cn yy=0� ozr7 �C F- MArTlz� -i m O I m O - D m � CWm -j(n / Z -1 z] .-a rTl — / / n cf)� D DOD= mo pODOD O D 18" �Zm CD r � � M / / �N 30" 0 0 M D � D om - W�z� Ef O m m / o o� -III ;:u M z m N� IIII o z cn o cn <= O l cn IIII \ \ \\ m p - r o D Z z M D -n �� \ D Dr�O�' m O U) r ;U ° m0 \ o m0cnrn W C7 0 W �<C;u m = CD ��° � � � �o m mmcn m ° o- 0 3 o m - �1Wc�0 n pp 770 o < - o �00� �0-0 or. n �� CD 0 0 U) zm z(n D OON �cD ° n� g �0 fi0 a0 0 0 G7� �- -o3D� >o n� 0 mDo0 cn3�n M �u N CD O 3 CD rt— Q O �rrC (Din r < 3 CD (p O� D0 �D-o C0 CD s� N- z co 000�� o p O O° X, Z z=_= m o m m D N O rT10 mmm o<D Dr �� O +0 (D ZYO c��Dmmmm� Z ZJ ° to O Q tQ O O D —^ 0 0 0 Z Z V1 O> 0 Wrt �DDO� -1ZM O O 0 ��zT -i���cn-�m� 0 0 D 0 �� DO�Cm cf) F DOpD0O� 0+ r z D D u, �z oomDmo mzmoom 0 0 O m Mm =mo= Dm 4 �7W co U) _ O mm= z CQn �� FM mm M mrOOD (nOOo pCmmn r Dr'l Z 7\z� Zz D z cn n nOD Dm mz z mn m�Zm) xO-j W r n DoD z m� M�Dz o n�mCo� �,�o O=Fo � FD oW���C �cn� mmOZ m T = r I O D= �2D>,OZ r� .Z7N ��ZZ�7 M A D D C) o m = o� D o m O m, m -n O.0 0 r- n �� m =moo = 0OD �J0:O- m m o r m x- m z X0 E� Z� {m m D r�Tl� �pD 0 n 002 m Z(a cn� =m m D WO z Z Z ;a =n Z z ;U cn (D D Z ;�\- O Z m m o F--1 -9 o O < mN WD �D C (Dm D m� � D C7 I O = - O Oz n� m �� m0 - Z Op n ? m J $ BOATHOUSE FOUNDATION T.E. ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 I Peter &Diane Wagner PO BOX 103 854 Hillside Dr o 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 Transylvania County, NC MOBILE (828) 553- 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com TURBIDITY CURTAIN SYSTEM ANCHOR SYSTEM AND LAYOUT DETAILS Where the work is performed at Normal Pool Elevation; Use Coffer —Dam Method to create a dry work area. Furnish and install three (3) rows of Turbidity Curtains around the work area, on the wet side of the Coffer Dam. Remove at completion of work. TURBIDITY CURTAIN DETAIL Not to Scale J $ BOATHOUSE FOUNDATION T.E. ALLEN ENGINEERING, PC Prepared for: Peter & Diane Wagner RRM # C-1997 I Peter &Diane Wagner PO BOX 103 854 Hillside Dr a o 23 North Club Blvd, Lake Toxaway ROSMAN, NORTH CAROLINA 28772 Palm Harbor FL 34683 Transylvania County, NC MOBILE (828) 553— 004 _ 744-5484 pwagner@megaindoor.com PIN: 8513-72-8080-000 email : tealleneng®compodum.net pwagner@sumprint.com