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HomeMy WebLinkAbout20100717 Ver 1_401 Application_20100910 AuLnist 25. 2010 Ms. Lori Beckwith Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue. Room 208 Asheville. North Carolina 28F01 Dear Ms. Beckwith: 2 0 1 00 7 1 7 7 4?1!AIFLD ? mz ?V ?.. ?, L SEP - Z 20i0 D ?fRBRI W RE: Pre-Construction Notification Fontana Lake Estates Entrance Swain Count),, North Carolina Please find attached the Pre-Construction Notification package for a proposed new entrance into the existing Fontana Lake Estates residential subdivision on Hipsher Cove Road in Swain County for review. The proposed alignment is along the Little Tennessee River uphill from the existing entrance and will cross three unnamed tributaries. Please contact Becky Johnson or me if you have any questions or concerns. Sincerely, MCGILL ASSOCIATES, P.A. RHONDA H. HONEYCUTT, El Engineering Associate Enclosures cc: Ms. Cyndi Karoly. NCDWQ 401/Wetlands Unit (w/ enclosures) Mr. Dave McHenry. NCWRC Mountain Region Coordinator (w/ enclosures) Mr. Bryan Tompkins, USFWS (w/enclosures) Ms. Sharon Chilson, Fontana Lake Estates (w/ enclosures) Mr. Dale Pennell. PE, McGill Associates 117V?009109.00107U.ctiers\I1SA('E. - 1h2:iauL,10.docx 1 dl - f 4? I el +I l- F it {) C 20100717 Office Use Only: Corps action ID no. DINQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. rlpplp('c`i.I11; I&YfOi"It1atI14Ff PA Irn 1. 4 Processing 1a. Type(s) of approval sought from the ...;, ®Section 404 Permit ? Section 10 Kermit. Corps : 1b. Specify Nationwide Permit (N\A/P) number: 29 or General Permit (GP) number. 1c. Has the NWP or GP number been verified by the Corps? TZ Yes ? No 1d. Type(s) of approval sought from the DWO (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: Fontana Lake Estates Entrance 2b. County: Swain a e' 17, v ' r 2c. Nearest municipality /town: Bryson City 2d. Subdivision name: Fontana Lake Estates C 2e. NC DOT only, T.I.P. or state project no: DENR•WATER QUAUTY 3. Owner Information 3a. Name(s) on Recorded Deed: Redneval, LLC 3b. Deed Book and Page No. 3181967 3c. Responsible Party (for LLC if applicable): Bonnie Ragland, Fontana Lake Estates Property Owners Association 3d. Street address: 40 Lake Cliff Point 3e. City, state, zip: Bryson City, NC 28713 3f. Telephone no. (828) 226-7548 3g. Fax no.. 3h. Email address: bragland@dnet.net Page I of 10 PCN Form - Vp.rsion 1 3 December 10 2008 \/ersron F4. 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.: 41). 5. Email address: - - - - - Agent/Consultant Information (if applicable) 5a. Name: Rebecca Johnson, PE 5b. Business name (if applicable). McGill Associates, PA. 5c. Street address: 55 Broad Street 5d City, state, zip: Asheville, North Carolina 28801 - 5e. Telephone no.: (828) 252-0575 x167 _ 5f. Fax no.: (828) 252-2518 5g. Email address: becky.johnson@mcgillengineers.com Page ') of 10 PCN Form -- Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification - ^- la. Property identification no. (tax PIN or parcel ID): 665201165298 Latitude: 35.3753 Longitude: - 83.5193 1b. Site coordinates (in decimal degrees): I (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 140 acres 2. Surface `raters 2a. Name of nearest body of water (stream, river, etc.) to Little Tennessee River proposed project. - --,--'- -- 2b. Water Quality Classification of nearest receiving water: C 2c River basin Little Tennessee 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: Mostly forest; Entrance road to Fontana Lake Estates; Surrounding area is single-family residential 3b. List the total estimated acreage of all existing wetlands on the property: 0 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property. 1,000 LF _ 3d. Explain the purpose of the proposed project: To construct a safer and more stable entrance to the existing residential subdivision. 3e. Describe the overall project in detail, including the type of equipment to be used: Heavy, tracked equipment will be used to grade, and trucks, rollers, and a paving machine will be used to pave, the road. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ? Yes ®No ? Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? 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 I ? 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 ')of 10 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 -- ---- ? Yes ? Corps 1Nr1 ? P ? T ? No ? DWQ -- -- ? Yes ? Corps w2) ? P ? T ? No --- ? DWQ --- - - ? Yes ? Corps VV3 ? P ? T - ? No ? DWQ - - ? Yes ? Corps W4 ? P ? T [I No _ ? DWQ _ - ? Yes ? Corps W5 ? P ? T ( - ? No ? DWQ --- ? Yes ? Corps W6 ? P ? T ? No ? DWQ 29. 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) Unnamed Trib to ® PER ® Corps 5 60 S1 ®P ? T Culvert Little Tennessee ? INT ? DWQ River Unnamed Trib to ® PER Zl Corps 5 32 S2 ®P ? T Culvert Little Tennessee ? INT ? DWQ River Unnamed Trib to ® PER ® Corps 5 35 S3 ®P ? T Culvert Little Tennessee ? INT ? DWQ River ? PER ? Corps S4 ? P ? T ? INT ? DWQ _ ? PER ? Corps S5 ? P ? T ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DVVQ - _ ,h. Total stream and trit)utarV impacts 127 Page -) of 10 PGN Farm - 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 01 ?P?T 02 ? P ? T --- 03 ?P?T 04 [1 P El T 4f. Total opera NSat er impacts ? - - -- 4g. Comments. _ 5. Pond or bake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feel) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. 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 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 required? - B1 ?P?T ?Yes ? No _ B2 ? P ? T ? Yes ? No B3 ? P ? T ? Yes ? No _ _ 6h. 't'otal buffer impacts 6i Comments: Page 5 of 10 PON Forrn Version 1 3 December 10. 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Road is being graded primarily along an existing road bed lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion control will be stressed on this project _ 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory !Mitigation for impacts to Waters of the U.S or Waters of the State? ? Yes 0 No ----- 2b-. if yes. iiiiti_ration iF. required b% (chcci, all Thai apph ): I ? DWG ? Corps 2c. If yes, which mitigation option will be used for %his i project? ? Mitigation bank ? 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 41b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWG 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 6 of 10 PCN Form - `e!-sion -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 M 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., payiiient to private mitigation bank. permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund) 6h. Comments: Page 7 of '10 PCN Form - Version 'i 3 December 10, 2008 Version, E. Stormwater !Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No within one of the NC Riparian Buffer Protection Rules? lb. 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? i ? Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Not a Phase it area 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 ? NSW 3b. Which of the following locally-irnplemented stormwater management programs ? 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 ? Yes ? No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? El Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? - - ? ® Yes ? No Page 8of10 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? lb. 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 ? 'yes ? No letter.) I 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 2r,. 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 Ell 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. Page 9 cf 10 -RCN Forrn .- Version 1 -? 1-Jecembei 10 2008 \Ieisio n S. 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 i ® Asheville - ` 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS - Endangered Species, Threatened Species. Federal Species of Concern and Condidate Species, Swain County, NC (http:11v,nvvn1y f1ws.gov/nc-es/es/countyfr htrril) 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? South Atlantic Fishery Management Council - South Atlantic Ecosystem IMS (http://ocean.floridaniarine.org/efli_coral/ims/viewer.litm) 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? NC Office of State Archaeology (http://Aivvw.archaeology.nedcr.gov) 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? FIRM 3700665200J, Effective April 19, 2010 Applicant/Agent's Printed Name Applicar't/As Signature ' Date an authorization letter from the applicant (Agent's signature is valid only if is provided.) Page 10 of 10 PCN Form -- Version i ) December 10. 2008 Version 1?gg ESTATES - 4 Auc-ust 20, %010 I`IS. _chCCB .I 1111SOll, ?_1_ N cGi11 Assoc.iaies 55 Broad Streei P.O. Bo_, 2259 Asheville. NC 2880) RE: Permitting Process for Corps of Engineers bear Ms. Johnson: On behalf of the Fontana Lake Estates Property Owners Association I bereby authorize McGill Associates, an engineering firm, to act on behalf of our organization to seek and obtain permit(s) for the crossing of three small streams necessary for the construction of a road leading to the entrance of our development. We have received approval for an erosion control permit from Swain County and would like to begin construction as soon as possible. To do so it is necessary to obtain approval from the Corps to cross the above-mentioned streams. Thank you for your assistance in this matter and please advise if any further information is required to complete this process. Sincerely, Boruue Ragland, President Fontana Lake Estates Property Owners Association 828-225-7548 braLiland(a?dnet.net iltil; ?'D011.0,"i vne Parton C"masmicticn 1 u. Boy: 1.2 %5 Bqmon CAI 14C 2 8713 Augmt 19. 2010 TO AVH C%1 1T WY C OlQUE- is As ll"1 oo17L! CtG1 1010 bUlli Wd f?ll??it? ?d il'. IOad, ?n the FGl"il?!i)a ?_al;.e E6i tes deticl0? '"!_<+ t, M, Wm e cut M on aj that uossrs Hipsher Cove Road outside the current gate to the Welopmeul has bem in pm i?Ce the propel-ty '" al-s Vr1???1 by Al , l Iato-nal {'CICSt 'S'Ivice. This road was used by heavy trucks for the purpose of logging for approximately 30 years prior to the purchase of the land for residential development in 1995. Yours truly, Wayne Parton 8217360984 M Channel Report Hydrallow Express by Inlelisolve 60 feet of GtaiP 48 in Dis @ STA 20+00 Wednesdav. Aug 25 2010, 12:31 FIJI Poser-defined Highlighted Invert Elev (ft) = 1769.00 Depth (ft) = 1.23 Slope (%) = 10.00 Q (cfs) = 76.00 N-Value = 0.025 Area (sgft) = 4.74 Velocity (ft/s) = 16.03 Calculations Wetted Perim (ft) = 6.02 Compute by: Known a Grit Depth, Yc (ft) = 220 1<11O 11 0 (cfs) = 76.00 Top Width (tt) = 3.97 EGL (ft) = 5.22 (Sta, Ell, n)-(Sta, E1, n)... (2.00, 1772.00)-(1.20; 1771.83, 0.025)-(0 89, 1771.67, 0.025)-(0.53, 1771.50, 0.025)-(0.51, 1771.33, 0.025)-(038, 1771.17 0.025)-(0.27, 1771 00, 0.025) -(0.18. 1770.83, 0.025)-(D.1 1. 1770.67, 0.025)-(0.06, 1770.50, 0.025)-(0.03, 1770.33. 0.025)-(0.01. 1770.17. 0.025)-(0.01, 1769.83, 0.025)-(0.03, 1769.67. 0.025 -(0.06, 1769.50, 0.025)-(0.11, 1769.33, 0.025)-(0.181 1769.17, 0.025)-(0.27 1769.00, 0,025)-(3.71 1769.00. 0.025)-(3.82, 1769.17, 0.025)-(3.89; 1769.33, 0.025 -(3.94, 1 7 69.50, 0.025)-(3.97, 1769.67, 0.025)-(3.99, 1769.83, 0.025)-(4.00. 1770.00, 0.025)-(3.99. 1770.17. 0.025)-(3.97, 177033, 0.025)-(3.94, 1770.50; 0.025 -(3.89, 1770.67, 0.025)-(3.82, 1770.83, 0.025)-(3.73, 1771.00, 0.025)-(3.62.. 1771.17, 0.025)-(3.49. 1771.33, 0.025)-(3.322 1771.50, 0,025)-(3.11.. 1771.67, 0.025 -(2.80, 1771.83, 0.025)-(2.00. 1772.00, 0.025) Elev (ft) Section Depth (ft) 1768.00 - -- ._ - - - -- - - - = -- - - -1.00 0 5 1 1.5 2 2.5 3 3.5 4 4.5 Sta (ft) r_ v r Darnel Report Hydratlow Express by Intelisolve 32 feet of GMP 43 in Dia @ STA 25+50 Wednesday. Aug 25 2010. 12:56 PM User-defined Highlighted Invert Elev (ft) = 1825.40 Depth (ft) = 1.22 Slope (%) = 14.40 Q (cfs) = 90.00 N-Value = 0.025 Area (sgft) = 4.70 Velocity (ft/s) = 19.14 Calculations Wetted Perim (ft) = 6.00 Compute bye Known 0 Crit Depth, Yc (ft) = 2.41 Known Q (cfs) = 90.00 Top Width (ft) = 3.97 E G L (ft) = 6.92 (Sta, El, n)°( Sta, El, n)... (2.00 1828.40)-(1.20, 1828.23. 0.025)(0.89, 1828.07, 0.025)-(0.6B, 1827.90. 0.025)-(0.51; 1827.73. 0.025)-(0.38, 1827.57, 0.025)-(0.27, 182740. 0.025) -(0.18, 1827.210,025)-(0.11, 1827.07, 0.025)-(0.06, 1826.90. 0.025)-(0.03.. 1826.73, 0.025)-(0.01. 1826.57. 0.025)-(0.01, 1826.23, 0.025)-(0.03. 1826.07. 0.025 -(0.06, 1825.90, 1025)-(0.11, 182573. 0.025)-(0.18, 1825.57, 0.025)-(0.27, 1825.40. 0.025)-(3.73, 1825.40, 0.025)-(3.82, 1825.57, 0.025)-(3.89, 1825.73, 0.025 (3.94, 1825.90, 0.025)-(3.97, 1826.07. 0.025)-(3.99, 1826.23, 0.025)-(4.00, 1826.40, 0.025)-(3.99. 1826.57, 0.025)-(3.97, 1826.73, 0.025)-(3.94, 1826.90, 0.025 -(3.89, 1827.07, 0.025)-(3.82, 1827.23, 0.025)-(3.73, 1827.40, 0.025)-(3,62, 1827.57. 0.025)-(3.49, 1827.73, 0.025)-(3.32, 1827.90, 0.025)-(3.11, 1828.07, 0.025 -(2.801 1828.23. 0.025)-(2.00, 1828.40, 0.025) Elev (ft) Section Depth (ft) 1829.00 -- - - - 3.60 - 1.60 0.60 1825.00 1824.00 5 0 5 1 1.5 2 Sta (ft) - -0.40 1.40 2.5 3 3.5 4 4.5 A. V } Channel Report Hydraflovv E>zpress by Intalisolve 35 feet of MP 36 in Dia @ STA 27+00 User-defined Invert Elev (ft) = 1840.30 Slope (%) = 14.40 N-Value = 0.025 VVednesday. Aug 25 2010, 11:56 AIJ Hightighted Depth (It) = 0.82 Q (cfs) = 42.00 Area (sgft) = 2.71 Velocity (ft/s) = 15.50 Calculations Wetted Perim (ft) = 4.69 Compute by: Known Q Crit Depth, Yc (tt) = 1.70 Known Q (cfs) = 42.00 Top Width (ft) = 2.87 ECL (ft) = 4.65 (Sta, El, n)-(Sta, El, n)... (1.501 1842.30)-(0.90, 1842.18, 0.025)-(0.67, 1842.05, 0.025)-(0.51, 1841.93 0.025)-(0 3B, 184130; 0.025)-(0.28, 1841.68. 0.0251 (0.20, 1641.55. 0.025) -(0.14. 1841.43, 0.025)-(0.09, 1841.30, 0-025)-(0.05, 1841.18, 0.025)-j0.02. 1841.05. 0,025)-(0.01. 1840.93, 0.025)-(0.01. 1840.58: 0.025)-(0.02. 1840.55. 0.025. -(0.05, 1840.43, 0.025)-(0.09. 1840.30, 0.025)-(2.91, 1840.30: 0.025)-(2.95.. 1840.43. 0.025)-(2.98. 1840.55. 0.025)-(2.99; 1840.68, 0 025)-(3.00. 1840.80. 0 025 -(2.99. 1840.93, 0.025)-(2.98. 1841.05.. 0.025)-(2.95, 1841.18, 0.025)-(2.91: 1841.30. 0.025)-(2.86. 1841.43, 0.025)-(2.80, 1841.55, 0.025)-(2.72, 1841.68. 0.025 -1262. 1841.80, 0.025)-(2.49. 1841 93, 0.025)-(233. 1842.05, 0.025)-(2.10.. 1842.18, 0.025)-(1.50. 1842 30, 0 025) Elev (ft) 1843.00 - Section 1842.50 -! - - ---- -- ---- I 1842.00 i _ - T --- - ? . 1841.50 1841.00 + I i I 1840.50 1840.00 I i i 1839.50 -- -.5 0 5 1 1.5 2 Depth (ft) - 2.70 _ - --- --' -- -0.80 2.5 :3 :3 1, Sta (ft) UNITED STATES h DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY TENNESSEE VALLEY AUTHORITY NOLAND CREEK QUADRANGLE "9e rm?E MAPPING ?RYICES ERgNC4 NORTH CAROLINA 7.5 MlNtrc SERIES (TOPOGRAPHIC) 151NE P°'a ;ax w.,.? 1 M -fir nI ,R - vvao r,e . m. ?, ,r A? 4s? i ? ? 3p ¢. 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Iz, ga>m i p?0 O z O M C13 V r W (n N J Q U w CO Oaf z w o w Cb U') ?? yc p4aas ?SZ ?_• v ` fp = U rp 41 Li) ? Y N 70 ) _ N N Q U rn v it II p w - Ln . 6 .. L'0 1 C 'D CL?°W v ^^ _ c a r2 0 019 ?r C u m m Q O O p +? + fu fu M rip ON-1 ON U()? C c C a m 4-+ w O C O C O ?o. In r0 .rte m O 00 Q a 4 j s ; N re) - _4 N ?U) >, ? N U r r z? y ro a L 6 4O (j x0 z a 4 oF'o J fu C p Co > rd r0 C L ?: w 10 O U ¢ u N 0?Q?O JO ?a ?GN U U N w? O U- ? CL m O L. O N L- 4-1 4-1 CL w cn Lu O aG, Ln -( J m QU7 OCLz rY 11.1 LLJ `u J No tl ?,tl ?.i X0 \ 00 ?` Ol OC" 01 e6:5 e? o? E ro - v- v rp p yc c .,_, N v a u ' v ? v v l 4? v u v i II II -- - - ------------ z O m6m w U1 N QUm Oaf z Z w t ' setback w 0 25 098 t a2 1 - - w - ?" - ---- 25 setback 9ass - ?, ------ m - --- E -- - P 4 etback O 7 5 ' aCV- ? T- 008 r c4 Ee 0000 ? g V Iry a - b ? ? 60 yr0 0 - ? C - 0 -lu ° ? ? -- OCR ' os+ O 10 ?+ xum OZ8T C / Lv o ? ,coa mZ E / ye OtigT C a ° M v a- A o U0, ) 6 / N 0 'a v J ?Ln i, VV 01, / 0,98 T Ob8T 0 ___-_____ - ------------ -_____ _1 0981 ------------------------------------------- --- 006T ----- z O m ? m w 0-6 p ? ? OZ6T CO aUw O a 57 zz w j w _-- ---- - O Co Lr) C 'O + O 0 (Y) d?-J U C a m O C N? d n?> ? W N i '4U ?- - a fo v 3 SUnxz° ry a J C'v p'nCO ?,z ? ro,c0? m 3 moo o c O O +_j r o D o ? Nz. Eo N 4 ) >- 'S C t N u w d O v C C LL a to O_ ry O L 1J J-i a C w? - a rs e a T 1 u ~11 ~ / ~ ti ~ I 1 O ' ~ N o l ~ ~ ,1 ~ ~ , ~I~ ,N 2 t+rn 1 o ~ ~ 0 / ~f 9 9 ~ i 1 a 1 i :1 5 ~ ~ r~ l ~ ~ 0 ~ 1 N 'ti a \ .I, , ~o I' D 0 ;l ~ 1 , \l l 4 ' L. i2 1 ?'~~717 f ? -y VICINITY MAP not to scale ~ 1 c~ da~T~ pcNSi~~;~14TS E~~dCtg X06 srrE 16' EXISTING ASPHALT ROAD .LT ROAD ° FONTANA LAKE DRIVE TO ,IVE TO HIGHWAY U.S. 19, 76 9~ 76 EROSION CONTROL PLAN FOR ~,„`TENNESF fONTANA "'~F~ LAKE DRIVE FONTANA LAKE ESTATES F~ TO BRYSON CITY TQ ,9 Property Owners Association ~~n~~-.-n~~r -~~~,~,nFr~r NANTAFIACR t r ivniv IrAl tnuy i vvvI tar GORGE 3aP SWAIN COUNTY, NORTH CAROLINA J W W LAND SURVEYING PC 200` 0Y 200' 400` 600' P.O. BOX 1132 MURPHY, NC 28906 SCALE: 1 = 200' (828) 837-5628 CONTOUR INTERVAL = 20' I i 1 1 f 1 I ~ I + ~i 3 ~ ~ 1 ~~~11 ~ ~ 1 1 I ~ ~ I ii ~1~ 1 ~ ~1 1 1~ 3` 1 { ~I~5~ < ~ ~ 1` I : I I . ~ ~ I 1 1 ~ Ip1 I i i }1 ~ 1tr1 Ip` ~ ~ 11 011 ~ t ~ ~ i } ~ O ~ i ~ ~ 101 ~ } iii I ~ \ ~ 131 i Ip 11 I 1 ' I l.p ~ I ` \ 1 ~ l I I ` \ t l 1 ,t 1 1 ~ ~ 1 I' 1 a-' 1 I ~ t 1 pl l I ~ 1 't I;/~ ~ I ' ' 1N1 , ~d~ ~ ~ ~ IV`s + I ' ` INI l / . 1 I A\ 11 1 1 1 1 ~ ~ ~ ~ 1 ' 1 1 , t _ ~1 1 / - 1 ~ \ 1 1 y 1; ~ - S r ~ ~ A 1 1 1 1 1 \ 1 t ~ ~ ~ ,4 r' ~ ~ 1 ~ 1 1 1 ~ 1 1 1 ~ i ~ ~ ' / . i I I I 1 1 Ili 1 ~ ~ I. ~ 1 } / / ~ i 24 CMP ' ~ i ! ~ 1 I i ~ } ~ i 4 i ~ 1 1 } i 1 1 ~ ie;17495~5 ~'I 11 1 } i t I I '~~:~sr~=~ 1 1 I ~ i i ~ ~ 1 1 p p } w 1 ~ ~ I IA ron } I i I I ~ I , li , ~ ~ ~ p 1, ~ ' I 5.0 1 I~ ~ , I~~~ ~ 1 ~ 1 le 1~9 } I ~ . , r I I 1 r I I ' II ~ I .I / 1 I I , 1 } / ` ~ / ~ r I i ~ it ~ I' ii / ' ~ i I ~ I to 9~.8 , ~ 1 . , ~ 1 I r i61 i % 1 I } I~ r I ~ t ~ I ~ Iol ~ i ICI ~ , I i~ , ~ i ie 1880.0 / I I } i Iol~ i I I / ~ I i iii j i II / ~ r ~ 1 it 1 ~ w" i ' I i F I Rip Rap ~ 1 ICI 1 INII ' ,r, \ i / ~ / f Aron ~ \ ~ / 1 I NI i i 1 I I / ~ V 1 i I 1~ L ~V 11 r-~ ~ I II ~ ~ ~ I t ~ i I I t i f t~; ; i,~ ~ - ~ i h I ~ ~ ~ ~ l I I I I' J ' ill I ,1~ ~ . / i i . i ~ I II I t ~ I ~ i i 1 i i ~ ~ ~ I r ~ ~ l ~ ~ ~ C~ i l I ~ / / 1C ~ I % I I ~ i ~ / I I 1` 1` R / ~ ~ i ----r ~ f ~ ~ , ~ .aC 1 , 1;, E TYPI EI --"ice ~ ~ ~ / I I ` i i , 1` ~ , I ~ ~ } 3 1 I I 1 i II / I I w/ I ~ / ~ I ' I 1 ~ ~ ~ ~ ~ ~ ~ I ' I ! ..i ~ J~ r ~ i! t 1 ~ r t f S~ 1 . I ~ '1 i / r ; ;'1L~i ~ ~ ~ ~ of ~ y! : \ ' ' r I 1~ ~ o ~ / A v ' F r i ® ~ r ~ rpl ~ o ~ \ 1 ~ cl _ 1~1 ' 0/ i ~ / S i 1 , ~ 1 1 i ~j ` 1 iI 1~1 i / ~ ~ ~ / / .o, ~ 0~ ~ ~ / 1 ~ - , ~ y ~ _ / , / i / 1 _ i / ~ / ~ / ~ / i ' ~ ~ 1 1 r ( / ~ 1 c / / ~ / / ~ / / ~ ~ / / / 1 1-- ~ A i i ~ 1 1 25' setback ! ~ 1 ~ 1 / 1 / C P ,,u~ / / / ,•k . ~ '1~ .I'r rt / / ~ ~ , ~ ~~ti: 24 Rip! Rap _ - ~ 24" Rip, Rap / L n th o 60 .A:~,~~a ~ / ~ Apro Apro~ ~---_y-r _n c ~ / I f , a eter: 4~ " heck Dam ~'o eo 10% S p 0 / 10, gravel / F~`ar d end Sects ~ existing ~ see detar~ r%'~ , i see details / / ~ i / i' p ~ ~ / I ~ r / I ~ i / ~ 1 ' =Silt Fence .-i 1 I ~ ~ / ~1\ - ~ Cana I nverta 1769 ~ ~ , see detail , f P~ a 176 .~~d ~ - ~ otto e , j i / / / ~ ' / I 1 / I -i i ' ~ / / ' I ~ / i I l ~ ~ / ' % i ' r~ s~ ~ ® , i I % / l ~ ~cr/ / ' ' I ( / ' I a ~ ~ /~~et ~ ~ ~ i. ' FICI-- SECTI ' Construction - ~ ~ ~ UB 1 ' % \ F / / Ent Exit / ~ / ~ / y/ See Detail / • . ~ . , y i ~ ~ , to/, / I ~ ~ / i ~ ~ ~ / / ~ ~ / i ti' I , ~ ~ S / / / .e ~ ~ /a. Lake Estates / ~ .G ~ / ; ~ U i ~ ~ . / ~ / ~ r i r ers Association ~ . ~ / F ~ / , / ~ ~ / / .i ~ p / / / i / / / ~ i' tr r away Plan Road A o~ ~ ie 7 4,5 ~ / / ~ ~ / Q . / ~ tati to Station 12+00 i i i o / / ~ ~ / ; ~ / ' ~ / i , ntr dway Plan Road B ' ~ Y\ / , ~ / / / i ~ / ~ ~ r,; G tai + Station 23+00 ' ~ / ~ / / i~ / n , ~ j ® " ~'al, / ~ ~ Land Surveying PC i ~ ~ , ~ 6 / , / I~ ~ / Box tt32 ~ ` t, q~~ / - rpy, NC 28906 4< _ ~ / 20' 0' 20' 40' 60' / ~ ~ / i~ / i/' ? SCALE: 1" =20' i~ / C:- ~ % i~ / / EXISTING CONTOUR INTERVAL = 20' PROPOSED CONTOUR INTERVAL = 4' ^ ~ / / r ~ I I 1 I 1 ~ ~ 1 CMP ~ , V/ ' ~ I Len th a 35' a\ 9 ~ ri 1 ` ~ Diamotera~,36 o ~ ti ~ L; I I 11 ~ , ~ ~ 1 ~ ~ \ Slope; 14.4% t ~ ~ ~ 1 , ~ 1 h' i ~ Flared End Sectian ~ j ~ I 1 ~ C ~ r i 1 ~ see details _ I . y ' ~ k ~ ~ ~ - ~ 1 4~' r 1 ~ ` ,a t 1 , t I 1 ~ b ~ . off. I 1 24" Ri Ra ~~o ~ ~ ~ ~ ~I 1~ !"f' i ~ ~ Apron ` ~ ~ r ~ ~ ~ ~ ~ °J_ ~ ~ 1~ t , st7," / -'~"-mow ~ SS ~ l ~3 \ ~ I / ~ I 1 1 t - ` ~ \ ~ ~ l ~ I~ ~ ~ ~ i ~ ' 1 ~ ~ ~ 1 1 Y I ~ ~ 11 ® r - . , ~ . ~ ~ ~ ~ ~ ~ I 1 rl I ~ ~ \ ~ ~ ~ ~ 1 ~ ~ ` ~ ~ ~ ~ 1 , 1 ; ~ ` 1 1 1 , \ He all 1 I r ~ ~ ~ r . ~ ~ nnel Invert° 40,3. ~ 0 ~ ~ ~ I \ / ' \ r 11 ( rr , ~ atom o e. 1 9.3 ~ 1 t v \ 1 ~ ~ 6 ~ e. / / ~ ~ h I , ~I i i , i r' ~ \ ~ ~ i ~ ~ i ~ i \ , 1 I i , \ S \ / I 1 t'~ j i \ i` S 1 . A A ~ i \ ~ ~ ~ \ ~ ~ ~ C CMP ` ~ / i s. I ~ , ~ ~ L n i i"~ ; ~ ~ ~ ~ ~ 1 ~ 9 ~ ~ ~ ~ L~ngth,.<'3 ~ ~ 'ar~eter; 4 " ; ~ ~ ~ ~ 1 ~ ~ d SI ,e. _ l I 1 1 SI, ~~e\ 14~4~% ~ 1 1 ~ S 1 ~ ~ ~ ~ , , s, ~S . ~~$aIOS 11 ~ ~ ~ Headway' s ~ I I'~',1~ ~ ~ , 1 ~ ~ ~ 1 ~ 6 ~ 1 1 d 5 ~ ' ~ ~ ~ i ~ 1 1 ~ ~ , ~ 1 ~ ~ ~ i i i ` I t ~ ` ~ ~ ~ ' t t ~ , t , , . , ~ i ~ ~ i I i i ~ ~ / / ~ ~ ~ I ~ 1 I ~ ~ - Headwall ~ ~ , ~ Channel In ert: 1825. ~ I _ ; ~ bottom o , i e: l82 :4 ~ i f ~ ~ ~ ! I i I i i ~ ~ I , , I / i ~ ;i I I®1 ~ 1 t r r ~ ~ r r z8 11- r r r ,~i~ ~ ~ r r , r / r ~r , ~ ~ r r i r .7 r , ~ I ~ ~ ~ ~ i ~ ~ ~ r , , ~ f1 , , t ~ ~ ~ ~ r t i i , ~ ~ ~ r r ~ ~ l Sy r r r r / / ~ ' r ~ r I r i ' r ~ i ~ ~ 1 _ ~r~ r ~ ~ ` / % ~ i ~ }~1~ ~ ~ ~ i 7 / / / o, ~ , I I , ~ ~ ~ j ~ ~ ' NUMBER 2 ~ 3 ~mi ~ I j ~ ~,~o~ I , ~ i ~ ~ i ~ , i ~ i ~i ~ / I l ~ o~, , i i i. I ~ _ ~ ~ ~ 1 18" CMP ~ ~ ~ _ i ; , I ~ / r, , I ~ 5l~ ~ / 50 . , ~ 1 i'r ~ ~ , 1 ~ 1 / / / / I ' ~ ~ ' ~ ~ i I 1 a ~ l i i i ~ / ~ i ~ I 1 I ~ / r ~ / ~ ~ ~ ~ ~ ~ _ - ~ I r t ~ I j i t ~ l r..~ ~ ~ ~ r~ I I ~ i rl I, I I'~ ~ ~ - i 1 1 r ~ ~ ~ _ ~ I I~ I 1 ~ ~ r ~ 5 r. I I I ~ 1 I ' ' r ie 1860.0 ~ , J r le 1868:4 r , i ~ t r §r Ri Ra ~ 'r r ~ ~ ,p p 1 , I I~~ ~ i i ~ lil` 1 i , ~ ~-A ron 1 t , p ~ / i I ~ ` I r , ~ ~ ~ ~ r , . _ ~ _ ,24 CM ~ ~ Rip Rap ~ , i ~ ~ ~ ~ i ` ~ w , ; Apron ~ ~ t~ ~ ~-~w i', ~ ~ ~ t i ~ ~ ~ ie 1 09.7 ~ ~ ~ ~ ~ 1 - __I, 1 I I , t , 1 ~ i ; _ check Dare ~ I ~ ~ e 1 09.2 , ~ ii t i I ~ ~ I ' t t 1 ` ~ ` ~ ~ see detail t I ;i I 1 t ~ t ~ I ~ ~ t 1 ~ I t i ~ ` ® ~ 1' ~ ~ r t ~ ~ 1 A ~ i r 1~ 1 1 t~ { r T 5 r l ~ 1 ~ I r 1 ~ , ~ ~ ~ I r 1 ~ r , ~ rl ® r f ` \ ~ =Silt Fenee ~ , ~r r ~ r , ~ ~ , , , ~ See Ifi' ~ ~ ~ ~ Irr r ~ r << ~ ~ > > ~ ~ i ~ ~ ~ ~ i ~ ~ ~ i ~ , r ~ , ~ i l i , r 6\ r r ~ ~ i ~ ~ ~ , i 1 ~ ~ ~ ® l 11 Q\~ ~ \ ~ \ ,l \ i r i / ~ ~ d ~ ~ ~ ~ ~ t ht ~ i , , / ' ~ ~ I `I ~ `iii ~ ~ ~ \ \ \ t ~ _ ` ' I , ~ rr mr ~ n ~ S1 ~I ~ 1 ~ p~ 1 ~ V ~ 1 ~ A ~V ~ ~ I ! i r ~ , ~ ~ V ~ ~ ~ ~ ~ 1 1 1 r~ I ~ O r ~ 1t4~1 A ~ ~ ~ ~ ~ ~~y1 ~ ~ ~ ~ I ' r ~ ~ 1~~\ Z r ` I ; ' t ~r ` r~,r , ` 1 ~i ~ ' ~ i; , asl ilkl u V~ ~ ~ ~ ~ ~ s n n a 0 ~ it , , ~ ' 1 I , ca r s w e r e ~ o ~ ~ ' ~ ~ ~ E ~ ~ ~1~ ~ ` ~ ~ ~ ; r ; ~ , k ~ ~ ~ ~ , oa ~ . . ~ a a r n oa n ce , a , ' , ~ N / I , (D • 1, r t (D I I: r ' fi t a ion , 0 ion a _ p ~ .1 ~ t ' E i t 1 l~ ~ ~ 4 '1 1 ~ ~ t r.: Sy t ~ C1 U rV I ~ ~ . , a ~..S , r, ~ , n~ ~ ~ ~ 1 i ti l ! ~ 1 ~ ~ ~ 1 1 1 ~ ~ r . rl i r X ~ r ® ~ Ir ~ ~ ~ Ri R Rip R~p ~ 24" CMP ~ i ~ ~ p ~p Apr®n ' ~ i ' M r ~ r~ ~ Apr®n u ~ ~ r r ~ ~ le 1795,.5 ~ ` ~ i r 20 0 20 40 60 ~ , a'~'^' I i I'%-# I 1 11 It SCALE: 1 = 20 g5 0 EXISTING CONTOUR INTERVAL - 20 , . r PROPOSED CONTOUR INTERVAL = 4' J fe 9,9.8//