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Home My WebLink About20041025 Ver 1_Complete File_20040623 (2)Maston Hodges DWQ# 04-1025 v2 April 30, 2009 Page 4 of 4 DWQ Project No.: Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: County: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Engineer's Certification Partial Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Date Registration No. Ljlj SKYLINE SURVEYORS 7 :3.3 -F~ ~UR SHEET PAGE 01 08/21/2004 05:25 8282525gn SKYLINE SURVEYORS, P.A. 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I.~: 'oj '.........~,. ..._......w.''''..__..."..,_...,......._,.....___.___~___..._....._......,,'~_..........~."....,..._ ....---.---..--..........,..-..---..-.''''..............-.-.-.................~....'~.."n._........._..._,......'........"....____,~..........~.-._._.._.---.--.......'r........_._...._....._....,.."....."......._......-..--n.._..._._........--.._......~__..._.._..._.,.."..,._ ........----. - ........ .... -,~- _._..._.._.......,................._-"'........_,~.""".,,...............-....__..."'.........,.~."."....... ....... ". ,"'" ....~.........,... ..............-..-. .,.~-,..._..... ....._..-._.~ -...._......__............_._.._.._-_...._.........~.".,...,_........._........--..- AUG-23-2004 MON 13:26 TEL: 9197336893 NAME: DWQ-WETLA~jDS P. 1 08/21/2004 05:25 8282525977 SKYLINE SURVEYORS PAGE 02 July 29, 2004 -\ \ \ ~) 'i OJ' 4:)/ ) jj / PI' ;" ...... 1""'& U&} ""Vln"'H~Q.UVl1 WIUl J.YIL uaryu LamD-UWQ-Winston Salem Regional Office. We are asking that our application for the above referenced project be considered as a courtesy application rather that one for full review. We were issued a Corps of Engineers Permit NW39 on June 22, 2004. Per Mr. Lamb and after a review ofthe general certification for projects eligible for NW39 permits ( WQC# 3402), the guidelines necessary for us to comply for general certification. The project will follow the conditions as outlined in WQC#3402. We appreciate your review and if you have questions, please do not hesitate to call. Sincerely, C:It~f.~,5, C. Neal Bare, P.L.S. L-2425 CC: Daryl Lamb-DWQ- Winston -Salem Regional Office USACE~ Ashville Regulatory Field Office Maston Hodges-Client PO Box 442 · 819 West King Street · Boone. NC 28607 (Ph) 828/262-3353 (Fx) 828/262-5977 · survcnb@hcispnet PO Box 1294 · 3360 Tynecastle Hwy · Banner Elk. NC 28604 (Ph) 828/898-5410 (Fx) 828/898-4549 AUG-23-2004 MON 13:27 TEL: 9197336893 NAME: DWQ-WETLANDS P. 2 . Michael F. Easley, Governor William G, Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality August 27, 2004 DWQ Project # 04-1025 Watauga County Master Hodges SKYMONT, Inc. Development Corp. 2551 Bairds Creek Road Vilas, NC 28692 Subject Property: Homestead Subdivision Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Hodges: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 149 feet of streams for the purpos~ of developing the Homestead Subdivision at the subject property, as described within your application dated July 6,2004 (received on July 7,2004) as revised on July 29, 2004 (received August 4, 2004. After reViewing your application, we have decided that the irnpacts are covered by General Water Quality Certification Number(s) 3402. The \ Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sedirnent Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are rnet. No other impacts are approved including incidental impacts: Stream Plan Location or Reference A lication N~lThCarolina /Vn/ltfnllll 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919.733.6893/lnternel: htto://h2o.enr.state.nc.us/ncwetlands An Eaual Oooortunitv/Affirmative Action Emolover - 50% Recvcled/10% Post Consumer Paoer Hodges Page 2 of3 August 27,2004: 2. Erosion & Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sedirnent control measures for the project must be designed, installed, operated, and rnaintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirernents specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation rneasures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. \ 3. No Waste, Spoil, Solids, or Fill of Any Kind \ \ No waste, spoil, solids, or fill of any kind shall occur in \\retlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and rnaintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal andlor civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration ofthe 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter~ To ask for a hearing, send a written petition, which conforms to Chapter 150B of Hodges Page 3 of3 August 27, 2004: the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919- 733-9721 or Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-4600. Sincerely, Enclosures: GC 3402 Certificate of Completion A WK/jrd cc: C. Neal Bare; Skyline Surveyors, P.O. Box 442, Boone, NC 28607 USACE Asheville Regulatory Field Office Daryl Lamb, DWQ Winston-Salem Regional Office \ File Copy \ Central Files \ Filename: 041 025Homestead(W atauga)40 1 July 29, 2004 WE11AN[)::i '! Re: DWQ Project # 041025 Mr. John Dorney DWQ, Wetlands / 401 Unit North Carolina Division of Water Quality 401 Wetlands Certification Unit 1650 Mail Service Center 2321 Crabtree Blvd Raleigh, North Carolina 27604-2260 AUG () 4 Z004 WA TEh' QUAL/ T)' SEe nUl Dear Mr. Dorney, As per my conversation with Mr. Daryll Lamb-DWQ-Winston Salem Regional Office. We are asking that our application for the above referenced project be considered as a courtesy application rather that one for full review. We were issued a Corps of Engineers Permit NW39 on June 22,2004. Per Mr. Lamb and after a review of the general certification for projects eligible for NW39 permits ( WQC# 3402), the guidelines necessary for us to comply for general certification. The project will follow the conditions as outlined in WQC#3402. We appreciate your review and if you R.:ave questions, please do not hesitate to call. ..' / + ,,~ '" \ (). \j V )-'\\' -0' ~ ~ ~/z~~ c. Neal Bare, ~425 CC: Daryl Lamb-DWQ- Winston -Salem Regional Office US ACE- Ashville Regulatory Field Office Maston Hodges-Client PO Box 442 . 819 West King Street · Boone, NC 28607 (Ph) 828/262-3353 (Fx) 828/262-5977 · survcnb@hcispnet PO Box 1294 · 3360 Tynecostle Hwy · Bonner Ell<, NC 28604 (Pt,) 828/898-5410 (Fx) 828/898-4549 Ine surveyors, pa July 6, 2004 FIt [ GOP Y DWQ- Project # 041025 Mr. John Dorney D W Q, Wetlands / 401 Unit North Carolina Division of Water Quality 401 Wetlands Certification Unit 1650 Mail Service Center Raleigh, North Carolina 27604-2260 2321 Crab Tree Blvd. Raleigh, North Carolina 27604-2260 WETLANDS /401 GROUP JUL 0 7 2004 WA TER QUALITY SECTION Dear Mr. Dorney, In response to your letter dated June 29, 2004, in reference to the above project, please find enclosed the following: (1.) Seven (7) copies ofrevised plan showing non isolated wetlands stream, (2.) revised Table 3, (page 8 of 12) of the application, (3) Signed copy of application. CC: Daryl Lamb- DWQ- Winston -Salem Regional Office USACE-Ashville Regulatory field Office Maston Hodges-Client Sincerely, / ,__. ~,.// // q< ~/ j/ ?v(' ~ C. Neal Bare, P.L.S L-2425 PO Box ";42 . 819 West King Street. Boone, NC 28607 (Ph) 828/2623353 (Fx) 828/262-5977 · survcnb@hcispnet PO Box 1294 . 3360 Tynecostle Hwy . Bonner Elk, NC 28604 (Ph) 828/898-5410 (Fx) 828/898-4549 ., .. ! , FilE rtn""~.. _ J ..,~ . ,I! , : ',-, ~.}i U l k Office Use Only: Form Version May 2002 '.1 n '? !;'" .o'__;~ ~-.l "...,... -,) USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: D Section 404 Permit D o Section 10 Permit D ~ 401 Water Quality Certification Riparian or Watershed Buffer Rules Isolated Wetland Permit from DWQ 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 0 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verifY availability with NCWRP prior to submittal of PCN), complete section VIII and check here: D II. 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of ,"J .;~~ Environmental Concern (see the top of page 2 for further details), check h_rWDS / 401 GROUPj;::i::~ r-Tl Applicant Information JUN 2 3 2004 ! '} :::~ 1. Owner/Applicant Information WA~~R Name: Maston Hodges ( SKYMONT rnc. DEVELOPMENT C.O'R~) QUALITY SECTION Mailing Address: 2551 Bairds Creek Road, Vilas, N'CWET~~~f401GROUP JUN 1 6 Z004 Fax Number: N / A WAI tK UUALlI Y S~CTlON Telephone Number: 828-297-3972 E-mail Address: N / A 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: C. NEal Bare, P. L. S . Company Affiliation: Skyline Surveyor's P .A. Mailing Address: P.O. Box 442, 819 West King Street, Boone, NC 28607 Telephone Number: 828-262-3353 Fax Number: 828-262-5977 E-mail Address~urvcnb(clapptechnc.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: The Homestead Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 1980-49-0716-000 4. Location County: Watauga Nearest Town: Boone Subdivision name (include phase/lot number): 'T'np HnmpstE'rlO Directions to site (include road numbers, landmarks, etc.): 105 South from Boone turn right am Bairgs Creek Road for 2 miles, turn left on Homestead Drive 500 feet on right 5. Site coordinates, ifavailable (UTM or Lat/Long): not available (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 58 acres drainage area 7. Nearest body of water (stream/river/sound/ocean/lake): Bairds Creek 8. River Basin: (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/a,Q!njn/m@s/.) Watauga 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: wooded farm land being developed j nto single family residental Page 6 of 12 10. D..escrihe the overall proiect in detail-,_ including.the tvoe of equipment to be used: 42 lncn cmp to carry prlvate d~lve'Cver small stream. Install 11. Explain the purpose of the proposed work: Construct access road to property IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. None VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: None 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact'" Impact 100-year Floodplain"'''' Nearest Stream Type of Wetland"''' (indicate on map) (acres) (yes/no) (linear feet) N/A * List each impact separately and identifY temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc, For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps, Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www,fema,go\', *** List a wetland type that best describes wetland to be impacted (e,g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: Total area of wetland impact proposed: None 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact'" Impact Stream Name"'. of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specifY) 1. culvert Bairds Creek 2ft perennial List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. *'" Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs,~, Several internet sites also allow direct download and printing of USGS maps (e.g., www,to!)ozone,com, www.mapqucst.com. etc.), * Cumulative impacts (linear distance in feet) to all streams on site: Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Area of Name of Waterbody Type of Water body Site Number Type of Impact'" Impact (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) '" List each impact separately and identifY temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): D uplands D stream D wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed, If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at httpjLh2Qc en!", ~tl!le. He. us/nCwetICL119s/ s.tr.mgide.btml. I. Provide a brief description of the proposed mitigation plan, The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if off site), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at h.tm://h2o,enr, state, nc.us/wrp/index. htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes 0 No 0 If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP NSEP A)? Note: If you are not sure whether a NEPNSEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes 0 No 0 If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy ofthe NEP A or SEP A final approval letter. Yes 0 No 0 X. Proposed Impacts on Riparian and Watershed ButTers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pam1ico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes 0 No 0 If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation I 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. XII. Sewage Disposal (required by DWQ) 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. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes 0 No 0 Is this an after-the-fact permit application? Yes 0 No 0 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 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CrJ,{l ---------------------;--------.------------- - ----------------------- --- ---oo-------------- ___________------':\ \ __ 0_- _...._ _.______" .__~__..__ _ _ 'i\\ ---~-4-,i:b~~; - !~,~ OIA~ O,'\<l(;;'~ I~'o; . ... ........... ... ..... .~=:~f __ .. .lee.. ..~.~._~ . ........ ... .... :r--~=.==- .- 010 -_~_ __ _____________u___~----- ~,\..r ~TON-J S _~___.~---n-_!~---- .._,___......___..__ _____~_~ ___ ~. I L_.::_if,'__oo___>_____ II j' ~" Z~=9L~__~f ~_ II . .___~_K.l ~_ =__{o ~_______ - - 4e" PIA, t\ " . '~". --.--'"4- '._~"'-r---"- ..._____.__..u__..__._.___._ ....-1--'~-._- ~ <.l :l c .: ~~ '~ oc b (M ;... ... 'T1 cO' e ;a co (:) w "" J\) (}l -< C1l ~ 25-year 1 day precipitation (inches) Sale 'n .._ 25 o !SO 75 100 a. Ql '< 'U ro Q. "2. ![ o' :J RAINFALL DATA MAP 6 :J () :T (1) ~ 5 6.5 7 6 , ,; b.ZS. tP-ofo Ci' 7 8 'f:o..:v- ~~ r\ ('"'1' " t, -':"" "., " ...: '...i; ~ .;,~ 8 8.5 ~.:>.;~:~ . ....... . ~ .;:~; m ~~ .~ .-:'."-1 ,~ .~~ .. .~ ,...- :~ ,~ (-. m ( ) , Table 8.03b . Runoff Curve Numbers (CN) --"-.~'. Hydrologic Soli Group A B' C 0 Land Use/Cover Cultivated land without conservation 72 81 88 91 with conservation 62 71 78 81 Pasture land fcoor condition 68 79 86 89 air condition 49 69 79 84 good condition 39 61 74 80 Meadow good condition 30 58 71 78 Wood or forest land Thin stand - poor cover, no mulch 45 66 77 83 Good stand - good cover 25 55 70 77 Open spaces, lawns, parks, golf courses, cemeteries, etc. good condition: grass cover on 75% or more of the area 39 61 74 80 fair condition: grass cover on 50 to 75% of the area 49 69 79 84 Commercial and business areas (85% ilTl>9rvious) 89 92 94 95 tY Industrial districts -' (72% Impervious) 81 88 91 93 Residential:1 Development corrpleted and vegetation established Average lot size Average % Impervious 1/8 acre or less 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 2 acre 15 47 66 77 81 -------- Paved parking lots, roofs, driveways, etc. 98 98 98 98 Streets and roads paved with curbs and storm sewers 98 98 98 98 gravel 76 85 89 91 dirt 72 82 87 89 Newly graded area 81 89 93 95 Residential: Development underway and no vegetation 97 lot sizes of 1/4 acre 88 93 95 lot sizes of 1/2 acre 85 91 94 96 lot sizes of 1 acre 82 90 93 95 lot sizes of 2 acres 81 89 92 94 1Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street. source: USDA-SCS () 8.03.10 Rev, l2I93 m ~-G5 oh_.c PEAK RATES OF DISCHARGE FOR __SMALL WATERSHEDS ON A STEEP SLOPE, 24 -HOUR STORM, TYPE I I DISTRIBUTION 1000 500 STEEP SLOPES ABOVE 8% 200 l.L ~ Z ::> 11:100 l.L o '--f-.' ~ 50 -.... Cf) l.L U w ~ 20 <( I U Cf) o 10 ~ /[/1/ / '/' "/ /01/' ~'7 ~ + i Ii j 10 20 50 100 DRAINAGE AREA, A RES // /v / lOo o ~ ~ (,~ ~~~ t' ~~tv I I I 1-1- I I J. Figure 8.03q Discharge vs equivalent drainage area for average watershed slopes 8 . 50 o. 8.03.20 ~ <( w n. -- U'.u- 5~ 2 2 5 Q -:',) '? ~ ~ 200 500 ('''''' - . o 77 / 2000 _-:.~~~ ,., 1m c~ (.'-........\. ,) 20000 .~:;;:;,~ ...... "i .:";;y ...~db L= 20900.6 V WHERE t;:j10000 r- L= HYDRAUliC LENGTH, FEET V w ~ o=DRAINAGE AREA, ACRES l.L. 0 V w 5000 I ./ , (/) a: V w <( /~ ~ l.L. 2000 0 V ,,/ I I- ./ 0 1000 z W ./ -.1 500 10 20 50 100 200 500 20 ORAl! AGEj AREA, ACRES 8.03n Hydraulic length and drainage area relationship. eq. BDA Ac.., 00 Figure c. Compute peak discharge, 02, by multiplying the "equivalent watershed" peak discharge, 01, by the ratio of the actual drainage area to the equiv- alent drainage area: €ill. 02 = 01 X (actual drainage area) (equiv. drainage area) Step 5. Adjust peak discharge to account for impervious area and channel improvements (modified hydraulic length shown in Figure 8.03r). a. Use the top graph in Figure 8.03r to detennine the peak factor for imper- vious area in the watershed (Factor IMP), b. Use the bottom graph in Figure 8.03r to detennine the peak factor based upon the percentage of hydraulic length that has been modified (i.e., deepened, widened, lined. etc.) to incrcasechannel capacity (Factor HLM). c. Adjust peak discharge, 02, from step 4 by muILiplying by the two peak factors. 03 mod. = 02 x (Factor IMP) x (Factor HLM) L~/ 8.03.18 " . I HYDRAULICS OF CULVERTS 161 -09OT 10.000 (I) - 168 I 9,000 lOSS COEFFICIENT Ke FOR VARIOUS ENTRANCE (2) 156 6,000 TYPES 6 5.00P (3) 144 - 4.000 HW SCALE - 5. 6. COEffiCIENT '32 0 3,000 5. 6, (I) Heodwoll, Iq. ed~; Ot' End 0.5 -'1":--- 120 '" Section conforming to f.U 5. '0 2.000 dope 4 a:: 121 Mitere-d to confOf'm to .Jope 0.7 109 ~ 131 ProiKtin9 (rom fill 0.9 3. " 96 v - ',000 3. 4- " Vi - 800 To us.e Kale (2) or (3) project 94 600 hoti.tontally 10 Kale (1). then 2, us. s'roight inclined line IhrotlVh 500 o and Q Koles. or revetH 0\ 400 iII~lrOled. -12 2, 2. 300 ;; ..c _L "~ 200 u 60 u.. - 1,5 .E U - 1,5 .E .E '" 0 54 t; E 0 0 -!..!... ~ .E ..c 1.0 -a. 1.0 '" 40 EXAMPlf 0 0.0 30 C; 36 Diam. (0) - 48 in. _.f It. (; 0-70ch ~ .9 33 ~----------- " 20 0 '" .9 .9 ~cole HW HW I 30 'j)7' '" -6 '" ," 1.0 04.0 fl. Vi 27 10 '21 1.0 '.0 " 131 1.1 ... .7 ,7 '" 0 24 - .7 '" " 6 0 5 'J 21 " - .6 ,6 0 .6 ;; 0 .9 Vi 15 1.0 HEADWATER DEPTH FOR !... . 2 CORRUGATED STEEL PIPE CULVERTS WITH INLET CONTROL Fig. 4.18. Inlet control nomograph for corrugated steel pipe culverts. The manufac- turers recommend keeping HW/D to a maxomum of 1.5 and preferably to no more than 1.0. Municipal Engineering Services Company, P.A. Drown Dace ':::~::i~'i~~0~' Jo::; N<:: F.::; N-:: " "J ~ l D (- w :::IF APRON Z APRON MATERIAl tro POOTECT cu.VERr TO PREVEIfT SCOUR ~ HOLE USE L2 ALWAYS L1 l2 1 STONE FILLING (FINE) Cl, A 3 x Do 4 x Do 2 STONE FilLING (UGH1) CL. B 3 x Do 6 x Do 3 STONE FilLING (MEDIUM) CL. 1 4 x Do 8 x Do 4 STONE FilLING (HEAVY) CL. 1 4 x Do 8 x Do 5 STONE FilLING (HEAVY) CL. 2 5 x Do 10 x Do 6 STONE FilLING (HEAVY) Cl,2 6 x Do 10 x Do 7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STilLING - BASIN OR LARGER SIZE STONE), -------~-~-----_. ---~_.~._.._-~_._-_._.__._._.--_. --- Fig, 8.06.b.2 Width = 3 times pipe dia. (min,) DETERMINATION OF STONE SIXES FOR DUMPED STONE CHANNEL LININGS AND REVETMENTS Step 1) Use figure 8.06.b.3 to detennine maximum stone size (e.g. for 12 Fps=20" Of 550 Ibs. Step 2) Use figure 8,06.bA to detennine acceptable size range for stone (for 12 FPS it is 125-500 Ibs. for 75% of stone, and the maximum and minimum range in weight should be 25-500 lbs,) I..."...... . "" : ~.;, :,..:-?-. Note: In detennining channel velocities for stone linings and revetment, use the following coefficients of roughness: Diameter Mannin's Min. thickness (inches) un" of lining (inches) Fine 3 0.031 9 12 Light 6 0,035 12 18 Medium 13 0.040 18 24 Heavy 23 0.044 30 36 (Olannels) (DissapalOrs) 8.06.6 " i 1 f I . . . """'~"r~~ Appendices "" V> ::J Q) !2 ..c: 0 Vl S f! .~ If) Q) ;<:' c m .9 Q) c 0 0 "- US OJ iii "0 E L Cll (5 01 'u; ~ Velocity in FeeUSec, Based on Isbesh Curve Fig. 8.06.bJ Max. Stone Sixc for Rip Rap Maximum weight of Minimum and maximum range Weight range of stone required in weight of stones 75% of stones (Ibs.) (Ibs,) (Ibs.) 150 25 - 150 50 - 150 200 25 - 200 50 - 200 250 25 - 250 50 - 250 400 25 - 400 100 - 400 600 25 - 600 150 - 600 800 25 - 800 200 - 800 1,000 50 - 1,000 250 - 1,000 1,300 50 - 1.300 325 - 1,300 1,600 50 - 1,600 400 - 1,600 2,000 75 2,000 600 - 2,000 2,700 100 - 2,700 800 - 2,700 .--- Figure 8.06.b4 Gradation of Rip Rap Source: "Bank and channel lining procedures. "New York Department of Trdnsportation, Div ision of Design and Construction, 1971. Rev. 12,93 .. , , , , m 1\ '1'1 , " fD.'... . ." ...... ......... ....-.... 300 T ZfOutlet --.- \01 = Do + O.4La pipe I 1 diameter (Do) La ~1>' ~ ~ ~.!~~J~~~~V.5Do :I'r o r 120 -~1- 11111;'J II;i~J~ I, 1l0e 1- ! -/ " J,;, 'i'" ' ,. .... , }i AI 1/11' i., ~. "Ii!' 100 - 1::',1:;1 .':': I,:'I!. n.i~ :Ii:.lr III;HI f I. I . i I ~ , I' , i I ~ t , . , .. , I I r ' 90. .,; 'I i' 'J,,: :11' ./:, 'I ~ j;' t" , '!'., I~. '. IiLJlli1' :1.' 'I' "I II' / I: ~~ I'f)" , . i ,I: J" ~ I 1 II 11'1 pilI It, I . I I 1,...1....;1.11 I' il! III"" . L, ,: ;'.'! ,...:e. .,1, ~v- .., ;"''': 'I .1 .. , I 'I' ,; ::-: c.('o- I 'I ",q;.. 80 , ,.. ...._: V' 1/1/ : '. I /. i! ",'j~O:".) ,', ~~ "':1!'",.,1',,:;'1"" , lilt. .11:: __'"i~I,""''':''t:~ll ~o ... 'II"! I'''il'''' '} ,'VI ,i J~II I" ,~ t 1 (y,?-Q 70:~.::., #':: I:'. rllill:'f~ If, HII ~I "'I~!., 1 I ' ~ [,; l!. ' ~. :I. t: I :::.' .", ) il.!. '...,..'1:.11'.1:1 J ~: rvl ~ " ''t " :I..il, 'j I H ",'0 60 'I ,,' ,'I,,,, 1!){""J.I:n' !..... "It't> ,I 14J i 1"..+' y0 :J'..: !!::'I:"VlY1':l1~II";~':::"1 !::li~I'.~ "il!it: i '~I::F'::rt; .,(::' .;) ,.. , l.li"i",'f1I.!\ "', If.J ,[.,1 fl; I ,(::'v 50 "' ,; I /I"I~ . , 'V' " If' I I.! ~,,,, t :~i:-~ -11 . :.-'1. A::1-1:%' ~J/:yo" 0 i' I >--*1:; I:;: ; ,I; j" ~i+il----' -;-t VQ,I}fl1 1 ' ., ::1 I! lIt!, 11-'ill! r 'l r lih~" 7"~" I, : 0; '!' I'll", -I-Hi . 40 i/-:){:Y'Y:~1fii~'::'.;.:,,~~ ' :~: .! T' ~" : ' ." J1 " !' I::~, ;,\ Ii: f - I "I~~,:~ :, I; ~~' '~i~ft ;: :If.j Ij~:' r 1 -Vf r ~ J ':I .~_ I'.,H/ I d'.. 2 ~ _. j,I~H4;~~ .<' . . ,: q! / '..! ~ "~rrrp r ,f' '.rr , I ~ iI,._ - ,.:)'!: . .'; . " I:'! :':1' l' 15-) j ,rrr1illkr:., lJ .I;j!~ (/) t~' I 'II lill I 1'" ;:< .1:AJL#t;I~'i' II'iiW~~~~;~'~lTt:~~~i.:;' .;'~';~', ~ ;,! n :ll!! ii!:,':' ;"1! ~~~ "'~~~~~~~~V vY~-7rFP,/.a~, ~ .~ ~ 'I' :; 1 I III ,. V - 15 \-t/. ~ 'r / ./' /f " . ~'!!!l ' -0 nl!'i'!:I,!'vl=~61'~~~" ;I~ vl/V/.v//')WL)r~:I~~""'!'!"1 f-,l,W.~~~"--:: -t:.-/, ~V i-"./ . j' II; ,.Iilo 5 10 20 0 100 200 500 1000 Jischa ge (ft3/sec) 3 : I ! I ,~ I: ;:iI ., t .;11 I 30 ,I '1.. c. " 20 10 3 Curves may not be extrapolated, Figure 8.06b Design of outlet protection from a round pipe flowing full. maximum tailwater condition (T w 2' 0 5 diameter), 8,06.4 Rev 12fJ3 .. . . . . ,. c~) '::,:_r:'~'~,~t~,..~~r.~':,~.,~~)},~.~~:",_:, ""., .. Appendices NEW YORK DOT DISSIPATOR METHOD FOR USE IN DEFINED CHANNELS (Source: "Bank and channel lining procedw-es", New York Deparunent of Transportation, Division of Design and Construction, 1971.) Note: To use the following chart you must know: (I) Q full capacity (2) QIO (3) V full (4) V 10 where Q = discharge in cfs and V = Velocity in FPS. ESTIMATION OF STONE SIZE AND DIMENSIONS FOR CULVERT APRONS Step I) Compute flow velocity V 0 at culvert or paved channel outlet. Step 2) For pipe culverts DQ is diameter. For pipe arch, arch and box culverts, and paved channel outlets, Do=Ao, where A.= cross-sectional area of flow at outlet. For multiple culverts, use Do= 1.25xDo of single culvert. Step 3) For apron grades of 10% or steeper, use recommendations For next higher zone. (Zones 1 through 6). 25 o , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , I , , , , , , I , , , , , I , , , , , , , , , , , , , , , , , I , , , , , , , , , , , , I , , , , , , , I , I , I , , , , : , I , , , , I , I I I I I , I , , , ; , , " , I , , , , , , , I , I , I , I , I , I , I , , , I , I , I , , , , , , I I , , I , , , , I , , , ,. , , , I t-;-'t-!-K 6 I , , I , , , , , I I , I , , , I , , , , , I , , , , , , , , , , , , , I I , , I , , , , , , , , I , , , , I , I I , I , , , , , I , , , I , , , , , , , , I , , I , I I , , , , , , , , , , , , , , , , , , , , , , , , , , , I , , , , , , , , , I I I I , , I I I , I I I I I , I I , , , , I , , I , , , , I , , , , I , , , , , , I , I , I , I : , : , " , , , , , , I , I , , , I , , , I : , , , , , , , , , , , , , , I , , I , , , I I I , I , I , , , , I , , , , , , , , , , , , , , I , I , , I , , , , , , , I , I , , I I I I I I , I I I I , I I , , , , , I , I , I I , I , , , , , , , I , I , , I I , , I , , , , , : , I , , , , , I , , , , , , , , , , , , , , , , , , , , , , I , , , , , , , , , , I , I , , , , , I , , , , , , , I , I I I I , I , , , 7 , , , , , , I , , , I , , , , , , I , , , I , , I , , , , , , , , , , , , , , I , , , 5 , I I , , , , , I , , , , I , , , , , , , , , , I , , I , : , , , I , I , I , , , , , , , I I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , I I I , , I , , , I , I I I I I I , , , , I I , , , , , , , I I I I , , , , , , , , I I , , I , , , , , , , I , , , , , , I , , , , , , , ,,' , , , , , , , , , I , I , I I I I , , I , , , , , , , , , I , , , I , , , , , , , , , , , , I , I , , I , , , , , , : I , , , , , , , , I , , , , , , , , , , , , , I , I , , , I , I I I I ; , : , , , , I , I I , , , , , , , , , , I , , , , , , , , , , , , , , , , , , , , I , , I , I , , , , , : , , , , , , , , , I , , , , , , , I I , , , , , , , : , I , I , , I , , , , , , , , , , ; , , , I , , , , , , , , I I I , , I I I , , I , I , , , I , I I , , I I , , 2 I , , , , I , I , , 4 , I , , I , , , , , , , , I , I I , I , , , I . , I I , , , I , , , , : I , , , I I I , I I , I I , I , , , I I I I I , , , , , , , I I , I , , , I I , I , , , , , , , I , , , , , , , =+\,1 , I , , , , I I I I I I , I , I , I I , I , , I , I I , I I , , , , , , , , , I , , I , , , , , , I , , I , I I I I , , , , , , I , I I I I I I I I , , , I , , I I , I , I , , I , , I I , I , , , I I , , I I , , I , , , , I , I , I , , I , , , I I I , , I I , , I , , , , , , , I , , , , , I , , , , , , , , , I , , I , , I , , , I , , , , , , , , : I , , , : , , : , I I , , , , , , I , , I , , , , , , , , , , I , I , , , , , , , I , , , , I IZ" ;,,;-'<<'~ I I I 0' 5' 10' 15' 20' 2 DIAMETER Ft.) 20 U) 15 0.. l;S ~ u o u:J 10 > 5' Figure 8.06.b.! Rev. 1m3 8.06.5 ".t. ~'~.:,j~~1:m~/%~:L.~' Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P. E. Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality June 29, 2004 DWQ Project # 04-1025 Watauga County Page 1 of 2 CERTIFIED MAIL: RETURN RECEIPT REQUESTED Skymont Inc. Development Corp Attn: Maston Hodges 2551 Bairds Creek Road Vilas, NC 28692 Subject Property: Homestead Subdivision REQUEST FOR MORE INFORMATION Dear Mr. Hodges: On June 23, 2004, the Division of Water Quality (DWQ) received your application to impact wetlands and/or waters to construct the proposed access road. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Please locate all isolated or non-isolated wetlands stream and other waters of the State as overlays on the site plan. 2. Please show the length of stream impact on a revised Table 3 (page 8 of 12) of the application. 3. Please provide a signed copy of the applciaiton, Please respond within three weeks of the date of this letter by sending this information to me in writing and Daryl Lamb of the DWQ Winston-Salem Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. . N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (htto://h20.enr.state.nc.us/ncwetlands) Customer Service #: 1-877-623-6748 Skymont Inc. Development Corp Page 2 of2 June 29,2004 This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, JRD/bs cc: Daryl Lamb, DWQ Winston-Salem Regional Office USACE Asheville Regulatory Field Office File Copy Central Files Filename: 041025 Homestead sub (Watauga) Onhold ...])vJ 6L 0 S/ 10 L S~- , ... ~ North Carolina Wildlife Resources Commission ~ Charles R. hdlwood, Executive Director TO: Steve Chapin, Permit Coordinator Asheville Office, U.S, Army Corps of Engineers WETLANDS 1401 GROUP .JUI, 2 ;{ ;';004 WATER QUALITY SECTION MEMORANDUM FROM: Ron Linville, Regional Coordinator Habitat Conservation Program Original Signed by J. R Linville DATE: June 1, 2004 SUBJECT: Review of an application by Maston Hodges, Skymont Inc. Development Corporation, Bairds Creek, Watauga County The applicant is requesting a letter of concurrence from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The NCWRC has reviewed information provided by the applicant, and field biologists on our staff are familiar with habitat values of the project area. These comments are provided in accordance with provisions ofthe Clean Water Act of 1977 (33 U.S,C, 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U,S,C, 661-667d). The project is to install a 42-inch culvert for a private drive over Bairds Cree. The stream is indicated as being approximately two (2) feet wide. Downstream are rainbow trout habitats, Based on the information provided by the applicant and our information on the range of trout in the project area, we do not believe this project will cause significant effects to waters supporting trout. Therefore, we do not object to the project as proposed providing the following conditions are followed: 1. Instream work and land disturbance within the 25- foot wide buffer zone are prohibited during the rainbow trout spawning season of January I through April 15 to protect the egg and fry stages of trout, 2. Culverts 48 inches diameter or larger should be buried a foot into the streambed. Culverts less than 48 inches diameter should be buried to a depth -~----~-~---------,"-'---.-'-----'--'-------- ---- ------.-- ---- --------- ------.--.--, -.---.,-----..-----..---------'---- Mailing Address: Division of Inland hsheries . 1721 Mail Service (:Cllt cr · Raleigh, NC 27699-1721 Telephone: (9 I 9) 7.13-.)(',13 ext. 2S 1 . Fax: (9 I <)) 715-7(,41 ,t/I> Skymont Development, Bairds Creek 2 June 1, 2004 equal to or greater than 20% their size to allow for aquatic life passage. These measurements must be based on natural thalweg depths. 3. Stringent erosion control measures should be installed where soil is disturbed and maintained until project completion. 4. Native plants should be used for stabilization. Disturbed river banks should be revegetated with silky dogwood (Cornus amonum), silky willow (Salix sericea), tag alder (Alnus serrulata), black willow (Salix nigra), and sycamore (Platanus occidentalis) to provide long term bank stability and stream shading. Note that silky dogwood, silky willow and black willow can be planted as live stakes collected during the dormant growing season. Cuttings should be randomly planted and done on 4 foot centers from the waters edge to the top of the bank. Trees should be planted on 10-12 foot centers. Stream banks in these areas should also be seeded with an approved wetland seed mix or temporary crop of wheat or rye. 5. If the project is for a subdivision, the applicant should contact Mr. Daryl Lamb with the NC Division of Water Quality at 336/771-4600 to determine if a 401 Certification is needed for the project. Thank you for the opportunity to review and comment on this project. If you have any questions regarding these comments, please contact me at 336/769-9453. Cc: Daryl lamb, DWQ-WSRO DWQ#~f-- )02-5 Date Cp /271 0 1 ~ ( Who Rev;eWed')) V'( j_ Plan Detail Incomplete o Please provide a location map for the project. o Please show all stream impacts including all fill slopes. dissipaters, and bank stabilization on the site plan. o Please show all wetland impacts including fill slopes on the site plan. o Please indicate all buffer impacts on the site plan. o Please indicate proposed lot layout as overlays on the site plan. o Please indicate the location of the protected buffers as overlays on the site plan. ~ o o o o o Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan, Please provide cross section details showing the provisions for aquatic life passage. Please locate any planned sewer lines on the site plan. Please provide the location of any proposed stormwater management practices as required by GC Please provide detail for the stormwater management practices as required by GC 01 0 Pleasr indicate,~ stormw~ter utfal~S n thf site plan. ~ -1-- , et~ s.~~ 'lfA.L \ - 5irt dIM \ ~ ."LV (rY\ o Please mdicate the diffuse w provi n measures on the sf plan. Please specify the percent of project imperviousness area based on the estimated built-out conditions. lw~Y?tD T~\~ 5 (f~fj( p) i ~~I,'(.:/I'<n 0... o Please indicate whether or not the proposed impacts already been conducted. A voidance and/or Minimization Not Provided o The _labeled as _ on the plans does not appear to be necessary. Please eliminate the _ or provide additional information as to why it is necessary for this project. o This Office believes that the _ labeled on the plans as . Please revise the plans to avoid the impacts. can be moved or reconfigured to avoid the impacts to the o This Office believes that the _ labeled on the plans as . Please revise the plans to minimize the impacts. can be moved or reconfigured to minimize the impacts to the o The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other o The application fee was insufficient because over ISO feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. o Please complete Section(s) on the application. (J8l Please provide a signed copy of the application. o Please provide _ copies of the application, _ copies of the site plans and other supporting information. Mitigation o of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. o Please indicate which 404 Permit the US ACE would use to authorize this project. ~I-c;bvG ~ t- .' JfJo(J . ()o v #- ;)/I;}, j/~ rru-d I ~. - /rht )J7tLl)hfL !-foc(~~ WETLANDS /401 GROUP JUN 2 ,1 2004 WATER QUALITY SECTION Jt. O,AJ~ ~ -ro 11JVY~ / j~~G ~ . Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. . Print your name and address on the reverse so that we can retum the card to you. . Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Skymont Inc. Development Corp 2551 Bairds Creek Road Vilas, NC 28692 DWQ# 04-1025 - Watauga 2. Article Number (Transfer from service label) x B, D Agent EtJ\ddresse C. Date of Deliver If, Z. -" c..f Dves D No 3, ~ce Type I&.. Certified Mail D Express Mail D Registered JIl Return Receipt for Merchandis D Insured Mail D C,Q,D. 4. Restricted Delivery? (Extra Fee) D Ves 7001 2510 0009 0250 7458 "'V'Io r__ I:)O-i -t r_...._.__. ^nnA lR :.J:' r', ""r)' ( F" . .1.\, ,Ir.. I \ ;i.~-' ~:'2.:~ 1~. \ · Sender: Please print your name, address, and ZIP+4 in this box · NC DENR Division of Water Quality Wetlands/401 Certification Unit 2321 Crabtree Boulevard. Suite 250 Raleigh, NC 27604 "u:,t:)~~'2.'2.~~ TO BOONE TO VALLE CRUetS TO FOSCO[ VICINITY MAP (NOT TO SCALE) 3995.29 0'1. P jlN E _EV = 3S 90. 14 .vn r 111'1 " 11"\ ~ .;:; ..,.., I.... I PVI ST = 1 n. :~ PVI EL EV = 39 9. 1 A. ). = ~.T L h !-7(\ I 50 vb I"') ~ co I"') . I"') ~ 0> co 6 ~ I"') :i ~ ..... ,"..: J b ~ 0;;;;- ;;;;- ~ [~ ,"..: d r-- ...... ~ - ~ ~ --- t-- ( , - -.....: ."'l. ... ..... ~~ ...... "'- ... ---.. --...::: ~ ~ --. ....~ ~ ~ -'J ....J, [I - "'""' -... J , 1.! 5' -~ I \ , ./ / .. - \ it' FIN SH ~RJ DE - ~x. grc de -- \ .".' '" J \ I , .J ;: .~y.. .J y / / Nt-' IV~ ,I II: Aa / C:.. ...... O.C % ~ 11'1 . .U IN'.I .Ol T=~ 9820 11 +00 10+00 VERT: l' =4' HORZ: 1 "=20' I, C. NEAL BARE P .L.S., CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM INFORMATION TAKEN FROM SURVEYS AS NOTED; THAT THE RATIO OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS 1: ___1!JQQQ.:t.._____: (THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN UNES PLOTTED FROM INFORMATION FOUND IN BOOK_~_____PAGE_ SHOW~____); THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS AMENDED. WITNESSED MY HAND AND SEAL THIS -E_ DAY OF ___ APR~1A.D. 2D 2. SIGNATURE !lji~L!,---- P.L.S. L-2425 4000 3992 3991.31 3984 3976 WETLANDS i 401 GRout: JUL 0 7 2004 WA iER QUAliTY SECTiOI\ / / / / - /// RIP RAP APRON TO MATCH EXISTING DITCH BOTTOM t i FUTURE DEVELOPMENT MASTON HODGES BOR 603 PG, 247 PROPOSED CONNECTION ELEV.=3991.31 (MATCH EXISTING) NEW 50 L.F. 42" CMP @ 10.0% INV. IN=3987.0 INV.OUT=3982.0 I I PROPOSED 18' ROADWAY (TO BE NAMED) \ ---~ PROPOSED CONTINUE 6.44% SLOPE TILL GRADE MATCHES - - - -- - INV. IN=398'7.0 I I ....... NEW DITCH LINE (TYP.) FUTURE DEVELOPMENT MASTON HODGES BOR 603 PG, 247 REVISED TO SHOW IMPACT AREA 07 06 04 SKYLINE SURVEYORS, P.A. 819 WEST KING STREET, P.O. BOX 442 BOONE N.C. 28607 (828) 262-3353 TITLE: SITE PLAN FOR PROPSED DRIVEWAY MASTON HODGES CIJENT: TOWNSHIP COUNTY STATE TAX MAP NUMBER: BRUSHY_FORK WATAUGA Ne PIN APP. BY DRAWN BY DATE SCALE: SCALE COlt.FL DYfGF!IE BY RLS RKF DATE Job No.: JOB# FB: SHEET