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HomeMy WebLinkAbout20070869 Ver 1_401 Application_20070507APPALACHIAN PROFESSIONAL LAND SURVEYORS & CONSULTANTS, Land Surveyors & Land Planners PO Box 1578 - Boone, North Carolina 28607 Telephone 828-264-0290 P.A. 07 -0869 May 17, 2007 Ms. Cyndi Karoly NC DENR DWQ Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Dear Ms. Karoly, Enclosed with this letter are seven copies of the 404/401 permit application for the installation of a pipe in an un-named tributary of Stony Fork Creek Watauga County on a 40 acres parcel along NCSR No. 1505 also known as Hayes Welborn Road. This application is for a stream crossing, placement of culvert pipe and fills for a new driveway from a private residence on behalf of the owners, Mr. Francis U. Paige, Jr. and wife Linda. The application is for a NWP 39 and WQC 3402 permits and the proposed impacts are for 35 linear feet of perennial stream. This parcel is located in a WS-IV watershed and is rural farm and timber lands. Stony Fork Creek are designated trout waters. There are no wetlands impacted on this project. It is my understanding of the WQC 3402 that no written certification is required and no application fee is needed. Please contact me at (828) 264-0290 if you have any questions, thank you Sincerely, Donald H. McNeil, PLS, L-2809 MAY ? ?. ZJQ7 ENR - WA: £ QUALITY V&WNp3 PNO ST0 94„TER 9R4" Office Use Only: Form Version March 05 0 7. 0 8 6 9 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: 2. Nationwide, Regional or General Permit Number(s) Requested: 404 & 401 Section 404 Permit ? Riparian or Watershed Buffer Rules ? section 10 Permit F-1 Isolated Wetland Permit from DWQ ®/401 Water Quality Certification F] Express 401 Water Quality Certification If this notification is solely a co rtesy copy because written approval for the 401 Certification is not required, check here: [? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 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 Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information ? ,j MAY 2 j 20G7 1. Owner/Applicant Information Name: Francis U. Paige, Jr. EX?Q , WATER ear,: ;r,. Mailing Address: 303 Signal Tree Lane 1*T'•008 A?Kl BRANCH Deep Gap, N.C. 28618 Telephone Number: (828) 964-6419 Fax Number: E-mail Address: 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: Donald H. McNeil Company Affiliation: Appalachian Professional Land Surveyors & Consultants, PA Mailing Address: 1480 US Hwy. No. 421 South PO BOX 1578 Boone. NC 28607 Telephone Number: (828) 264-0290 Fax Number: (828) 264-7876 E-mail Address: dhmac(,bellsouth.net Page 5 of 13 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: Paige Drivewa 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 2960-73-7683-000 4. Location County: Watauga Nearest Town: Boone, NC Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): go east 1.8 miles along US Hwy 421 from Blue Ridge Parkway Bridge at Deep Gap to intersection of NCSR No. 1502, Stony Fork Road and US Hwy. 421; turn right onto Stony Fork Road and go 0.3 mile to intersection of NCSR No. 1502 with NCSR No. 1505, Hayes Welborn Road; turn left onto Hays Welborn Road and go 0.1 mile to property on right. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 36.2094 ON -81.4800 °W 6. Property size (acres): 40.886 Acres 7. Name of nearest receiving body of water: Stony Fork Creek 8. River Basin:-Yadkin-Pee Dee (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/admin/maps/.) Page 6 of 13 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Rural farm and timber lands with some pasture 10. Describe the overall project in detail, including the type of equipment to be used: Construction of 2345 feet of private drive for proposed residence with one stream crossing requiring a culvert and the crossing of Stony Fork Creek, this is to be by bridge without impact to creek bed. Construction method and equipment will be by bulldozer and tract excavator. Install of 18 inch CMP in un-named tributary of Stony Fork Creek and place fill for driveway and the construction of supporting headwalls on each side of Stony Fork Creek for placement of bridge (bridge is being constructed using flat bed trailer with wheels removed). Current creek crossing is at downstream ford. 11. Explain the purpose of the proposed work: construction of private driveway and installation of 18 inch culvert in stream 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. None 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. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, Page 7 of 13 permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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. 1. Provide a written description of the proposed impacts: Installation of single 18" CMP, 35 feet in length in un-named tributary of Stony Fork Creek for proposed private drive 2. Individually list wetland impacts. Types of 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. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain ( es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage. multiply length X width, then divide by 43,560. Stream Impact Number indicate on ma) Stream Name Type of Impact Perennial Intermittent? ? Average Stream Width Before Impact Impact Length (linear feet Area of Impact (acres) No One Un-named culvert perennial 1.0 ft 35 ft 0.001 Page 8 of 13 I Total Stream Impact (by length and acreage) 35 ft 0.001 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) Total Open Water Impact (acres) 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.001 Wetland Impact (acres): N/A Open Water Impact (acres): N/A Total Impact to Waters of the U.S. (acres) 0.001 Total Stream Impact (linear feet): 35 ft 7. Isolated Waters Do any isolated waters exist on the property? ? Yes D1<10 Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 8. 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): ? uplands ? stream ? 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.): Current land use in the vicinity of the pond: 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 Page 9 of 13 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. This is a 40.886 acres parcel that has an un-named tributary of Stony Fork Creek and Stony Fork Creek that separates the adjoining State Road from the majority of the property and the planned building site. In order to construct a drive to the building site it is necessary to cross Stony Fork Creek at some point on the property. It was determined that in order to construct a drive and maintain a grade on the road acceptable to travel in all weather conditions the un- named tributary and Stony Fork Creek would have to be crossed. In order to reduce impact to both water courses, a bridge is to be placed over Stony Fork Creek. In order to cross the un- named tributary, a pipe would be necessary. Other options were looked at trying to avoid the tributary crossing. These options would not allow us to minimize the amount of road to construct and the grade of the road. We could have crossed Stony Fork Creek further east but this would have required the construction of the road along the western bank of the creek and then build a very tight radius switch-back in a narrow portion of the field at the toe of the hill to be able to construction the remaining road. This would have added undue cost to the road construction and also exposed Stony Fork Creek to additional erosion and runoff problems. 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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 htlp://h2o.enr.state.nc.us/ncwetiands/strm?),ide.html. Page 10 of 13 1. 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 offsite), 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. N/A 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/=/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five 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): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/sta ocal) funds or the use of public (federal/state) land? Yes ? No 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (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, Page 11 of 13 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer equirements), or other (please identify )? Yes ? No 2. If "yes", 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. I I Zone* Impact I Multiplier Required (sauare feet) Mitigation 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. The existing impervious area on this parcel is the half of the State Hi2hwav alonp- the eastern boundary. This amounts to 518 ft of road being 9 feet wide (half of road width) for a total of 0.11 acre. The proposed post development impervious areas will be 2345 feet of private drive (gravel) being 10 feet wide for a total of 0.55 acre. The house site of approximately 2000 sq ft footprint being 0.05 acre. Additional impervious areas would be in the parking and sidewalks, etc. for an estimated area of 0.15 acre. This would be an area of less than 1.0 acre. This would be an impervious area of less than 3% of the total land area. 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. Page 12 of 13 This will be a private septic tank and drainfield area close to the house site and a least 1200 feet from the nearest water course. XIII. Violations (required by DWQ) Is this site in violation of D^WQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules? Yes ? No Lam" Is this an after-the-fact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No ? If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: There are no planned future development plans. This site is expected to remain much in its current state of timber and grass lands. XV. 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 'Dale (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 13 of 13 Page 1 of 1 2950-65-2319-0DQ ?-? F'l`"?-2?3?D-35jt4Q9?aQD 2900-68-5283-3,'1,7 29613-95-234613-30 29803 ]5-3279-000 Fr ~ 2950£5124-3-000 210-75-3`57-0'a: - - 2'7eiDt?,5]0? 47-044 ' 1 i 2950 85-7113-00 0 I f ' 275-3-05-5-322130 296-:)-74-233913-33 2960-54-9,325-300 2950-74-0855-000 2380 34-687-0DO ' 2960-,4-886515-0,3,3 2950-84-07D2.WO -?_?- 2950-34-7633-+300 f 34 470 0-30 960 - - -3 2960-84-5437-000 2 2'965-M84-433,33-000- 296-3-.64-5344-300 2l--30-54-7220-000 I 2:k :1 i-1- 5•S ;I'):] ?. 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