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HomeMy WebLinkAbout20081006 Ver 1_401 Application_20080608LMG LAND MANAGEMENT GROUP INC. Environmental Consultants June 201h, 2008 .08 1 0 0 6 TO: Mrs. Cyndi Karoly Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699 RE: 401 Water Quality Certification Application for Mr. Brian Barone Hyde 10 West, - 22 Acres, Currituck Township, Hyde County, NC Dear Cyndi: Enclosed is a 401 Water Quality Certification application for your review. This application is submitted on behalf of Brian Barone for a project located off SRI 147 in the Currituck Township, Hyde County, NC. The applicant proposes to fill approximately 13,503 ft' or 0.31 acres of jurisdictional wetlands for the purpose of building an access driveway to access uplands on the back of the property. In the site design of this project, all impacts were minimized to the maximum extent. The Pre-Construction Notification form, $240 application fee, associated maps, and site plan are enclosed for your review. I have also sent Kyle Barnes a copy. The final surveys are included but have not yet been signed by Tom Steffens of the COE because they were also submitted along with this permit application. Please contact me if you have any questions. Thank you for your assistance with this project. Sincerely, Wes Fryar Environmental Scientist Encl. Brian Barone Tom Steffens; USACE Kyle Barnes; DWQ Mv i JUN 2 4 2008 DENR - WATER Q AR BRANCH y?Lpp1DS AND STORMW www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402 Jun 20 2008 11:25AM Brian Barone - Wachovia 704-992-2904 AGENT DISCLOSURE FORM TO WHOM IT MAY CONCERN: Uwe, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the preparation and representation of information submitted within the 401/404 and/or CAMA applications and/or septic permits for the de C W es? ^'Z? °? site. All questiops in regards to this project should be directed to Land Management Group, Inc. Sincerely, b?,Q? r/Applicant Signature Print Name IA oN Date p.2 Office Use Only: Form Version March 05 08 lpp USACE Action ID No. DWQ No. g (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing I'--_..A I 1. Check all of the approval(s) requested for this project:? ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14; GC3704 3. If this notification is solely a courtesy 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: tg (r-z, ? II. Applicant Information JUN 2 4 2008 1. Owner/Applicant Information Name: Brian Barone Af ERUUAUn Mailing Address: 12209 Willingdon Road WETLANDS AND STOWYA"I -RANCH Huntersville, NC 28078 Telephone Number: (704) 609-0998 Fax Number: (704) 992-2904 E-mail Address: bmbaronegadelphia.net 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: Wes Fryar Company Affiliation: Land Management Group, Inc. Mailing Address: PO Box 2522 Wilmington, NC 28402 Telephone Number: (910) 452-0001 Fax Number:_ (910) 452-0060 E-mail Address: wfryar(cylmgroup.net Updated 11/1/2005 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: Hyde 10 West Driveway Access 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 4. Location County: Hyde Nearest Town: Swan Quarter Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From Washington, take 264 East to Scranton. Turn right onto Smith Creek Road and follow through Sladesville. Turn right onto Loop Rd and follow to Makleyyille Rd. Turn right onto Makleyyille Rd and follow to Sandy Point Rd. Turn left onto Sandy Point Rd and follow approximately 1 mile to 5. 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): 35.4455 ON 76.5568 °W 6. Property size (acres): 7. Name of nearest receiving body of water: Pungo River 8. River Basin: Tar-Pamlico (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/ingps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Project area consists of raw undeveloped land. Adjacent land use is undeveloped. Updated 11/1/2005 Page 6of12 10. Describe the overall project in detail, including the type of equipment to be used: This project will consist of constructing a road in order to access uplands near the Pungo River for camping, hunting, and fishing. Additional material may be trucked in if needed. A track hoe and bulldozer will be used to level spoil material. Silt fences will be used to reduce erosion into adjacent wetlands. 11. Explain the purpose of the proposed work: Purpose of the proposed work is to access the uplands near the back of the property for hunting, fishing, and camping. 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. 404 wetlands were delineated on site by Brent Manning of Land Management Group, Inc. Mr. Tom Steffens of the USACE confirmed the line on 9-13-07. 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. No future wetland impacts are anticipated on site. 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, 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: One proposed road crossin will impact 13,503 sq feet or 0.31 acres of 404 wetlands. This impact is needed to allow vehicles to access the uplands on the back of the property. Updated 11/1/2005 Page 7 of 12 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 (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) 1 Fill Forested Yes Adjacent to Pungo River 0.31 Total Wetland Impact (acres) 0.31 3. List the total acreage (estimated) of all existing wetlands on the property: 19.91 acre 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. multiDly length X width. then divide by 43__560_ Stream Impact Number (indicate on map) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) N/A Total Stream Impact (by length and acreage) 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 map) Name Waterbody (if applicable) e) Type of Impact Type of Waterbody (lake' pand estuary' sound bay' ocean, etc.) Area of Impact (acres) N/A Total Open Water Impact (acres) Updated 11/1/2005 Page 8 of 12 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): N/A Wetland Impact (acres): 0.31 Open Water Impact (acres): 0.00 Total Impact to Waters of the U.S. (acres) 0.31 Total Stream Impact (linear feet): N/A 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No 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.): N/A 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 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. In the site design of this project, wetland impacts were avoided & minimized to the maximum extent practicable. Uplands on-site are mostly inaccessible and surrounded by wetlands. Coastal wetlands exist and cut through the property in several areas. The applicant has placed the road outside of the 75' Estuarine Shoreline AEC in order to avoid impacts to sensitive coastal resources but has put it close enough to utilize the most uplands and the closest path to the upland area. The applicant has also decreased the size of the road crossing and has requested the minimum amount of fill needed to access the upland island. 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 Updated I1/1/2005 Page 9 of 12 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 http://h2o.enr.state.nc.us/ncwetlaiids/strmgide.html. 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. The applicant proposes to mitigate for wetland impacts by buying into the NC EEP at a 2:1 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.ne.us/wrp/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): N/A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): 0.75 Amount of Coastal wetland mitigation requested (acres): N/A Updated 11/1/2005 Page 10 of 12 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) 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, 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 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), 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. Impact Required Zone* , ,_ _ r-, Multiplier 1 N/A 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. N/A 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 Updated 11/1/2005 Page 11 of 12 impervious level. The project area contains no existing impervious cover. The proposed impervious cover from this project will be -0.31 acre of concrete or gavel driveway. This is approximately 1.4% of the site. No stormwater permits are required. 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. No wastewater will be generated. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No 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 littp://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Project will not provide access or utilities to other tracts. 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). iw Applicant/Agent's Signature lSate (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11 /1 /2005 Page 12 of 12 Winsteadville .r r r- , t Old P11 ?. t ?t f Ozo Wades P At 0 ''ales 4? ?? l• YAP 'etc, r1, BA N W E o° C l1 S `Boundaries are approxin tale 3 r aie Il)N G 4 LUUO not meant to hP absoluta= Map Source: North Carolina State Road Atlas. Pg 63. 2006 W ;,.ApSACSTORMrNATERBRANCH SCALE I" = 1 Mile Brian Barone Sedona Ridge, LLC. A'?LMG Fi9C?re S.R. 1147 --22.15Acres LANIANAGi.hrenrGROUP Hyde Co., NC Envi°onmcntnlconsuRnnts Vicinity Map 40-07-378 July 2007 ., r ,-- _ iu4fy , r toy Pt. 4f SITE Dave Pt beach -4 CH July Pt_ Z R'r I ' arMa6e e PC '} - fi e K ~ . ea-ca.?:?-i.?4r ., - ?._aa _cT { ?--era.-,ai-?-s.-?;;'+e--.ra??r-?-r.?s.-'1`? ?.?.. ', J '? =?I• 77. 70 `' n' Sandy Ft -- ''? J' f 1t r ?,? f }• tip, • - b?A- ? _ i?? -° ? : ;??•'~ .ice. 7- I IJ 5 ? II a },Green Pt ?I ? OfF ?Pi ? _ 1y ?'s ? _ f ?e fi 08 1006 N W E U, appluxllll IG and al .;i_N 2 4 ZGO., SCALE 111=I 000' iei+ to be absolute Map Source: Pamlico Beach Quadrangle 7.5 minute (topographic) ?? ??}` ,? , SfOR?NaTc• "° Brian Barone Sedona Ridge, LLC. LMG Figure 2 S.R. 1147 22.15 Acres L1 M AUNAGMENT GROUP we Hyde Co., NC Environlacnrn7 Consultants USGS Topgraphic Map 40-07-378 July 2007 L op. :ase. .wr.. Soils ArA _IAcredale silt loam_ - - DeA Delway muck *Boundl rles- are approximaie -- nd-are - noi mear)f :o he absolule Map Source: NRCS Soil Survey. Brian Barone Sedona Ridge, LLC. S.R. 1147 -22.15 Acres Hyde Co., NC 40-07-378 `7th N D Rcc 1J l5 [?? W E JUN 2 4 2008 fjEf ! t -'tiG,` a CvAL: I'r WETLANDS AND; STORMWATER Bt" t' SCALE 1 " =500 LMG L 1ND MANAGEMENT GROUP r:,c _? fnvlronrnrnl nl Consulrnnts July 2007 Figure 3 USDA-MRCS Soils Map !f # P *Boundaries are approximate and are not meant to be absolute. Map Source: 1998 NAPP aerial photography Brian Barone Sedona Ridge, LLC. S.R. 1147 22.15 Acres Hyde Co., NC 40-07-378 N W E 1?Ir S j[jm 2 4 2008 ? SITE DENR - WATER QUALITY WETLANDS AND STORMWATER BRANCH LMG LAND MANAGEMENT GROUP jux Environmental Cmuuftants 2007 SCALE 1" = 500 Figure 4 Aerial Photograph fi 1 1 1 11 1 11 1 00 r x ^ a z O O U u I v d o a E 0 O J i� z w U) +1 4- 6 - CD 0 0 0 rn SII X LQ V S m 6 0 41 o° rj o U Q E C: O (D „ a o a� o m U = O 0 d a Q :11 m` E O = EL I U � U U a` as 17��,�,�1 00= F:w_��= O . w aU-)oz � � O Z< z tO�il Lp 05}ma<"Oa O¢o S w°-1 CL 0oajacmi q awoZ Uc� D rFaww¢z ODalwwa� F=Q O ZPZN W w JUN 2 4 2008 O J zO-m o w0iWm� DENR WAicR OUAUI Y BRAND O < ,zU a zOa WETLANDS AND STORMWATER < J a C) a z o ��Luo z �w ir J Q Typical Cross-Section of Access Driveway 0+8' 0+4' I Proposed culvert I ---A . i 14'-wide impact 10'-wide road Proposed Grade i Existing Grade 0+16' 0+20' 0+0' 0+0' 0+4' 0+8' 0+12' Horizontal: I"=4' Vertical: 1" = 4' Typical Profile of Access Driveway Proposed Grade 1 - 24" pipe culvert Existing Grade NOT TO SCALE NOTE: Final culvert specifications and road width to be determined by project engineer Brian Barone Land Management Group, Inc. 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