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HomeMy WebLinkAbout20130573 Ver 1_401 Application_20130513of WA 4!4 �r P o c 2C1U0573 Office use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre - Construction Notification (PCN) Form A. Applicant Information 4 zmua 1. Processing IMMMUM 1 a. Type(s) of approval sought from the Corps: Section 404 Permit ❑ Section 10 Permit .� -�- 1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? FEI Yes ® No 1 d. Type(s) of approval sought from the DWQ (check all that apply): X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes N No For the record only for Corps Permit: ❑ Yes ® No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes No 2. Project Information 2a. Name of project: Quality Oil Development — Quality Mart Gas Station 2b. County: Ashe 2c. Nearest municipality / town: West Jefferson 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: Quality Oil Company, LLC , 3b. Deed Book and Page No. 429/44 3c. Responsible Party (for LLC if applicable): L4 N/A 21 k 3d. Street address: 1540 Silas Creek Parkway 3e. City, state, zip: Winston — Salem, NC 27127 3f. Telephone no.: 336- 722 -3411 +'. D WA 3g. Fax no.: 336 - 721 -9520 s LAl►n. 3h. Email address: ERhymer@gocnc.com Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ® Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (If applicable) 5a. Name: Derek Goddard 5b. Business name (if applicable): Blue Ridge Environmental Consultants, P.A. 5c. Street address: 1305 S. Collegiate Drive 5d. City, state, zip: Wilkesboro, NC 28697 5e. Telephone no.: 336- 844 -4088 5f. Fax no.: N/A 5g. Email address: derek @brec.biz ee. Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 19227 -135 1b. Site coordinates (in decimal degrees): Latitude: 36.382459 Longitude: - 81.486906 (DD.DDDDDD) (- DD.DDDDDD) 1 c. Property size: 0.9 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Beaver Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C, TR 2c. River basin: New 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Vacant Commercial Lot, Urban setting 3b. List the total estimated acreage of all existing wetlands on the property: 0 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 225 Perennial 3d. Explain the purpose of the proposed project: To establish a Gas Station- C store, required parking, and turning Radi. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will install 143' of 48' CMP. The Pipe will be installed in the dry and buried 12° The project will utilize a track loader. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / X Yes No ❑ Unknown project (including all prior phases) in the past? Comments: USACE Action ID 2010 -1809 4b. If the Corps made the jurisdictional determination, what type ❑ preliminary X Final of determination was made. 4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: USACE Name (if known): Unknown Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary la. Which sections were completed below for your project (check all that apply): Wetlands X Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary W1 P T ❑Yes Corps No ❑ DWQ W2 ❑ P [IT ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P [IT ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No I ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland Impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 X P ❑ T Culvert UT to Beaver Creek X PER ❑ INT X Corps DWQ 3 143 S2 P ❑ T PER Corps ❑ INT DWQ S3 ❑ P [IT ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P [IT ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary Impacts 143 3i. Comments: Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 0. Total open water impacts 4g. Comments: S. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWO) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar - Pamlico ❑ Other: Project is in which protected basin? NA ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact required? B1 ❑P ❑T ❑Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer Impacts 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Parking requirements and turn radi for tanker trucks require that the impacts occur for the site to be used. Erosion control will be adhered to for sensitive watersheds. The pipe will be buried 120 to allow for aquatic passage. A pump around will take place in order to install the pipe in the dry. Alternate site plans were reviewed without impacts or reducing impacts to the stream, but tanker truck deliveries could not be made safely with that turning radius. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Stringent erosion control standards for sensitive water sheds will be adhered too. Erosion control will be adhered to for sensitive watersheds. The pipe will be buried 12" to allow for aquatic passage. A pump around will take place in order to install the pipe in the dry. The owner will plant a riparian buffer of 25' on both sites of the channel at a density of 300 stems per acre. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet !� 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold •' 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: r 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWO) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes El No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 76 % 2b. Does this project require a Stormwater Management Plan? X Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See Attached Plans- Underground Stormwater System ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program X DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ Phase II 3b. Which of the following locally - implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state- implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006 -246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No S. DWO 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? X Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? X Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWO Requirement) la. Does the project involve an expenditure of public (federal /state/local) funds or the ❑ Yes ® No use of public (federal /state) land? 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ® No letter.) Comments: 2. Violations (DWO Requirement) 2a. Is the site in violation of DWQ Welland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ® Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? http: //www.ncnhp.org - http:// www .saw.usace.army.mil/WETLAND /esa - http : //www.fws.gov /nc- es /es /es.htmi 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? http: // ocean. floridamarine .org /efh_coralAms/viewer.htm 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? http://www.hpo.ncdcr.gov S. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes ® No 8b. If yes, explain how project meets FEMA requirements: No rise to the flood way will occur. 8c. What source(s) did you use to make the floodplain determination? http: / /www.ncfloodmaps.com Derek Goddard 3/26/13 Applicant/Agent's Printed Name Applicant/Agent's Signa ure Date (Agent's signature is valid only If an authorization letter from the applicant Is provided.) Page 10 of 10 AGENT AUTHORIZATION FORM Property legal Description PIN: 19227 -135 Street Address: Comer of South Jefferson Avenue & Crescent Drive — West Jefferson, NC Property Owner: Quality Oil Company, LLC The undersigned, registered property owners of the above noted property, do hereby authorize Derek Goddard , of BREC, PA (Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and all standard and special conditions attached. Property Owner's Address (if different than property above): 1540 Silas Creek Parkway Winston - Salem, NC 27102 -3736 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Authorized Signature Date: 211 �l3 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. 2013 -00620 County: Ashe USGS Quad: NC- Jefferson GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent: Quality Oil Company} LLC / Ernie Rhymer Address: 1540 Silas Creek Parkway Winston - Salem, North Carolina 27127 Telephone No.: 336 -722 -3411 Size and location of property (water body, road name/number, town, etc.): The proiect is located at the corner of South Jefferson Avenue and Cresent Drive, PIN 19227-135, West Jefferson, Ashe County, North Carolina. (36.382459 N. ,81.486906 W) Description of projects area and activity: The permittee is authorized to impact 143 linear feet of an unnamed tributary to Beaver Creek. Impacts are associated with the installation of a culvert for commercial development. The site is being developed for Quality Mart gas station. This supersedes the original verification issued on December 3, 2010, action W 2010 -1809. If plans change and/or the type of commercial development for this parcel changes, this permit may no longer be valid. Any proposed changes should be coordinated with our office. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number. 39 Summary of Authorized Impacts and Required Mitigation Impact ID # NWP / GP # Water ac Wetland ac Scream Temporary Permanent Temporary Permanent Temporary Permanent Culvert 39 143 fin pact Totals Total Loss of Waters of the U.S. ac Total Loss of Waters of the U.S. 143 Required Wetland Mitigation ac Required Stream Mitigation (1t) Additional Remarks and/or Special Permit Conditions: All comments/conditions of the attached North Carolina Wildlife Resources Commission letter dated April 10, 2013 are hereby incorporated as special conditions of this permit. Culverts greater than 48 inches in diameter will be buried at least one foot below the bed of the stream. Culverts 48 inches or less shall be buried at an appropriate depth to maintain aquatic passage as defined in Final Regional Condition 3.6 attached to this NWP. The permittee will plant a riparian buffer 25 -feet in width on each side of the remaining channel. All plantings should be completed within 30 days of the permitted impacts occurring unless otherwise coordinated with our office. Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your plans submitted on March 29, 2013. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 807 -6300) to determine Section 401 requirements. You may also visit their website at: bttg:// portal. ncdenr .org /web/wq /so /ws/websoRee For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve tiie permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Tasha McCormick at 828 -271 -7980. Corps Regulatory Official Tasha McCormick V Date: May 14,201 Expiration Date of Verification: March 18, 2017 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http: //pert.nwp.usace.armv.miUsu�vey hbnl to complete the survey online. Determination of Jurisdiction: A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID Basis of Jurisdictional Determination: There are stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channel on the property is an unnamed tributary to Beaver Greek into the New River. The New River is located in the Kanawha Watershed and ultimately drains to the Gulf of Mexico. Specifically, the New River is formed by the joining of the North Fork and South Fork of the New River. The New River drains to the Gauley River and then to the Kanawha River. The Kanawha River drains to the Ohio River then to Mississippi River before entering the Gulf of Mexico. This jurisdictional determination is valid for the impact areas only. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Appeals Information: (This information applies only to approved jurisdictional determinations as indicated in B and C above). This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M1S Atlanta, Georgia 30303 -8801 Phone: (404) 562 -5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address within 60 days from the Issue Date below. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. ** Corps Regulatory Official: Tasha McCormick dm Issue Date: May 14, 2013 Expiration Date: Five years from Issue Date Copy Furnished: Derek Goddard, Blue Ridge Environmental Consultants, P.A. 1305 S. Collegiate Drive, Wilkesboro, NC 28697 Permit Number: 2013 -00620 Permit Type: NW39 Name of County: Ashe Name of Permittee: Quality Oil Company, LLC / Ernie Rhymer Date of Issuance: May 14, 2013 Project Manager: Tasha McCormick Upon completion of the activity authorized by this permit and any mitigation required by the Permit, sign this certification and return it to the following address: U.S. Army Corps of Engineers Attention: CESAW -RG -A 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date r �- t. •'{z__ _ } _ Fes. ..{{�Ca'_ ,. .•..••. -:.�y . . ,1,_ -3� - q •. � �,. i i�tiS•• s Applicant: Quality Oil Company, LLC / Ernie File Number. 2013 -00620 Date: May 14, 2013 Rhymer Attached is: See Section below INITL4L PROFFERED PERMIT Standard Permit or Letter of permission A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SE ' T?YOrT eglloviriri' rc�iitifis'� : i ''''- ° -s r•' - - N, _ x;- ou>�n °;aria o 1xo t statue :[ +, _•�: >d- •.t.• i ..:r, t..r.. §•.s, '. '��: -- ,• r.' +' _ _ ?t'� _ 7'• �JL-�.:te �� v; _�r,`,•i:- -;^'A t jj��,;; AA/y' {� *'/��„•/� ����,••��p ��>>��,,�,�� yy.� '{� �j'•,4'..l i•t _c,� ;a ,v.� ^�:•._•• _,' i' � . �. -. dpV��./ �Wpioii• c *!y.�A�i�YJ1+N�:>VWU111JLtllUlc �a W��j�d.�1Mr'. �� • r�ltia y • 7 Ch Y'? ��.1 F� l- - {•�: V•�aa r� ''si`7,'s�°rE -: •t ;.t � ;f,•:. �. z:� , ._.•. :;• ,� „+! 4. r. , -.r�„_ i .; rt: ��- 'T.i;,�v�1•'�4 - ^ / /,vSrwwlisce:aim :miUCCW/Pages/r� tnaterial� `as`'or Co "sire uiatioii:a 33 GFR Part 33i:' , . A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. + OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section IT of this form and return the form to the district engineer.' Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. + APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. + APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section H of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is -needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, Zou = Lrovide additional information to clEia the location of information that is ahead in the administrative record. Pb -77777-77 -7 7' t?l•i --yw If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal proms you may process you may contact: also contact Tasha McCormick, Project Manager Mr. Jason Steele, Administrative Appeal Review Officer USACE, Asheville Regulatory Field Office CESAD-PDO 151 Patton Ave U.S. Army Corps of Engineers, South Atlantic Division RM 208 60 Forsyth Street, Room IOMIS Asheville, NC 28801 Atlanta, Georgia 30303-8801 828-271-7980 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportimity to participate in all site investigations. I Date: Telephone number: Signature of appellant or agent. I For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Tasha McCormick, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CRSAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303- 8801. Phone: (404) 562-5137 ® North Carolina Wildlife Resources Commission Gordon Myers, Executive Director April 10, 2013 Mrs. Tasha McCormick U.S. Army Corps of Engineers, Regulatory Branch 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 SUBJECT: Nationwide Permit for Quality Oil Company, LLC Culvert, UT Beaver Creek, Ashe County Dear Mrs. McCormick: Mr. E. Rymer with Quality Oil Company, LLC requested a permit to put 143 feet of culvert in a tributary to Beaver Creek in Ashe County. Comments from the WRC on this application are offered for your consideration under provisions of the 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 stream at the site is probably poor quality due to the extensive development and uncontrolled stormwater in the watershed. For this reason, we suspect that it does not support trout as do some better quality tributaries to Beaver Creek to the west. Although the stream itself does not support trout, Beaver Creek supports wild brown trout. This project will require a considerable amount of stream disturbance and lilmly cause downstream siltation. Therefore, the culvert work should not occur from October 15 to April 15 to avoid impacts on brown trout spawning. We have no other major concerns with this project provided it complies with the Regional Conditions and effective sediment and erosion controls are used during construction to minimize downstream siltation. Thank you for the opportunity to review and comment on this regulatory action. Please contact me at (828) 452-0422 extension 24 if you have any questions about these comments. Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center • Raleigh, NC 27699 -1721 Telephone: (919) 707 -0220 • Fax: (919) 707 -0028 Quality Oil Company, LLC Page 2 April 10, 2013 Ashe Sincerely, Dave McHenry, Mountain Region Coordinator, Habitat Conservation Program ec: Mr. Derek Goddard, Blue Ridge Environmental Consultants Mr. Kevin Hining and Mr. Kin Hodges, NCWRC Soil Map —Ashe County, North Carolina 36° 22' 52" N Map Scale: 1:1,900 if printed on A size (8.5" x 11 ") sheet rn N N Meters n 0 25 50 100 150 Feet 0 100 200 400 600 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey N ■ 36° 23' 1" 0 N m N 3/7/2013 Page 1 of 3 36'22'52" f MAP LEGEND Area of Interest (AOI) F7 Area of Interest (AOI) Soils Soil Map Units Special Point Features Blowout ® Borrow Pit X Clay Spot Closed Depression X Gravel Pit Gravelly Spot t� Landfill f+ Lava Flow Marsh or swamp St Mine or Quarry Q Miscellaneous Water p+ Perennial Water V Rock Outcrop + Saline Spot Sandy Spot Severely Eroded Spot Q Sinkhole y> Slide or Slip �! Sodic Spot Spoil Area Stony Spot Soil Map —Ashe County, North Carolina Very Stony Spot Wet Spot A. Other Special Line Features _ Gully Short Steep Slope r . Other Political Features ® Cities Water Features Streams and Canals Transportation Rails ,+ Interstate Highways US Routes Major Roads N Local Roads MAP INFORMATION Map Scale: 1:1,900 if printed on A size (8.5" X 11 ") sheet. The soil surveys that comprise your AOI were mapped at 1:24,000 Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA -NRCS certified data as of the version date(s) listed below. Soil Survey Area: Ashe County, North Carolina Survey Area Data: Version 10, Jun 15, 2012 Date(s) aerial images were photographed: 7/18/2006 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 3/7/2013 'iiiiiiiiiiiiiiiii Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map —Ache County, North Carolina Map Unit Legend Ashe County, North Carolina (NC008) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI BuC Braddock -Urban land complex, 2 to 15 percent slopes 11.8 74.8% CfD Clifton loam, 8 to 15 percent slopes 0.1 0.7% CfE Clifton loam, 15 to 25 percent slopes 3.3 21.1% EvF Evard loam, 25 to 45 percent slopes 0.51 3.4% Totals for Area of Interest 15.7 100.00/0 USDA :� Natural Resources Web Soil Survey 3!1/2013 Conservation Service National Cooperative Soil Survey Page 3 of 3 25 '31 '2f "28 R7 295 000 METERS '26 36 °22'30'- 81 °30' '56 '57 Produced by the United States Geological Survey Topography compiled 1964. Planimetry derived from imagery taken 1998 and other sources. Survey control current as of 1968 North American Datum of 1983 (NAD 83). Projection and 1 000 -meter grid: Universal Transverse Mercator, zone 17 2 500 -meter ticks: North Carolina Coordinate System of 1963 North American Datum of 1927 (NAD 27) is shown by dashed corner ticks. The values of the shift between NAD 83 and NAD 27 for 7.5- minute intersections are obtainable from National Geodetic Survey NADCON software There may be private inholdings within the boundaries of the National or State reservations shown on this map Landmark buildings verified 1968 11/ :'-'•• a ` ' oR �dm.. , ' \ -.. -- .� _ q _ _ Y _, -� � ; 'i / � %/ _ , i 3 11 �i `tr ,ter \ �:,; -_ `, , -. •., ---. - .`•,_- ,r- _- -�... :iL _ \ _ � _ •. V 1. .-_ h. 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I I JB/ ouli ME I ERS -aa 27'30' 1 '60 S1 152 1 25' SCALE 1.24 000 * 1 D.5 D ULIIMFIERS 1 _ Y MN'{ iDW D -_— METERS DOD 20M ,I GN 0.5 D I MILES D00 _ 0 in 2lIW � 4000 500 DD00 70M _ _ m00 8000 __._._> 118M:Ls - FEET 6 MILS CONTOUR INTERVAL 40 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 OEM GRID AND 1999 MAGNETIC NORTH TO CONVERT FROM FEET TO METERS, MULTIPLY BY 0.30” DECLINATION AT CENTER Or SHEET THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS TOTAL MCO FPfp FIRM FOR SALE BY U.S. GEOLOGICAL SURVEY, P.O. BOX 25286, DENVER, COLORADO 80225 A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST LN - 1 -C 9 QUADRANGLE LOCATION 1 Park 1 2 3 z G,-" Creek 8 Mouth of W1,111 1 [ Way. -Vak- 4 S 5 Laurel Spring. __ _ 6 Todd -- 7 Glenda), Spings 6 7 8 E Hone Gap ADJOINING 7.S QUADRANGLE NAMES '64 o oQ 1F Li U S -N 'iii —E - 36 °22'30' 81 °2'30' MEfltlfl- GEOIOGtlAI SURVEY, flESTON. VIflGIWA lea. ROAD CLASSIFICATION Primary highway Light -duty road, hard or hard surface.. ...... Improved surf:.ce -.... Secondary highway hard surface........ ,,___: Unimproved Toad Interstate Route U.S. Route JEFFERSON, NC 1998 NIMA 4756 IV NW- SERIES V842 State Route n �N �O• M1 o �n a �O o �•o �Q Z —00 m �� 001"MR- WEST F.fP3tSON,NC BIM mmme Eml NAIENTALMRMMENTAL PA SH CAI:Q'o,, uA7E. REYIsom PWAFWFM ENOSlEERWO � wAwruu3 � Errvworoa:Nra opesai0 auum02. cawwn,r+c NCMS M FRM r,3M a STORMWATER PLAN t 1510S6ASGYWPAMMY sF�gj WwMSU M.NCM2? wurEa3alm,acagrn mot-ak RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION 0RM3 DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET e 4 -! a�;� R 5��� S6 ➢ $ m � q�q �� i ; � ��d iE � �t jifslp 8 � ��'. - - �. * ill a✓! @�l4.` L ' � ��5 �� d :`� � f N 4� � R R flews �= °Sa �► �;: a fil !finE l• NY - HWpn,) (.SuS mn) > ^r 1 cawlo..nia: r o t mt MWALLED or aron." uu„Na m,•(m,m,w , , g� �; w>•Ir.M..O.N{m1FN0110 tmP.gP.tlTPJNa.11O, s.. rely 6 OP4wFAYIWO NUIpN °7 S rrww rsna,mslrn�• ax.rHOrI 8 rwr.roon mrp a wNAwwsauos,wa• wvrpw.7 '/��EDP(!8.°tlF,Ot WFMIOIPRBdINONwM016 ,PP.— IOa,w.l0.! r°,.w.I:M17:,.':�•• I 1 �� � I !� , ,Tp0/aq Flq� Ii1wi,W w.AOli d EO fNr MDNAFiOw FOR1fIfY itli$Y$ � 0um.11 Wmc esw cal { 1W 4 , ae ,o.N�rlaamea,MrumoowanwMneuNwlm �� i �A �� a � 3��Q a �� RWPEEm WIIwNIt�f011tAtd lww w'gs..n g ti 2Mw.lA,lOGl10,a NOQIMONwMMwO,WWw111MwN1 ®, !la !% R 11o,eK.oeno�auNale,mr a a F N CrSOD7Ep000AL SPEgFIDA710N9 ! q !;: Y N al° 1 9 �9r II 9 �I I Jill Ogg [ell a MC -4500 STORMWATER CHAMBER SPECIFICATIONS ,. CIIAI®ER98HMi 088TORYTECIINC�70DGRAPiROYED EODAL 7 CIMIMEPa mU1LL 8EYN0E FR0YV6IXiQ.OFACFYDD6ED POlTPROPiLENE COPOLTYERa WNW® FRRGN9m MLLPRDVIDHCCNT7q1 0US, 1AgSSiRI1CTEDYRERIYLSPACEW(INNO ortmNAL auPPaarFwNE19 Tlpr,wwln arEOE FIdNOR uWTACCEE6 FOR SBPECiIOLL p14TAWTgN REOWELFNTS 6NALL ENBIHE 71sT llE Ld1D FACTORSSPEtlF1ED m 7,@ M6NTOlAFD SRmOE OESKiN 8PECIFICATIONB, 6ECIION 12,7 ARE YIEi FOR,) WNO�OIA7ATgN 7� OEM 1OA0.9 AID3)SNORT-0IYNigN uNEl0A09. SASEDON TI@ PASHTO OE9NiN TRU(XYYRM CO410EAA7gN � � MD N4U>Plfi � FRESEI�E6. a c, almERSSHAUOO1sao, ro THE Amul�lrsoFASnF7 ,er.-arAlwraDmMrlcEFaa S7lacnnAL oF�xa,HERHaF,ASr,c WRRWAim vuu S,OR,IWA7ER OotaECr,oN f OIaT CIIAI® ERa IMATARE APFROVEDSY TIIE ENCYIEER qat SE ALLdWEO THE CONINMI'OR S1,M1 Sumer P BE,B)OP 7NE FOLLOwNOro THE E11001EERFORAPPROVAL BEFORE aEUVERB,o nw,eERSm THE PROJECT srtE a ASiRI1CTWAL EVALDATgN BYA RE0441EREDBTRUC1URl1l ENOBEEp IINT OE1101BTRIITEBTWI7 71E LOTS FACTORS SPEC6 ®M THE AABMOlRFO BRIOGB DE91m18PBC,FIDATIO,W, BFL710N,217 ARE 10:T IL BTRUCIURAL fJI WBSECTION OETAad, W1q 71TNB STRUCTURAL CROSS SECTION 13 S. THE BIBTALlAT10N OFCNN�BNALL BE 7IACOORGWCEWI,MTNE IIAIAIFACHRIER9 LATEST BBULLAl10N OL47RUCINIO. iR ® �, — „G.gOBC1W®ERBPEpRfJ,,IOMS pp rc ,asw waw,x r a ® m m •�r`.an S 'aa 7� Yl gg ar .g $fie e �� iR \t"J pp ali GW111T 02GEVELG{T�Nf ME RIDGE ENVIRONMENTAL CONSULTANTS. PA ,rtH CAROI'�''= DATE REVISM eMWfflUNG I PLANNPIG I ENVSIONMENNTAL �tSS9ip PREPARED FOR. q,A,IT,MCOMPANY.NO NCSELSENGWEE1S(ORRMr1w a� DETAILS 3 b ,SIO sw CRM PARWMY WNSfGN SUM NC ZM27 '• `�'cINEE "•. WLKESBMCA1,FOU7E mNE 11Lew.BB! W6IFSBORQ IC 7B77/ NVmecea 2FI FASFn FnR AGFNCY RFVIFW - NOT RFI FARM FnR CnNSTRI ICTInN osaarm,7 nn NnT SCAT F _ PI ANS MI IST RF RFCFIVFn •�r`.an 9E��� Yl \t"J pp GW111T 02GEVELG{T�Nf ME RIDGE ENVIRONMENTAL CONSULTANTS. PA ,rtH CAROI'�''= DATE REVISM eMWfflUNG I PLANNPIG I ENVSIONMENNTAL �tSS9ip PREPARED FOR. q,A,IT,MCOMPANY.NO NCSELSENGWEE1S(ORRMr1w a� DETAILS 3 b ,SIO sw CRM PARWMY WNSfGN SUM NC ZM27 '• `�'cINEE "•. WLKESBMCA1,FOU7E mNE 11Lew.BB! 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T $ v a 66 9 pp ENGLISH STANDARD DRARI1q FOR AN ' DIAMETER PRECAST MANHOLE 4',S' AND S STATE RgRrx CAROL[xA OEPf iRAIISPORTATiON DF 12' TNRU 4a' PIPE DIV18�I�' MNGMMTS Jill Ala a loll Iraq 961 gal • r r m q� X ism m x a o 1111 Il a i z vr♦ r r r I L I II T pop m E� Z as m Rpm z $ m Aim - ; ul 0 cn pis CD v� OINIIIY OIL DEVELOPMENT BLUE RIDGE EW ROKMENTAL CONSULTANTS, PA `SH CARp '' DATE S ENWAaWG I KANIM I ENYWR DENTAL v t3 PREPARED FOR N QUALM OIL COMPANY, WC Novas ENmNEERM FIN W—W 3� +510 SLAS CREEK PARAWAT WPIBION SUEY, NC ZMZF NSO: iLS EOUIxmuEaATE OwvE N&"4" TiN WIXESSORq NONNT NVANKM -,"'C".1110111 2F1 FAUM MR 0(;FN(:Y NUNN . N(1T RFI FOCF11 mp CENJCTRI IrTIM 0V27fM3 DETAILS