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HomeMy WebLinkAbout20150621 Ver 2_401 Application_20160916O�QF W A r�� G d Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Q Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? N Yes ❑ No 1d. 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 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes 0 No For the record only for Corps Permit: ❑ Yes 0 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 X❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes Q No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes X❑ No 2. Project Information 2a. Name of project: Morrison Farms 2b. County: Buncombe 2c. Nearest municipality / town: Asheville 2d. Subdivision name: None 2e. NCDOT only, T.I.P. or state project no: NA 3. Owner Information 3a. Name(s) on Recorded Deed: Carl Morrison 3b. Deed Book and Page No. 5255/0347 3c. Responsible Party (for LLC if applicable): WWI 3d. Street address: 254 Pearson Drive ti - 3e. City, state, zip: Asheville, NC 28801�RCES 3f. Telephone no.: 828 595-6343DEQ W04 UFFER p R 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 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: Hunter Terrell 5b. Business name (if applicable): Equinox Environmental Consultation and Design, Inc. 5c. Street address: 37 Haywood Street, Suite 100 5d. City, state, zip: Asheville, NC 28801 5e. Telephone no.: 828-253-6856 ext. 209 5f. Fax no.: 5g. Email address: hunter@equinoxenvironmental.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 9649-93-7918 1 b. Site coordinates (in decimal degrees): ILatitude: 35.605359 Longitude: -82.532683 1c. Property size: 23 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Ross Creek 2b. Water Quality Classification of nearest receiving water: Class B 2c. River basin: French Broad 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: See Supplemental Information 3b. List the total estimated acreage of all existing wetlands on the property: 0.17 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,104 3d. Explain the purpose of the proposed project: See Supplemental Information 3e. Describe the overall project in detail, including the type of equipment to be used: See Supplemental Information 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? X❑ Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑X Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Hunter Terrell Agency/Consultant Company: Equinox Environmental Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Corps jurisdictional determination on June 8, 2015. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Z Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. See Supplemental Information 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters Q Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 T Excavation Non -Tidal Freshwater Marsh No Corps 0.004 W2 P Excavation Non -Tidal Freshwater Marsh No Corps 0.05 W3 Choose one Choose one Yes/No W4 Choose one Choose one Yes/No W5 Choose one Choose one Yes/No W6 Choose one Choose one Yes/No 2g. Total Wetland Impacts: 0.054 2h. Comments: Temporary impacts from utilities installation. Permanent impacts to W2 resulting from pond construction. 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert UT to Ross Creek (S01) PER Corps 3 20 S2 P Culvert UT to Ross Creek (S01) PER Corps 3 22 S3 Choose one S4 Choose one S5 Choose one S6 Choose one 3h. Total stream and tributary impacts 133 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 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. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose 02 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: 6. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Irrigation 0.05 0 0 0 0 0 0.06 P2 Choose one 5f. Total: 0.05 0 0 0 0 0 0.06 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑X No If yes, permit ID no: 5i. Expected pond surface area (acres): 0.11 5j. Size of pond watershed (acres): 35 5k. Method of construction: See Supplemental Information 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number - Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 Yes/No B2 Yes/No B3 Yes/No B4 Yes/No B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Supplemental Information 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Standard sediment and erosion control measures, including silt fencing will be implemented during construction to minimize impacts to downstream water quality. Additionally, work in S01 will be done in the dry or discharge diverted during in -stream construction. Excavation through W01 for utilities would be done efficiently to minimize temporal impacts. Area would be re -seeded with appropriate seeding mix post -construction. 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 ❑X 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 El 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: Choose one Type: Choose one Type: Choose one Quantity: Quantity: 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: Choose one 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 1.4 January 2009 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 E] Yes EJ No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., 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 DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes X❑ 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 ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 3 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project is less than 24% impervious and the drainage areas within the project area are less than 24%. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? Buncombe County ❑X Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 []Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X No use of public (federal/state) land? 1 b. 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 (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B.0200)? 2b. Is this an after -the -fact permit application? El Yes ❑X 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 ❑X 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. The property owner has opted to develop a "mini -farm" on the property as opposed to a residential development. The current plan is to develop it for their personal use and not develop the property further. 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. Utilities proposed facilitate the discharge of wastewater to the Metropolitan Sewerage District of Buncombe County. Page 9 of 10 PCN Form — Version 1.4 January 2009 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 ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? North Carolina Natural Heritage Data. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Essential Fish Habitat Mapper v3.0- Accessed February 26, 2014 (http://www.habitat.noaa.gov/protection/efh/habitatmapper.htmi) 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 ❑X 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? State Historic Preservation Office HPOWEB GIS Service- Accessed June 10, 2015 (http://gis.ncdcr.govlhpoweb�. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Floodplain Mapping Program GIS Data- Downloaded 12/2014 Hunter Digitally signed by Hunter Terrell DN: cn= Terrell, Terrell, o=Equinox, Hunter Terrell ou, Terrell email=hu nter0equinoxenvronmen to c=us 08/29/2016 Date:te:2 2016.08.29 14:14:41 -04'00' Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 EQUINOX �'bolonce through proper planning The following application is being submitted on behalf of Mr. Carl Morrison for the subject property on Honey Drive off Chunns Cove Road in Buncombe County, North Carolina. The proposed project will facilitate the construction of two residential structures and two outbuildings. Included in this application are the following: • U.S. Army Corps of Engineers Pre -Construction Notification Form and Supplemental Information • Conceptual Map of the Morrison Property • USACE Jurisdictional Determination for the subject property (June 8, 2015) Thank you for your time, Hunter Terrell D -, Aquatic Resource and GIS Specialist N 0 1 0016 828.253.6856 37 Haywood Street, Suite 100 Asheville NC 28801 828.253.6856 www.equinoxenvironmentat.com Supplemental Information 3a. The Morrison parcel consists of a approximately 23 acre tract, of which 16 acres are forested with 20-30% slopes, —0.5 acres have an existing house, and —4.7 acres of existing pasture with 5-10% slopes. In February 2015, the site was cleared of brush, consisting of Japanese Honeysuckly (Lonicera japonica), Chinese Privet (Ligustrum sinense), and Oriental Bittersweet (Celastrus orbiculatus). The southeast corner of the parcel has been recently graded in preparation for installation/planting of a 600 tree apple orchard and two green houses. A February 2015 Jurisdictional determination by the USACE identified a total of 1,104 feet of intermittent and perennial stream as well as 0.17 acres of wetland. 3d. The purpose of the proposed actions is to facilitate the establishment of a "mini -farm" and construction of two residential structures and two outbuildings (1 barn and 1 workshop). The proposed construction consists of access roads for the structures, utility lines (gas, water, sewer, electric), a 4,900 square foot (0.11 acre) pond, and expanding pasture along the southwest corner of the project. Access roads, and related culverts, and utility lines are necessary for the residential structures and outbuildings. The pond would be constructed for purposes of irrigating the orchard and watering cattle. 3e. Access roads will be constructed using standard grading and excavation equipment (bulldozers, etc.) to prepare the building site, access roads, and pond. Appropriate sediment control measures, such as silt fencing, will be installed prior to construction activities. Roads would be constructed of gravel/roadbond and will be approximately 16' wide. Culverts on S1 would be placed with a trackhoe and graded appropriately (See attached Culvert Detail). Pipes and culverts will be installed per permit conditions so as to not restrict flow, maintain a similar slope of the channel, and at a depth below the natural channel bed to aid passage during low flow conditions. Construction would occur "in the dry". Although the channel is typically dry during spring and summer months, during culvert installation pumps and cofferdams would be used to temporarily bypass the culvert in order to minimize and avoid introducing fine sediment to the channel downstream of the project. Culvert installation will occur in the following sequence: 1. Install temporary cofferdam upstream of culvert 2. Pump water around culvert construction area 3. Replace culvert 4. Remove pump and cofferdam The pond would be constructed as outlined in the "Morrison Property Pond Plan" attached to this document. The pond was sited at this location and not farther upstream in the ephemeral channel due to excavation and building constraints. Water would be supplied by S2b and a well installed on the northeast corner of the property to insure ample water supply for the orchard. The overflow would discharge downstream of the dam near the property line, not exceeding the discharge of the feeder stream (52b on Figure2. Overview Map). Utility trenches will be excavated using a trackhoe and utility lines installed per code. Installation will temporarily impact W01 while excavation and installation occurs. Upon completion, the utilities will be buried and disturbed areas re -seeded with an appropriate wetland seed mix. BSb. PCN was submitted in July 2015 requesting a NWP and 401 certification. Shortly thereafter, application was withdrawn because of a NOV (NOV-2015-55-0009) against Mr. Morrison by NCDWQ dated August 14, 2015. NOV was resolved May 25, 2016 (See Incident Closure below). C.Sk. The pond dam would be constructed of earthen material as detailed in the attached Morrison Property Pond Plan (See below). Discharge from the pond would be regulated through a 6 inch PVC drain with a draw down valve downstream of the dam. D.1a. Roads have been sited on the property to minimize disturbance to aquatic resources given the proposed action. Using the existing culvert crossing was considered; however, to maintain continuity between pastures, the road was sited along the property boundary. The road alignment was altered from its original location, which crossed Stream S2b, to its current alignment in order to avoid impacts to the stream. In order to maintain appropriate slope for a gravity -fed sewer, utilities had to be sited along the current alignment. Mr. Morrison did, however, site the utilities so it avoided impacting stream 501. Regarding the pond, in order to minimize earthwork and due to topographic constraints, the pond was sited in its current location, flooding W02. SOL Regarding the pond, in order to minimize earthwork and due to topographic constraints, the pond was sited in its current location, flooding W02. In order to maintain the minimum herd size (one bull and two cows), 2 acres per head is needed. Piping 113 feet of S1 is necessary to maximize available pasture in the lower sloped areas of the property. Workshop ------------ Gara _ \ � � Install Buried 18^ Utility Line _- i (goe.vvota:aevve:e|ec�iou|) - _ - ^'~ ` `. �^ Construct Pond (0.11 acres) "Fill" Existing Wetland (].04Acres) \` � } Cottag ;Construct 22' Culvert for Road— Remove Existing Culvert 16 ft) and Install New (20 ft) _ `..- NC OneMap, NC Center for Geograp hic Informationand Anal, � Streams ' Field Determined 7/__�l Delineated Wetland Morrison Parcel Conceptual Plan Ephemeral r~~-1JoEvaluation Area Project Overview '''''- /m°""/^"m Parcel Boundary County Pin No. VV*yyor*1n ----Perennial Culvert (Existing 1aoLength) 6/8/2O1S ---- Streams -um^n Proposed Sewer | Proposed R°m" Notes: O 50 100 200 ASAN4AMEW A TTPE 16 BURERRY. VALVE ASSEMBLY (PYRE A) i / \ (ON APPROV® EQ—) /ID AT 11 (IP. MANHOLE RD1G AND V O / AYwyuEN4 Y-[A �� � i �-PDE PDq.E PRE CASE MANHOLE TOP 4 A'OPENMG GRAM AC 9BOGE TO TOP Of . � I � �� urAiE�Nmmmnvox Dr T ) en eQw ONDES FOUR SI CON(NkIE RISER DESIGN BY OT —. - �.' D �E IADW – + + -f , i MDD.NN 14 +y +, / A 3 ��� \ EL: 2254.0' + + '- + v ELn2250.0'—_411 3 �1 EXISPMG / �GROUNp wAn"Nart eam J STANDARD SPFP6 16' ON CE—R wSCALE \ 1"=20' \ 20' IO'60 2% EL: 22a0.R MDpE®MMCF 30" A Ipg6 ASAN4AMEW A TTPE 16 BURERRY. VALVE ASSEMBLY (PYRE A) i / \ (ON APPROV® EQ—) /ID AT 11 (IP. MANHOLE RD1G AND V O / TOP DETAIL \,.']L\ 6' DIAMETER PRE - POND SECTION O]NCw EMANMOIE. SEE DLTAB. BELOW FDR DE!DGN OF RASE 1-- fTmwl D�Dwufltt �)E � .IN——E—D STRUCTURE BASE DETAIL =ffPDEDwRT�, TEE —D- 1 -11D END DNNE,EA NEDENDEI�:,E.�ND PLAN RAAED Bo sEcnon ie Nm. ��--GRAPE SECTION BDA Of PEW[ tEL LP ON LOP OE THE BOCK BERM '0 CALCTMATED EASED TO AL EIOw N TIE ND CAN BE FC-D'N THE WART ON 5 PAGE. MS"LivE 11 2E1) TO CISP 1 TM E ROW TO OBTAN A o I£LOOTY 1 2.0 rya 2 1 . NE ELEVATW OF E LEVEL S— BE MA%Nt OF 20 FEE' ABOVE ENISTNG DRADE ] A NNNUN 6 DAN— PLUNGE POOL. it OUTLET PROTECTION /PLUNGE POOL - �� � i �-PDE PDq.E PRE CASE MANHOLE TOP . � I � �� urAiE�Nmmmnvox Dr T I - �.' D �E IADW – + + -f , i MDD.NN 14 +y +, 1 5" C i \ + + '- + v _ TOP DETAIL \,.']L\ 6' DIAMETER PRE - POND SECTION O]NCw EMANMOIE. SEE DLTAB. BELOW FDR DE!DGN OF RASE 1-- fTmwl D�Dwufltt �)E � .IN——E—D STRUCTURE BASE DETAIL =ffPDEDwRT�, TEE —D- 1 -11D END DNNE,EA NEDENDEI�:,E.�ND PLAN RAAED Bo sEcnon ie Nm. ��--GRAPE SECTION BDA Of PEW[ tEL LP ON LOP OE THE BOCK BERM '0 CALCTMATED EASED TO AL EIOw N TIE ND CAN BE FC-D'N THE WART ON 5 PAGE. MS"LivE 11 2E1) TO CISP 1 TM E ROW TO OBTAN A o I£LOOTY 1 2.0 rya 2 1 . NE ELEVATW OF E LEVEL S— BE MA%Nt OF 20 FEE' ABOVE ENISTNG DRADE ] A NNNUN 6 DAN— PLUNGE POOL. it OUTLET PROTECTION /PLUNGE POOL profile view road surface got sc��e .4.... 16' .r Co"4xKttd fill 24" 22' nott_ 'rhe streon,bed dope was t € !t'er'med using a mprecenWrve I &rsw ttgwtnt which included �j 3% strecimbed slope vpst,.ean wd doeam reaches 1 .��.o pw a/Ln • � _ of the project site. 6» stream bed material downslope end embedded 20% of vertical rise STREAMBED SIMULATION CROSS SECTION EMBEOEO CULVERT DESIGN ALLOWS FOR WATER AND AQUATIC LIFE PASSAGE BOTH ABOVE AND BELOW THE CULVERT page 1 of 2 PAGE 2 OF 2 �\o44 -,r\e PLAN VIEW ROAD EASE 16' 4 N outlet np rap silt fence during CULVERT BASE 22' construction Subject stream has no active flow. with only slight pooling in a few places. there is nothing to "dry in" or divert by pumping. PLANTING SCHEDULE An IM OM 8MW&M Rea: M b.hme cb� X� lab 0 r. rim0 ft at nix V-qomk wifts Aimed= 30 Riou Oak tt146111wo 30 B Fay 17 Rcft P o LS am Room U P Pia ('.�Imlau(J�r 4 swennew Z NMYdahmawmaP WM Bcgpn t "Mdafimdaw 1 WaterResources ENVIRONMENTAL QUALITY PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN Director May 25, 2016 Carl Morrison 254 Pearson Drive Asheville, NC 28801 Subject: Incident Closure NOV-2015-SS-0009 Buncombe County Dear Mr. Morrison: The Division of Water Resources has received the status report via email on May 13, 2016, related to the Notice of Violation NOV-2015-SS-0009. The written response, stabilization efforts and planting work performed have satisfactorily resolved the violations noted in the subject Notice of Violation. Your attention and cooperation is greatly appreciated. Should you have any questions regarding this matter or other water quality issues or concerns, please contact me at (828) 296-4662 or zan.price cr,ncdenr.aov. Sincerely, D.� Zan Price Assistant Regional Supervisor Water Quality Regional Operations Asheville Regional Office cc: Karen Higgins — 401 and Buffer Permitting Unit DWR ARO File Copy G:\WR\WQ\Buncombe\401s\Non-DOT\Morrison Farnts\2015 NOV\CLO.NOV.2015-SS-0009 Morrison.docx State of Norlb Carolina I Environmental Quality I Water Resources 2090 US Hwy 70 1 Swannanoa, North Carolina 28778 8282964500