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HomeMy WebLinkAbout20211407 Ver 1_ePCN Application_20210922DWR Dlrlslon of Water Resources Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) June 1, 2021 Ver4.1 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* r Yes r No Change only if needed. BIMS # Assigned 20211407 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office* Asheville Regional Office - (828) 296-4500 Information for Initial Review la. Name of project: Hoopers Creek Stabilization la. Who is the Primary Contact?* Andrew Bick 1b. Primary Contact Email:* andrew@headvvaters-eng.com Date Submitted 9/22/2021 Nearest Body of Water Hoopers Creek Basin French Broad Water Classification C; Tr Site Coordinates Latitude: Longitude: 35.431053-82.461910 A. Processing Information County (or Counties) where the project is located: Henderson Is this a NCDMS Project r Yes r No Is this project a public transportation project?* r Yes r No Pre -Filing Meeting Information Version#* 1 What amout is owed?* r $240.00 IT $570.00 Select Project Reviewer* Kaylie Yankura:eads\kyankura 1c. Primary Contact Phone:* (828)606-0306 Is this a courtesy copy notification?* r Yes r No ID# Version 1 Pre -fling Meeting or Request Date 8/19/2021 Attach documentation of Pre -Filing Meeting Request here: nick the upload button or drag and drop files here to attach document DWR Pre -Filing Meeting Request Form.pdf File type mast be FCF 1a. Type(s) of approval sought from the Corps: V Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* r Yes r No 1b. What type(s) of permit(s) do you wish to seek authorization? W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: 13 - Bank Stabilization NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: fJ 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: 49.52KB r 401 Water Quality Certification - E>q)ress r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? r Owner fJ Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Livingston Farms Master Homeowners Association, Inc. 2b. Deed book and page no.: 1248/165 2c.Contact Person: Jane Fuqua r Yes r No r Yes r No 2d.Address Street Address IPM Corp. Address Line 2 PO Box 580 aty Arden Postal / Zip Code 28704 2e. Telephone Number: (828)650-6875 2g. Email Address:* jfuqua@ipmhoa.com 3. Applicant Information (if different from owner) 3a. Name: Andrew Bick 3b. Business Name: Headwaters Engineering, PC 3c.Address Street Address 45 Lotus Place Address Line 2 City Asheville Postal / Zip Code 28804 3d. Telephone Number: (828)606-0306 3f. Email Address:* andrew@headwaters-eng.com 4. Agent/Consultant (if applicable) State / Bwince / Rion NC Country USA 2f. Fax Number: State / Rmince / Region NC Country USA 3e. Fax Number: 4a. Name: Andrew Bick 4b. Business Name: Headwaters Engineering, PC 4c.Address Street Address 45 Lotus Place Address Line 2 (Sty State / Province / F bgion Asheville NC Postal / Zip Code Country 28804 USA 4d. Telephone Number: 4e. Fax Number: (828)606-0306 4f. Email Address:* a nd rew@h eadwaters-eng. com C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: (if appropriate) Livingston Farms 1c. Nearest municipality I town: Fletcher O 2. Project Identification 2a. Property Identification Number: 9662895574 2b. Property size: 4.79 2c. Project Address Street Address Near Meadow Pathway at Hoopers Creek Address tine 2 City Postal / Zip Code 3. Surface Waters 3a. Name of the nearest body of water to proposed project:" Hoopers Creek 3b. Water Resources Classification of nearest receiving water:* C; Tr 3c. What river basin(s) is your project located in?* French Broad 3d. Please provide the 12-digit HUC in which the project is located. 060101050702 4. Project Description and History State / Province / legion Country 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* Hoopers Creek drains an 11.5-square-mile watershed that includes a mixture of forest, agricultural and residential land uses. The left descending bank of the creek is bordered by row crops and the right bank is bordered by a residential development with a greenway trail that is being threatened by bank erosion. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r Unknown 4f. List the total estimated acreage of all existing wetlands on the property: 0 4g. List the total estimated linear feet of all existing streams on the property: 1450 4h. Explain the purpose of the proposed project:* The purpose of the project is to stabilize an eroding creek bank that is threatening a greenway trail and adjacent properties. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The project will involve stabilizing the right bank of the creek over a roughly 200-LF reach. Bank stabilization measures will include reinforced soil lifts with shrub plantings, stone toe reinforcement, constructed riffles, a log vane and excavation of a bankfull bench near the downstream end of the project reach. Access to the site will be from the right bank and equipment will operate from the top of bank as much as possible. Equipment will need to enter the channel in order to construct some project elements; a barrier -type diversion setup Will be used to divert base flow around the work area, and work will be staged during periods of lowflow in order to limit downstream sediment impacts. Equipment to be used will likely include track mounted excavators, dump trucks and various hand tools. A pump -around flow diversion is not practical for the large volume of base flow anticipated. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No O Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity? D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): r Wetlands W Streams -tributaries r Open Waters r Pond Construction 3. Stream Impacts r Buffers u 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type * [J.H.clictl f. Type of 3g. S. width * 3h. Imp*act :1 (?) on* length Bank stabilization Permanent Bank Stabilization Hoo ers Creek �ff::] Both h;;11�(l'1_:f:_:) i1 p :: 31. Total jurisdictional ditch impact in square feet: 0 31. Total permanent stream impacts: 200 31. Total stream and ditch impacts: 200 3j. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 31. Total temporary stream impacts: 0 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The design makes use of natural channel design techniques and will protect mature trees on the north bank. Native riparian shrubs will be planted in the stabilized bank areas. The log vane and stone toe will direct stream flows to the center of the channel and help improve bedform diversity, which should benefit fish populations. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Equipment will operate from the top of bank as much as practical. When equipment needs to enter the creek, base flowwill be diverted around the work area. Work will be staged such that no more stream bank is disturbed than can be stabilized by the end of that workday. Fueling will be performed at least 100 feet from the stream, and materials staging and stockpiling wit be kept outside of the 25-foot trout buffer. 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? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: The project will result in net benefits to natural resources and water quality. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: The project will not introduce new impervious surfaces or create new stormwater runoff patterns. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No Comments: A stormwater management plan is not required for a streambank stabilization project. G. Supplementary Information 6 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. This will be a discrete bank stabilization project. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* r Yes r No r Unknown 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 51. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? We reviewed the USFWS website for species information in the area and several plants, birds, clams and mammals are listed for Henderson County. Given the project setting and limited scope of work, we do not believe impacts to endangered species or habitats will occur. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* NOAA fisheries website. 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 status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* The NC SHPO website shows two significant houses in the general vicinity, one on Jackson Road and another on Souther Road, neither of which will be negatively impacted by the project. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8b. If yes, explain how project meets FEMAre quire ments: A no -rise study was submitted to the Town of Fletcher and received technical concurrence from the Town. 8c. What source(s) did you use to make the floodplain determination?* NC FRIS website Miscellaneous Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred. nick the upload button or drag and drop files here to attach docurred hoopers creek supplemental information.pdf 6.58MB Rle crust be FDF or IM2 Comments Supporting information is attached, including geomorphic data, photos and preliminary construction plans. Signature * [Z By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Andrew Bick Signature 6.31&'Kt� fo Date 9/22/2021 U Supplemental Information Hoopers Creek Stabilization at Livingston Farms Subdivision AGENT AUTHORIZATION FORM GEOMORPHIC DATA SITE PHOTOGRAPHS WATERSHED DELINEATION BANK STABILIZATION PLANS 4 HEADWATERS ENGINEERING MINN. Atm. Ms. Amanda Jones 151 Patton Avenue #208 Asheville, NC 28801 NC DWR, 401 and Buffer Permitting Unit 512 North Salisbury Street Raleigh, North Carolina 27604 1, the current landowner/managing partner of the property identified below, hereby authorize Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent during the processing of jurisdictional determination requests and permits to impact Wetlands and Water of )lx vw of the Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information as needed at the request of the USACE or DWR. Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers -41) VcAic f*34rir issuing a determination associated with Wetlands and Waters of the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. One property owner of record must accompany any said representative when the onsite investigation is conducted. Property Owner of Record: Livingston Farms Master Homeowners Association, Inc. Property Owner Address: C/o IPM Corp.; PO Box 580, Arden, NQ 28704 Phone Number: 828.650.6875 Property Location: Meadow Pathway at Hoo-pers Creek, Fletcher, NC 2aOwner/Managing partner Signature: Owner/Managing printed name: Date: m) O O M O LO N OII O O O LO L U N I i i !a i i i i i F C:) U) LO U] LO LO 'Ri0] LO 0] LO 04 0] LQ N O N O N O N O N d) N N(;;) uoiMAa13 N N ) n \ / m k % 7 o » / \ C) � \ I I R g g g o g g g g CN \ \ \ \ \ \ \ A A A A A A A A ug@A9 8 § § /%\ G 0 _ $ o co\Q- co_\ 0 a)r e a) 77777@2 & 4 E E R4 @ @ n o co 0— CD N co Ems: k 0 m o 0 m e o Q- o § d m ¥ o n » @ w o w eooan 0 ± �\\/ §2/� 0) ° S 0 » e & % ° C C.)7 > k�\\ / .$ ±C/@¥ \ 6 \ Q 0 m 0 o/ j : /f �\)" 0 > = E ± ��N\ E m � v R m 7 k E » 9 / 0 0 0 0 0ƒ\ m\\ 7 q 0 0 0 0 0 0 0 N N N N N N N ugmAG g c 0 .§ » E A 4-- k m § B $ �\ EE'co EE& co q 7 a) 225 /%$ \ o , G 0 _ e $ o = = E co0=%tCL ref 0 t £ co XCo t m 2 & R a) co 7= E E R4 17r—grog $ \ Cl)� & Q d 0 n d $ 8 0 ± » c 3 ./ » ± � 0 ± 3: 0 m 4-- § m ER \ A 6 6 6 0 md- §39 �\\/ §//� c$S 0 = f/5ƒ _ < a a 2 5 e e C) / @ n / 6 Q q N N U L Q O O 2 O U N d N U L VJ 70 M� W number of particles LO o LO o N N LO O O O O O 3 3 I 6 — — — — — — — — — — — — — — 3 6 0 6 I 0 0 0 0 0 0 0 0 0 0 O 0 0 LO LO 0 0 O O 70 � CO > CO 0 O) N U 0 O O E E O N to 6? O r— O i CO N C C (n O 0 M O to N E L N 0 r 0 0 0- O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 O 0') CO I— (D LO I-* CO N ueyj aauiil juawad 00 LO 00 N 0') 0') _6 — — N N CO E E (O LO CDLO� LO N — M LO(O M M _ 0 0 0 0 0 0 Site Photographs — Hoopers Creek at Livingston Farms Subdivision Fletcher, NC Looking Downstream at Eroding Bank — Mid -Reach Looking Downstream at Eroding Bank —Site of Proposed Bankfull Bench 4 HEADWATERS FN131N��RING Site Photographs — Hoopers Creek at Livingston Farms Subdivision Fletcher, NC Looking Upstream Near Upstream Limits Looking Downstream near Upstream Limits 4 HEADWATERS FN131N��RING StreamStats Report Region ID: NC Workspace ID: NC20210721154440304000 Clicked Point (Latitude, Longitude): 35.43100,-82.46114 Time: 2021-07-21 1 1:44:56 -0400 DUCKER MOUNTAIN ,Skyland r . Royal Pine4 0 Basin Characteristics Parameter R A kNH1LI . .'}rN Ger'tc:>n' .—_ &L`, ^ r [{N Z W ti"1#`AL F, (1+rY �'�1NTAfh3 Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 11.5 square miles PCTREG1 Percentage of drainage area located in Region 1 - Piedmont / Ridge 0 percent and Valley PCTREG2 Percentage of drainage area located in Region 2 - Blue Ridge 100 percent PCTREG3 Percentage of drainage area located in Region 3 - Sandhills 0 percent PCTREG4 Percentage of drainage area located in Region 4 - Coastal Plains 0 percent PCTREG5 Percentage of drainage area located in Region 5 - Lower Tifton 0 percent Uplands Peak -Flow Statistics Parameters [Peak Southeast US over 1 sgmi 2009 5158] Parameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 11.5 square miles 1 9000 PCTREG1 Percent Area in Region 1 0 percent 0 100 PCTREG2 Percent Area in Region 2 100 percent 0 100 PCTREG3 Percent Area in Region 3 0 percent 0 100 PCTREG4 Percent Area in Region 4 0 percent 0 100 PCTREG5 Percent Area in Region 5 0 percent 0 100 Peak -Flow Statistics Flow Report [Peak Southeast US over 1 sgmi 2009 5158] PII: Prediction Interval -Lower, Plu: Prediction Interval -Upper, ASEp: Average Standard Error of Prediction, SE: Standard Error (other -- see report) Statistic Value Unit PII Plu ASEp 50-percent AEP flood 735 ft"3/s 421 1280 34.5 20-percent AEP flood 1300 ft"3/s 750 2250 34 10-percent AEP flood 1740 ft"3/s 987 3070 35.1 4-percent AEP flood 2330 ft"3/s 1270 4260 37.5 2-percent AEP flood 2760 ft"3/s 1460 5210 39.6 1-percent AEP flood 3280 ft"3/s 1680 6410 41.9 0.5-percent AEP flood 3730 ft"3/s 1840 7560 44.3 0.2-percent AEP flood 4430 ft"3/s 2080 9440 47.7 Peak -Flow Statistics Citations Weaver, J.C., Feaster, T.D., and Gotvald, A.J.,2009, Magnitude and frequency of rural floods in the Southeastern United States, through 2006—Volume 2, North Carolina: U.S. Geological Survey Scientific Investigations Report 2009-5158, 111 p. (http://pubs.usgs.gov/sir/2009/5158/) USGS Data Disclaimer: Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S. Geological Survey (USGS), no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. USGS Software Disclaimer: This software has been approved for release by the U.S. Geological Survey (USGS). Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied, is made by the USGS or the U.S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U.S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer: Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. 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The project seeks to stabilize a roughly 200-LF reach of the creek using bioengineering and in -stream structures. The site is located adjacent to Meadow Pathway in Fletcher at 35.431267,-82.460849. By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. 1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. 1 also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature * Submittal Date 8/19/2021