Loading...
HomeMy WebLinkAbout20221765 Ver 1_ePCN Application_20221214DWR Division of Water Resources Initial Review Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) April 13, 2022 Ver 4.3 Has this project met the requirements for acceptance in to the review process?* Yes No Is this project a public transportation project?* Yes No Change only if needed. Pre -Filing Meeting Date Request was submitted on: 4/25/2022 BIMS # Assigned* Version#* 20221765 1 Is a payment required for this project?* No payment required Fee received Fee needed - send electronic notification Reviewing Office* Raleigh Regional Office - (919) 791-4200 Information for Initial Review la. Name of project: Cary Park Sewer Line Repair/Streambank Stabilization la. Who is the Primary Contact?* Eric Kulz What amout is owed?* $240.00 $570.00 Select Project Reviewer* Zachary Thomas:eads\ztthomas lb. Primary Contact Email:* lc. Primary Contact Phone:* eric.kulz@townofcary.org (919)462-3931 Date Submitted 12/14/2022 Nearest Body of Water UT to Morris Branch Basin Cape Fear Water Classification WS-IV; NSW Site Coordinates Latitude: Longitude: 35.815854 -78.914931 A. Processing Information County (or Counties) where the project is located: Wake Is this a NCDMS Project Yes No Is this project a public transportation project? * Yes No la. Type(s) of approval sought from the Corps: Section 404 Permit (wetlands, streams and waters, Clean Water Act) Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* Yes No 1 b. What type(s) of permit(s) do you wish to seek authorization? Nationwide Permit (NWP) Regional General Permit (RGP) Standard (IP) lc. Has the NWP or GP number been verified by the Corps? Yes No Nationwide Permit (NWP) Number: 58 - Utility Line Activities for Water and Other Substances (frequently used) NWP Numbers (for multiple NWPS): ld. Type(s) of approval sought from the DWR: 401 Water Quality Certification - Regular Non-404 Jurisdictional General Permit 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: 1f. Is this an after -the -fact permit application?* Yes No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? Yes No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? Yes No 1 h. Is the project located in any of NC's twenty coastal counties? Yes No 1j. Is the project located in a designated trout watershed? Yes No B. Applicant Information ld. Who is applying for the permit? Owner Applicant (other than owner) le. Is there an Agent/Consultant for this project?* Yes No 2. Owner Information 2a. Name(s) on recorded deed: Cary Park Prop Owners Assn (work within TOC sanitary sewer easement) 2b. Deed book and page no.: DB 012913 Pg 02345 2c. Contact Person: Eric Kulz 2d. Address Street Address Town of Cary Address Line 2 P.O. Box 8005 City Cary Postal / Zip Code 27512-8005 401 Water Quality Certification - Express Riparian Buffer Authorization State / Province / Region NC Country USA Yes No Yes No 2e. Telephone Number: 2f. Fax Number: (919)462-3931 2g. Email Address: * eric.kulz@townofcary.org C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: Of appropriate) Cary Park lc. Nearest municipality / town: Cary 2. Project Identification 2a. Property Identification Number: Real ID #0304229 2b. Property size: 3.71 2c. Project Address Street Address Behind 104 Oxford Creek Road Address Line 2 City State / Province / Region Cary NC Postal / Zip Code Country 27519 USA 3. Surface Waters 3a. Name of the nearest body of water to proposed project: * UT to Morris Branch 3b. Water Resources Classification of nearest receiving water: * WS-IV; NSW 3c. What river basin(s) is your project located in?* Cape Fear 3d. Please provide the 12-digit HUC in which the project is located. 030300020605 4. Project Description and History 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:* The project area is located within an undeveloped open space corridor within the Cary Park subdivision in western Cary. The site is surrounded by single-family residential properties on all sides. Cary Park and the surrounding area was developed in the early 2000s. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? * Yes No 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: 900+ 4h. Explain the purpose of the proposed project: * The purpose of the project is to protect an existing eight -inch aerial sewer crossing over a UT to Morris Branch. The UT has downcut to saprolite/bedrock, and is also experiencing lateral streambank erosion, and concrete blocking/piers which formerly supported the sewer line crossing have been exposed and are being undercut by erosion and have become suspended. In addition, the channel is clogged with riprap and wood debris, further causing lateral erosion by deflecting storm flows toward the streambank. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: * The project will involve removal of existing riprap and wood debris from the channel beneath the sewer line, which is exacerbating the lateral streambank erosion. Larger and longer concrete piers will be constructed around and beneath the existing piers to support the aerial sewer crossing. The channel flow/thalweg will be re -directed to the center of the channel by removing a point bar and a section of streambank causing a pinch point immediately downstream of the sewer line. Finally, the existing vertical streambanks will be layed back/re-graded, and the lower streambanks will be armored with riprap to prevent further lateral erosion. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* Yes No Unknown Comments: Likely when the subdivision was developed in the early 2000s. 5b. If the Corps made a jurisdictional determination, what type of determination was made?* Preliminary Approved Not Verified Unknown 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?* Yes 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 project or related activity? No D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): Wetlands Open Waters 3. Stream Impacts Streams -tributaries Pond Construction Buffers 3a. Reason for impact (?) 3b.Impact type* 3c. Type of impact* 3d. S. name* 3e. Stream Type* (?) 3f. Type of Jurisdiction* 3g. S. width 3h. Impact length* 61 Stabilization/rerouting Permanent Stabilization UT to Morris Branch Perennial Both 10 Average (feet) 30 (linear feet) S2 Stabilization Temporary Stabilization UT to Morris Branch Perennial Both 10 Average (feet) 65 (linear feet) 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 30 31. Total stream and ditch impacts: 95 3i. Total temporary stream impacts: 65 3j. Comments: Stream width is generally less than five feet except within the project area, where it has overwidened to approx. 10 feet. 6. Buffer Impacts (for DWR) 6a. Project is in which protect basin(s)? Check all that apply. Neuse Catawba Goose Creek Other Tar -Pamlico Randleman Jordan Lake 6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact Grading and stabilization P UT to Morris Branch No 325 0 6h. Total buffer impacts: Zone 1 Zone 2 Total Temporary impacts: 0.00 0.00 Total Permanent impacts: Zone 1 Zone 2 325.00 0.00 Total combined buffer impacts: 6i. Comments: Zone 1 Zone 2 325.00 0.00 E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Impacts will be minimized to the amount necessary to stabilize the streambanks and protect the sewer line crossing. Work will be mostly limited to within the existing 20-foot sewer easement. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: A pump -around will be used to allow work to be done in the dry. Work will be done during a period of low flow. Appropriate erosion control techniques will be employed. 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 this project DOES NOT require Compensatory Mitigation, explain why: Mitigation thresholds for stream and buffer impacts will not be exceeded. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No What type of SCM are you providing? Level Spreader Vegetated Conveyance (lower SHWT) Wetland Swale (higher SHWT) Other SCM that removes minimum 30% nitrogen Proposed project will not create concentrated stormwater flow through the buffer 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? * Yes No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? Yes No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? Yes No N/A - project disturbs < 1 acre Comments: Project is limited to stream stabilization and existing sewer line repair. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* Yes No 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)?* Yes No Comments: * Local funds only. Also, 15A NCAC 01C .0407 states that maintenance or repair activities on utilities within their existing ROW do not require filing of environmental documents. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* Yes No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* Yes No 3b. If you answered "no," provide a short narrative description. Project involves protecting existing sewer infrastructure associated with an existing residential subdivision. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* Yes No 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?* Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* Yes 5e. Is this a DOT project located within Division's 1-8? Yes No No Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? Yes No 5g. Does this project involve bridge maintenance or removal? Yes No 5h. Does this project involve the construction/installation of a wind turbine(s)?* Yes 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.? Yes No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS iPaC website accessed 11/17/22. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* Yes No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? * Site is not located within a coastal county. 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?* Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* HPOWeb 2.0 accessed 11/17/22 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* Yes No 8c. What source(s) did you use to make the floodplain determination?* Map No. 3720072500L. Revised Date: 7/19/22. 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. Click the upload button or drag and drop files here to attach document Cary Park Transmittal Letter and Attachments.pdf 5.6MB File must be PDF or KMZ Comments Signature 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: Eric Kulz Signature Date 12/14/2022 STORMWATER DIVISION December 14, 2022 NC Division of Water Resources 401 and Buffer Permitting Unit 1617 MSC Raleigh, NC 27699-1617 ATT: 401 and Buffer Permitting Branch Supervisor RE: Application for 401 WQC and Neuse Buffer Authorization Sewer Repair/Streambank Stabilization — Cary Park Subdivision Cary, NC Enclosed are attachments to the Town's application for the above -referenced project. The project site is sanitary sewer line aerial crossing over a UT to Morris Branch (Cape Fear/Jordan Lake). Streambank and bed erosion and downcutting has exposed and undermined concrete piers supporting an eight -inch ductile iron pipe. Lateral erosion is being exacerbated by riprap and debris in the channel bottom and a channel pinch point immediately downstream of the sewer line. The Town proposes the following: 1. Removal of riprap and wood debris from the channel beneath the sewer line; 2. Constructing larger and longer concrete piers around the existing piers to support the aerial sewer crossing; 3. Removing a section of streambank causing a pinch point immediately downstream of the sewer line, re -directing flow to the center of the channel; and 4. Laying back/re-grading the currently vertical streambanks and armoring the lower backs to prevent further lateral erosion. Proposed impacts are 30 LF of permanent stream impact (loss of stream length from re -alignment), 65 LF of temporary impacts (grading and bank stabilization) and 325 SF of Z1 buffer impacts (laying back and armoring streambanks). We are proposing the work be covered under a NW 58 from USACE and corresponding GC 4276, and a Jordan Lake buffer authorization for impacts associated with re -grading and armoring the streambanks. Please feel free to contact me at (919) 462-3931 if you have any questions regarding this application or project. Sincerely, Eric W. ulz Environmental Specialist cc: File Copy TOWN Of CARY 316 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512-8005 te1919-469-4030 • fax 919-460-4935 • www.townofcary.org TABLE OF CONTENTS 401 Pre -Application Meeting Request Email USGS Topographic Map (2019) USDA Soils Map (1970) Impact Maps Aerial Photograph (2017) Site Photos From: Eric Kulz To: 401PreFile( ncdenr.aov Cc: Jan Patterson Subject: Cary Park Stream Stabilization/Sewer Crossing Repair Date: Monday, April 25, 2022 10:22:00 AM Attachments: Fiaure 1 - USGS.odf Fiaure 2 - Soils.odf Aerial Photo.odf Photos with caotions.odf Project Name: Cary Park Stream Stabilization/Sewer Crossing Repair County: Wake Applicant Name: Town of Cary Additional Information/Notes: The Town of Cary is submitting this pre -filing meeting request per 40 CFR 121.4. The Town intends to submit 404/401 application for NW 58/GC 4276 for impacts to a UT to Panther Creek (Jordan Lake/Cape Fear basin) and associated Jordan Lake riparian buffers. An aerial sewer crossing within the Cary Park subdivision is located within a tight meander bend in the stream, and erosion is causing the support piers to become undermined. The Town proposes to construct larger piers around and beneath the existing piers, and remove sediment and rock from the channel to re- align flow and reduce the erosive force on the outer meander bend. All work is to be performed within a Town of Cary sanitary sewer easement. Anticipated impacts will be less than 40 feet of stream impact, and less than 1000 SF of buffer impact. Project design drawings are currently in progress. James Lastinger with USACE was consulted and based on the proposed scope of work, said the project would require a NW 58. See attached maps and photographs. Feel free to contact me if you have any questions or wish to schedule a meeting. Eric W. Kulz Environmental Specialist TOWN O f CARY, STORMWATER DIVISION PO Box 8005 1 Cory, NC 27512-8005 316 N. Academy Street I Cory, NC 27513 phone: 919.462.3931 1 cell: 919.621.1044 eric.kulz@townofcary.ora At the Town of Cary we focus every day on enriching the lives of our citizens by creating an exceptional environment and providing exemplary services that enable our community to thrive and prosper. In keeping with the NC Public Records Act, emails and all attachments may be released to others upon request for inspection and copying without prior notification. 1 `. -mom I 1 ,r , r • IZ r f I ! � r I �_�— -• ! _ y -+ �" Streambank 2019 USGS Topographic Map Stabilization/ Sewer Repair Cary Park S/D Cary, NC W 0 t WsE r Figure 2 1970 USDA Soils Map i:- r e-%.. r Streambank Stabilization/ Sewer Repair Cary Park S/D Cary, NC O O O 0 . ��ddIlff I aN0 'o / � \ a uw w / I \ O C) \ Ul K N\ U g� 0UU \ U ow r F 2021 Aerial Photograph Streambank Stabilization/ Sewer Repair Cary Park S/D Cary, NC View facing downstream toward sewer crossing. The stream is downcut to bedrock and over -widened and the crossing is in a sharp meander bend turning left (the pipe collar on the left creates a point bar -type effect). The right side collar is suspended. We are proposing removing the pipe and collars, replacing the pipe with another ductile iron eight -inch pipe within a 12-inch casing pipe. We also are proposing shifting the channel to the left at the pipe crossing to reduce the stress on the right outside meander bend at the pipe. We plan to lay the banks back some (especially the left bank) to achieve 2:1 or 2.5:1 slopes, and then armor the bed and banks with riprap. We estimate approx. 30 LF of stream impact. Closer view of left bank at pipe crossing. Closer view of right bank at pipe crossing. View from left bank to right bank across existing sewer crossing. Stream flow from right to left.