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Home My WebLink AboutReduced_SAW-2020-01089 PCN_17APR2023From: Hreha, Lisa L CIV USARMY CESAW (USA) To: chris.tinklenbera(c�kimlev-horn.com Cc: Perez, Douglas J CIV (USA); CharlotteNCREG; Hreha, Lisa L CIV USARMY CESAW (USA) Subject: SAW-2020-01089 (Cross -Charlotte Trail - Orr Road to Rocky River Road) Date: Wednesday, April 19, 2023 11:50:32 AM Dear Applicant/Agent: We have received your PCN request on April 17, 2023, and it has been assigned USACE project number SAW-2020-01089. Please reference this project number in all future communications. All future inquiries concerning this matter should be directed to Doug at Doug.J.Perez@usace.army.mil. Thank You Lisa Charlotte Regulatory Field Office, Wilmington District, US Army Corps of Engineers Lisa L. Hreha Regulatory Program Technician Charlotte Regulatory Field Office U.S. Army Corps of Engineers, Wilmington District 8430 University Executive Park Drive, Suite 615 Charlotte, NC 28262 Dieese note. fields marked with a red asterisk berow are required. Yoj will not be able to submit the form inti, an mandatory questions are answered. Proj,:ct '.ypc: * Fo; the Record Only (Courtesy Copy) New Project Modification/New Project with Existing ID More Information Response Other Agency Comments Pre -Application Submittal Re-IssuancelRenewal Request Stream or Buffer Appeal PFe-F! lin, M.;etinq Dats Rcquvst was s,bmitted _ n: 4125/2022 Project Contact Information Name: Chris Tinklenbc;y Wo iF sibm.ttMg tie inforia.ion] Email Address: * . hris LinklenberyUk;, i,ley-horTi.o —n Project Information Eaicting ID #: 20201950 20170001(no dashes) Existing Ve-sivi-,: * 1 Project Name:* Cross Ghadorte Trail - Orr Roaa .o RocKy River Ro, d t02R21 ;s tnis a p-..blic t.ansportation project?* Yes No Is the p, oject located within a N[: DCM Area of Envi: onmental Concern jAECj? Yes No Unknown Is this project connected wit, ARC; funding?* Yes No County (ies)* Mecklenburg Please upload all files that need to be submited. Click the u.,load button or drag and drop files here to attach document 20230406 XCLT 02R2 SAW-2020- 50.55MB 01089 NWP13_14_Reauthorization.pdf On IV pdf OF kmz files are accepted Describe the attachments or add comments: On behalf of our client, City of Charlotte. Kimsey-Hom (KH) Is submitting the reauthorization to the Section 404/401 Pre -Construction Notification for the above -referenced project for your review pursuant to a Nationwide Permit 413 and #14 and General 401 Water Qua Iity Certification number 4245 and Individual 401 Water Quality Certification. * By checking the box and signing box below, I certify that: ■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of .y knowledge and belief. ■ I, 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 agree that submission of this online form is a 'transaction" subject to Chapter 55, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"}; I agree to conduct this transaction by electronic means pursuant to Chapter 55, 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 online form. Signature: * 64;tr.J . r ►r t� Submittal Date: Preliminary ORM Data Entry Fields for New Actions ACTION ID #: SAW- 2020-01089 Begii, Date (Date Received): Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: Cross Charlotte Trail -Orr Road to Rocky River Road 2. Work Type: ❑Private ❑ Institutional W-1 Government ❑ Commercial �. Project Description / Purpose [PCN Form ,33d and B3e]: This application is to request reauthorization to construct a greenway segment, consisting of approximately 2.3-miles of multi -use path from Orr Road to Rocky River Road. This project will connect to the Cross -Charlotte Trail's We]lingford to Orr (Hidden Valley) segment to the south and the Toby Creek Phase 2 Greenway to the north. This submittal is to request reauthorization of the PCN pursuant to NWP 13 and NWP 14 for Cross Charlotte Trail - Orr Road to Rocky River Road. 4. Property Owner / Applicant [PCN Form A3 or A4]: City of Charlotte POC: Chandler Crafts; 600 East 4th Street, Charlotte, NC 28202; 980-214-7291; Chandler.Crofts@charlottene.gov 5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]: Chris Tinklenberg, PWS (Kimley-Horn) 6. Related Action ID Number(s) [PCN Form 135b]: 7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form B lb]: The subject corridor is located between Orr Road and Rocky River Road West in Mecklenburg County, NC. Project Coordinates (Decimal Degrees); 35.273051 N,-80.750794 W Project Location — Tax Parcel ID [PCN i orm B Ia]: Multiple - Linear Project 3. Project Location — County [PCN Norm A2b]: Mecklenburg 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte 11. Project Information — Nearest Waterbody [PCN Form B2a]: Toby Creek 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Rocky River (HUC 03040105) Authorization: Section 10 ❑ Section 404 ❑� Regulatory Action Type: Standard Permit Nationwide Permit#13 & 14 Regional General Permit # ❑ Jurisdictional Determination Request Section 10 and 404 ❑ Pre -Application Request Unauthorized Activity H Compliance No Permit Required Revised 20150602 Kimley>»Horn April 6, 2023 Mr. Dou,- Perez Wil.n;ngton Charlotte Regu;atory Fieii Cifice US Arm Corps of Engineers 84:.10 Jniversity Executive Park Drive, Suits 6; 5 Charlotte, NC 28262 Mr. Paul Woloski NC DWR, 401 & Buffer Permitting Branch 512 North Salisbury Street Raleigh, NC 27604 Re: Pre -Construction Notification (NWP #13 &14) Reauthorization Request Cross Charlotte Trail — Orr Road to Rocky River Road (02R2) (SAW-2029-01089) Charlotte, Mecklenburg County, NC Dear Mr. Perez and Mr. Wojoski: On behalf of our client, City of Charlotte, Kimley-Horn (KH) is subrr fitting the reauthorization to the Section 404/401 Pre -Construction Notification for the above -referenced project for your review pursuant to a Nationwide Permit #13 and #14 and General 401 Water Quality Certification number 4245 and Individual 401 Water Quality Certification. The proposed project seeks to construct a 2.3-mile multi -use trail on new location. The project improvements involve the construction of a 12' wide greenway, with rive — 10' w do cGnn.;ciio.is. i he piojtict aisJ incluoe, a 12 and 14' wine multi -use path along Orr Road. The segment of trail is part of the larger, master - planned Cross -Charlotte Trail. Authorization is requested under NWP 13 to install rip -rap necessary to stabilize the stream banks along the abutments of the proposed pile -supported boardwaIKS over Tony CreeK. Additionally, authorization is requested under NWP 14 to install a crossing over Stream 5 consisting of 24" RCP baseflow culvert and 2-24" RCP flood flow culverts. Temporary stream impacts are necessary to install temporary stream crossings for construction equipment access as well as for construction activities necessary to construct six permanent boardwalk stream crossings. The center of the project corridor is located at 35.2T3051 °,-80.750794°. The following information is included as part of this application submittal: • Project Summary Sheet ■ Pre-Lot,struct�o,, Nothicaticn Form • Agent Aut; torizatio. • Permit Dra . ings ■ Compensatory Mit?gation N,.WAM Form NCSAM Form a City of Charlotte Credit Reservation Letter PRE ,,EC i' BACKGROUND The Cross -Charlotte Trail (XCLT) is a proposed 26-mile greenway trail proposed to stretch from the North -South Carolina state line, through the UNC Charlotte Campus and to the Cabarrus County line. Through a partnership between the City of Charlotte and Mecklenburg County, this trail will connect parks, landmarks, and major employment centers and will serve both passive and active recreational opportunities for greenway users, while maintaining and preserving the natural aspects of the corridor. The Orr Road to Rocky River Road (02R2) segment includes the construction of a 2.3-mile multi -use trail. The project improvements involve the construction of a 12' wide greenway, with five — 10' wide connections. The project also includes a 12' and 14' wide multi -use path along Orr Road. The project also includes 8 pile -supported boardwalks and 2 concrete swale bridges. Kimley ))) Horn PO!, _ This segment of trail will tie into the existing Little Sugar Creek Greenway at N Tryon St and will continue east to Rocky River Rd. in general, the 26-mile corridor will utilize existing and maintained sanitary sewer easement corridors in order to reduce clearing impacts, however. the 02R2 section of XCLT is heavily constrained by a number of factors including topography, access, grade -separation issues, aerial and above -ground utilities and private commercial/residential properties. PROPOSED IMPACTS TO JURISDICTIONAL WATERS The overall protect includes the construction of a 2.3-mile multi -use frail on new location. The trail width ranges from 12' to 14' at various locations throughout the trail alignment. Authorization is requested under NWP 13 to install rip -rap scour protection necessary to stabilize the stream banks along the abutments of the proposed pile -supported boardwalks over S1 (Toby Creek). A total of t0 LF of rip -rap bank stabcixat-oa is proposed at four (4) pile -supported boardwalk structures. Class II rip -rap will be appropriately keyed into the stream banks and will not exceed 1 CY per running foot below the ordinary high water mark along Toby Creek. The boardwalk stream crossings also propose the installation of 8" diametertimber piles for support. These timber piles will not result in an impact to the stream as they will not substantially harm or eliminate aquatic functions and values of the stream. Authorization is requested under NWP 14 to install a 24" RCP culvert crossing with two elevated 24 - RCP culverts to convey flood flows. Rip -rap outlet protection is necessary in order to meet non -erosive design criteria. Installation of the culvert and associated outlet protection will result in 75 LF -f permanent impacts t;. S5. The length and width of the rip -rap outlet protection has been minimized to the greatest extent practicable while meeting non -erosive design criteria. The rip -rap apron will be installed so that the finished elevation of the rip - rap does not exceed that of the existing channel bed elevation along S5. Authorization is also requested under NWP14 for temporary stream impacts associated with construction activities necessary to install the four (4) pile -supported boardwalk stream crossings. Additionally, temporary stream impacts are necessary to install temporary stream crossings for construction equipment and haul roads. The construction activities associated with the temporary stream crossings will result in 175 LF of temporary impacts to S1 {Toby Creek;. In addition to stream impacts, authorization is requested under NWP14 to construct the proposed 12' greenway path through Wetland 1 (WI). Construction of the path will result in 0A2 acres of permanent impacts to' 11. A 15" RCP v.ill be installed to convey U.etland drainage post construction. Overall, impacts associated with the construction of the greenway will result in 75 LF of permanent impacts to non -wetland waters of the US and 0.02 acres of permanent impacts wetlana waters of the US. AVO DANCE AND M NIMIZATION In lieu of encapsulating the stream at multiple locations resulting in complete losses of stream functions, the applicant proposes pile -supported boardwalks to avoid impacts to the bed of the stream. Rip -rap bank stabilization is necessary to provide long-term bank stability and protect the infrastructure. Additionally, the footings associated with the boardwalks will be installed in a manner that limits the disturbance to the stream to the greatest extent practicable. The proposed 24" RCP culvert crossing along S5 has been designed and will be installed in such a manner that the original stream profile will not be altered. The culvert will be installed below the elevation of the streambed by 20% of the culvert diameter to promote passage of fish and other aquatic organisms and to maintain passage during drought or low flow conditions. The designed width, height, and gradient of the proposed culvert is sufficient to pass average low flow and spring flow without adversely altering flow velocity. All temporary impacts and disturbed areas will be returned to pre -construction conditions upon completion of the activities. Kimley>»Horn COMPENSATORY MITIGATION po!z,-, _ Compensatory mitigation will be met by the purchase of credits through the City of Charlotte's Stream and Wetland Mitigation Bank. 75 LF of stream impacts will be mitigated through the purchase of stream mitigation credits. Based on an NCSAM assessment of Low for Stream 5, mitigation is proposed at a 1.5:1 ratio for impacts to this feature, or 113 stream mitlgation credits. Additionally, 0.02 acres of wetland impacts will be mitigated through the purchase of wetland mitigation credits. Based on an NCWAM assessment of Medium for W1, mitigation is proposed at a 2:1 ratio for impacts to this feature, or 0.04 wetland mitigation credits. In total, 113 stream mitigation credits and 0.04 wetland mitigation credits will be purchased from the City to offset impacts associated with this project. Please feel free to contact me at (704) 409-1802 if you have any questions or if additional information is necessary. Sincerely. KIMLEY-HORN AND ASSOCIATES, INC. Chris Tinkienberg, PWS Environmental Scientist Kimley>>�Harn Project SummarjT Sheet Project Name. Cross Charlotte Trail -Orr Road to Roy -v River Road ,O2R2; Applicant Name and Address: City of Charlotte [FOC: Chandler Crofts 600 East Fourth Street Charlotte, NC 28202 Telephone Number: 980-2 .1-7291 Type of Request: ® Nationwide PCN (NWT #13 & t1 4) ❑ Individual Permit Application ❑ Jurisdictional Determination ❑ Other: Included. Attachments: ® Project Plans ® USGS Map ® NRCS Soil Survey ® Agent Authorization ❑ Delineation Sketch ® Delineation Survey ❑ Data Forms (Up & Wet) ❑ NCDW'R Stream Forms ❑ USACE Streatu Forms ❑ NCDMS Confirmation ® Aerial Photo ❑ Site Photos ® Agency Correspondence ❑ Other: ❑ Other: Checkif applicable: ❑ CAMA County ❑ Trout County ❑ Isolated Waters ❑ Section 7, ESA ❑ Section 106, NBPA ❑ EFH ❑ Mitigation Proposed )❑ NC EEP ❑ On -Site ❑ Off --Site ❑ Other) County: VlecklenburR Nearer. City/Town: Charlotte Waterway: Tobti Creek River Basin: Rocky River H.U.C.: 03040105 17SGS Quad Name: Derita & Harrisbutr Proper"r Size (acres): 11.5 acres Alproa. Size of Jurisdiction on Site 4 acres): 462 LF / 0.02 ac Site Coordinates (in decimal degrees): 3-?73051GN.-80.750794 °W Project Location: The project is located Nvest of the intersection betweenN Tryon St and Orr Rd in Charlotte. Mecklenburg County. NC. Site Description: The proposed project includes the construction of an approxmiately_ 2.3-mile multi -use trail on new location. Impact Summary- (if applicable): Authorization is requested under WEST 13 to install 80 LF of rip -rap scour protection necessary to stabilize the stream banks along the abutments of the oronosed pile-su000rted boardwalks over S1 (Toby Creek). Authorization is requested under NET 14 to install a 24" RCP culvert crossing «iih INVO elevated 24", RCP culverts to convev flood flows resulting in 75 LF of permanent impacts to S5. Additionally. authorization is requested under NTWP 14 to for 1755 LF of temporary impacts to SI and to construct the proposed t 2 ' greenway path throug� Wetland I [W1). Construction of the path will result in 0.02 acres of permanent impacts to Wl. NWP Open Water (acres) Wetland (acres) Stream Channel Intermittent and/or Unimportant A Vatic Function Perennial and/or Important Aquatic Function # Temp. Perm. Temp. Perm. Tem . Perm. Temp, Perm. If ac if ac if ac if Ac 13 5o 14 fl.02 75 175 Total 0.02 72 175 so Total Permanent (Loss) Impact to Wetland Waters of the U.S. 0,02 ac Total Permanent (Loss) Impact to Non -Wetland Waters of the U.S 75 LF Iiimley-Horn Contact: Chris TinUenberg. PWS Direct Number: ( 704) 409-1802 Email: Chris.tinUenbergCt�,jkimley-horn.com a� wady 0 � r O Nil� Y Office Use Only: Corps action I D no. DW❑ project no. Farm version 1.3 Dec 10 20OU Pre -Construction NotIflcatioII PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps ®Section 404 Permit ElSection 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 &14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ® Yes ❑ Na 1d. Typets) of approval sought from the DWQ (check all that apply): ® 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 ® 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 1 g. Is the project located in any of NC's twenty coastal counties? If yes, answer 1 h below. ❑ fires ® No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Cross Charlotte Trail - Orr Road to Rocky River Road 2b. County: Mecklenburg 2c. Nearest municipality! town: Charlotte 2d. Subdivision name: NIA 2e. NCDOT only, T.I.P. or state project no: NIA 3. Owner Information 3a. Name(s) on Recorded Deed: City of Charlotte and Right of Entry Agreements (POC: Chandler Crofts) 3b, Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 600 East Fourth St 3e. City, state, zip: Charlotte, NC 28202 3f. Telephone no.: 960-214-7291 3g. Fax no.: 3h. Email address: Chandier.Crofts@charlottenc.gov Page 1 of 11 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/ onsultant Information (if applicable) 5a. Name: Chris Tinklenberg, PWS 5b. Business name (if applicable): Kimley-Horn and Associates 5c. Street address: 200 South Tryon Street, Suite 200 5d. City, state, zip: Charlotte, NC 28202 5e. Telephone no.: 704-409-1802 5f. Fax no.: 5g. Email address: Chris.Tinklenberg@kimley-horn.com Page 2 of 11 .RCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Poor Project K--itory 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: 35.269520 Longitude:-80.755258 (DD.DDDDDD) [ DD.DDDDDD] 1c. Property size: 11.47 acres (Limits of Disturbance) 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed Toby Creek project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Rocky River Lower Catawba (HUC 03040105) 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: The project corridor is located west of the intersection between N Tryon St and Orr Rd within the urbanized Toby Creek (TC) watershed. Three streams, Toby Creek (S1 ) and two UTs to Toby Creek (S3 & S5) are present on -site. Surrounding the creeks and the project corridor are commercial and retail properties and multi -family residences. 3b. List the total estimated acreage of all existing wetlands on the property: 0.02 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: The total length of all on -site streams is approximately 462 linear feet. 3d. Explain the purpose of the proposed project: The purpose of this project is to construct an approximately a 2.3-mile multi -use trail. The project improvements involve the construction of a 12' wide greenway, with five — 10' wide corooGtions. rho project also includes a 12' and 14' wide multi- use path along Orr Road. The project also includes 4 pile -supported boardwalks and 2 concrete swale bridges. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will tie into an existing concrete sidewalk at the intersection of Orr Rd. and N Tryon St and continue to Pecan Grove MHP Dr. The project corridor continues east and ends at Rocky River Rd. The new greenway seeks to create/enhance neighborhood connectivity, provide safe bicycle and pedestrian access to the NODAIEastway area, as well as provide street access. The proposed asphalt and concrete greenway will rangie from 12' wide to 14' wide. General construction equipment includes, but are not limited to, bulldozers, excavators, front-end loaders, etc. will be used for construction purposes. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property/ project ®Yes El No El Unknown (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of ®Preliminary El Final determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley-Horn & Assoc., Inc. Name (if known): Chris Tinklenberg Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 06/25/2020 5. Project History 5a. Have permits or certifications been requested or obtained for this ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Authorization for this application was approved 2J8l2021 (SAW-2020-01089). This application is for reauthorization. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ® Yes ❑ No 6b. If yes, explain. When complete, the Cross -Charlotte Trail will include 26 miles of trail and connectors. Currently, half of the overall trail is in design or under construction. Per coordination with USACE and NCDWR, any impacts associated with future phases of the project require compensatory mitigation. The City of Charlotte will continue to address future phases of the project and mitigation requirements associated with those phases with USACE and NCDWR when necessary. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ® Wetlands ® 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) (if known) DWQ — non-404, other) (acres) or Temporary T W1 - Impact 6 Fill PFO Y Corps - 404 0.02 2g. Total wetland impacts 0.02 2h. Comments: In addition to stream impacts, authorization is requested under NWP14 to construct the proposed 12' greenway path through Wetland 1 (W1). Construction of the path will result in 0.02 acres of permanent impacts to W1. A 15' RCP will be installed to convey wetland drainage post 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. 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) intermittent DWQ — non-404, width (linear or Temporary (INT)? other) (feet) feet) (T) S1 — Impact 1 ® P ❑ T Bank stabilization S1 —Toby Creek ® PER ❑ INT ® Corps ® DWQ 15 20 S1 — Impact 2 ❑ P ® T Construction access S1 —Toby Creek ® PER ❑ INT ® Corps ® DWQ 15 65 S1 — Impact 3 ® P ❑ T Bank stabilization S1 —Toby Creek ® PER ❑ INT ® Corps ® DWQ 15 20 S1 — Impact 4 ❑ P ®T Construction access S1 —Toby Creek ® PER ❑ INT ® Corps ® DWQ 15 50 S5 — Impact 5 Culvert Installation S5 — UT to Toby ❑ PER ® Corps 3 75 ® P ❑ T Creek ® INT ® DWQ S1 — Impact 7 ® P [_1T Bank stabilization S1 —Toby Creek ® PER ❑ INT El Corps ® DWQ 15 20 S1 — Impact 8 ❑ P ® T Construction access S1 —Toby Creek ® PER ❑ INT ® Corps ® DWQ 15 40 S1 —Impact 9 IS P ❑ Bank stabilization S1 —Toby Creek I ® PER INT ® Corps ® DWQ 15 20 S1 — Impact 10 ❑ P ® T Construction access S1 —Toby Creek ® PER ❑ INT ® Corps ® DWQ 15 20 3b. Total stream and tributary impacts 330 3i. Comments: The overall project includes the construction of a 2.3-mile multi -use trail on new location. The trail width ranges from 12' to 14' at various locations throughout the trail alignment. Authorization is requested under NWP 13 to install rip -rap scour protection necessary to stabilize the stream banks along the abutments of the proposed pile -supported boardwalks over S1 (Toby Creek). A total of 80 LF of rip -rap bank stabilization is proposed at four 4 pile -supported boardwalk structures. Class II rip -rap will be appropriately keyed into the stream banks and Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version will not exceed 1 CY per running foot below the ordinary high water mark along Toby Creek. The boardwalk stream crossings also propose the installation of 8" diameter timber piles for support. These timber piles will not result in an impact to the stream as they will not substantially harm or eliminate aquatic functions and values of the stream. Authorization is requested under NWP 14 to install a 24" RCP culvert crossing with two elevated 24" RCP culverts to convey Flood Flows. Rip -rap outlet protection is necessary in order to meet non -erosive design criteria. Installation of the culvert and associated outlet protection will result in 75 LF of permanent impacts to S5. The length and width of the rip -rap outlet protection has been minimized to the greatest extent practicable while meeting non -erosive design criteria. The rip -rap apron will be installed so that the finished elevation of the rip -rap does not exceed that of the existing channel bed elevation along S5. Authorization is also requested under NWP14 for temporary stream impacts associated with construction activities necessary to install the four (4) pile -supported boardwalk stream crossings. Additionally, temporary stream impacts are necessary to install temporary stream crossings for construction equipment and haul roads. The construction activities associated with the temporary stream crossings will result in 175 LF of temporary impacts to S1 (Toby Creek). Overall, impacts associated with the construction of the greenway will result in 75 LF of permanent impacts to non -wetland waters of the US and 0.02 acres of permanent impacts wetland waters of the US. 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 Temporary T 4f. Total open water impacts 4g. Comments: 5. 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 Prop-Dsed L se or purpose Df (acres) number pD.,d Flooded Filled Excavated Flooded Filled Excavated Flooded 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: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. 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. ❑ Neuse El Tar -Pamlico ❑ ether: Project is in which protected basin? ® Catawba ❑ Randleman fib. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for impact Stream name mitigation (square feet) (square feet) or Temporary required? T ❑P❑T El Yes ❑ No 6h. Total buffer impacts 6i. Comments: The proposed project will not impact protected riparian buffers. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The alignment of the Cross City Charlotte Trail utilizes existing right-of-way, thus minimizing additional impacts to jurisdictional areas. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. In lieu of encapsulating the stream at multiple locations resulting in complete losses of stream functions, the applicant proposes pile -supported boardwalks to avoid impacts to the bed of the stream. Rip -rap bank stabilization is necessary to provide long- term bank stability and protect the infrastructure. Additionally, the footings associated with the boardwalks will be installed in a manner that limits the disturbance to the stream to the greatest extent practicable. The proposed 24" RCP culvert crossing along S5 has been designed and will be installed in such a manner that the original stream profile will not be altered. The culvert will be installed below the elevation of the stream bed by 20% of the culvert diameter to promote passage of fish and other aquatic organisms and to maintain passage during drought or low flow conditions. The designed width, height, and gradient of the proposed culvert is sufficient to pass average low flow and spring flow without adversely altering Flow velocity. All temporary impacts and disturbed areas will be returned to pre -construction conditions upon completion of the activities. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ® Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ® Corps ® Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: City of Charlotte Stream and Wetland Bank 3b. Credits Purchased (attach receipt and letter) Type: Stream and Wetland Quantity: 75 LF and 0.02 acres Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 3c. Comments: Impact 9 (S5) — Culvert installation 75 LF - Permanent Impact 10 (W1) — Greenway Construction 0.02 acres - Permanent 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 El 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 Perm ittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 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) 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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 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? ❑ Yes ® No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version 2. Stormwater Mlana ement Plan 2a. What is the overall percent imperviousness of this project? 1.5% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is a linear facility and Little Sugar Creek has been grandfathered, therefore, the project is being treated as one facility and is not subject to the additional impervious built upon area requirements. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ 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 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 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ❑ 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 (NEPAISEPA)? 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 ® 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: Wastewater will not be generated by this project. Page 10 of 11 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 LISFWS concerning Endangered Species Act ® Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the LISFWS 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? A review of the North Carolina Natural Heritage Program (NCNHP) database on January 19, 2021, did not indicate the occurrence of endangered species within the project boundary. Additionally, pedestrian surveys conducted by Kim ley -Horn in September 2019, did not identify any occurrences of protected species within the property boundary. A concurrence request letter was submitted to the LISFWS on January 19, 2021. At the time of the report, a response has not been received. 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? NCNHP element occurrence database did not indicate the presence of EFH within the project boundary. 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? Kimley-Horn consulted the North Carolina State Historic Preservation Office (SHPO) HPCWEB GIS service on January 13, 2021. No documented architectural, historic, or archaeological sites of significance within the project boundary were identified. A request letter was submitted to SHPO to determine the presence of archeological, cultural, or historic resources on January 19, 2021. NCSHPO responded on March 1, 2021 and had no comment. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year flood plain? ® Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: A flood impact analysis report, no -impact certification, and individual flood plain development permit will be submitted to Mecklenburg County for review and approval prior to construction/restoration activities. The results of the flood impact analysis show that there is no net increase in base flood elevations. 8c. What source(s) did you use to make the floodplain determination? FIRM Panel 3710457600K and 3710457500L � ` Chris Tinklenber PWS �Io1202:� Applicant/Agent's Printed Name Date Applicant<'Agent's Signature (Ag_ nt's sign ture is valid only if an autnonzabon —tter from `ne appicant `s p'rn"ded-) Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION FORM Name: ChanciLr Crofts 600 East Fourth Street Charlotte, NC. 2920,, Phone: 980-214-7291 Email: ccrofts@charlotte::c.gov Project Name/Description: Cross Charlotte Trail - Orr Road to Rocky River Road (02R2) Date: 4/4/23 The Department of the Army U.S. Army Corps of Engineers, Wilmington District Raleigh Regulator] Field Office Attention: Doug Perez Re: w etland Related Consu'ting and Permitting I he City of Charlotte , hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certifications applications and to furnish upon request supplemental information in support of applications etc. from this day for, lard until successful completion of the permitting process or revocation by the ov ner. In addition, I, the undersigned, under contract to purchase the property/properties identified herein, do authoriLe representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Mater Act and/or Section 10 of the Rivers and Harbors Act of 1899. Authorized this the 4th day of April , 2023 Chandler Crofts Authorized Representative (Print Name) e.�� a Authorized Representative (Signature) w21V II12WR:AL UTII►[� surld le+tt-I ZZ�W :Jlglun ti 0-40- tf 111-TARI AN.)ON O.i. Ml[] ' '[IV2IZ 3J L�'[�v'fia 55�Z1� auus� �aaias� A � 1 H rl y � T C w .� a u �% Qe- '� �a i 3 � � � 5 g 55 gyyg I' 6� NINO 3 �"� y tin J. 5 Jim! �yqy7 is3yy -' b'lilt m . $b' Sid 2p '41 q yy etlp�5 �hpy� @p°€ii�k�C�� 3 �~�} ,.,��Y L � Y, �� o� } R ' �R� 1166� Rii%s9an !. 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IMMAN31 OS Sao 'ilYi1.L 3J107��71Jti.+[rl l uen Win— •�mn �� ux 'a 9ff a� ►� Q �RfiNAIVRf viWNo►Al * rorri 3�cv��.r." uvx a�ry-w��H ��xe��p: y��o-�„�o„�.�,[ uj'oH(<(Aajwr :+ate ��•��••,•�1 �� _ - �� •-c =".y�: '- Lail L v U VA:3Q 3�Ii1.L 7l1 H.i.'i�l3dllti !['itlNQHY6H �I 01HN6 'i1di1.L3.Lif1-RI171Jti.,[rl i urn ter- -apn� -swan �� wv .� d h gp Q 33 1Y-9 :A R , x c � G 2 f p� ¢ d �� ITS � e � •irA a :r � aa—p VMM " slivi3a Lsr g3ol so vdas muo-mmssom , 9-9 unda �f a 1dA77FIV1D='n"+.. mnhk •+lwru wow "s we r J ., YZ S`Ddi3O LSZ `�' •. n-��,G iEY2F,4'3.C.L0'IUtl176y477Li a7iK �z w� Cm 6 f—_Hi m cn i WT m W ii b i Q J a m [K 4 g aGo { < E d Lo � � � g � w 9 9 .0^,£i A A! a k d ' ' i KelAIw210W:rINMaAIIIIt7=rIIN0 Darlofte-MetWent; ury STORM _ WATER Chandler G. Crofts City of Charlotte 600 East Fourth bLczet Char.o:te NC 28202 iransuut;ed via email to Taylor laucgkimley-hom,com 600 E. Fourth Street Charlotte, NC 28202 Fax 704,353.0-173 March 30th_ 2023 Subject Project: SAW-20:9-01C59 Crown Chai•lat=e Tra1— Uui• Road to Rocky River Read )ErCC#• 0304u 05 (Rock,-Nad)dn) The ,urfose of that .letter is to .aotify you that the City of Charlotke Umbrella Stream and Wetiar,d Mitigation Bank ["_umbrella Bank"} is willing to accent payment for stream impacts associated with the subject project. Please note that the decision by the Umbrella Bank to accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army Corps of Engineers or the North Carolina Division of Water Quality 401!Wetlands Unit. It is the responsibility of the applicant to contact these agencies to determine if payment to the Umbrella Bank for impacts associated with this project is appropriate This acceptance is valid for six mouths from the date of this letter. The following documents must be s_bmitted to the Umbrella Bankwithin this time frame for Gii. acceptance to remain valid: 1. 404 Permit Verification 2. 401 Water Quality Certification 3. Executed Departmental-'ransfer Invoice (D 171) between Eugineerint Seiilces and Storm Water Services detailing the use of and payment for the credits described in the table below. Based on the information supplied by yoiu office, the strain and wetland credits that are necessary to satisfy the compensatory mitigation requirements for this project are detailed in the table below. The total mitigation credits available for this project are also indicated in this table. A portion of the available credits are from a different HUC than the impact proj ect. Stream (UHILea feet Wetlands acres Credits Requested for This Project 113 0.00 Credits Available for This Project 113 0.00 Mit' ation Project Name(s) Reedy Creek Stream linear feet Wetlands* (acres Credits Requested for This Project 0.00 0.04 Credits Available for This Project* 0.00 0.04 llht' ation Project-Name(s) Torrence Creek *WMUs. from adjacent HUC (03050101) The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water Quality Certification for impacts associated with the subject project in Hydrologic Unit 03040105 of the Rocky River Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte Umbrella Stream. and Wetland Mitigation Bank in Mecklenburg County. North Carolina, dated June. 16, 2004. ■ To report pollution .,r ::_arnage problems. call. 311 12. t1ilEll,fsrIT. http-,_ -!stornwater.charmo eck.�Q If you have any questions or need additional information, please contact me at (704) 56?-1691 or erin.shanaberger(d chartottenc.gov. Sincerely. Charlotte Storm Water Sei-Oces Erin Shanaberger. PW S Mitigation Sank Administrator cc. File Acompames user manuar version c. i USAGEA1D# SAW-202❑ I089 NCDINR .NSTRU ;TIONS: Attach a sketch of the assessment area and photographs Attach a copy of the USGS 7.5-minutetopographlc quadrangle, and circle the location of the stfearn reach under evaluation. If multiple stream reaches wlli be evaluated on the same property, idenitfy and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User M.anual for detailed descriptions and expianaWns of requested rnformabon_ Record In the "NoteslSloetch" section If any supplementary measurements Y+ere performea. See the NC SAM User Manual For examples of additional measurements that may be relevant NOTE EVIDENCE or STRES SORS AFFECTING THE ASSES SMENT AREA (do not need to be wsthin the assessment area). PROJECT 1 SITE-ii.'ORMATION' 11 rr jecL .'.ante ltt any). Cross Charlotte Trail - Orr Road to Rocky Rive 2. Date of evaluatk n: 0212020 3_ Appi_�aWow i rer name. City of Chariofle 4.. Assessor namelorganizatlon: Aadie Lasitter + Kimley Hom 5. Co4nw: Mecklenburg 3. Nearest namee skate: body 7. R vet ba-M. Yadkin-PeeDee v{, U:,Us 7.5-min'ute yuaa Toby Creek o. Site coordrria_es (,�ec,maI degrees, at.arver enu of assessmeni reach1: 35.273051`N-W750794°W STR1%M INFORMATiON: (depth �r.d B kith can ue app•oxrm�tions) 9. site number show on attached map,: S5 ru. Length of assessment reach evaluated (feet} iso 11. Channe depth from bed tin tithe. if present) to top of bank {feet}- 3 i Linable to assess ctianne depth_ 12. Channel width at top of bank tfeet): 6 13. la assessfnenr rea�T a s.',a mp sTrea m fi ties i` N, 14. Feature type (_ Perennial flow r Intermittent flow r Tuat hlarrn Stream STREAM RATING INFORMATION: 15. NC SAM Zone: Mountains 0A) C. Piedmont (P) f' Inner Coastal plain (1) r' Outer Coastal Plain (0) 16. Estimated geomorphic J valley shape (skip for r- a'� r b Tidal Marsh Stream): {more sin uousstream. Matter valley slope) {less sinuous stream. steeper valley stopeI 1 Watershed size: (sl.ip C. s¢e 1 (- 0.1 m`) { Slze ; (0.-, to <. 0.5 tniz) r- Size 3 (0.5 to - 5 mf) f Size 4 (? 5 Mil for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regufatory considerations evaluated? G Yes r- No if Yes, check aii that appy to the assessment area. Section 10 water I Classified Trout Waters i Water Supply Watershed ( C I C 1i { ' III (_ IV V, Essential Fish Habitat I Primary Nursery Area I High Quality WaterslOutstandtng Resource Waters I Publicly owned property i NCDWR nparian buffer rule in effect i Nutrient Sensitive Waters r Anadromous fish i 303(d) List i CAPAA Area of Environmental Con cem (AEC) r Documented presence of a federal andlor state listed protected species within the assessment area L ist species-- 7 Designated Critical Habitat {list spedesr 13 Art- aaddional stream informationlsuppiementary measurements included in "Notes/Sketch"section or attached? i Yes e No 1. ChannO Wate. - ass essmentrtach meaic (skip for Size 1 streams and i i a, Marsh Strean,$) r A Water throughout assessment reach. R No flow. water in pools only. C Nc Aaterin assessment reach. 7. evidence of Flow Restriction - assessment reach metric A At [east 10 % of assessment reach In -stream habitat or riffle -pool sequence is adversely affected by a Plow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophvies or ponded water or impounded on flood or ebb within he assessment reach (examples: undersized or perched culverts. causeways that constrict the channel, tidal gates). • B Not A 0. Feature Pattern - assessment reach metric v A A majority ofthe assessment reach has altered pattern (examples. straightening, mod cation above or below curverti. B Not A. 4. Feature Longitudinal Pro! He - assessment reach metric N_ A Ma;ority of assessment reach has a substantially altered scream profile (examples_ channel down -cutting. existing damming, overwidenEng. active aggradatioa, dredging- and excavation where appropriate channel proflle has not reformed from anv of these disturbances) B Not & Signs of Active Instability - assessment reach metric C onside r nn I;r current instability, not pact events from w .s-k the stream has currently'recovered. Examples of instability include active bank failure, active channel dawn -cutting (head -cut). acute widening• and artificial hardening (such as concrete. gabion rip -rap) C A c 10% of channel unstable S 1 p to 25% of channel unstable I- C a 25% of channel unstable 6. Streamside Area Interact on - strea ms id area metric Consider for the Left Banes (LB) and the Right Bank RRB). LB RB r A ^ A LUe or no evidence of condbons that adversely affect reference interaction B r B Moderate evidence of conditions {examples: berms, levees. dawn -tufting. aggradatlon, dredgingl that adversely affect reference interaction [examples. limited streamside area access, disruption of flood flows through streamside area, leaky or intermitterd bulkheads, causeways with iladdpiain constriction mrnarditchtng �ncludinq mosquito ditchingi] C C Extensive evidence of conditions that adversely affect reference interaction (101e to no %odptain(intertidaI zone access [examples: causeways with ffoodplain and channel constriction, bulkheads. retaining walls. fill• stream inclsiori. disruption of fitood flows through strearnside area] or too much flaodplainlinlerlidal zone access [examples: impoundments, intensive mosquito ditching)l or floodplainlinterMai zone unnaturally absent or assessment reach is a man-made feature on an interstream divide Water Quality Stress,drs - assessment reach;intertidal zone metric Cne.,k z n that apply. I A _ _ _ _ -:er i stream or intertidal o e (rnii y w_ike, blue, unnatural water discoloration, oil sheen, stream foam) F B Excessive sedimentation (burying of stream features or intertidal zone) F C Noticeable evidence of pollutant discharges entering the assessment reach and causinq a water quality problem F D Odor (not including natural sulfide odors) F E Current published or collected data indicating degraded water quality in the assessment reach Cite source in the NotesiSketch" section F F Livestock with access to stream or intertidal zone F G Excessive algae in stream or intertidal zone F H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.) F I Other. (explain in NoteslSketch" section) F1 J Little to no stresscr. 8. Recent Weathn: - wate. shed metric For SLze ' o, 2 streams D 1 drougid..r `igher ,s ronsidered a drought, for See 3 or 4 streams Dz drought or higher is L�onside,ed a drought. C' A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours C' B Drought conditions and rainfall exceeding 1 inch within the last 48 hours C: C No drought conditions 9 urge or Danyje.ous Stm m -assessment re, ch metric C- Yes r' No s stream is too large or dangerous to assess:r If Yes, skip t • Meaic 1d (Sireamside A"e= GrGL-n:j St, ace Ccsnditon,. C0 Naturai In -stream Ha -'tat T riles - assessmert reach metric 1 _a es +i No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in stream hardening [for example: rip -rap], recent dredging: and snagging) (evaluate f )r size 4 Coastal PIaIn streams on';, then skip to Metric 1?] 10b. Check ali t..at occur toccurs if - 5% coverage of assessment reach] (skkip for Size 4 Coastal Plain streams) F A Multiple aquatic macrophytes and aquatic mosses m F F 5 % oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) F ; Submerged aquatic vegetation F ei Multiple stic..s andlor leaf packs a ndlo r e mergent o - F H Low -tide refugia spools) vegetation N F i Sand bottom F L Multiple snags and lags [including lap trees] `m F J J % vertical bank along the marsh F D 5% undercut banks andlor root mats and/or roots C 2F F K Little or no habitat in banks extend to the normal wetted perimeter F E Little or no habitat REMAINING 0JESTIONS ARE N7T APPLICABLE FOR r1DAL MA -'Sr ST.::AMS'--"- 11. Bedform and Sibstrate - assessment reach metric (skip for Size . Coasta. I I lain streams and rid a' marsh Streams) 11a. C' Yes C- No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams; 11b. Bedform evaluated. Check the aparopriate hox(es). F A Riffle -run section (evaluate 11c) F B Pool glide section [evaluate 11d'. F C Natural bedform absent (skip to Metric 12, Aquatic Life) 11 c. M riffles sections, check � II that occur below L.-IL no rnal r tt'd p_ riineter o'tlic assessr..ent each - w`. _ )ter o. riot sL bmeq eJ. Check at.east u.r_ aux in ea _,I rvu {skis for Slue 4-oastal Piain Strea..l_ and Ti., a: Marsh Strea... sr Not Present [NP] _ a. sent, Rare (R) = present but 5 10%, Common (C) = a 10-40%, Abundant (A) = a 40-70%, Predominant (P) = a 70%_ Cumulative percentages should not exceed 100 % for each assessment reach. NP R C A P C C C C ! Bedrocklsaprolite r r C C C Boulder (256 - 4096 mm) r r C f C Cobb'e(64-256mm) r r C f C Gravel (2-64 mm r r C C C Sand ( u62 -2 mm) r r r r C Sift/clay (: 0.062 mm) r r r r C Detritus r r C C C' Artificial (rip -rap: concrete, etc.) 11d. r Yes r No Are pools tilled .t7th sediment? (skip for Size 4 Coastal Plai, streams and Tidal Mars.r Streams; 12. A+fatic Life - assessment reach metric 'skip far Size 4 Coastal Plain streams and Tidal [.'arch Streams) 12a. C- Yes C No Was an in -stream aquatic life assessment performed as described in the User Manual? If No, select one of the following reasons and skip to Metric 15. C' No Water C' Other: 12b. (' Yes G No Are a=,uallc organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No, skip to Metric 13. 1 >1 Numbers ever c_lamns refer to-inairiduaIs" for si<< ' a,.d 2 streams .nd tax., ir sze:s and 4-'reams. F F Adult frogs F F Aquatic reptiles F F Aquatic macrophytes and a,,uatic mosses (include liverworts, lichens, and algal mats) F F Beetles (including water pennies) F F Caddisfty larvae [Trichoptera [T]} F r- Asian clam (Corbicula ) F F Crustacean (isopodlamphipod/crayfish/shrimp) F F Damselfly and dragonfly larvae F F Dipterans (true flies) F F Mayfly larvae (Ephemeroptera [E]) F F Megaloptera �alderfiy, fishfiy, dobsonfly larvae) F F Midges/mosquito larvae F F Mosquito fish (Gambusia ) or mud minnows (Umbra pygmaea) F F MusselslClams (not Corbicufa ) F F Other fish F F Salamandersltadpoles Snails Stonefiy larvae (Plecoptera iP]) F F Tipulid larvae F F Worms/leerhes 13. StrcamslGe Area Ground Sjrface Condition - str amsiue area metri_ [skip fur Tida' Mansh Strcams and B va%ey 4 pe ] Con _-iJ- r .or the Let Ba.K (L6) a.,a tha RiShi E;W_k (KB). CD _.def stor ge capaut) +nr Lh regard :o boI ('vc -oan-c -;, anL upland runLriI. LB AS C A C A Lide or no alteration to water storage cF,acity aver a n,ajomy of the streamside area C B f a-oderate ate: ation to water tora, e capacity over a , najoriry of Jae strea, nsi('.e area C C f C 6e%ere alteration to water storage ca,.ac ty over a majority of the s',eamsi a area ,examples include. ditches, fill, soil compaction, livestos 2 disturbance: buildings. ma:; -made levees, drainage pipes; 14. Streamside Area W .t!r Storage stra .mside .rea metric {skip for Size 1 streams, Tidal Marsh Streams, and 0 val;ey t'pes) Consider for the Left Bank (LB) and the Right Bank (RB) )f the streamside area. LB RB C' A r A Majority of streamside area with de fresston.. ajle to pon: v.a.e.-? 6 in[ heL deep r B r B Majority of streams ide area with depressions able to pond water 3 to j inches deep f C (' C Majo tty of streams ide area with depressions able t0 pond water c ; inches deep 15. Wetland Presence - streamside area metric (skip for Tidal Marsh Streams) Consider for the Left Bank (LB) and the Right Bank (RB). ❑o not consider wetlands Outside of the streamside area orwtthin the normal wetted perimeter of assessment reach - LB RB C Y f• Y Are wetlands present in the streamside area? r• N r N 16. Baseflow Contributors - assessment reach metric (skip for size 4 streams and Tidal Marsh Streams) Check ail contributors within the asse-sment -each or within view of and draining to the assessment reach. F A Streams and/or springs [jurisdictional discharges) B Ponds {include wet detention basins; do not include sediment basins or dry detention basins} C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam) D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage) E Stream bed or bank soil reduced (dig through deposited sediment if present) F F None of the above 17. Baseflow Detractors - assessment area metric (skip for Tidal Marsh Streams) Check all that apply. F A Evidence of substantial water withdrawals from the assessment reach {includes areas excavated for pump installation} F B Obstruction not passing flow during low flow periods affecting the assessment reach (e)c. watertight dam, sediment deposit] F C Urban stream (? 24% impervious surface for watershed) F D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach F E Assessment reach relocated to valley edge F F None of the above 18. Shading - assessment reach metric (skip for Tidal Marsh Streams) Consider aspect- Consider "leaf-0n" conditio.i. Ci A Stream shading is appropriate for stream category (may include gaps associated with natural processes) r B Degraded (example. scattered trees) r C Stream shading is gone or largely absent lit. Buffer Width -streamside area metric (skip for Tidal Marsh Streams) Zonsider ".egstated buffer" and "v:coded buffer" separately for left bank (LB) and right bank [RB) starting at the top of bank oat v, the first break. Vegetated Wooded LB RB LB RB C A C A C A C A . 100-feet wide or extends to the edge of the watershed C B C B C B C B From 50 to ¢ 100-feet wide C C C C C C C C From 30 to < 50-feet wide C� D C• 7 C ❑ r D From 10 to < 30-feetwide C E C' E C• E E < 10-feet wide or no trees 20. Buffer Structure - streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 (" +egetated" Buffer Width). LB RB C' A f- A Mature forest C' B C' B Non -mature woody vegetation or modified vegetation structure C: C R C Herbaceous vegetation with or without a strip of trees ¢ 10 feet wide r D r D Maintained shrubs r E r E Little or no vegetation 21. Buffer Stressors - streamside area metric (skip for Tidal Marsh Streams) Check all appropriate boxes for left hank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but is within .30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (3MO feet)- If none of the fallowing stressors occurs on either hank, check here and skip to Metric 22: r Abuts < 30 feet 30-50 feet lCB Rd LB AB 1103 Rb rA rA rA rA rA rA ^ow -raps r B r B r B r B r B r B Maintained turf r,: r c r C r C r C r C Pasture lno Iive�tccKjr•..ommercial hortciRure r 7 r D r❑ r D r D r D Pasture (active livestock use) 22. Stem Density - streamside area metric [ski? f r Tilda' Marsh St,eamsj Consider for left ban (-6) and right bank (RCI to. Metric is a'Wooded" Cuffe. Width) Ln tB C A C A M diu-n to high stem density C� d B Low stem de sity C C C C No wooded rip..ri_.n b_.-ci or p,edomin antly herbaceous species or bare ground 23. Continuity of Vegetated Buffer- streams ide area metric (skip for Tidal Marsh Streams. Co nside r whether vegetated puffer is continuous along strea,ri (parallel)- Breaks are areas lacking vegetation : 10-feet vide - LB RB r A r A The total length of buffer breaks is - 25 percent. r B r B The total length of buffer breaks is between 25 and 5G percent- i: C I: C The total length of buffer breaks is > 50 percent. 2_ Vegetative Composition - First 100 feet of streams ide area metric (skip for Tidal Marsh Streams) valuate the dominant vegetation within 10G feet of each bank or to the edge of the ,watershed (whichever comes first) as It contributes to assessment reach habitat. LB RB C A C A .egetation is close to undisturbed in species present and their proportions. Lower strata composed of native species with non native invasive species absent or sparse. C� B B Vegetation indicates disturbance in terms of species diversity or proportions: but is still largely composed of native species- This may include communities of weedy native species that develop after clear -cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. C C C C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non -characteristic species or communities Inappropnately composed of a single species or no vegetation- 25. Conductivity - assessment reach metric (skip for all Coastal Plain streams) 25a- f Yes r No Was a conductivity measurement recorded? If No, select one of the fallowing reasons. r No Water C' Other: 25b- Check the box corresponoin, to the conductivit} measurement (units of microsiemens per centimete j- r A <46 r B 46 to < 67 f C 67 to < 79 (- D . 9 to < _"0 r E ? 2'_0 NotesSketch NC SAM Stream Rating �,hee. Ac:ompanies Use. Manu-:Version 21 4,tream Site Name Cross Charlotte Trail - Orr Road to Rocky River F :stream Category Pb1 Notes of Field Assessment Form (YIN) Presence of regulatory considerations {YIN} Additional stream information/supplementary measurements included (YIN) NC SAM feature type (perennia', intermittent, 1-idal Marsh Stream, Function Ciass Rating aum-nary ❑ate of Evaluation 0212D2D Assessor N a melOrganization Addie Lasitter 1 KimIey Harr NO NO NO Intermittent US, .CE• NCE)WR A 1 Stiea is Inte .nitte.it [1] Hydrology [2] Baseflow [2] Flood Flow [3] Streamside Area Attenuatian t�•] Floodprain Access [4] Wooded Riparian Buffer tf] M i croto pog raphy [a] Stream Stability [41 channel Stability [4] Sediment I ransport (4) Stream Geomorphology (2) Streaml nterti dal ?one Interaction [2] Longitudinal I idal Flo•v t2] Tidal Marsh -jtream Stability [3] Tidal Marsh Channel Stability [:-'I TidaI Marsh Stream Geomorphology LOW MED I1M LOW LOW MEDIUM LOW NA LOW MEDIUM LOW LOW NA NA NA NA NA LOW MEDIUM LOW LOW VEDIUM LOW -. LOW VED11..M LOW LOW NA NA NA NA NA ['] Water Quality (2) BaseP.ow [2] Stre am s i de A rea vegetation t3] Upland Pollutant Filtration [3] Thermoregulation [2, Indicators of Stressors t2] Aquatic Life Tolerance (2) Intertidal Zone Filtration HIGH MEDIUM MEDIUM LOW HIGH N❑ H" ,ri NA HIGH MEDIUM MEDIUM LOW HIGH -10 NA NA [7 ] Habitat [2] In -stream Habitat t3] Baseflow [�3] Substrate t3; Stream Stability [3] In -stream Habitat (2) Stream -side Habitat [3] Streain-side Habitat k3] Thermoregulation t2] Tidal Marsh .n stream Habitat tL] Flo v Restriction (3) Tidal Marsh Stream Stability [4] Tidal Marsh Channel Stability td] Tidal Marsh Stream Geomorphology [ ] Tidal Marsh In stream Habitat t2] Intertidal Zone Habitat LOW LOW MEDIUM LOW MEDIUM LOW LOW LOW MEDIUM NA NA NA NA NA NA NA LOW LOW MEDIUM LOW MEDIUM LOW LOW LOW MEDIUM NA NA NA NA NA NA NA Overall LOW LOW NC W AM WETLAND ASSESSMENT FJRM Accompanies User Manual i:ersion 6 USACE AID#: SAW-2020-01089 NCDWR #: Project Name Cross Charlotte Trail - Orr Road to Rocky River R, Date of Evaluation 212020 Applicant/Owner Name City of Charlotte Wetland Site Name Wetland W1 Wetland Type Headwater Forest Assessor Name/Organization Chris Tinklenberg, PWS (:'imley-Horn) Level III Ecoregion Piedmont Nearest Named Water -ody Toby Creek River Basin Yadkin-PeeDee USGS 8-Digit Catalogue Unit 03040105 County Mecklenburg NCDWR Region Mooresville C: Yes C" No Precipitation within 48 hrs? Latitudell-ongitude {deci-degrees} 35.270660 N,-80.755253 W Evidence of stressors affecting the assessment area (may riot be within the assessmcnt area) 1e=.ss „`c,e and I. i .i,aK., ote .,n laA p,:y,; if ev,aence of sires bo.s ,s at pr.ie ;t Con sioer acpaitu.-_ ft.- m .e:e.once !f ap,, c: are, :n recent past rfor ,n.tance, approximately w'thin 10 dears;- Note ,orthy stressors incluce, ' ut are not Ii.r•Ited to the rol c,,vny- ological modif cations (exam les: ditches, dams, beaver dams; dikes, berms, ponds, etc.) Surface and sub -surface d sc"a a e s i-to the wetland {examples r!ischarges containing obvious pollutants, presence of nearby sei-tic -auks u--cercrou--c storaae tanks [USTs], hog laacons; etc S ns cf dodo -a -ion stress :=xar Ales: vegetation mo-ta ty. insect damage; disease, storm damage, salt intrusion, etc.) -iabi-a- :la -- cor-mu -itl al-e ation {examples: mowing, clear -cutting, exotics; etc-) !s the assessment area intensively managed: C: Yes C No Regulatory Considerations -Were regulatory considerations evaluated? C: Yes r No If Yes, check all that apply to the assessment area- F Anadromous fish F Federally protected species or State endangered or threatened species F NCDWK riparian buffer rule in effect 7 Abuts a Primary Nursery Area (PNA) 7 PuDlicly owned property F N-C- Division of Coastal Management Area of Environmental Concern (AEC) (including buffer) F Abuts a stream with a NCDWO c ass..,at.c i cf SA or supplemental classrfications of HQW, ORW, or Trout 7 Designated NCNHP reference community F Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream What type of natural stream is associated with the wetland, if any? (check all that apply) C tlackwater C- Brownwater F Tidal (if tidal, check one of the following boxes) r Lunar r Wind f Both Is the assessment area on a coastal island? f Yes f: No Is the assessment area's surface water storage capacity or duration substantially altered by beaver? r Yes G No Does the assessment area experience overbank flooding during normal rainfall conditions? f: Yes r No Ground Sur -face Condition/Vegetation Condition - assessment area condition metric Check a box in each column. ;=:c is de- a-e-a-ior to the ground surface (GS) in the assessment area and vegetation structure (VS)in -lie assessment a«.a i or -pa e -o reference :^.,etland if applicable (see User Manual). If a reference is not applicable, then rate the assessme -- area bask c ev -- ice cf an effect- GS VS C A �@ A hot severely altered C6- B C B SedereI a tered o•; er a mai i-y of the assessment area (ground surface alteration examples: vehicle tracks, excessive sedi e i-atio re- plo.r a n e s skidder trac,-,s, bedding, fill, soil compaction, obvious pollutants) {vegetation structure alteration examples mechanical disturbance, herbicides, salt intrusion [where appropriate]; exotic species, grazing, less diversity [ - a prapriate], hydrologic alteration) 2. Surtace and Sub -Surface Storage Capacity and Duration - assessment area condition metric Check a box in each column. 'cis de- s,. -ace storaae capaJ'v and duration {Surf} and sub -surface storage capacity and duration (Sub)- Consider'_c-h i:-c, ease and dec, ease ,n hvd; c,ogy A d,tch 1 foot deep is considered to affect surface water only; while a ditch � 1 foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable. Surf Sub f A r A Water storage capacity and duration are not altered. is B G B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation)- r C C' C Water storage capacity or duration are substantially altered (typically; alteration sufficient to result in vegetation change) (examples: draining; flooding. soil compaction; filling; excessive sedimentation, underground utility lines)- 3. Water StoragelSurface Relief - assessment arealwetland type condition metric (skip for all marshes) Check a box in each column for each group aelow. Select the appropriate storage for the assessment area (AA) and the wetland type (WT)- AA WT 3a- [' A C A Majority of wetland with dei, ess'ons able to pond yvater > 1 foot deep C B C B Majority of wetland witl- cei ess ons a!, e -c pc is %.,rater 6 inches to 1 foot deep C C f C Majority of wetland witl- cei _ss ons a!, e :c pc id water 3 to 6 inches deep C- D f: D Depressions able to perd .rater = rches deep 3b- C A Evidence tl-at max r !.r dept - of ni da-io s greater than 2 feet [' B Evidence tl-at r-ax m..r- dept - of n a :ratio s between 1 and 2 feet C Evidence that max m.,m dept- cf ni :ation is less than 1 foot 4. Soil TexturelStructure - assessment area condition metric (skip for all marshes) Check a box from each of the three soil property groups below. ❑ig soil profire in the dominant assas�mcnr a, ea Ionasc6pe ft-atu,e (duke �,;A ob•,a, vat ons w 1 n i n the 12 inches Use mot recent `AatronaI a ethnical committee fo. r;ydrlcSoiIs guidance fci regional-ndicatoes. ,a A Sandi soi, B Loamy o� cla;fe , oi,s exhioiting ;edoximori;nic features `concentrations, depletions or rhizospheres) G Loamy or clayey soils not e :hii.iting redoxi,,,orphic features r 17 Loamy or clayey greyed soil r l= histoso! or histic epip.don 4b G A Soil , inbon 1 inch B Soil ri'ubon ? T inch 4c A ,.ro peat or mt ck presence B A peat o,-muck presence o ❑Ischarge'nto Wetland - oppo•Wrifhy metric Check a box in a -ch co:,lmn. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub) Examples of sub -surface discharges include presence of nearby septic tank underground storage tank (LIST) etc; Surf Sub ,: A t A Little or no evidence of pollutants or discharges entering the assessment area B B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the treatment capacity of the assessment area C C Noticeable evidence of pollutants or discharges (pathogen; particulate, or soluble) entering the assessment area and potentially overwhel„ring the treatment capacity of the wetland (.water discoloration, dead aegetation excessive sedimentation, odor) 6. Ladd Use - opportunity metric (skip for non -riparian wetlands) Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining to assessment area within entire upstream Watershed (WS), Within 5 miles and Within the watershed draining to the assessment area (5M). and within 2 males a@sd within the watershed draining to the assessment area (2M). Effective riparian buffers are considered to be 50 feet wide in the Coastal Plain and Piedmont ecoregions and 30 feet wide in the Blue Ridge Mountains ecoregoon WS 5M 2M I� A P- 1 A j A ? 10% impervious surfaces 18 F H I B Confined animal operations (or other local, concentrated source of pollutants) I IC l 1 C I1 G ? 20% coverage of pasture F ❑ ❑ (- ❑ ? 20% coverage of agricultural land (regularly plowed land) F E E F E ? 20% coverage of maintained grass/herb F F I F I : ? 20% coverage of clear-cut land (- G (- G I G Little or no opportunity to improve Water quality. Lack of opportunity may result from little or no disturbance in the watershed or hydrologic alterations that prevent dainage andlor overbank flow from affact 10 the assessment area. Wetland Acting as Vegetated Suffer- assessment areafwetland complex condition metric (aMp for non riparian wetlands) =a. Is assessment area within 50 feet of a tributary or other open water? Yes - No If Yes. continue to 7b. If No; skip to Metric 0. 7b. How much of the first 50 feet from the bank is welland? (Wetland buffer need only be present on one side of the water body. Make bufferjudgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.) r" A ? 50 feet P B From 30 to < 50 feet r: C From 15 to � 30 feet ❑ From 5 to < 15 feet E < 5 feet or buffer bypassed by ditches 7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width. r 15-feet wide r > 15-teet wide i Other open water (no tributary present) 7d. Do roots of assessment area vegetation extend into the, bank of the tributarylopen water? - Yes r: No 7e. Is tributary or other open water sheltered or exposed? ci Sheltered - ad scent open water with width c 2500 feet and no regular boat traffic r- Exposed - adjacent open Water with width �!! 2500 feet or regular boat traffic S. Wetland Width at the Assessment Area - wetland typelwetland complex condition metric (evaluate WTfor all marshes and Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest. Headwater Forest, and Riverine Swamp Forest only) Check a box in each column. Select the average width for the wetland type at the assessment area (VVT) and the wetland complex at the assessment area (WC). See User Manual for LvT and WC boundades. WT WC t' A t^ A ? 100 feet r- B C■ 8 From 80 to < 100 feet f' c r' C From 50 to r 80 feet r ❑ t ❑ From 40 to <50 feet i E C E From 30 to < 40 feet f F t' F From 15 to < 30 feet f- G G From 5 to < 15 feet !" H H < 5 feet 9. Inundation Duration - assessment area condition metric (skip for non -riparian wetlands) Answer for assessment area dominant landform. A Evidence of short -duration inundation (< T consecutive days) f B Evidence of saturation, without evidence of inundation R G Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more) 10. Indicators of Deposition -assessment area condition metric (skip for now -riparian wetlands and all marshes) Consider recent deposition only t,io pia,a growth sine deposition) C' A beo ment depositor, is riot excessive but ; .i approxir;'-.-e.y n-aural levels 6 B beoiment depos.tion is ex-cssve b_t not overw.,ehiiinc the wetland C' '_: Sediment deposition is ex-dss;ve ano is over*hell iiinu t 1e wetland - 11. Wetland Size - wetland type/wetland complex condition metric Check a box in each column. Involves a C S sf o t %A& field ad_. tment. This metric evaluates three aspects oz the wetland area- the size of the wetland type (VVT), the size of -he •.,e- and nor-;, ex (WC::. and "ie s ze rf t-- forested wetland (FW) (if applicable, see User Manual). See the Jser Manual for boundaries of these evaluation areas. if assessment area is clear cut, select 'IC for the I-W column- WT WC FW (if applicaole) C' A C' A C A ? 5G0 acres f- B r B C' B From 150 to < 500 acres r C r C C' C From 55 to - 10G acres C' D f ❑ C D From 2M to - 50 acres r E r E f: E From 1 G to 25 acres * F C: F r F From 5 to -- -0 acres t: G r G r G From 1 to = 5 acres r C H C' : I From 0-5 to c 1 acre f r I r 1 From 0-1 to < 0-5 acre r J r j r J From 0-01 to : 0.1 acre r K r - f K < 0.01 acre or assessment area is clear-cut 12. Wetland Intactness - wetland type condition metric (evaluate for Pocosins only) C' A Pocosin is the full extent (? 90%) of its nariiral landscape size. r B Pocosi i is ROCS of the full e-tent of -s n.a-u a andscaps size. 13. Connectivity to Other Natural Areas - landscape condition metric 1a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This eva uates whether the wetland is well connected (We I and or loosely connected (Loosely) to the landscape patch. the contiguous --etr � raturaIly vegetated area and open water (if appi W: iate). Boundaries are formed by four -lane I c'ac:s eg u.al I I'-, a i:I.a, n e a utility i ie rc- ices the width of a four -lane road or wider, urban landscapes, fields {pasture open and agricuIti.rey or water > 300 feet wide - Well Loosely C' A f A ? 500 acres r B C' B From 100 to c 500 acres r C r C From 50 to < 100 acres C' D Ci ❑ From 10 to < 50 acres 9 E C E < 10 acres t' F r-" F Wetland type has a poor or no connection to other natural habitats 1 b. Evaluate for marshes only. (- Yes C No Wetia u" -v pe has a surface hydrology connection to open waters/stream or tidal wetlands. 14. Edge Effect- wetland type condition metric (skip for all marshes and Estuarine Woody Wetland) May involve a G I S effort coif) f i e i u adjusn,ient. Estimate distance from i.vetlana iype !, a Li ndaryto artificial edges- Artificial edges include non -forested areas ? 40 feet wide such as fields; development, roads; regularly maintained utility line corridors and clear -cuts- Consider the eight main points of the compass. Artificial edge occurs within 150 feet in how many directiions? If the assessment area is clear-cut, select option "C." f' A 0 4 B 1 to 4 5to8 16. Vegetative Composition - assessment area condition metric (skip for all marshes and Pine Flat) s^ A Vegetat on is drse -o refere -ce condition in speces p•ese-` and their proportions- Lower strata composed of appropriate spec es. •.: -_--i -xo- c plants a!" -.sent or sparse %;A t -i i t -e assess -ent area- l: B Vegetat on is d-ferent from reference conciti� i - species d ersity or proportions; but still largely composed of native species chaFact e istir cf trs :rstIa- : --voe Phis r-a; i i c i u d e cemmu -ities cf %Aeedv native species that develop after clearcutting or clearing I: also includes cor•muni ies t,�itn exotics preseiz buz not daminant, over a large portion of the expected strata- C C vecetat o i severely altered ---am refe snce in composi-ion; or expected species are unnaturally absent (planted stands of non- ,ra acte istic s;,ecies or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at least - -e stra-um. 16. Vegetative Diversity - assessmentarea condition metric (evaluate for Non -tidal Freshwater Marsh only) C- A Vegetat on diversity is high and is composed primarily of native species (<10% cover of exotics). r B Vegetat on diversity is low or has > 10% to 50% cover of exotics- (' C Vegetat on is dominated by exotic species (>50% cover of exotics)- 17. Vegetative Structure - assessment areaiwetland type condition metric 17a. Is vegetation present? C: Yes C No If Yes, continue to 17b- If No, skip to Metric 18. 17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands. C' A ? 25% coverage of vegetarian C B c 25% coverage of vegetat an 17c- Check a box in each column for each stratum- Evaluate this portion of the metric for non -marsh wetlands- Consider structure in airspace above :he assessment area (AA) and the wetland type (WT) separately - AA WT Q C A C' A Canopy closed. or nearly closed, with natural gaps associated with natural processes mC: B C: B Canapl; press t. but opened more tha na-u a ca;,s [� C' C C C Canop; spas or absent o r A f A Dense mid-story/saprng !ayer r B C: B Moderate density mid-storylsapIing layer r C r C Mid-storylsapling layer sparse or absent r1 Ce A r A Dense shrub layer C' B Ci B Moderate dersit;; srr � layer U' [" C C C 5hr,.!, layer sp arse or aoseni n (- A C A Dense herb layer z [e B C: B Moderate density herb layer C' C r C Herb layer sparse or aosent Its. Siiaga wutii,id %;pe ^,ndl:,oii ine±nc (bki..p fo, all marahe.., ( A Large s. ags ,irura ;fan one; are vis,':,,e = rc;-as -1 H- or large relative to species present and landscape stability)- C: B Not 19. Diameter Cl,-ss Distribution • wet and t:,.A conGition metric (s -.ip ,u, all marshes] C' A Majc ity of canopy trees . ave stems > 3 incl ies in dia.neter at breast height (DBH); many large trees i> 12 inches GBH I are pros it. C' B Majc i-A of -a,jopV Dees have sten's tie,%Aeen and '2 inches DBH, few are > 12-inch DBH. C: C Majority of canopy trees are c B i -&-_s 20. Large Woody Debris -wetland type condition metric (skip for all marshes) Inciude both natural debris and man -placed ra-u a debris. C' A Large logs {more than one; are visible (> 12 inches in diameter; or Iarr,e relative to species present and landscape stability)- (: B Not A 21. Vegetationlapen Water Dispersion -wetland typelopen water condition metric (evaluate for Non -Tidal Freshwater Marsh only) 5elec the figure that best describes the amount of interspersion between vegetation and open water in the growing season- Patterned areas indicate vegeta:ec a-aas, wh le solid Aite areas .nd.cate open ,rater. A B C C r .^..��- �� _.�.��-• `� ,rr �:_--._, r-�, ter.-- � 22. hydrologic Connectivity - assessment area condition metric (evaluate for riparian wetlands and 5aitlBrackish Marsh only) Examples of acti %1, -ies tl-a: may se..e -el ; al-er hVC!Iolcr:ic :_c:n, ectirv:y irclAa iMensrre. d :c.iing iid. sadimentatio.i, c1.rneI zat o diversion; man-r-.,:e bern-s. Leave- cans. an,: s:rean- ircisior. ucc. n-entation re,1;1-Iired i. evaluated as C, or �- 9 A Prue :any and o.erla : flo.r are io- ss:e e r altered i t -e assessment area. f- B Ove ank flow is sederel r a tere : n - ie assessmert a ---a f- C Ove- a,id flow is severely alto ed i - tr i- area. C' D Both oderbank and overland f a-- sed e r altered i the assessment area - Notes NC WAM Wet and Rat'ng Sneet Accompanies User Manual Version 5.0 Wetland Site Na.00 vdetland �Nl Date 212020 Wetland -i ype Headwater Forest Assessor Name/Organization Tinklenberg; PWS {Kimley Notes on Field Assessment Form (YIN) NO Presence of regulatory considerations (YIN) NO Wetland is intensively managed (YIN) YES Assessment area is located within 5G feet or a nat.ral tributary or otner open water f . N) YtS Assessment area is suostantialiy altered by beaver + , , N j NO Assessment area experiences overoanK flooding during noimai rain:all c moitions ;Y'N) YES Assessment area is on a coastal island [YIN] NO Sub-Tun;tion Rat.,zg Summary unction aub function Met. ics Rating Hydrology aurface Storage and Retention Condition MEDIUM Sub -Surface Storage and Retention Condition L'IGH Water Quality Pathogen Change Condition LOW Condition/Opportunity MEDIUM Opportunity Presence? [YIN' '.'ES Parti.,ulate Chance Cond�tion MEDIUM Conc:it c rcO p nortun ity N.A {Jppci -unity Presence; [YIN,, NA Soluble Chan_•e Cord :ion MEDIUM Gonc:it anlOppoitun ity HIGH Lrppoi-L,n1ly Presence? [YIN .'ES Physical Ctiange Cond -Lion MEDIUM Condition/Opportunity MEDIUM Opportunity Presence? (YIN) .'ES Pollution Change Condition NA Condition/Opportunity NA Opportunity Presence? [YIN i NA Habitat Physical 3tructu re Condition L O W Landscape Patch Structure Condition HIGH Vegetation Composition Condition MEDIUM -unct;nn Rating Summary Function iMetrics/Notes Pat is Hydrology Condition HIGH Water Quality Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence? (YIN) ES Habitat Condition LOW Gv.rall Wetland Rating MEDIUM