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HomeMy WebLinkAbout20160046 Ver 1_401 Application_20160116Wetlands and January 7, 2016 Mr. William Elliott U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801 Mr. Alan Johnson NCDENR Division of Water Resources 610 East Center Street, Suite 301 Mooresville, NC 28115 Ms. Karen Higgins NCDENR Division of Water Resources Wetlands & Storm Water Branch 512 North Salisbury Street Raleigh, NC 27604 Mr. Byron Hamstead U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa St. Asheville, NC 28801 Leonard S. Rindner. PLLC. PE -Iv 1 2 2016 Subject: Pre -Construction Notification for Nationwide #14 and #29, TAC Stafford LLC, Stafford Site, Mooresville, Iredell County, NC. Dear Ms. Higgins and Messrs. Elliott, Johnson and Hamstead, Enclosed is a request for permits associated with the Stafford site located at 154 Mackwood Road, in Mooresville, NC. The jurisdictional features located on both projects were delineated and verified by the USACE (William Elliott) on April 8, 2015 and a jurisdictional determination request is enclosed for final approval. Proposed permanent impacts associated with the project total approximately 0.06 acres of wetlands and approximately 288 linear feet of perennial stream. Impacts to site surface waters are associated with the construction of three proposed crossings required for site access/egress. The current site plan was designed to avoid jurisdictional features to the maximum extent practicable while still incorporating necessary site development and viable access/connectivity. Charlotte Office: www.wetiands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 (828)708-7059 Ien.rindner@wetlands-epg.com 1 amanda.iones@wetlands-epg.com and Environmental Planning Group Leonard S. Rindner, PLLC. Due to the location of the wetlands and streams on the site, opportunities to avoid these areas were limited. The impacted wetland and stream areas span the location of proposed access corridors for the site. Plan design for the residential lots and roadway access were oriented and located to limit additional fill to onsite wetlands and streams while maintaining required development lots and site access/egress requirements. Ultimately, the road crossings were designed the minimum width necessary to safely facilitate anticipated traffic flow and are considered minimal impacts. In order to compensate for the proposed impacts, the applicant is proposing payment into N.C. Division Mitigation Services (NCDMS) at a 1:1 ratio for 288 linear feet of warm water stream channel. Enclosed is the acceptance letter from NCDMS. Proposed mitigation ratios were based on results from NCSAM assessments taken at each proposed stream crossing location (please see included NCSAM Assessment appendix). The assessments indicated poor in -stream habitat and water quality resulting in an overall low stream quality rating at each proposed crossing location. Also enclosed is a copy of our Threatened/Endangered Species Evaluations for both phases. Based upon known occurrences for federally listed species in Cabarrus/Mecklenburg County and their habitat requirements, the proposed impact locations include potential habitat for the recently listed Northern Long Eared Bat (NLEB) as these locations are composed of partially wooded/forested vegetation. However, due the project location (which is at least 45 miles away from a known occurrence) and minimal tree clearing (less than 1 acre) anticipated within the permitted areas, we believe this project is not likely to adversely affect the Northern Long Eared Bat and cause no effect to any other listed species. We appreciate the opportunity to provide this information and please contact us if you have any questions. Sincerely, Amanda Jones,PWS 41 Cu `,P Amanda Jones Regulatory Specialist Heath Caldwell, PWS f Heath Caldwell Environmental Scientist Charlotte Office. www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 (828)708-7059 len.rindner@wetlands-epg.com 2 amanda.iones@wetlands-epg.com Permit Application O�OF W A rfgO h T � r o � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 & 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑x No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ Yes ❑X 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. ❑x Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes © No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ®No 2. Project Information 2a. Name of project: Stafford 2b. County: Iredell 2c. Nearest municipality / town: Mooresville 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: TAC Stafford 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): Todd Terwilliger 3d. Street address: 2100 Powers Ferry Road 3e. City, state, zip: Atlanta, GA, 30339 3f. Telephone no.: 770-450-8737 3g. Fax no.: 3h. Email address: tterwilliger@theardentcompanies.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Amanda Jones 5b. Business name (if applicable): Leonard S. Rindner, PLLC - Wetlands & Environmental Planning Group 5c. Street address: 1070 Tunnel Road, Bldg. 1 5d. City, state, zip: Asheville, NC 28805 5e. Telephone no.: 828-708-7059 5f. Fax no.: 5g. Email address: amanda.jones@wetlands-epg.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Multiple Parcels - See attached Parcel Map 1 b. Site coordinates (in decimal degrees): ILatitude: 35.5482 Longitude: -80.8328 1 c. Property size: 180.72 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: West Branch Rocky River 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: Rocky 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 site is currently vacant and is composed of forested areas and pasture/agricultural fields. General land use in the vicinity consists of residential developments. 3b. List the total estimated acreage of all existing wetlands on the property: 0.6 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 9,281 3d. Explain the purpose of the proposed project: Site development for the construction of residential structures and access. 3e. Describe the overall project in detail, including the type of equipment to be used: Excavation and grading of the site will use standard equipment - excavator, trackhoe, dump trucks, etc. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project(including all priorphases) in thepast? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? El Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Site visit was conducted by William Elliott on 4/8/2015 to confirm WEPG's delineation in which findings/determination is included for final determination. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Page 3 of 10 PCN Form —Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): 0 Wetlands Q Streams — tributaries ❑ Buffers 0 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. Wetland impact number Permanent (P) or Temporary 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 P Fill Headwater Wetland Yes Corps 0.05 W2 P Fill Headwater Wetland No Corps 0.01 W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.06 2h. Comments: Impacts include previous impacts to Wetland L (0.01 Acres). 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert Stream A PER Corps 10 115 S2 P Culvert, Stream F PER Corps 10 85 S3 P Culvert Stream H PER Corps 10 88 S4 S5 S6 3h. Total stream and tributary impacts 288 3i. Comments: Page 4 of 10 PCN Form —Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 - Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Due to the location of the wetlands and streams on the site, opportunities to avoid these areas were limited. The impacted wetland and stream areas span the location of proposed access areas for the site. Plan design for the residential lots and roadway access was oriented and located to limit additional fill to onsite wetlands and streams while maintaining required development lots and site access/egress requirements. Of the 0.60 acres of wetlands and 9281 linear feet of stream on site, only 0.06 acres of wetlands and 288 linear feet of stream will be impacted as part of this project. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction techniques will implement approved erosion control methods to avoid/minimize impacts to onsite/adjacent offsite receiving conveyances. 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? ❑X Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑X Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑X Yes 4b. Stream mitigation requested: 288 linear feet 4c. If using stream mitigation, stream temperature: warm 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: See attached NCDEQ DMS acceptance letter. 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form —Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? E] Yes ❑X No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1.Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑X No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 31.2% 2b. Does this project require a Stormwater Management Plan? 0 Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Storm water on the site will be handled/treated by BMPs as shown on the attached plans. The stormwater plan has not been submitted/approved by Iredell County but has been designed to meet their criteria. 2e. Who will be responsible for the review of the Stormwater Management Plan? Iredell County 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? Iredell County ❑X Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑X No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑X Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑X Yes ❑ No Page 8 of 10 PCN Form —Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State []Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes ❑X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. No additional phases are proposed. 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 generated on the site will be transported to the nearest treatment facility via installation of sewer lines. Page 9 of 10 PCN Form —Version 1.4 January 2009 6. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A threatened/endangered species assessment was conducted on the site in which no Federally protected species were identified (report enclosed). Habitat does exist for the Northern Long Eared Bat but no adverse effects are anticipated (see attached cover letter). 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? No essential fish habitat in this region. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? SHPO's website: http://gis.nodcr.gov/hpo"b/ 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: All fill associated with this project, placed within the floodplain, will comply with applicable FEMA -approved stale or local Floodplain management requirements. No change in base flood elevations will occur as part of this project. 8c. What source(s) did you use to make the floodplain determination? http://iredelf.connectgis.com/Map.aspx , pqww(- 3/>W( (W W& Applicant/Agent's Printed Name Date plicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 Wetlands and Environmental Planning Agent Authorization Letter The purpose of this form is to authorize our firm to act on your behalf in matters related to aquatic resource (i.e. stream/wetlands) identification/mapping and regulatory permitting. The undersigned, who arc either registered property owners or legally authorized to conduct due diligence activities on the property as identified below, do hereby authorize associates of Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my behalf and take all actions necessary for the processing, issuance, and acceptance of applicable permit(s) andtor certification(s). Project/Site Name: Stafford Property Address: 154 Maclnrood Rd, Mooresville, NC 28115 Parcel Identification Number (PIN): 4656109.119,4655684131,4655481288,465537350',146553$ Select one: I am the current property owner Name: Todd Terwilliger Company: TAC Stafford LLC Mailing Address: 2100 Powers Ferry Rd, Atlanta, GA, 30339 Telephone Number: 770450-8737 Electronic Mail Address: tterwilliger(a'theardentcompanies.com Chtwer / /n18Tls3red Buyer' %Other' Date • The Interested Brayer Other acknowledges that an agreement and or forma( contract to purchase and or conduct due diligence activities exists benreen the current proper0 owner and the signatory of this authorization in cases inhere the property is not owned by the signator. Charlotte OffKw 10612-D Providence Rd. PMB 550 Charlotte, NC 28277 (704)904-2277 len.rindner@wetlands-epg.com www.watiands-epg.com Asheville ORKe: 1070 Tunnel Rd., Bldg. I Suite 10, PMB 283 Asheville, NC 28805 (828) 708-7059 amanda lones@wedands-epgsom NCDETIR North Carolina Department of Environment and Natural Resources Pat McCrory Division of Mitigation Services Donald R. van der Vaart Governor Secretary September 1, 2015 Mark Breen WSP 128 Talbert Road, Suite A Mooresville, NC 28117 Expiration of Acceptance: March 1, 2016 Project: Stafford County:lredell The purpose of this letter is to notify you that the NCDENR Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by perm ing agencies and in exceed the impact amounts shown below. River Basin CU Stream (feet) Wetlands (acres) Buffer I Buffer II Location Cold I Cool Warm I Riparian Non-Ri arian Coastal Marsh Yadkin 03040105 0 0 300 0.50 0 0 0 0 Impact Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. The mitigation will be performed Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. cc: Tasha Alexander, USACE-Asheville Len Rindner, agent Sincerely, James. tanfill Asset anagement Supervisor 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-8976 1 Internet: www.nceep.net An Equal Oppoaunily 1 Affl nuwve 400 Employer— Mader pail ft m recycled paper tA AJ N O 4-, cz u O J V v Project Location/ Base Maps r. Doolie 5 a` ;cqa Mooresville 7� SITE 2t Rd W FCv SVbv��' krl FIGURE NO. 1 ,"1G a Ill, bog QL Mott Rd O'_* 1 'r STAFFORD Iredell Co., NC SITE VICINITY MAP—WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION O 2014 Micmzoh Corpcm*n O 2014 Nokia White Oaks Rd Drawn By: Reviewed By: NRN LSR DATE: 12/11/14 Pry �ry�9 Z vF tp�a. �m L CrpS Lake Norman Regiooal Me"Center' Fairview,?-" f eoweseb �T �a FIGURE NO. 1 ,"1G a Ill, bog QL Mott Rd O'_* 1 'r STAFFORD Iredell Co., NC SITE VICINITY MAP—WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION O 2014 Micmzoh Corpcm*n O 2014 Nokia White Oaks Rd Drawn By: Reviewed By: NRN LSR DATE: 12/11/14 . 1 � �vll) 1 Cb ` r SITE I r t Iii' ' WEST BRANCH ROCKY RIVER LOCATION Lat: 35.5482 °N J777"' l USGS QUAD ACRES Long: 80.8328 2W Mooresville, NC 180.72 HUC:03040105 FIGURE NO. STAFFORD Drawn By: Reviewed By: 3 TA M D P• Iredell CO., NC I NRN I LSR USGS MAP - WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION DATE: 12/11/14 CI PaF���� + i . Pl cD2 PcC2 RiF-�^ P1 1) - CeC2 , ,. - PGE2 liC9"PcD2 f `.PcE2 Z ma,-4 M<04 CeB2 P9 PGD2 z' / Ri Pc62'`E2���t q. /� F PgE par PcC2t'p+C2 -,. PcD2 `CeCx2 ScDP �C E PcE2 ate, 1 B2 `< 'g. IPaE--PaF PaF Pr M P �fM /-D P. s Pr,F ; + PCB2 PaF PaE� PrE . PaF - PGD2 PcE2 CeB2 PcG2 PP� \PcE2` PrD \ ` SD `Y Pi E2 C }. �� F cD2 RiF MdC l PcC"21 n , J ®rF PcE RiF ChA PCC2 P,gEv '� gE CfB ocD a 'RUdE i \p 9C ` P.rF y. n.. ApB PcC-2 LcP22Qp PCD2 Cgf McD2x .(Pro prF 1�w Gwen \- I IrB M5E4- Ma/{D%(4 _ - <P`C2 PrD Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. len.rindner@wetiands-epg.com (704) 904-2277 www.wedands-epgxcim TAC Stafford clo The Ardent Comp GA 30339 PID:461 4655481288,465 4655373507,465 4656507443, 465 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. len.rindner@wetlands-epg.com (704)904-2277 www.wetlands-epg.com Flow Path: Jurisdictional features on the site SITE :— flow into an unnamed tributary to West Branch a Rocky River, to West Branch Rocky River, then to Rocky River (TNW). ; I , t 1 • _ �li� , � y A �{. 4- 4n� Miles - _ Flow Path 0 5 1 2 ,( Protect Boundary FIGURE NO. STAFFORD Drawn By: Reviewed By: B Iredell Co., NC HAC LSR Wetlands and Eirrvironmental Planning Group f DATE: Navigation Pathway Map \*Approximate boundary a/31/zots / 1�: Maps/Plans simplo WSP 128 TALBERT ROAD, SUITE A MOORESVILLE. NC 28117 (704)882-0100 W W W.WSPGROUP.COMNSA STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW - 750 0 375 750 1500 SCALE IN FEET 1"= 750' 1 r PERENNIAL STREAMA PERENNIAL STREAM D DATE: OY DRAWN: PC EXISTING CONDITIONS - TITLE: OVERALL 0 SHEET NO.: EXH-1.0 NORTH — — — — — — — — — I 1 ':�' WETUNDS SEASONAL STREAM CEXISTING SANITARY SEWER EASEMENT - 1 I PERRENIIAL STREAMF _ I 1 Ni •r . I Y PERENNIAL STREAM H 6 EXH-50 OPEN WATER POND J fAr•r I WETLANDS VI $ ,,•1s�.__ \� ' , ' T` WE7NAm NDYEXH-138 EXH.2.31 I 1 PERENNIALSTREAMA I \ I Z I o I EXH-1_2 d EXH2PERENNIAL STREAM M2 ""-- LOCATION MAP — — — — — — — (NOT TO SCALE) STAFFORD —1 o• "`V' " )Rmm w p IREDELL COUNTY, NC DATE 00.27.15 DRAWN'pc LLC 128 TALBERT ROAD, SUITE A TAC STAFFORD, EXISTING CONDITIONS MOORESVILLE. NC 28117 TITLE (704)662-0100 SAW- WWW.WSPGROUP.COMIUSA -NORTH SNEET NO.: EXFI-1.2 Y CONTINUATION ON EXH-1.3 400 0 200 400 800 - SEASONAL STREAM C - '�+ �♦ \ SCALE IN FEET 1"=40V TOTAL 222 LF _, .♦ v. EXISTING SANITARY _ _ .' - ♦, PROPERTY LINE - - SEWER EASEMENT \\ ., ♦ +. I?\\ EXH3.0 PROPERTY LINE k PERENNIAL STREAM A ��� PERENNIAL STREAM F €¢ TOTAL 4588 LF \`: TOTAL 1811 U, - PERENNIAL STREAMM •- TOTAL "7 LF WETLAND Y \\� WETLAND K ' Ml 3F 9775 SF — _..� -� -•,\. / S 35' S.W.I.M BUFFER TYPICAL FROM T.O.B. ALL STREAMS --- WETLANDZSF �t+- - PERENNULL STREAMA '� S EXH-3.0 TOTAL45WLF �• � � PERENNIAL STREAM D _ TOTAL 875 LF - PERENNIAL STREAM E PROPERTY LINE ' - TOTAL 1274 LF l @ - - CONTINUATION ON EXH-1.1 }� ---- - - - --- `/ - "-'-""----------------- -------- %WSP 128 TALBERT ROAD, SUITE A MOORESVILLE, NC 28117 (704)862-0100 WWW.WSPGROUP.COWUSA MACKWOOD ROAD STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW- - - PROPERTY LINE -� \ / \ ,HA y O 000 11010 I EXISTING CONDITIONS SHEET NO.. EXH-1.3 400 0 200 400 800 SCALE IN FEET 1"=4W OPEN WATER POND J I 27J SF PERENNIAL STREAM F TOTAL 1811 LF CONTINUATION ON EXH-1.2 %WSP 128 TALBERT ROAD. SUITE A MOORESVILLE, NO 28117 (704)882-0100 W W W.WSPGROUP.00WUSA STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW- - - 750 0 375 750 1500 - - - - - - - - -- SCALE IN FEET 1' = 750' I PERENNIAL STREAM A --i PERENNIAL STREAM E SEASONAL STREAM C PERENNIAL STREAM 0 41 EXH_2.1—_— ^-I WETLAND K SITE DATA APPROXIMATELY 180 72 ACRES TOTAL IMPERVIOUS AREA W.35 ACRES OR 312% TOTAL BMP SURFACE AREA = 43 AC. I EXH-22 ZONING IS MOOiESVILLE R2-2 W UNITAC. — — — WETLANDY SITE PLAN - OVERALL 3 PERENNIAL STREAMA W \ NOTE: 4 U PROPOSED DESIGNATED BMP 11 ARE i0 BE LOCATED IN THESE N AREAS ARE TO RE APPROVED THTy \ ROUGH CDENR AND LOCAL Hp90 PERENNIAL STREAM M ORDINANCES FOR WATER 1 MEAT MENTIQUALITYAND WATER LOCATION MAP __. DETENTION REQUIREMENTS. (NOTTOSCALE) SEE NOTE BELOW, EXH_2.1—_— ^-I WETLAND K SITE DATA APPROXIMATELY 180 72 ACRES TOTAL IMPERVIOUS AREA W.35 ACRES OR 312% TOTAL BMP SURFACE AREA = 43 AC. I EXH-22 ZONING IS MOOiESVILLE R2-2 W UNITAC. — — — WETLANDY SITE PLAN - OVERALL 3 PERENNIAL STREAMA W \ NOTE: 4 U PROPOSED DESIGNATED BMP 11 ARE i0 BE LOCATED IN THESE N AREAS ARE TO RE APPROVED THTy \ ROUGH CDENR AND LOCAL Hp90 PERENNIAL STREAM M ORDINANCES FOR WATER 1 MEAT MENTIQUALITYAND WATER LOCATION MAP __. DETENTION REQUIREMENTS. (NOTTOSCALE) %WSP 128 TALBERT ROAD, SUITE A MOORESVILLE. NC 28117 (704)882-0100 W W W.WSPGROUP.COWUS4 PROPERTY LINE 400 0 200 400 SCALE IN FEET 1' = 400' STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC CONTINUATION ON &-F21- PROPERTY - 2.2 %WSP 128 TALBERT ROAD, SUITE A MOORESVILLE, NC 28117 (704)882-0100 WWW. WSPGROUP.COMIUSA SEASONAL PERENNIAL STREAM A NOTE: PROPOSED DESIGNATED BMP LOCATIONS ARE SHOWN. BMP'S ARE TO BE LOCATED IN THESE AREAS AND ARE TO BE APPROVED THROUGH NCDENR AND LOCAL ORDINANCES FOR WATER TREATMENTIQUALITY AND WATER DETENTION REQUIREMENTS. 35' S.W.I.M BUFFER TYPICAL FROM T.O.B. ALL STREAMS PERENNIAL STREAM D PERENNIAL STREAM E PROPERTY LINE - - - - - STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW- - I`IAL/STREAM F \\� WETIANDK -7� SITE PLAN f . . 00 0 200 400 rSCALE IN FEET 1"= 400' PRO IsmSEE ID F. SED BMP .. . WETLAND _ PERENNIAL STREAM M EXH-3.0 _I i /,- -- PERENNIAL STREAMA J` - _ CONTINUATION ON EXH-2.1 - = -------------- :WSP /j 128 TALBERT ROAD, SUITE A MOORESVILLE, NC 28117 (704)882-0100 W W W.WSPGROUP.COMIUSA MACKWOOD ROAD STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW- - PROPERTY LINE PERENNIAL STREAM i WETLAND G AA I, 35L�FFER TYPICAL FROM T.O.B. ALL STREAMS DATE: 09.27.18 DRAWN: PC SITE PLAN TITLE: 0 SHEET NO.: EXH-2.3 NORTH 400 0 200 400 800 SCALE IN FEET 1^=400' NOTE: 'rY PROPOSED DESIGNATED BMP LOCATIONS ARE SHOWN. BMP'S ARE TO BE ._ LOCATED IN THESE AREAS AND ARE TO BE APPROVED THROUGH NCDENR AND LOCAL ORDINANCES FOR +, WATER TREATMENT/QUALITY AND WATER DETENTION REQUIREMENTS. r - PROPOSED BMP LOCATION (TYF SEE NOTE. G OPEN WATER P)OND PERRENNWL STREAM F ,i L iI .L CONTINUATION ON EXH-22 STAFFORD o Ws P IREDELL COUNTY, NC DATE: 09.27.16 DRAWN PC / TAC STAFFORD, LLC 128 TALBERT ROAD, SUITE A IMPACT 1 MOORESVILLE. NC 28117 TITLE: (70402-0100 SAW- WWW.WSPGROUP-COWUSA - - EXH30 NORTH SHEET M7 50 0 25 50 100 --77N�._ � \ `� SCALE IN FEET I'=50' MOM 35' STREAM BUFFER TYPICAL FROM T.O.B. ALL STREAMS PERENNIAL STREAM A PROPOSED - 8'PVC SANITARY SEWER IMPACT NO. 1 115 L.F. CREEK IMPACT 88 L.F. - 9'X8' RCP BOX - CULVERT @.074% DEVELOPMENT � OPEN SPACE LIMITS OF DISTURBANCE WETLAND PROPOSED SEWER CONNECTION AERIAL SEWER CROSSING / // \/ / / /8/PVC/SANITARY SEWER EXISTING SEWER " EASEMENT DEVELOPMENT OPEN SPACE / o WSP 128 TALBERT ROAD, SUITE A MOORESVILLE. NC 28117 (704)582-0100 W W W.WSPGROUP.COWUSA 1 1 LOT I LOT 35' STR IM BUFFER - TYPICAL FROM T.O.B. ALL STREAMS I 1 PERENNIAL STREAM F STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW- - - DRAWN: PC IMPACT2 EXH-4.0 NORTH --I DEVELOPMENT I � � 1 / II LOT I 0 25 50 100 I OPEN SPACE SCALE IN FEET I'= 50' LOT , NOTE PROPOSED DESIGNATED BMP LOCATIONS ARE / LOT SHOWN. BMP'S ARE TO BE IMPACT NO. 2 - - LOCATED IN THESE AREAS - AND ARE TO BE APPROVED 85 L.F. CREEK IMPACT n4 THROUGH NCDENR AND 52 L.F.- 7'X4' LOCAL ORDINANCES FOR BOX CULVERT - WATER TREATMENTIQUALITY AND WATER DETENTION - REQUIREMENTS. /DEVELOPMENT 1 OPEN SPACE LIMITS OF DISTURBANCE I PROPOSED BMP I LOCATION (TYP) 1 I SEE NOTE. LOT 1 t M STAFFORD g ws P IRE DELL COUNTY, NC TAC STAFFORD, LLC 128 TALBERT ROAD, SUITE A MOORESVILLE, NC 28117 (704M2-0100 - SAW- _ WWW.WSPGROUP.COMIUSA - i0 0 25 50 100 SCALE IN FEET 1' = 50' 35' STREAM BUFFER TYPICAL FROM T.O.B. ALLSTREAMS P�QPEar N�NO0NitH SPG SANR�NLIMITS OF DISTURBANCE DEVELOPMENT 1 OPEN SPACE IMPACTN0.3 1 88 L.F. CREEK IMPACT 2113 S.F. WETLAND "I" IMPACT 50 L.F.- 7X4' BOX CULVERT .DEVELOPMENT OPEN SPACE WETLAND Ijjffi'' DRAWN: Pc Igrftl IMPACT3 EXH-5.0 NORTH conuw.ru METAL PIPE „xowx. wrsu+�ro IN �raau smewH ae �ocnreoixm� TO een�wsa er�,snuouaroec ��on�ar nwen maowx OPEN COENPNIOIACX OP^OWNKES iqi WATER iPFAT.EX!/ OYPI11V µp WATER fEWPE�E1115. RIEHVL9IPEOMX��� PROPOSED DESIGNATED N EXISTING 26 LF OF BMP LOCATIONS ARE CORUGATEDMETALPIPE SHOWN. BMPSARETO IN PERENNIAL STREAM H BE LOCATED IN THESE TO BE REMOVED. AREAS AND ARE TO BE DEVELOPMENT APPROVED THROUGH OPEN SPACE NCDENR AND LOCAL _ ORDINANCES FOR WATER TREATMENT I - QUALITY AND WATER DETENTION REQUIREMENTS. PERENNIALS H DEVELOPMENT OPEN SPACE ' LOT PROPOSED BMP LOCATION (TYP) ' SEE NOTE. / � 1 I ' LOT 1 �I LOT somwsp wwl- 128 TALBERT ROAD, SUITE A MOORESVILLE, NC 28117 (704)662-0100 WWW.WSPGROUP.COWUSA IMPACT NO. 1 STAFFORD IREDELL COUNTY, NC TAC STAFFORD, LLC SAW - CULVERTINVERT ONE FOOT BELOW STREAM BED(TYP) 80 0 40 80 160 mmmol SCALE IN FEET 1"= 80' I M PACT NO. 2 DATE: 09.27.15 DRAWN: PC IMPACT PROFILES TITLE: EXH-6.0 CULVERTINVERT ONE FOOT BELOW STREAM BED(TYP) IMPACT NO. 3 CULVERT INVERT ONE FOOT BELOW STREAM BED(TYP) tA 4—J N E kA N N Q E cz N i Q V) V II NCSAM Stream Assessments NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2 caicuiator version z USACE AID #: NCDWR #: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name (if any): Stafford 2. Date of evaluation: 11/24/15 3. Applicantlowner name: 4. Assessor name/organization: WEPG 5. County: Iredell 6. Nearest named water body 7. River basin: Rocky on USGS 7.5 -minute quad: West Branch Rocky River 8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.54565 N, - 80.83180 W STREAM INFORMATION: (depth and width can be approximations) 9. Site number (show on attached map): Reach #1 10. Length of assessment reach evaluated (feet): 750 11. Channel depth from bed (in riffle, if present) to top of bank (feet): 3 ❑Unable to assess channel depth. 12. Channel width at top of bank (feet): 8 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ®Perennial flow ❑Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains (M) ® Piedmont (P) ❑ Inner Coastal Plain (1) ❑ Outer Coastal Plain (0) 16. Estimated geomorphic ®A�_�V� J ❑B valley shape (skip for Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope) 17. Watershed size: (skip []Size 1 (< 0.1 miz) ❑Size 2 (0.1 to < 0.5 mit) ®Size 3 (0.5 to < 5 miz) ❑Size 4 (>_ 5 miz) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regulatory considerations evaluated? ❑Yes ®No If Yes, check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters ❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d) List ❑CAMA Area of Environmental Concern (AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat (list species) 19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? ®Yes ❑No 1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow, water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction - assessment reach metric ❑A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams, beaver dams). ®B Not 3. Feature Pattern - assessment reach metric ❑A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert). ®B Not 4. Feature Longitudinal Profile - assessment reach metric ❑A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ®B Not 5. Signs of Active Instability - assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap). ®A < 10% of channel unstable ❑B 10 to 25% of channel unstable ❑C > 25% of channel unstable 6. Streamside Area Interaction — streamside area metric Consider for the Left Bank (LB) and the Right Bank (RB). LB RB ®A ®A Little or no evidence of conditions that adversely affect reference interaction ❑B ❑B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching]) ❑C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors — assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam) ®B Excessive sedimentation (burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor (not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. ®F Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc) ❑I Other: (explain in "Notes/Sketch" section) ❑J Little to no stressors 8. Recent Weather—watershed metric (skip for Tidal Marsh Streams) For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought. ❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ®C No drought conditions 9. Large or Dangerous Stream — assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition). 10. Natural In -stream Habitat Types — assessment reach metric 10a. ❑Yes ❑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 for Size 4 Coastal Plain streams only, then skip to Metric 12) 10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses a N ❑F 5% oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) 0 ❑G Submerged aquatic vegetation ❑B Multiple sticks and/or leaf packs and/or emergent w❑H Low -tide refugia (pools) vegetation rC, I ❑I Sand bottom ❑C Multiple snags and logs (including lap trees) L M ❑J 5% vertical bank along the marsh ❑D 5% undercut banks and/or root mats and/or roots " 2 ❑K Little or no habitat in banks extend to the normal wetted perimeter ®E Little or no habitat *********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS***********""************* 11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 11a. ❑Yes ❑No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams) 11 b. Bedform evaluated. Check the appropriate box(es). ®A Riffle -run section (evaluate 11c) ®B Pool -glide section (evaluate 11 d) ❑C Natural bedform absent (skip to Metric 12, Aquatic Life) 11c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) _ absent, Rare (R) = present but < 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative percentages should not exceed 100% for each assessment reach. NP R C A P ® ❑ ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder (256 — 4096 mm) ® ❑ ❑ ❑ ❑ Cobble (64 — 256 mm) ❑ ® ❑ ❑ ❑ Gravel (2 — 64 mm) ❑ ❑ ❑ ❑ ® Sand (.062 — 2 mm) ❑ ® ❑ ❑ ❑ Silt/clay (< 0.062 mm) ❑ ® ❑ ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial (rip -rap, concrete, etc.) 11d. ®Yes ❑No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams) 12a. ®Yes ❑No Was an in -stream aquatic life assessment performed as described If No, select one of the following reasons and skip to Metric 13. ❑No Water ❑Other: in the User Manual? 12b. ®Yes ❑No Are aquatic 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 over columns refer to "individuals" for Size 1 and 2 streams and "taxa" for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ ❑Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats) ❑ ❑Beetles ❑ ❑Caddisfly larvae (T) ❑ []Asian clam (Corbicula) ® []Crustacean (isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae (E) ❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae) ® ❑Midges/mosquito larvae ❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea) ❑ ❑Mussels/Clams (not Corbicula) ® ❑Other fish ® ❑Salamanders/tadpoles ❑ ❑Snails ❑ ❑Stonefly larvae (P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ❑A ®A Little or no alteration to water storage capacity over a majority of the streamside area ®B ❑B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage .capacity over a majority of the streamside area (examples: ditches, fill, soil compaction, livestock disturbance, buildings, man-made levees, drainage pipes) 14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water z 6 inches deep ®B ®B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ❑C ❑C Majority of streamside area with depressions able to pond water < 3 inches deep 15. Wetland Presence — streamside area metric (skip for Tidal Marsh Streams) Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ®Y ®Y Are wetlands present in the streamside area? ❑N ❑N 16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs (jurisdictional discharges) ❑B Ponds (include wet detention basins; do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low -flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir) ®D Evidence of bank seepage or sweating (iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation) ❑B Obstruction not passing flow during low -flow periods affecting the assessment reach (ex: watertight dam, sediment deposit) ❑C Urban stream (Z 24% impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge ®F None of the above 18. Shading — assessment reach metric (skip for Tidal Marsh Streams) Consider aspect. Consider "leaf -on" condition. ❑A Stream shading is appropriate for stream category (may include gaps associated with natural processes) ®B Degraded (example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width — streamside area metric (skip for Tidal Marsh Streams) Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ❑A ❑A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ®B From 50 to < 100 feet wide ❑C ❑C ❑C ❑C From 30 to < 50 feet wide ❑D ❑D ❑D ❑D From 10 to < 30 feet wide ❑E ❑E ®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 ("Vegetated" Buffer Width). LB RB ❑A ❑A Mature forest ❑B ®B Non -mature woody vegetation or modified vegetation structure ®C ❑C Herbaceous vegetation with or without a strip of trees < 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams) Check all appropriate boxes for left bank (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 (30750 feet) If none of the following_ stressors occurs on either'b_a_nk. check here and skip to Metric_22 ❑ Abuts < 30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf ❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulture ®D ®D ❑D ❑D ❑D ❑D Pasture (active livestock use) 22. Stem Density — streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width). LB RB ❑A ❑A Medium to high stem density ❑B ®B Low stem density ®C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide. LB RB ❑A ❑A The total length of buffer breaks is < 25 percent. ❑B ®B The total length of buffer breaks is between 25 and 50 percent. ®C ❑C The total length of buffer breaks is > 50 percent. 24. Vegetative Composition — streamside area metric (skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to assessment reach habitat. LB RB ❑A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ❑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 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 inappropriately composed of a single species or no vegetation. 25. Conductivity — assessment reach metric (skip for all Coastal Plain streams) 25a. ®Yes ❑No Was conductivity measurement recorded? If No, select one of the following reasons. []No Water ❑Other: 25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter). ❑A < 46 ❑B 46 to < 67 ❑C 67 to < 79 ®D 79 to < 230 ❑E >_ 230 Notes/Sketch: Existing sanitary sewer line r/w adjacent to left side of stream. Utility line r/w perpendicular to lower reach. Evidence of livestock in channel and in adjacent streamside area. Erosion and compaction of streamside area occurs along entire reach. Hoof shear observed along both banks. Pools filled with sediment. Stream Site Name Stafford Stream Category Pa3 Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 1 Rating Calculator Version 2 Date of Assessment 11/24/15 Assessor Name/Organization WEPG Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) NO Additional stream information/supplementary measurements included (Y/N) YES NC SAM feature type (perennial, intermittent, Tidal Marsh Stream) Perennial USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology HIGH (2) Baseflow HIGH I (2) Flood Flow HIGH I I (3) Streamside Area Attenuation MEDIUM (4) Floodplain Access HIGH $ i (4) Wooded Riparian Buffer LOW (4) Microtopography LOW I j (3) Stream Stability HIGH (4) Channel Stability HIGH r (4) Sediment Transport LOW l j (4) Stream Geomorphology HIGH ( i (2) Stream/Intertidal Zone Interaction NA (2) Longitudinal Tidal Flow NA f (2) Tidal Marsh Stream Stability NA j (3) Tidal Marsh Channel Stability NA (3) Tidal Marsh Stream Geomorphology NA (1) Water Quality LOW (2) Baseflow HIGH (2) Streamside Area Vegetation LOW (3) Upland Pollutant Filtration LOW ( j (3) Thermoregulation MEDIUM §' (2) Indicators of Stressors YES t (2) Aquatic Life Tolerance MEDIUM I f (2) Intertidal Zone Filtration NA • . (1) Habitat LOW ; 1 (2) In -stream Habitat LOW (3) Baseflow HIGH ! j (3) Substrate LOW (3) Stream Stability HIGH (3) In -stream Habitat LOW ( I (2) Stream -side Habitat MEDIUM (3) Stream -side Habitat MEDIUM I (3) Thermoregulation MEDIUM (2) Tidal Marsh In -stream Habitat NA (° (3) Flow Restriction NA i (3) Tidal Marsh Stream Stability NA (4) Tidal Marsh Channel Stability NA, (4) Tidal Marsh Stream Geomorphology NA (3) Tidal Marsh In -stream Habitat NA ( I (2) Intertidal Zone NA Overall LOW I l NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2 rcaunu k d1L;U1awr vVrswn c USACE AID #: NCDWR #: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name (if any): Stafford 2. Date of evaluation: 11/24/15 3. Applicantlowner name: 4. Assessor name/organization: WEPG 5. County: Iredell 6. Nearest named water body 7. River basin: Rocky on USGS 7.5 -minute quad: West Branch Rocky River 8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.54712 N, - 80.83379 W STREAM INFORMATION: (depth and width can be approximations) 9. Site number (show on attached map): Reach #2 10. Length of assessment reach evaluated (feet): 800 11. Channel depth from bed (in riffle, if present) to top of bank (feet): 5 ❑Unable to assess channel depth. 12. Channel width at top of bank (feet): 8 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ®Perennial flow ❑Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains (M) ® Piedmont (P) ❑ Inner Coastal Plain (I) ❑ Outer Coastal Plain (0) 16. Estimated geomorphic ®A �J valley shape (skip for ❑B Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope) 17. Watershed size: (skip ❑Size 1 (< 0.1 miz) ®Size 2 (0.1 to < 0.5 mit) ❑Size 3 (0.5 to < 5 mit) ❑Size 4 (>_ 5 mit) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regulatory considerations evaluated? ❑Yes ®No If Yes, check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑lll ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters []Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish 0303(d) List ❑LAMA Area of Environmental Concern (AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: []Designated Critical Habitat (list species) 19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? ®Yes ❑No 1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow, water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction - assessment reach metric ❑A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams, beaver dams). ®B Not A 3. Feature Pattern - assessment reach metric ®A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert). ❑B Not A 4. Feature Longitudinal Profile - assessment reach metric ®A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ❑B Not A 5. Signs of Active Instability - assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap). ❑A < 10% of channel unstable ®B 10 to 25% of channel unstable ❑C > 25% of channel unstable 6. Streamside Area Interaction — streamside area metric Consider for the Left Bank (LB) and the Right Bank (RB). LB RB ❑A ❑A Little or no evidence of conditions that adversely affect reference interaction ®B ®B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching]) ❑C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors — assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam) ❑B Excessive sedimentation (burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor (not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. OF Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc) El Other: (explain in "Notes/Sketch" section) ❑J Little to no stressors 8. Recent Weather — watershed metric (skip for Tidal Marsh Streams) For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought. ❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ®C No drought conditions 9. Large or Dangerous Stream — assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition). 10. Natural In -stream Habitat Types — assessment reach metric 10a. ❑Yes ❑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 for Size 4 Coastal Plain streams only, then skip to Metric 12) 10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses 6 W ❑F 5% oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) ,E, ❑G Submerged aquatic vegetation ®B Multiple sticks and/or leaf packs and/or emergent 8 ❑H Low -tide refugia (pools) vegetation N Ell Sand bottom ❑C Multiple snags and logs (including lap trees) t ❑J 5% vertical bank along the marsh ❑D 5% undercut banks and/or root mats and/or roots " 2 ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat ******** *** ********************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS*************"*********"** 11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 11a. ❑Yes ®No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams) 11 b. Bedform evaluated. Check the appropriate box(es). ®A Riffle -run section (evaluate 11c) ❑B Pool -glide section (evaluate 11d) ❑C Natural bedform absent (skip to Metric 12, Aquatic Life) 11c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) _ absent, Rare (R) = present but < 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative percentages should not exceed 100% for each assessment reach. NP R C A P ® ❑ ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder (256 — 4096 mm) ❑ ® ❑ ❑ ❑ Cobble (64 — 256 mm) ❑ ❑ ❑ ® ❑ Gravel (2 — 64 mm) ❑ ❑ ❑ ® ❑ Sand (.062 — 2 mm) ❑ ❑ ® ❑ ❑ Silt/clay (< 0.062 mm) ❑ ❑ ® ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial (rip -rap, concrete, etc.) 11d. ®Yes ❑No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams) 12a. ®Yes ❑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 13. ❑No Water ❑Other: 12b. ®Yes ❑No Are aquatic 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 over columns refer to "individuals" for Size 1 and 2 streams and "taxa" for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ []Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats) ❑ ®Beetles ❑ ❑Caddisfly larvae (T) ❑ ❑Asian clam (Corbicula) ® ❑Crustacean (isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae (E) ❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea) ❑ ❑Mussels/Clams (not Corbicula) ❑ ❑Other fish ® ❑Salamanders/tadpoles ❑ []Snails ❑ ❑Stonefly larvae (P) ® ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ❑A ❑A Little or no alteration to water storage capacity over a majority of the streamside area ®B ®B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage capacity over a majority of the streamside area (examples: ditches, fill, soil compaction, livestock disturbance, buildings, man-made levees, drainage pipes) 14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water >_ 6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ®C ®C Majority of streamside area with depressions able to pond water < 3 inches deep 15. Wetland Presence —streamside area metric (skip for Tidal Marsh Streams) Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ❑Y ❑Y Are wetlands present in the streamside area? ON ON 16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs (jurisdictional discharges) ❑B Ponds (include wet detention basins; do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low -flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir) ❑D Evidence of bank seepage or sweating (iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation) ❑B Obstruction not passing flow during low -flow periods affecting the assessment reach (ex: watertight dam, sediment deposit) ❑C Urban stream (z 24% impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge OF None of the above 18. Shading — assessment reach metric (skip for Tidal Marsh Streams) Consider aspect. Consider "leaf -on" condition. ®A Stream shading is appropriate for stream category (may include gaps associated with natural processes) ❑B Degraded (example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width — streamside area metric (skip for Tidal Marsh Streams) Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ❑A ❑A a 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ❑B From 50 to < 100 feet wide ❑C ❑C ❑C ❑C From 30 to < 50 feet wide ❑D ❑D ❑D ®D From 10 to < 30 feet wide ❑E ❑E ®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 ("Vegetated" Buffer Width). LB RB ❑A ❑A Mature forest ❑B ®B Non-mature woody vegetation or modified vegetation structure ®C ❑C Herbaceous vegetation with or without a strip of trees < 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams) Check all appropriate boxes for left bank (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 30-50 feet). If none of the following stressors occurs on either'bank, check here and skip to:Metnc 2.2:; ❑ Abuts < 30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf ❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulture ®D ®D ❑D ❑D ❑D ❑D Pasture (active livestock use) 22. Stem Density — streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width). LB RB ❑A ❑A Medium to high stem density ®B ®B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide. LB RB ❑A ®A The total length of buffer breaks is < 25 percent. ❑B ❑B The total length of buffer breaks is between 25 and 50 percent. ®C ❑C The total length of buffer breaks is > 50 percent. 24. Vegetative Composition — streamside area metric (skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to assessment reach habitat. LB RB ❑A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ❑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 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 inappropriately composed of a single species or no vegetation. 25. Conductivity — assessment reach metric (skip for all Coastal Plain streams) 25a. ®Yes ❑No Was conductivity measurement recorded? If No, select one of the following reasons. ❑No Water ❑Other: 25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter). ❑A < 46 ❑B 46 to < 67 ❑C 67 to < 79 ®D 79 to < 230 ❑E >_ 230 Notes/Sketch: Evidence of livestock in channel and in adjacent streamside area. Erosion and compaction of streamside area occurs along entire reach. Hoof shear observed along both banks in lower reach. Channel appears to have been straightened along a majority of the reach and/or incised from channel down -cutting. Stream Site Name Stafford Stream Category Pa2 Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 1 Rating Calculator Version 2 Date of Assessment 11/24/15 Assessor Name/Organization WEPG Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) NO Additional stream information/supplementary measurements included (Y/N) YES NC SAM feature type (perennial, intermittent, Tidal Marsh Stream) Perennial USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology LOW (2) Baseflow MEDIUM (2) Flood Flow LOW i (3) Streamside Area Attenuation LOW } (4) Floodplain Access MEDIUM -" (4) Wooded Riparian Buffer LOW (4) Microtopography LOW (3) Stream Stability LOW i (4) Channel Stability MEDIUM (4) Sediment Transport MEDIUM ( "' (4) Stream Geomorphology LOW (2) Stream/Intertidal Zone Interaction NA (2) Longitudinal Tidal Flow NA (2) Tidal Marsh Stream Stability NA (3) Tidal Marsh Channel Stability NA (3) Tidal Marsh Stream Geomorphology NA (1) Water Quality LOW s (2) Baseflow MEDIUM i (2) Streamside Area Vegetation MEDIUM (3) Upland Pollutant Filtration LOW (3) Thermoregulation HIGH (2) Indicators of Stressors YES (2) Aquatic Life Tolerance MEDIUM (2) Intertidal Zone Filtration NA (1) Habitat LOW (2) In -stream Habitat LOW (3) Baseflow MEDIUM (3) Substrate MEDIUM, (3) Stream Stability MEDIUM (3) In -stream Habitat LOW (2) Stream -side Habitat MEDIUM (3) Stream -side Habitat LOW (3) Thermoregulation HIGH (2) Tidal Marsh In -stream Habitat NA (3) Flow Restriction NA (3) Tidal Marsh Stream Stability NA j (4) Tidal Marsh Channel Stability NA (4) Tidal Marsh Stream Geomorphology NA (.. (3) Tidal Marsh In -stream Habitat NA (2) Intertidal Zone NA Overall LOW r NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2 f�a11114 Val{ u aV1 Y W.... IVII L USACE AID #: NCDWR #: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name (if any): Stafford 2. Date of evaluation: 11/24/15 3. Applicant/owner name: 4. Assessor name/organization: WEPG 5. County: Iredell 6. Nearest named water body 7. River basin: Rocky on USGS 7.5 -minute quad: West Branch Rocky River 8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.55114 N, - 80.83183 W STREAM INFORMATION: (depth and width can be approximations) 9. Site number (show on attached map): Reach #3 10. Length of assessment reach evaluated (feet): 600 11. Channel depth from bed (in riffle, if present) to top of bank (feet): 2 ❑Unable to assess channel depth. 12. Channel width at top of bank (feet): 7 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ®Perennial flow ❑Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains (M) ® Piedmont (P) ❑ Inner Coastal Plain (1) ❑ Outer Coastal Plain (0) \I. 16. Estimated geomorphic ®A �V� valley shape (skip for E:113 Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope) 17. Watershed size: (skip ®Size 1 (< 0.1 mit) ❑Size 2 (0.1 to < 0.5 mit) ❑Size 3 (0.5 to < 5 miz) ❑Size 4 (>_ 5 miz) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regulatory considerations evaluated? ❑Yes ®No If Yes, check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters []Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d) List ❑CAMA Area of Environmental Concern (AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat (list species) 19. Are additional stream_ information/supplementary measurements included in "Notes/Sketch" section or attached? ®Yes [-]No 1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow, water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction - assessment reach metric ®A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams, beaver dams). ❑B Not 3. Feature Pattern - assessment reach metric ❑A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert). ®B Not A 4. Feature Longitudinal Profile - assessment reach metric ❑A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ®B Not A 5. Signs of Active Instability - assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap). ®A < 10% of channel unstable ❑B 10 to 25% of channel unstable ❑C > 25% of channel unstable 6. Streamside Area Interaction — streamside area metric Consider for the Left Bank (LB) and the Right Bank (RB). LB RB ❑A ❑A Little or no evidence of conditions that adversely affect reference interaction ®B ®B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching]) ❑C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors — assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam) ❑B Excessive sedimentation (burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor (not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. OF Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc) ❑I Other: (explain in "Notes/Sketch" section) ❑J Little to no stressors 8. Recent Weather — watershed metric (skip for Tidal Marsh Streams) For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought. ❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ®C No drought conditions 9. Large or Dangerous Stream — assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition). 10. Natural In -stream Habitat Types — assessment reach metric 10a. ❑Yes ❑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 for Size 4 Coastal Plain streams only, then skip to Metric 12) 10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses a y ❑F 5% oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) F ca ❑G Submerged aquatic vegetation ®B Multiple sticks and/or leaf packs and/or emergent w❑H Low -tide refugia (pools) vegetation N ❑I Sand bottom ❑C Multiple snags and logs (including lap trees) t a ❑J 5% vertical bank along the marsh ❑D 5% undercut banks and/or root mats and/or roots 2 ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat *********"*****************"***REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS**************************** 11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 11a. ❑Yes ®No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams) 11 b. Bedform evaluated. Check the appropriate box(es). ®A Riffle -run section (evaluate 11c) ®B Pool -glide section (evaluate 11d) ❑C Natural bedform absent (skip to Metric 12, Aquatic Life) 11c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) _ absent, Rare (R) = present but < 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative percentages should not exceed 100% for each assessment reach. NP R C A P ® ❑ ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder (256 — 4096 mm) ® ❑ ❑ ❑ ❑ Cobble (64 — 256 mm) ❑ ❑ ® ❑ ❑ Gravel (2 — 64 mm) ❑ ❑ ❑ ® ❑ Sand (.062 — 2 mm) ❑ ® ❑ ❑ ❑ Silt/clay (< 0.062 mm) ❑ ❑ ® ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial (rip -rap, concrete, etc.) 11d. ❑Yes ❑No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams) 12a. ®Yes ❑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 13. ❑No Water ❑Other: 12b. ®Yes ❑No Are aquatic 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 over columns refer to "individuals" for Size 1 and 2 streams and "taxa" for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ []Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats) ❑ ®Beetles ❑ ❑Caddisfly larvae (T) ❑ ❑Asian clam (Corbicula) ❑ ®Crustacean (isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae (E) ❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea) ❑ ❑Mussels/Clams (not Corbicula) ❑ ®Other fish ❑ EIS alamanders/tadpoles ❑ ❑Snails ❑ ❑Stonefly larvae (P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ❑A ❑A Little or no alteration to water storage capacity over a majority of the streamside area ®B ®B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage capacity over a majority of the streamside area (examples: ditches, fill, soil compaction, livestock disturbance, buildings, man-made levees, drainage pipes) 14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water >_ 6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ❑C ❑C Majority of streamside area with depressions able to pond water < 3 inches deep 15. Wetland Presence —streamside area metric (skip for Tidal Marsh Streams) Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ®Y ®Y Are wetlands present in the streamside area? ❑N ❑N 16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs (jurisdictional discharges) ®B Ponds (include wet detention basins; do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low -flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir) ®D Evidence of bank seepage or sweating (iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation) ❑B Obstruction not passing flow during low -flow periods affecting the assessment reach (ex: watertight dam, sediment deposit) ❑C Urban stream (Z 24% impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge OF None of the above 18. Shading — assessment reach metric (skip for Tidal Marsh Streams) Consider aspect. Consider "leaf --on" condition. ❑A Stream shading is appropriate for stream category (may include gaps associated with natural processes) ®B Degraded (example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width - streamside area metric (skip for Tidal Marsh Streams) Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ❑A ❑A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ®B From 50 to < 100 feet wide ❑C ❑C ❑C ❑C From 30 to < 50 feet wide ❑D ❑D ®D ❑D From 10 to < 30 feet wide ❑E ❑E ❑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 ("Vegetated" Buffer Width). LB RB ❑A ®A Mature forest ®B ❑B Non -mature woody vegetation or modified vegetation structure ❑C ❑C Herbaceous vegetation with or without a strip of trees < 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors - streamside area metric (skip for Tidal Marsh Streams) Check all appropriate boxes for left bank (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 stream30-50 feet). If nbne ofthe following stressors- occurs on either. bank. check here and skip to Metric -22 El- - Abuts < 30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf ❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulture ®D ®D ❑D ❑D ❑D ❑D Pasture (active livestock use) 22. Stem Density - streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width). LB RB ❑A ❑A Medium to high stem density ®B ®B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer - streamside area metric (skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide. LB RB ❑A ❑A The total length of buffer breaks is < 25 percent. ®B ®B The total length of buffer breaks is between 25 and 50 percent. ❑C ❑C The total length of buffer breaks is > 50 percent. 24. Vegetative Composition - streamside area metric (skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to assessment reach habitat. LB RB ❑A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ❑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 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 inappropriately composed of a single species or no vegetation. 25. Conductivity - assessment reach metric (skip for all Coastal Plain streams) 25a. ®Yes ❑No Was conductivity measurement recorded? If No, select one of the following reasons. ❑No Water ❑Other: 25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter). ❑A < 46 ❑B 46 to < 67 ❑C 67 to < 79 ®D 79 to < 230 ❑E >_ 230 Notes/Sketch: +/- 375 linear feet of stream reach is impounded by Openwater Pond J. +/- 25 linear feet of reach is affected by an existing culvert. Evidence of livestock in channel and in adjacent streamside area. Erosion and compaction of streamside area occurs along entire reach. Hoof shear along banks and substrate disturbance was observed in upper reach. Stream Site Name Stafford Stream Category Pal Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 1 Rating Calculator Version 2 Date of Assessment 11/24/15 Assessor Name/Organization WEPG Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) NO Additional stream information/supplementary measurements included (Y/N) YES NC SAM feature type (perennial, intermittent, Tidal Marsh Stream) Perennial USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology MEDIUM (. (2) Baseflow HIGH (2) Flood Flow MEDIUM (3) Streamside Area Attenuation LOW , (4) Floodplain Access MEDIUM (4) Wooded Riparian Buffer LOW (4) Microtopography MEDIUM (3) Stream Stability HIGH (4) Channel Stability HIGH (4) Sediment Transport MEDIUM k (4) Stream Geomorphology HIGH (2) Stream/Intertidal Zone Interaction NA (2) Longitudinal Tidal Flow NA E (2) Tidal Marsh Stream Stability NA , (3) Tidal Marsh Channel Stability NA (3) Tidal Marsh Stream Geomorphology NA . (1) Water Quality LOW !_ (2) Baseflow HIGH (2) Streamside Area Vegetation LOW (3) Upland Pollutant Filtration LOW (3) Thermoregulation MEDIUM' (2) Indicators of Stressors YES (2) Aquatic Life Tolerance MEDIUM, (2) Intertidal Zone Filtration NA is P: (1) Habitat LOW (2) In -stream Habitat LOW (3) Baseflow HIGH (3) Substrate MEDIUM (3) Stream Stability HIGH f (3) In -stream Habitat LOW (2) Stream -side Habitat MEDIUM' (3) Stream -side Habitat MEDIUM j (3) Thermoregulation MEDIUM (2) Tidal Marsh In -stream Habitat NA,• (3) Flow Restriction NA (3) Tidal Marsh Stream Stability NA (4) Tidal Marsh Channel Stability NA (4) Tidal Marsh Stream Geomorphology NA (3) Tidal Marsh In -stream Habitat NA (2) Intertidal Zone NA Overall LOW' STREAM ASSESSMENT REACH #1 Stafford, Stream Evaluation Photographs VFPG Iredell County, NC. Photos taken November 24, 2015 WWeedwnds�L land Ewirmunenral PWww V Group Leonard S. Rindner. PLLC. Photo 1: Stream Reach #1 near area of proposed road crossing (facing upslope). Photo 2: Steep unstable banks. Stafford, Stream Evaluation Photographs WE P G Iredell County, INC. Photos taken November 24, 2015 Wetlands and Environmental Planning Group Lewwd S. µndw. PLLC. Photo 3: Hoof shear from livestock on banks and pools filled with sediment. Stafford, Stream Evaluation Photographs WE P G Y Iredell County, NC. Photos taken November 24, 2015 Wetlands and Environmental Panning Group Leonwd S. Px6w, PLIC. sf- fir_ � �� ��-!`�+f �•{ r,� S�t -.a -taw �f :..�'� �•. a a f .N r ` _ STREAM ASSESSMENT REACH #2 Stafford, Stream Evaluation Photographs WEPG Iredell County, NC. Photos taken November 24, 2015 Wetlands and Eimronmental Planning Group Leonard S. Piidnar. PLLC. r y, t iri; i �' ,II r •��J�I*pry� �� 4� k� Al r Photo 11: Adjacent streamside area pasture. Pasture contains areas with access for livestock to enter creek. Photo 12: Hoof shear from livestock on banks. Stafford, Stream Evaluation Photographs WE P G Iredell County, NC. Photos taken November 24, 2015 Wetlands ad Planning Group Leonard S. Pindner. PLLC. Photo 13: Existing road crossing/culvert. Stafford, Stream Evaluation Photographs WE � /� E FG Iredell County, NC. Photos taken November 24, 2015 Wetlanddss a EnnwonmenW Planning Group Leonard S. Rimkw. ZC. STREAM ASSESSMENT REACH #3 Stafford, Stream Evaluation Photographs WEPG redell County, NC. Photos taken November 24, 2015 Waluds and Enwonmental Plamina Group Leonard S. wnd w. PUC. r 'a .fry t - •. � _ � '� � �� I y6 Y: •;�' � 71 .T T, � r may+ � �. i LL W do • • ` ti_. qAM•: #NM Photo 16: Existing impoundment (facing upslope). Photo 17: Adjacent streamside area pasture with erosion, compaction, and access for livestock to enter creek. Stafford, Stream Evaluation Photographs WFP G Iredell County, NC. Photos taken November 24, 2015 Wetlands and Ennnronmental Planning Group Leonard S. Piridner, PLLC. Photo 18: Channel widening upslope of impoundment. Evidence of livestock in channel and hoof shear on banks. Stafford, Stream Evaluation Photographs WC Pini Iredell County, NC. Photos taken November 24, 2015 Wedands anE�E ,rmronmenW PW"ng Group Leonad S. Wndnnr. PLIC. MISCELLANEOUS Stafford, Stream Evaluation Photographs WE PG Iredell County, NC. Photos taken November 24, 2015 Wedrds and En ironmental Planning Group Leonard S. Rwxk r, PLLC. Photo Location 19: Abrupt change in stream characteristics to exposed bedrock, riffle/pool sections between Assessment Reach #2 and Assessment Reach #3. Stafford, Stream Evaluation Photographs WE P G Iredell County, NC. Photos taken November 24, 2015 WetWMs and Ern ronmantal Planning Group Leonard S. Pindner. PLLC. C O E O C O r� .E v +-P v O .4-j U V) �i ,Jurisdictional ;l Determination Information FIGURE NO. STAFFORD Iredell Co., INC DEUNEATION MAP —WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION Drawn By: I Reviewed By: NRN I LSR DATE: 12/12/14 04/17/15 Al STAFFORD APPROXIMATE JURISDICTIONAL WETLAND AND STREAM DIMENSIONS JURISDICTIONAL WETLANDS Sq Ft Acres JURISDICTIONAL RPWs LF Acres Jurisdictional Wetland G 1164 0.03 Jurisdictional Perennial Tributary A 4596 1.27 Jurisdictional Wetland 1 6841 0.16 Jurisdictional Intermittent Tributary C 222 0.04 Jurisdictional Wetland K 9775 0.22 Jurisdictional Perennial Tributary D 875 0.20 Jurisdictional Wetland L 550 0.01 Jurisdictional Perennial Tributary E 1274 0.23 Jurisdictional Wetland Y 7318 0.17 Jurisdictional Perennial Tributary F 1811 0.50 Jurisdictional Wetland Z 526 0.01 Jurisdictional Perennial Tributary H 56.00 0.01 Jurisdictional Perennial Tributary M 447 0.05 Total Jurisdictional Wetlands 26174 0.60 Total Jurisdictional RPWs JURISDICTIONAL PONDS Jurisdictional Pond J 27363 0.628 TOTAL SITE ACREAGE TOTAL WATERS OF THE US ACREAGE TOTAL UPLAND ACRES 9,281 2.29 180.72 3.52 177.20 NOTES Table 1: WOUS Summary Table Wetlands and Environmental Planning Group Leonard S. Rindner. PLLC. PHOTO 3: OPEN WATER POND PHOTO 4: OLD POND — No Water Present WFPG Wetlands and Ewronmental Planning Group Stafford Iredell Co., NC —12/12/14 Leonard S. Rmdner. PLLC. STREAM REACH EVALUATION FORM Date: 1 12/11/14 Evaluator: I NRN HAC Eastin : 80.8355 W Proj I Stafford: DP2 Jurisdictional Intermittent Tributary C I Northinq 35.5515 N Total Points: Stream is at least intermittent if > 19 or perennial if > 30' 19.0 (right -click the purple number and left -click Update Field to summarize points A. Geomorphology Absent Weak Moderate Strong SCORE 1a. Continuity of channel bed and bank 0 1 2 3 2 2. Sinuosity of channel along thalweg 0 1 2 3 1 3. In -channel structure: riffle- / step- pool sequence 0 1 2 3 0 4. Particle size of stream substrate 0 1 2 3 1 5. Active/relic floodplain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 0 7. Recent alluvial deposits 0 1 2 3 0 8. Headcuts 21 Other- 0 2 3 2 9. Grade controls 0 0.5 1 1.5 1 10. Natural valley 0 0.5 1 1.5 2 11. Second or greater order channel No = 0 Yes = 3 0 Geomorphology Subtotal a Man-made ditches are not rated: see discussion in NCDWQ Manual B. Hvdroloov 12. Presence of Baseflow 0 1 2 3 0 13. Iron Oxidizing Bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 0.5 15. Sediment on plants or debris 0 0.5 1 1.5 0 16. Organic debris lines or piles rack lines 0 0.5 1 1.5 0.5 17. Soil -based Evidence of high water table? 0.5 No = 0 Yes= 3 3 23. Crayfish 0 Hydrology Subtotal 1.5 C. Biology 18. Fibrous roots in streambed 3 2 1 0 2 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 1 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW= 0.75, OBL= 1.5 Other- 0 0 Bioloov Subtotal perennial streams may also be identified using other methods. See page 35 of NCDWQ manual. Notes: Adapted from NCDWQ: Methodology for Identification of Intermittent and Perennial Streams and their d in . (version 4.11) STREAM REACH EVALUATION FORM Stream is at least intermittent if > 19 or perennial if > 30" (richt-click the purple number and left -click Update Flak A. Geonnorphollogy Geomorphology Absent Weak Moderate Strong SCORE 1'. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 1 3. In -channel structure: riffle- / step- pool sequence 0 1 2 3 2 4. Particle size of stream substrate 0 1 2 3 2 5. Active/relic floodplain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 1 7. Recent alluvial deposits 0 1 2 1 3 1 8. Headcuts 0 1 1 2 3 1 9. Grade controls 0 1 0.5 1 1.5 1 10. Natural valley 0 1 0.5 1 1.5 1.5 11. Second or greater order channel No = 0 Yes = 3 0 Geomorphology Subtotal a Man-made ditches are not rated: see discussion in NCDWQ Manual B. Hydrology 12. Presence of Baseflow 0 1 2 3 3 13. Iron Oxidizing Bacteria 0 1 2 3 2 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 0.5 16. Organic debris lines or piles rack lines 0 0.5 1 1.5 0.5 17. Soil -based Evidence of high water table? 0.5 No = 0 Yes = 3 3 23. Crayfish 0 H drolo Subtotal 1.5 C. Biology 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 1 21. Aquatic Mollusks 0 1 2 3 1 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0.5 24. Amphibians 0 0.5 1 1.5 0.5 25. AI ae 0 0.5 1 1.5 0 26. Wetland lants in streambed FACW= 0.75, OBL= 1.5, Other- 0 0 Biology Subtotal • nerennial streams may also be identified usina other methods. See Daae 35 of NCDWQ manual. Notes: Representative Stream Reach Evaluation Form for Perennial Tributaries D, E, F, H and M. Adapted from NCDWQ: Methodology for Identirication of Intermittent and Perennial Streams and their (version ri ins. WETLAND DETERMINATION DATA FORM – Eastern Mountains and Piedmont Region Project/Site: Stafford Cky/County: Mooresville/Iredell Sampling Date: 12/11/2014 Applicant/Owner: TAC Stafford,LLC State: NC Sampling Point: DP3, Wet: G Investigator(s): NICK HAC Section, Township, Range: Landform (hillskrpe, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0 – 1 % Subregion (LRR or MLRA): MLRA 136 Lat: N 35.5459 Long: W -80.8329 Datum: WOS84 Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes Y No (If no, explain in Remarks.) Are Vegetation N , Soil N , or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation N , Soil N , or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Representative Wetland Data Point for Wetland I HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is reauired: check all that aooly) _ Surface Soil Cracks (B6) _ Surface Water (At) _ True Aquatic Plants (B14) _ Sparsely Vegetated Concave Surface (88) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) X Drainage Patterns (B10) X Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16) _ Water Marks (B1) _ Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _ Sediment Deposits (B2) _ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (C8) _ Drift Deposits (83) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (84) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (D1) _ Iron Deposits (B5) .X Geomorphic Position (132) _ Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (133) X Water -Stained Leaves (89) _ Microtopographic Relief (D4) _ Aquatic Fauna (B13) _ FAC -Neutral Test (135) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes —X N Depth (inches): Saturation Present? Yes X No_ Depth (inches): Surface Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP3, Wet: G Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species 1. Arpr ruhrum 35 _Y FAC That Are OBL, FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 6 (B) 2.Jun6pprusv6rginiana 20 Y FACU 3. Alnus serrulata 10 N OBL 4. Percent of Dominant Species 5 That Are OBL, FACW, or FAC: 83% (AB) 6. 65 = Total Cover Prevalence Index worksheet: Total % Cover of: Multiply by: 50% of total cover: 32.5 20% of total cover: 13 OBIL spades x 1 = Sapling Stratum (Plot size: 30' ) FAC FACWeciess x2= 1.Acerrubrum 10 Y FAC FAC species x 3 = 2. FACU species x4- 4=3. 3. UPL species x5= 4. Column Totals: (A) (B) 5. Prevalence Index = BIA = 6. 10 = Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 5 20% of total cover: 2 _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 30' 1 _ 2 - Dominance Test is >50% 1 _ 3 - Prevalence Index is 53.0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 2 3. Problematic Hydrophytic Vegetation' (Explain) 4. 'Indicators of hydric soil and wetland hydrology must 5. 6 be present, unless disturbed or problematic. - Total Cover Definitions of Five Vegetation Strata: 50% of total cover: 20% of total cover: Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 30' ) approximately 20 it (6 m) or more in height and 3 in. 1. Impatiens capensis 30 Y FACW (7.6 cm) or larger in diameter at breast height (DBI -1). Sapling- Woody plants, excluding woody vines, approximately 20 It (6 m) or more in height and less than 3 in. (7.6 cm) DEH. Shrub - Woody plants, excluding woody vines, approximately 3 to 20 it (1 to 6 m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 2. Eulalia viminea 30 Y FAC 3. Boehmerla cylindrical 10 N FACW 4 5. 6 7. B 9. ft (i m) in height. 10. Woody vine -All woody vines, regardless of height. 11 70 = Total Cover 50% of total cover: 35 20% of total cover: 14 Woody Vine Stratum (Plot size: 30' ) Hydrophytic = Total Cover vegetation 50% of total cover: 20% of total cover: Present? Yes X Not .rs here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point:DP3, Wet: G Profile Description: (Describe to the depth needed to document the indicator a confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color (moist) % Cola (moist) % Tvce Loc, Texture Remarks 0-4 10YR 4/2 100 Silt loam 4-16 10YR3/1 65 7.5YR4/6 X35 RM M Sandy loam 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soile: _ Histosol (A1) _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Histic Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Stratified Layers (A5) X Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (176) _ Very Shallow Dark Surface (TF12) _ Depleted Below Dark Surface (Al 1) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks) _ Thick Dark Surface (Al 2) _ Redox Depressions (178) _ Sandy Mucky Mineral (S1) (LRR N, _ Iron -Manganese Masses (F12) (LRR N, MLRA 147, 148) MLRA 136) _ Sandy Gleyed Matrix (S4) _ Umbric Surface (1`13) (MLRA 136, 122) 'Indicators of hydrophylic vegetation and _ Sandy Redox (S5) _ Piedmont Floodplain Soils (1`19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) _ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region Project/Site: Stafford City/County: Mooresville/Iredell Sampling Date: 121112014 Applicanvowner: TAC Stafford, LLC State: NC Sampling Point: DP5, Wet: B Investigator(s): _ NCN, HAC Section, Township, Range: Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0 - 1 % Subregion (LRR or MLRA): MLRA 136 Lai: N 35.5459 Long: W -80.6329 Datum: WGS84 Soil Map Unit Name: NW) classification: _ Are climatic I hydrologic conditions on the site typical for this time of year? Yes Y No (If no, explain in Remarks.) Are Vegetation N , Soil N , or Hydrology N significantly disturbed? Are "Normal Circumstances" Present? Yes X No Are Vegetation N Soil N , or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Representative Wetland Data Point for Wetland K, L, Y and Z. HYDROLOGY Welland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is reauired. check all that aoplyl _ Surface Soil Cracks (86) _ Surface Water (Al) _ True Aquatic Plants (B14) _ Sparsely Vegetated Concave Surface (88) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) X Drainage Patterns (B10) X Saturation (A3) _ Oxidized Rhlzospheres on Living Roots (C3) _ Moss Trim Lines (B16) _ Water Marks (B7) _ Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _ Sediment Deposits (82) _ Recent Iron Reduction In Tilled Soils (C6) _ Crayfish Burrows (C8) _ Drift Deposits (B3) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (84) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (DI) _ Iron Deposits (85) Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (67) _ Shallow Aquitard (133) X Water -Stained Leaves (139) _ Microtopographic Relief (134) _ Aquatic Fauna (B13) _ FAC -Neutral Test (05) Field Observations: Surface Water Present? Yes —No X Depth (inches): Water Table Present? Yes —X X Depth (inches): Saturation Present? Yes X No_ Depth (Inches): Surface Weiland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DPS, Wet: B US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species 1. Arar nrhnrm 3_ Y FAC That Are OBL FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 6 (B) 2._Iuninnrns virginiana 20 Y FACU 3. Alnus serrulata 10 N OBL 4. Percent of Dominant Species 5 That Are OBL, FACW, or FAC: 83% (A(B) 6. 65 = Total Cover Prevalence Index worksheet: Total % Cover of: Multiply by: 50% of total cover: 32.5 20% of total cover: 13 OBL species x 1 = Sapling Stratum (Plot size: 30' ) FACW species x2= 1. Acer rubrum 10 Y FAC FAC species x3= 2. FACU species x4= 3. UPL species X5= 4. Column Totals: (A) (B) 5. Prevalence Index = BIA = 6. 10 = Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 5 20% of total cover: 2 - 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 30' 1 _ 2 - Dominance Test is >50% 1 _ 3 - Prevalence Index is 53.0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 2 3' Problematic Hydrophytic Vegetation' (Explain) 4. 'Indicators of hydric soil and wetland hydrology must 5. 6. be present, unless disturbed or problematic. = Total Cover Definitions of Five Vegetation Strata: 50% of total cover: 20% of total cover: Tree -Woody plants, excluding woody vines. Herb Stratum (Plot size: 30' ) approximately 20 ft (6 m) or more in height and 3 in. 1. Impatiens capensls 30 Y FACW (7.6 cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines. approximately 20 4 (6 m) or more in height and less than 3 in. (7.6 cm) DBH. 2. Eulalia viminea 30 Y FAC 3. Boehmeria cVlindrica 10 N FACW 4 Shrub - Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 5. 6 7. B 9. It (1 m) in height. 10. Woody vine -All woody vines, regardless of height. 11 70 = Total Cover 50% of total cover: 35 20% of total cover: 14 Woody Vine Stratum (Plot size: 30' ) 1. 2. 3. 4. Hydrophytic 5. = Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point:DP5, Wet: B Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvcet Loci Texture Remarks 0-4 10YR 4/2 100 Silt loam 4-16 10YR3/1 65 7.5YR4/6 3_ RM M Sandy loam 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining. M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': _ Histosol (Al) _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Histic Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) _ Hydrogen Sufide (A4) Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Stratified Layers (A5) X Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Very Shallow Dark Surface (TF12) _ Depleted Below Dark Surface (Al 1) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks) _ Thick Dark Surface (Al2) _ Redox Depressions (F8) _ Sandy Mucky Mineral (S1) (LRR N, _ Iron -Manganese Masses (F12) (LRR N, MLRA 147, 148) MLRA 136) _ Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and _ Sandy Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) _ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region ProjecVSite: Stafford Cay/County: Mooresville/Iredell Applicant/Owner: TAC Stafford LLC State: Investigator(s): NCN, HAC Section, Township, Range: Landfwm (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none): None Slope (%): 0 - 1 % Subregion (ERR or MLRA): MLRA 136 Lat: N 35.5468 Long: W -80.8339 Datum: WGS84 GL Sampling Date: 12/112014 _ Sampling Pant: UPD4 Soil Map Una Name: Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ Are Vegetation N Soil N or Hydrology N significantly disturbed? Are Vegetation N Soil N , or Hydrology N naturally problematic? NWI classification: No (If no, explain in Remarks.) Are "Normal Circumstances" present? Yes X No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Welland Hydrology Present? Yes No X Upland data point taken approximately 30 west of DP3. Representative Upland Data Point for all on-site wetlands. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is reauired: check all that apply) _ Surface Soil Cracks (66) _ Surface Water (All _ True Aquatic Plants (814) _ Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) _ Drainage Patterns (810) _ Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (1316) _ Water Marks (61) _ Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _ Sediment Deposits (132) _ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (C8) Drift Deposits (63) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (134) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (137 ) _ Iron Deposits (B5) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (131) _ Shallow Aquitard (133) _ Water -Stained Leaves (139) _ Microtopographic Relief (134) Aquatic Fauna (1313) _ FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes_ No X Depth (Inches): Water Table Present? Yes —No X Depth (inches): Saturation Present? Yes— No N Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: UPD4 US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species 1. Platanus occidentalis 35 Y FACW That Are OBL, FACW, or FAC: 7 (A) Number of Dominant 2. Acer neciundo 25 Y FAC Ulmus 3. americana 15 Y FACW Species Sies Across Ad Strata: 87 (B) 4. Percent of Dominant Species 5• That Are OBL, FACW, or FAC: 87.5% (p/B) 6. 75 = Total Cover Prevalence Index worksheet: 37.5 15 Total % Cover of: Multiply bv: OBL species x 1 = 50% of total cover: 20% of total cover: Sapling Stratum (Plot size: 30' t 1•Acer negundo 15 Y FAC FACW species x 2 - FAC species x 3 = FACU species x4= UPL species x5=Column 2. Platanus occidentalis 5 Y FACW 3. Ulmus americana 5 Y FACW Totals: (A) (B) 5. Prevalence Index = BIA = 6. 25 = Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 12.5 20% of total cover: 5 _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 30' 1 _ 2 - Dominance Test is >50% 1, _ 3 - Prevalence Index is 53.0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 2. 3 4. 'Indicators of hydric soil and wetland hydrology must 5. 6. be present, unless disturbed or problematic. - Total Cover Definitions of Five Vegetation strata: 50% of total cover: 20% of total cover: Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 30' ) approximately 20 it (6 m) or more in height and 3 In. 1. Eulalia viminea 20 Y FAC (7.6 cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, 2. 3. approximately 20 It (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody plants, excluding woody vines. approximately 3 to 20 If (1 to 6 m) in height. Herb - All herbaceous (non -woody) plants, Including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 4 5. 6 7. 8, g If (1 m) in height. 10. Woody vine - All woody vines, regardless of height. 11. 20 = Total Cover 50% of total cover: 10 20% of total cover: 4 Woody Vine Stratum (Plot size: 30' ) 1. Parthenocissus quinquefolia 10 Y FACU Hydrophytic 2. 3. 4. 5. 10 = Total Cover Vegetation 50% of total cover: 5 20% of total cover: 2 Present? Yes X No Remarks: (include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: UPD4 Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvce Loc Texture Remarks 0-16 2.5YR 5/4 100 Silt loam 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains. 'Location: PL=Pae Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': _ Histosol (Al) _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Hisdc Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Very Shallow Dark Surface (TF12) _ Depleted Below Dark Surface (All) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks) _ Thick Dark Surface (Al2) _ Redox Depressions (F8) _ Sandy Mucky Mineral (S1) (LRR N, _ Iron -Manganese Masses (F12) (LRR N, MLRA 147, 148) MLRA 136) _ Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and _ Sandy Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) _ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes _ No X Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0