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HomeMy WebLinkAbout20220494 Ver 1_401 Application_20220325Staff Review Form NORTH CAROLINA Envlronm¢ntcl Qvofiry Updated September 4, 2020 Staff Review Does this application have all the attachments needed to accept it into the review process?* Yes No ID# * 20220494 Version* 1 Is this project a public transportation project?* Reviewer List:* Select Reviewing Office: * Submittal Type:* Yes • No Doug Perez:eads\djperez Mooresville Regional Office - (704) 663-1699 401 Application Does this project require a request for payment to be sent?* Yes No How much is owed?* $240.00 $570.00 Project Submittal Form Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: * For the Record Only (Courtesy Copy) New Project Modification/New Project with Existing ID More Information Response Other Agency Comments Pre -Application Submittal Re-Issuance\Renewal Request Stream or Buffer Appeal Project Contact Information Name: Drew Lucas Who is submitting the information? Email Address: drewlucas@wetlands-waters.com Project Information Project Name: New Hope Road Townhomes Is this a public transportation project? Yes No Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No Unknown County (ies) Gaston Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach document NewHopeRoadTownhomesPCNflatten.pdf 7.89MB Only pdf or kmz files are accepted. Describe the attachments or comments: New Hope Road Townhomes PCN Sign and Submit By checking the box and signing box below, I certify that: • I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. • I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the online form. Signature: C/ of race Submittal Date: 03-25-2022 Is filled in automatically. Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing la. Type(s) of approval sought from the Corps: ❑ Section 10 Permit x Section 404 Permit 1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: lc. 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): — Regular ❑ Non-404 Jurisdictional General Permit — Express ❑ Riparian Buffer Authorization x 401 Water Quality Certification ❑ 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: For the record only for Corps Permit: ❑ Yes x No ❑Yes K No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes x No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes x No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes x No 2. Project Information 2a. Name of project: New Hope Road Townhomes 2b. County: Gaston 2c. Nearest municipality / town: Gastonia 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Harris Land Holdings, LLC 3b. Deed Book and Page No. 5214, 2339 3c. Responsible Party (for LLC if applicable): 3d. Street address: 2857 Westport Road 3e. City, state, zip: Charlotte, NC, 28208 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ■ Agent ■ Other, specify: 4b. Name: Pee Wee LLC 4c. Business name (if applicable): 4d. Street address: 2857 Westport Road 4e. City, state, zip: Charlotte NC 28208 4f. Telephone no.: 704-399-4663 4g. Fax no.: 4h. Email address: jstewart@eastwoodhomes.com 5. Agent/Consultant Information (if applicable) 5a. Name: Tamp Bandy 5b. Business name (if applicable): Wetlands & Waters, Inc. 5c. Street address: 328 East Broad Street, Suite D 5d. City, state, zip: Statesville NC 28677 5e. Telephone no.: 828-302-3437 5f. Fax no.: N/A 5g. Email address: jtampbandy@wetlands-waters.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification la. Property identification no. (tax PIN or parcel ID): 3574236935, 3574247110, 3574148071, 3574135971 lb. Site coordinates (in decimal degrees): Latitude: 35.226741 Longitude: -81.103130 lc. Property size: 21 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Duharts Creek 2b. Water Quality Classification of nearest receiving water: WS-V 2c. River basin: Catawba 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: Existing conditions are vacant land with a Duke Energy ROW in the NE corner of the property. 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1230 3d. Explain the purpose of the proposed project: The purpose of this project is to serve the growing need for housing in this region. 3e. Describe the overall project in detail, including the type of equipment to be used: Typical construction equipment will be used, including but not limited to pan, excavator, 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 prior phases) in the past? ❑ Yes ❑ No x Unknown Comments. 4b. If the Corps made the jurisdictional determination, what type of determination was made? 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. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ❑ No x 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 la. Which sections were completed below for your project (check all that apply): ❑ Buffers ❑ Open Waters ❑ Pond Construction x Wetlands x Streams — tributaries 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 (T) 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 0.08 W2 - Choose one Choose one Yes/No - 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: 0.08 2h. Comments: 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 Tributary 1 INT Corps 3 280 S2 P Rip Rap Tributary 1 INT Corps 3 15 S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 295 3i. Comments: The stream that is going to be impacted is within the Duke Energy ROW and has been heavily manipulated and has become severely incised. —0.019 ac of impact. The feature scores low quality on the NCSAM form and impacts are less than 0.02 ac. Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary (T) 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, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. 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 (T) 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 la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed impact has been minimized to the greatest extent practicable while still complying with road standards. The impact length of the crossing has been minimized to the greatest extent practicable while complying with Duke Energy ROW standards for side slopes. Retaining walls are not allowed within ROWs and a minimum of 3:1 fill slopes are required. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Project was redesigned to avoid original proposed impacts which are located above the tributary impacts. 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? No ❑ Yes x 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) 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 la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ❑ Yes x No 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? >24 2b. Does this project require a Stormwater Management Plan? x 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: Project provides post construction treatment and includes SCM designed to meet Phase II requirements of local ordinance. 2e. Who will be responsible for the review of the Stormwater Management Plan? City of Gastonia 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Gaston 3b. Which of the following locally -implemented stormwater management programs apply (check all that apply): x Phase II NSW ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? ❑Yes x No 4. DWQ Stormwater Program Review 4a. Which of the following state -implemented stormwater management programs apply (check all that apply): ❑Coastal counties ❑HQW ❑ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes K No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes K No 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? ❑Yes ❑ No lc. 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 letter.) Comments: ❑ Yes ❑ No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? ❑Yes x No 2b. Is this an after -the -fact permit application? ❑Yes K 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 additional development, which could impact nearby downstream water quality? Yes x No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Project will tie into existing sanitary sewer. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? ❑ Yes ©No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? ❑ Yes ❑X No 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? NC NHP GIS 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes © No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA EFH GIS 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? ❑ Yes X❑ No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC SHPO GIS, Adjacent properties are not eligible for listing in the National Register of Historic Places. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? • Yes © No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA NFHL GIS . J0hOk V. S eund Applicant/Agent's Printed Name J,6 z c Date i A)' IicantIAgents Signature (Agegnature is valid only if an authorization le er from the applicant is provided.) Page 10 of 10 NC DWQ Stream Identification Form Version 4.11 Date: 12-20-2021 Project/Site:S New Hope Rd Latitude: 35.22623 Evaluator: TB County: Gaston Longitude: -81.10099 Total Points: Stream is at least intermittent 15.5 if 19 or perennial if 30" Stream Determination (circle one) Ephpfieral Intermittent Perennial Other SF1 e.g. Quad Name: A. Geomorphology (Subtotal = 8.5 ) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = 2 ) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil -based evidence of high water table? No = 0 Yes = 3 C. Biology (Subtotal = 5 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 "perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 2 0 2 1 0 0 1 2 0 0.5 0 0 0 1 0 1 0 2 3 0 0 0 0 0 0 0 NC DWQ Stream Identification Form Version 4.11 Date: 12-20-2021 Project/Site:S New Hope Rd Latitude: 35.22649 Evaluator: TB County: Gaston Longitude: -81.10221 Total Points: Stream is at least intermittent 18.5 if 19 or perennial if 30" Stream Determination (circle one) Ephpfieral Intermittent Perennial Other SF2 e.g. Quad Name: A. Geomorphology (Subtotal = 10.5 ) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = 5 ) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil -based evidence of high water table? No = 0 Yes = 3 C. Biology (Subtotal = 3 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 "perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 3 2 1 1 0 0 1 1 0.5 1 0 0 0 0 1 1 3 1 2 0 0 0 0 0 0 0 U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Project/Site: South New Hope Road Townhomes Applicant/Owner: Henson Foley Investigator(s): TB City/County: Gastonia/Gaston Landform (hillside, terrace, etc.): slope Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.22639 Soil Map Unit Name: Vance Section, Township, Range: Sampling Date: 12-20-2021 State: NC Sampling Point: DF1 Local relief (concave, convex, none): none Slope (%): 2 Long: -81.10098 Datum: WGS84 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: none Yes X No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil , or Hydrology 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 No X Hydric Soil Present? Yes No X Wetland Hydrology Present? Yes No X Is the Sampled Area within a Wetland? Yes No X Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Soil Cracks (136) (B8) (C9) _ Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface _ _ _ High Water Table (A2) Hydrogen Sulfide Odor (C1) Patterns (B10) _ _ _Drainage Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) _ _ _ Marks (B1) of Reduced Iron (C4) Dry -Season Water Table (C2) _Water _Presence _ Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) _ _ _ Drift Deposits (B3) Muck Surface (C7) Saturation Visible on Aerial Imagery _ _Thin _ Mat or Crust (B4) (Explain in Remarks) or Stressed Plants (D1) _Algal _Other _Stunted Iron Deposits (B5) Geomorphic Position (D2) _ _ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ _ Water -Stained Leaves (B9) Microtopographic Relief (D4) _ _ Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DF1 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status 1. Acerrubrum 5 Yes FAC 2. Liriodendron tulipifera 5 Yes FACU 3. Carya illinoinensis 10 Yes FACU 4. 5. 6. 7. 20 =Total Cover 50% of total cover: 10 20% of total cover: 4 Sapling/Shrub Stratum (Plot size: 15 ) 1. Liquidambar styraciflua 2. Carya illinoinensis 3. 4. 5. 6. 7. 8. 9. 10 Yes FAC 15 Yes FACU 25 =Total Cover 50% of total cover: 13 20% of total cover: 5 Herb Stratum (Plot size: 5 ) 1. Allium allegheniense 2. Rubus allegheniensis 3. 4. 5. 6. 7. 8. 9. 10. 5 Yes UPL 10 Yes FACU 15 =Total Cover 50% of total cover: 8 20% of total cover: 3 Woody Vine Stratum (Plot size: 15 ) 1. Lonicera japonica 2. Vitis rotundifolia 3. 4. 5. 15 Yes FACU 15 Yes FAC 30 =Total Cover 50% of total cover: 15 20% of total cover: 6 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 3 (A) Total Number of Dominant Species Across All Strata: 9 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 33.3% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1 = 0 FACW species 0 x 2 = 0 FAC species 30 x 3 = 90 FACU species 55 x 4 = 220 UPL species 5 x 5 = 25 Column Totals: 90 (A) 335 (B) Prevalence Index = B/A = 3.72 Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DF1 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) % Type' Loc2 Texture 0-3 10YR 4/3 100 3-11 10YR 5/4 80 10YR 7/3 11-16 10YR 6/6 80 10YR 7/3 20 C M 20 C M 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Loamy/Clayey Remarks Loamy/Clayey Faint redox concentrations Loamy/Clayey Distinct redox concentrations 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Histosol (A1) _ Histic Epipedon (A2) Black Histic (A3) _ Hydrogen Sulfide (A4) _ Stratified Layers (A5) 2 cm Muck (A10) (LRR N) _ Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) _ Sandy Mucky Mineral (S1) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) _ Stripped Matrix (S6) Dark Surface (S7) Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) Loamy Mucky Mineral (F1) (MLRA 136) _ Loamy Gleyed Matrix (F2) _ Depleted Matrix (F3) _ Redox Dark Surface (F6) _ Depleted Dark Surface (F7) _ Redox Depressions (F8) Iron -Manganese Masses (F12) (LRR N, MLRA 136) Umbric Surface (F13) (MLRA 122, 136) Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (MLRA 147) _ Coast Prairie Redox (A16) (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Red Parent Material (F21) (outside MLRA 127, 147, 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Project/Site: South New Hope Road Townhomes Applicant/Owner: Henson Foley Investigator(s): TB City/County: Gastonia/Gaston Landform (hillside, terrace, etc.): slope Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.22527 Soil Map Unit Name: Vance Section, Township, Range: Sampling Date: 12-20-2021 State: NC Sampling Point: DF2 Local relief (concave, convex, none): none Slope (%): 2 Long: -81.10553 Datum: WGS84 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: none Yes X No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil , or Hydrology 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? Hydric Soil Present? Wetland Hydrology Present? Yes X No Yes X No Yes X No Is the Sampled Area within a Wetland? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Soil Cracks (B6) Surface (B8) (C9) _ Surface Water (A1) True Aquatic Plants (B14) ? Sparsely Vegetated Concave _ _ High Water Table (A2) Hydrogen Sulfide Odor (C1) Patterns (B10) _ _ _Drainage Saturation (A3) X Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) _ _ Marks (B1) of Reduced Iron (C4) Dry -Season Water Table (C2) _Water _Presence _ Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) _ _ _ Drift Deposits (B3) Muck Surface (C7) Saturation Visible on Aerial Imagery _ _Thin _ Mat or Crust (B4) (Explain in Remarks) or Stressed Plants (D1) _Algal _Other _Stunted Iron Deposits (B5) Geomorphic Position (D2) _ _ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ _ Water -Stained Leaves (B9) Microtopographic Relief (D4) _ _ Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes X No Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DF2 Tree Stratum (Plot size: 30 1. Acer rubrum 2. Liquidambar styraciflua 3. 4. 5. 6. 7. Absolute % Cover Dominant Indicator Species? Status 40 Yes FAC 20 Yes FAC 60 =Total Cover 50% of total cover: 30 20% of total cover: 12 Sapling/Shrub Stratum (Plot size: 15 ) 1. Acer rubrum 2. Ligustrum sinense 3. Ilex opaca 4. 5. 6. 7. 8. 9. Herb Stratum 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 50% of total cover: (Plot size: 5 ) 20 30 10 Yes Yes No 60 =Total Cover FAC FACU FACU 30 20% of total cover: 12 50% of total cover: Woody Vine Stratum (Plot size: 15 ) 1. Lonicera japonica 2. Smilax rotundifolia 3. 4. 5. =Total Cover 20% of total cover: 25 Yes FACU 15 Yes FAC 40 =Total Cover 50% of total cover: 20 20% of total cover: 8 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 4 (A) Total Number of Dominant Species Across All Strata: 6 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 66.7% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species FACW species FAC species FACU species UPL species Column Totals: 0 x 1 = 0 0 x2= 0 95 x 3 = 285 65 x 4 = 260 0 x5= 0 160 (A) 545 (B) Prevalence Index = B/A = 3.41 Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DF2 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) % Type' Loc2 Texture 0-3 7.5Y R 3/2 100 3-9 10YR 4/2 95 9-16 10YR 5/2 100 7.5YR 4/4 5 C PL/M 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Loamy/Clayey Remarks Loamy/Clayey Distinct redox concentrations Loamy/Clayey 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Histosol (A1) _ Histic Epipedon (A2) Black Histic (A3) _ Hydrogen Sulfide (A4) _ Stratified Layers (A5) _2 cm Muck (A10) (LRR N) X Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) _ Sandy Mucky Mineral (S1) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) _ Stripped Matrix (S6) Dark Surface (S7) Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) Loamy Mucky Mineral (F1) (MLRA 136) _ Loamy Gleyed Matrix (F2) X Depleted Matrix (F3) _ Redox Dark Surface (F6) _ Depleted Dark Surface (F7) ? Redox Depressions (F8) Iron -Manganese Masses (F12) (LRR N, MLRA 136) Umbric Surface (F13) (MLRA 122, 136) Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (MLRA 147) _ Coast Prairie Redox (A16) (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Red Parent Material (F21) (outside MLRA 127, 147, 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 35.22618°N 081.10095°W ± 15 ft WGS84 276 deg(T), 732 ft, 12/20/21 S New Hope Rd Townhomes SF1 15.5 Ephemeral 35.22619°N 081.10102°W ± 16 ft WGS84 279 deg(T), 725 ft, 12/20/21 S New Hope Rd Town-hame.s SF1 15.5 Ephemeral 35.22617°N 081.10087°W ± 15 ft WGS84 126 deg(T), 723 ft, 12/20/21 S New Hope Rd Townhomes SF1 15.5 Ephemeral 35.22647°N 081.10092°W ± 17 ft WGS84 119 deg(T), 721 ft, 12/20/21 a 35.22632°N 081.10119°W ± 12 ft WGS84 251 deg(T), 721 ft, 12/20/21 S New Hope Rd Townhomes Gully 35.22632°N 081.10119°W ± 12 ft WGS84 130 deg(T), 721 ft, 12/20/21 35.22635°N 081.10132°W ± 26 ft WGS84 282 deg(T), 711 ft, 12/20/21 • 35.22590°N 081.10490°W ± 47 ft WGS84 321 deg(T), 739 ft, 12/20/21 35.22544°N 081.10551°W ± 22 ft WGS84 0 deg(T), 738 ft, 12/20/21 35.22590°N 081.10486°W ± 22 ft WGS84 335 deg(T), 739 ft, 12/20/21 ,r, 35.22525°N 081.10527°W ± 21 ft WGS84 163 deg(T), 742 ft, 12/20/21 cr 35.22523°N 081.10540°W ± 15 ft WGS84 342 deg(T), 745 ft, 12/20/21 • 35.22528°N 081.10550°W ± 12 ft WGS84 318 deg(T), 750 ft, 12/20/21 35.22527°N 081.10554°W ± 14 ft WGS84 337 deg(T), 750 ft, 12/20/21 rep- nr.-:� if • S New Hope Rd Townhomes WL 1000 35.22468°N 081.10518°W ± 32 ft WGS84 286 deg(T), 747 ft, 12/20/21 k 0,00 S New Hope Rd Townhomes DF4 upt 35.22707°N 081.10227°W ± 23 ft WGS84 328 deg(T), 707 ft, 12/20/21 S New Hope Rd Townhomes Trib in power line row wooea101,,O ,e, ,,,,d I aSao S.6,0Z I aSisio �ti� o,„AOIOdUOSU-H° 11V?I]AO - NV -Id IlIS ON b'INO1Sd`J'021 VOS31-1139113M01 SL9Z Ol LLVZVLS£ 5£69QbLS£'LL6S£LVLS£'ILW LVLS£#Nld SIWOHNMOI GVO?J IdOH MIN S CO 0 L) -\\ , , o \ � a �i. 7• . 1. o (11 \ OF 60" RC / ///-- // // — —_ -- -- ------_ --- --- // 710 - \\ ' < �� iliflllUiilililiiiiIL �-HW \\ N\.\.1. � � , . 2+00 • ht�►-- r -11_ 11 lr JU IL_! Jl is p - Ns. O — - 695 — _ \ — � -OF4P- -OHP -; - 710 705 / 05 8" WATER r N 8' SEWER) 7 695 69 68 BYP-1-EW RIM:687.00 INV IN:681.00 (BYP-2-JB) 1 1PROPOSED GRADE 41 LF OF 60" RCP A 118' STORM BYP-2-J B RIM:694.94 INV IN:681.40 (BYP-3-HW) INV OUT:681 .20 8'� RCP 78L:� EXISTING GRADE 00 95 90 BYP-3-HW R M:688.92 INV OUT:684.00 85 80 -0+38 0+00 0+50 1+00 1+50 2+00 IMPACT #1 PROFILE - 1" = 60' 2+50 3+00 3+38 0 30 60 120 GRAPHIC SCALE 1 "=60 FT. HensonFoley Landscape Architecture Civil Engineering 121 Gilead Road, Huntersville NC 28078 p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com NEW HOPE ROAD TOWNHOMES IMPACT #1 SCALE: AS SHOWN DATE: 2/10/2022 FILE: 220076 NC ENGINEERING BOARD LICENSE#: C-3781 NC LANDSCAPE ARCH R ECi LIRE BOARD LICENSE #: C-399 N ;.. , -740 \ . ��'7,35 0.092 ACRES OF POTENTIALLY J �� JURISDICTIONAL WETLANDS ��� o f , (0.080 ACRES OF IMPACTS) (./411# .04011,- wit SkNo. 745 g_ 745 1PROPOSED GRADE 74 /,1 7f15" STORM /40 8" WATER 68" SEWER 735 L /35 73 1EXISTING GRADE /30 725 /25 -0+38 0+00 0+50 1+00 1+50 2+00 IMPACT #2 PROFILE - 1" = 60' 2+50 3+00 3+38 0 30 60 120 GRAPHIC SCALE 1 "=60 FT. HensonFoley Landscape Architecture Civil Engineering 121 Gilead Road, Huntersville NC 28078 p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com NEW HOPE ROAD TOWNHOMES IMPACT #2 SCALE: AS SHOWN DATE: 2/10/2022 FILE: 220076 NC ENGINEERING BOARD LICENSE#: C-3781 NC LANDSCAPE ARCH R ECi LIRE BOARD LICENSE #: C-399 NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2.1 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): S New Hope Rd 2. Date of evaluation: 12-20-21 3. Applicant/owner name: Joseph Stewart 4. Assessor name/organization: W&W inc. 5. County: Gaston 6. Nearest named water body 7. River basin: Catawba on USGS 7.5-minute quad: Duharts Cr 8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.2267,-81.1031 STREAM INFORMATION: (depth and width can be approximations) 9. Site number (show on attached map): 1 10. Length of assessment reach evaluated (feet): 200 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): 10 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) 16. Estimated geomorphic ❑A ®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 mi2) Size 2 (0.1 to < 0.5 mi2) Size 3 (0.5 to < 5 mi2) Size 4 (>_ 5 mi2) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regulatory considerations evaluated? ®Yes No If Yes, check all that apply to the assessment area. ❑ Outer Coastal Plain (0) ▪ Section 10 water ❑ Essential Fish Habitat ❑ Publicly owned property ❑ Classified Trout Waters ▪ Primary Nursery Area ❑ NCDWR Riparian buffer rule in effect ▪ Water Supply Watershed (01 Lill ❑III ❑IV ®V) ❑ High Quality Waters/Outstanding Resource Waters ❑ Nutrient Sensitive Waters ❑ Anadromous fish 0303(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 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 NotA 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. ❑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) ❑ 1 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 ❑ A Multiple aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats) ®B Multiple sticks and/or leaf packs and/or emergent vegetation ❑ C Multiple snags and logs (including lap trees) ❑ D 5% undercut banks and/or root mats and/or roots in banks extend to the normal wetted perimeter ❑ E Little or no habitat reach) (skip for Size 4 Coastal Plain streams) ❑ F 5% oysters or other natural hard bottoms ❑ G Submerged aquatic vegetation ❑ H Low -tide refugia (pools) ❑ 1 Sand bottom ❑ J 5% vertical bank along the marsh ❑ K Little or no habitat Check for Tidal Marsh Streams *********************************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) 11 a. ❑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) 11 c. 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? ®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 (>_ 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 LB RB ❑A ®A ❑ B ❑B ❑ C ❑C ®D ❑D ❑E ❑E Wooded LB RB ❑A ®A ❑ B ❑B ❑ C ❑C ®D ❑D ❑E ❑E 20. Buffer Structure Consider for left LB RB ❑A ❑A ❑ B ❑B ❑ C ❑C ®D ®D ❑E ❑E >_ 100 feet wide or extends to the edge of the watershed From 50 to < 100 feet wide From 30 to < 50 feet wide From 10 to < 30 feet wide < 10 feet wide or no trees — streamside area metric (skip for Tidal Marsh Streams) bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width). Mature forest Non -mature woody vegetation or modified vegetation structure Herbaceous vegetation with or without a strip of trees < 10 feet wide Maintained shrubs 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 Metric 22: Abuts < 30 feet 30-50 feet LB RB LB RB LB RB ❑ A ❑A ❑A ❑A ❑A ❑A ❑ B ®B ®B ❑B ❑B ❑B ❑ C ❑C ❑C ❑C ❑C ❑C ❑D ❑D ❑D ❑D ❑D ❑D Row crops Maintained turf Pasture (no livestock)/commercial horticulture 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 ®B ❑ C ❑ A ®B ❑ C The total length of buffer breaks is < 25 percent. The total length of buffer breaks is between 25 and 50 percent. 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. RB ❑ 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. 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. 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 LB ❑A ®B ❑ B ❑ C ®C Notes/Sketch: Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 2.1 Stream Site Name S New Hope Rd Date of Assessment 12-20-21 Stream Category Pb1 Assessor Name/Organization W&W inc. Notes of Field Assessment Form (Y/N) Presence of regulatory considerations (Y/N) Additional stream information/supplementary measurements included (Y/N) NC SAM feature type (perennial, intermittent, Tidal Marsh Stream) NO NO NO Intermittent USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology LOW LOW (2) Baseflow MEDIUM MEDIUM (2) Flood Flow LOW LOW (3) Streamside Area Attenuation LOW LOW (4) Floodplain Access LOW LOW (4) Wooded Riparian Buffer LOW LOW (4) Microtopography NA NA (3) Stream Stability LOW LOW (4) Channel Stability LOW LOW (4) Sediment Transport LOW LOW (4) Stream Geomorphology LOW LOW (2) Stream/Intertidal Zone Interaction NA NA (2) Longitudinal Tidal Flow NA NA (2) Tidal Marsh Stream Stability NA NA (3) Tidal Marsh Channel Stability NA NA (3) Tidal Marsh Stream Geomorphology NA NA (1) Water Quality LOW LOW (2) Baseflow MEDIUM MEDIUM (2) Streamside Area Vegetation LOW LOW (3) Upland Pollutant Filtration LOW LOW (3) Thermoregulation MEDIUM MEDIUM (2) Indicators of Stressors YES YES (2) Aquatic Life Tolerance LOW NA (2) Intertidal Zone Filtration NA NA (1) Habitat LOW LOW (2) In -stream Habitat LOW MEDIUM (3) Baseflow MEDIUM MEDIUM (3) Substrate LOW LOW (3) Stream Stability LOW LOW (3) In -stream Habitat LOW HIGH (2) Stream -side Habitat LOW LOW (3) Stream -side Habitat LOW LOW (3) Thermoregulation MEDIUM MEDIUM (2) Tidal Marsh In -stream Habitat NA NA (3) Flow Restriction NA NA (3) Tidal Marsh Stream Stability NA NA (4) Tidal Marsh Channel Stability NA NA (4) Tidal Marsh Stream Geomorphology NA NA (3) Tidal Marsh In -stream Habitat NA NA (2) Intertidal Zone NA NA Overall LOW LOW