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HomeMy WebLinkAbout20221768 Ver 1_Attachment A - Submitted PJD (SAW-2022-00637)_20221214Preliminary ORM Data Entry Fields for New Actions SAW — 201 - BEGIN DATE [Received Date]: Prepare file folder n Assign Action ID Number in ORM n 1. Project Name [PCN Form A2a]: Bost Rd Sewer Improvements 2. Work Type: Private n Institutional n Government n Commercial 3. Project Description / Purpose [PCN Form B3d and B3e]: Preliminary jurisdictional determination request for an updated study area 4. Property Owner / Applicant [PCN Form A3 or A4]: City of Morganton; POC: Brad Boris 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Megan Bollero 6. Related Action ID Number(s) [PCN Form B5b]: SAW-2022-00637 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]: Begins at the N. Green Street and St. Marys Church Road intersection and runs east/northeast to the Catawba Meadows Drive and Sanford Drive intersection in Burke County, North Carolina 35.75812°,-81.713497° 8. Project Location - Tax Parcel ID [PCN Form B1a]: Linear project encompassing multiple tax parcels 9. Project Location — County [PCN Form A2b]: Burke 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Morganton 11. Project Information — Nearest Waterbody [PCN Form B2a]: Catawba River 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Catawba (03050101) Authorization: Regulatory Action Type: Section 10 n Section 404 n Section 10 & 404 n Standard Permit Nationwide Permit # n Regional General Permit # n Jurisdictional Determination Request Pre -Application Request Unauthorized Activity n Compliance n No Permit Required Revised 20150602 CAROLINA WETLAND SERVICES, INC. 550 E. Westinghouse Blvd. Charlotte, NC 28273 704-527-1177 (office) 704-527-1133 (fax) To: Brandee Boggs 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 Date: November 10, 2022 Subject: Revised Preliminary Jurisdictional Determination Request (SAW-2022-00637) Bost Rd Sewer Improvements (8 ac.) Morganton, North Carolina CWS Project No. 2021-0145 LETTER OF TRANSMITTAL WE ARE SENDING YOU: ✓ Preliminary JD Package ❑ Approved JD Package ❑ Other ON BEHALF OF: City of Morganton, POC: Brad Boris ATTACHMENTS INCLUDED: NO. DESCRIPTION 1 Preliminary Jurisdictional Determination Request Form 2 Figure 1. Vicinity Map 3 Figure 2. USGS Map 4 Figure 3. Aerial Imagery 5 Figure 4. USDA-NRCS Web Soil Survey of Burke County 6 Figure 5. USDA-NRCS Published Soil Survey of Burke County 7 Figure 6. National Wetland Inventory 8 Figure 7: FEMA National Flood Hazard Map 9 Figure 8. Jurisdictional Boundaries 10 USACE Wetland Determination Data Forms (DP1 and DP2) 11 NCDEQ Stream Classification Forms (SCP1-SCP3, SCP6 and SCP7) 12 Photopage (Photographs 1-9) THESE ARE TRANSMITTED as checked below: ✓ For verification and signature ❑ Revisions per field visit ❑ As requested ❑ As submitted REMARKS: Ms. Boggs, we are submitting a preliminary JD for your verification and signature. Please do not hesitate to contact Megan Bollero at 757-576-6433 or megan@cws-inc.net should you have any questions or comments regarding this report. Sincerely, Megan Bollero, WPIT Aliisa Harjuniemi, PWS Project Scientist Senior Project Manager U.S. Army Corps of Engineers — Wilmington District - Regulatory Division REQUEST FOR JURISDICTIONAL DETERMINATION (JD) (For Jurisdictional Status and Identifying Wetlands and Other Aquatic Resources) I. PROPERTY AND CONTACT INFORMATION A. Site Details/Location: Site Name/Number: Bost Rd Sewer Improvements County: Burke Acreage: 8 Latitude*: 35.75812° Parcel ID Number(PIN) #(s): Linear project encompassing multiple tax parcels Request Date: 11/10/2022 Longitude*: -81.713497° Property Address: Bost Road City: Morganton State: NC Zip Code: 28655 File number(s) of previous determinations associated with the site: SAW-2022-00637 *Coordinates must be provided in decimal degrees ONLY. B. Property Owner Information (if there are multiple property owners, complete an additional owner sheet) First Name: Brad Last Name: Boris Company Name (if applicable): City of Morganton Address: PO Box 3448 City: Morganton State: NC Zip Code: 28655 Daytime Phone: (828) 438-5285 Email: bboris@ci.morganton.nc.us C. Requestor of Jurisdictional Determination/Delineation m Same as Property Owner First Name: Brad Last Name: Boris Company Name (if applicable): City of Morganton Address: PO Box 3448 City: Morganton State: NC Zip Code: 28655 Phone: (828) 438-5285 Email: bboris@ci.morganton.nc.us D. Agent Acting on Behalf of the Requestor (must include an agent authorization signed by requestor): First Name: Megan Last Name: Bollero Company Name (if applicable): Carolina Wetland Services, Inc. Address: 550 E Westinghouse Blvd City: Charlotte State: NC Zip Code: 28273 Phone: (757) 576-6433 Email: megan@cws-inc.net II. REASON FOR REQUEST I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. III. TYPE OF REQUEST: (check all that apply) =Approved' Jurisdictional Determination (AJD) jPreliminary2 Jurisdictional Determination (PJD) I —I I am uncertain and request and require additional information to inform my decision 1Approved — An AJD is defined in Corps regulations at 33 CFR 331.2. As explained in further detail in RGL 16-01, an AJD is used to indicate that this office has identified the presence or absence of wetlands and/or other aquatic resources on a site, including their accurate location(s) and boundaries, as well as their jurisdictional status. AJDs are valid for 5 years. 2Preliminary — A PJD is defined in Corps regulations at 33 CFR 331.2. As explained in further detail in RGL 16-01, a PJD is used to indicate that this office has identified the approximate location(s) and boundaries of wetlands and/or other aquatic resources on a site that are presumed to be subject to regulatory jurisdiction of the Corps of Engineers. Unlike an AJD, a PJD does not represent a definitive, official determination that there are, or that there are not, jurisdictional aquatic resources on a site, and does not have an expiration date. 1 March 23, 2020 IV. SUPPORTING INFORMATION (agents/environmental consultants only)— please List the number and date of all figures/maps/datasheets included in the delineation report — all sources must be properly cited on the figure/map. Delineation Map Figure 8. Jurisdictional Boundaries, dated 2022 USGS Topo Figure 2. USGS Topographic Map, dated 2018 NRCS Soils Survey Figures 4 and 5, dated 2021 and 2006 USFWS NWI Figure 6. National Wetland Inventory, dated 2021 Aerial Imagery Figure 3. Aeriai Imagery, dated 2022 FEMA/FIRM Maps Figure 7. FEMA National Flood Hazard Map, dated 2007 USGS NHD USGS HUC Navigable waters' study Wetland Datasheet (data point labels) USAGE Wetland Determination Data Forms (DP1-DP3) Photo Log Photographs 1-17, dated January 5 and February 22, 2022 Other sources: NCDEQ Stream Classification Forms (SCP1-SCP10) V. AGENTIREQUESTOR CERTIFICATION (agent or requestor listed in Section l (C) or (D) of this request) By signing below, I certify that the information in this document and any attached documents is true and correct to the best of my knowledge. 'Mr fix. Megan Bollero 02/28/2022 Signature Printed Name and Date VI. LEGAL RIGHT OF ENTRY (owner listed in Section 1(B) of this request - if there are multiple property owners, complete an additional owner sheet) By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am a duly authorized owner of record or easement holder of the property identified herein or have other legal o_ r stetutgry authority to allow right -of entry onto this property. Signature ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 CHARLOTTE REGULATORY FIELD OFFICE Please use the Asheville Field Office phone contacts for the Charlotte Regulatory Field Office until further notice Add Aquatic Resource Table Brad Boris Printed Name and Date RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 General Number: (910) 251-4633 Add Additional Owner Sheet WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, NC 27889 General Number: (910) 251-4610 Add Agent Authorization Sheet Validate and Submit Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure' Submission of requested information is voluntary; however, if information is not provided, the request for a jurisdictional determination cannot be evaluated nor can a jurisdictional determination be issued. 2 March 23, 2020 U.S. Army Corps of Engineers — Wilmington District - Regulatory Division AGENT AUTHORIZATION I. PROJECT/SITE INFORMATION Site Name: Bost Road Concept Property Identification Number(s): Linear Droiect encompassing multiple tax parcels II. BEOUESTOR AUTHORIZATION I, the undersigned, Brad Boris ,hereby authorize Megan Bollero , to act on my behalf in all manners relating to all dealings with the U.S. Army Corps of Engineers regarding the project and properties listed above, including taking all necessary actions for the application, processing, issuance, and/or acceptance of a Clean Water Act and/or Rivers and Rivers Act delineations, determinations, and/or permits. Any and all acts carried out by Megan Bollero on my behalf as it relates to this project and properties shall have the same effect as acts of my own. Signature Date )2/24 Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for a jurisdictional determination cannot be evaluated nor can a jurisdictional determination be issued. January 20.20 TABLE OF AQUATIC RESOURCES WITHIN REVIEW AREA Waters Name Latitude (decimal degrees) Longitude (decimal degrees) Quantity of resources in review area (number) Measurement Type Cowardin Code Geographic authority (i.e., 404 and/or 10) U.S. State Rapanos Waters Type (For AJDs only) Wetland AA 35.758987 -81.716008 0.02 acre PEM 404 NC Wetland FF 35.758999 -81.715556 0.02 acre PEM 404 NC Stream A 35.758848 -81.715001 198 acre R3US 404 NC Stream B 35.758852 -81.715898 27 acre R4 404 NC Stream C 35.758716 -81.712729 51 acre R5 404 NC Stream H 35.757217 -81.71905 57 feet R4 404 NC Stream I 35.758767 -81.715611 61 feet R4 404 NC Stream K (Catawba River) 35.759171 -81.706657 28 feet R5 404 NC Pr-ifteipal Purpose: The information that you provide will be used in evaluating your request to determine whe her there are any aquatic resources within he project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USACE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for a jurisdictional determination cannot be evaluated nor can a jurisdictional determination be issued. January 2020 State Location Extent Kentucky Virginia Tennessee 0 North -Carolina 4•�� AVIkar South Carolina Georgia Glen Alpine R d St. Marys Church Road 8 Catawba Meadows Drive ►YG, NC 126 d' 0s Morganton IV Rd REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2020. e` W vt`oln /die 4St Flan �A9� a0� 4 °V) 8rittat- Salem rn a QR , 18 Legend Project Limits (8 ac.) 5,000 2,500 0 5,000 Feet SCALE 1 inch = 5,000 feet DATE 11/7/2022 CWS PROJECT NO: 2021-0145 DRAWN BY: ALH COORDINATES: 35.75812, -81.713497 CHECKED BY: AVH CAROLINA WETLAND SERVICES Vicinity Map Bost Rd Sewer Improvements Burke County Morganton, North Carolina FIGURE NO. G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021-0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\Figurel_Vicinity(2).mxd / / rF�� K/ o tii+p11O (Y O �. 3 ti ;. rr / c i �6R Z▪ . .^ li .. '` '�21 r•s. St -! f `N in cc 0 Gpee �4d+a Hiver r rA ry U� • rl ,9 Q ARBON CITY 0 0 ,0 REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MORGANTON NORTH, NC (2019). atrxnN�tR y,,� :OA'ST m F'1777 `I rf.e 4,J S1 � AfOR(fr"Afl Sr .F Pys Cr e rJ n M organ ton Legend Project Limits (8 ac.) 2,000 1,000 0 2,000 Feet i SCALE: 1 inch = 2,000 feet DATE: 11/7/2022 CWS PROJECT NO: 2021-0145 DRAWN BY: ALH COORDINATES: 35.75812, -81.713497 CHECKED BY: AVH CAR❑LINA WETLAND SERVICES USGS Topographic Map Bost Rd Sewer Improvements Burke County Morganton, North Carolina FIGURE NO. 2 G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021-0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\ArcGis\Figure2_USGS.mxd REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, DATED 2021. BACKGROUND GIS LAYER(S) PROVIDED BY BURKE COUNTY GIS DEPARTMENT, DATED 2021. z SCALE: 1 inch = 700 feet CWS PROJECT NO: 2021-0145 COORDINATES: 35.75812, -81.713497 DATE: 11/8/2022 DRAWN BY: ALH CHECKED BY: AVH CAROLINA WETLAND SERVICES 700 At/ 350 Legend Q Project Limits (8 ac.) — Roads Tax Parcels 0 Aerial Map Bost Rd Sewer Improvements Burke County Morganton, North Carolina 700 Feet FIGURE NO. 3 G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021-0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\ArcGis\Figure3_Aerial.mxd Ifrt HILLCREST.ST UnD Soil Unit Name and Description Hydric Coverage (%) BaB Banister loam, 1 to 6 percent slopes, rarely flooded No 26.5 BvB Brevard fine sandy loam, 1 to 6 percent slopes, rarely flooded No 6.5 CvA Colvard sandy loam, 0 to 3 percent slopes, occasionally flooded Yes 34.6 RhE Rhodhiss sandy loam, 25 to 45 percent slopes No 0.3 UnB Unison fine sandy loam, 2 to 8 percent slopes Yes 20.5 UnC Unison fine sandy loam, 8 to 15 percent slopes Yes 10.1 W Water N/A 1.4 Total Coverage 100 6REFERENCE: USDA-NRCS WEB SOIL SURVEY OF BURKE COUNTY, NC, DATED 2021. ®w� Legend Q Project Limits (8 ac.) — Roads 73, 1,000 500 0 1,000 Feet SCALE: DATE: 1 inch = 1,000 feet 11/7/2022 CWS PROJECT NO: 2021-0145 DRAWN BY: ALH COORDINATES: 35.75812, -81.713497 CHECKED BY: AVH CAROLINA WETLAND SERVICES USDA-NRCS Web Soil Survey of Burke County Bost Rd Sewer Improvements Burke County Morganton, North Carolina FIGURE NO. 4 G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021 0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\ArcGis\Figure4_Current.mxd Wow Bost Road N Green Street Fair 1 Soil Unit Name and Description I Hydric 1 BaB Banister loam, 1 to 6 percent slopes, rarely flooded No BvB Brevard fine sandy loam, 1 to 6 percent slopes, rarely flooded No CvA Colvard sandy loam, 0 to 3 percent slopes, occasionally flooded Yes RhE Rhodhiss sandy loam, 25 to 45 percent slopes No UnB Unison fine sandy loam, 2 to 8 percent slopes Yes UnC Unison fine sandy loam, 8 to 15 percent slopes Yes W Water N/A 1 _:41Millir;3 REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF BURKE COUNTY, NC, SHEETS 6 AND 12, DATED 2006. Fps1107M. Sanford Drive ,dr& Legend r Project Limits (8 ac.) 2,000 1,000 0 2,000 Feet ti SCALE: DATE: 1 inch = 2,000 feet 11/7/2022 CWS PROJECT NO: 2021-0145 DRAWN BY: ALH COORDINATES: 35.75812, -81.713497 CHECKED BY: AVH CAROLINA WETLAND SERVICES USDA-NRCS Published Soil Survey FIGURE NO. of Burke County Bost Rd Sewer Improvements Burke County Morganton, North Carolina 5 G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021 0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\ArcGis\Figure5_Historic.mxd REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2021. BACKGROUND LAYER(S) PROVIDED BY BURKE COUNTY GIS DEPARTMENT, DATED 2021. SCALE 1 inch = 700 feet COORDINATES: 35.75812, -81.713497 DATE 11/8/2022 CHECKED BY: AVH CAROLINA WETLAND SERVICES Legend Q Project Limits (8 ac.) — Roads National Wetland Inventory Freshwater Forested/Shrub Wetland Freshwater Pond Lake Riverine 700 �\ 350 0 4/Ai, FEMA National Flood Hazard Map Bost Rd Sewer Improvements Burke County Morganton, North Carolina 700 Feet FIGURE NO. 6 G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021-0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\ArcGis\Figure6_NWI.mxd 3710179400J REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, DATED 2021. BACKGROUND GIS LAYER(S) PROVIDED BY BURKE COUNTY GIS DEPARTMENT, DATED 2021. FEMA NATIONAL FLOOD HAZARD LAYER PROVIDED BY FEMA, DATED 2007. Legend Q Project Limits (8 ac.) — Roads Flood Hazard Zones Zone Type 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0.2%Annual Chance Flood Hazard 41:4 Future Conditions 1%Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Area with Risk Due to Levee 700 350 0 700 Feet SCALE: 1 inch = 700 feet DATE: 11/9/2022 CWS PROJECT NO: 2021-0145 DRAWN BY: ALH COORDINATES: 35.75812, -81.713497 CHECKED BY: AVH CAROLINA WETLAND SERVICES FEMA National Flood Hazard Map Bost Rd Sewer Improvements Burke County Morganton, North Carolina FIGURE NO. 7 G:\Shared drives\Consulting Team Drive\2021\2021 Consulting Projects\2021-0145 Morganton Pump Station\JD\ArcGIS\FINAL ALIGNMENT FIGURES 11.7.2022\ArcGis\Figure7_FEMA(1).mxd Emergent Wetland AA 0.02 acre �.,SC • 1 S CP9 Intenittent Stream H 57 if Perennial Stream A 198 if 1 S CP8 c' = 50 feet REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY BURKE COUNTY GIS DEPARTMENT, DATED 2021. NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON JANUARY 5, FEBRUARY 22, MAY 16, AND OCTOBER 17, 2022 JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE. /I S Emergent Wetland FF 0.02 acre 1 inch = 75 feet = 100 feet 0 N Perennial Stream K (Catawba River) 28 if 350 e Legend Project Limits (8 ac.) Intermittent Stream Perennial Stream I♦ Catawba River Emergent Wetland — Culverts — Roads •DP Data Point SCP Stream Classification Point Indicates Flow N Photo Location and Direction 175 I / 0 Xti i � 350 Feet DRAWN BY: 11 /21 /2022 w 0 0 Boundaries Jurisdictiona 2 >- 0 w 0 w 0 <w Z Jw �Do u.Q a, t' O L a) • r • C o o r R w o. 0 MM o co M� W W L0 2 FIGURE NO. 8 ting Team Drive2021\2021 Consulting Projects Morganton Pump Station VDAArcGIS\FINALALIGNMENT FIGURES 11.7.2022 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: Bost Rd Sewer Improvements Applicant/Owner: City of Morganton City/County: Burke Investigator(s): MLB/ALH Landform (hillside, terrace, etc.): Depression Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.759005 Sampling Date: 10.17.2022 State: NC Sampling Point: DP1 Section, Township, Range: Morganton Local relief (concave, convex, none): concave Slope (%): 0-2 Soil Map Unit Name: Banister loam, 1 to 6 percent slopes, rarely flooded (BaB) Long: -81.715974 Datum: NAD-83 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: N/A 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: Data point is representative of jurisdictional emergent Wetland AA and FF. According to the Antecedent Precipitation Tool, Burke County had normal conditions during the site visit. 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) (C2) Imagery (C9) (D1) (D4) _ X Surface Water (Al) True Aquatic Plants (B14) Sparsely Vegetated Concave _ _ High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) _ _ _ Saturation (A3) X Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) _ _ Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table _ _ _ Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8) _Sediment _Recent _Crayfish Drift Deposits (B3) Muck Surface (C7) Saturation Visible on Aerial _ _Thin _ Mat or Crust (B4) (Explain in Remarks) or Stressed Plants _Algal _Other _Stunted Iron Deposits (B5) X Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ _ Water -Stained Leaves (B9) Microtopographic Relief _ _ Aquatic Fauna (B13) X FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes X No Depth (inches): 0.2 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: Indicators of wetland hydrology are present. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP1 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. Sapling/Shrub Stratum 1. 2. 3. 4. 5. 6. 7. 8. 9. =Total Cover 50% of total cover: 20% of total cover: (Plot size: 15 50% of total cover: Herb Stratum (Plot size: 5 =Total Cover 20% of total cover: 1. Carex lurida 15 Yes OBL 2. Juncus effusus 5 Yes FACW 3. Digitaria ciliaris 5 Yes FAC 4. Ludwigia repens 5 Yes OBL 5. Leersia otyzoides 5 Yes OBL 6. 7. 8. 9. 10. 35 =Total Cover 50% of total cover: 18 20% of total cover: 7 Woody Vine Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100.0% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UP species x 5 = Column Totals: (A) Prevalence Index = B/A = (B) Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% 3 - Prevalence Index is S3.01 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.) 100% of dominant vegetation is FAC or wetter. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth (inches) Matrix Color (moist) Ok 0-8 10YR 4/2 85 8-20 10YR 5/1 95 Redox Features Color (moist) Ok Type Loc2 10YR 4/6 15 C PL/M 10YR 5/8 5 C PL/M Type: C=Concentration, D=Depletion, RM =Reduced Matrix, MS=Masked Sand Grains. Texture Remarks Loamy/Clayey Prominent redox concentrations Loamy/Clayey Prominent 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) X Depleted Matrix (F3) _ Redox Dark Surface (F6) _ Depleted Dark Surface (F7) X 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: Indicators of hydric soil are present. 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: Bost Rd Sewer Improvements Applicant/Owner: City of Morganton City/County: Burke Investigator(s): MLB/ALH Landform (hillside, terrace, etc.): Flatland Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.759121 Sampling Date: 10.17.2022 State: NC Sampling Point: DP2 Section, Township, Range: Morganton Local relief (concave, convex, none): none Soil Map Unit Name: Unison fine sandy loam, 2 to 8 percent slopes (UnB) Slope (%): 0 Long: -81.715960 Datum: NAD-83 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: N/A 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: Data point is representative of non -jurisdictional upland areas. According to the Antecedent Precipitation Tool, Burke County had normal conditions during the site visit. 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) (C2) Imagery (C9) (D1) (D4) _ Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave _ _ _ High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) _ _ _ Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) _ _ _ Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table _ _ _ Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8) _Sediment _Recent _Crayfish Drift Deposits (B3) Muck Surface (C7) Visible on Aerial _ _Thin _Saturation Mat or Crust (B4) (Explain in Remarks) or Stressed Plants _Algal _Other _Stunted Iron Deposits (B5) Geomorphic Position (D2) _ _ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ _ Water -Stained Leaves (B9) Microtopographic Relief _ _ 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: Indicators of wetland hydrology are not present. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP2 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. Sapling/Shrub Stratum 1. 2. 3. 4. 5. 6. 7. 8. 9. =Total Cover 50% of total cover: 20% of total cover: (Plot size: 15 =Total Cover 50% of total cover: 20% of total cover: Herb Stratum (Plot size: 5 1. Festuca heterophylla 95 Yes UPL 2. Allium vineale 5 No FACU 3. Trifolium repens 5 No FACU 4. 5. 6. 7. 8. 9. 10. 105 =Total Cover 50% of total cover: 53 20% of total cover: 21 Woody Vine Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 0 (A) Total Number of Dominant Species Across All Strata: 1 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 0.0% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) Prevalence Index = B/A = (B) Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is S3.01 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.) 0.0% of dominant vegetation is FAC or wetter. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth (inches) Matrix Color (moist) Ok 0-20 10YR 4/4 100 Redox Features Color (moist) Ok Type Loc2 Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Texture Remarks 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) 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: Indicators of hydric soil are not present. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: 10.17.2022 Project/Site: Bost Rd Sewer Improvements Latitude: 35.758849 Evaluator: MLB/ALH County: Burke Longitude: -81.715546 Total Points: Stream is at least intermittent if 19 or perennial if 30* 34 Stream Determination: Ephemeral Intermittent Perennial Perennial Other Stream Name: SCP1_Stream A A. Geomorphology Subtotal = 20.5 Absent Weak Moderate Strong 1. 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 *artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 7_5 12. Presence of Baseflow 0 1 2 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 = 6 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. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 10.17.2022 Project/Site: Bost Rd Sewer Improvements Latitude: 35.758866 Evaluator: MLB/ALH County: Burke Longitude: -81.715905 Total Points: Stream is at least intermittent if 19 or perennial if 30* 20.5 Stream Determination: Ephemeral Intermittent Perennial Intermittent Other Stream Name: SCP2_Stream B A. Geomorphology Subtotal = 7_5 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 MIL 3 2. Sinuosity of channel along thalweg 10 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 *artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 7 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 = 6 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. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 10.17.2022 Project/Site: Bost Rd Sewer Improvements Latitude: 35.758762 Evaluator: MLB/ALH County: Burke Longitude: -81.712738 Total Points: Stream is at least intermittent if 19 or perennial if 30* 30 Stream Determination: Ephemeral Intermittent Perennial Perennial Other Stream Name: SCP3_Stream C A. Geomorphology Subtotal = 15.5 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 12 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 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 ET 1.5 11. Second or greater order channel , No = 0 Yes = 3 *artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 8_5 12. Presence of Baseflow 0 1 2 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 = 6 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. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 10.17.2022 Project/Site: Bost Rd Sewer Improvements Latitude: 35.757195 Evaluator: MLB/ALH County: Burke Longitude: -81.719042 Total Points: Stream is at least intermittent if 19 or perennial if 30* 26.5 Stream Determination: Ephemeral Intermittent Perennial Intermittent Other Stream Name: SCP8_Stream H A. Geomorphology Subtotal = 15 Absent Weak Moderate Strong 1. 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 *artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 5_5 12. Presence of Baseflow 0 11 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 = 6 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. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 10.17.2022 Project/Site: Bost Rd Sewer Improvements Latitude: 35.758735 Evaluator: MLB/ALH County: Burke Longitude: -81.715610 Total Points: Stream is at least intermittent if 19 or perennial if 30* 21 Stream Determination: Ephemeral Intermittent Perennial Intermittent Other Stream Name: SCP9_Stream A. Geomorphology Subtotal = 9 Absent Weak Moderate Strong 1. 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 *artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 6 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 = 6 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. Notes: Sketch: Bost Rd Sewer Improvements Attachment B: Photopage November 10, 2022 CWS Project No. 2021-0145 Photograph 1. View of emergent Wetland AA, facing northwest (DP1), Dated February 2022. Photograph 2. View of emergent Wetland FF, facing northeast, Dated February 2022. Photopage 1 of 5 Bost Rd Sewer Improvements Attachment B: Photopage November 10, 2022 CWS Project No. 2021-0145 Photograph 3. View of perennial Stream A, facing downstream (SCP1), Dated October 2022. Photograph 4. View of intermittent Stream B, facing downstream (SCP2), Dated February 2022. Photopage 2 of 5 Bost RdSewer Improvements November 10.2022 CWS Project No. 2021-0145 Photograph 5. View of perennial Stream C. facing downstream (SCP3). Dated February 2022. Photograph 6. View of intermittent Stream H, facing downstream (SCP8), Dated October 2022. Photopage 3 of 5 Bost Rd Sewer Improvements Attachment B: Photopage November 10, 2022 CWS Project No. 2021-0145 Photograph 7. View of intermittent Stream I, facing downstream (SCP9). Dated October 2022 Photograph 8. View of perennial Stream K, Catawba River, facing downstream, Dated February 2022. Photopage 4 of 5 Bost Rd Sewer Improvements Attachment B: Photopage November 10, 2022 CWS Project No. 2021-0145 Photograph 9. View of non -jurisdictional upland areas, facing northeast (DP2), Dated October 2022. Photopage 5 of 5