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HomeMy WebLinkAbout20201373 Ver 2_ePCN Application_20230123DWR Division of Water Resources Initial Review Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) April 13, 2022 Ver 4.3 Has this project met the requirements for acceptance in to the review process?* Yes No Is this project a public transportation project?* Yes No Change only if needed. Pre -Filing Meeting Date Request was submitted on: 10/2/2020 BIMS # Assigned* Version#* 20201373 2 Is a payment required for this project?* No payment required Fee received Fee needed - send electronic notification Reviewing Office* Mooresville Regional Office - (704) 663-1699 Information for Initial Review la. Name of project: Red Bridge Telecommunications Tower la. Who is the Primary Contact?* Robert Turnbull What amout is owed?* $240.00 $570.00 Select Project Reviewer* Andrew Pitner:eads\ahpitner 1 b. Primary Contact Email:* lc. Primary Contact Phone:* robert.turnbull@terracon.com (919)617-9153 Date Submitted 1/23/2023 Nearest Body of Water Big Meadow Creek Basin Yadkin-PeeDee Water Classification C Site Coordinates Latitude: Longitude: 34.25626 -80.44876 A. Processing Information County (or Counties) where the project is located: Stanly Is this a NCDMS Project Yes No Is this project a public transportation project? * Yes No la. Type(s) of approval sought from the Corps: Section 404 Permit (wetlands, streams and waters, Clean Water Act) Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* Yes No Please provide the date of the previous submission.* 2/8/2021 1 b. What type(s) of permit(s) do you wish to seek authorization? Nationwide Permit (NWP) Regional General Permit (RGP) Standard (IP) lc. Has the NWP or GP number been verified by the Corps? Yes No Nationwide Permit (NWP) Number: 57 - Electric Utility Line and Telecommunications Activities — (frequently used) NWP Numbers (for multiple NWPS): ld. Type(s) of approval sought from the DWR: 401 Water Quality Certification - Regular Non-404 Jurisdictional General Permit Individual 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: If. Is this an after -the -fact permit application?* Yes No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? Yes No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? Yes No 1 h. Is the project located in any of NC's twenty coastal counties? Yes No 1j. Is the project located in a designated trout watershed? Yes No B. Applicant Information Id. Who is applying for the permit? Owner Applicant (other than owner) le. Is there an Agent/Consultant for this project?* Yes No 2. Owner Information 2a. Name(s) on recorded deed: David Scarboro 2b. Deed book and page no.: 2c. Contact Person: 401 Water Quality Certification - Express Riparian Buffer Authorization Yes No Yes No 2d. Address Street Address P.O. Box 1875 Address Line 2 City State / Province / Region Albemarle NC Postal / Zip Code Country 28002 USA 2e. Telephone Number: 2f. Fax Number: (704)438-1950 2g. Email Address: * daves@pbsweb.net 3. Applicant Information (if different from owner) 3a. Name: J. Ashley Cline 3b. Business Name: Verizon Wireless 3c. Address Street Address 8921 Research Drive Address Line 2 City Charlotte Postal / Zip Code 28262 3d. Telephone Number: (704)510-8559 3f. Email Address: * robert.turnbull@terracon.com 4. Agent/Consultant (if applicable) 4a. Name: Robert Turnbull 4b. Business Name: Terracon Consultants, Inc. 4c. Address Street Address 2401 Brentwood Road Address Line 2 Suite 107 City Raleigh Postal / Zip Code 27604 4d. Telephone Number: (919)617-9153 4f. Email Address: * robert.turnbull@terracon.com C. Project Information and Prior Project History State / Province / Region NC Country USA 3e. Fax Number: State / Province / Region NC Country USA 4e. Fax Number: 1. Project Information 1b. Subdivision name: (if appropriate) lc. Nearest municipality / town: Locust, NC 2. Project Identification 2a. Property Identification Number: 556504713384 2b. Property size: 19 2c. Project Address Street Address 1714 West Main Street Address Line 2 City Locust Postal / Zip Code 28097 3. Surface Waters 3a. Name of the nearest body of water to proposed project: * Big Meadow Creek 3b. Water Resources Classification of nearest receiving water: * C 3c. What river basin(s) is your project located in?* Yadkin-PeeDee 3d. Please provide the 12-digit HUC in which the project is located. 030401050307 4. Project Description and History State / Province / Region NC Country USA 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: * Existing conditions on the property consist primarily of young forested areas (clearcut in last 5 years) and maintained roadside area along NC Highway 24. The project vicinity consists primarily of residential areas, commercial areas, and forested areas on the west side of the Town of Locust. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? * Yes No Unknown 4f. List the total estimated acreage of all existing wetlands on the property: 0.0 4g. List the total estimated linear feet of all existing streams on the property: 700 ft 4h. Explain the purpose of the proposed project: * The purpose of the proposed project is to construct a telecommunications tower with an access/utility road extending from NC Highway 24 to the tower. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: * A telecommunications tower and access road will be constructed within a leased easement and tower compound area within the parcel. The tower compound will be constructed entirely on uplands. The access road construction will place a 36' RCP culvert and rip -rap in the UT to Big Meadow Creek at the location of an existing culvert. Excavators and clearing equipment will be used. Equipment will be stored in upland areas. See attached construction drawings. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* Yes No Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* Preliminary Approved Not Verified Unknown N/A Corps AID Number: SAW-2021-00277 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 6. Future Project Plans 6a. Is this a phased project?* Rhiannon Graham Terracon Consultants, Inc. Yes No Unknown Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? None. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): Wetlands Open Waters 3. Stream Impacts Streams -tributaries Pond Construction Buffers 3a. Reason for impact (?) 3b.Impact type* 3c. Type of impact* 3d. S. name* 3e. Stream Type* (?) 3f. Type of Jurisdiction* 3g. S. width 3h. Impact length* S1 road crossing Permanent Culvert UT to Big Meadow Creek Perennial Corps 5 Average (feet) 77 (linear feet) 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 77 3i. Total stream and ditch impacts: 77 3j. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 3i. Total temporary stream impacts: 0 la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The proposed stream impacts for the access road are located at the same location as an existing culvert in the stream channel. The existing culvert is not functional and must be replaced. The access road is as perpendicular as possible while staying within the leased easement. The tower compound was sited to avoid impacts to the stream on the north end of the property. lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: All applicable erosion and sediment control measures will be put in place and maintained according to current regulations. Clear areas will be immediately re -vegetated as required. Spoil material will be placed in upland areas and any excess material will be removed from the site. All in -stream work will occur in the dry. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: Permanent Impacts to stream channels are less than 0.02 acre. No impacts to wetlands or other waters are proposed. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No If no, explain why: Proposed project is in the Yadkin -Pee Dee River Basin. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? * Yes No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? Yes No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? Yes No N/A - project disturbs < 1 acre 3. Stormwater Requirements 3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause degradation of downstream surface waters.* Stormwater Management Plan Antidegradation Calculations Comments: SMP included in attached construction drawings. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? * Yes No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* Yes No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* Yes No 3b. If you answered "no," provide a short narrative description. The proposed telecommunications tower will not result in any downstream impacts or growth -stimulating effects. The existing use of Big Meadow Creek (C) should not change as a result of this project. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* Yes No N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* Yes 5e. Is this a DOT project located within Division's 1-8? Yes No No Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? Yes No 5g. Does this project involve bridge maintenance or removal? Yes No 5h. Does this project involve the construction/installation of a wind turbine(s)?* Yes No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? Yes No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Onsite evaluation by Terracon staff, UWFWS IPAC review, NC Natural Heritage Program Data. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* Yes No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? * EFH Mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* Online SHPO GIS mapping 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* Yes No 8c. What source(s) did you use to make the floodplain determination?* https://msc.fema.gov/portaffsearch Miscellaneous Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred. Click the upload button or drag and drop files here to attach document Red Bridge PCN Attachments.pdf 24.02MB File must be PDF or KMZ Comments Signature By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND I intend to electronically sign and submit the PCN form. Full Name: Robert Turnbull Signature Date 1/23/2023 Irerracon January 23, 2023 U.S. Army Corps of Engineers Raleigh Regulatory Field Office Red Bridge Telecommunications Tower Pre -Construction Notification Stanly County, North Carolina Terracon Project No. 70217502 Please see attachments to the Pre -Construction Notification (PCN) for the Red Bridge Telecommunications Tower Project in Stanly County, NC. • USGS Figure • Aerial photo • NWI Figure • NRCS Figure • Flood Map • Potential Wetlands and Waters Figure • Permit Drawings • USFWS Self -certification and Schweinitz's sunflower survey report • Section 106 documentation If you have any questions regarding the content of this submittal, please contact me at (919) 617- 9153 or robert.turnbull@terracon.com Sincerely, �Terracon Consultants, Inc. Robert Turnbull Department Manager, Natural Resources Terracon Consultants Inc. 2401 Brentwood Road, Suite 107, Raleigh, NC 28208-3608 � r? I f � V rr = � c 2 MApt r 41, L _ :: .f.I rr^ I Wr t7l it hrC.e •,�,, '�' ' iRy Ilan Imo: Locust ocust rTrlr. 1 j L U m`rtia �. I Le y I IVCt��1NYJyF 4YMAINS - v n 1.asPr s ar„< - S NORTH A: CAROLINA +'rn Si. J£r •.+rrrrrre �rrcc c'�F tS s� r I 2 _t F _ I rr 0 Yadkin Pee -Dee River Basin x n a m` a DATASOURCES: 0 1,000 2,000 4,000 USGS Topo tile base map service of The National Map (TNM), data 0 Site Boundary refreshed May 2020; Site Boundary based on Johnston County g Feet Parcel Data. a n a PM: JH Project No. Project Location EXHIBIT 70217502 Irerracon NO. Drawn By: KT 1:24,000 Scale: Red Bridge .) Checked By: Filename: RG Stanly County, Red Bride North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH April 2020 Phone: (s19) a76-22tt Fax: (s1s) 873-9555 Y .1I. A x Q a DATA SOURCES: m a [ Site Boundary Latest High -Resolution NC Statewide Orthoimagery, NC 0 100 200 400 OneMap Server; 2017; Site Boundary approximated from n Verizon provided data. Note: Vegetation removal or alteration of soils or hydrology Feet after initial site evaluation can affect jurisdictional status a and may require re-evaluation of wetland boundaries. �Q I PM: Project No. Aerial EXHIBIT JH 70217502 ierracon NO. Drawn By: KT Scale: 1 in=200ft Explanwlrhu6 Red Bridge 2 Checked By: Filename: RG Stanly County, Red Bride North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH April 2020 Phone: (919) 873-2211 Fax: (919) 873-9555 Y BH a DATA SOURCES: m a 0 Site Boundary Latest High -Resolution NC Statewide Orthoimagery, NC OneMap Server; 2017; Site Boundary approximated from 0 Freshwater Pond (PUBHh) 0 100 200 400 Verizon provided data. Feet Note: Vegetation removal or alteration of soils or hydrology after initial site evaluation can affect jurisdictional status a and may require re-evaluation of wetland boundaries. �Q I PM: JH Project No. National Wetlands Inventory EXHIBIT 70217502 Irerracon NO. Drawn By: KT 1:2,400 Scale: Red Bridge 3 Checked By: Filename: RG Stanly County, Red Bride North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH April 2020 Phone: (919) 873-2211 Fax: (919) 873-9555 Y 0 100 200 400 DATASOURCEs: 0 NRCS Soil Survey of Stanley County, 1989; Site Boundary Site Boundary Feet approximated from Verizon provided data. 0 Soil Lines PM: JH Project No. NRCS SOIIS EXHIBIT 70217502 Irerracon NO. Drawn By: KT 1:2,400 Scale: Red Bridge 4 Checked By: Filename: RG Stanly County, Red Bride North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH April 2020 Phone: (919) 873-2211 Fax: (919) 873-9666 r, Fr. Pr ' f J �,ad nr Ar:rr., � c ' r 2 r'1R f'r r hrCe•tjRf 4. J J ' L•+,1151 ' iRy Ilan Imo: yy< 2•A - s ''f7"vOR Locust ! �c y NJ MAIN S; Y v, NC �a-� NWY F.�^ n L t NORTH CAROLINA tS x I _t f x Q 0 Yadkin Pee -Dee River Basin 0 Site Boundary co a DATASOURCES: _ AE - 1 % Annual Chance Flood Hazard 0 1,000 2,000 4,000 USGS Topo tile base map service of The National Map (TNM), data n Regulatory Floodway refreshed May 2020' Site Boundary based on Johnston County g Feet Parcel Data. - X - 0.2%Annual Chance Flood Hazard n` a PM: JH Project No. Flood Map EXHIBIT 70217502 Irerracon NO. Drawn By: KT 1:24,000 Scale: Red Bridge 5 Checked By: Filename: RG Stanly County, Red Bride North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH April 2020 Phone: (919) 873-2211 Fax: (919) 873ssss Y /SA e. J � �v [ Site Boundary Potential Non -Wetland Waters of the US (Stream) O Culvert 0 100 200 w DATA SOURCES: m a Latest High -Resolution NC Statewide Orthoimagery, NC OneMap Server; 2017; Site Boundary approximated from n Verizon provided data. m 400 Note: Vegetation removal or alteration of soils or hydrology after initial site evaluation can affect jurisdictional status a Feet and may require re-evaluation of wetland boundaries. �Q I PM: JH Project No. Potential Wetland Waters of the US EXHIBIT 70217502 Irerracon NO. Drawn By: KT 1:2,400 Scale: Red Bridge 6 Checked By: Filename: RG Stanly County, Red Bride North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH April 2020 Phone: (919) 873-2211 Fax: (919) 8739555 Y Project No. HL207075 Red Bridge Site 1 Ferracon Csnsu!ling Engineers & Scientists i r a,- ; Y 3 wy\ ,L "' 11M r 1, ' a' ,jam`' ,;i .'�✓ i ;• s ' NC DWO Stream Identification Form Version 4.11 V{K Date: y I l -�; J W Project/Site: J,,f� PA4 Latitude: ; � '�'� D Evaluator: Tt(t0(W_X.V"r A1V1W! County: ffAnl /NG Longitude:_ jb.4(j fjZ. Other L0j)V ft- e.g. Quad Name: Total Points: Stn:am is at least intermittent '��j, �J Stream Determination (circle Ephemeral Intermittent rennia if a 19 or perennial if >_ 30* A. Geomorphology (Subtotal = } Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 2. Sinuosity of channel along thalweg 0 2 3 3. In -channel structure: ex. rife -pool, step -pool, ripple -pool sequence 0 1 2 ID 4. Particle size of stream substrate 0 1 2 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 (1 2 3 9. Grade control 0 0.5 1.5 10. Natural valley 0 0.5 1.5 11. Second or greater order channel No = Yes = 3 aIuuldaMI U, IG.J QIC HUL IQCOU, AGG 414I 4W01.IUI1 III nIOIIum B- Hvdroloov (Subtotal = r1,5- ] 12. Presence of Baseflow 0 1 2 13. Iron oxidizing bacteria 1 2 3 14. Leaf litter CLY 1 0.5 0 15. Sediment on plants or debris 0 0.5 1.5 16. Organic debris lines or piles 0 0.5 1.5 17. Soil -based evidence of high water table? I No = 0 Yes = C- Bioloav lSuhtotal = --I ] 18. Fibrous roots in streambed 2 1 0 19. Rooted upland plants in streambed 2 1 0 20. Macrobenthos (note diversity and abundance) 1 2 3 21. Aquatic Mollusks 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 El 1 1.5 25. Algae 0 1w 1 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 1 *perennial streams may also be identified using other methods. See p. 35 of manual. -� Notes: Sketch: NC DWn Stream identification Form Version 4.11 jY';� Date: t4 �15 '�,(� Project/Site: k� On 4 ,, Latitude: Evaluator: R t14 All - 1'-- OwW01 County: S VAvit'j, t r4i., Longitude: Total Points: Stream is at least intermittent 34 15 Stream Determination (circle one) Ephemeral Intermitten renni Other L_0UV,S+' e.g. Quad Name: if >_ 19 or perennial if >_ 30* A. Geomorphology (Subtotal Absent Weak Moderate Strong 18. Continuity of channel bed and bank 0 1 2 2. Sinuosity of channel along thalweg 0 y 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 4. Particle size of stream substrate 0 1 2 3, 5. Active/relict floodplain 07 1 2 6. Depositional bars or benches 0 1 3 7. Recent alluvial deposits 0 1 3 B. Headcuts 0 1 2 9. Grade control 0 0.5 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = Yes = 3 artificial ditches are not rated; see discussions in manual R Hvdrnlnov iSuhtntnl = 0�' 5 1 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 6P 1 2 3 14. Leaf litter 1 0.5 0 15. Sediment on plants or debris 0 0.5 1.5 16. Organic debris lines or piles 0 0.5 1.5 17. Soil -based evidence of high water table? No = 0 Yes = t; Rinlnnv (RiihtntA= 18. Fibrous roots in streambed ® 2 1 0 19. Rooted upland plants in streambed 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 1 2 3 22. Fish 0.5 1 1.5 23. Crayfish k6 0.5 1 1.5 24. Amphibians 0.5 1 1.5 25. Algae 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: o N a o o N K K K d� 6 0 xk o_ O O o o N - w `!Y: tp 6 Z-m_ �. 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O Ur0 UI QO ¢ w Z N M V ,^ Q N PIII/���� � � O ONE V Uim Z � Q� ca d � � �••'•"/�� N O w � N it o � c�zzo Z_•4_ u N - � (7W � ~ N wZm o �Zo m � N �� Z Z .�A/� Z mcxi �, / o W m U f � c 0� z� 'o w �Z w m N- a a a in Ditch 1 Deign Calculations Q=CiA (C = Rational Method Coefficient, i = Rainfall intensity, A = Dwinave Area) ATotal 99256.000 sqft x (1 acre/43560 sqft) = 2.256 acres Almpervlous 2672.000 sqft x (1 acre/43560 sqft) - O.061 acres AFervlous 95584.000 sqft x (1 acre/43560 sqft) - 2.194 acres CI 1.0 Cp 0.25 CTotal = (AI)*(CI) + {AI,}*KI) 0.061 * 1.0 + 2.194 * 0.25 _ = 0.270 AT 2.256 i 8.12 in/hr* *(5 min, 25 year storm from NOAA Rainfall Data) Q = C (unitless) * i {inches/hour) * A (acres) Q = 0.270 * 8.12 * 2.256 Q = 4,953 cfs Ditch 2 Design Calculations: a=CiA C. = RAfional MetIiorl U wffident, r = Rainfall Iiiterisity, A = Drainag'e Area} ATotal 49682.000 sqft x (1 acre/43560 sqft) = 1.141 acres Almpervlous 1086.000 sqft x (1 acre/43560 sqft) - 0.025 acres APervious 48596.000 sqft x (1 acre/43560 sqft) = 1.116 acres Cr 1.0 Cp 0.25 CTDteI = (A;)*(CI) + (AIMCI) OM5 * LO + 1.116 * 0.25 _ = 0.266 AT L 141 i 8.12 in/hr* *(5 min, 25 year storm from NOAA Rainfall Data) 0 = C (unitless) * i (inches/hour) * A (acres) q= 0.266* 8.12* 1.141 Q = 2.467 cfs Ditch 3 Design Calculations: Q=CIA ((= Rarinnal Mel hod Coefficient, r = Rainfall Iiiteuslty, A = Drainage Are.+] ATceel 11075.000 sqft x (1 acre/43560 sqft) = 0.254 acres Aimpervlous 1705.000 sqft x (1 acre/43560 sqft) - 0.039 acres Apervious 9370.000 sqft x (1 acre/43560 sqft) = 0.215 acres Ci lA Cp 0.25 CT.tai = (AI)*(Ci) + (Ail)*(C.;) 0.039 * 1.0 + 0,215 * 0.25 - = 0.365 AT 0.254 i 8.12 in/hr* *(5 min, 25 year storm from NOAA Rainfall Data) 0 = C (unitless) * i (inches/hour] * A (acres) Q = 0.365 * 8.12 * 0.254 Q = 0.754 cfs Ditch 4 Design Calculations: Q=CIA {f = Ralioilal Method Coefficient, i = Rainfall Intensity, A = Drainage Al eaj ATetel 5114.000 sqft x (1 acre/43560 sqft) = 0.117 acres Almpervinus 2672,000 sqft x (1 acre/43560 sqft) = 0.061 acres Apervious 2442.000 sqft x (1 acre/43560 sqft) = 0.056 acres CI 1.0 Cp 0.25 CTarel = (Ai) *(Ci) + (AI) * (Cp) 0.061 * 1.0 + 0.056 * 0.25 _ = 0.642 AT 0.117 i 8.12 in/hr* *{5 min, 25 year storm from NQAA Rainfall Data) Q = C (unitless) * i (inches/hour) * A (acres) Q = 0.642 8.12 * 0.117 Q = 0,612 cfs 1 /20/22, 2:47 PM NORTH AMERICAN GREEN CHANNEL ANALYSIS > > > Ditch 1 Name Ditch 1 Discharge 0.95 Channel Slope 0.075 Channel Bottom Width 0 Left Side Slope 0.5 Right Side Slope 0.5 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Mix (Sod and Bunch) Vegetation Density Good 65-79% Soil Type Silt Loam (SM) C125 ECMDS 7.0 North American Green 5401 St. Wendel -Cynthiana Rd. Poseyville, Indiana 47633 Tel. 800.772.2040 > Fax 812.867.0247 www.nagreen.com ECMDS v7.0 Normal Permissible Calculated Safety Staple Phase Reach Discharge Velocity Mannings N Remarks Depth Shear Stress Shear Stress Factor Pattern C125 Straight 0.95 cfs 3.83 ft/s 0.7 ft 0.031 2.3 Ibs/ft2 3.29 Ibs/ft2 0.7 UNSTABLE D Unvegetated Underlying Straight 0.95 cfs 3.83 ft/s 0.7 ft 0.031 1.68 Ibs/ft2 0.74 Ibs/ft2 2.29 STABLE D Substrate SC150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern SC150 Straight 0.95 cfs 3.32 ft/s 0.76 ft 0.037 2 Ibs/ft2 3.54 Ibs/ft2 0.57 UNSTABLE D Unvegetated Underlying Straight 0.95 cfs 3.32 ft/s 0.76 ft 0.037 1.47 Ibs/ft2 0.79 Ibs/ft2 1.85 STABLE D Substrate S150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S150 Straight 0.95 cfs 3.32 ft/s 0.76 ft 0.037 1.8 Ibs/ft2 3.54 Ibs/ft2 0.51 UNSTABLE D Unvegetated Underlying Straight 0.95 cfs 3.32 ft/s 0.76 ft 0.037 1.32 Ibs/ft2 0.79 Ibs/ft2 1.67 STABLE D Substrate DS150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern DS150 Straight 0.95 cfs 3.32 ft/s 0.76 ft 0.037 1.8 Ibs/ft2 3.54 Ibs/ft2 0.51 UNSTABLE D Unvegetated Underlying Straight 0.95 cfs 3.32 ft/s 0.76 ft 0.037 1.32 Ibs/ft2 0.79 Ibs/ft2 1.67 STABLE D Substrate S75 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S75 Unvegetated Straight 0.95 cfs 3.78 ft/s 0.7 ft 0.031 1.6 Ibs/ft2 3.28 Ibs/ft2 0.49 UNSTABLE D https://ecmds.com/project/l 50851 /channel-analysis/217091 /show 1 /2 1 /20/22, 2:47 PM Underlying Straight 0.95 cfs 3.78 ft/s 0.7 ft Substrate Unreinforced Vegetation ECMDS 7.0 0.031 1.17lbs/ft2 0.73lbs/ft2 1.6 STABLE D Phase Reach Discharge Velocity Normal Mannings IN Permissible Permissible Calculated Safety Staple Depth Shear Stress Shear Stress Factor Pattern Unreinforced Straight 0.95 cfs 2.7 ft/s 0.84 ft 0.049 4 Ibs/ft2 3.92 Ibs/ft2 1.02 STABLE Vegetation Underlying Straight 0.95 cfs 2.7 ft/s 0.84 ft 0.049 2.67 Ibs/ft2 0.88 Ibs/ft2 3.04 STABLE Substrate DS75 Phase Reach Discharge Velocity Normal Mannings IN Permissible Permissible Calculated Safety Staple Depth Shear Stress Shear Stress Factor Pattern DS75 Straight 0.95 cfs 3.78 ft/s 0.7 ft 0.031 1.6 Ibs/ft2 3.28 Ibs/ft2 0.49 UNSTABLE D Unvegetated Underlying Straight 0.95 cfs 3.78 ft/s 0.7 ft 0.031 1.17 Ibs/ft2 0.73 Ibs/ft2 1.6 STABLE D Substrate https://ecmds.com/project/l 50851 /channel-analysis/217091 /show 2/2 1 /20/22, 2:48 PM NORTH AMERICAN GREEN CHANNEL ANALYSIS > > > Ditch 2 Name Ditch 2 Discharge 1.1 Channel Slope 0.029 Channel Bottom Width 0 Left Side Slope 0.5 Right Side Slope 0.5 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Mix (Sod and Bunch) Vegetation Density Very Good 80-95% Soil Type Silt Loam (SM) C125 ECMDS 7.0 North American Green 5401 St. Wendel -Cynthiana Rd. Poseyville, Indiana 47633 Tel. 800.772.2040 > Fax 812.867.0247 www.nagreen.com ECMDS v7.0 Normal Permissible Calculated Safety Staple Phase Reach Discharge Velocity Mannings N Remarks Depth Shear Stress Shear Stress Factor Pattern C125 Straight 1.1 cfs 2.78 ft/s 0.89 ft 0.031 2.3 Ibs/ft2 1.61 Ibs/ft2 1.43 STABLE D Unvegetated Underlying Straight 1.1 cfs 2.78 ft/s 0.89 ft 0.031 1.68 Ibs/ft2 0.36 Ibs/ft2 4.68 STABLE D Substrate SC150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern SC150 Straight 1.1 cfs 2.1 ft/s 1.02 ft 0.045 2 Ibs/ft2 1.85 Ibs/ft2 1.08 STABLE D Unvegetated Underlying Straight 1.1 cfs 2.1 ft/s 1.02 ft 0.045 1.47 Ibs/ft2 0.41 Ibs/ft2 3.54 STABLE D Substrate S150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S150 Straight 1.1 cfs 2.1 ft/s 1.02 ft 0.045 1.8 Ibs/ft2 1.85 Ibs/ft2 0.97 UNSTABLE D Unvegetated Underlying Straight 1.1 cfs 2.1 ft/s 1.02 ft 0.045 1.32 Ibs/ft2 0.41 Ibs/ft2 3.19 STABLE D Substrate DS150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern DS150 Straight 1.1 cfs 2.1 ft/s 1.02 ft 0.045 1.8 Ibs/ft2 1.85 Ibs/ft2 0.97 UNSTABLE D Unvegetated Underlying Straight 1.1 cfs 2.1 ft/s 1.02 ft 0.045 1.32 Ibs/ft2 0.41 Ibs/ft2 3.19 STABLE D Substrate S75 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S75 Unvegetated Straight 1.1 cfs 2.59 ft/s 0.92 ft 0.034 1.6 Ibs/ft2 1.67 Ibs/ft2 0.96 UNSTABLE D https://ecmds.com/project/150851/channel-analysis/217092/show 1 /2 1 /20/22, 2:48 PM Underlying Straight Substrate Unreinforced Vegetation ECMDS 7.0 1.1 cfs 2.59 ft/s 0.92 ft 0.034 1.17 Ibs/ft2 0.37 Ibs/ft2 3.14 STABLE D Phase Reach Discharge Velocity Normal Mannings IN Permissible Permissible Calculated Safety Staple Depth Shear Stress Shear Stress Factor Pattern Unreinforced Straight 1.1 cfs 1.63 ft/s 1.16 ft 0.063 4 Ibs/ft2 2.1 Ibs/ft2 1.9 STABLE Vegetation Underlying Straight 1.1 cfs 1.63 ft/s 1.16 ft 0.063 4 Ibs/ft2 0.47 Ibs/ft2 8.5 STABLE Substrate DS75 Phase Reach Discharge Velocity Normal Mannings IN Permissible Permissible Calculated Safety Staple Depth Shear Stress Shear Stress Factor Pattern DS75 Straight 1.1 cfs 2.59 ft/s 0.92 ft 0.034 1.6 Ibs/ft2 1.67 Ibs/ft2 0.96 UNSTABLE D Unvegetated Underlying Straight 1.1 cfs 2.59 ft/s 0.92 ft 0.034 1.17 Ibs/ft2 0.37 Ibs/ft2 3.14 STABLE D Substrate https://ecmds.com/project/150851/channel-analysis/217092/show 2/2 1 /20/22, 2:48 PM NORTH AMERICAN GREEN CHANNEL ANALYSIS > > > Ditch 3 Name Ditch 3 Discharge 0.589 Channel Slope 0.073 Channel Bottom Width 0 Left Side Slope 0.5 Right Side Slope 0.5 Existing Bend Radius 60 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Mix (Sod and Bunch) Vegetation Density Good 65-79% Soil Type Silt Loam (SM) C125 ECMDS 7.0 North American Green 5401 St. Wendel -Cynthiana Rd. Poseyville, Indiana 47633 Tel. 800.772.2040 > Fax 812.867.0247 www.nagreen.com ECMDS v7.0 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern C125 Straight 0.59 cfs 3.36 ft/s 0.59 ft 0.031 2.3 Ibs/ft2 2.69 Ibs/ft2 0.85 UNSTABLE D Unvegetated Underlying Straight 0.59 cfs 3.36 ft/s 0.59 ft 0.031 1.68 Ibs/ft2 0.6 Ibs/ft2 2.8 STABLE D Substrate C125 Bend 0.59 cfs 3.36 ft/s 0.59 ft 0.031 2.3 Ibs/ft2 2.83 Ibs/ft2 0.81 UNSTABLE D Unvegetated Underlying Bend 0.59 cfs 3.36 ft/s 0.59 ft 0.031 1.68 Ibs/ft2 0.63 Ibs/ft2 2.66 STABLE D Substrate SC150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern SC150 Straight 0.59 cfs 2.81 ft/s 0.65 ft 0.039 2 Ibs/ft2 2.95 Ibs/ft2 0.68 UNSTABLE D Unvegetated Underlying Straight 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.47 Ibs/ft2 0.66 Ibs/ft2 2.22 STABLE D Substrate SC150 Bend 0.59 cfs 2.81 ft/s 0.65 ft 0.039 2 Ibs/ft2 3.1 Ibs/ft2 0.65 UNSTABLE D Unvegetated Underlying Bend 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.47 Ibs/ft2 0.69 Ibs/ft2 2.12 STABLE D Substrate S150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S150 Straight 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.8 Ibs/ft2 2.95 Ibs/ft2 0.61 UNSTABLE D Unvegetated Underlying Straight 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.32 Ibs/ft2 0.66 Ibs/ft2 2 STABLE D Substrate S150 Bend 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.8 Ibs/ft2 3.1 Ibs/ft2 0.58 UNSTABLE D Unvegetated Underlying Bend 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.32 Ibs/ft2 0.69 Ibs/ft2 1.9 STABLE D Substrate DS150 https://ecmds.com/project/150851/channel-analysis/217094/show 1 /2 1/20/22, 2:48 PM ECMDS 7.0 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern DS150 Straight 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.8 Ibs/ft2 2.95 Ibs/ft2 0.61 UNSTABLE D Unvegetated Underlying Straight 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.32 Ibs/ft2 0.66 Ibs/ft2 2 STABLE D Substrate DS150 Bend 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.8 Ibs/ft2 3.1 Ibs/ft2 0.58 UNSTABLE D Unvegetated Underlying Bend 0.59 cfs 2.81 ft/s 0.65 ft 0.039 1.32 Ibs/ft2 0.69 Ibs/ft2 1.9 STABLE D Substrate S75 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S75 Unvegetated Straight 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.6 Ibs/ft2 2.73 Ibs/ft2 0.59 UNSTABLE D Underlying Straight 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.17 Ibs/ft2 0.61 Ibs/ft2 1.92 STABLE D Substrate S75 Unvegetated Bend 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.6 Ibs/ft2 2.86 Ibs/ft2 0.56 UNSTABLE D Underlying Bend 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.17 Ibs/ft2 0.64 Ibs/ft2 1.83 STABLE D Substrate Unreinforced Vegetation Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern Unreinforced Straight 0.59 cfs 2.25 ft/s 0.72 ft 0.053 4 Ibs/ft2 3.29 Ibs/ft2 1.21 STABLE Vegetation Underlying Straight 0.59 cfs 2.25 ft/s 0.72 ft 0.053 3.07 Ibs/ft2 0.74 Ibs/ft2 4.16 STABLE Substrate Unreinforced Bend 0.59 cfs 2.25 ft/s 0.72 ft 0.053 4 Ibs/ft2 3.46 Ibs/ft2 1.16 STABLE Vegetation Underlying Bend 0.59 cfs 2.25 ft/s 0.72 ft 0.053 3.07 Ibs/ft2 0.77 Ibs/ft2 3.96 STABLE Substrate DS75 Normal Permissible Calculated Safety Staple Phase Reach Dischara Velocity y l Mannings N I Remarks I Depth Shear Stress Shear Stress Factor Pattern DS75 Straight 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.6 Ibs/ft2 2.73 Ibs/ft2 0.59 UNSTABLE D Unvegetated Underlying Straight 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.17 Ibs/ft2 0.61 Ibs/ft2 1.92 STABLE D Substrate DS75 Bend 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.6 Ibs/ft2 2.86 Ibs/ft2 0.56 UNSTABLE D Unvegetated Underlying Bend 0.59 cfs 3.28 ft/s 0.6 ft 0.032 1.17 Ibs/ft2 0.64 Ibs/ft2 1.83 STABLE D Substrate https://ecmds.com/project/150851/channel-analysis/217094/show 2/2 1 /20/22, 2:44 PM NORTH AMERICAN GREEN CHANNEL ANALYSIS > > > Ditch 4 Name Ditch 4 Discharge 0.41 Channel Slope 0.085 Channel Bottom Width 0 Left Side Slope 0.5 Right Side Slope 0.5 Existing Bend Radius 60 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Mix (Sod and Bunch) Vegetation Density Good 65-79% Soil Type Silt Loam (SM) C125 ECMDS 7.0 North American Green 5401 St. Wendel -Cynthiana Rd. Poseyville, Indiana 47633 Tel. 800.772.2040 > Fax 812.867.0247 www.nagreen.com ECMDS v7.0 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern C125 Straight 0.41 cfs 3.24 ft/s 0.5 ft 0.031 2.3 Ibs/ft2 2.64 Ibs/ft2 0.87 UNSTABLE D Unvegetated Underlying Straight 0.41 cfs 3.24 ft/s 0.5 ft 0.031 1.68 Ibs/ft2 0.59 Ibs/ft2 2.85 STABLE D Substrate C125 Bend 0.41 cfs 3.24 ft/s 0.5 ft 0.031 2.3 Ibs/ft2 2.77 Ibs/ft2 0.83 UNSTABLE D Unvegetated Underlying Bend 0.41 cfs 3.24 ft/s 0.5 ft 0.031 1.68 Ibs/ft2 0.62 Ibs/ft2 2.72 STABLE D Substrate SC150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern SC150 Straight 0.41 cfs 2.7 ft/s 0.55 ft 0.04 2 Ibs/ft2 2.91 Ibs/ft2 0.69 UNSTABLE D Unvegetated Underlying Straight 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.47 Ibs/ft2 0.65 Ibs/ft2 2.25 STABLE D Substrate SC150 Bend 0.41 cfs 2.7 ft/s 0.55 ft 0.04 2 Ibs/ft2 3.06 Ibs/ft2 0.65 UNSTABLE D Unvegetated Underlying Bend 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.47 Ibs/ft2 0.68 Ibs/ft2 2.14 STABLE D Substrate S150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S150 Straight 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.8 Ibs/ft2 2.91 Ibs/ft2 0.62 UNSTABLE D Unvegetated Underlying Straight 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.32 Ibs/ft2 0.65 Ibs/ft2 2.03 STABLE D Substrate S150 Bend 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.8 Ibs/ft2 3.06 Ibs/ft2 0.59 UNSTABLE D Unvegetated Underlying Bend 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.32 Ibs/ft2 0.68 Ibs/ft2 1.93 STABLE D Substrate DS150 https://ecmds.com/project/150851/channel-analysis/217090/show 1 /2 1/20/22, 2:44 PM ECMDS 7.0 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern DS150 Straight 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.8 Ibs/ft2 2.91 Ibs/ft2 0.62 UNSTABLE D Unvegetated Underlying Straight 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.32 Ibs/ft2 0.65 Ibs/ft2 2.03 STABLE D Substrate DS150 Bend 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.8 Ibs/ft2 3.06 Ibs/ft2 0.59 UNSTABLE D Unvegetated Underlying Bend 0.41 cfs 2.7 ft/s 0.55 ft 0.04 1.32 Ibs/ft2 0.68 Ibs/ft2 1.93 STABLE D Substrate S75 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern S75 Unvegetated Straight 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.6 Ibs/ft2 2.69 Ibs/ft2 0.6 UNSTABLE D Underlying Straight 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.17 Ibs/ft2 0.6 Ibs/ft2 1.95 STABLE D Substrate S75 Unvegetated Bend 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.6 Ibs/ft2 2.82 Ibs/ft2 0.57 UNSTABLE D Underlying Bend 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.17 Ibs/ft2 0.63 Ibs/ft2 1.86 STABLE D Substrate Unreinforced Vegetation Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern Unreinforced Straight 0.41 cfs 2.17 ft/s 0.61 ft 0.053 4 Ibs/ft2 3.26 Ibs/ft2 1.23 STABLE Vegetation Underlying Straight 0.41 cfs 2.17 ft/s 0.61 ft 0.053 3.09 Ibs/ft2 0.73 Ibs/ft2 4.24 STABLE Substrate Unreinforced Bend 0.41 cfs 2.17 ft/s 0.61 ft 0.053 4 Ibs/ft2 3.42 Ibs/ft2 1.17 STABLE Vegetation Underlying Bend 0.41 cfs 2.17 ft/s 0.61 ft 0.053 3.09 Ibs/ft2 0.77 Ibs/ft2 4.04 STABLE Substrate DS75 Normal Permissible Calculated Safety Staple Phase Reach Dischara Velocity y l Mannings N I Remarks I Depth Shear Stress Shear Stress Factor Pattern DS75 Straight 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.6 Ibs/ft2 2.69 Ibs/ft2 0.6 UNSTABLE D Unvegetated Underlying Straight 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.17 Ibs/ft2 0.6 Ibs/ft2 1.95 STABLE D Substrate DS75 Bend 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.6 Ibs/ft2 2.82 Ibs/ft2 0.57 UNSTABLE D Unvegetated Underlying Bend 0.41 cfs 3.16 ft/s 0.51 ft 0.032 1.17 Ibs/ft2 0.63 Ibs/ft2 1.86 STABLE D Substrate https://ecmds.com/project/150851/channel-analysis/217090/show 2/2 Sediment Basin 1 Design Calculations: ft3 ft3 Sediment Volume (ft3) = Disturbed Area (ac) x 1800 — = 0.141 ac x 1800 — = 254.2 ft3 ac ac SCS Curve Number Method 98(0.032) + 73(0.223) Curve Number (CN) _ = 76 0.254 Rainfall (P) [in] = 5.13" (10yr, 24hr) 1000 1000 Potential Maximum Retention (S) [in] = CN — 10 = 76 — 10 = 3.16" (P — 0.2S)2 (5.13 — 0.2(3.16))Z Runoff (Q)[ft] _ — = 2.64"/12 = 0.22' (P + 0.8S) (5.13 + 0.8(3.16)) Runoff Volume (V) [ft3] = A x Q = 11,075 sf x 0.22" = 2438.29 ft3 Design Volume (VD)[ft3] = 2438.3 ft3 + 254.2 ft3 = 2,692.5 ft3 Proposed Volume (Vp)[ft3] = 2,850 ft3 Rational Method Intensity (i) [in/hr] = 7.37 in/hr (10yr, 5min)/12 = 0.614 ft/hr/3600 = 1.71 x 10-4 ft/s Flow Rate (Q) [cfs] = CiA = (0.34)(1.71 x 10-4 ft/s)(11,075 ft2) = 0.701 cfs Sediment Basin 2 Design Calculations: ft3 ft3 Sediment Volume (ft3) = Disturbed Area (ac) x 1800 — = 0.107 ac x 1800 — = 192.5 ft3 ac ac SCS Curve Number Method 98(0.019) + 73(0.121) Curve Number (CN) _ = 76 0.140 Rainfall (P) [in] = 5.13" (10yr, 24hr) 1000 1000 Potential Maximum Retention (S) [in] = CN — 10 = 76 — 10 = 3.16" (P — 0.2S)2 (5.13 — 0.2(3.16))Z Runoff (Q)[ft] _ — = 2.64"/12 = 0.22' (P + 0.8S) (5.13 + 0.8(3.16)) Runoff Volume (V)[ft3] = A x Q = 6,117 sf x 0.22" = 1345.74 ft3 Design Volume (VD)[ft3] = 1345.74 ft3 + 192.5 ft3 = 1538.2 ft3 Proposed Volume (Vp)[ft3] = 1,757 ft3 Rational Method Intensity (i) [in/hr] = 7.37 in/hr (10yr, 5min)/12 = 0.614 ft/hr/3600 = 1.71 x 10-4 ft/s Flow Rate (Q) [cfs] = CiA = (0.35)(1.71 x 10-4 ft/s)(6,117 ft2) = 0.0366 cfs Sediment Trap 1 Design Calculations: Rational Method (Ai)(Ci) + (Ap)(Cp) (0.05 ac)(1) + (0.57 ac)(0.25) Runoff Coff. (C) [unitless] = = 0.308 T A 0.62 ac Intensity (i) [in/hr] = 7.37 in/hr (10yr, 5min)/12 = 0.614 f t/hr/3600 = 1.71 x 10-4 ft/s Flow Rate (Q) [cfs] = CiA = (0.308)(1.71 x 10-4 ft/s)(27,069 ft2) = 1.411 cfs ft3 ft3 Sediment Volume (ft3) = Disturbed Area (ac) x 3600 — = 0.157 ac x 3600 — = 613.78 ft3 ac ac Provided Sediment Volume (ft3) = 655.18 ft3 ft2 ft2 Surface Area (ft2) = Q10 Peak Inflow (cfs) x 435 cfs 1.411 cfs x 435 cfs 565.86 ft2 Provided Surface Area (ft2) = 1,884.76 ft3 Sediment Trap 2 Design Calculations: Rational Method Runoff Coff. (C) [unitless] _ (Ai)(Ci) + (Ap)(Cp) _ (0.04 ac)(1) + (0.24 ac) (0.25) _ 0.356 AT 0.28 ac Intensity (i) [in/hr] = 7.37 in/hr (10yr, 5min)/12 = 0.614 f t/hr/3600 = 1.71 x 10-4 ft/s Flow Rate (Q) [cfs] = CiA = (0.356)(1.71 x 10-4 ft/s)(12,267 ft2) = 0.739 cfs ft3 ft3 Sediment Volume (ft3) = Disturbed Area (ac) x 3600 — = 0.117 ac x 3600 — = 423.37 ft3 ac ac Provided Sediment Volume (ft3) = 907.14 ft3 ft2 ft2 Surface Area (ft2) = Q10 Peak Inflow (cfs) x 435 cfs 0.739 cfs x 435 cfs 321.4 ft2 Provided Surface Area (ft2) = 340.18 ft3 Job Name: Red Bridge Job Number: 146286 Tower Engineering Professionals, Inc. 326 Tryon Road, Raleigh, North Carolina 27603 (Ph) 919.661.6351 Calculated by: Checked by: (Fax) 919.661.6350 TH D 411 �1 0 W E R Date: 4/19/2022 �� � Sys 0 NA L�s Date: Diversion Pump Design Q=CIA (C = Rational Method Coefficient, i = Rainfall Intensity, A = Drainage Area) ATotal 1,471,732 sqft x (1 acre/43560 sqft) = 33.786 acres Aimpery 141,604 sqft x (1 acre/43560 sqft) = 3.251 acres Agra. 1,330,128 sqft x (1 acre/43560 sqft) = 30.536 acres Cimpery 1 Cgrass 0.25 CTotal = (Ai)*(Ci) + (Ap)*(Cp) 3.251 * 1.0 + 30.536 * 0.25 _ = 0.322 AT 33.786 i 8.12 in/hr* *(5 min Tc, 25 year storm from NOAA Rainfall Data) Q = C (unitless) * i (inches/hour) * A (acres) Q = 0.322 * 8.12 * 33.786 Q = 88.383 cfs = 39669.26 gpm Pipe Size Design Max HW/D 1.2 Pipe Diameter 48 in diameter RCP Class of Pipe III *(Using Table 714-205B) Dissipator Size Invert Elevation 2643.8 ft Outlet Elevation 2643.2 ft Pipe Length 44 ft Slope of Pipe 0.014 ft/ft or 1.36 Pipe Flow Velocity 9.0 ft/s *(Using appropriate Pipe Flow Chart per diameter) Zone 2 *(Using Figure 8.06c) Dissipator Length 24 ft D50 13 in Dissipator Depth 24 in Dissipator Width 12 ft Stream Crossing Dual Culvert Design Calculations: Flow Rate per Culvert (Q) [cfs] = Total Flow Rate* 88.383 cfs # Culverts = 44.19 cfs *See Diversion Pump Design Above for Total Flow Rate Calculations 3 3 Q(n) s 44.19(0.013) s in Culvert Diameter (D) = 1.335 * = 1.335 * = 2.57 ft x 12 ft = 36 in Slope 0.01 Job Name: Red Bridge Job Number: 146256 Tower Engineering Professionals, Inc. 326 Tryon Road, Raleigh, North Carolina 27603 (Ph) 919.661.6351 (Fax) 919.661.6350 Calculated by: THD Date: 3/2/2022 Checked by: Date: Culvert Design a► C W L R 0 C I�:IIIfJE RZINR f�13C3rE5Sl C1hWL5 Q=CIA (C = Rational Method Coefficient, i = Rainfall Intensity, A = Drainage Area) ATotal 98256.000 sqft x (1 acre/43560 sqft) = 2.256 acres Almpervious 2672.000 sqft x (1 acre/43560 sqft) = 0.061 acres Apervious 95584.000 sqft x (1 acre/43560 sqft) = 2.194 acres Ci 1.0 Cp 0.25 CTotal = (AI)*(CI) + (Ap)*(Cp) 0.061 * 1.0 + 2.194 * 0.25 _ = 0.270 AT 2.256 i 8.12 in/hr* *(5 min, 25 year storm from NOAA Rainfall Data) Q = C (unitless) * i (inches/hour) * A (acres) Q = 0.270 * 8.12 * 2.256 Q = 4.953 cfs Pipe Size Design Max HW/D 1.2 Pipe Diameter 15 in diameter RCP Class of Pipe IV *(Using Table 714-205B) Dissipator Size Invert Elevation 626.3 ft Outlet Elevation 625.9 ft Pipe Length 32 ft Slope of Pipe 0.012 ft/ft or 1.25 Pipe Flow Velocity 8 ft/s *(Using appropriate Pipe Flow Chart per diameter) Zone 2 *(Using Figure 8.06c) Dissipator Length 8 ft D50 6 in Dissipator Depth 18 in Dissipator Width 4 ft January 19, 2021 Fish and Wildlife Biologist U.S. Fish and Wildlife Service Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, North Carolina, 28801 Byron ham stead (o)-fws.gov karl quast(o-)_fws.gov Irerracon Re: Natural Resources Site Evaluation for a Telecommunications Site To Whom It May Concern: On behalf of our Client, Terracon is requesting a review of potential impacts to listed and proposed threatened/endangered species and critical habitats resulting from the proposed construction of a telecommunications site. Federal Communication Commission (FCC) regulations, as identified in 47CFR § 1.1307 (a) 3, require that Verizon Wireless consider the effects of the proposed tower construction to protected species and critical habitats. Findings in this report are based upon the site's current utilization, the most recent reconnaissance information and from other activities described herein; such information is subject to change. Basic site information is presented in the table below. Site Name: Red Bridge — South Central Oil — C Site Number: 616126387 Project Number: 492071370A Address: 1714 W. Main Street City, County, State: Locust, Stanly County, NC 28097 Lat/Lon : 350 15' 26.90" N, 800 26' 54.63" W Proposed Lease Area: 10,000 square feet SF Proposed Access Road: 960-foot by 30-foot access road extending south from the proposed tower compound to W. Main Street Proposed Tower Height: 199-feet Tower Type: Monopole Description of the site Wooded land, clear cut land, and an existing utility easement. Description of the Woodlands, urban developed land, residential land, and surrounding properties several roads Description of wetlands The NWI map for the site vicinity indicates one freshwater or water bodies near the pond approximately 150 east of the proposed access site easement. Two streams were noted on the site reconnaissance. Stream SA was observed approximately 60 feet north of the proposed tower compound and approximately 200 feet north of the proposed access easement. The stream was observed as approximately Natural Resources Site Evaluation for a Telecommunications Site Irerracon Red Bridge — South Central Oil -C Locust, NC January 19, 2021 Terracon Project No. 492071370A three feet wide with banks approximately two feet deep. Stream SB was observed within the proposed access easement, approximately 800 feet south of the proposed tower compound. The stream was observed as approximately three feet wide with banks approximately two feet deep. A Nationwide Permit (NWP) for the stream crossing is currently being submitted to the U.S Army Corp of Engineers. Elevation and topography The elevation at the tower is 619.39-feet above mean sea level and the topography in the area slopes generally toward the northwest and west. Terracon conducted a preliminary review using the U.S. Fish and Wildlife Service (USFWS) Information, Planning and Conservation System (IPaC) Endangered Species Act species list to identify listed and proposed threatened and endangered species, as well as critical habitats that may be located on or near the proposed tower site. According to the IPaC report, the following species are listed to have the potential to be present in the vicinity of the project area: Taxon Name Species Habitat Status Effect Finding Found in caves and mines during the winter, Threatened NE Northern Long-eared Bat may migrate to wooded areas or remain in (Federal) Mammal (Myotis septentrionalis) caves and mines in the summer. Critical habitat has not been designated for this Endangered species. (State) Found in open and sunny areas with poor NE soils. These poor soils consist of low organic Flowering Schweinitz's sunflower matter and high mineral content, such as Endangered Plants (Helianthus schweinitzii) thin clays. The preference for poor soils (Federal) stems from the need for low competition for growth. USFWS *Effect Finding = No Effect (NE) or Mav Affect_ Not Likely to Adversely Affect (MANLAA) Based on our site reconnaissance, the project area consisted of wooded land, , clear cut land, and an existing utility easement. Two streams were noted on the site reconnaissance. Stream SA was observed approximately 60 feet north of the proposed tower compound and approximately 200 feet north of the proposed access easement. The stream was observed as approximately three feet wide with banks approximately two feet deep. Stream SB was observed within the proposed access easement, approximately 800 feet south of the proposed tower compound. The stream was observed as approximately three feet wide with banks approximately two feet deep. Terracon notes that the impacts to the Stream B channel will be submitted to the USACE for review under a NWP. Based on the habitat description of the Northern long-eared bat, suitable habitat for the listed bat species may be present within the project area. The majority of trees within the project area have a diameter breast height (DBH) of approximately of less than 3 inch DBH. The larger trees within the project area appear to be white oaks (Quercus albs) with a DBH of less than 5 inches. The trees were not Resourceful ■ Reliable ■ Responsive Natural Resources Site Evaluation for a Telecommunications Site Irerracan Red Bridge — South Central Oil -C ■ Locust, NC January 19, 2021 ■ Terracon Project No. 49207B70A observed with sloughing or peeling bark which is required for this species. Additionally, the project area is not within 150 feet of a known occupied roost tree or within 0.25-mile of a known hibernaculum of Northern long-eared bat. Therefore, incidental take of Northern long-eared bat is covered under the 4(d) rule for the species and tree clearing restrictions will not apply. There is no suitable habitat for the remaining listed species. Based on a review of the habitat for the above -listed species, compared to an analysis of the habitat present on the site, it is not anticipated that the construction of the proposed telecommunications tower site will affect listed or proposed protected species or critical habitats. There are no critical habitats, wildlife refuges, or fish hatcheries documented at the site. USFWS recommendations published in Revised Guidelines for Communication Tower Design, Siting, Construction, Operation, Retrofitting, and Decommissioning (2018) state the preferred tower height to decrease potential effects on migratory birds is less than 200 feet tall. Siting and design process for this project could not conform to all the USFWS recommendations; however, mitigating factors proposed for implementation at the site include the following: • location in minimally sensitive areas • limiting tower height to 199 feet • eliminating the need for guy wires • utilizing a lighting style that eliminates the need for red steady -burning lighting Based on Terracon's analysis and reconnaissance, it is not anticipated that the construction of the proposed telecommunications tower site will affect listed or proposed protected species or critical habitats. Your confirmation of this, however, would be greatly appreciated. Please feel free to contact our office at 770-623-0755 or joann.ivey@terracon.com if you need additional information. Thank you for your assistance with this project. Sincerely, 1 terra = JoAnn Ivey Senior Staff Scientist Attachments: Tower Site Evaluation Form Topographic Site Location Map NWI Map Site Plans Photographs IPaC Report Wetland Delineation For: X Senior Staff Scientist Resourceful ■ Reliable ■ Responsive 2 lrenacan TOWER SITE USFWS EVALUATION FORM 1. Location (attach map) State: North Carolina County: Stanly Latitude/Longitude: 35° 15' 26.90" N, 80° 26' 54.63" W Elevation: 619.39 City and Highway Direction: Northwest of the W Main Street and County Road 1200 intersection 2. Will the equipment be co -located on an existing FCC Licensed tower or other existing structure (building, billboard, etc.)? No If yes, type of structure: IF YES, NO FURTHER INFORMATION IS REQUIRED If No, provide proposed specifications for new tower: Height: 199-foot Construction type: Monopole Guy -wired? No Number of bands: N/A Total Number of wires: N/A Lighting (Security & Aviation): In accordance with FAA regulations. IF TOWER WILL BE LIGHTED OR GUY -WIRED, COMPLETE ITEMS 3-18. IF NOT, COMPLETE ONLY ITEMS 17 AND 18. 3. Area of tower footprint in acres or square feet: 4. Length and width of access road in feet: 5. General description of terrain, mountainous, rolling hills, etc. (attach photographs): 6. Meteorological conditions (incidence of fog, low ceilings, etc.): 7. Soil type(s): 8. Habitat types and land use on and adjacent to the site Type: Percent/acreage 9. Dominant vegetative species in each habitat type: 4 10. Average diameter breast height of dominant tree species in forested areas: 11. Will construction cause fragmentation of a larger habitat into two or more smaller blocks? If yes, describe: 12. Evidence of bird roosts or rookeries present? If yes, describe: 13. Distance to nearest wetland area (swamp, marsh, riparian, marine, etc.), and coastline: 14. Distance to nearest telecommunications tower: 15. Potential to collocate antennas on existing towers or structures: 16. Have measures been incorporated to minimize impacts on migratory birds? If yes, describe: 17. Has an evaluation been made to determine if the proposed facility may affect listed or proposed endangered or threatened species or their habitats as required be FCC regulation at 47 CFR 1.1307(a)(3)? Yes If yes, present findings: No endangered or threatened species or critical habitats will be affected by the proposed project. 18. Additional information required: None ;i • a) d co CD U • 0 i 0 L•J r • w I A AI IL i Ar ! i N. � 1• N o co 17 0 I `o o w N L E y0 w a > LL o o a s fn U N N N o m a ; o L 0 -Np a O` H c N m n m m z o m 3 > a3 —C mow? Qw E� N c N .L." U L Q o (0 3 o w a � o 3 0 0 o fl- O L U co Q. co N m a 'o coo r E w Z w a r (o N E `0 0 w LL 0- co co co U) U) U) L L L LL LL LL � L f co Q Co E ++ Y N � 0 � o C C cco G ccco G C C co co N 17 N N 0 N L L O co co N N o N w w co o � y ❑ ❑ co I Ar N\S \;�❑ W E R ENGINEERING PROFESSIONALS Prepared For: Verizon Wireless 8921 Research Drive Charlotte, NC 28262 1-A Certification of Location and Elevation Date of Survey: 12/13/2019 Rev 0: 01 /29/2020 Verizon Site Name: Red Bridge TEP Job No.: 146256 316785 Structure Type: Proposed Monopole Site Address: 1714 W. Main Street, Locust, Stanly County, NC, 28097 Elevations reference the North American Vertical Datum of 1988 (NAVD 88). The values are certified to be accurate to within 3 feet as determined through field observations utilizing Spectra Precision Focus F35 Robotic Total Stations and SP Series GNSS Receivers as shown below: Elevation of Site Above Mean Sea Level: 619.39 Feet Horizontal locations reference the North American Datum of 1983 [NAD 83(201 1) EPOCH:20101 and Geoid 12b. The values are certified to be accurate to within 20 feet as determined through field observations utilizing Spectra Precision SP Series GNSS Receivers as shown below: Latitude: 350 — 15' — 26.90" North (35.2574720 North) Longitude: 0800 — 26' — 54.63" West (80.4485080 West) Dale A Lovelace, PLS (L-4901) Firm Number P-1403 January 29, 2019 Land surveying services performed by one of the following entities as necessary to maintain professional licensing compliance within the jurisdiction of the services performed: Tower Engineering Professionals, Inc., TEP Engineering, PLLC, or TEP OPCO, LLC. 326 Tryon Road, Raleigh, NC 27603 O) 919.661.6351 F) 919.661.6350 www.tepgroup.net 1 rerracon Verizon Wireless Red Bridge -South Central Oil - C Date Photos Taken: March 4, 2020 Photo 1: Typical view of proposed access road and utility easement, looking north. yp Photo 2: View of the potential jurisdictional stream that traverses the proposed access road and utility easement. . 5 i L�i� �� r�. -- y� a i':� ' � �`i�tG•�'. T'f 1 �• �i11�!���i�►�:�{IJ� �y F 'L i �4 lrerracon Verizon Wireless Red Bridge -South Central Oil - C Date Photos Taken: March 4, 2020 Photo 5: View from the site, looking south. Photo 6: View of stream to the north of the proposed tower compound, looking east. United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 http://www.fws.p,ov/nc-es/es/cougiyfr.html In Reply Refer To: Consultation Code: 04EN1000-2021-SLI-0260 Event Code: 04EN1000-2021-E-00591 Project Name: Red Bridge- South Central Oil - C January 07, 2021 Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The attached species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. Although not required by section 7, many agencies request species lists to start the informal consultation process and begin their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife Service (Service) —Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/ cntylist/nc counties.html. The AFO website list includes "species of concern" — species that could potentially be placed on the federal list of threatened and endangered species in the future. Also available are: Design and Construction Recommendations https://www.fws.gov/asheville/htmis/project review/Recommendations.html Optimal Survey Times for Federally Listed Plants https://www.fws.gov/nc-es/plant/plant survey.html Northern long-eared bat Guidance https://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html Predictive Habitat Model for Aquatic Species https://www.fws.gov/asheville/htmls/Maxent/Maxent.html New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could require modifications of these lists. 01/07/2021 Event Code: 04EN1000-2021-E-00591 Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of the species lists should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each county list with the day of the most recent update/change) at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list or by going to the AFO website. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a Biological Evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website at https://www.fws.gov/asheville/htmis/project review/assessment guidance.html. If a Federal agency (or their non-federal representative) determines, based on the Biological Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: ht .// www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF. Though the bald eagle is no longer protected under the Endangered Species Act, please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see https://www.fws.gov/southeast/our-services/permits/eagLes/). Wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenerg_y/) for minimizing impacts to migratory birds (including bald and golden eagles) and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratory birds/CurrentBirdlssues/Hazards/towers/towers.htm; http://www.towerkill.com; and http://www.fws.gov/migrator3Lbirds/CurrentBirdlssues/Hazards/ towers/comtow.html. 01/07/2021 Event Code: 04EN1000-2021-E-00591 We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): ■ Official Species List • Migratory Birds • Wetlands 01/07/2021 Event Code: 04EN1000-2021-E-00591 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 (828) 258-3939 01/07/2021 Event Code: 04EN1000-2021-E-00591 Project Summary Consultation Code: 04EN1000-2021-SLI-0260 Event Code: 04EN1000-2021-E-00591 Project Name: Red Bridge- South Central Oil - C Project Type: COMMUNICATIONS TOWER Project Description: Proposed construction of a 199' monopole telecommunications tower and associated 10,000 square foot lease area. Project Location: Approximate location of the project can be viewed in Google Maps: https: www. google. com/maps/(a) 35.25614275,-80!44863287485975,14z Counties: Stanly County, North Carolina 01/07/2021 Event Code: 04EN1000-2021-E-00591 Endangered Species Act Species There is a total of 2 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/9045 Flowering Plants NAME STATUS Schweinitz's Sunflower Helianthus schweinitzii Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/3849 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 01/07/2021 Event Code: 04EN1000-2021-E-00591 Migratory Birds Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Act2. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migratory Birds Treat. Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) THERE ARE NO FWS MIGRATORY BIRDS OF CONCERN WITHIN THE VICINITY OF YOUR PROJECT AREA. Migratory Birds FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCQ and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. 01/07/2021 Event Code: 04EN1000-2021-E-00591 What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical 01/07/2021 Event Code: 04EN1000-2021-E-00591 Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird StudX and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. 01/07/2021 Event Code: 04EN1000-2021-E-00591 Wetlands Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. THERE ARE NO WETLANDS WITHIN YOUR PROJECT AREA. October 11, 2021 Verizon Wireless 8921 Research Drive Charlotte, NC 28262 Re: Schweinitz's Sunflower Survey Red Bridge Site NC Highway 24 Locust, NC Site Location Code: 299113 Irerracon Terracon has completed a species -specific survey for federally endangered Schweinitz's sunflower (Helianthus schweinitzii) for the Red Bridge Site in Locust, North Carolina. The site is located on the north side of NC Highway 24. This survey was conducted in response to the U.S. Fish and Wildlife Service letter dated February 24, 2021 in which a targeted botanical survey for Schweinitz's sunflower during the optimal survey window (late August — October) was requested. Schweinitz's sunflower is endemic to the Piedmont of North and South Carolina. The few sites where this rhizomatous perennial herb occurs in relatively natural vegetation are found in Xeric Hardpan Forests. The species is also found along roadside rights -of - way, maintained power lines and other utility rights -of -way, edge of thickets and old pastures, clearings and edges of upland oak -pine -hickory woods and Piedmont longleaf pine forests, and other sunny or semi -sunny habitats where disturbances help create open area for sunlight. It is intolerant of full shade and excessive competition from other vegetation. Schweinitz's sunflower occurs in a variety of soil series, including Badin, Cecil, Cid, Enon, Gaston, Georgeville, Iredell, Mecklenburg, Misenheimer, Secrest, Tatum, Uwharrie, and Zion, among others. It is generally found growing on shallow sandy soils with high gravel content; shallow, poor, clayey harpans; or shallow rocky soils, especially those derived from mafic rocks. At the time of the site reconnaissance, the site consisted of wooded land, clear cut land, and an existing powerline right-of-way. Suitable habitat for Schweinitz's sunflower was identified within the powerline right-of-way on the parent parcel. Currently, two alternative designs for the access road/utility easement exist, both of which cross the powerline right-of-way. Species -specific surveys were conducted within both access road/utility easement alternative corridors. Prior to visiting the site, Terracon staff visited a known occurrence of Schweinitz's sunflower to observe the current vegetative status of the species. Species -specific surveys for Schweinitz's sunflower were conducted within the suitable habitat on the site on August 26, 2021. No individuals of Schweinitz's sunflower were observed. Based on Schweinitz's Sunflower Survey for a Telecommunications Site 'Irerracion Red Bridge Site Locust, NC October 11, 2021 Terracon Project No. 70217502 Terracon's analysis and reconnaissance, the proposed site activities will have no effect on Schweinitz's sunflower. Please feel free to contact our office at 919-617-9153 if you need additional information. Thank you for your assistance with this project. Sincerely, lreiiaaorl Robert Turnbull Jeff Harbour, PWS Natural Resources Department Manager Senior Scientist — Natural Resources Attachments: Topographic Project Location Map, Aerial, Site Plans, Photographs Resourceful ■ Reliable ■ Responsive 1 N • - - _ j ._ rf�. .. I • •il'i f. �S 1 OR tru - it � ... �rr [.i. � .. lti' �nNY•T. [nt at - Locust Y. e ��' a,'n C7 •� n � IVC 2�-1 J NYM i W MAW 5T z n Y C u ff J NORTH a CAROLINA °� i•. 0 Site Boundary 0 1,000 2,000 4,000 Feet i Yadkin Pee -Dee River Basin _- l I r a a m DATA SOURCES: USGS Topo tile base map service of The National Map (TNM), data refreshed May 2020; Site Boundary based on Johnston County Parcel Data. 'm PM: �H Project No. Project Location EXHIBIT 70217502 Irerracon No. Drawn By: KT 1:24,000 Scale: Red Bridge Checked By: Filename: RG Stanly County, RedBn je, North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH11 December2022 Phone, (919)873-1211 Fax: (919)873-9555 N l4 0 Ji. il� .. w ' 4W ?9. 3 �• �� s . 'Il�j - 1 da • 0 Yadkin Pee -Dee River Basin X N a� a DATA SOURCES: 07 a [ Site Boundary Latest High -Resolution NC Statewide Orthoimagery, NC 0 100 200 400 OneMap Server; 2017; Site Boundary approximated from w Verizon provided data. Note: Vegetation removal or alteration of soils or hydrology Feet after initial site evaluation can affect jurisdictional status o and may require re-evaluation of wetland boundaries. m a PM: Project No. Aerial EXHIBIT JH 70217502 No. Drawn By: Scale: KT 1 in = 200 ft I d Red Bridge 2 Checked By: Filename: RG Stanly County, RedBrid e North Carolina Approved By: Date: 2401 Brentwood Road, Suite 107 Raleigh, NC 27604 JH December 2022 phone. (919)873-2211 Fax: (919)873-9555 NOTES: 1. THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS PLAT IS THE NORTH CAIA STATE PLANE COORDINATE SYSTEM, NORTH AMERMERICAN DATUM 1983 0 SER S HAD 83), BASED ON DIFFERENTIAL CPS OBSERVATIONS PERFORMED ON OCTOBER 25. 2018. NOVEMBER 12, 2018. AND DECEMBER 3, 2021. 2, VERTICAL INFORMATION SHOWN, BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) IN FEET. 3, ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED. 4, THIS PLAN DOES NOT REPRESENT L. OPEUAL BOUNDARY SURVEY OF THE PARENT PARCEL. PROPERTY LINES ARE DRAWN FROM FIELD LOCATIONS OF MONUMENTAT10N, GIS. TAX MAPS. AND INFORMATION FOUND IN DEED BOOK 1023. PAGE fill, OF THE NIP OJANNA S IAORTON / PARCEL Y fi PC 2421271 DR 689 PG 248 YYYY NIP DAVJD E & BRENDA P SCARBORO PARCEL 8 556504713384 DR 1023 PC 611 N/J. GREGORY E & TERESA B SHAVER PARCEL # 556504628190 DR 1091 PC 19 NIP DONALD E 65047 43 PARCEL 3 556504724971 DB 3fi7 PC 291 / '� N F E8 RNONDA NAR N000 ET AL PARCEL M SS6SO4728309 DR 1575 PG 890 EXISTING CREEK BUFFER AREA EXISTING CREEK CENTERLINE s� SE NOTE FALLZONE RADIUS. 6 615. SEE NOTE 6. OS �� 660 PROPOSED LESSEE 100'x100' �1 LEASE AREA. SEE SHEET ,E PLANS PREPARED FOR: CHAR RESEARCH DRIVE CHARLOTTE, NC 28262 (JOa) 519-995J PROJECT INFORMATION: RED BRIDG E 1714 15US, MAIN STREET LOCUST, NC 28097 (STANLY COUNTY) PLANS PREPARED 81 STANLEY COUNTY REGISTER OF DEEDS 6d; 6"Oo 595 C-1A FOR DETAILS. 5, THE TOWER IS LOCATED IN ZONE -X." AREAS DETERMINED i0 BE OUTSIDE THE 0.2% ANNUAL CHANCE ` �` / `� dory. 1`11 - 615. = _ �_ ` �� PROPOSED LESSEE 195' MONOPOLE TONER. SEE SHEET C-3 FOR ELEVATION. FLOOOPLAIN ACCORDING TO FEMA COMMUNITY PANEL DATED NOVEMBER 5, 2008. __ - `�-_- 16i5___ _- -_ �4]0 _0• 43710556500K, 6, CITY OF SETBACK REQUIREMENTS PROPOSED LESSEE TEMPORARY CONSTRUCTION EASEMENT TO'_ _�_ \ 5223 - --_- PROPOSED LESSEE TEMPORARY CONSTRUCTION LOCUST TONER SETBACK = FALL ZONE RADIUS EXTEND 5' OUTSIDE ACCESS & UTILITY EASEMENT (1,786 S0. FT.) ,-„610_E - --_-ter �`__-- EASEMENT TO EXTEND 12' OUTSIDE ACCESS & UTILITY EASEMENT (6,640 SO. FT,) PROPOSED LESSEE TEMPORARY CONSTRUCTION EASEMENT TO �I�I1iI EXTEND 45' OUTSIDE ACCESS & UTILIiv EASEMENT (2,025 SO, FT.) O-\��� i 63° PROPOSED CLEARING LIMITS (TYP) TOWER ENGINEERING PROFESSIONALS EXISTING 36'P CMP TO BE REMOVED ':1 �� PROPOSED LESSEE 12' WIDEL TR`(ON ROAD NC 27503 & REPLACED WITH (2) 36"m 44 LF, "\ GRAVEL ACCESS DRIVE. SEEGH, SHEET C-10 FOR DETAILS:(919) GS1-6351 LEGEND CLASS III RCP CULVERT SEE SHEET C-13B FOR DETAILS ���"��`� `6:` j '1�� j PROPOSED LESSEE TEMP ORARvI.(Epgmup.IlEI CONSTRUCTION EASEMENT i0 PROPOSED LESSEE TEMPORARY I\�` 05, ��^:F���\�\T �1 1�1 _ 1 EXTEND 12' OUTSIDE ACCESS &n� CONSTRUCTION EASEMENT TO ��:.�...�� 1 UTILITY EASEMENT (6,640 SO. FT.)CENSENC-(IJY EXIST. PROPERTY LINE --------- ADJ. PROPERTY LINE EXTEND 60' OUTSIDE ACCESS UTILITY EASEMENT (9,736 SO, PROPOSED LESSEE TEMPORARY ��\L� os i�=>` PROPOSED LESSEE TEMPORARY CONSTRUCTION EASEMENT TO EXTEND 90' OUTSIDE ACCESS & SEAL: �N 11CiI4I�JJ%r CONSTRUCTION EASEMENT TO �?^i� `' UTILITY EASEMENT (5,400 SO. FT.) EXIST. UTILITY POLE N/F EXTEND 24' OUTSIDE ACCESS & 6'�st d'' PROPOSED LESSEE TEMPORARY -'4E•g SIC'• . O DAVJD E & BRENDA P SCARBORO UTILIiv EASEMENT (1,560 S0. FT.) i 62p CONSTRUCTION EASEMENT i0 F EXIST. LIGHT POLE PARCEL 8 556504617385 DR1089 PC PROPOSED LESSEE TEMPORARY CONSTRUCTION EASEMENT TO z '� EXTEND 60' OUTSIDE ACCESS & EXTEND UTILITY EASEMENT (7,816 SO. FT.) $ G4 EXIST. HYDRANT EXTEND 12' OUTSIDE ACCESS & / PROPOSED TEMPORARY UTILITY EASEMENT (2,072 SO, FT.) �`�` � LESSEE CONSTRUCTION EASEMENT i0 [�-, IN• , j� '• 0 EXIST, TELCO PEDESTAL PROPOSED LESSEE TEMPORARY �,'tl �' ` ` NIP �\ EXTEND 15' OUTSIDE ACCESS & 11 � C, OR t J11JIllll Q PROPERTY CORNER CONSTRUCTION EASEMENT TO '6 _=:�62 LEMJS F LITTLE ET AL EXTEND 20' OUTSIDE ACCESS & - JO-PARCEL k 556504717959 UTILITY EASEMENT (3,987 SO. Vil LL�Xl` UTILITY EASEMENT (1,200 SO, FT.,�� 1 � s\` ;� __ DR 143 PC 311 Fi-)- SEE NOTE_ Tvly.`o, sai • LEASE/EASE. CORNER ---200--- EXIST. CONTOUR LINE N/F TYP OF 2) 1 L�{1� ^��i 4. 1 F -- -- - - -_ 6?0``111�i A '� PROPOSED 15"P, 32 LF, CLASS IV RCP CULVERi- SEE SHEET C-13A FOR DETAILS PROPOSED 12'x50' CONSTRUCTION L ..L o DAV/D E A,BRENDA P SCARBORO �Y��'1�6 �� r,` / `� ZS- ENTRANCE. SEE SHEET C-IOA n _za_ L. FF_LON' EDGE OF PAVEMENT PARCEL 8 554504509888 DR 1023 PC 611 FOR DETAILS. REV DAEEISSUED FOR: ---OHW--- OVERHEAD 'MRE �� PROPOSED LESSEE TEMPORARY ORANN Bv: T11n CHECKED Bv: - --- R W--- RIGHT-OF-WAY N/F ___ p - / EL SQUARED LLC r _ �`` 1j- �. tic --- ---1----R i; 1 1 " < b"I I I 11Ii. / CONSTRUCTION EASEMENT i0 EXTEND 5' OUTSIDE ACCESS & UTILITY EASEMENT (352 SO. FT,) SHEET TITLE: PARCEL 8 5fi6504608834 —X— CHAIN LINK FENCE DR 1629 PC 647 WEST MAIN STREET", r OHW - --� (VARIABLE WIDTH PUBLIC ` ' S ` N/F SITE PLAN ^� EXISTING TREE LINE R/ W) AFRE 2 LLC PARCEL 8 556504705882 DR 1515 PC 607 SHEET NUMBER: REMSION: SITE PLAN D 200 400 SCALE: I' = 200' SCALE IN FEET l� TERI: —2_6 Project No. 70217502 lrerracon Casaulilog Englnern & Srketlals Photograph 1: Powerline right-of-way facing northeast. Photograph 2: Powerline right-of-way facing southwest. Red Bridge Site Project No. 70217502 1 rerracon feesultleg !'eRinrrrs & SrieeWq Photograph I Powerline right-of-way facing east towards property boundary. Photograph 4: Powerline right-of-way facing southwest. Red Bridge Site Project No. 70217502 1 rerracon ( ....fling i. ngi-- & sd'.11", Photograph 5: Powerline right-of-way facing northeast. Photograph 6: Proposed access easement at NC 24 facing north. Red Bridge Site FCC Form 620 FCC Wireless Telecommunications Bureau Notification Date: 7AM EST 02/01/2021 New Tower ("NT") Submission Packet File Number: 0009394038 General Information 1) (Select only one) ( NE ) NE — New UA — Update of Application WD — Withdrawal of Application 2) If this application is for an Update or Withdrawal, enter the file number of the pending application File Number: currently on file. licant Information 3) FCC Registration Number (FRN): 0012845343 4) Name: Verizon Wireless Contact Name Approved by OMB 3060 — 1039 See instructions for public burden estimates 5) First Name: Nakul 6) MI: 7) Last Name: Mate 8) Suffix: 9) Title: VZW HQ - NEPA Regulatory Compliance Contact Information 10) P.O. Box: And 11) Street Address: 5055 North Point Parkway NP2NE Network Engineering 12) City: Alpharetta 13) State: GA 14) Zip Code: 30022 15) Telephone Number: (678)277-3656 16) Fax Number: 17) E-mail Address: vzwnpa-nepa@verizonwireless.com Consultant Information 18) FCC Registration Number (FRN): 0026644674 19) Name: Terracon Consultants, Inc. Principal Investigator 20) First Name: William 21) MI: 22) Last Name: Green 23) Suffix: 24) Title: MS, RPA Principal Investiaator Contact Information 25) P.O. Box: And 26) Street Address: 2105 Newpoint Place Suite 600 27) City: Lawrenceville 28) State: GA 29) Zip Code: 30043 30) Telephone Number: (770)623-0755 31) Fax Number: 32) E-mail Address: joann.ivey@terracon.com 1 of 13 FCC Form 620 May 2014 Professional Qualification 33) Does the Principal Investigator satisfy the Secretary of the Interior's Professional Qualification Standards? I (X ) Yes ( ) No 34) Areas of Professional Qualification: ( X ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) Additional Staff 35) Are there other staff involved who meet the Professional Qualification Standards of the Secretary of the Interior? ( X) Yes ( ) No If "YES," complete the following: 36) First Name: Jonathan 37) MI: 38) Last Name: Brown 39) Suffix: 40) Title: 41) Areas of Professional Qualification: ( ) Archaeologist ( X ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) 2 of 13 FCC Form 620 May 2014 Site Information ower Construction Notification System 1) TCNS Notification Number: 224875 Site Information 2) Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: ( ) Yes ( X ) No 3) Site Name: Red Bridge South Central Oil C 4) Site Address: 1714 W. Main Street 5) Detailed Description of Project: Proposed construction of a 199' monopole telecommunications tower 6) City: Locust 7) State: NC 8) Zip Code: 28097 9) County/Borough/Parish: STANLY 10) Nearest Crossroads. W Main Street and County Road 1200 11) NAD 83 Latitude (DD-MM-SS.S): 35-15-26.9 ( X )Nor ( ) S 12) NAD 83 Longitude (DD-MM-SS.S): 080-26-54.6 ( ) E or (X ) W Tower Information 13) Tower height above ground level (include top -mounted attachments such as lightning rods): 60.7 14) Tower Type (Select One): ( ) Guyed lattice tower ( ) Self-supporting lattice ( X ) Monopole ( ) Other (Describe): -roject Status 15) Current Project Status (Select One): ( X ) Construction has not yet commenced ( ) Construction has commenced, but is not completed Construction commenced on: ( ) Construction has been completed Construction commenced on: Construction completed on: ( ) Feet ( X ) Meters 3 of 13 FCC Form 620 May 2014 Determination of Effect 14) Direct Effects (Select One): ( X ) No Historic Properties in Area of Potential Effects (APE) ( ) No Effect on Historic Properties in APE ( ) No Adverse Effect on Historic Properties in APE ( ) Adverse Effect on one or more Historic Properties in APE 15) Visual Effects (Select One): ( X ) No Historic Properties in Area of Potential Effects (APE) ( ) No Effect on Historic Properties in APE ( ) No Adverse Effect on Historic Properties in APE ( ) Adverse Effect on one or more Historic Properties in APE 4 of 13 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APES for direct an( I ( X ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: 224875 2b) Tribes/NHOs contacted through an alternate system: I IIUJ ill 11V l Wl ILOl Ll M I III WUU11 I 11J 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Catawba Indian Nation Contact Name Number of Tribes/NHOs: 6 Number of Tribes/NHOs: 0 5) First Name: Dr. Wenonah 6) MI: G 7) Last Name: Haire 8) Suffix: 9) Title: THPO and Executive Director uates & Kes onse 10) Date Contacted 01/14/2021 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other I IIWV114f7V %,Vl I LC1%.LCU I I I I VUWII II,IYJ 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Cherokee Nation Contact Name 5) First Name: Gwen 6) MI: 7) Last Name: Terrapin 8) Suffix: 9) Title: uates & Kesnonse 10) Date Contacted 01/13/2021 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other 5 of 13 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APES for direct an( I ( X ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: 224875 2b) Tribes/NHOs contacted through an alternate system: I IIUJ ill 11V l Wl ILOl Ll M I III WUU11 I 11J 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Eastern Shawnee Tribe of Oklahoma Contact Name Number of Tribes/NHOs: 6 Number of Tribes/NHOs: 0 5) First Name: Kelly 6) MI: 7) Last Name: Nelson 8) Suffix: 9) Title: Cell Tower Coordinator uates & Kes onse 10) Date Contacted 01/14/2021 11) Date Replied 01/19/2021 ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( X ) Replied/Other I IIWV114f7V %,Vl I LC1%.LCU I I I I VUWII II,IYJ 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Flandreau Santee Sioux Tribe Contact Name 5) First Name: Garrie 6) MI: 7) Last Name: Kills a Hundred 8) Suffix: 9) Title: THPO Officer uates & Kesnonse 10) Date Contacted 01/14/2021 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other 6 of 13 FCC Form 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APES for direct an( I ( X ) Yes ( ) No 2a) Tribes/NHOs contacted through TCNS Notification Number: 224875 2b) Tribes/NHOs contacted through an alternate system: I IIUC/I411V l Ul ILOl Ll U I III UUU11 I 11J 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Prairie Island Indian Community Contact Name Number of Tribes/NHOs: 6 Number of Tribes/NHOs: 0 5) First Name: Noah 6) MI: C 7) Last Name: White 8) Suffix: III 9) Title: THIPO uates & Kes onse 10) Date Contacted 01/13/2021 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other I IIUVIVAF1V %,Vl I LC1%.LCU I I I I VUUII II,IYJ 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Shawnee Tribe Contact Name 5) First Name: Kim 6) MI: 7) Last Name: Jumper 8) Suffix: 9) Title: Cell t uates & Kesnonse 10) Date Contacted 01/13/2021 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other 7 of 13 FCC Form 620 May 2014 Other Tribes/NHOs Contacted Tribe/N HO Information 1) FCC Registration Number (FRN): 2) Name: Contact Name 3) First Name: 4) MI: 5) Last Name: 6) Suffix: 7) Title: Contact Information 8) P.O. Box: JD�d 9) Street Address: 10) City: 11) State: 12) Zip Code: 13) Telephone Number: 14) Fax Number: 15) E-mail Address: 16) Preferred means of communication: ( ) E-mail ( ) Letter ( ) Both Dates & Response 17) Date Contacted 18) Date Replied ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other 8 of 13 FCC Form 620 May 2014 Historic Properties Properties Identified 1) Have any historic properties been identified within the APES for direct and visual effect? ( )yes ( X ) No 2) Has the identification process located archaeological materials that would be directly affected, or sites that are of ( )Yes (X ) No cultural or religious significance to Tribes/NHOs? 3) Are there more than 10 historic properties within the APES for direct and visual effect? "Yes", ( )Yes (X ) No If you are required to attach a Cultural Resources Report in lieu of adding the Historic Property below. listoric Property 4) Property Name: 5) SHPO Site Number: roperoperty Address 6) Street Address: 7) City: 8) State: 9) Zip Code: 10) County/Borough/Parish: Status & Elinihility 11) Is this property listed on the National Register? Source: ( ) Yes ( ) No 12) Is this property eligible for listing on the National Register? Source: ( ) Yes ( ) No 13) Is this property a National Historic Landmark? Yes No 14) Direct Effects (Select One): ( ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE 15) Visual Effects (Select One): ( ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE 9 of 13 FCC Form 620 May 2014 Local Government Involvement -ocal vovernment 1) FCC Registration Number (FRN): 2) Name: Locust Planning and Zoning Contact Name 3) First Name: Scott 4) MI: 5) Last Name: Efird 6) Suffix: 7) Title: Planning Zoning Director Contact Information 8) P.O. Box: 190 ,AO fd 9) Street Address: 10) City: Locust 11) State: NC 12) Zip Code: 28097 13) Telephone Number: (704)888-5260 14) Fax Number: 15) E-mail Address: sefird@locustnc.com 16) Preferred means of communication: ( X ) E-mail ( ) Letter ( ) Both fates & Kesponse 17) Date Contacted 01/08/2021 18) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Additional Information 19) Information on local government's role or interest (optional): 10 of 13 FCC Form 620 May 2014 Other Consulting Parties utner uonsuiting Parties L;ontactea 1) Has any other agency been contacted and invited to become a consulting party? (X ) Yes ( ) No consulting Party 2) FCC Registration Number (FRN): 3) Name: Locust Historical Society and Museum Contact Name 4) First Name: N/A 5) MI: 6) Last Name: N/A 7) Suffix: 8) Title: Contact Information 9) P.O. Box: ,AO fd 10) Street Address: 2884 Officer Jeff Shelton Park Dr. 11) City: Locust 12) State: NC 13) Zip Code: 28097 14) Telephone Number: (704)351-9476 15) Fax Number: 16) E-mail Address: billtucker@locustmuseum.com 17) Preferred means of communication: ( X ) E-mail ( ) Letter ( ) Both 18) Date Contacted 01/08/2021 19) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Additional Information 20) Information on other consulting parties' role or interest (optional): 11 of 13 FCC Form 620 May 2014 Designation of SHPO/THPO 1) Designate the Lead State Historic Preservation Officer (SHPO) or Tribal Historic Preservation Officer (THPO) based on the location of the tower. SHPO/THPO Name: INC Historic Preservation Office (Deputy SHPO) 2) You may also designate up to three additional SHPOs/THPOs if the APES include multiple states. If the APES include other countries, enter the name of the National Historic Preservation Agency and any state and provincial Historic Preservation Agency. SHPO/THPO Name: SHPO/THPO Name: �y:I1.�rr:I1.�► Certification I certify that all representations on this FCC Form 620 Submission Packet and the accompanying attachments are true, correct, and complete. Party Authorized to Sign First Name: JoAnn MI: Last Name: Ivey Suffix: Signature: JoAnn Ivey Date: 01/29/2021 FAILURE TO SIGN THIS APPLICATION MAY RESULT IN DISMISSAL OF THE APPLICATION AND FORFEITURE OF ANY FEES PAID. WILLFUL FALSE STATEMENTS MADE ON THIS FORM OR ANY ATTACHMENTS ARE PUNISHABLE BY FINE AND/OR IMPRISONMENT (U.S. Code, Title 18, Section 1001) AND/OR REVOCATION OF ANY STATION LICENSE OR CONSTRUCTION PERMIT (U.S. Code, Title 47, Section 312(a)(1)), AND/OR FORFEITURE (U.S. Code, Title 47, Section 503). 12 of 13 FCC Form 620 May 2014 Attachments : Type Description Date Entered Local Government Involvement Local Government 01/29/2021 Public Involvement Public Involvement 01/29/2021 Tribal/NHO Involvement Tribal Involvement 01/29/2021 Area of Potential Effects APE 01/29/2021 Map Documents Mao 01/29/2021 Resumes/Vitae Resumes 01/29/2021 13 of 13 FCC Form 620 May 2014 Jonathan Brown, M.H.P ARCHITECTURAL HISTORIAN PROFESSIONAL EXPERIENCE Mr. Jonathan Brown is an Architectural Historian in Terracon's Atlanta, Georgia office with experience in Cultural Resource Management (CRM) and National Environmental Policy Act (NEPA) projects. Mr. Brown's experience includes the identification of historic structures and eligibility determinations, National Register of Historic Places (NRHP) nominations, assessment of effects on NRHP-listed and eligible resources, archival research, completing design guidelines for historic architecture, historic structure reports, and managing NEPA projects for multiple federal agencies. Mr. Brown meets the Secretary of Interior's Professional Qualification Standards for Historic Architecture required to perform research, evaluate effects, and make NRHP eligibility determinations. SELECTED PROJECT EXPERIENCE National Environmental Policy Act (NEPA) Reviews Project Manager for NEPA reports for numerous telecommunications small cell and tower projects. Duties include Phase I archaeological surveys, archival research and documentation of historic properties, initial assessments for threatened and endangered species, communication with tribes and other consulting parties, FAA screens and shielding analysis, and ASR registration. Section 106 Reports Serve as the Project Manager or Architectural Historian for several federal agencies including but not limited to FCC, DOT, and HUD. Project duties include archival research, determination of National Register eligibility, photographic documentation and assessment of effects to historic resources. Design Guidelines: City of Decatur Documented and assessed historic resources located within defined city boundaries. Project duties included historic integrity assessment photographic documentation, architectural evaluation, and determination of appropriate design standards for new construction and renovation. National Register Nominations Performed architectural surveys to document and assess all historic resources located within the designated survey areas. Evaluated eiligibility determinations for inclusion in the National Register of Historic Places based on the Secretary of the Interior's standards. Nomination experience includes both individual resources and districts. Historic Structure Reports Conducted a Historic Structure Report of a pre -Civil War house in Euharlee, Georgia as part of a team. Responsible for documenting and photographing interior architectural elements, evaluating current structural condition of the building, creating mitigation plans for immediate and long-term structural issues, and proposing ideas for property use to best suit preservation of the structure. EDUCATION Master of Historic Preservation, Georgia State University, 2012 Bachelor of Arts, History, Kennesaw State University, 2007 WORK HISTORY Terracon Consultants, Inc., Architectural Historian, 2019 -present Environmental Corporation of America, Staff Historian/NEPA Project Manager, 2018-2019 RESCOM, Architectural Historian/Regulatory Compliance Specialist, 2017-2018 Irerracon William Green, M.A., R.P.A. PRINCIPAL/DEPARTMENT MANANGER NATURAL AND CULTURAL RESOURCES EDUCATION Ph.D. Candidate (ABD), Anthropology, State University of PROFESSIONAL EXPERIENCE New York at Albany, 1996 Mr. Green is a Principal of Terracon and a Department Manager for Natural and Cultural Resources in Terracon's Columbia, South Carolina office. Mr. Green has over 30 years of M.A., Anthropology/Public Service Archaeology, University of South experience conducting cultural resource projects in the eastern U.S. and has been involved with Carolina, Columbia, 1991. more than 800 projects since beginning his career in 1987. His job responsibilities include the management and execution of cultural resource projects, including Reconnaissance and Phase B.A., Anthropology and Sociology, Queens College, City University of I Surveys, Phase II Evaluative Testing, and Phase III Data Recovery Projects. Mr. Green is also New York, 1988. responsible for preparing agreement documents, Native American consultation, agency coordination, and helping to prepare educational and public displays. CERTIFICATIONS Register of Professional Archaeologists (formerly SOPA), 1996 SELECTED PROJECT EXPERIENCE HYDROELECTRIC PROJECTS AFFILIATIONS Society for American Archaeology Parr Hydroelectric Project (FERC Project No. 1894) - Fairfield & Newberry Counties, SC Project Manager and Principal Investigator for the Parr Hydroelectric Project. Conducted an Southeastern Archaeology Conference initial Historic and Archaeological Resources Study*, tribal consultation*, Phase II archaeological WORK HISTORY testing, and preparation of a Historic Properties Management Plan (HPMP) for the relicensing of Terracon Consultants, Inc., Principal/ a hydroelectric facility in Fairfield and Newberry Counties, South Carolina. The project area Dept. Manager, Natural and Cultural consists of the Parr Shoals Development, which impounds approximately 4,400 acres along the Resources 2014-Present Broad River and its tributaries, and the Fairfield Pumped Storage facility, which impounds Arrowstone Consulting Solutions, Monticello Reservoir and covers approximately 6,800 acres. LLC - Vice President/Owner 2014 Professional Services Completed: 2017 S&ME - Principal Archaeologist and Terracon Fee: $60,000 Cultural Resources Department Manager2006-2013 Millville Hydroelectric Project (FERC Project No. 2343) - Jefferson County, WV TRC Environmental Corporation Co -Project Manager and Co -Author for the Millville Hydroelectric Project located in Jefferson Program/Branch Manager, County, West Virginia. Conducted a Historic Resources Study of the Millville Hydroelectric Archaeology 2000-2006 facility, an unmanned, run -of -river generating facility that included the Millville dam, a reinforced South Carolina Department of concrete intake structure, a headrace, a powerhouse with a masonry foundation and brick Archives and History/State Historic Preservation Office — Staff superstructure, and a tailrace. Archaeologist, GIS Coordinator and Professional Services Completed: 2014 Native American Consultation Coordinator 1998-2000 •London/Marmet and Winfield Hydroelectric Projects (FERC Project Nos. 1175 and 1290) - Kanawha and Putnam Counties, WV Project Manager and Principal Investigator for the London/Marmet and Winfield Hydroelectric Projects. Conducted Phase I cultural resource surveys and prepared Historic Properties Management Plans (HPMP) for Appalachian Power Company's relicensing of the London/Marmet and Winfield Hydroelectric Projects in Kanawha and Putnam counties, West Virginia. Project area included three hydroelectric facilities along the Kanawha River near Charleston. Professional Services Completed: 2010 *Claytor Hydroelectric Project (FERC Project No. 739) - Pulaski County, VA Project Manager and Principal Investigator for a Phase I Survey, Phase II Testing, and Phase III Mitigation efforts for Appalachian Power Company's Claytor Hydroelectric Project in Pulaski County, Virginia. Investigation included 101 miles of shoreline and eight islands in Claytor Lake Professional Services Completed: 2010 *Saluda Hydroelectric Project (FERC Project No. 516) - Lexington, Newberry, Richland and Saluda Counties, SC Project Manager and Principal Investigator for the Saluda Hydroelectric Project. Conducted reconnaissance (Stage 1) and intensive (Stage 11) cultural resources surveys, prepared survey plans and a Historic Properties Management Plan (HPMP), and provided consultation services for SCE&G's relicensing of the Saluda Hydroelectric Project located in Lexington, Newberry, University of South Carolina — Instructor, Dept. of Anthropology 1999 Louis Berger and Associates, Inc. — Arch aeologisUPrincipal Investigator 1996-1998 State University of New York at Albany — Research Assistant/CoProject Director for the United State Military Academy Cultural Resource Manage- ment Project 1995 State University of New York at Albany— Teaching Assistant, Dept. of Anthropology 1993-1994 New York State Museum — Cultural Education Specialist 1992-1994 Indiana University of Pennsylvania — Instructor/Field Supervisor 1992 Savannah River Archaeological Research Program, South Carolina Institute of Archaeology and Anthropology — Archaeologist 1990- 1992 William G. Green, M.A., R.P.A. (continued) Richland, and Saluda Counties, South Carolina. Project area included approximately 620 miles of shoreline and 125 islands in Lake Murray. Professional Services Completed: 2008 ARCHAEOLOGICAL DATA RECOVERY PROJECTS Yellow House Creek — Berkeley County, SC Project Manager and Principal Investigator for archaeological data recovery excavations at sites 38BK1800, 38BK1801, and 38BK1803/1804 at the Yellow House Creek Borrow Site located on Daniel Island in Berkeley County, South Carolina. Occupations ranged from the Middle Paleoindian Period through early Nineteenth Century. Conducted on behalf of the South Carolina Ports Authority Professional Services Completed: Current Terracon Fee: $915,000 Riverlights Development — New Hanover County, NC Project Manager and Co -Principal Investigator for archaeological data recovery excavations at sites 31 NH750, 31 NH752, 31 NH755/755**, and 31 NH761, and supplementary Phase II testing at site 31 NH760 located along the Cape Fear River in Wilmington, North Carolina. Sites contained Early Archaic through Nineteenth Century components. Conducted on behalf of Newland Communities, Inc., Wilmington, North Carolina. Professional Services Completed: 2017 Terracon Fee: $670,000 CULTURAL RESOURCE SURVEY AND TESTING PROJECTS Jasper County Solar Farm — Jasper County, SC Project Manager and Principal Investigator for reconnaissance and Phase I surveys of approximately 1,557 acres and Phase II testing of four archaeological sites at the proposed Jasper Solar Farm in Jasper County, South Carolina. Conducted on behalf of Moffett Solar I, LLC, Bluffton, South Carolina. Professional Services Completed: 2016 Terracon Fee: $174,000 University of South Carolina — Instructor, Dept. of Anthropology 1990 ADDITIONAL TRAINING FERC Environmental Review and Compliance for Natural Gas Facilities, 2018 Section 106: Agreement Documents, 2011 OSHA 10-hr. Construction Awareness Training, 2010 FERC Environmental Review and Compliance for Natural Gas Facilities, 2009 OSHA Excavation Safety/Competent Person Training, 2007 Section 106: Principals and Practice, 2006 FERC Environmental Report Preparation for Energy Projects, 2002 Section 106: Introduction to Section 106, 2001 OSHA Hazardous Communication Training, 1997 ` Work performed prior to joining Terracon Head la nd-Wi re grass Solar Project — Henry County, AL Project Manager and Principal Investigator for reconnaissance and Phase I surveys of approximately 188 acres and Phase II testing of archaeological site 1 HE235 at the proposed Head land-Wireg rass Solar Farm in Henry County, Alabama. Conducted on behalf of Head land-Wiregrass, LLC, Lenexa, Kansas. Professional Services Completed: 2015 Terracon Fee: $33,500 *Oak Grove to Houston and Fort Beeler to Majorsville Pipeline Projects — Washington County, PA and Marshall County, WV Principal Investigator for a Phase I survey of approximately 52 miles of proposed pipeline, Phase II testing of site 36WH1585, and Geophysical and Archaeological investigations of the South Buffalo Cemetery. Conducted on behalf of Williams Midstream, Moon Township, Pennsylvania. Professional Services Completed: 2013 •PNG Sutton Pipeline — Multiple Counties, NC Project Manager and Principal Investigator for Phase I and II cultural resource investigations of a 130-mile proposed pipeline corridor extending from Richmond County to New Hanover County, North Carolina. Conducted on behalf of Piedmont Natural Gas, Charlotte, North Carolina. Professional Services Completed: 2011 *North Carolina Center for Automotive Research — Northampton County, NC Project Manager and Principal Investigator for Phase IIB archaeological testing of 31 NP257, a Middle Archaic through Late Woodland site near Roanoke Rapids, North Carolina. Conducted on behalf of Northampton County Economic Development Commission, Jackson, North Carolina. Professional Services Completed: 2011 it w o [I) • J «• 1 rerracon Verizon Wireless Red Bridge -South Central Oil - C Date Photos Taken: March 4, 2020 Photo 1: Typical view of proposed access road and utility easement, looking north. yp Photo 2: View of the potential jurisdictional stream that traverses the proposed access road and utility easement. . 5 i L�i� �� r�. -- y� a i':� ' � �`i�tG•�'. T'f 1 �• �i11�!���i�►�:�{IJ� �y F 'L i �4 lrerracon Verizon Wireless Red Bridge -South Central Oil - C Date Photos Taken: March 4, 2020 Photo 5: View from the site, looking south. Photo 6: View of stream to the north of the proposed tower compound, looking east. I Ar N\S \;�❑ W E R ENGINEERING PROFESSIONALS Prepared For: Verizon Wireless 8921 Research Drive Charlotte, NC 28262 1-A Certification of Location and Elevation Date of Survey: 12/13/2019 Rev 0: 01 /29/2020 Verizon Site Name: Red Bridge TEP Job No.: 146256 316785 Structure Type: Proposed Monopole Site Address: 1714 W. Main Street, Locust, Stanly County, NC, 28097 Elevations reference the North American Vertical Datum of 1988 (NAVD 88). The values are certified to be accurate to within 3 feet as determined through field observations utilizing Spectra Precision Focus F35 Robotic Total Stations and SP Series GNSS Receivers as shown below: Elevation of Site Above Mean Sea Level: 619.39 Feet Horizontal locations reference the North American Datum of 1983 [NAD 83(201 1) EPOCH:20101 and Geoid 12b. The values are certified to be accurate to within 20 feet as determined through field observations utilizing Spectra Precision SP Series GNSS Receivers as shown below: Latitude: 350 — 15' — 26.90" North (35.2574720 North) Longitude: 0800 — 26' — 54.63" West (80.4485080 West) Dale A Lovelace, PLS (L-4901) Firm Number P-1403 January 29, 2019 Land surveying services performed by one of the following entities as necessary to maintain professional licensing compliance within the jurisdiction of the services performed: Tower Engineering Professionals, Inc., TEP Engineering, PLLC, or TEP OPCO, LLC. 326 Tryon Road, Raleigh, NC 27603 O) 919.661.6351 F) 919.661.6350 www.tepgroup.net 0 H • ozaa H m m m y N mom^ a =gym y~j (� ^' p zmo O W 71 Q9 d��` y�J� LL N 0 N U W �=w m �ID- m =� _� —pf J% O O J o ■� �n� L ��a a ✓� J p �a o .' ; w iii — �'Y J S°o m WLu Q cnz w o - � wJ BREAKLINE ,� \�11, \ I -- -'--- ��� iIV -- l,\ �e lam\ w ------------------- V to %it V � / I - 1 u r /l d�xw "' / V ROHW-���-'� R W _=c___OHW.___ __-=OHW 7 WEST MAIN STREET WIDTH PUBLIC RIW)', (VARIABLE Q RR �Ja � I oQ� � r ul O < o� a o } oao u WI W � O ow a Q) w ~ z =m o U) H m m m y N mom^ a =gym y~j (� ^' p zmo O W 71 Q9 d��` J J LL N �=-I��D sti°oO - aJ W m w m o 6, cnz w o - � wJ - 1 1 1 Or, 1 I I I h `� I /0 _____-ice oz9 - I --_ - - _________ _ \ 111 i i ___� - I O cn O m" ---__-_ - � � r cn ai r V> I/ z Q[Wiiw�0IIQQ� O O I1111=ow o 1 o o�oro Oz x�wo/ o CJ Oj Ia00Qw Qiw oQ zOQ0 /� U aII W �>o �+ LUBREAKLINE il / -- -- z m i - A- W F^i zoo — 7 d��� �' ti0 w w J J w w w �zo N �_� o N w_ z a�� o �= m .w �zz� r _a m 2=- w 1 COy'YO J ■� �nF�n oLu W mc=in aov - � w4 � a a a a a Li in o N N -> i / i i i i i o i i \ A v / Iw u------------ - - II ---__r ----- ----- ------------ ---------- ol x wQo ---------- r - --------------- I-_ - - - wow w� z ,62 ------- i'- _,_------ F ¢ _ w O o w ---------____-_-_-__d ¢ 0 L -_-__-_ ---------i- 0 z m a ----- r- ----- - _ I � dO- z w r w oLL00 ��.� -__- 111 -� I / o.O SZ 0-,Oz l a IT w w a 1 1 ao 2i zoo zoo z ❑��� QaQ� - =It ... 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TOWER ELEVATION SHOWN FOR REFER[ VERIFY ACTUAL TOWER DESIGN & LO TOWER DRAWINGS FROM MANUFACTURI PASSING STRUCTURAL ANALYSIS CONSTRUCTION. 0'-0"± (REFERENCE) T/GRADE TOWER ELEVATION SCALE: 1" = 20' EE ANTENNAS. VERIFY MOUNT, dUTHS, AND COAX WITH ND STRUCTURAL TO CONSTRUCTION AS BY MONOPOLE TOWER 0 20 40 SCALE IN FEET In S N S O A 0- C N N r U A U r m D D y Z O Z _=A W m A rn m K a o m N o � � o q-n �nti� ��i.,�. _ a yoA m o om �^ n O Otr �o Am rn r n o�oT Ul G�+ z �_<� m m zz cza < K Z K m 0 A H m� m 0 Ivey, JoAnn T From: towernotifyinfo@fcc.gov Sent: Friday, January 15, 2021 3:07 AM To: Ivey, JoAnn T Cc: tcnsweekly@fcc.gov Subject: NOTICE OF ORGANIZATION(S) WHICH WERE SENT PROPOSED TOWER CONSTRUCTION NOTIFICATION INFORMATION - Email ID #7513936 Dear Applicant: Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this electronic mail message is to inform you that the following authorized persons were sent the notification that you provided through TCNS, which relates to your proposed antenna structure. The information was forwarded by the FCC to authorized TCNS users by electronic mail and/or regular mail (letter). We note that the review period for all parties begins upon receipt of the Submission Packet pursuant to Section VILA of the NPA and notifications that do not provide this serve as information only. Persons who have received the notification that you provided include leaders or their designees of federally -recognized American Indian Tribes, including Alaska Native Villages (collectively "Tribal Nations"), Native Hawaiian Organizations (NHOs), and State Historic Preservation Officers (SHPOs). For your convenience in identifying the referenced Tribal Nations and NHOs and in making further contacts, the City and State of the Seat of Government for each Tribal Nation and NHO, as well as the designated contact person, is included in the listing below. We note that Tribal Nations may have Section 106 cultural interests in ancestral homelands or other locations that are far removed from their current Seat of Government. Pursuant to the Commission's rules asset forth in the Nationwide Programmatic Agreement for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission (NPA), all Tribal Nations and NHOs listed below must be afforded a reasonable opportunity to respond to this notification, consistent with the procedures set forth below, unless the proposed construction falls within an exclusion designated by the Tribal Nation or NHO. (NPA, Section IV.F.4). The notification that you provided was forwarded to the following Tribal Nations and NHOs. A Tribal Nation or NHO may not respond until a full Submission Packet is provided. If, upon receipt, the Tribal Nation or NHO does not respond within a reasonable time, you should make a reasonable effort at follow-up contact, unless the Tribal Nation or NHO has agreed to different procedures (NPA, Section IV.F.5). In the event a Tribal Nation or NHO does not respond to a follow-up inquiry, or if a substantive or procedural disagreement arises between you and a Tribal Nation or NHO, you must seek guidance from the Commission (NPA, Section IV.G). These procedures are further set forth in the FCC's Second Report and Order released on March 30, 2018 (FCC 18-30). 1. THPO Officer Garrie Kills a Hundred - Flandreau Santee Sioux Tribe - 603 W. Broad Avenue (PO Box: 283) Flandreau, SD -garrie.killsahundred@FSST.org - 605-997-3891 (ext: 1240) - electronic mail and regular mail 2. THPO Noah C White III - Prairie Island Indian Community - 5636 Sturgeon Lake Road Welch, MN - celltower@piic.org - 651-385-4175 -electronic mail If the applicant/tower builder receives no response from the Prairie Island Indian Community within 30 days after notification through TCNS, the Prairie Island Indian Community has no interest in participating in pre -construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Prairie Island Indian Community in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. 3. Gwen Terrapin - Cherokee Nation - (PO Box: 948) Tahlequah, OK - historicpreservation@cherokee.org; gwen- terrapin@cherokee.org - 918-772-4165 - electronic mail Exclusions: Please email all review documents for FCC Form 620/621 (i.e. archeologist report, photos, SHPO response, etc.) to historicpreservation@cherokee.org or gwen-terrapin@cherokee.org. You may also mail a cover letter and a CD or flash drive containing the review documents and FCC forms to: Cherokee Nation: Attn: Gwen Terrapin, PO Box 948, Tahlequah, OK 74465. Should you have any questions, please do not hesitate to email or call 918.772.4165. Wado, Cherokee Nation 4. Cell Tower Coordinator Kelly Nelson - Eastern Shawnee Tribe of Oklahoma - 70500 East 128 Road Wyandotte, OK - celltower@estoo.net - 918-238-5151 (ext: 1861) - regular mail Exclusions: DO NOT EMAIL DOCUMENTATION; it will be deleted without being opened. Submit one printed color copy by US postal mail or other parcel carrier of all documentation to: Eastern Shawnee Tribe Attn: CellTower Program 70500 E. 128 Rd. Wyandotte, OK 74370 Provide a 1-page cover letter with the following information: a. TCNS Number b. Company Name c. Project Name, City, County, State d. Project type e. Project coordinates f. Contact information The Eastern Shawnee Procedures document is available and highly recommended for guidance; send an email to celltower@estoo.net requesting our most current copy. 5. Cell t Kim Jumper - Shawnee Tribe - 29 South 69A Highway Miami, OK - tcns@shawnee-tribe.com - 918-542- 2441 - electronic mail 6. THPO and Executive Director Dr. Wenonah G Haire - Catawba Indian Nation - 1536 Tom Steven Road CIN- THPO Rock Hill, SC - Wenonah.Hai re@catawba.com; Caitlin.Rogers@catawba.com - 803-328-2427 (ext: 224) - regular mail Exclusions: Please do not email documentation; it will be deleted without being opened. Mail one printed color copy of all documentation to address: Dr. Wenonah G. Haire Tribal Historic Preservation Office 1536 Tom Steven Road Rock Hi I I, SC 29730 Please submit by US Postal mail or other parcel carrier complete information for all telecommunication projects: 1. Please provide 1 page cover letter with following information a. TCNS Number Company Name Project Name, City, County, State Project Type Project coordinates Contact information 2. We also request photographs of project area, previous land use history and copy of SHPO Letter. If you have any questions about our process or timeline of project notifications you can email Caitlin Rogers at Caitlinh@ccpperafts.com The notification that you provided was also forwarded to the following SHPOs in the State in which you propose to construct and neighboring States. The information was provided to these SHPOs as a courtesy for their information and planning. You need make no effort at this time to follow up with any SHPO that does not respond to this notification. Prior to construction, you must provide the SHPO of the State in which you propose to construct (or the Tribal Historic Preservation Officer, if the project will be located on certain Tribal lands), with a Submission Packet pursuant to Section VILA of the NPA unless the project is excluded from SHPO review under Section III D or E of the NPA. 7. Environmental Review Coordinator Renee GledhillEarley - NC State Historic Preservation Office - 4617 Mail Service Center Raleigh, NC - renee.gledhill-earley@ncmail.net - 919-733-4763 - electronic mail 8. Deputy SHPO David Brook - Historic Preservation Office - 4610 Mail Service Center Raleigh, NC - david.brook@ncmail.net - 919-807-7283 - electronic mail TCNS automatically forwards all notifications to all Tribal Nations and SHPOs that have an expressed interest in the geographic area of a proposal. However, if a proposal for PTC wayside poles falls within a designated exclusion, you need not expect any response and need not pursue any additional process with that Tribal Nation or SHPO. In addition, a particular Tribal Nation or SHPO may also set forth policies or procedures within its details box that exclude from review certain facilities (for example, a statement that it does not review collocations with no ground disturbance; or that indicates that no response within 30 days indicates no interest in participating in pre -construction review). Please be advised that the FCC cannot guarantee that the contact(s) listed above have opened and reviewed an electronic or regular mail notification. If you learn that any of the above contact information is no longer valid, please contact the FCC by emailing tcnshelp@fcc.gov. The following information relating to the proposed tower was forwarded to the person(s) listed above: Notification Received: 01/07/2021 Notification ID: 224875 Excluded from SHPO Review: No Tower Owner Individual or Entity Name: Verizon Wireless Consultant Name: JoAnn Ivey Street Address: 2105 Newpoint Place Suite 600 City: Lawrenceville State: GEORGIA Zip Code: 30043 Phone: 770-623-0755 Email: joann.ivey@terracon.com Structure Type: MTOWER - Monopole Latitude: 35 deg 15 min 26.9 sec N Longitude: 80 deg 26 min 54.6 sec W Location Description: 1714 W. Main Street City: Locust State: NORTH CAROLINA County: STANLY Detailed Description of Project: Proposed construction of a 199' monopole telecommunications tower Ground Elevation: 188.8 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 249.5 meters above mean sea level If you have any questions or comments regarding this notice, please contact the FCC using the electronic Help Request form located on the FCC's website at: https://urldefense.com/v3/_https://www.fcc.gov/wireless/available-support- services_;!!JrcugBw_IQ!xHa2ARZtX6KugmAyYtUOliFhaKuScGgYj95ptmCLxhoouYwo0wH4lYrV71QZrLHL3A$ You may also call the FCC Support Center at (877) 480-3201 (TTY 717-338-2824). Hours are from 8:00 a.m. to 6:00 p.m. Eastern Time, Monday through Friday (except Federal holidays). To provide quality service and ensure security, all telephone calls are recorded. Thank you, Federal Communications Commission January 8, 2021 Locust Planning and Zoning Scott Efird, Planning/Zoning Director P.O. Box 190 Locust, NC 28097 704-888-5260 sefird@locustnc.com Irerracon RE: Invitation to Comment as a Consulting Party on a Proposed Telecommunications Tower Site Name: Red Bridge — South Central Oil — C Site Number: 616126387 Terracon Project Number: 492071370A Address: 1714 W. Main Street City, County, State: Locust, Stanly County, NC 28097 Lat/Long: 35' 15' 26.90" N, 80' 26' 54.63" W Proposed Lease Area: 10,000 square feet Proposed Tower Height: 199 feet Tower Type: Monopole To Whom It May Concern: On behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless (Verizon Wireless), Terracon is writing to invite your comment on the effect of the above -referenced project on historic resources within the project's Area of Potential Effects (APE). We are requesting your review pursuant to Section 106 of the National Historic Preservation Act, the Advisory Council on Historic Preservation's regulation for compliance with Section 106, and the Nationwide Programmatic Agreement on the Collocation of Wireless Antennas (adopted March 16, 2001), and the Nationwide Programmatic Agreement effective March 7, 2005. Field assessment for both historic properties and archaeological sites will be conducted and a determination will be made of the project's direct and indirect effects on eligible properties. Consulting parties are invited to provide information concerning historic or archaeological properties already listed in the National Register or that could be eligible for listing in the National Register. We welcome your comments regarding the effect of the tower on historic resources that may be eliaible for the National Reaister of Historic Places. If you would like to comment, please respond to this letter within 30 days of its receipt. Thank you for your response on this matter. If you have any questions, please do not hesitate to call. If you wish to respond by email, I may be reached atjoann.ivey@terracon.corr and 770-623-0755. Sincerely, JoAnn Ivey Senior Staff Scientist Attachment: Project Location Map with APE Terracon Consultants, Inc. terracon.com 2105 Newpoint Place, Suite 600, Lawrenceville, Georgia 30043 P 770.623.0755 4040 Royal Drive, Suite 100, Kennesaw, Georgia 30144 P 770.924.9799 January 8, 2021 Locust Historical Society and Museum 2884 Officer Jeff Shelton Park Dr. Locust, NC 28097 (704) 351-9476 billtucker@locustmuseum.com Irerracon RE: Invitation to Comment as a Consulting Party on a Proposed Telecommunications Tower Site Name: Red Bridge — South Central Oil — C Site Number: 616126387 Terracon Project Number: 492071370A Address: 1714 W. Main Street City, County, State: Locust, Stanly County, NC 28097 Lat/Long: 35' 15' 26.90" N, 80' 26' 54.63" W Proposed Lease Area: 10,000 square feet Proposed Tower Height: 199 feet Tower Type: Monopole To Whom It May Concern: On behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless (Verizon Wireless), Terracon is writing to invite your comment on the effect of the above -referenced project on historic resources within the project's Area of Potential Effects (APE). We are requesting your review pursuant to Section 106 of the National Historic Preservation Act, the Advisory Council on Historic Preservation's regulation for compliance with Section 106, and the Nationwide Programmatic Agreement on the Collocation of Wireless Antennas (adopted March 16, 2001), and the Nationwide Programmatic Agreement effective March 7, 2005. Field assessment for both historic properties and archaeological sites will be conducted and a determination will be made of the project's direct and indirect effects on eligible properties. Consulting parties are invited to provide information concerning historic or archaeological properties already listed in the National Register or that could be eligible for listing in the National Register. We welcome your comments regarding the effect of the tower on historic resources that may be eliaible for the National Reaister of Historic Places. If you would like to comment, please respond to this letter within 30 days of its receipt. Thank you for your response on this matter. If you have any questions, please do not hesitate to call. If you wish to respond by email, I may be reached atjoann.ivey@terracon.com and 770-623-0755. Sincerely, JoAnn Ivey Senior Staff Scientist Attachment: Project Location Map with APE Terracon Consultants, Inc. terracon.com 2105 Newpoint Place, Suite 600, Lawrenceville, Georgia 30043 P 770.623.0755 4040 Royal Drive, Suite 100, Kennesaw, Georgia 30144 P 770.924.9799 `I~heStanlyNews `� www_thesnaponline _com The Stanly News & Press, P.O. Box 488, Albemarle, NC 28002 AFFIDAVIT OF INSERTION ------- DATE: I / 17 / oiDal NORTH CAROLINA, STANLY COUNTY AFFIDAVIT OF PUBLICATION Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified and authorized by law to administer oaths, personally appeared; B.J. Drye, who being first duly sworn, deposes and says; that he is Editor/Office Manager of a newspaper known as THE STANLY NEWS & PRESS, published, issues and entered as second class mail in the town of Albemarle, in said County and State; that he is authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in THE STANLY NEWS & PRESS on the dates specified on the copy attached and that the said newspaper in which such notice, paper, document or legal advertisement was published was, at the time of each and every such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 or the General Statures of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statures of North Carolina. No.1173150 PUBLIC IIQTICE. Cellco Pirtnershipand its con- trolled affiliates doing business as Verizon Wireless, ;(Verizon Wireless} is proposing td build a 199 foti, . Monopole j°Tetecbmmu- ons nicatiTgwer located at. 1714 W. Mam.:'Street L66vi t..-`Stanly Pub- IN propertlesrrrsay.be submitted with- in 30 days from "the date, of this publication to J. Ivey, .Tb.rracon, 2105 N6%vpoint Place; Suite 600, Lawrenceville GA 30043; 770- 823 0755 ;: Joann i ey�t cnir. Reference ferracon':Pr€)ject 5a.49207670A Publish: January 1,7,202.1. Sworn to and subscribed to before me this day of Y , 20 I S,P,N I IC th/o`'`%, \I\J B.J. Drye (Editor/ ace Managers rPublic Su"�an C Wolf, Notary Pu ication Rowanowan County — (General Manager My Co mi sion t > t s�ammission expires —November 30 2024) =.,�0 \ �, Red Bridge — South Central Oil - C FUZE ID # 616126387 AREAS OF POTENTIAL EFFECTS A. Direct Effects The direct APE was determined to be the 10,000 square -foot tower compound, proposed utility easements and proposed access road. B. Visual Effects The proposed tower will be approximately 199 feet in overall height. Therefore, an APE for visual effects for this project was set at a 0.5-mile radius from the proposed tower. The determination of the APE was based on the type and height of the proposed tower, the general topography, and the vegetative buffering in the vicinity of the proposed tower. terra con. com Environmental ■ Facilities I rerracon ! Genteehnical ! Materials Irerracon ABSTRACT Report Title: Phase I Archaeological Survey for the Red Bridge — South Central Oil Telecommunications Project Site Name: Terracon Project No. Address: City, County, State: Lat/Long: UTM Coordinates Proposed Lease Area: Proposed Tower Height Tower Type: Topo Quad Name/Date: Direct Effects APE Visual Effects APE: Red Bridge South Central Oil 492071370A 1714 West Main Street Locust, Stanly County, North Carolina 35° 15' 26.90" N / 80° 26' 54.63" W E550197, N3896190 (NAD 83) Approximately 10,000 square feet 199 feet Monopole Stanfield, NC (1973) USGS 7.5-Minute Quadrangle Lease Area and Access Road 0.5 mile On behalf of our client, Terracon Consultants, Inc. (Terracon) conducted an archaeological survey for the proposed Red Bridge — South Central Oil telecommunications site. The fieldwork was performed on January 21, 2021. Based on this fieldwork there are no historic properties within the area of potential effects (APE) for direct effects. No further work is recommended at this time. Irerracon TABLE OF CONTENTS 1.0 Project Information...................................................................................................................1 2.0 Project Description...................................................................................................................1 3.0 Records Review........................................................................................................................ 4 4.0 Environmental Context.............................................................................................................4 5.4 Survey Methods and Results....................................................................................................4 6.4 Summary and Recommendations............................................................................................6 Appendix A — Resumes of Key Personnel............................................................................................ 7 Phase I Archaeological Survey Irerracon Red Bridge — South Central Oil ■ Stanly County, North Carolina January 26, 2021 ■ Terracon Project No. 49207B70A 1.0 PROJECT INFORMATION Terracon Consultants, Inc. (Terracon) understands that the client is proposing to develop a telecommunications site with associated equipment enclosures under the following specifications: Site Name: Terracon Project Number: Address: City, County, State: Lat/Long: Proposed Lease Area: Proposed Tower Height: Tower Type: Access Road Topo Quad Name/Date: Direct Effects APE: Visual Effects APE: Red Bridge — South Central Oil 49207B70A 1714 West Main Street Locust, Stanly County, North Carolina 35° 15' 26.90" N / 80° 26' 54.63" W Approximately 10,000 square feet (100 ft. x 100 ft.) 199 feet Monopole Approximately 800 ft. x 30 ft. Stanfield, NC (1973) USGS 7.5-Minute Quadrangle Lease Area and Access Road 0.5 mile Federal Communications Commission (FCC) regulations require that the client consider the effects of the proposed undertaking on historic properties in compliance of the National Programmatic Agreement (NPA) for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission (Nationwide PA [FCC 04- 222]) and Section 106 of the National Historic Preservation Act of 1966, as amended (NHPA). In partial fulfillment of these requirements, Terracon conducted a Phase I archaeological survey for the proposed project. The goal of the survey was to determine if NRHP-eligible or NRHP-listed historic properties are located within the area of potential effects (APE). The APEs for direct and visual effects for this project are summarized in the above table. 2.0 PROJECT DESCRIPTION The client is proposing to construct a telecommunications tower located near 1714 West Man Street in the City of Locust, Stanly County, North Carolina (Figure 1). The site is located west of 1714 West Main Street at geographic coordinates: Latitude 35.207472, Longitude-80.448508 (UTM Zone 17S E550197, N3896190). The proposed tower will be situated within a 10,000- square foot lease area (Figure 2). A new approximately 800-foot long by 30-foot wide access road and utility easement will also be constructed (Figure 3). J - '' • f � ►fir. _ � r-`�� ���� �, - _ ., r 1 i see - f N ■ ■ r -file; 00 r 00 Miles p � T 0 0.1 0.2 0.4 Copyri,gt, 2013 a, ional Geographic Society, i-cubed Figure 1. Project area and 0.5-mile visual APE. Base Map: Locust, NC (1981) 7.5' USGS topographic quadrangle. Proposed Tower Location L _ 0.5-mile Visual APE E S Project No.492071370A Date: January 2021 Drawn By: KLB Reviewed By: BGG Irerracon USGS TOPOGRAPHIC MAP Figure RED BRIDGE - SOUTH CENTRAL OIL 521 Clemson Rd. Columbia, SC STANLY COUNTY, NORTH CAROLINA PH. (803) 741-9000 terracon.com .. t�•h� 4�S f: of �`� '` � �+� ,!S `.�� �'' IF ".�'i�l �/� 1 Phase I Archaeological Survey Irerracon Red Bridge — South Central Oil ■ Stanly County, North Carolina January 26, 2021 ■ Terracon Project No. 49207B70A 3.0 RECORDS REVIEW Prior to fieldwork, a records review was conducted on January 25, 2021, by Courtney Page at the Office of State Archaeology (OSA) in Raleigh. Based on this research, no archaeological sites have been recorded within 0.5 mile of the proposed project. 4.0 ENVIRONMENTAL CONTEXT The project area is situated in the Piedmont physiographic province and falls within the Rocky River portion of the Pee Dee River drainage basin. The closest natural water source is an unnamed tributary of Bill Branch located approximately 110 meters south of the project area (Figure 1). Topography across the project area is moderately sloping, with elevations ranging from around 620 to 630 feet above mean sea level (AMSL). Vegetation in the project area consists of mixed pines and hardwoods. At the time of the archaeological survey, surface visibility was negligible in the proposed lease area and along the proposed access road. A pedestrian survey was not possible except to look for above -ground remains such as chimney falls or earthworks (Figures 2 and 3). Soils in the project area are composed of well drained Badin channery silt loam formed from residuum weathered from metavolcanics or argillite (NRCS Web Soil Survey). 5.0 SURVEY METHODS AND RESULTS An archaeological survey of the direct APE was performed on January 21, 2021, by Archaeologist Lauren Bagwell, M.A. Five shovel tests were excavated in the proposed lease area (one in each corner and one in the center) and another nine shovel tests were excavated at 30-meter intervals along the proposed access road (Figure 4). Because of the minimal surface visibility, no formal pedestrian survey was conducted except to search for above -ground remains such as chimney falls or earthworks. Each shovel test was at least 30 cm in diameter and excavated to 80 cm below surface (cmbs) or until culturally sterile subsoil, the water table, bedrock, or an impenetrable obstacle was encountered. Soil from the shovel tests was screened through 1/4-inch wire mesh and artifacts, if encountered, were placed in plastic bags containing the appropriate project and provenience information. Information for each shovel test regarding artifact content, shovel test depth, soil texture and color (using the Munsell soil color chart), and other relevant environmental factors were kept in a field journal. A total of 14 shovel tests, ranging from 27-40 cm deep, was excavated. A typical soil profile consisted of approximately 15 cm of very dark yellowish brown (10YR 4/4) silty clayey loam, followed by 5 cm (15-20 cmbs) of strong brown (7.5YR 5/6) clayey loam, overlying 17+ cm (20- 37+ cmbs) of yellowish red (5YR 5/6) and red (2.5YR 4/6) mottled loamy clay and saprolitel (Figure 5). As a result of the survey, no archaeological or aboveground historic resources were found within the direct APE. 4 ,reject MWr. Project No Site Map Figure Irerracon KLB ASSH SHOWN g Drawn By. Scale. MAD AS SHOWN T Consulting Engineers and Scientists checked By. File No. Red Bridge Tower Site A . 521 CLEMSON ROAD COLUMBIA, SC 29229 Approved By. KLB Date49207B70A 4 Stanley County, NC PH.(803) 7419000 FAX(803)741990 BGG January 2020 Phase I Archaeological Survey Irerracon Red Bridge — South Central Oil ■ Stanly County, North Carolina January 26, 2021 ■ Terracon Project No. 49207B70A Figure 5. Representative soil profile, STP 1. 6.0 SUMMARY AND RECOMMENDATIONS The client is proposing to construct a wireless telecommunications facility at the site. Based on the background research and field survey there are no archaeological or aboveground historic resources in the direct APE. Therefore, Terracon recommends a finding of no historic properties affected within the APE for direct effects. In the event that archaeological materials are encountered prior to or during construction, coordination should occur with the appropriate consulting parties. Archaeological materials consist of any items 50 years or older that were made or used by humans. These items can include stone tools (e.g., arrowheads, spearpoints, scrapers, etc.), ceramic sherds, bricks, worked wood, bone or stone, metal and glass objects, and human skeletal remains. These materials may be present on the ground surface and/or under the ground. C Phase I Archaeological Survey Irerracon Red Bridge — South Central Oil ■ Stanly County, North Carolina January 26, 2021 ■ Terracon Project No. 49207B70A APPENDIX A - RESUMES OF KEY PERSONNEL 7 William Green, M.A., R.P.A. PRINCIPAL/DEPARTMENT MANANGER NATURAL AND CULTURAL RESOURCES EDUCATION Ph.D. Candidate (ABD), Anthropology, State University of PROFESSIONAL EXPERIENCE New York at Albany, 1996 Mr. Green is a Principal of Terracon and a Department Manager for Natural and Cultural Resources in Terracon's Columbia, South Carolina office. Mr. Green has over 30 years of M.A., Anthropology/Public Service Archaeology, University of South experience conducting cultural resource projects in the eastern U.S. and has been involved with Carolina, Columbia, 1991. more than 900 projects since beginning his career in 1987. His job responsibilities include the management and execution of cultural resource projects, including Reconnaissance and Phase B.A., Anthropology and Sociology, Queens College, City University of I Surveys, Phase II Evaluative Testing, and Phase III Data Recovery Projects. Mr. Green is also New York, 1988. responsible for preparing agreement documents, Native American consultation, agency coordination, and helping to prepare educational and public displays. CERTIFICATIONS Register of Professional Archaeologists (formerly SOPA), 1996 SELECTED PROJECT EXPERIENCE HYDROELECTRIC PROJECTS AFFILIATIONS Society for American Archaeology Parr Hydroelectric Project (FERC Project No. 1894) - Fairfield & Newberry Counties, SC Project Manager and Principal Investigator for the Parr Hydroelectric Project. Conducted an Southeastern Archaeology Conference initial Historic and Archaeological Resources Study, tribal consultation•, Phase II archaeological WORK HISTORY testing, and preparation of a Historic Properties Management Plan (HPMP) for the relicensing of Terracon Consultants, Inc., Principal / a hydroelectric facility in Fairfield and Newberry Counties, South Carolina. The project area Dept. Manager, Natural and Cultural consists of the Parr Shoals Development, which impounds approximately 4,400 acres along the Resources 2014-Present Broad River and its tributaries, and the Fairfield Pumped Storage facility, which impounds Arrowstone Consulting Solutions, Monticello Reservoir and covers approximately 6,800 acres. LLC - Vice President/Owner 2014 Professional Services Completed: Current S&ME - Principal Archaeologist and Terracon Fee: $60,000 Cultural Resources Department Manager 2006-2013 Millville Hydroelectric Project (FERC Project No. 2343) - Jefferson County, WV TRC Environmental Corporation Co -Project Manager and Co -Author for the Millville Hydroelectric Project located in Jefferson Program/Branch Manager, County, West Virginia. Conducted a Historic Resources Study of the Millville Hydroelectric Archaeology 2000-2006 facility, an unmanned, run -of -river generating facility that included the Millville dam, a reinforced South Carolina Department of concrete intake structure, a headrace, a powerhouse with a masonry foundation and brick Archives and History/State Historic superstructure, and a tailrace. Preservation Office - Staff Archaeologist, GIS Coordinator and Professional Services Completed: 2014 Native American Consultation Coordinator 1998-2000 *London/Marmet and Winfield Hydroelectric Projects (FERC Project Nos. 1175 and 1290) University of South Carolina - — Kanawha and Putnam Counties, WV Instructor, Dept. of Anthropology Project Manager and Principal Investigator for the London/Marmet and Winfield 1999 Hydroelectric Projects. Conducted Phase I cultural resource surveys and Louis Berger and Associates, Inc. — prepared Historic Properties Management Plans (HPMP) for Appalachian Archaeologist/Principal Investigator Power Company's relicensing of the London/Marmet and Winfield Hydroelectric Projects in 1996-1998 Kanawha and Putnam counties, West Virginia. Project area included three hydroelectric State University of New York at facilities along the Kanawha River near Charleston. Albany- Research Assistant/Co- Professional Services Completed: 2010 Project Director for the United State Military Academy Cultural Resource Management Project 1995 *Claytor Hydroelectric Project (FERC Project No. 739) - Pulaski County, VA Project Manager and Principal Investigator for a Phase I Survey, Phase II Testing, and Phase III State University of New York at Mitigation efforts for Appalachian Power Company's Claytor Hydroelectric Project in Pulaski Albany- Teaching Assistant, Dept. of Anthropology 1993-1994 County, Virginia. Investigation included 101 miles of shoreline and eight islands in Claytor Lake. Professional Services Completed: 2010 New York State Museum - Cultural Education Specialist 1992-1994 Saluda Hydroelectric Project (FERC Project No. 516) — Lexington, Newberry, Richland Indiana University of Pennsylvania — and Saluda Counties, SC Instructor/Field Supervisor 1992 Project Manager and Principal Investigator for the Saluda Hydroelectric Project. Conducted Savannah River Archaeological reconnaissance (Stage 1) and intensive (Stage 11) cultural resources surveys, prepared survey Research Program, South Carolina plans and a Historic Properties Management Plan (HPMP), and provided consultation services Institute of Archaeology and for SCE&G's relicensing of the Saluda Hydroelectric Project located in Lexington, Newberry, Anthropology -Archaeologist 1990- 1992 William G. Green, M.A., R.P.A. (continued) Richland, and Saluda Counties, South Carolina. Project area included approximately 620 miles of shoreline and 125 islands in Lake Murray. Professional Services Completed: 2008 ARCHAEOLOGICAL DATA RECOVERY PROJECTS Yellow House Creek — Berkeley County, SC Project Manager and Principal Investigator for archaeological data recovery excavations at sites 38BK1800, 38BK1801, and 38BK1803/1804 at the Yellow House Creek Borrow Site located on Daniel Island in Berkeley County, South Carolina. Occupations ranged from the Middle Paleoindian Period through early Nineteenth Century. Conducted on behalf of the South Carolina Ports Authority Professional Services Completed: Current Terracon Fee: $915,000 Riverlights Development — New Hanover County, NC Project Manager and Co -Principal Investigator for archaeological data recovery excavations at sites 31 NH750, 31 NH752, 31 NH755/755**, and 31 NH761, and supplementary Phase II testing at site 31 NH760 located along the Cape Fear River in Wilmington, North Carolina. Sites contained Early Archaic through Nineteenth Century components. Conducted on behalf of Newland Communities, Inc., Wilmington, North Carolina. Professional Services Completed: 2017 Terracon Fee: $670,000 CULTURAL RESOURCE SURVEY AND TESTING PROJECTS River Neck to Kingsburg 16-inch Gas Main Extension — Florence Co., SC Project Manager and Principal Investigator for a Phase I cultural resources survey of approximately 14.5 miles and Phase 11 testing of four archaeological sites at the proposed River Neck to Kingsburg gas main extension in Florence County, South Carolina. Conducted on behalf of Thomas & Hutton Engineering, Mt. Pleasant, South Carolina. Professional Services Completed: 2021 Terracon Fee: $90,000 University of South Carolina — Instructor, Dept. of Anthropology 1990 ADDITIONAL TRAINING FERC Environmental Review and Compliance for Natural Gas Facilities, 2018 Section 106: Agreement Documents, 2011 OSHA 10-hr. Construction Awareness Training, 2010 FERC Environmental Review and Compliance for Natural Gas Facilities, 2009 OSHA Excavation Safety/Competent Person Training, 2007 Section 106: Principals and Practice, 2006 FERC Environmental Report Preparation for Energy Projects, 2002 Section 106: Introduction to Section 106, 2001 OSHA Hazardous Communication Training, 1997 " Work performed prior to joining Terracon Highland 300 MW Solar Farm — Highland County, OH Project Manager and Principal Investigator for a Phase I survey of approximately 2,285 acres and Phase II testing of one archaeological site at the proposed Highland 300 MW Solar Farm in Highland County, Ohio. Conducted on behalf of Hecate Energy Highland, LLC,Chicago, Illiniois Professional Services Completed: 2021 Terracon Fee: $275,000 Shreveport to Atlanta Fiber Optic Line — Alabama, Mississippi, and Louisiana Project Manager and Principal Investigator for a Phase I cultural resources survey of the proposed 622-mile Shreveport to Atlanta Fiber Optic Line in Alabama, Mississippi, and Louisiana. Conducted on behaf of the Zayo Group, Atlanta, Georgia. Professional Services Completed: 2020 Terracon Fee: $42,500 Jasper County Solar Farm — Jasper County, SC Project Manager and Principal Investigator for reconnaissance and Phase I surveys of approximately 1,557 acres and Phase II testing of four archaeological sites at the proposed Jasper Solar Farm in Jasper County, South Carolina. Conducted on behalf of Moffett Solar I, LLC, Bluffton, South Carolina. Professional Services Completed: 2016 Terracon Fee: $174,000 it K. Lauren Bagwell, M.A. ARCHAEOLOGIST PROFESSIONAL EXPERIENCE Lauren is an Archaeologist with Terracon's Columbia, South Carolina office. She has worked as an Archaeologist since graduating with her Master of Arts degree in Forensic Anthropology from the Georgia State University in May 2020. Ms. Bagwell joined Terracon in July of 2020. Her job responsibilities include preparing reports, conducting archaeological field evaluations, and performing National Register evaluations for archaeological sites. Ms. Bagwell has worked on archaeological projects in Alabama, Georgia, South Carolina, and Tennessee. Ms. Bagwell's field experience includes Phase I surveys, Phase II evaluative testing, and excavation. PROJECT EXPERIENCE Selected Telecommunication Projects Lim Rock — Jackson County, Alabama Frankie A — Geneva County, Alabama Brandybuck — Tift County, Georgia Zebella — Pike County, Alabama Hollis — Coosa County, Alabama Hayden — Blount County, Alabama Highland Dam, Blount County, Alabama Killian Trail A — Farifield County, South Carolina Wingo — Davidson County, Tennessee Old Jones A — Putnam County, Tennessee Wirebridge B — Stephens County, Georgia Foxglove C — Stephens County, Georgia Hwy 35 — Cherokee County, Alabama Sally G — Chesterfield County, South Carolina Bud Ball — Washington County, Tennessee Henry - B — Coffee County, Alabama DT Flintville — Lincoln County, Tennessee Okalipo - C — Colquitt County, Georgia Knox - C — Florence County, South Carolina Tayven — Cherokee County, Georgia EDUCATION Master of Arts, Anthropology, Georgia State University, 2020 Bachelor of Arts, Anthropology - Archaeology, Georgia State University, 2017 WORK HISTORY Terracon Consultants, Inc., Field Scientist, 2020-Present * Work performed prior to joining Terracon. Cultural Resource Survey and Testing Projects Fox Squirrel Solar Project - Madison County, Ohio Archaeologist for a Phase II evaluative testing of a Mid to Late 191h century house site in Madison County, Ohio. Excavation Projects * Sugar Plantation - St. Croix, U.S. Virgin Islands Field technician for the excavation of a sugar plantation in St. Croix. * Tell EI-Hesi Field School — Quirat Gat, Israel Student for the excavation and data recovery of Tell El Hesi in Israel. Visual Effects Evaluation Site Name: Red Bridge — South Central Oil — C Terracon Project Number: 49207B70A Address: 1714 W. Main Street City, County, State: Locust, Stanly County, NC 28097 Lat/Lon : 35' 15' 26.90" N, 80' 26' 54.63" W Proposed Lease Area: Approximately 10,000 square feet SF Access Road: Approximately 30-foot by 960-foot access road extending south from the proposed tower compound to W. Main Street Proposed Support Structure Height: 195 feet Proposed Overall Tower Height With Appurtenances): 199 feet Tower Type: Monopole Ground Elevation: 619.39 feet APE for Visual Effects: 0.5 miles Federal Communications Commission (FCC) regulations require that Verizon Wireless consider the effects of the proposed undertaking on historic properties in compliance of the National Programmatic Agreement (NPA) for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission (Nationwide PA [FCC 04 222]) and the National Historic Preservation Act (NHPA), as amended. In fulfillment of these requirements, Terracon conducted a Visual Effects Evaluation for the proposed project. The goal of the survey was to determine if National Register of Historic Places (NRHP)-eligible or NRHP- listed historic resources are located within the area of potential effect (APE) for visual effects. The FCC requires that an SOI-qualified archaeologist be involved in any archaeological work for the FCC NEPA projects, including all phases of fieldwork, as well as evaluation of eligibility effects for archaeological sites. The FCC also requires a SOI-qualified historian or architectural historian be involved in any historic resources evaluation for FCC NEPA projects, including all field work, as well as determination of eligibility or effects on historic properties. The following individuals meet the above -listed criteria, and their CVs are attached in the submittals as proof of SOI PI qualifications for their respective fields: • Jonathan Brown, MHP, Architectural Historian Responsive ■ Resourceful ■ Reliable Visual Effects Evaluation Irerracon Red Bridge — South Central Oil — C Locust, NC January 19, 2021 Terracon Project No. 49207B70A Records Review An online review was conducted of the National Register of Historic Places (NRHP) and the National Historic Landmarks (NHL) databases to identify any listed historic resources within the applicable NPA- established visual APE of the tower (provided in site information table). Additional file review was conducted using the established State Historic Preservation Office (SHPO) protocols to identify resources that are either listed or eligible for listing on the NRHP. The records review identified five (5) previously recorded historic -age resources from the SHPO files within the APE for visual effects. Table 1. Summary of Previously Recorded Historic -Age Resources in the APE. Photo Resource Address Brief Description of Current Condition NRHP No. ID No. Status Brown Hill Road, Brown Hill AME Zion Church- 1-story frame gable -front church with brick veneer siding N/A ST0016 Locust, Stanly w/ inset porch. A breezeway connects to a Survey Only County NC fellowship hall NE corner of Monclair Drive and Liles -Barbee House N/A ST0034 Forest Drive, Locust, No Longer Extant Survey Only Stanly County NC N/A ST0046 SR 1200, Locust, Adam Tucker House Survey Only Stanly County NC W Main Street, N/A ST0809 Locust, Stanly 1-story side gable house w/ a inset, full- Survey Only County NC width porch & a rear addition W Main Street, 1-story side gable house w/ a partial -width, N/A ST0810 Locust, Stanly shed -roof porch supported by decorative Survey Only County NC iron posts & metal window awnings Survey Methods To comply with the National Historic Preservation Act of 1966, as amended (54 U.S.C. § 300101 et seq.) and FCC NPA requirements for documenting historic properties within the visual effects APE of the proposed telecommunications tower project, field investigations adhered to guidelines set forth in National Register Bulletin 15 — How to Apply the National Register Criteria for Evaluation and National Register Bulletin 22 — Guidelines for Evaluating and Nominating Properties that Have Achieved Significance Within the Past Fifty Years. The existing condition of the previously identified historic -age resources was evaluated and documented using standard survey forms and digital photography. Professional staff maintained clear field notes, sketches and field maps for use in the analysis of the fieldwork for the subject site(s), noting building/structure locations, distinctive landscape features, and other relevant non -archaeological resources. The following steps were undertaken to record the current condition of the three extant, previously - identified historic -age resources. Responsive ■ Resourceful ■ Reliable Visual Effects Evaluation Irerracon Red Bridge — South Central Oil — C Locust, NC January 19, 2021 Terracon Project No. 49207B70A 1. Documented the condition of physical character -defining features and other associative qualities according to the Seven Aspects of Integrity defined in National Register Bulletins 15, 18, 30, and 38, as applicable to each resource. Assessed physical changes that have occurred since the original construction of the resource. 2. Performed detailed photographic documentation to record potential adverse effects on the previously determined NRHP-eligible historic properties within the visual effects APE. This work included digital photography according to National Park Service (NPS) standards as defined in National Register Bulletin 23 and subsequent Photograph Policy Expansion in 2005 and Photograph Policy Update in 2008 and 2013. Digital photograph files were saved in JPEG format and meet minimum NPS resolution standards. A photo log was maintained for each recorded resource noting direction camera is facing for each photograph. a. A minimum of two photographs of the previously -identified historic -age resources, incorporating the primary facade and side elevations, were taken. b. For parcels with more than one resource on the site, multiple photographs illustrate buildings and structures and their overall relationship to each other. c. Photographs of views to the tower site from the historic -age resource and from the tower site to the historic -age resource were also undertaken. According to the National Register Bulletin 15: How to Apply the National Register Criteria for Evaluation, a property is eligible for listing if the following criteria are met (NPS 1997). The quality of significance in American history, architecture, archeology, engineering, and culture is present in districts, sites, buildings, structures, and objects that possess integrity of location, design, setting, materials, workmanship, feeling, and association, and: A. That are associated with events that have made a significant contribution to the broad patterns of our history; or B. That are associated with the lives of persons significant in our past; or C. That embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D. That have yielded or may be likely to yield, information important in prehistory or history. The physical integrity and associative qualities of the subject properties were evaluated according to the seven aspects of integrity. Integrity of historic properties is defined in National Register Bulletin 15 as: The ability of a property to convey its significance. To be listed in the NRHP, a property must not only be shown to be significant under the National Register criteria, but it must also have integrity. The evaluation of integrity... must always be grounded in an understanding of a property's physical features and how they relate to its significance. Survey Results The records review identified five (5) previously recorded historic -age resources from the SHPO files within the APE for visual effects. None have been determined eligible or listed in the NRHP. Responsive ■ Resourceful ■ Re.iabh Visual Effects Evaluation Irerracon Red Bridge — South Central Oil — C Locust, NC January 19, 2021 Terracon Project No. 49207B70A Recommendations The survey identified five previously recorded historic -age resources. None have been determined to be eligible or listed in the NRHP. As proposed, there are No Historic Properties within the APE. Therefore, no further work is recommended at this time. Sincerely, r Jonathan Brown, MHP Architectural Historian Principal Investigator Attachments: SHPO Map Aerial Photograph with visual APE Responsive ■ Resourceful ■ Reliable F1f�Wf ES y.4 EinEfas Tool c•, + ' ol ' •+ 'r r r J 1 Ir All do r'. O' I t It lit* • �rJ •M ri 713 owr..a � h' . arjoi6,0�.4 20 A L tA.� ZST0046-Adam Tucker House 0!d-Hick°�� n � � ST0034 Liles Barbee House �m 11 Red Bridge I Y one) AF, 0 C: 0. 1. rest -Dr ST0809-House � STo81 o-House '" r :W-Mai n-E ST0016-Brown Hill AME Zion Churcch nd cemete�,y� I t I r�ey-Drive Ar 'o o lste Ear h -- V., 2oao f N