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HomeMy WebLinkAbout20221494 Ver 1_401 Application_20221019Angela Petros ao jqqq pyq-/b From: Angela Petros Sent: Friday, September 9, 2022 9:26 AM To: 401 PreFile Subject: Project Pietryk NWP 39 Pre -Application Notice To Whom It May Concern, Atlas will be submitting an NWP 39 application for the Project Pietryk project. This project is in Salisbury (Rowan County) and is an Industrial project. Crow Holdings is the applicant. Angela Petros ATLAS Environmental, Inc. 338 S. Sharon Amity Road #411 Charlotte, NC 28211 (704) 965-1219 mobile www.atlasenvi.com Offices in Asheville and Charlotte i. Preliminary ORM Data Entry Fields for New Actions SAW-2022-02024 Prepare file folder 0 1. Project Name [PCN Form A2a]: Project Pietryk BEGIN DATE [Received Date]: Assign Action ID Number in ORM pi 2. Work Type: Private I I Institutional Government n Commercial I I 3. Project Description / Purpose [PCN Form B3d and B3e]: The project consists of an industrial development that includes one building, one SCM, loading docks (two sides of building), employee/visitor parking, trailer parking, and access roads. 4. Property Owner / Applicant [PCN Form A3 or A4]: Wilhelm, Elliott, Brown/Crow Holdings Mr. Chris Urquhar 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson 6. Related Action ID Number(s) [PCN Form B5b]: SAW-2022-02024 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]: 1465 Peeler Road Salisbury, NC 28146 35.607202° /-80.511166° 8. Project Location - Tax Parcel ID [PCN Form B1a]: 410 003, 410 034, and 406 024 9. Project Location — County [PCN Form A2b]: Rowan 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Salisbury 11. Project Information — Nearest Waterbody [PCN Form B2a]: Town Creek, 12-115-3 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Lower Yadkin, 03040103 Authorization: Section 10 I I Section 404 n Section 10 & 404 l l Regulatory Action Type: 1 Standard Permit Nationwide Permit # 39 n Regional General Permit # n Jurisdictional Determination Request _ Pre -Application Request Unauthorized Activity n Compliance IT No Permit Required Revised 20150602 -41111 TLI 1/aflONMENTAL US Army Corps of Engineers Raleigh Regulatory Field Office Attn: Mr. Chris Hopper 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 October 10, 2022 NC Division of Water Resources 401 and Buffer Permitting Unit Attn: Mr. Paul Wojoski 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: Project Pietryk — N 42.93 acres 1465 Peeler Road Salisbury, NC 28146 Nationwide Permit 39 Application Action ID: SAW-2022-02024 / DWR Project #: unassigned Chris/Paul: Atlas Environmental Inc. (Atlas) is submitting the enclosed package on behalf of Crow Holdings, Mr. Chris Urquhart for approval of a Nationwide Permit 39 verification for unavoidable impacts to Waters of the United States. Atlas Environmental completed a waters delineation on April 20, 2022. Atlas submitted an AM package to the Corps on August 20, 20220 for the three Rowan County parcels. There are two corps jurisdictional intermittent streams totaling 310 linear feet, two corps jurisdictional forested wetlands totaling 0.155 acre, and two non -corps jurisdictional isolated wetlands totaling 0.112 acre. The purpose of this project is for a single industrial building along with associated infrastructure. The enclosed permit application request is for wetland impacts W1 (0.127 acre) and W2 (0.027 acre). Impacts W1 and W2 are both permanent impacts as the wetlands are proposed to be filled. Impact S3 of 0.001 acre is for temporary impacts during construction and the pre-existing conditions of this wetland area will be restored after construction. Total wetland impacts (0.154 acre) exceed the threshold of 0.10 acre; thus mitigation will be required. The project area is within the Lower Yadkin HUC 8, so normal mitigation rates will apply. This project is Phase 2 of the Peeler Road and Pietryk Drive projects that were permitted earlier this year. The Corps 404, DWR 401, and DMS mitigation receipt for Phase 1 is included. Impacts totals for Phase 1 included 480 linear feet of permanent intermittent stream impact, 30 linear feet of temporary intermittent stream impact, 0.10 acre of permanent wetland impact, and 0.014 acre of temporary wetland impact. All tributaries within the review area drain to Town Creek which is classified by NC DWR as a Class C water. All streams within the review area (310 linear feet of intermittent stream) will be avoided. Both isolated wetlands (0.112 acre of wetland) will also be avoided. A retaining wall will be used to the South of both permanent wetland impacts to prevent downstream impacts. A cross drainage pipe will be installed allowing stormflow to the head of a stream from a Northeast drainage feature. This will allow for complete water retention in the stormwater A TLAS Environmental, Inc. 338 S. Sharon Amity Road, #411 Charlotte, North Carolina 28211 704-512-1206 (o) / 828-712-9205 (m) www.atlasenvi.com / Offices in Asheville and Charlotte VIRONMENTAL pond and prevents heavy stormflow into the lower section of the stream. The slopes will be reinforced to remain stable. The slopes are proposed at the steepest allowable to remain stable and obtain local grading plan approval. Suitable habitat does not exist on site for He/ianthus schweinitzii. However, based on the enclosed US FWS comment letter Atlas Environmental staff completed an additional survey for He/ianthus schweinitzii on September 08, 2022. No plants were observed. One single family residence within the review area has a regularly (weekly) maintained lawn. The field in the center portion of the review area is maintained to the edge of the tree line. The forested areas are mature thick hardwood trees with very little herbaceous vegetation due to the lower amount of sunlight that reaches the forest floor. Enclosed is a copy of the FWS comment letter. Enclosed is a copy of the NC Historic Preservation Office (HPO) Section 106 comment letter. Enclosed are the necessary permit application documents and additional information. Thank you for your attention to the enclosed request. Please contact me if you need any additional information. Best regards, Jennifer L Robertson, President irobertsonC 3atlasenvi.com ATLAS Environmental, Inc. 338 S. Sharon Amity Road, #411 Charlotte, North Carolina 28211 704-512-1206 (o) / 828-712-9205 (m) www.atlasenvi.com / Offices in Asheville and Charlotte Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing la. Type(s) of approval sought from the Corps: 10 Permit 0Section 404 Permit ❑ Section 1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ►1 No 1 d. Type(s) of approval sought from the DWQ (check all that apply): — Regular ❑ Non-404 Jurisdictional General Permit — Express ❑ Riparian Buffer Authorization ►ZI 401 Water Quality Certification ❑ 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: For the record only for Corps Permit: ❑ Yes ►1 No ❑ Yes ►i1 No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ►1 No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ►1 No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes 11 No 2. Project Information 2a. Name of project: Project Pietryk 2b. County: Rowan 2c. Nearest municipality / town: Salisbury 2d. Subdivision name: not a subdivision 2e. NCDOT only, T.I.P. or state project no: not a DOT project 3. Owner Information 3a. Name(s) on Recorded Deed: Coy and Joyce Wilhelm, Chris and Gina Elliot, and Peter and Carolyn Brown 3b. Deed Book and Page No. 570/ 0582, 1311/ 783 and 1380/ 724 3c. Responsible Party (for LLC if applicable): 3d. Street address: 415 Glover Road, 140 Crescent Heights Drive, and 1465 Peeler Road 3e. City, state, zip: Salisbury, NC 28146 3f. Telephone no.: 704-236-2440 3g. Fax no.: n/a 3h. Email address: curquhart@crowholdings.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: Mr. Chris Urquhart 4c. Business name (if applicable): Crow Holdings 4d. Street address: 4064 Colony Rd Suite 405 4e. City, state, zip: Charlotte, NC 28211 4f. Telephone no.: 704-236-2440 4g. Fax no.: 4h. Email address: curquhart@chindustrial.com 5. Agent/Consultant Information (if applicable) 5a. Name: Jennifer L Robertson 5b. Business name (if applicable): Atlas Environmental, Inc. 5c. Street address: 338 S. Sharon Amity Road #411 5d. City, state, zip: Charlotte, NC 28211 5e. Telephone no.: 704-512-1206 5f. Fax no.: no fax 5g. Email address: jrobertson@atlasenvi.com Page 2 of 10 PCN Form — Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 410 003, 410 034, and 406 024 1 b. Site coordinates (in decimal degrees): Latitude: 35.607202° Longitude: - 80.511166° 1 c. Property size: 42.93 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Town Creek 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: Lower Yadkin, 03040103 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Commerical, Farm Land, Heavily Forested, and Residential Development 3b. List the total estimated acreage of all existing wetlands on the property: 0.267 acre wetlands 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 310 linear feet 3d. Explain the purpose of the proposed project: The purpose is to develop an industrial distribution/warehouse logistics center that consists of one building that provides features and flexibility to attract a tenant(s). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves development of the three parcels into one industrial warehouse with associated infrastructure including trailer parking, employee parking, truck courts, access roads, and one storm water SCM. Typical construction equipment will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Yes ❑ No • Unknown Comments: AJD was submitted on August 30, 2022 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary ❑Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Jennifer Robertson, Austin Baggarley Agency/Consultant Company: Atlas Environmental Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. An AJD was submitted on August 30, 2022 Action ID #: SAW-2022-02024 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? • Yes No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ►1 Yes ❑ No 6b. If yes, explain. This project will constitute phase II of the overall development. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which ►Z� sections were completed below for your project (check all that apply): Wetlands ❑ Streams - tributaries ❑ Buffers • Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction Corps (404, 10) or DWQ (401, other) 2f. Area of impact (acres) W1 P Fill Seep Yes Corps 0.127 W2 P Fill Seep Yes Corps 0.027 W3 T Land Clearing Seep Yes Corps 0.001 W4 - Choose one Choose one Yes/No Corps W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total wetland impacts: 0.154 (P) / 0.001 (T) 2h. Comments: The temporary impacts will be restored once construction is complete. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ — non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 - Culvert - Corps S2 - Other (Type In) - Corps S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts: 3i. Comments: No impacts to streams are proposed. Page 4of10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number - Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts: 4g. Comments: No impacts to open water are proposed. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: No pond contruction is proposed. 5h. Is a dam high hazard permit required? ❑ Yes • No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a.Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer impact number- Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 - Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total buffer impacts: 6i. Comments: There are no state regulated stream buffers on site. Page 5 of 10 PCN Form - Version 1.4 January 2009 D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. All streams within the review area are propsed to be avoided (310 linear feet of intermittent stream). Two isolated wetlands will also be avoided. A retaining wall will be used to the South of both permanent wetland impacts to prevent downstream impacts. A cross drainage pipe will be installed allowing stormflow to the head of a stream from a Northeast drainage feature. This will allow for complete water retention in a stormwater pond and prevents heavy stormflow into the lower end of the stream. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Numerous steep graded slopes are being used to avoid additional stream and wetland impacts. The temporary wetland impact W3 will be restored after the construction process. 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? ►1 Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ►Z/ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? fee program Mitigation • Mitigation bank Payment to in -lieu • Permittee Responsible 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity none Quantity none Quantity none 3c. Comments: none 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: none linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): none square feet 4e. Riparian wetland mitigation requested: none acres 4f. Non -riparian wetland mitigation requested: none acres 4g. Coastal (tidal) wetland mitigation requested: none acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. not applicable Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ►1 No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 none none 3 (2 for Catawba) none Zone 2 none none 1.5 none 6f. Total buffer mitigation required: none 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). not applicable 6h. Comments: no comments Page 7 of 10 PCN Form — Version 1.4 January 2009 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? • Yes No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? >24% % 2b. Does this project require a Stormwater Management Plan? ►Z1 Yes ■ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: One SCM (storm water BMP) will be constructed. The plan is being approved locally. Stormflow from the Northeast drainage within the project area will be directed to a cross drainage pipe allowing for stormflow to the head of a stream. Stormwater runoff from the concrete parking area will be held in the stormwater pond (SCM). The pond will be constructed with a forebay and littoral shelves. 2e. Who will be responsible for the review of the Stormwater Management Plan? Rowan County 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Rowan County 3b. Which of the following locally -implemented stormwater management programs apply (check all that apply): ►5 Phase II RMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? ■ Yes ►i1 No 4. DWQ Stormwater Program Review 4a. Which of the following state -implemented stormwater management programs apply (check all that apply): • Coastal counties • HQW • ORW • Session Law 2006-246 • Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? • Yes ►1 No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ►/ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ►Z1 Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? • Yes ►ZI No 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? ❑ Yes • No 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: ❑ Yes ❑ No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? ❑ Yes ►Zi No 2b. Is this an after -the -fact permit application? ❑ Yes ►/ No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? ❑ Yes ►1 No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. sanitary sewer Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. WII this project occur in or near an area with federally protected species or habitat? • Yes ►1 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. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NCDENR Natural Heritage Program Map Viewer and GIS Layer; T&E report submitted to FWS; FWS comment letter enclosed; no suitable habitat exists on site; see permit application cover letter 6. Essential Fish Habitat (Corps Requirement) 6a. WiII this project occur in or near an area designated as essential fish habitat? • Yes e No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? https://www.fisheries. noaa. gov/resource/map/essential-fish-habitat-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 (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? • Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC HPO comment letters enclosed; SHPO had no comment 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? • Yes ►1 No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer, there is not a FEMA floodplain located on the project site Jennifer L Robertson Applicant/Agent's Printed Name J �7 l _ o�t IcD�G Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) 09/12/2022 Date Page 10 of 10 PCN Form — Version 1.4 January 2009 Project Name: Property Owner of Record: Contact Name: Address: Address: Phone/Fax Number: Email Address: Project Address: Project Address: Tax PIN: Signature: Date: AGENT AUTHORIZATION FORM U.S. Army Corps of Engineers, Wilmington District Attn: Mr. Scott McLendon, Chief, Regulatory Division PO Box 1890 Wilmington, North Carolina 28402-1890 -and- NC Division of Water Resources, Water Quality Program Wetlands, Buffers, Streams — Compliance and Permitting Unit Attn: Mr. Paul Wojoski, Supervisor 1617 Mail Service Center Raleigh, North Carolina 27699-1650 I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404 Wetlands subject to a permitting program administered by the State of North Carolina. Atlas Environmental Inc is authorized to provide supplemental information needed for delineation approval and/or permit processing at the request of the Corps or NC DWR Water Quality Program. Project Pietryk Coy and Joyce Wilhelm, Chris and Gina Elliott and Peter and Carolyn Brown Mr. Chris Urquhart 4064 Colony Rd Suite 405 Charlotte, NC 28211 704-236-2440 curquhart@crowholdings.com 1465 Peeler Road Salisbury, NC 28146 5657-01-17-5739, 5657-01-18-1382, and 5657-01-09-6051 e,44/4,0 05/10/2022 ATLAS Environmental Inc. 338 S. Sharon Amity Road, #411 Charlotte, North Carolina 28211 704-512-1206 (o) / 828-712-9205 (m) jrobertson@atlasenvi.com www.atlasenvi.com 4/25/22, 3:32 PM Rowan County Parcel Report PARCEL REPORT: 410 003 This report was prepared from the Rowan County, NC Geographic Information System. Rowan County has made substantial efforts to ensure the accuracy of the information. Rowan County promotes and recommends the independent verification of any data contained on this report by the user. Rowan County makes not warranty or other assertion as to the fitness of the information for any particular purpose and neither Rowan County nor it's agents or employees shall be liable for any claim alleged to have resulted from any use thereof. Property Information Owner: WILHELM COY DEAL & WF Township: LITAKER Improvement Value: $0.00 Land Value: $162,133.00 Deed Book/Deed Page: 570 / 0582 Date Sold: 1/1/1900 Sale Price: $0.00 Legal Description: TR1 25.60AC Calculated Acreage: Fire District: S SALISBURY Addresses Located on Property There are no Addresses on this parcel Environmental Information Flood Plain This Property is Not in a Regulated Flood Zone Firm Panels 3710565700 Effective Date June 16, 2009 Links: Floodplain Administration Soil Information % CcB - Ile ( Acres) Get Report % CeB2 - Ile (Acres) Get Report % ChA - IVw ( Acres) Get Report % VaB - Ille (Acres) Get Report % WaA - Ilw (Acres) Get Report Watershed Information This Property is Not in a Critical or Protected Watershed Economic Development School Information Zoning: RA Links: Zoning Information Jurisdiction: County Voting Information 4/25/2022 Elementary School: CHINA GROVE Middle School: SOUTHEAST High School: JESSE CARSON Links: Rowan County Schools Elementary School: ELIZABETH KOONTZ Middle School: SOUTHEAST High School: JESSE CARSON Links: Rowan County Schools Elementary School: FAITH Middle School: SOUTHEAST High School: JESSE CARSON Links: Rowan County Schools More than one School District Boundary... Please Contact Rowan County Public Schools for school assignment https://gis.rowancountync.gov/ParcelReporUdefault.aspx?PID=410 003 1/2 4/25/22, 3:31 PM Rowan County Parcel Report PARCEL REPORT: 406 024 This report was prepared from the Rowan County, NC Geographic Information System. Rowan County has made substantial efforts to ensure the accuracy of the information. Rowan County promotes and recommends the independent verification of any data contained on this report by the user. Rowan County makes not warranty or other assertion as to the fitness of the information for any particular purpose and neither Rowan County nor it's agents or employees shall be liable for any claim alleged to have resulted from any use thereof. Property Information Owner: BROWN PETER AND SPOUSE Township: LITAKER Improvement Value: $130,047.00 Land Value: $67,080.00 Deed Book/Deed Page: 1380/724 Date Sold: 7/30/2021 Sale Price: $255,000.00 Legal Description: 5.00AC Calculated Acreage: Fire District: S SALISBURY Addresses Located on Property 1465 PEELER RD Links: Street Addressing Environmental Information Flood Plain Soil Information This Property is Not in a Regulated Flood Zone % CeB2 - Ile (Acres) Get Report Firm Panels 3710565700 Effective Date June 16, 2009 Links: Floodplain Administration Watershed Information This Property is Not in a Critical or Protected Watershed Economic Development School Information Zoning: RA Elementary School: ELIZABETH KOONTZ Middle School: SOUTHEAST Links: Zoning Information High School: JESSE CARSON Jurisdiction: County Links: Rowan County Schools Voting Information Polling Information Elected Officials Precinct US Senate: Richard Burr (R) Sumner Name: Kay Hagan (D) Precinct 30 US Congress: - 6th District Number: Rowan County Agriculture Bldg. — Auditorium (Old Polling Place: Concord Rd.) Links: Board of Elections Polling Place Information NC Senate: NC House: Andrew Brock (R) -34th District -th District 4/25/2022 https://gis.rowancountync.gov/ParcelReport/default.aspx?PID=406 024 1/1 4/25/22, 3:32 PM Rowan County Parcel Report PARCEL REPORT: 410 034 This report was prepared from the Rowan County, NC Geographic Information System. Rowan County has made substantial efforts to ensure the accuracy of the information. Rowan County promotes and recommends the independent verification of any data contained on this report by the user. Rowan County makes not warranty or other assertion as to the fitness of the information for any particular purpose and neither Rowan County nor it's agents or employees shall be liable for any claim alleged to have resulted from any use thereof. Property Information Owner: ELLIOTT CHRISTOPHER W &WF Township: LITAKER Improvement Value: $0.00 Land Value: $89,161.00 Deed Book/Deed Page: 1311 / 783 Date Sold: 6/29/2018 Sale Price: $110,000.00 Legal Description: 12.29AC Calculated Acreage: Fire District: S SALISBURY Addresses Located on Property There are no Addresses on this parcel Environmental Information Flood Plain This Property is Not in a Regulated Flood Zone Firm Panels 3710565700 Effective Date June 16, 2009 Links: Floodplain Administration Soil Information % CeB2 - Ile (Acres) Get Report % VaB - Ille (Acres) Get Report Watershed Information This Property is Not in a Critical or Protected Watershed Economic Development School Information Zoning: RA Elementary School: ELIZABETH KOONTZ Links: Zoning Information Jurisdiction: County Voting Information Links: Board of Elections Polling Place Information Middle School: SOUTHEAST High School: JESSE CARSON Links: Rowan County Schools 4/25/2022 https://gis.rowancountync.gov/ParcelReporUdefault.aspx?PID=410 034 1/1 ` "111'fam IIIII II I m RI.Rudd: 1 111: ill, IV HI`I WETLAND AND STREAM IMPACT MAP INNOVATION LOGISTICS CENTER SALISBURY, NORTH CAROLINA SEPTEMBER 8, 2022 ^\_/ WHTLA o oot1---I11IN . _ // 1 le \ () 1\ \ \\ \knap Ctl 1!H I a h( / // `' 1 '- `,) \ \ \� \ sX.' , T \ \ \ ( f r ly r'V r_ _ 0 ` � � I_( l Aii / r��'1-/- ,`-,11W€T ►�' C, \(S c )' ) ^\ �� (/ (i`� , j�_"� \Ci / /\\ \ \\ \ \ N i / / _ / S / ///\1 / ( \ 1 \ WETLAND 2000 //�/ // /1 \\ I 0.101 AC i / � / — / \ \ \ \ \ ) `\ / / \ l I. \ / 1 \- / // ) _ / t // --\ / / \ / � .7 // I \1 >— / / / / // Ir ICIt Awmilit iI,������� ��s (v h � '/�- % / / %,�f��//f °�) / li1AN /1JJ4! /i1f�+ii / I / / // /////WETANDIMPCT\ `t`\ /111I I 1 I 1/ //1 1/ // / // // / I l II I 1 1\ i I1111/////// / /// /// // /I11 1\ 1 I ) 1 I\ I\ \I 1 I1jl IlI I///// ///////1I 1 I / I / I I �I I I1 I II i I i II///—�/ / / / 1I i/// 1/II1II/ I l /l I I //i'�//// I j l I j / ///l / I\ \I\I 1l\ \ I l// \\\ f _Vf �-_��Zt /� I �I � ' �r�%:��E4laiillrD:_!lAltill�1:1a9a�� .�i_ — /, N a`rr� �ia� As At. / rS // / . i�iuuoo � G ✓ j / /v //T 4 1: Illiia!llla� �' - �9� �1 , i a f/mil \�\\ \k ��r�/l / �L �% \,/rr v./-v // V pp n 90 l d A\ l� / //f l I /J// 1 t is E Mo9_ 1 �,� )�� VAVA`��f,(((1 / / ��t/ ll �� �- ,�/::1: 1 �l\111,i y\hf v c„ . t) j1) \)I \\1 V i ( i y �/' Vic) l\\�011,4:\// \1at 1��t Ql t L�?) WETLAND AND STREAM IMPACT MAP PROJECT PIETRYK PHASE 2 SALISBURY, NORTH CAROLINA / / GRAPHIC SCALE 0 100 200 400 ( IN FEET) 1' ch = 150 It // ) / f 1 I ( 1 (/ ) III 11 ' S react 1 J ` : \ \ __ l(j J z,v _ � a Aice Nam\ �-, r60 , � J// T 1 / ��� WtT cpq\ Ste/ (/ s� ��-� <l —9 \ 1 N_)va \Nob, / 4 l l( J 1/ \���`��1.� �\\ 5 \� a■■�iii���i��iii�wi��wiiiiiiii�i��iiiicCiii�i�iiii�i■■■■■i■i' �v1�1[/►��a:— ���■II\f�/:��'_ ��''■■Lc�"� ��lCii�r�- �'/lll■r!%II �I'' UL 21):\, \ 1� 1 H\LT0-61_l\P\\a4LW ( - -17: / IoI.)o1 AC \ \ \ / WEITLAND M PCT \ �/ / I I I I 1 /7 � / I I I I 1 / // / 1 1 I I I / N o\o D 100 GF� 7—:.00a�err, c 8Y� 9/ ( 11 ISfRE'M A0 /-? -2 AC S /))) IIS1I/ y%//)1c)/I rTZE00 J) I 1 r// � 1 1 1 1 1 / \ Hii\ / l 1 I I 1 1\1 // ri 1` 1 I , 1 / I 11pPrEr..1 mmwillallinW11,,h, lookArikabox44. wan Amp. 46 dinforail '�•,.�. ..,, � r/ Aquatic Resource Sketch Map Sketch Map provided for illustrative purposes and preliminary planning only. Not intended to be relied upon for exact location, dimension, or orientation. All findings and assessments are subject to verification from the Army Corps of Engineers, NC Division of Water Resources, and/or other appropriate local authorities. Do not reproduce map set except in its entirety. iwy44a tOtit7 raja! tiktess "Allaiicrrn/tS /Aar Legend Legend o Streets Rowan County Parcels 2 Ft. Contours Delineation I I — Culvert Intermittent Wetland Page 1 of 4 Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 IRONMENTAL For: Crow Holdings Attn: Mr. Chris Urquhart Figure: la Coordinates: 35.60385°,-80.50890° Date: April 22, 2022 Legend Streets I I Rowan County Parcels NC One Map Aerial Imagery Delineation IN Culvert Intermittent Wetland Page 2 of 4 JLAS NMENTALAL Figure: lb Aquatic Resource Sketch Map Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 22, 2022 Intermittent RPW CH 100: - 223 LF, 0.012 Ac. Legend o Streets Rowan County Parcels NC One Map Aerial Imagery Delineation INN Culvert Intermittent Wetland I I Aquatic Resource Sketch Map 111,10411 ‘7It Abutting Wetland WL 1000: - 0.028 Ac. Inter RPW CH 2O0: - 87e 87 LFF , 0.002 Ac. °14,••• \ t ablye300100 200 400 Ft Abutting Wetland WL 1100: - 0.127 Ac. Isolated Wetland WL 2000: - 0.101 Ac. nj IRONMENTAL Page 3 of 4 Figure: lc Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 22, 2022 Isolated Wetland WL 3000: 0.011 Ac. Legend o Streets Rowan County Parcels NC One Map Aerial Imagery Delineation ® Culvert Intermittent Wetland Aquatic Resource Sketch Map 50 100 150 200 Ft Page 4 of 4 Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Figure: ld Coordinates: 35.60385°,-80.50890° Date: April 22, 2022 North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Governor Roy Cooper Office of Archives and History Secretary D. Reid Wilson Deputy Secretary, Darin J. Waters, Ph.D. June 28, 2022 Layla Tallent ATLAS Environmental, Inc. 338 South Sharon Amity Road #411 Charlotte, NC 28211 ltallent@,atlasenvi.com Re: Construct Pietryk industrial development, 1465 Peeler Road, Salisbury, Rowan County, ER 22-1594 Dear Layla Tallent: Thank you for your email of June 3, 2022, regarding the above -referenced undertaking. We have reviewed the submittal and offer the following comments. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or environmental.review@ncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, iQfhe Ramona Bartos, Deputy State Historic Preservation Officer Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: (919) 814-6570/814-6898 United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 June 21, 2022 Jennifer Robertson Atlas Environmental 338 South Sharon Amity Road, lt'l 11 Charlotte, North Carolina 28211 lrobertson@atlasenvi.com Subject: Peeler Road Commercial Development; Rowan County, North Carolina Dear Jennifer Robertson: FISH & IW ILL. LDW FF. SERVICE The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your correspondences dated March 15, 2022, and May 13, 2022, wherein you solicit our comments regarding project -mediated impacts to federally protected species. We submit the following comments in accordance with the provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321 et seq.); and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Project Description According to the information provided, the Applicant proposes to construct a commercial development and appurtenances on approximately 103 partially forested acres in Salisbury, North Carolina. The information provided suggests that the proposed project will require authorization from the U.S. Army Corps of Engineers to impact Waters of the United States. A description of project -meditated impacts to onsite habitats has not been prepared or provided at this time. Federally Listed Endangered and Threatened Species We disagree with your conclusion that suitable habitat is not present within the action area for the federally threatened northern long-eared bat (Myotis septentrionalis) as summarized in Table 4.4 of your May 13, 2022, correspondence. According to the information provided, suitable summer roosting habitat may be present in the action area (50CFR 402.02) for this animal. Based on the information provided, the project would occur at a location where any incidental take that may result from associated activities is currently exempt under the 4(d) rule for this species. Although not required at this time, we encourage the Applicant to avoid any associated tree clearing activities during this animal's pup season, maternity roosting season (May 15 — August 15) and/or active season (April 1 — October 15). Your correspondence indicates that the Applicant intends to avoid any associated tree clearing activities during this animal's maternity roosting season from May 15 — August 15. If adhered to, the proposed tree clearing moratoria would support our concurrence with a "may affect, not likely to adversely affect" determination from the action agency for this animal. Please note that on March 23, 2022, the Service published a proposal to reclassify the northern long-eared bat (NLEB) as endangered under the Act. The U.S. District Court for the District of Columbia has ordered the Service to complete a new final listing determination for the NLEB by November 2022 (Case 1:15-cv-00477, March 1, 2021). The bat, currently listed as threatened, faces extinction due to the range -wide impacts of white -nose syndrome (WNS), a deadly fungal disease affecting cave -dwelling bats across the continent. The proposed reclassification, if finalized, would remove the current 4(d) rule for the NLEB, as these rules may be applied only to threatened species. Depending on the type of effects a project has on NLEB, the change in the species' status may trigger the need to re -initiate consultation for any actions that are not completed and for which the Federal action agency retains discretion once the new listing determination becomes effective (anticipated to occur by December 30, 2022). If your project may result in incidental take of NLEB after the new listing goes into effect this will need to be addressed in an updated consultation that includes an Incidental Take Statement. If your project may require re -initiation of consultation, please contact our office for additional guidance. Additional information about this animal including its proposed reclassification can be found here: h�tt s://www.fws.gov/species/northern-long-eared-bat-myotis-septentrionalis The information provided indicates that suitable habitat is not present within the action area for the federally endangered Schweinitz's sunflower (Helianthus schweinitzii) and that targeted botanical surveys were not conducted during the appropriate timeframe for this species. Suitable habitats for this plant include maintained roadsides, utility rights of way, open woodlands, disturbed or maintained open areas, cedar barrens, and/or transitional habitats. This species typically occurs in areas where natural disturbance or management regime reduces competition from other plant species. This species does not typically occur where dense understory vegetation is established (especially exotic or invasive plant species). If suitable habitat is not present within the action area for these species, we would not object to a "no effect" determination from the action agency. The information provided suggests that suitable habitat is not present within the action area for any other federally listed species. In accordance with the Act, it is the responsibility of the appropriate federal action agency or its designated representative to review its activities or programs and to identify any such activities or programs that may affect endangered or threatened species or their habitats. If it is determined that the proposed activity may adversely affect any species federally listed as endangered or threatened, formal consultation with this office must be initiated. Our concurrence with "no effect" determinations from action agencies is not required. We offer the following recommendations in the interest of protecting natural resources: Erosion and Sediment Control Measures to control sediment and erosion should be installed before any ground -disturbing activities occur. Grading and backfilling should be minimized, and existing native vegetation should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas should be revegetated with native vegetation as soon as the project is completed. Ground disturbance should be limited to what will be stabilized quickly, preferably by the end of the 2 workday. Natural fiber matting (coir) should be used for erosion control as synthetic netting can trap animals and persist in the environment beyond its intended purpose. Impervious Surfaces and Low -Impact Development Increased storm -water runoff also degrades aquatic and riparian habitat, causing stream -bank and stream -channel scouring. Impervious surfaces reduce groundwater recharge, resulting in even lower than expected stream flows during drought periods, which can induce potentially catastrophic effects for fish, mussels, and other aquatic life. Accordingly, we recommend that all new development, regardless of the percentage of impervious surface area they will create, implement storm -water -retention and -treatment measures designed to replicate and maintain the hydrograph at the preconstruction condition to avoid any additional impacts to habitat quality within the watershed. We recommend the use of low -impact -development techniques, such as reduced road widths, grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for retaining and treating storm -water runoff rather than the more traditional measures, such as large retention ponds, etc. These designs often cost less to install and significantly reduce environmental impacts from residential development. Where detention ponds are used, storm -water outlets should drain through a vegetated area prior to reaching any natural stream or wetland area. Detention structures should be designed to allow for the slow discharge of storm water, attenuating the potential adverse effects of storm -water surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the purpose of storm -water -control measures is to protect streams and wetlands, no storm -water -control measures or best management practices should be installed within any stream (perennial or intermittent) or wetland. The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron Hamstead of our staff at byron_hamstead@fws.gov if you have any questions. In any future correspondence concerning this project, please reference our Log Number 4-2-22-510. Sincerely, - - original signed - - Janet Mizzi Field Supervisor 3 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC RECKTENWALD Director Chris Urquhart Crow Holdings 4064 Colony Road, Suite 405 Charlotte, NC 28211 NORTH CAROLINA Environmental Quality September 12, 2022 Expiration of Acceptance: 3/12/2023 Project: Project Pietryk County: Rowan The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location (8-digit HUC) Impact Type Impact Quantity Yadkin 03040103 Riparian Wetland 0.154 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov. cc: Jennifer Robertson, agent Sincerely, FOR James. B Stanfill Deputy Director North Carolina Department of Environmental Quality I Division of Mitigation Services 217 West Jones Street ! 1652 Mall Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2021-00701 County: Rowan U.S.G.S. Quad: NC -China Grove GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Address: Telephone Number: E-mail: Size (acres) Nearest Waterway USGS HUC Crow Holdings Chris Urquhart 4064 Colony Road, Ste 405 Charlotte, North Carolina 28211 704-236-2440 curquhart@chindustrial.com 65.54 Nearest Town Salisbury Town Creek River Basin Upper Pee Dee 03040103 Coordinates Latitude: 35.605239 Longitude: -80.512537 Location description: The Peeler Road Industrial Site is located 1,400 feet east of exit 71 off Interstate 85 in Salisbury, Rowan County, North Carolina. Peeler Road forms the site's northern boundary. Description of projects area and activity: This verification authorizes the use of Nationwide Permit 39 to impact 510 linear feet of Stream Sl, and 0.114 acre of Wetland W1 for the purpose of constructing the industrial facility, requisite parking, internal transportation, and fill slopes associated with these improvements. Specifically, this verification authorizes the permanent loss of 480 linear feet of Stream S1 (0.02 acre), Impact Sl, for fill associated. Impact S2 would authorize an additional 30 linear feet of impact to be temporarily disturbed for construction (0.001 acre). Four separate impacts to Wetland W1 would include Impact W1 (0.024 acre) and W2 (0.076 acre) as permanent losses, and Impact W3 (0.004 acre) and Impact W4 (0.01 acre) for temporary disturbance during construction. All temporary impacts would be restored to pre -construction contours upon completion. Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permit 39: Commercial and Institutional Developments SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 5/19/2022, and the enclosed plans "Wetland and Stream Impact Map Peeler Road Industrial" undated. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. SPECIAL CONDITIONS a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Christopher Hopper at (919) 554-4884 (x35) or christopher.d.hopper(a usace.armv.mil. Corps Regulatory Official: Expiration Date of Verification: 3/15/2026 Date: 08/17/2022 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.millcm_apex/f?p=136:4:0 Copy furnished: Agent: Atlas Environmental, Inc. Jennifer Robertson Address: 338 S. Sharon Amity Road #411 Charlotte, North Carolina 28211 Telephone Number: 704-512-1206 E-mail: irobertsonna atlasenvi.com Action ID Number: SAW-2021-00701 Permittee: Crow Holdings, Chris Urquhart Project Name: Peeler Road Industrial Site Date Verification Issued: 08/17/2022 Project Manager: Christopher Hopper County: Rowan Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Christopher Hopper Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or christopher.d.hopper@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Compensatory Mitigation Responsibility Transfer Form Permittee: Crow Holdings, Chris Urquhart Action ID: SAW-2021-00701 Project Name: Peeler Road Industrial Site County: Rowan Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors. Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Reauirine Mitigation* 8-digit HUC and Basin: 03040103, Yadkin River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.1 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03040103, Yadkin River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.1 Mitigation Site Debited: NCDMS (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from North Carolina Division of Mitigation Services, confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 8/15/2022 was included with the preconstruction notification. This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to SAWMIT@usace.armv.mil). Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office. USACE Project Manager: USACE Field Office: Email: Christopher Hopper Raleigh Regulatory Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 christopher.d.hopper@usace.army.mil 08/17/2022 USACE Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mil. \l��\ 1 s iniiao\\Ek' f (I/ rye 'V1/E a � �111111 l_.-N/1 76-r C S s 1 ��l )���\ "1 1l\Irl) .›I IS l l S 41 1 S\�`L J /j,$1,1 '1/2"' 10 s, s IIR�IiEllMllllll'111::11;1M1�I1I:INIIIU5111 IlCill ► �I� j; �lafli ii�li�3i�"e� r d� py ._ ,<;; (7yi11s" •'NW' ' NIIG+". ..,' 1 ■ill■ 1►`IIII►.11- 1�i -roF ,_,_. 'T mph ` �i 1 ti 'STR" • M�(V� \� it� �ScJ`J �2d 1 ji`�\S\ f \dt2�\A�` v L ) ‘1 V \- \'4 ' \ 1 ` �'-� , \\ \1 \, 1 1 1 s t far 1 l �_ \\1�^ \\� yr �! rla j ! iS 1 \ter✓ �_� \ v\ / /)\�l(`'�r/ /VA�� ( rs 1r) \l( \� l ��J^ • ‘ II( )l,��/11k/Jr ti /S\i�j ji IgId1116i11f1111171711U111111N11111161J511111111111thi11i11551111iM1i� ) r)/ / 1 S ff (/// 1-I L1/ ) 77 / (rl� ) i �/ � /// ; ! f( ( / I II 1 ( I ,`'.21::::::,;7?"-rr":":;:i \ r 5 Wetland and Stream Impact Map Peeler Road Industrial Salisbury, North Carolina )))1 \,ti\Zoo ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS. JR. Director NORTH CAROLINA Environmental Quality August 16, 2022 DWR # 22-0814 Rowan County Crow Holdings Attn: Chris Urquhart 4064 Colony Rd. Suite 405 Charlotte, NC 28211 sent via email to: curquhart(aichindustrial.com Subject: Approval of Individual 401 Water Quality Certification Peeler Road Industrial Project Dear Mr. Urquhart: Attached hereto is a copy of Certification No. WQC005079 issued to Chris Urquhart and Crow Holdings, dated August 16, 2022. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Water Quality Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those required by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout Buffer regulations. This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality Certification shall not be interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or other right of priority with respect to any other consumptive user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or expanded. Upon the presentation of proper credentials, the Division may inspect the property. GDE D.wrtmr.i rl [6..o.ra u,,a\ /�.# North Carolina Department of Environmental Quality 1 Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 2 of 13 This Water Quality Certification shall expire on the same day as the expiration date of the corresponding Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the expiration date of this Water Quality Certification. Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water Quality Certification for the project and may also result in criminal and/or civil penalties. If you are unable to comply with any of the conditions of this Water Quality Certification you must notify the Mooresville Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. The permittee shall report to the Mooresville Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware that impacting waters without first applying for and securing the issuance of a 401 Water Quality Certification violates Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title 15A NCAC 2H .0500 requires certifications pursuant to Section 401 of the Clean Water Act whenever construction or operation of facilities will result in a discharge into navigable waters, including wetlands, as described in 33 Code of Federal Regulations (CFR) Part 323. It also states any person desiring issuance of the State certification or coverage under a general certification required by Section 401 of the Federal Water Pollution Control Act shall file with the Director of the North Carolina Division of Water Quality. Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty assessment of up to a maximum of $25,000.00 per day for each violation. This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000. A party filing a Petition must serve a copy of the Petition on: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 If the party filing the Petition is not the permittee, then the party must also serve the recipient of the Certification in accordance with N.C.G.S 150B-23(a). GLLE North Carolina Department of Environmental Quality 1 Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center 1 Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 3 of 13 This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H .0500. Please contact Doug Perez at 704-743-6872 or doug.perez@ncdenr.gov if you have any questions or concerns. Electronic cc: Sincerely, /—DocuSiyned by: 11..44L44 H P4444 for `— F161 FB69A2D84A3... W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office, DEQ Jennifer Robertson, Atlas Environmental, Irobertson@atlasenvi.com Chris Hopper, USACE Regulatory Field Office, Christopher.d.hopperPusace.army.mil Todd Bowers, EPA, Bowers.todd@Epa.gov Kelly Williams, DMS, Kelly.williams@ncdenr.gov DWR 401 & Buffer Permitting Branch Electronic file GRE Oeaa<m oa e,wsronm; pule North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 4 of 13 NORTH CAROLINA 401 WATER QUALITY CERTIFICATION CERTIFICATION #WQC005079 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500 and 15A NCAC 02B .0200, to Chris Urquhart and Crow Holdings, who have authorization for the impacts listed below, as described within your application received by the N.C. Division of Water Resources (Division) on June 15, 2022, and subsequent information on August 15, 2022, and by Public Notice issued by the U. S. Army Corps of Engineers on June 15, 2022. The State of North Carolina certifies that this activity will comply with water quality requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and conditions hereinafter set forth. The following impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)] Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Stream - Intermittent Culvert 480 (linear feet) 30 (linear feet) 404/401 Wetlands - Seep Fill/Land Clearing 0.1 (acres) 0.014 (acres) This approval requires you to follow the conditions listed in the certification below. CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]: 1. Mitigation must be provided for the proposed impacts as specified in the table below. The Division has received an acceptance letter from the NC Division of Mitigation Services (DMS) to meet this mitigation requirement. Until the DMS receives and clears your payment, and proof of payment has been provided to this Office, no impacts specified in this Authorization Certificate shall occur. For accounting purposes, this Authorization Certificate authorizes payment to the DMS to meet the following compensatory mitigation requirement [15A NCAC 02H .0506(c)]: Compensatory Mitigation Required River and Sub -basin Number Wetlands 0.1 (acres) Yadkin (03040103) 1:1 ratio 2. Stormwater Management: The applicant may provide documentation that the project will not impair water quality to the receiving stream(s) from stormwater runoff or provide an approved stormwater management plan. Any high density project and/or project that exceeds density thresholds must provide a stormwater management plan for the entire project, for review and approval including all forms and pertinent items that complies with the high density D_E _ GC W rt*rM w E:miOnmrmsl UITNiy� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 5 of 13 development requirements. Low density development shall meet all condition for stormwater management required by the state and be reviewed if required. The plan may be approved by the Division, State Stormwater Program or a local delegated authority. The plan shall consider the impact of the volume and velocity of discharge and runoff to the receiving stream and adjacent riparian areas to prevent scouring and erosions of the features. Citation: 15A NCAC 02U .1017, 15A NAC 02H .1003 (2)(a), 15 NCAC 028 .0614 (8), 15A NCAC 028 .0607(h) Justification: In order to protect against impairment of water quality standards and best usage of receiving and downstream waters, water quality based management practices must be employed to protect against direct or indirect discharge of waste or other sources of water pollution. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture) and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts 3. Diversion Ditches and other storm water conveyances as related to the sediment and erosion control measures shall be matted and/or stabilized to reduce sediment loss and turbidity. This includes interior/exterior slopes of sediment basins. Citation: 15A NCAC 02H .0506 (b)(3) and (c)(3) Justification: Failure to reduce erosion of runoff conveyances and to provide for maximum reduction of erosion on areas not related to ongoing construction, shortens basin holding times, increases turbidity of discharge and creates a greater potential of bypass discharge. 4. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface waters shall be matted. Citation: 15A NCAC 02H .0506 (b)(1) and 15A NCAC 02H .502 (c) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate lithe activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards or would result in secondary or cumulative impacts 5. The permittee shall report to the DWR Mooresville Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not D_E _ North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 6 of 13 limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a short-term or long-term basis. 6. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the approved impacts (including temporary impacts). Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 7. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2B of Title 15A in the North Carolina Administrative Code. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments and further protect existing uses. 8. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North Caroline Department of Transportation Sediment and Erosion Control Manual. All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor -owned or leased borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply with the GRE ,esaaT«i 0 e,vi.a„ u..,lle.k" je North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 7 of 13 reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS- I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCACO2B .0200; 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 9. Sediment and erosion control measures shall not be installed in wetland or waters except within the footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within authorized impact areas, then placement of such measures shall not be conducted in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands shall be removed from wetlands and the natural grade restored within two (2) months of the date that DEMLR or locally delegated program has released the specific area within the project to ensure wetland standards are maintained upon completion of the project. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 8 of 13 the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 10. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: A project that affects waters shall not be permitted unless the existing uses (including aquatic life propagation and biological integrity), and the water quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses during and after project completion. The Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 11. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and reporting requirements is required. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 12. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact with the disturbed area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC Department of Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. paparimsM a1 Enlronmefflf OuaMty� North Carolina Department of Environmental Quality 1 Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center 1 Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 9 of 13 Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 026 .0200 Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. 13. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they receive only flows above bankfull. Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage, then culvert burial into the streambed is not required. For structures less than 72" in diameter/width, and topographic constraints indicate culvert slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification, including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required, provided that there is sufficient documentation of the presence of bedrock. Notification, including supporting documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24 hours of discovery. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 10 of 13 Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be used where practicable instead of rip -rap or other bank hardening methods. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will ensure that surface water quality standards are met and conditions of waters are suitable for all best uses. 14. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact between the fertilizer and surface waters. Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 026.0200; 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 15. If concrete is used during construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state. Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or Tong -term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not cecaK�.<m em�.o�mcma�rwa+i� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 11 of 13 be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 16. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted sites shall be restored and stabilized with native vegetation. Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H .0507(c) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses after project completion. 17. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall be placed such that the original streambed elevation and streambank contours are restored and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants. Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area or be installed in a manner that precludes aquatic life passage. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 18. All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by fuels and oils. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated D_E _ 04,Vrt,fM o• fmitaM+m[01 Our North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 12 of 13 uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 19. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance and compaction. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0231 Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands such that hydrologic conditions necessary to support natural biological and physical characteristics are protected; populations of wetland flora and fauna are maintained to protect biological integrity of the wetland; and materials or substances are not present in amounts that may cause adverse impact on existing wetland uses. 20. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours. Citation: 15A NCAC 02H .0507(c); N.C.G.S 143-215.85(b) Justification: Person(s) owning or having control over oil or other substances upon notice of discharge must immediately notify the Department, or any of its agents or employees, of the nature, location, and time of the discharge and of the measures which are being taken or are proposed to be taken to contain and remove the discharge. This action is required in order to contain or divert the substances to prevent entry into the surface waters. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 21. The permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 22. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this certification in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance GG�EQ3 Cepa rimem M Emlranmenlal Qua':\ North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 Crow Holdings DWR# 20220814 Individual Certification #WQC005079 Page 13 of 13 of this project with a copy of this Water Quality Certification. A copy of this Water Quality Certification shall be available at the project site during the construction and maintenance of this project. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Those actually performing the work should be aware of the requirements of this 401 Water Quality Certification to minimize water quality impacts. This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this Certification. [15A NCAC 02H .0507(c)] GDE Nvartment inwironmentrgw,nir This, the 16th day of August 2022 DocuSigned by: 4cw fl P4+.14 —F161 FB69A2D84A3... for W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office, DEQ North Carolina Department of Environmental Quality 1 Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center 1 Raleigh, North Carolina 27699-1617 919.707.9000 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC RECKTENWALD Director Environmental Quality Matt Cochrane CH-M SELC Peeler LLC 4604 Colony Road Suite 405 Charlotte, NC 28211 Project: Peeler Road Industrial County: Rowan 401 permit#: 2022-0814 404 permit#: 2021-00701 DMS ID#: MR-08230 Amount Paid: $7,093.92 Paypoint Transaction Number: 649917311 NORTH CAROLINA RECEIPT August 24, 2022 The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit(s) issued for the above -referenced project. This receipt serves as notification that your compensatory mitigation requirements assigned to DMS associated with the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity including G.S. § 143-214.11. The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the compensatory mitigation requirements indicated below associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Mitigation Location Mitigation Type Credits Yadkin 03040103 Riparian Wetland 0.10 Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must be submitted in accordance with the Division's refund policy. If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov. Sincerely, Kelly Williams ILF Program Coordinator cc: Todd Tugwell, USACE - Raleigh; Christopher Hopper, USACE Sheri Montalvo, NCDWR Jennifer Robertson, agent D_E omavi�nM r vorsemens4 ww\ or." North Carolina Department of Environmental Quality I Division of Mitigation Services 217 West Jones Street i 1652 Mail Service Center I Raleigh North Carolina 27699-1652 9I9.707.8976 O Review Area Streets O Rowan County Parcels 11111L11 WOW 1 IRONMENTAL Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 --v_!..--:.„-_-.-zz..4.._ 4;0% wr '4 ' . 91' ..__ ' r MF;11:111115*1.4:oxe\hase Topographic Map / , dimm,:gr„or--„„, 1 xl4w1 rit lir44:1r0)8 e e e / e4.4.rit4 r -Az ;Tr tVUijI1ed*I& PIAV . — i I I ri I II I — - — - .4 a ,,,\.4--icakisiarirk aallr"""mA______ to r•-)._ T1 J 1 A _„. --...-. -44T,w4,,„,„,, dwAatti it Er 41/4„10,1* iii%/ we, ..---,---74. At ths.._klAw04.1fr Wr) c'kek ( _ .)," Ad-i-ilk fair 1 r'i Legend O Review Area o Streets I I Rowan County Parcels 2 Ft Contours Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 Legend O Review Area o Streets I I Rowan County Parcels USGS Topographic Imagery 200 400 600 800 Ft Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 Legend O Review Area o Streets I I Rowan County Parcels USGS Topographic Imagery EversRd--- John-Michael;Ln USGS Topographic Map Dukemo'nt St E J TedLn 565804E \ Prestige Ln F_ox Run Rd =uun Setders'Grove Cn ..a.■IP /IIIIIIftimi::-u,... Rai Eastbend'Ln arraiNWA 0.5 0.75 1 Mi Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 USGS 1:24,000 Quadrangles Rowan Mills Salisbury China Grove Rockwell Legend N Review Area I I USGS Quadrangles 0 0.25 0.5 0.75 1 Mi I Rowan County imi `S ti ilkre0-0 "ONMENTAL % �l.J Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 1 Legend ® Review Area o Streets Rowan County Parcels Aerial Imagery I I Aerial Imagery IRONMENTAL Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 11 NC Surface Water Classifications 11:1 r Road Sahsbury, NC 28146 X see.ozO results for 1465 P,. Surface Water Claseificatious: 12-115-3 Town Creek From source to Crane Creek ca.: onC Daoa o' C. a August 31 1974 c Class More info -ean' ,er Ses Yedkrn Pee -Dee Zoom to NC Classifications Website Report an Issue -80 50335_612 Degrweea Figure: Approx. location of review area Project Name: Project Pietryk Te • Rowan County, State of North Caroline DOT, Eari, HERE. Germ Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°, -80.50890° Date: April 14, 2022 Legend O Review Area o Streets Rowan County Parcels 1 I Li DAR Ft ® 790 802.5 1 815 827.5 = 839.9 1 I 0 400 800 1200 1600 Ft 11 IRONMENTAL Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 Legend Review Area Streets - : 1 Rowan County Parcels 2 Ft Contours GIS Streams GIS Ponds Figure: <1 National Hydrographic Dataset 7 ,ii.- -•441..r.,.... A , 1 .°°.e°16-StiRd:258 -k.7 ( -;;11:".7-f -a I!!! 1117: 1 " *0.:144, ;071 !IA 111 allikk AisaSN' ""4-‘‘V itig AlaVelliftillArar0 rfr,iiii i . ir.... i kik....,,Th.dei.mirei 1.46k. -4( 1 itilliltii• a 11, 01 room Wm \UN %r1-W A Lk � �Y%W. Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 CO Review Area ==> Streets Rowan County Parcels 2 Ft Contours NWI II) 111E4 ONMENTAL Figure: ,r • ' Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°, -80.50890° 11171.41111NOMPOWl. " iv" n tiro •01 thi+ Date: April 14, 2022 FEMA NFHL Road F hlarkat Figure: Enter Southeast Middle School L Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°, -80.50890° - 1 ter Rd REFERENCE LAYERS NFHL Data Amilable FIRM Panel Bondy LOMR Baunday SPECIAL FLOOR HAZARDAREAS 1% Annsal Chance Fbod Hazard 2onekA&F911.0..M010/£ Regulalont Flosolluay OTHER AREAS OF noon HAZARD I 2% Asn 'Chance FbadHerard iosos X Future Conditions 1% Annual Chance FloodHazard 2cesz.Z Area unh Reduced Fbod Risk wet leuee 2r4 x 1:sclfe Areas os Undeberined FIoo liazard2oneD CRCSS SECTIONS &KIS Cross Sections with 1% Annual ' sosoSE chancsWaterSurfaca Elention ® • ---CoastalTransect — CoastalTransect Baseline Frofile Easeline — so— Ease Flood EIEUEliMI SUPPOR11M6 INFORMATION Limitol Study Assisdidonal Eoundary Date: April 14, 2022 Soil Map —Rowan County, North Carolina (Project Pietryk) `3011 Alfp ntmy omit RE, anal et t Bs I —I 1 1 I I I I I I I 544003 544100 544270 544.300 544400 544500 544E00 544700 544800 544900 545000 Map Scale: 1:4,870 if printed on A landscape (11" x 8.5") sheet Meters 0 50 100 200 300 Feet 0 xio 400 eoo 1200 USDA Natural Resources Web Soil Survey a Map pr°jedion: Web Menahx Comer coordinates: WCS84 Edge tics: UZone 17N WCS84 Conservation Service National Cooperative Soil Survey T1AS IRONMENTAL Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385° /-80.50890° I Date: April 14, 2022 MAP LEGEND Area of Interest (AOI) n Area of Interest (AOI) Soils • r 0 Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit X Clay Spot Closed Depression .�! Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Q Miscellaneous Water Perennial Water Rock Outcrop ., Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation f+ Rails Interstate Highways ve US Routes Major Roads Local Roads Background ® Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:12,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Iredell County, North Carolina Survey Area Data: Version 27, Jan 21, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 17, 2019—Dec 18, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385° /-80.50890° Date: April 14, 2022 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CcB Cecil sandy loam, 2 to 8 percent slopes 1.9 4.0% CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded 18.7 38.1% ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded 2.1 4.3% VaB Vance sandy loam, 2 to 8 percent slopes 24.0 48.9% 4.7% WaA Warne loam, 0 to 2 percent slopes, occasionally flooded 2.3 Totals for Area of Interest 49.1 100.0% USDA Natural Resources 210 Conservation Service Web Soil Survey National Cooperative Soil Survey Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385° /-80.50890° Date: April 14, 2022 Upper Grants Creek 030401030101 Cold Water Creek 030401050202 Legend O Review Area Rowan County HUC 12 I I HUC 12 Watersheds Upper Dutch Buffalo Creek 030401050303 Town of Spencer -Headwaters Crane Creek 030401030301 Cran reek -High R 03040 Second Creek -High Rock Lake 030401030303 0 0.25 0.5 0.75 1 Mi Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022 South Yadkin 03040102 Legend O Review Area Rowan County HUC 8 l I HUC 8 Watersheds Rocky 03040105 Lower Yadkin 03040103 0 0.5 1 1.5 2 Mi MIN Figure: Project Name: Project Pietryk Location: 1465 Peeler Road Salisbury, NC 28146 For: Crow Holdings Attn: Mr. Chris Urquhart Coordinates: 35.60385°,-80.50890° Date: April 14, 2022