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WQ0039877_Application (FTSE)_20180323
DWR State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A NCAC 02T, 15A NCAC 02T.0300, Division policies and good engineering practices. While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These documents shall be available upon request by the Division. Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303. Projects not eligible for review via the fast track process (must be submitted for full technical review): ➢ Projects that require an environmental assessment in accordance with 15A NCAC IC .0100; ➢ Projects that do not meet any part of the minimum design criteria (MDC) document; ➢ Projects that involve a variance from the requirements of 15A NCAC 2T; ➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps; STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); Vacuum sewer systems. General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting documentation. A. One Original and One Copy of Application and Supporting Documents ® Required unless otherwise noted B. Cover Letter (Required for All Application Packages): ® List all items included in the application package, as well as a brief description of the requested permitting action. ➢ Be specific as to the system type, number of homes served, flow allocation required, etc. ➢ If necessary for clarity, include attachments to the application form. C. Application Fee (All New and Major Modification Application Packages): ® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal. ➢ Payable to North Carolina Department of Environmental Quality (NCDEQ) D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages): ® Submit the completed and appropriately executed application. ➢ If necessary for clarity or due to space restrictions, attachments to the application may be made. ® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the North Carolina Secretary of State. ❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in the county of business. ® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc. lD The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina licensed Professional En-ig'neer. ® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3 E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable): ® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility. ➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different. ➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year prior to the application date. ➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143- 215.67(a). 43- 215.67 a . ➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE. F. Site Maps (All Application Packages): ® Submit an 8.5 -inch x 11 -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area and closest surface waters. ➢ Location of the project (gravity sewer, pump stations & force main) ➢ Downstream connection points and permit number (if known) for the receiving sewer Include a street level map showing general project area. G. Existing Permit (All Modification Packages): ❑ Submit the most recently issued existing permit. ❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification (i.e., permit description, flow allocation, treatment facility, etc.). H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station): ❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations. ➢ This alternative is only available for average daily flows less than 15,000 gallons per day ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances and personnel are available for distribution and operation of this pump station." ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification) I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities): ❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer extension, or ❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval is expected. J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold): ❑ Home/Property Owners' Associations ❑ Per 15A NCAC 02T.01 15(c), submit the properly executed Operational Agreement (FORM: HOA). ❑ Per 15A NCAC 02T.01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws. ® Developers of lots to be sold ® Per 15A NCAC 02T.01 15(b), submit the properly executed Operational Agreement (FORM: DEV). For more information, visit the Division's collection systems website INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3 THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE: REGIONAL OFFICE ADDRESS COUNTIES SERVED Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee, Water Quality Section Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson, (828) 296-4500 Macon, Madison, McDowell, Mitchell, Polk, (828) 299-7043 Fax Rutherford, Swain, Transylvania, Yancey Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke, Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond, (910) 433-3300 Sampson, Scotland (910) 486-0707 Fax Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland, Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan, (704) 663-1699 Stanly, Union (704) 663-6040 Fax Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin, Water Quality Section Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash, (919) 791-4200 Northampton, Orange, Person, Vance, Wake, (919) 788-7159 Fax Warren, Wilson Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven, Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde, (252) 946-6481 Jones, Lenoir, Martin, Pamlico, Pasquotank, (252) 975-3716 Fax Perquimans, Pitt, Tyrrell, Washington, Wayne Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Pender (910) 796-7215 (910) 350-2004 Fax Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance, Alleghany, Ashe, Caswell, Davidson, Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph, Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes, Yadkin (336) 776-9800 INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3 landscape architecture 7M planning civil engineering DPR Associates, Inc. • 420 Hawthorne Lane -Charlotte, NC 28204 phone 704.332.1204 . fax 704.332.1210 . www.dprassociates.net DPR Associate, Inc. 420 Hawthorne Lane Charlotte, NC 28204 February 19, 2018 Permit Reviewer NCDENR — Division of Water Resources 610 East Center Avenue, Suite 301 Mooresville, NC 28115 RE: Cannon Offices for Raley -Miller Properties, Inc. Fast Track Application Project Narrative & Engineer's Report Dear Permit Reviewer: Enclosed are the required materials for permitting the proposed private sanitary sewer system to serve the proposed Cannon Office development located in the City of Concord, Cabarrus County, North Carolina. The proposed development consists of 2 Medical Buildings totaling 24,290 sq. ft. Per the City of Concord and the Water and Sewer Authority of Cabarrus County ( WSACC ), a flow of 5,000 GPD ( gallons per day ) was calculated for this site. Calculation described below: Medical Building # 1 ( 12,145 sq.ft. ) = 10 practitioners per 1 shift x 250 gal / practioner / shift = 2,500 GPD Medical Building # 2 ( 12,145 sq.ft. ) = 10 practitioners per 1 shift x 250 gal / practioner / shift = 2,500 GPD The proposed private 6" sanitary sewer system will discharge to a proposed public 12" & 10" gravity sewer system to be maintained by the City of Concord / WSACC. The system will then discharge into an existing 36" sewer line, WQCS00009, maintained by WSACC along Harris Road S.R. # 1449. The proposed flow will be treated at the Rocky River WWTF, Permit # NC0036269. Please contact me if you require any additional information or have any questions. Sincerely, DPR Associate, Inc. Hy V. Nguyen, P.E. Vice President of Engineering CARQ<i��''% °a SEAL 030523 1 f Y`1+A�NIIC�411►1����``` 02-19-2018 0 ,1 G lA R04 4, ° ¢ C-650 za fz rNrrrnllt+« State of North Carolina Department of Environmental Quality DWR Division of Water Resources 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: (to be completed by DwR) All items must be completed or the application will be returned L APPLICANT INFORMATION: 1. Applicant's name: RMP - Cannon, LLC (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Federal ❑ State/County ❑ Municipal 3. Signature authority's name: G. Kenneth Orndorff per 15A NCAC 02T .0106(b) Title: Partner 4. Applicant's mailing address: 10815 Sikes Place, Suite 300 City: Charlotte State: North Carolina Zip: 28277- 5. Applicant's contact information: Phone number: (704) 321-1000 Email Address: kenkraleymiller.com H. PROJECT INFORMATION: ❑ Privately -Owned Public Utility ❑ Other 1. Project name: Cannon Offices 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQ00 and issued date: If new construction but part of a master plan, provide the existing permit number: WQ00 3. County where project is located: Cabarrus 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.418266° Longitude: -80.745317° 5. Parcel ID (if applicable): 46719184850000 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Hy V. Nguyen, PE License Number: 030523 Firm: DPR Associates, Inc. Mailing address: 420 Hawthorne Lane City: Charlotte State: North Carolina Zip: 28204 - Phone number: (704) 332-1204 Email Address: hnguyen(adyrassociates.net IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Rocky River WWTF Permit Number: NCO036269 Owner Name: Water and Sewer Authority of Cabarrus County - WSACC V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 36 inch System Wide Collection System Permit Number(s) (if applicable): WQCS00009 Owner Name(s): Water and Sewer Authority of Cabarrus County - WSACC FORM: FTA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? [:]Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? ® Yes ❑No ❑N/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached? ❑ Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care ® Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: Medical 100% Domestic/Commercial Office % Commercial % Industrial (See 15A NCAC 02T.0103(20)) 4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes ®No ➢ If Yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(f)) Daily Design Flow a,b No. of Units Flow Bldg. # 1 : Medical (10 practitioners, 1 shift) 250 gal/ practitioner / shift 1 Bldg. 2,500 GPD Bldg. # 2 : Medical (10 practitioners, 1 shift) 250 gal/ practitioner / shift 1 Bldg. 2,500 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 5,000 GPD a See 15A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. Wastewater generated by project: 5,000 GPD (per 15A NCAC 02T .0114 ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 6 inch 675 LF PVC ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - ° 3. Design flow of the pump station: millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B): ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C): ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewersystem . ® Yes ❑ No Setback Parameter* Separation Required Storm sewers and other utilities not listed below (vertical) 24 inches Water mains vertical -water over sewer including in benched trenches 18 inches Water mains horizontal 10 feet Reclaimed water lines vertical - reclaimed over sewer 18 inches Reclaimed water lines horizontal - reclaimed over sewer 2 feet **Any private or public water supply source, including any wells, WS -1 waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet **Waters classified WS (except WS -I or WS -V), B, SA, ORW, HQW, or SB from normal high water or tide elevation and wetlands see item IX.2 50 feet **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Any building foundation 5 feet Any basement 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade vertical 36 inches ➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage ➢ If noncompliance with 02T.0305(ff) or (g), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ® No ➢ This would include Trout Buffered Streams per 15A NCAC 213.0202 4. Does the project comply with an individual 404 Permit or any 401 Certifications? ❑ Yes E No ➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes E No Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high-priority?" Per 15A NCAC 02T.0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. ❑ Yes ® No ➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: J, Does the submitted system comply with 15A NCAC 02T, the h-llnitnum Wsiwn Criteria lilt' llte I'ermi[tirl nl PintiL, Ml 164111.. and Force Mains (latest version). and the (_iravity 4e%rcl, Minimum Oesien t't'Iteria (l.ur t ver%ion as applicable'? ® Yes ❑ No IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. Approval of the re uesl is re uir•ed ;rior to submittal of the Fast Track Application and sulaporting docurvents. 2. Professional Engineer's Certification: Hy V. Nguyen, P.E. (Professional Engineer's name 11•om Application Item III.1.) attest that this application fir has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Cavity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and havejudged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a tine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, and date: Applicant's Certification per 15A NCA�/C 02T .0106(b): 1, Veh Vl�)qd b� _ Y r{ 6,0 (Signature Au1116rit%'s name & title from Application Item 1.3.) svp�t�tr l u u+ r r+��pry�. CAR0z / % `04 iOS1 Q • y'. SEAL 030523 y �C1N,�..tr-mss a ANI.� lin�uft�„n,02-16-2018 attest that this application tot - has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that it all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. l will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, v\hich may include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: �P4 Date: 2 Os 1g FORM: FTA 04-16 Page 5 of 5 Project: Cannon Offices DPR ASSOCIATES, INC Prepared By: CFC DPR Job No: 17001 SEWER FLOW DEMAND ESTIMATE Checked By: HVN Location: Concord, NC Date: 03-01-2018 *** Notes: 1. Flow Estimates based on Master Plan as of 11-16-2017 2. Flow estimates per NC Adm. Code, T1 5A: 02T. 0114 3. Design Flow to use 3.7 Peak Factor T:\PROJECTS\2017 PROJECTS\17001 Cannon Office - Ken Orndoff\DOCUMENTS\FORMS\NCDWQ SEWER\ 17001 - Sewer Flow Estimate 03-01-2018.xls Plotted: 3/1/2018 Sheet 1 of 1 Cannon Offices : Harris Road and Poplar Tent Road Building Use Area/ Units Units Daily Design Flow (GPD) Anticipated Avg. Daily Flow Notes Medical Bldg. # 1 12,145 SF 250 gal/practitioner/shift 2,500 GPD Assumed 1 Practitioner/ 1214.5 sf, 1 shift/ day Medical Bldg. # 2 12,145 SF 250 gal/practitioner/shift 2,500 GPD Assumed 1 Practitioner/ 1214.5 sf, 1 shift/ day Total Anticipated Average Dail *** 5,000 GPD Exist Capacity Available to Site +/- GPD Total Anticipated Average Daily Needed *** 5,000 GPD Peak Daily Flow 18,500 GPD 13 GPM *** Notes: 1. Flow Estimates based on Master Plan as of 11-16-2017 2. Flow estimates per NC Adm. Code, T1 5A: 02T. 0114 3. Design Flow to use 3.7 Peak Factor T:\PROJECTS\2017 PROJECTS\17001 Cannon Office - Ken Orndoff\DOCUMENTS\FORMS\NCDWQ SEWER\ 17001 - Sewer Flow Estimate 03-01-2018.xls Plotted: 3/1/2018 Sheet 1 of 1 WSACC s 150 191109 * HC Star Public Sector + OHSIS 18001,2001 W. Brian Hiatt City Manager City of Concord P. O. Box 308 Concord, NC 28026-0308 March 5, 2018 Subject: Flow Acceptance Request - City of Concord Cannon Offices Private Sewer Dear Mr. Hiatt: WATER & SEWER AUTHORITY OF CABARRUS COUNTY 232 Davidson Hwy. Concord, NC 28027 704.786,1783 ♦ 704.795.1564 Fax www.wsacc.org This is an approval of the flow acceptance request received by the Water and Sewer Authority of Cabarrus County (WSACC) from the City of Concord on March 5, 2018. WSACC has or will have capacity at the Rocky River Regional Wastewater Treatment PIant and appropriate sewer interceptors to transport and treat the commercial / medical wastewater from the proposed project entitled Cannon Offices Private Sewer, located off Poplar Tent Road. The referenced project will serve a commercial development with medical and commercial buildings, with a projected wastewater flow of 5,000 gallons per day (gpd). The wastewater generated by this project will be conveyed through the proposed gravity lines, and then enter WSACC's system at the existing 36 - inch Clarke Creek Interceptor. WSACC agrees to accept wastewater from the proposed development based on information provided by DPR Associates, Inc. (Civil Engineer for the project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines. The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006, funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing bodies, regulatory approval, and funding availability. The list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions and needs. If construction of this project is not started within two (2) years of the date of this approval, the approval is rescinded and a second request and approval will be required. Please notify WSACC, in writing, when construction of this project is initiated. If you have any questions, please call me at (704) 786-1783, extension 228. Sincerely, J. Thomas Hahn, P.E. Utility Systems Engineer cc: Sherri Moore/Concord Hy V. Nguyen, PE/DPR Associates, Inc. Michael Wilson/WSACC Tim Kiser, PE/WSACC Chad VonCannon, PE'WSACC Mark Lomax/WSACC WASTEWATER FLOW ACCEPTANCE FORM FOR THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY Jurisdiction Requesting Flow Acceptance: Date: March 1, 2018 ®City of Concord ❑City of Kannapolis []Town of Harrisburg ❑Town of Mt. Pleasant ❑Charlotte Mecklenburg utilities Project Title, Description, and Number of Lots/Unit: Project Title: Cannon Offices Private Sewer — CoC Proiget #2018-004 Description: The Cannon Offices Private Sewer engineering plans and specifications. as prepared and sealed by Hy V. Nguyen. NOPE, with DPR Associates. Inc.. for the privately owned and operated wastewater collection systrm c?dension consisting f gpproximately 675 linear feet 6 -inch gravity sanitary sewer with 3 manholes and other agpurtenances to serve 1 medical buildin2 measuring 12.145 s .ft. and one c mercial: medical building measuring 12,145 sq ft located at 9959 Poplar -fent Road in Concord. NC at the northeastern quadrant of the Harris Road and Poplar Tent Road intersection, with a medical commercial wastewater discharge of 5.000 GPD. *Number of Lots: 1 OR 'Number of Units: *Must be included in request. Where will the new line be connected: ❑ Directly into a WSACC Interceptor ® Into the Jurisdiction's existing collection system ❑ Into a private line Describe the location of the tie-in line to which the new sewer line will connect: The proposed 6 -inch private sanitary_ sewer outfall will tie-in to the proposed 12 -inch and 10 -inch Cannon Office Sewer Outfall which ties into the existing 36 - inch RCP WSACC Clarke, Creek Phase 2lnterceptor Which WSACC Interceptor will the flow ultimately be discharged into: 36 -inch RCP WSACC Clarke Creek Phase 2 Intercept What is the WSACC manhole number that the flow will be discharged into? +/- Np-e 01.1720 What is the quantity of now that will be discharged? 5.00 GPD Flow type - 0 Medical 100 ❑ Commercial alp ❑ Industrial % Name of wastewater treatment facility (WWTF) receiving wastewater: ® Rocky River Wastewater Treatment Facility -- Permit #N C0036269 Maddy Creek Wastewater Treatment Facility — Permit #NC0081621 Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure. If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will be required before flow acceptance will be provided. Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor. WSACC will inspect connection before, during, and after completion. If construction Is not started within two (2) year from the date of approval of the flow acceptance for this project, the approval is rescinded and a second request and approval will be required for the project. WSACC USE ONLY: DATE: ❑/ Current sewer model showsn Interceptor as being surcharged south of the manhole in question. Approved, ❑ Not Approved ❑ Current Sewer Model shows; '.r,tnlrFJ 1 Era r E X ( 1: , s CAPAL Lr_ rvh. 5 Pin 4 % i..Q' A Acr Aje: &AL -E Za & Lor Ej uw L&c Dt�'� State of North Carolina DWR Department of Environmental Quality Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Permit Applications Division of Water Resources (FTSE -01' 14) (WSACC USE ONLY) Cannan Offices Private Sewer Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater: M Rocky River Wastewater Treatment Facility — Permit HNCO036269 Muddy Creek Wastewater Treatment Facility - Permit #NC0081621 WWTP facility's permitted flow, MGD Estimated obligated flow not yet tributary to the W WTP, MGD W WTP facility's actual avg. daily flow, MGD Total flow for this specific request, MGD Total actual and obligated flows to the facility, MGD Percent of permitted flow used 26.500 1.931 17.0401;64.30% of permit) 0.005 18.976 71.61% Section II. Pump stations along the route from the Jurisdiction's connection point to the W WTP. Pump Station (Name or Number) Film Capacity * NIGD (A) Design Average Daily Flow •• (Firmlpo MGD (Q) Approx. Current Average Daily Flow NICD (C) Obligaled, Not Yet Tributary Daily Flow NICD (D)=(a+C) Total Current Flow Flus Obligated Flow NICD (E)=(A-D) Available Capacity** &IGD Lower Rocky River PS 37.000 14.800 8.290 1.498 9.788 5,012 • The Firm Capacity of aay pump station is dernred as the aasximum pumped flow that can be achieved with the largest pump taken out of service. ,'"Design Average Daily Flaw is the firm capacity of the pump station divided by a peaking factor not less than 2.5. 'h•A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the W WTP where Available Capacity is a 0. Section III. WSACC Certification Statement: I,1 Thomas Mahn, PE, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater treatment facility; and the stow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Section I and Section II plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this wastewater flow. c og °' ACC's Signing Oficial Signature Jad Revision Date: 08/09:13 DWR State of North Carolina Department of Environmental Quality DIvisl on of Ware( ReSo UDC CS Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —01/14) (JURISDICTION USE ONLY) Cannon Offices Private Sewer —Project #2018-004 Jurisdiction Requesting Flow Acceptance for Collection System: ®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant ❑Charlotte Mecklenburg Utilities Project Title, Description, and Number of Lots/Unit: Project Title: Cannon Offices Private Sewer — (CoC Proiect #2018-004) Description: The Cannon Offices Private Sewer engineering 121ans and specifications, as prepared and sealed by Hy V. Ng_uyen, NCPE, with DPR Associates, Inc., for the privately owned and operated wastewater collection system extension consisting of approximately 675 linear feet 6-inchrg avity sanitary sewer with 3 manholes and other appurtenances to serve 1 medical building measuring 12,145 sq.ft., and one commercial/medical building measuring 12,145 sq ft, located at 9959 Poplar Tent Road in Concord, NC at the northeastern quadrant of the Harris Road and Poplar Tent Road intersection, with a medical/commercial wastewater discharge of 5,000 GPD. What is the quantity of flow that will be discharged? 5,000 GPD Flow type: ® Medical 100 % ® Commercial 50 % ❑ Industrial % Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC Interceptor connection point. Section II. Jurisdiction's Certification Statement: I, M. Sue Ham, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Section I plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this wastewater flow. Digitally signed by M. Sue Hyde IkA !C1 I ^ u I n DN: cn=M. Sue Hyde, o=City of Concord, 2018.03.02 09:55:09 -05'00' Revision Date: 08/09/13 Date (A) (B) (C) (D) = (B+C) (E)—(A-D) Pump Station Finn Capacity * Design Average Daily Flow ** Approx. Current Obligated, Not Yet Total Current Flow Available (Name or Number) MGD (FhmVpf) Average Daily Flow Tributary Daily Flow Plus Obligated Flow Capacity*** MGD MGD MGD MGD MGD N/A * The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5. ***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the W WTP where Available Capacity is < 0. Section II. Jurisdiction's Certification Statement: I, M. Sue Ham, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Section I plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this wastewater flow. Digitally signed by M. Sue Hyde IkA !C1 I ^ u I n DN: cn=M. Sue Hyde, o=City of Concord, 2018.03.02 09:55:09 -05'00' Revision Date: 08/09/13 Date VN O R � K CAROLINA a50 Wurcii C:, C}olcman Blvd., 11.0. 13Ax 3013, Comdr 1, NC 28026-w%vw.wnwrdnc.grn, High Performance Living ��rrl�■rrrrrr March 9, 2018 RMP -Cannon, LLC Mr. Kenneth Orndorff, partner 10815 Sikes Place, Suite # 300 Charlotte, NC 28277 P) 701-321-1000 kenia.:raieymil ler.com SUBJECT: City of Concord Willingness to Serve Private Wastewater Collection System Extension/Modification City of Concord Project Title: Cannon Offices Private Sewer City of Concord Project # 2018-004 Receipt Date: March 8, 2018 (WSACC Response Dated March .5, 201 S) March 1, 2018 (East -Track Application j Engineering .Plan Seal Date; WSACC Rocky River WWTP u NCO036269 City of Concord, Cabarrus County, North Carolina Deaf' Mr. OrndorfT: This letter is to confirm that on February 22, 2015, our office received the Cannon Offices Private Sewer engineering plans and specifications, a digital copy of the engineering plans, and private wastewater collection system application, as prepared and sealed by fly V. Nguyen, NOPE, with DPR Associates, Inc., for the private wastewater collection system extension consisting of approximately 675 linear feet 6 -inch gravity sanitary sewer with 3 manholes and other appurtenances to serve 1 medical building measuring 12,145 sq.Ft. and one commercial/medical building measuring 12,145 sq fl, located at 9959 Poplar Tcnt Road in Concord, NC, at the northeastern quadrant of the Harris Road and Poplar'I'ent Road intersection, with a medical/'commercial wastewater discharge of 5,000 GPD, The City of Concord's public, wastewater collection system has the capacity to acoommodate the estimated total average wastewater discharge of 5,000 GPD based vii the information indicated on the NCDFNR Fast "Track application for the project. The City of Concord, however, will not guarantee the acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the consulting engineer's Submitted engineering plans, specifications, reports, and/or calculations associated with this private system. THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY Engineering Phone (704) 920-5425 0 Fox (7014) 7864521 APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE, CITY OF CONCORD AND ITS STAFF ARE NOT RE, SPONSIBLE FOR FINDING OR CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF CONCORD. THE 'SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A TMRD PARTY BENEFJCIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT. This letter shall not be construed as an Authorization to Construct by the City of Concord, ,All applicable permits associated with this project must be obtained and copies must be presented on site prior to commencement of the work. IMPORTANT: RMP -Cannon, LLC, must submit a copy of the NCDENR-Division of Water Quality, Non -Discharge approval letter and authorization to construct permit and a copy of the engineer's final certification to the City of Concord prior to interconnection with the City of Concord's public wastewater collection system. The City of Concord must be present to observe the connection of this private system, in order to meet the Standard Specifications for Wastewater Collection and Water Distribution for Cabarrus County. Contact Crary Stansbury, Construction Administrator, at (704) 920-5404 at least 48 hours prior to the initiating system connection. Construction of the private wastewater collection system project shall be in accordance with 15A NCAC 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable:. This does not constitute an acceptance of any pail of the project that does not meet North Carolina Administrative Code Title 15A 02T.0300, as applicable. Failure to comply may result in penalties in accordance. with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing beard. Please be aware that the City will not assume any responsibility for the operation and maintenance of the subject private wastewater collection system that is located on the property beyond the public utility easerment/rights-of-way. RMP -Cannon, I.I.C, will be responsible for complying with the regulatory requirements in accordance with North Carolina Administrative Code Title 15A 02T.0300, the maintenance and operation of the private wastewater collection system, and obtaining the required permit approvals associated with the private wastewater collection system. PIease review this section of the Administrative Code prior to submitting your application to the State. Uthe permit applicant is unable to perform all of the operation and maintenance duties required by the State's Administrative Code, a private wastewater collection system extension should not be requested, 'rhe City reserves the right to disconnect the subject wastewater collection system and potable water service from the City of Concord's public system if improper operation and maintenance of the private system violations of any Federal, State or local regulations, ordinances, or policies. After the private wastewater collection system has been constructed and prier tc1 water service activation, RMP -Cannon, LLC, must complete the NCDENR DWQ .regulatory requirem.cnts in accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and the RMP -Cannon, LLC's engineer must cortify that the private wastewater collection system has been installed in accordance with North Carolina Administrative Code 15A NCAC 2T, A copy of the engineer's certifications, private system final approval/acceptance letter, and correspondences, as applicable must be submitted to the City of Concord. Sincerely, City of Concord Oigltally signed by M. Sue Hyde DN: cn=M. Sue Hyde, a=City of M. S Ll e Hyde ` , ,-J e Concord, dPsgm W-Englneeslnc. .7 � I y �,{ email=hydes�Oconcordnc.gov, c=US Oate:2018103.21 16:45:-01 -04.00' M. Sue Ilyde, .PL Director of Engineering Date Attachments- WSACC Approval Letter FTSE -01114 signed by Sue M. Hyde on 31112018 FTSE, -01114 signed by Timothy R. Kiser on 315/2018 �-Icrvotlic cc_ Project #f2018-004 DPR Asanciatc�, lne. Hy V. Nguyen, I' -V- 420 HaNvtllnnie Lane Charlotte, NC 213204 P) 704-332-1204 1 Sincerely, City of Concord Imo, u &A Thomas A. Bach, PE Engineeriug Manager Watereso rces 3t.t1 IJ 4 Thomas A. Bach, Eng,incering Marisger, Wastewater Resourees, bacht@concordna.gov GarySlansbury, Construction Adm giStr�tgc, st,�rtsburyg r(t cdncnrcinc.gcly M. Sue Hyde, Director of Engineering, hydcs[,tconcordnc.gov Date V �-'\� is o � EXIST WSA 36" S. . PROP% 12" S. N MAP PREPARED FROM KANNAPOLIS QUADRANGLE NORTH CAROLINA-CABARRUS COUNTY 7.5 -MINUTE SERIES KANNAPOLIS, 2016 landscape architecture :rrq planning civil engineering Cannon_ l/(" I � � //- (Crossroalp PROI�/kkk G 2NBLDG�/2d PROP. BLDG # 1 SITE PRP. floe 10"is.S.= CANNON OFFICE CONCORD. NORTH CAROLINA DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204 ph. 704.332.12041 fx. 704.332.1210 1-Aprassociates.net RMP -CANNON, LLC USGS TOPOGRAPHIC MAP 0 Scale: 1" = 600' Dwg. No: Date: 02 / 16 / 18 Job #: 17001 � D By: CFC i STREET LEVEL MAP / mmlandscape architecture planning civil engineering CANNON OFFICES CONCORD, NORTH CAROLINA DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204 ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net RMP - CANNON, LLC Scale: 1" = 500' Dwg. No: Date: 02 / 16 / 18 Job #: 17001 � D By: CFC STATE OF NORTH CAROLINA COUNTY OF- 12gP Permit No. DEVELOPER'S OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and RMP - Cannon, LLC , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. WITNESSETH: I . The DEVELOPER is the owner of the certain lands lying in Cabarrus County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as Cannon Offices __(hereinafter the Development). 2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the Development on said lands. 3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143- 215.1 to construct, maintain, and operate the Disposal System. 4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C or 47F of the North Carolina General Statutes. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the (Unit Owners' Association) Cannon Offices Association (hereinafter Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for the purpose, among others, of handling the property, affairs and business of the Development; of operating, maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such operation, maintenance, re -construction and repair. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed, maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters of the State and the public interest therein. NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows: 1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in accordance with applicable permit provisions and law. 2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until construction has been completed in accordance with the permit and approved plans, and the staff of the Division of Water Resources has inspected and approved of the facilities. In order to change the name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the Association Bylaws and Declaration. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor. FORM: DEV 11-17 Page I of 2 4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and disposal system as a common element which will receive the highest priority for expenditures by the Association except for Federal, State, and local taxes and insurance. 5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be maintained out of the common expenses. In order to assure that there shall be finds readily available to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget. 6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any time. 7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town, village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as much of the Disposal System and such necessary easements as the governmental unit mayrequire as condition of accepting the Development's wastewater. 8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the Association to enter into voluntary dissolution without having made adequate provision for the continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the issuance of apermit. 9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the Disposal System. 10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association. IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the patties hereto on the day and year written as indicated by each of the parties named below: FOR THE ENVIRONMENTAL MANAGEMENT COMMISSION Linda Culpepper Interim Director, Division of Water Resources (Date) RMP - Cannon, LLC Name ofDEVELOPER By: JAW (Signature) _/ �tlle, �a° " rl, VP Print Name and Title �g1 S / 8 (Dae) FORM: DEV 1 1- l 7 Page 2 of 2 R_ALEY1 MILLER. P R O P E R T I E S February 20, 2018 Planning & Neighborhood Development Department City of Concord 35 Cabarrus Ave. W. Concord NC 28025 Dear Sir or Madam: I am writing to let you know that RMP -Cannon, LLC is an entity of Raley Miller Properties, Inc. I (G. Kenneth Orndorff) am a Vice President with Raley Miller Properties, Inc., and as such, have signatory authority for the project. I serve as the main contact for the RMP -Cannon development of Cannon Professional Center. Please let me know if you have questions or need additional information. Sincerely, el� �4 G. Kenneth Orndorff, Vice President 10815 SIKES PLACE 1 SUITE 300 0 CHARLOTTE, NC 28277 0 PHONE 704.321.1000 0 FAX 704.321.1001 SOSID: 0493595 Date Filed: 9/28/2017 11:59:00 PM i Elaine F. Marshall CD -479 BUSINESS CORPORATION ANNUAL RE North Carolina Secretary of State 9-9-16 CA2017 271 01180 (40) NAME OF BUSINESS CORPORATION: RALEY—MILLER PROPERTIES INC. SECRETARY OF STATE ID NUMBER: 0493595 STATE OF FORMATION: NO FISCAL YEAR END: 12 31 16 ® I hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by NCGS 55-16-22) has not changed and is therefore up to date. SECTION A: REGISTERED AGENT'S INFORMATION 1. NAME OF REGISTERED AGENT: 2. SIGNATURE OF THE NEW REGISTERED AGENT: SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 3. REGISTERED OFFICE STREET ADDRESS & COUNTY SECTION B: PRINCIPAL OFFICE INFORMATION 1. DESCRIPTION OF NATURE OF BUSINESS: 2. PRINCIPAL OFFICE PHONE NUMBER: 3. PRINCIPAL OFFICE STREET ADDRESS & COUNTY SECTION C: OFFICERS (Enter additional officers in Section E) NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: 4. REGISTERED OFFICE MAILING ADDRESS 4. PRINCIPAL OFFICE EMAIL: 5. PRINCIPAL OFFICE MAILING ADDRESS NAME: TITLE: ADDRESS: SECTION D: CERT I ATIO F ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity. SIGNATURE 9 DATE Form must be signed by an officer listed under Section C of this form. 5 .,M. kk" &F -o Print or Type Name of Officer Print or Type Title of Officer HOW TO FILE AND FEES: TWO FILING OPTIONS 1. File the annual report electronically with the NC Secretary of State for a reduced fee of twenty dollars ($20) -- eighteen dollar ($18) filing fee and two dollar ($2) electronic filing fee. File electronically at "File Annual Reports Online" with real time filing; or 2. File the annual report (Form CD -479), in paper form with the NC Department of Revenue for a fee of twenty-five dollars ($25). Mail Form CD -479 to NC DOR, PO Box 25000, Raleigh, NC 27640-0500. The paper return is not a real-time filing and will take longer to process. Note: North Carolina law does not permit Limited Liability Companies (LLCs) and Limited Liability Partnerships (LLPs) to file the annual report with the NC Department of Revenue. Therefore, all LLCs and LLPs must file directly with the NC Secretary of State's Office at the link above. 6D39353.0087815E M170 07/28/2017 09:06:09 • Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Fiiings File an Annual Report/Amend an Annual Report • Print an Amended a Annual Report Form • Print a Pre - Populated Annual Report Form Business Corporation Legal Name RALEY-MILLER PROPERTIES. INC. Information Sosld: 0493595 Status: Current -Active Annual Report Status: Current Citizenship: Domestic Date Formed: 5/6/1999 Fiscal Month: December Registered Agent: Rayburn, C Richard, Jr Addresses Mailing Principal Office Reg Office Reg Mailing 10815 Sikes Place Suite 300 10815 Sikes Place Suite 300 227 W Trade St Ste 1200 227 W Trade St Ste 1200 Charlotte, NC 28277 Charlotte, NC 28277 Charlotte, NC 28202 Charlotte. INC 28202 Officers Chief Executive Officer President David Miller Larry Raley 6413 Glynmoor Lakes Dr 12122 Shoal Creek Ct Charlotte NC 28277 Charlotte NC 28277 Stock Class: COMMON Shares: 100000 No Par Value: Yes State of North Carolina DWR Department of Environment and Natural Resources Division of Water Resources Division of Water Resources Watershed Classification Attachment (WSCAS 01-15) These instructions are to be used when completing form WSCAS for sewer extension projects. Identifying stream classifications that are affected by the project is necessary: • To determine/confirm the minimum separation distance of sewer system components from classified waters as specified in 15A NCAC 2T .0305(f) • To determine/confirm any applicable river basin rules that may affect sewer system components If any portion of the sewer extension comes within 100 feet of any surface water (waterbody) or wetland a completed form is required. Determine the names of surface waters within 100 feet of the project or along the project route and utilize either of the below options to determine stream classification: Finding Stream Classifications (Map or List) A map with designated streams and their associated classifications can be obtained at: http://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?i d=6el25ad7628f494694e259c8Odd64265 • Find/select the waterbody and record the river basin(s), stream index number and classifications applicable to the project on the form or A listing of stream classifications based on river basin can be obtained at: http://portal.ncdenr.org/web/wq/ps/csu/classifications (see left hand side of webpage) • Select the river basin(s) (hydrological or alphabetically sorted) where your project is located • Locate the name of the identified waterbody on the list for the selected basin • For multiple listings of the same waterbody name in the report, select and verify the location description. The term "source" in the description means the beginning of the waterbody segment (most upstream point) • Record the river basin(s), stream index number and classification applicable to the project on the form Submittal Instructions Label any unnamed tributaries as "UT to stream name" as the waterbody name on form per 15A NCAC 02B .0301(i). See page 2 for additional notes on unnamed streams. Submit a color copy of a USGS Topographic Map to identify the project area and surface waters. Each map or maps must show the location of the sewer system and include location identifiers where the system traverses over or near waterbodies. The map should have location ID's for each different waterbody and corresponding classifications should be recorded. "Note that these instructions do not need to be submitted" Note on Unnamed Streams (15A NCAC 02113.03016 Any stream which is not named in the schedule of stream classifications carries the same classification as that assigned to the stream segment to which it is tributary except: • unnamed streams specifically described in the schedule of classifications; • unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or • after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class SA waters by approved dredging projects will be classified "SC" unless case-by-case reclassification proceedings are conducted. The following river basins have different policies for unnamed streams entering other states or for specific areas of the basin: HIWASSEE RIVER BASIN Streams entering Georgia or Tennessee shall be classified "C Tr." LITTLE TENN RIVER BASIN AND SAVANNAH RIVER Streams entering Georgia or Tennessee shall be classified DRAINAGE AREA "C Tr." Such streams in the Savannah River drainage area entering South Carolina shall be classified "B Tr." FRENCH BROAD RIVER BASIN Streams entering Tennessee will be classified "B." WATAUGA RIVER BASIN Streams entering the State of Tennessee are classified 11C." BROAD RIVER BASIN Streams entering South Carolina are classified "C." NEW RIVER BASIN Streams entering the State of Tennessee are classified 11C." CATAWBA RIVER BASIN Streams entering South Carolina are classified "C." YADKIN-PEE DEE RIVER BASIN Streams entering Virginia are classified "C," and such streams entering South Carolina are classified "C." LUMBER RIVER BASIN Streams entering South Carolina are classified "C Sw." ROANOKE RIVER BASIN Streams entering Virginia are classified "C." Except that all backwaters of John H. Kerr Reservoir and the North Carolina portion of streams tributary thereto not otherwise named or described shall carry the classification "B," and all backwaters of Lake Gaston and the North Carolina portion of streams tributary thereto not otherwise named or described shall carry the classification "C and B." CHOWAN RIVER BASIN Streams entering Virginia are classified "C." TAR-PAMLICO RIVER BASIN All drainage canals not noted in the schedule are classified "C Sw," except the main drainage canals to Pamlico Sound and its bays which shall be classified "SC." PASQUOTANK RIVER BASIN All drainage canals not noted in the schedule are classified "C." "Note that these instructions do not need to be submitted" DWR Division of Water Resources State of North Carolina Department of Environment and Natural Resources Division of Water Resources Watershed Classification Attachment (WSCAS 01-15) Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies. Each map or maps must show the location of the sewer system and include location identifiers where the system traverses over or near waterbodies. The map should have location ID's for each different waterbody and corresponding classifications should be recorded. Include the completed form and map portions with the permit application for submittal to the appropriate review agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from: http://portal.ncdenr.org/web/wq/home/ro Location ID Name of Waterbody' River Basin Waterbody Index No. Waterbody Classification SITE Clarke Creek Yadkin Pee -Dee 13-17-4 C 1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins. I certify that as a Registered Professional Engineer in the State of North Carolina that 1 have diligently followed the Division's instructions for classifying waterbodies and that the above classifications are inclusive of the stated project, complete and correct to the best of my knowledge and belief. PE Seal, Signature and Date 10 ���Illllhll4 i l I l l flllly/ CAR°�i�'''. 'SS/°�.� gam' as SEAL 'r 030523 01111 k\O 0�-29-�o2g YADKIN RIVER BASIN Name of Stream Subbasin Stream Index Number Map Number Class Carolina Creek YAD14 13-17-40-5 H17SW3 WS -V Carroll Branch YAD01 12-24-8-1-3 C12NE5 C;Tr,ORW Carter Creek YAD02 12-93 D17NW3 C Cartledge Creek YAD16 13-35 G19SE8 C Cattail Creek YAD09 13-2-19-2 F19NW7 WS -IV Cattail Creek YAD08 13-8-1 F18SE5 WS -IV Caudill Branch YAD01 12-46-2-2-2 B14NW9 C;Tr,ORW Caudle Branch YAD14 13-17-40-16-2 G17SE9 C Cedar Branch YAD14 13-17-35 G17NE6 C Cedar Branch YAD14 13-17-40-7 H17NW9 WS -V Cedar Branch YAD14 13-17-40-20 G18SW8 C Cedar Branch YAD15 13-25-31-1 F19SW9 C Cedar Branch YAD15 13-25-32-1 G19NW2 C Cedar Creek YAD09 13-2-23 F19NW7 WS -IV Cedar Creek YAD08 13-12-(1) G18NW3 WS -IV Cedar Creek YAD08 13-12-(2) G18NW3 WS-IV;CA Cedar Creek YAD10 13-21 H18NE3 C Cedar Creek YAD15 13-25-22 F19SE2 C Cedar Creek YAD05 12-102-13-(2) C16SE9 C Cedar Creek YAD17 13-47-3 H18SW6 C Cedar Creek YAD08 12-125-(1) E18SW4 WS -IV Cedar Creek YAD08 12-125-(2) E18SW4 WS-IV;CA Cedar Creek, including proposed reservoir YAD05 12-102-13-(1) C16SE4 B Cedar Fork Creek YAD09 13-2-3-3-2 E19NE1 C Chadric Creek YAD02 12-62-5-1 1315NW6 B;Tr,ORW Champ Creek YAD03 12-72-5 A16SE8 C Cheatwood Branch YAD01 12-46-4-10-1-2 B14SE3 C Cheek Creek YAD15 13-25-36 F19SE9 C Chestnut Branch YAD01 12-24-7 C12NE6 B;Tr,ORW Childs Branch YAD17 13-42-2-2-1 H18NW9 C Chinkapin Creek YAD14 13-17-36-9-5-(0.3) G16SE3 WS -III Chinkapin Creek YAD14 13-17-36-9-5-(0.7) G17SW4 WS-III;CA Chinquapin Creek YAD03 12-72-14-3 B17NW7 WS-II;HQW Chinquapin Creek YAD05 12-102-6 C16SE7 C Chock Creek (Gibson Pond) YAD16 13-39-6 H20NE4 WS -III Christian Creek (North Fork Mitchell River) YAD02 12-62-8 B15NW3 B;Tr,ORW Church Barnch YAD01 12-42-4 B14SW4 C Church Branch YAD01 12-17 C12SE9 C;Tr Church Creek YAD04 12-115.5 E17SW3 C Clarke Creek YAD11 13-17-4 F15NE9 C Clarks Creek YAD10 13-16 F18SE6 C Clarks Creek YAD11 13-17-5-2 F15SE3 C Clay Creek YAD17 13-47-1 H17SE5 C Clear Branch YAD01 12-24-5 C12NE2 B;Tr,ORW Clear Branch YAD01 12-40-2-3 B13SE4 WS-II;Tr,HQW Clear Creek YAD11 13-17-8-4-1 F16SW9 C Clear Creek YAD12 13-17-17 G16NW6 C Clercy Branch YAD06 12-108-16-2-3 C15NW7 WS -III Clinard lake YAD04 12-94-7-7 C17NE8 C Cling Branch YAD01 12-19-13 C12SE6 C;Tr Coal Creek YAD01 12-31-1-9-(1) C13NE3 C Coal Creek YAD01 12-31-1-9-(2) C13NE6 WS -IV Cobb Creek YAD02 12-55-1-1 C15NE1 C Coddle Creek YAD11 13-17-6-(0.5) E15SE6 WS-II;HQW Page 5 of 27 2016/03/03 9:31:18 National Flood Hazard Layer FIRMette 35°25'20.08"N FEMA Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT cci I.V,VVV 0 250 500 1,000 1,500 2,000 Without Base Flood Elevation (BFE) ', �A, V. A99 SPECIAL FLOOD With BFE or Depth HAZARD AREAS Regulatory Floodway zone AE. AD. AH. VE, AR 0.2% Annual Chance Flood Hazard, Areas of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile zone x "� Future Conditions 1% Annual Chance Flood Hazard zone x Area with Reduced Flood Risk due to )THER AREAS OF Levee. See Notes. zone x FLOOD HAZARD Area with Flood Risk due to Levee zone D O SCREEN Area of Minimal Flood Hazard zone x Q Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard zone D GENERAL - — - - Channel, Culvert, or Storm Sewer STRUCTURES uuulllllll Levee, Dike, or Floodwall e zo.z Cross Sections with 1% Annual Chance 17•s Water Surface Elevation o- - - Coastal Transect ,.._.aj,.,..._ Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary — --- Coastal Transect Baseline OTHER _ Profile Baseline FEATURES Hydrographic Feature Digital Data Available ^N El No Digital Data Available MAP PANELS ® Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The base map shown complies with FEMA's base map accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 2/14/2018 at 2:03:28 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: base map imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM - zt IRI=DELL ROWAN LINCOLN - 1 ' f CABARRUS 4 � _ I GASTON + ME K1 NB RG , ,r DATUM INFORMATION The projection used in the preparation of this map was the North Carolina State Plane (FIPSZQNE 3200). The horizontal datum was the North American Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or Universal Transverse Mercator zones used in the production of FIRMS for adjacent jurisdictions may result in slight positional differences in map features across jurisdictional boundaries. These differences do not affect the accuracy of this FIRM. All coordinates on this map are in U.S. Survey Feet, where 1 U.S. Survey Foot = 120013937 Meters. Flood elevations on this map are referenced to the North American Vertical Datum of 1988 (NAVD 88). These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum. An average offset between NAVD 88 and the National Geodetic Vertical Datum of 1929 (NGVD 29) has been computed for each North Carolina county, This offset was then applied to the NGVD 29 flood elevations that were not revised during the creation of this statewide format FIRM. The offsets for each county shown on this FIRM panel are shown in the vertical datum offset table below. Where a county boundary and a flooding source with unrevised NGVD 29 flood elevations are coincident, an individual offset has been calculated and applied during the creation of this statewide format FIRM. See Section 6.1 of the accompanying Flood Insurance Study report to obtain further information on the conversion of elevations between NAVD 88 and NGVD 29. To obtain current elevation, description, and/or location information for bench marks shown on this map, please contact the North Carolina Geodetic Survey at the address shown below. You may also contact the Information Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its website at httR://www.ngs.noaa.,qcv. North Carolina Geodetic Survey 121 West Jones Street Raleigh, NC 27601 (919) 733-=3836 htto://www. ncos. state. nc. us L;ounty Average Vertical Uatum Uttset latae Counter Vertical Datum Offset (ft) CABARRUS -0.80 MECKLENBURG -0.74 NAVD 88 = NGVD 29 + All streams listed in the Flood Hazard Data Table below were studied by detailed methods using field survey. Other flood hazard data shown on this map may have been derived using either a coastal analysis or limited detailed Riverine analysis. More information on the flooding sources studied by these analyses is contained in the Flood Insurance Study report. Floodw ay Width (feet) FLOOD HAZARD DATA TABLE Fixdar Cotnn.Myemrmch W Line Left/Right Distance From the Center of Stream to stream Siouan Flood r]scharge (cfs) Flood 1% Annual chance Goss Stream Discharge (100-year} Encroachment Boundary Section Station (cfs) Water -Surface Elevation (Looking Downstream o ( 9 } r K 000 11 (feet NA V D 88) Total Floodway Width CLARKE CREEK 180 18,0061 N/A---TF-630.8 84311733 ROCKY RIVER 4290 428,9852 NIA 622.1 800 4301 430,1152 NIA 622.3 s 4321 432, 0602 NIA 624.7 800 4343 434,310 L N/A 11 626.7 11 700 ' Feet alcove confluence w ith Rocky River2 Feet above mouth 3 Width/w idth w ithin county boundary 12501400 _ 13501475 029 2,941 ' 5,930 8.399 6WA - - 6333 - 750 1 620 90f] 1 675 D41 4,127 , t 8,399 630.5 633.4 „Jr I i DATUM INFORMATION The projection used in the preparation of this map was the North Carolina State Plane (FIPSZQNE 3200). The horizontal datum was the North American Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or Universal Transverse Mercator zones used in the production of FIRMS for adjacent jurisdictions may result in slight positional differences in map features across jurisdictional boundaries. These differences do not affect the accuracy of this FIRM. All coordinates on this map are in U.S. Survey Feet, where 1 U.S. Survey Foot = 120013937 Meters. Flood elevations on this map are referenced to the North American Vertical Datum of 1988 (NAVD 88). These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum. An average offset between NAVD 88 and the National Geodetic Vertical Datum of 1929 (NGVD 29) has been computed for each North Carolina county, This offset was then applied to the NGVD 29 flood elevations that were not revised during the creation of this statewide format FIRM. The offsets for each county shown on this FIRM panel are shown in the vertical datum offset table below. Where a county boundary and a flooding source with unrevised NGVD 29 flood elevations are coincident, an individual offset has been calculated and applied during the creation of this statewide format FIRM. See Section 6.1 of the accompanying Flood Insurance Study report to obtain further information on the conversion of elevations between NAVD 88 and NGVD 29. To obtain current elevation, description, and/or location information for bench marks shown on this map, please contact the North Carolina Geodetic Survey at the address shown below. You may also contact the Information Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its website at httR://www.ngs.noaa.,qcv. North Carolina Geodetic Survey 121 West Jones Street Raleigh, NC 27601 (919) 733-=3836 htto://www. ncos. state. nc. us L;ounty Average Vertical Uatum Uttset latae Counter Vertical Datum Offset (ft) CABARRUS -0.80 MECKLENBURG -0.74 NAVD 88 = NGVD 29 + All streams listed in the Flood Hazard Data Table below were studied by detailed methods using field survey. Other flood hazard data shown on this map may have been derived using either a coastal analysis or limited detailed Riverine analysis. More information on the flooding sources studied by these analyses is contained in the Flood Insurance Study report. FLOOD HAZARD DATA TABLE Floodw ay Width (feet) FLOOD HAZARD DATA TABLE Fixdar Cotnn.Myemrmch W Line Left/Right Distance From the Center of Stream to stream Siouan Flood r]scharge (cfs) Flood 1% Annual chance Goss Stream Discharge (100-year} Encroachment Boundary Section Station (cfs) Water -Surface Elevation (Looking Downstream o ( 9 } r K 000 11 (feet NA V D 88) Total Floodway Width CLARKE CREEK 180 18,0061 N/A---TF-630.8 84311733 ROCKY RIVER 4290 428,9852 NIA 622.1 800 4301 430,1152 NIA 622.3 650 4321 432, 0602 NIA 624.7 800 4343 434,310 L N/A 11 626.7 11 700 ' Feet alcove confluence w ith Rocky River2 Feet above mouth 3 Width/w idth w ithin county boundary FLOOD HAZARD DATA TABLE 1%Annuaeaancef100-year) water-9lrrece HevaDan (teat NAV088) Fixdar Cotnn.Myemrmch W Line Cross Sec4on stream Siouan Flood r]scharge (cfs) Ckstame in Feet From Canker of Soeam to Ewrmehment Boundary (Looldng Dow nslreanrll rxktlng Lard Use Condi4ons FuMe Lard (be Condkions - ecrAtng Land Us Coedaions r0we Land Lk- Condalnns Left 1 Wvt Lar/ 1 rdghl JI CLARKS CREEK water -surface elevation of the 1%D annual chance flood. K ZONE A No Base Flood Elevation determined, 370037 ZONE AE Base Flood Elevations determined. K 000 11 9.201 12.950 8W,2 633.1 450190 5001100 013 1,253.1 7,341 10.360 830.4 633.3 12501450 13001500- 021 2,069 5,930 8.399 830.4 _ _633.3 12501400 _ 13501475 029 2,941 ' 5,930 8.399 6WA - - 6333 - 750 1 620 90f] 1 675 D41 4,127 , 5,930 8,399 630.5 633.4 4301185 5101210 048 4,770' 5.930 8,399 em.8 633.5 2571570 3101810 -082 - 5,241 ' 5,930 8,399 890.7 633.5 2051 395 3251425 046 5,568' 5,930 8;389 630.8 633.7 2751430 3301460 061 6,0741 5,930 8,399 631.1 633.9 1801330 2001375 066 6,5751 5,330 8,399 631.6 634-1 2601460 3251515 089 6,9241 5,930 8,399 631.7 634.3 1 400)850 5201740 074 1 7,4471 5,930 1 8,399 L 832.0 634.4 J 4201310 4801350 RAMAH CREEK (EL 987) Base Flood Elevation value where uniform within zone; elevation in feet* Referenced to the North American Vertical Datum of 1988 010 1,035 2 1,927 2,667 6304 633.3 1301 470 150 R 70D 015 1,494. 1.927 2,867 630.4 $ 633.3 s 1501 300 210 1 380 02D 208 1,927 2.867 630.4 633.3} 1501310 1801430 D31 3,.098 1,927 2.667 630.4 633.3; 180182 2201110 D41 4.085' 1.927 2,667 630.4 633.33 194190 3901130 D48 4,7713 1,927 2;667 630.4 633.33 3001120 4301140 054 5,4022 1,927 2.667 631.8 63333 300180 360 180 069 5,927' 1,927 2,667 633.0 633.8 2001150 2401240 089 6,9032 1.927 2.887 635.7 836.4 145 i 145 1701180 076 7,5512 1,927 2.667 837.6 638.5 1101120 1701210 082 8.1992 1.927 2,667 639.3 640.1 270 140 35D 150 r.%o above Coonty line ' Fsetabme confluemewrUh Clarle Creek ' 6avalian mekrdes teckweler from Clarke Creek �1l8r101iB i1fEG#iERbflrQ Axl STOIM !_leo _ - WATTTTTTT - Services 4 �1 r FEMA'S COOPERATING TECHNICAL PARTNER This digital Flood Insurance Rate Map (FIRM) was produced through a unique cooperative partnership between Charlotte -Mecklenburg, the State of North Carolina, the Federal Emergency Management Agency (FEMA), and the U.S. Army Corps of Engineers. Charlotte -Mecklenburg Storm Water Services (CMSWS) has developed a long term approach of floodplain managementto decrease the costs associated with flooding- This i s demonstrated b CMSWS commitment to ma floodplain areas at the local level. As art Y p p p of this effort, CMSWS has Joined in a Cooperating Technical Communityagreement with FEMA and a partnership with the NCFMP to produce and maintain this digital FIRM. rrvww.ncfioodmaps.com http://stormwater.charmeck.org 1 41 620 000 FEET S5° 26 39210w 35°25 3920°'1 612 500 FEET 35°25 391 Slow 610 000 FEET 1 4i 1 480 000 FEET CLARKE CREEK (FUTURE) 370478 This ma is for use in administering the National Flood Insurance Program. It does not necessarily p ga g o y identify all areas subject to flooding, particularly from local drainage sources of small size. The community map repository should be consulted for possible updated or additional flood hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floodways have been determined, users are encouraged to consult the Flood Profiles, Floodway Data, Limited Detailed Flood Hazard Data, and/or Summary of Stillwater Elevations tables contained within the Flood Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS report should be utilized in conjunction with the FIRM for purposes of construction and/or floodplain management. Boundaries of regulatory floodways shown on the FIRM for flooding sources studied by detailed methods were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the National Flood Insurance Program- Floodway widths and other pertinent floodway data for flooding sources studied by detailed methods as well as non -encroachment widths for flooding sources studied bYlimi ted detailed methods are provided in the Flood Insurance Study (FIS) report for this jurisdiction. The FIS report also provides instructions for determining a floodway using non -encroachment widths for flooding sources studied by limited detailed methods. NOTES TO USERS Certain areas not in Special Flood Hazard Areas may be protected by flood control structures - Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance Study report for information P on flood control structures in this jurisdiction. Base map information and geospatial data used to develop this FIRM were obtained from various organizations, including the participating local community(ies), state and federal agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired by Cabarrus County and planimetric base map information obtained from Mecklenburg County Storm Water Services and the Mecklenburg County GIS Department. The time period of collection for the Cabarrus imagery is 2005. The time period of collection for the Mecklenburg planimetric base map information ranges from 2004 for building footprints through 2007 for the street centerline and Jurisdictional Boundary. Building footprints were digitized from 2004 aerial photography at a scale of 1:1,200 within North Carolina accuracy standards. Building footprints were produced by Avio image of Charlotte, North Carolina. Information and geospatial data supplied by the local community(ies) that met FEMA base map specifications were considered the preferred source for development of the base map. See geospatial metadata for the associated digital FIRM for additional information about base map preparation - Base map features shown on this map, suchas corporate limits are based on thee most up-to-date data available at the time of publication. Changes in the corporate limits may have occurred since this map was published. Map users should consult the appropriate community official or website to verify current conditions of jurisdictional boundaries and base map features. This map may contain roads that were not considered in the hydraulic analysis of streams where no new hydraulic model was created during the production of this statewide format FIRM. This map reflects more detailed and up-to-date stream channel configurations than those shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were transferred from the previous FIRM may have been adjusted to conform to these new stream channel configurations. As a result the Flood Profiles and Floodway Data tables in the Flood Insurance Study report(which contains authoritative hydraulic data) may reflect stream channel distances that differ from what is shown on this map. Please refer to the separately printed Map Index for an overview map of the county showing the layout of map panels, community map repository addresses, and a Listing of Communities table containing National Flood Insurance Program dates for each community as well as a listing of the panels on which each community is located. If you have questions about this map, or questions conceming the National Flood Insurance Program in general, please call 1 - 877 - FEMA MAP (1-877-336-2627) or visit the FEMA website at http://www.fema.ciov. An accompanying Flood Insurance Study report, Letter of Map Revision (LOMB) or Letter of Map Amendment (L MA) revisingPortions of this Pane/ and digital versions of this FIRM may be available. Visit the North Carolina Floodplain Mapping Program m website at http://www.ncfioodmaps.com, or contact the FEMA Map Service Center at 1-800-358-9615 for information on all related products associated with this FIRM. The FEMA Map Service Center may also be reached by Fax at 1-800-358-9620 and its website at htto://www.msc.fema.gov. LEGEND EX DO FEET MAP REPOSITORY Refer to listing of Map Repositories on Map Index or visit htto:/Iwww.ncfloodmar)s.com. EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL NOVEMBER 5, 2008 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL MARCH 2,2009 1 'Updated flood hazards to reflect seamless statewide mapping. For community snap revision history prior to statewide mapping, refer to the community Map History table located in the Flood Insurance Study P 1 report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina Division of Emergency Management or the National Flood Insurance Program at the following phone numbers or websites: NC Division of Emergency Management Charlotte -Mecklenburg Storm water Services National Flood Insurance Program (919)715-6000 (704) 336-3734 1.900-638-6620 httplAvww.necrimecontrol.orgirtfl hhft111stormwater.charmeck.org hhtt JAvww.fema.govPousiness,+nfip I GRID NORTH MAP SCALE 1" = 500' (1 : 6,000) '2'.50 0 250 500 760 1.000 r -� FEET METERS 150 0 150 300 I:7:111=1W,l.1y,111iELI FIRM FLOOD INSURANCE RATE MAP NORTH CAROLINA :11►N ME,1:�i�! (SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM PANEL LAYOUT) DO FEET • I SPECIAL FLOOD HAZARD AREAS (SFHAS) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD The 1% annual chance flood (100 -year flood), also known as the base flood, is the flood that has a 1%g chance of being equaled or exceeded in any given year. The Special Flood Hazard CID No. Area is the area subject to flooding by the 1% annual chance flood. Areas of Special Flood 'SUFFIX Hazard include Zones A, AE, AH, ACI, AR, A99, V, and VE. The Base Flood Elevation is the 370036 water -surface elevation of the 1%D annual chance flood. K ZONE A No Base Flood Elevation determined, 370037 ZONE AE Base Flood Elevations determined. K ZONE AH Flood depths of i to 3 feet (usually areas of ponding); Base Flood Elevations 370476 determined. K ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain), average 370158 depths determined. For areas of alluvial fan flooding, velocities also K determined. ZONE AR Special Flood Hazard Area formerly protected from the 1%D annual chance flood by a flood control system that was subsequently decertified. Zone AR indicates that the former flood control system is being restored to provide protection from the 1% annual chance or greater flood. ZONE A99 Areas to be protected from 1% annual chance flood by a Federal flood protection system under construction; no Base Flood Elevations determined. ZONE VE Coastal flood zone with velocity hazard (wave action); Base Floud Elevations determined. FLOODWAY AREAS IN ZONE AE The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial increases in flood heights. COMMUNITY ENCROACHMENT AREAS (Mecklenburg County) 3O FEET OTHER FLOOD AREAS ZONE X Areas of 0,2%a annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood. OTHER FLOOD AREAS (Mecklenburg County) ZONE X Areas of future conditions 1% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual M chance flood. OOTHER AREAS X ZONE X Areas determined to be outside the 0.2% annual chance floodplain; areas outside X future conditions 1% annual chance Floodplain. ZONE D Areas in which flood hazards are undetermined, but possible. COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS ti OTHERWISE PROTECTED AREAS (OPAs) I E X CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas. E X 1% annual chance floodplain boundary (Mecklenburg County) 1% annual chance floodplain boundary 1% annual chance future conditions floodplain boundary (Mecklenburg County) 0.2% annual chance floodplain boundary - Floodway boundary - - - - - Community encroachment boundary (Mecklenburg County) Zone D boundary •*���e�a •�iiie■eeeie• CBRS and OPA. boundary Boundary dividing Special Flood Hazard Area Zones and boundary•�- dividing Special Flood Hazard Areas of different Base Flood Elevations, Flood depths or food velocities. 513- Base Flood Elevation line and value; elevation in feet* (EL 987) Base Flood Elevation value where uniform within zone; elevation in feet* Referenced to the North American Vertical Datum of 1988 012 Cross section line 23 -------- 23 Transect line 97°p730', 3z�zz3aGeographic coordinates referenced to the North American Datum of 1983 (NAD 83) 4275°0' m 1000 -meter Universal Transverse Mercator grid ticks, zone 17 1 477 500 FEET 2500 -foot grid values: North Carolina State Plane coordinate system (FIPSZONE 3200, State Plane NAD 83 feet) BM5510 North Carolina Geodetic Survey bench mark (for more information X visit httd://www.ncQs.state.nc.us) BM5510� National Geodetic Survey bench mark (for more Information visit htLp://www.nqs.noea.ciov) NGS -58 GPS 2-5 cm Vertical Control Marks or Contractor -Established BM5510 NCFMP Bench Marks (for more information visit �8' http://www.nccis.state.nc.us) RM LSUG14 Mecklenburg County bench mark (for more information visit - X ftp:llBpF.co.mecklenburg,nc.us/luesalstormwater/FIRM Reference Marks/) • M1.5 River Mile EX DO FEET MAP REPOSITORY Refer to listing of Map Repositories on Map Index or visit htto:/Iwww.ncfloodmar)s.com. EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL NOVEMBER 5, 2008 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL MARCH 2,2009 1 'Updated flood hazards to reflect seamless statewide mapping. For community snap revision history prior to statewide mapping, refer to the community Map History table located in the Flood Insurance Study P 1 report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina Division of Emergency Management or the National Flood Insurance Program at the following phone numbers or websites: NC Division of Emergency Management Charlotte -Mecklenburg Storm water Services National Flood Insurance Program (919)715-6000 (704) 336-3734 1.900-638-6620 httplAvww.necrimecontrol.orgirtfl hhft111stormwater.charmeck.org hhtt JAvww.fema.govPousiness,+nfip I GRID NORTH MAP SCALE 1" = 500' (1 : 6,000) '2'.50 0 250 500 760 1.000 r -� FEET METERS 150 0 150 300 I:7:111=1W,l.1y,111iELI FIRM FLOOD INSURANCE RATE MAP NORTH CAROLINA :11►N ME,1:�i�! (SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY CID No. PANEL 'SUFFIX CA8ARRUS COUNTY 370036 4671 K CONCORD, CITY OF 370037 4671 K IHUNTERSVILLE, TOWN OF 370476 4671 K MECKLENBURG COUNTY 370158 4671 K Notioe to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. MAP REVISED MAP {NUMBER MARCH 2, 2009 3710467100K ChwWa-MecklenbuM a sut�, Alrnara2� ST01MJ' p 0 x � 4 �A kD SE State of North Carolina Federal Emergency Management Agency STATE OF NORTH CAROLINA FIRM! PANEL LOCATOR DIAGRAM { • 1 480 000 FEET 80°44.39" 52494°'" 89°44'09" 525°C M 1 487 500 FEET 80°43'00" DAVIDSON JOINS PANEL 46$2 sn°43'39" i� \ 620 000 FEET IREDFt,L �r C��;barr • - - w-: .. '{HNST-Or+i'fS ,' {S®� . i ROWAN US OU17i = r r - t� ► L1 nir r �c�r , ,� r trtr r ,;_.A:re: - ,: - .r+ .. _ , , �� - --C`�BARRUS_CC]LJIiTY 113' f l 61 J 113} X CITY OF CONCORD e � `- - ..t.r � - , i,. ,� �, {i .,�-,•.`' ' VOIR ZC3NE STANLY i ZX �NEaX F�• I s' -s'' ZdNE `AE MECKLENBURG.+ All -7()() l UNIONi 1ANSON DATUM INFORMATION ��y -' The projection used in the preparation of this map was the North Carolina State Plane (FIPSZONE 3200). The horizontal datum was the North American Datum of , 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or Universal Transverse Mercator zones productionin the ursd ctions may result nght p P slid ositional differences in map features across acent • , iI t %�n: ,r I Y g of this t'� `� t L • !' jurisdictional boundaries. These differences do not affect the accurac Y ZONE X FIRM. All coordinates on this map are In U.S- Survey Feet, where �. 1 U.S. Survey Foot = 1200/3937 Meters. 3921 ow Flood elevations on this map are referenced to the North American Vertical ZONE AE F a f Ps' Re• lU r R Datum of 1988 (NAVD 88). These flood elevations must be compared to structure FLOODING, EFFECTS EL6z4g ``S � �' r 5 and ground elevations referenced to the same vertical datum. An average offset FROM ROCKY RIVER , ROUE `4"S` ���` W between NAVD 88 and the National Geodetic Vertical Datum of 1929 (NGVD 29)r { has been computed for each North Carolina county. This offset was then applied to the NGVD 29 flood elevations that were not revised during the creation of this 623 statewide format FIRM. The offsets for each county shown on this FIRM panel are shown in the vertical datum offset table below. Where a county boundary and a ZONE X _ flooding source with unrevised NGVD 29 flood elevations are coincident, an individual offset has been calculated and applied during the creation of this statewide format FIRM. See Section 6.1 of the accompanying Flood Insurance ZONE AE Study report to obtain further information on the conversion of elevations QP ZOIVEX r between NAVD 88 and NGVD 29. To obtain current elevation, description, and/or t location information for bench marks shown on this map, please contact the +� F North Carolina Geodetic Survey at the address shown below. You may also contact the Information Services Branch of the National Geodetic Survey at (301) ° ' Y 713-3242, or visit its website at http:Nwww.n-s.noaa.gov. North Carolina Geodetic Survey 121 West Jones Street Raleigh, NC 27601 (919) 733-3836 htto://www. ncas. state. nc, us ,•NEAE / LU Z J• All streams listed in the Flood hazard Data Table below were studied by detailed Q methods using field survey. Other flood hazard data shown on this map may have been derived using either a coastal analysis or limited detailed Riverine` analysis. More information on the flooding sources studied by these analyses is contained in the Flood Insurance Study report. FLOOD HAZARD DATA TABLE R000`w ay Width (feet). Left/Right Distance From the Center of Stream to N/A 4261 426,060 1% Annual Chance Cross Stream Flood (100 -year) Encroachment Boundary Section Station Discharge Water -Surface Elevation (Looking Dow nstrearri) or 430,115 N/A (cfs) (feet NAVD 88) Total Floodway Width ROCKY RIVER 4236 423,550 N/A 4261 426,060 N/A 4275 427,540 N/A 4277 427,6£0 N/A 4290 428,985 N/A 4301 430,115 N/A 616.8 618.9 620.7 621.1 622.1 622.3 500 500 140 190 800 650 ' Feet above mouth 35°25'39" 521 rr 1e'S WD,!NE AE ZONE X ZQNE' X is y . . , 1jt 612 500 FEET 44ME ' ZONE X' azo r ' • ys, © ZONE X - 0 ''"`�'' . r, f7 i k hrF� i _ C/ Ty Q'� CO�� �ppNTy b- ©RD �I'd 1 490 000 FEET 620 000 FEET 09—,a,) 7cca rn 0 i JL ZONE X 617 540 FEET 35°26'90° M u0 W Z 2E U) �(A ° 35°25'30" 39209cO M Cabarrus County Unincorporated Areas 7 374436 s L3]w 'A0 �,, - � - - , . C. _ 35^25'99„ 1- v:.- - 41t, ZONE X '-ti ' ZQNE AEi � •;, �,, • '.._ -__ ����aAr�+� � ZCiNE X Y- � -- -•� � - iia SW lei wQ (�ti�araru L ca�lt�t h A " City C of Concord _ s, 7t c—ZOI E r . 374437 3919°C4M rn l :+ T (,SR't525}s4 * i ` 610 000 FEET ' 3919m r,< 80"44'30" 80°44'09" JOINS PANEL 468( 80°49'30'• ZONE X'' 524.... ZONE X FLOODING EFFECTS ' 525499rr 89°43.00' 526{"}�r^ 610 000 FEET 1 480 000 FEET 1 482 500 FEET FROM ROCKY RIVER 1 490 000 FEET NOTES TO USERS This map is for use in administering the National Flood Insurance Program. It does not Certain areas not in Special Flood Hazard Areas may be protected by flood control structures- This map reflects more detailed and up-to-date stream channel configurations than those MAP REPOSITORY necessarily identify all areas subject to flooding, particularly from local drainage sources of small Refer to Section 4.4 "`Flood Protection Measures" of the Flood Insurance Study report for shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were Refer to listing of Map Repositories on Map Index or visit http://www. ncfloodmaos.com. as„^� akeR� size. The community map repository should be consulted for possible updated or additional information on flood control structures in this jurisdiction. transferred from the previous FIRM may have been adjusted to conform to these new stream o flood hazard information. channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL '. Base map information and geospatial data used to develop this FIRM were obtained from Insurance Study report (which contains authoritative hydraulic data) may reflect stream channel - f r To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floodways various organizations, including the participating local community(ies), state and federal distances that differ from what is shown on this map. NOVEMBER 5, 2008 have been determined, users are encouraged to consult the Flood Profiles, Floodway Data, Limited agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired by • "`"�v . FEMA'SCOOPERATING TECHNICAL PARTNER{ c� EFFECTIVE DATES OF REVISIONS TO THIS PANEL �n o s Detailed Flood Hazard Data, and/or Summary of Stillwater Elevations tables contained within the Flood Cabarrus County. The time period of collection for the imagery is 2005. Information and Please refer to the separately printed Map Index for an overview map of the county showing the DATE(S) REVISION(S) Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs shown on geospatial data supplied by the local community(ies) that met FEMA base map specifications layout of map panels, community map repository addresses, and a Listing of Communities table the FIRM represent rounded whole -foot elevations. These BFEs are intended for flood insurance were considered the preferred source for development of the base map. See geospatial containing National Flood Insurance Program dates for each community as well as a listing of the This digital f=lood Insurance Rate Ma 'FIRM was produced through unique rating purposes only and should not be used as the sole source of flood elevation information. metadata for the associated digital FIRM for additional information about base map preparation. panels on which each community is located, g p (FIRM) p g a q Accordingly, flood elevation data presented in the FIS report should be utilized in conjunction with the cooperative partnership between the State of North Carolina and the Federal FIRM for purposes of construction and/or floodplain management. Base ma features shown on this ma such as corporate limits, are based on the most u to- If you have questions about this ma or questions concerning the National Flood Insurance Emergency Management Agency (FEMA}. The State of North Carolina has p p' p p Y q p' q g date data available at the time of publication. Changes in the corporate limits may have Program in general: please call 1 - 877 -FEMA MAP (1-877-336-2627) or visit the FEMA implemented a long term approach of floodplain management to decrease the Boundaries of regulatory floodways shown on the FIRM for flooding sources studied by detailed occurred since this map was published. Map users should consult the appropriate community website at http://www.fema.gov. costs associated with flooding. This is demonstrated by the State's commitment to methods were computed at cross sections and interpolated between cross sections. The floodways official or website to verifycurrent conditions of jurisdictional boundaries and base ma features. P � Y j p For communityma revision histo prior to statewide mapping. refer to the Community Ma Histo table located in map floodplain areas at the local level. As a part of this effort, the state of North were based on hydraulic considerations with regard to requirements of the National Flood Insurance This ma may contain roads that were not considered in the hydraulic analysis of streams where An accompanyingFlood Insurance Stud report, Letter of Ma Revision LOMB or Letter of Ma p history pp g y p y g 4 p y y y yp { } p the Flood Insurance Study report for this jurisdiction. Carolina has joined in a Cooperating Technical State agreement with FEMA to Program. Floodway widths and other eminent floodway data for flooding sources studied b detailed j p 9 9 no new hydraulic model was created during the reduction of this statewide format FIRM. Amendment LOMA revising portions of this ane! and digital versions of this. FIRM may be g Y p Y 9 Y y g p { } � p p 9 Y To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina produce and maintain this digital FIRM. methods as well as non -encroachment widths for flooding sources studied by limited detailed available. Visit the North Carolina Floodplain Mapping Program website at Division of Emergency Management or the National Flood Insurance Program at the following phone numbers or methods are provided in the Flood Insurance Study (FiS) report for this jurisdiction. The FIS report http://www.ncfloodmaps-com, or contact the FEMA Map Service Center at 1-800-358-9616 for websites: also provides instructions for determining a floodway using non -encroachment widths for flooding information on all related products associated with this FIRM. The FEMA Map Service Center WWW.ndloodmaps.com sources studied by limited detailed methods. may also be reached by Fax at 1-800-358-9620 and its website at http://www.msc.fema.gov. NG Division of Emergency Management National Flood Insurance Program (919) 715-8{100 httoJlwwwnccrimecantral.oralnfio 1-800-638-6620 htta:Ilwww.fema.uovlbusinesslnflol LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD EVENT The 1% annual chance flood (100 -year flood), also known as the base flood, is the flood that has a 1% chance of being equaled or exceeded in any given year. The Special Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas of Special Flood Hazard include Zones A, AE, AH, Aa, AR, A99, V, and VE. The Base Flood Elevation is the water -surface elevation of the 1% annual chance flood, ZON E A No Base Flood Elevation determined. ZONE AE Base Flood Elevations determined. ZON E AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood Elevations determined, ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined, ZONE AR Special Flood Hazard Area formerly protected from the 1% annual chance flood by a flood control system that was subsequently decertified. Zone AR indicates that the former flood control system is being restored to provide protection from the 1% annual chance or greater flood. ZON E A99 Areas to be protected from 1% annual chance flood by a Federal flood protection system under construction; no Base Flood Elevations determined. ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations determined. FLOODWAY AREAS IN ZONE AE The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial increases in flood heights. OTHER FLOOD AREAS ZONEX Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood. OTHER AREAS ZONE X Areas determined to be outside the 0.2% annual chance floodplain. ZONE D Areas in which flood hazards are undetermined, but possible, COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (ORAS) CBRS areas and C1PAs are normally located within or adjacent to Special Flood Hazard Areas. 1% annual chance floodplain boundary 0.2% annual chance floodplain boundary Floodway boundary Zone D boundary ••...u.r•s.••••••.•• CBRS and CPA boundary Boundary dividing Special Flood Hazard Area Zones and boundary . . dividing Special Flood Hazard Areas of different Base Flood Elevations, flood depths or flood velocities. ^^^ ^ 513 ^-^^-^ Base Flood Elevation line and value, elevation in feet* (EL 987) Base Flood Elevation value where uniform within zone; elevation in feet* Referenced to the North American Vertical Datum of 1988 i Cross section Eine 23 -------- 23 Transect line 97°97'30^, 32°22'39' Geographic coordinates referenced to the North American Datum of 1983 (NAD 83) 427590 M 1000 -meter Universal Transverse Mercator grid ticks, zone 17 1 477 500 FEET 2500 -foot grid values: North Carolina State Plane coordinate system (FIPSZONE 3200, State Plane NAD 83 feet) BM5510 North Carolina Geodetic Survey bench mark (for more information X visit http://www.nggs.state.nc.us) BM5510© National Geodetic Surrey bench mark (for more information visit http;//www.ngs,ngaa,gov) NGS -58 GPS 2-5 cm vertical Control Marks or Contractor -Established BM5510 NCFMP Bench Marks (for more information visit htI;p:Z/www.ncgS.5Late.nC.us) • M1.5 River Mile Ad�_ GRID NORTH MAP SCALE 1" = 500' (1 : 6,000) 250 0 250 500 750 1,090 FEET METERS 159 0 150 390 PANEL 4681J FIRM FLOOD INSURANCE RATE MAP NORTH CAROLINA m m PANEL 4681 IEEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM PANEL LAYOUT] CONTAINS: COMMUNITY CID No. PANEL SUFFIX m CABARR'US COUNTY 370036 4681 1 CONCORD. CITY OF 370037 4681 1 m Notice to User: The Map Number shown below should be used when placing map orders: the Community Number shown above should be used on insurance applications for the subject community. EFFECTIVE DATE MAP NUMBER NOVEMBER 5, 2008 37104681OOJ r 0 0 } �t4 t1RND SSL State of North Carolina CHI Federal Emergency Managenllent Agency