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Home My WebLink AboutSWA000064_Storm Submittal 12-18-19_1/2/2020December 18, 2019 Mrs. Annette Lucas Stormwater Program Supervisor NCDEQ— Stormwater/Water Resources 512 N. Salisbury Street Raleigh, NC 27604 Re: Roslin Farms West Section 5 Located off Running Fox Road Hope Mills, NC 28348 Mrs. Lucas, ENGINEERS • PLANNERS SURVEYORS MOORMAN, KIZER & REFUEL, INC. 115 Broadfoot Ave. P.O. Box 53774 Fayetteville, NC 28305 (910) 484-5191 Fax:(910)484-0388 www.mkrinc.com Enclosed, you will find the plan set for Roslin Farms West Section 5 in Cumberland County along with the storm water calculations for this low -density development as well. Also included are the Stormwater Fast Track Application, accompanying check, and all other required documentation for the project submittal. This project's construction will consist of the grading for the streets & storm drainage culverts necessary to support this new, 31-lot section of the subdivision. Lots will be served with wells & septic tanks. Total disturbed area is anticipated to be 8.3 acres with a maximum allowable built upon area for each lot of 8,000S.F. I would appreciate you reviewing this submittal package and processing it for approval as quickly as possible. Please feel free to contact me if you have any concerns either via email ksmith@mkrinc.com or at the office 910-484-5191. Respectfully Submitted, Ken Smith Jr., PE Moorman, Kizer & Reitzel, Inc. DEMLR USE ONLY Date Received Fee Paid Permit Number SW Program(s): ❑ Coastal SA -HOW ❑ Coastal SA-ORW ❑ Coastal FW-ORW ❑ Coastal Other ❑ Non -coastal HOW ❑ Non -coastal ORW ❑ Urbanizing Areas ❑ USMP NC DEQ Division of Energy, Mineral and Land Resources STATE STORMWATER FAST TRACK PROCESS: "AUTHORIZATION TO CONSTRUCT" (ATC) PERMIT APPLICATION FORM Link to Application Instructions A. ELIGIBILITY FOR FAST -TRACK PERMITTING To be considered for a Fast Track ATC Permit, all of the items below must be checked. If any item cannot be checked, then the project must apply under the Standard Permitting Process. ® The project and all SCMs (including existing SCMs associated with the project) will meet all applicable requirements of 15A NCAC 02H .1000 - .1062, including the Minimum Design Criteria (MDC), upon project completion. ® The project is not proposing an alternative design. ® The project is not claiming an exemption from the MDC based on vested rights, a waiver or a Director's Certification. ® The project is not out of compliance with an existing stormwater permit or any other environmental permit. ® The project is not applying for an offsite permit, an exemption, or a minor modification (as defined in 15A NCAC 02H .1002(25)) to an existing state stormwater permit. ® The project application bears the signature and seal of a professional licensed pursuant to either Chapter 89A or 89C of the NC General Statutes. ® I understand that at project completion, an application with the as -built stormwater plans (as described in 15A NCAC 02H .1044 must be submitted, and DEQ will review the as -built stormwater plans to confirm compliance with the MDC. Approval of the as -built stormwater plans will be required before the Erosion and Sedimentation Control Plan for the project may be closed out. ® I understand that the Fast Track ATC Permit will expire five years after the date of issuance. B. GENERAL INFORMATION 1 Project Name: Roslin Farms West Section 5 2. Previous Project Name (if applicable): 3. Location of Project (street address): 6740 Running Fox Road City. -Hope Mills County -.Cumberland Zip:28348 4. Directions to project (from nearest major intersection): Head south out of Fayetteville on US-301/Gillespie Street for — 10.5 miles Come to the intersection of Roslin Farm Road (SR2243) with US-301 & take a left onto Roslin Farms Road Go approximately 1 3 miles & take a right onto Running Fox Road & follow the street to the back of the subdivision (where Section 5 will be built) 5. Latitude:340 54' 39.1" N Longitude:780 57' 9.3" W of the main entrance to the project. C. PERMIT INFORMATION 1. Specify whether project is (check one): ® New, no previous application ❑ New, replacing a previous Fast Track ATC Permit -- provide previous permit number: SWA By choosing this option, you are also requesting that DFQ rescind the previous Fast Track ATC Permit upon issuance of the new Fast Track ATC Permit. Stormwater Fast Track ATC Application Form Page 1 of 9 Feb. 10. 2018 ❑ Major Modification, replacing an existing stormwater permit — provide existing permit number: SW Status of construction? ❑ Not Started ❑ Partially Completed ❑ Completed Major modifications must be submitted by the original permittee and are allowed only if the SW permit is not expired. Minor modifications must use Standard Permitting Process. By choosing this option, you are also requesting that DEQ rescind the previous SW Permit upon issuance of the new Fast Track ATC Permit. ❑ Transfer of existing Fast Track ATC Permit — provide existing ATC permit number: SWA, 2. Applicable state stormwater program(s) (check all that apply): ❑ Coastal SA-HQW ❑ Urbanizing Areas (Phase 2) ❑ Coastal SA-ORW ❑ Non -Coastal HOW Is any portion of the project within 575 feet of SA-ORW waters? ❑ Yes ❑ No ❑ Non -Coastal ORW ❑ Coastal Freshwater ORW ❑ USMP ❑ Coastal — Other 3. Other Permits (as applicable; write "NA" for those permit types that are not applicable): Project Name Permit/Appl Issue Date Other Information No. CAMA Major N/A NA Erosion & Sedimentation Control Roslin Farms West Section 5 Disturbed Area 8.30 acre NPDES Industrial N/A NA Stormwater 404/401 Permit N/A Proposed Impacts If/ac 4. Local jurisdiction for building permits: Cumberland County Permits & Inspections Department Point of Contact:Rawls Howard Phone #: (910 ) 678-7600 D. CONTACT INFORMATION Applicant/Financially Responsible Party (may be an Organization): Roslin Farms, LLC Signing Official Name & Title:D. Ralph Huff - Member Street Address:639 Executive Place - Suite 400 City: Fayetteville State: NC Zip:28305 Mailing Address (if different): *SAME* City: Phone: (910) 486-4864 Email: Jill RileyCabhhhomes.com State: Zip: Fax: (910) 485-0463 If the Applicant is a Corporation or LLC (Address must match address on file with NC Dept of the Secretary of State): Name of Registered Agent:Denver Ralph Huff - Member - Roslin Farms, LLC. Mailing Address:639 Executive Place - Suite 400 City: Fayetteville State: NC Zip:28305 Phone: (910) 486-4864 Fax: (910) 485-0463 Email:JillyRiley(a),hhhomes. com Stormwater Fast Track ATG Application Form Page 2 of 9 Feb. 10, 2018 The Applicant is the (check all that apply): ® Property Owner ❑ Lessee (Attach a copy of the lease agreement & complete Item 4.) ❑ Purchaser (Attach a copy of the pending sales agreement & complete Item 4.) ❑ Developer (Attach a copy of the development agreement & complete Item 4.) 4. If the Applicant is NOT the Property Owner (skip to Item 5 if the Applicant IS the Property Owner): Property Owner Name/Organization: Signing Official & Title: Street Address: City: State: Zip: Mailing Address (if applicable). - City: State: Zip: Phone: ( ) Fax: ( ) Email: 5. The licensed Design Professional that will be retained for the duration of the project, who may provide information on the Applicant's behalf, and who will prepare and certify the as -built package: Consulting Engineer/Landscape Architect:Jimmy Kizer Jr. PE Consulting Firm: Moorman Kizer & Reitzel, Inc. Mailing Address:115 Broadfoot Avenue City: Fayetteville State:NC Zip:28305 Phone: (910 ) 484-5191 Fax: (910) 484-0388 Email: ikizerir(dokrinc.com 6. [OPTIONAL] If you would like to designate another person to answer questions about the project Name & Title: Organization: Mailing Addre City: Phone: L- Email: E. PROJECT INFORMATION State: Fax: 1. Specify the type of project (check one): ® Low Density ❑ High Density Zip: Briefly summarize how the stormwater runoff will be treated/conveyed: Stormwater runoff from the lots will flow across the vards to the grassed swales on each lot line between the homes and towards the grassed side ditches in the streets These grassed side ditches will carry the runoff to larger, grassed convevance swales at minimal grades which will terminate at rip rap outlet aprons 3. Stormwater runoff from this project drains to the Lumber River River basin(s). 4. Receiving water information (if mnra than .4 raraivinn wqhanz nmvirla nrlrlifinnol i. f ii— — ++ h A - Receiving Water 1 Receiving Water 2 Receiving Water 3 Receiving Stream Name Cold Camp Creek Stream Classification C; SW Stream Index Number 14-22-1-1 Stormwater Fast Track ATC Application Form Page 3 of 9 Feb. 10, 2018 5. Project area and densitv information: Total Property Area 2,085,795 sf Total Surface Water Area 255,947 sf Considered to include: • the normal pool of impounded structures; • the area between the banks of streams and rivers; and • the area below the Normal High Water (NHW) line or Mean High Water (MHW) line. Total Coastal Wetlands Area 0 sf Considered to include: coastal wetlands landward from the NHW (or MHW) line. Total Project Area 1,829,848 Excludes the surface water area and coastal wetland area identified above. sf May or may not be the same as Property Area. Built -Upon Area (BUA) associated with Existing Development 0 sf "Existing development" means those projects that are built or those projects that have established a vested right under North Carolina law as of the effective date of the state stormwater program or applicable local government ordinance to which the project is subject. Proposed New BUA 315,984 sf Includes proposed new BUA that is not associated with existing development. "BUA" is defined in N.C. G. S. 143-214.7(b2). It includes, but is not limited to: buildings, roads, parking areas, sidewalks, and some gravel areas. The design volume of SCMs must take into account the runoff from build out from all surfaces draining to the SCM in accordance with 15A NCAC 02H .1050(1). Project Density w/ Existing Development.- Project Density = (New BUA]/(Total Project Area — Existing BUA] x 100 or 17.27 % w/o Existing Development: Project Density = (New BUA]/Total Project Area] x 100 6. Anticipated construction start date February 2020 7. Is the project located within 5 miles of a public airport? ® No ❑ Yes If `Yes,'see S.L. 2012-200, Part VI: http://www.ncleg.net/Sessions/2011/Bills/Senate/PDF/S229v6 pdf and DEQ Stormwater Design Manual Chapter E-4 Airports. 8. For projects in Union County: Contact DEMLR Central Office Stormwater staff at 919-707-9200 to determine if the project is located within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater requirements per 15A NCAC 02B .0600. Stormwater Fast Track ATC Application Form Page 4 of 9 Feb. 10, 2018 F. SUBMITTAL REQUIREMENTS Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only application packages that include all required items listed below will be accepted and reviewed. Initial each item below to indicate that the required information is provided in the application package: Initials KS 1. Two original signed hard copies and one electronic copy of this State Stormwater Fast Track Process "Authorization to Construct" (ATC) Permit Application Form. KS 2. Permit application processing fee of $505 payable to NCDEQ KS 3. Two hard copies and one electronic copy of a USGS map identifying the project location and GPS coordinates for the project. If the receiving water is Class SA or the receiving water drains to Class SA waters within % mile of the project boundary, include the %2 mile radius on the map. If the project is within 575 feet of Class SA-ORW waters, include the 575-foot radius on the map. KS 4. Two original signed hard copies and one electronic copy of a site plan depicting the boundary of the project or project phase currently being permitted, including the locations of SCMs, streams, wetlands, and buffers. KS 5. Two hard copies and one electronic copy of a construction sequence that discusses how any future development on the project may be phased. KS 6. A copy of the most current property deed. Deed book: 9829 Page No: 575 KS 7. [IF APPLICABLE] When the applicant is a corporation or a limited liability corporation (LLC): Provide two hard copies and one electronic copy of documentation from the NC Secretary of State, or other official documentation, which supports the titles and positions held by the persons listed in Section C.2 per 15A NCAC 2H. 1043(3)(b). The corporation or LLC must be listed as an active corporation in good standing with the NC Department of the Secretary of State; otherwise, the application will be returned. https://www.sosnc.gov/search/index/core 8. [IF APPLICABLE] When the applicant is a Partnership or other person engaging in business under an assumed name, attach a copy of the Certificate of Assumed Name. 9. [IF APPLICABLE] When the applicant is not the property owner: Provide two hard copies and one electronic copy of lease agreements, affidavits, pending sales agreement, development agreement, or other documents showing that the applicant has obtained legal rights to submit a stormwater permit application within the proposed project area. 10. [IF APPLICABLE] If modifying an existing permit for completed or partially completed projects, a copy of the designer's certification. Stormwater Fast Track ATC Application Form Page 5 of 9 Feb. 10, 2018 G. CERTIFICATION OF APPLICANT/ FINANCIALLY RESPONSIBLE PARTY The Applicant, who is also the Financially Responsible Party, identified in Section D of this form must sign and have notarized the following guaranty: 1, (print or type name of Applicant/Financially Responsible Party) Denver Ralph Huff certify that the information included on this permit application form is, to the best of my knowledge, correct and that: 1. the design has been or will be completed in accordance with the MDC as set forth in Rules 15A NCAC 02H .1050 through .1062, to the best of my knowledge; 2. the completed design meets or will meet the MDC and that the percentage BUA that is the basis for the design shall not be exceeded, to the best of my knowledge; and 3. As the applicant, I shall maintain a licensed professional of record for the duration of the project who will prepare and certify the as -built package. If I retain another licensed professional before the project is complete, then I shall provide an updated guaranty with the current licensed professional's seal. A licensed professional shall inform the Division if he is no longer associated with this project. The above information is true and correct to the best of my knowledge and belief and was provided by me under oath I agree to provide corrected information should there be any change in the information provided herein. Denver Ralph Huff Member Type or print name Title or Authority Sig attire fv o Date j 3 (J �cE�vt �'JEY o2 lei - ------------------------- ' ---------------------------------------------------------------------------------------------------- a Notary Public for the State of N�/l�Vt�Gt_yt�(l i�cc County of Ift-t-vyL (�2-2n->/t do hereby certify that D _ (Z� cy� G� H f� personally appeared before me this l 3 day of t !o�� , �D i c7 , and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal rf P°Y Ct;s+ 'r,ri4Sc} P? EXPiRES U SEAL My commission expires G`--3 —.)0a U Stormwater Fast Track ATC Application Form Page 6 of 9 Feb. 10, 2018 H. DESIGN PROFESSIONAL'S CERTIFICATION To be completed by the Design Professional identified in Section D.5. 1, James M. Kizer Jr. , attest to the following: 1. This application has been reviewed by me and is accurate and complete, to the best of my knowledge, 2. The design has been completed in accordance with the MDC as set forth in Rules 15A NCAC 02H .1050 through .1062, as applicable; 3. The percentage built -upon area that is the basis for the design will not be exceeded; and 4. 1 have the expertise, education, and experience required to design the SCMs proposed in this application in accordance with the MDC as set forth in Rules 15A NCAC 02H .1050 through .1062. 5. 1 will provide all documents and certified as -built plans in hard copy and electronic format related to this permit to a new Applicant/Property Owner and to DEMLR upon transfer of this permit to a new Applicant/Property Owner. Note: In accordance with N.C.G.S. 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. In addition, any person who knowingly makes any false statement, representation, or certification in any application may be reported to the appropriate NC professional licensing board. Signature: AFC 0/ r Cr .oti " Q,�'•. Er SEAL Sz_�L 20660 = Date: Stormwater Fast Track ATC Application Form Page 7 of 9 Feb 10. 2018 I. PROPERTY OWNER'S AUTHORIZATION (IF APPLICANT IS NOT THE PROPERTY OWNER) 1, (print or type name of the Property Owner) , certify that I own the property identified in this permit application, and thus give permission to (print or type name of Applicant) with (print or type name of Applicant's organization) to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittal, which indicates the party responsible for the operation and maintenance of the stormwater system. As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6. Signature: of appeared before me this a Notary Public for the State of , do hereby certify that day of Date: County personally , and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal, SEAL My commission expires Stormwater Fast Track ATC Application Form Page 8 of 9 Feb. 10, 2018 J. CERTIFICATION OF CURRENT PERMITTEE (COMPLETE ONLY IF PERMIT TRANSFER IS REQUESTED) I, (print or type name of the Current Permittee) am submitting this request for a transfer of Fast Track ATC permit # SWA With the submission of this transfer request I am providing a copy of the most recent permit, all related documents and as - built plans certified by my design professional in hard copy and electronic format to the Proposed Perm ittee/Applicant identified in Section G of this application and to DEMLR . I further attest that this request for a permit transfer is accurate and complete to the best of my knowledge. I assign all rights and obligations as permittee to the proposed permittee named in Section G of this form. Signature: of appeared before me this a Notary Public for the State of do hereby certify that day of Date: County personally , and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal, SEAL My commission expires Stormwater Fast Track ATC Application Form Page 9 of 9 Feb. 10, 2018 - File an Annual Report/Amend an Annual Report - Upload a PDF Filing - Order a Document Online - Add Entity to My Email Notification List - View Filings - Print an Amended a Annual Report form - Print a Pre -Populated Annual Report form Limited Liability Company Legal Name Roslin Farms, LLC Information Sosld: 0866402 Status: Current -Active Annual Report Status: LLC Under Review Citizenship: Domestic Date Formed: 9/13/2006 Registered Agent: Caviness, Watson G. Addresses Mailing 639 Executive Place, Suite 400 Fayetteville, NC 28305-5489 Reg Mailing 639 Executive Place, Suite 400 Fayetteville, NC 28305-5489 Company Officials Principal Office 639 Executive Place, Suite 400 Fayetteville, NC 28305-5489 Reg Office 639 Executive Place, Suite 400 Fayetteville, NC 28305-5489 All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. Member Member Member Christopher E Cates 639 Executive Place Suite 400 Fayetteviile NC 28305 Watson G Caviness 639 Executive Place, Suite 400 Fayetteville NC 28305 Denver Ralph Huff 2919 Breezewood Avenue Fayetteville NC 28303 https://www.sosnc.gDv/online_Services/search/Business_Registration_ResuIts /1 8KO9829 P60575 FILED CUMBERLAND COUNTY NC J. LEE WARREN, JR. REGISTER OF DEEDS FILED Mar 29, 2016 AT 10:52:41 am BOOK 09829 START PAGE 0575 END PAGE 0583 INSTRUMENT # 08857 RECORDING $26.00 EXCISE TAX $480.00 CL NORTH CAROLINA GENERAL WARRANTY DEED Excise Tax $ 480.00 RFP File # 36.72-3 Parcel Identifier No.: Part of 0412-34-9196 Prepared by/lam after recording to: Rebecca F. Person, 2401 Robeson St_, Fayetteville, NC 28305 8c,� Brief Description for the Index: 47 acres, more or less, Cumberland County THIS DEED made this day of March, 2016 by and between: GRANTOR JAMES H. PARRISH AND FAYE S. PARRISH, TRUSTEES OF THE JAMES H. PARRISH AND FAYE S: PARRISH REVOCABLE LIVING TRUST DATED OCTOBER 18, 2002; EDWARD D. SEALEY AND WIFE KATHERINE DIANE SEALEY; RUTH E. SEALEY BARNES AND HUSBAND DAVID W. BARNES; CAROLYN D. SEALEY; BETTY JONES SEALEY EXECUTRIX OF THE ESTATE OF LARRY M. SEALEY, CUMBERLAND COUNTY ESTATE FILE NUMBER 15 E 1340;BETTY JONES SEALEY, WIDOW LUCINDA SEALEY*, DIVORCED; . and GLORIA C. SEALEY, WIDOW Mailing Address: P.O. Box 766 Stedmani NC 28391-0766 GRANTEE ROSLIN FARMS, LLC, a North Carolina limited liability company Mailing Address: 2919 Breezewood Ave, Ste 400 Fayetteville, NC 28303 Enter in appropriate block for each party: name, address, and, if appropriate, or partnership character of entity, e.g., corporation The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in or near the .City of Hope. Mills, Rockfish - Township, Cumberland County, North Carolina and more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. *Lucinda Sealey is one and the same person as Lucinda. Sealey Lange. The pi�Operty hereinabove described was acquired by instrument recorded in Book 4275, Page 674, Book BK09829 P60576 5867, Page 466, Cumberland County, North Carolina, Registry and Estate File Numbers 06 E 920 and 15 E 1340, in the Office of the Clerk of Superior Court of Cumberland County, North Carolina. A map showing the above described property is, recorded in Plat Book , Page , Cumberland County, North Carolina, Registry. TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove described is subject to the following exceptions: restrictive covenants, utility easements, permits, and rights of way'as the same may appear of record IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal effective the day and year first above written. If initialed, the property includes the primary residence of at least one of the Grantors. (:'1'C GS 105-317.2) (SEAL ames H. Parrish, ) Trustee of Th James H. Parrish el and Faye S. Parrish Revocable Living Trust dated October 18, 2002 A LSEAL) S. Parrish, Trustee of The James H. Parrish and Faye S. Parrish Revocable Living Trust dated October 18, 2002 STATE OF NORTH CAROLINA COUNTY OF C} I certify that the following person(s) personally appeared before me this day and I have personal knowledge of the identity of the principal(s) or have seen satisfactory evidence of the principal's. identity, by a current state or federal identification with the principal's photograph in the form of a driver's license or a credible witness has sworn to the identity of the pnncipal(s); each acknowledging'.to me that he or she voluntarily signed the foregoing document for the purpose stated therein and,. in the capacityindicated: Name of Principal: James H. Parrish and Faye S: Parrish, Trustees of The James H. Parrish and Faye S. Parrish Revocable Living Trust dated October 18, 2002. Date: 1i w .`��,,��'� Gq �'e,, . P a (k T'tQTq� mature of t u is to A�Bt jG vPrmted Name of otary Public My Commission Expires: couN�,,.�`' (N . P. S EAL ***SEE ADDITIONAL SIG��i%�` V%RE % PAGES" 6KO9829 PGO577 (SEAL) Edward D. Sealey (SEAL) Katherine Diane Sealey STATE OF NORTH CAROLINA COUNTY OFA&W(W- I Date: U� ur f N arY Pub is ;� •/71 %I' rinteiName f Notary Public My Commission Expires: ►4 = G pU BI.%G 2 '�9��aNp cd�:•�`` (N.P. SEAL) ***SEE ADDITIONAL SIGNATURE PAGES" EK09829 P90578 (SEAL) Ruth E. Sealey Barn s W.(SEAL) David W. Barnes STATE OF NOR6JXdX�(" THCAROLINA COUNTY OF certify that the following person(s) personally appeared before me this day and I have personal knowledge of the identity of the principal(s) or have seen satisfactory evidence of the principal's identity, by a current state or federal identification with the principal's photograph in the form of a driver's license or a credible witness has sworn to the identity of the principal(s); each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Name of Principal: Ruth E_ Sealey Barnes and David W. Barnes. Date: VPrinteName f No a Publicl�_ r�/ A of Notary Public My Commission Expires: j 11q I ***SEE ADDITIONAL SIGNATURE PAGES" a��aa�Fare��rfPr p;AND�a�``�• (N.P.SEAL) 8K09829 P90579 �CtaQQ 1�e1AG.,, {SEAL) Carolyn _ Sealey STATE OF NORTH CAROLINA COUNTY OF PA1.yUL 0(" certify that the following person(s) personally appeared before me this day and I have personal knowledge of the identity of the principal(s) or have seen satisfactory evidence of the principal's identity, by a current state or federal identification with the principal's photograph in the form of a driver's license or a credible witness has sworn to the identity of the principal(s); each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Name of Principal: Carolyn D. Sealey. Date: 31 aqI i L0 Sigfl,gure of Notary ublic v` Ch Printed Name of Notary Public My Commission Expires: ***SEE ADDITIONAL SIGNATURE PAGES** ��IELA �IffPOlap� o N 07. �n ? m .40 . �rcou (N.P.SEAL) EX09829 P60580 (SEAL) Betty JohVs Sealey, Ex cutrix oft e Estate of Larry M. Sealey Cumberland County Estate File Number 15 E 1340 STATE OF NORTTH,CAROLINA COUNTY OF C,�,c�P.i ,Lrkd certify that the following person(s) personally appeared before me this day and I have personal knowledge of the identity of the principal(s) or have seen satisfactory evidence of the principal's identity, by a current state or federal identification with the principal's photograph in the form of a driver's license or a credible witness has sworn to the identity of the principal(s); each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Name of Principal: Betty Jones Sealey, Executrix of the Estate of Larry M. Sealey Cumberland County Estate File Number 15 E 1340 and Betty Jones Sealey. Date: 31� i l X1- Sig ture of Notary Public r Prinf8d Name of Notary Public My Commission Expires: l 1� � a ci I- fGfferp�r ***SEE ADDITIONAL SIGNATURE PAGES`** Q- Xk�j7A%, U =c pljw %0 A. (N-P. SEAL) BK09829 PGassI &ne& AaG-t� (SEAL) Lucinda Sealey STATE OF COUNTY OF certify that the following person(s) personally appeared before me this day and I have personal knowledge of the identity of the principal(s) or have seen satisfactory evidence of the principal's identity, by a current state or federal identification with the principal's photograph in the form of a driver's license or a credible witness has sworn to the identity of the principal(s); each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Name of Principal: Lucinda Sealey. Date: �� I l U Sign re of tary j�ubl'c Moir, j jo,yN`r(`_� Printed Ndme of Notary Public My Commission Expires: ***SEE ADDITIONAL SIGNATURE PAGES` �`��1tCtFPtt�r',ri A'`. GRA'4c,� -� P - P �= (N.P.SEAL) BK09829 P68582 (SEAL) Gloria C. Sealey STATE OF NORTH CAROLINA COUNTY OF [Wd I certify that the following person(s) personally appeared before me this day and I have personal knowledge of the identity of the principal(s) or have seen satisfactory evidence of the principal's identity, by a current state or federal identification with the principal's photograph in the form of a driver's license or a credible witness has sworn to the identity of the principal(s); each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Name of Principal: Gloria C. Sealey. Date: lP Si ature of Notary Publ'' (C r a 0-C Pr' ted Name of Notary Public My Commission Expires: (N.P.SEALj 8'�04829 P60588 EXHIBIT A LEGAL ASCRIPTION March 16.2016 Legal Description 47 Acre 'Cract Sealey Land East of I-95 Adjacent to Roslin Farms West BEGINNING at the northernmost corner and the beginning corner of the tract conveyed to Roslin Farms, LLC as recorded in Deed Book 7727. Page 0779, of the Cumberland County. North Carolina Registry and running with the western line of said tract South 20 degrees 20 minutes 55 seconds West, 2107.12 feet to the southwest corner of said tract, thence North 87 degrees 39 minutes 13 seconds West, 360 feet, more or less to the run of Cale Camp Creck, and the boundary between Cumberland and Robeson Counties; thence up the run of Cole Camp Creck and the county line in a northwesterly direction; with its various courses and distances, 1038 feet. more or less, to the eastern right-of-way margin of Interstate 95: thence with said eastern right-of-way margin of Interstate 95 in a northeasterly direction a distance of 1835 feet, more or less, to an iron stake. the westernmost corner of the Gardner property as recorded in Deed Book 6089, Page 303; thence leaving the right-of-way of Interstate 95 and running With the Gardner line South 87 decrees 33 minutes 33 seconds Gast, 480.97 feet to an existing iron stake; thence continuing with the Gardner line South 02 de-rees 30 minutes 05 seconds West. 239.19 feet to an existin ; iron stake; thence continuing with the Gardner line South 01 degrees 23 minutes 40 seconds West, 280.80 feet to the POINT OF BEGINNING. Containing 47 acres, more or less. And being a portion of the property recorded in Deed Book 5867, Page 0466 based on partial surveys and GIS information. Bearings, based on North Carolina Grid (NAD 83-1986) Prepared by Moorman, Kizer & Reitzel, Inc., Fayetteville. North Carolina. uM- L USGS U.S. DEPARTMENT OF THE INTERIOR 1 1 rw HOPE MILLS QUADRANGLE . mn v. mmy U.S. GEOLOGICAL SURVEY "^'. US Topo NO-WHURERSER- 1 r I r j l i xS xsa k r I I Gr )1 _ r t +' \ Y I 1 J! t M f JII r� � fY unp.0 sras lapaa sumo SC4LE 1:3p 000 - ww cs.. .r rr �_�� a ra • rw r •S mm� n.i.r new.. n...w.ni...� w.m.. •.. u....�. u.r n U.a`. Mu uwew In.aar n .,ur ^ nr. •�e..xnwe.x.r.xr.. e..u.er �n. �n$ aumA rrU Fm HOPE MILLS, NC DRAINAGE CALCULATIONS FOR ROSLIN FARMS WEST SECTION 5 December 2019 Prepared for: ROSLIN FARMS, LLC Fayetteville, NC 28303 i d ��EeiFbPU@8A°�� Prepared by: ENGINEERS r : '€'' 115 Broadfoot Ave. PLANNERS SURVEYORS P.O. Box 53774 MOORMAN,KIZER & REITZEL, INC. 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Dual 18inch Culverts w/ FES Sta. 47+12 Invert Elev Dn (ft) = 164.77 Calculations Pipe Length (ft) = 44.00 Qmin (cfs) Slope (%) = 0.52 Qmax (cfs) Invert Elev Up (ft) = 165.00 Tailwater Elev (ft) Rise (in) = 18.0 Shape = Circular Highlighted Span (in) = 18.0 Qtotal (cfs) No. Barrels = 2 Qpipe (cfs) n-Value = 0.013 Qovertop (cfs) Culvert Type = Circular Concrete Veloc Dn (ft/s) Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) HGL Up (ft) Embankment Hw Elev (ft) Top Elevation (ft) = 168.69 Hw/D (ft) Top Width (ft) = 32.00 Flow Regime Crest Width (ft) = 20.00 Elav (Nl 169.00 166 OC 167.0C 166.00 165.00 164.00 163.00 citculal culvert HOL Bnhak Thursday, Oct 3 2019 = 0.00 = 20.45 = (dc+D)/2 = 20.45 = 20.45 = 0.00 = 6.06 = 5.79 = 166.14 = 166.58 = 167.33 = 1.56 = Inlet Control 65 Reach(fl) Culvert Report Hydraflow Express Extension for Autodesk® AutoCADO Civil 3D& by Autodesk, Inc. P-1 (STA. 47+75) Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n-Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) Efw( 1 170.00 - 16e.aa - 160.00 - 167.00 - 16b.00 - 1E500 164.00 10.00 162.011 = 163.39 = 54.00 = 0.59 = 163.71 = 36.0 = Circular = 36.0 = 1 = 0.013 = Circular Concrete = Groove end projecting (C) = 0.0045, 2, 0.0317, 0.69, 0.2 = 169.49 = 20.00 -- 30.00 P4 (STA. 47�T5) Ci=WCWvett HGL Embenk Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime Friday, Oct 26 2018 = 35.31 = 35.31 = (dc+D)/2 = 35.31 = 35.31 = 0.00 5.68 = 7.35 = 165.85 = 165.64 = 166.58 = 0.96 = Inlet Control 4w Depth M 6.29 520 129 329 229 129 0.29 -077 -T.T7 R-0 (R) Culvert Report Hydraflow Express Extension for Autodesk(@ AutoCAD® Civil 3D(D by Autodesk, Inc P-2 @ STA. 57+00 Invert Elev Dn (ft) = 165.89 Pipe Length (ft) = 45.00 Slope (%) = 0.60 Invert Elev Up (ft) = 166.16 Rise (in) = 18.0 Shape = Circular Span (in) = 18.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Circular Concrete Culvert Entrance = Groove end projecting (C) Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 Embankment Top Elevation (ft) = 170.09 Top Width (ft) = 20.00 Crest Width (ft) = 30.00 P-2 @ STA. 57-4)0 n 164 Friday, Oct 26 2018 Calculations Qmin (cfs) = 6.89 Qmax (cfs) = 6.89 Tailwater Elev (ft) = (dc+D)/2 Highlighted Qtotal (cfs) = 6.89 Qpipe (cfs) = 6.89 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 4.36 Veloc Up (ft/s) = 5.41 HGL Dn (ft) = 167.15 HGL Up (ft) = 167.18 Hw Elev (ft) = 167.69 Hw/D (ft) = 1.02 Flow Regime = Inlet Control Ft. Depth ift) r�:F } �.�'lh �: _3• �..1Sfa — �: Y,w'�"t KY" �® T:.. ,'S�'�LY R.ch (ft) 4.64 3.64 2.84 1.84 0.84 -DAZ -1.16 .2.16 Culvert Report Hydraflow Express Extension for Autodesk(D AUtoCAD® Civil 3D® by Autodesk, Inc. , P-3 @ STA. 63+50 Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n-Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) = 166.97 = 45.00 = 0.60 = 167.24 = 18.0 = Circular = 18.0 = 1 = 0.013 = Circular Concrete = Groove end projecting (C) = 0.0045, 2, 0.0317, 0.69, 0.2 170.89 = 20.00 = 30.00 P3 @ STA. 63-5D Friday, Oct 26 2018 Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime 170M- 166.00 .. '[ 167.00 _ 166.00 ....... .. .. .. ._... ------------- 0 5 10 15 20 25 30 35 40 45 50 55 60 65 ...�...�r ...,,.a. nog Em5ank Reece (n) = 5.50 = 5.50 = (dc+D)/2 = 5.50 = 5.50 = 0.00 = 3.62 = 4.94 = 168.17 = 168.14 = 168.56 = 0.88 = Inlet Control M. Depth (R) 3.76 2.76 1.76 0.76 -024 -124 -224 Culvert Report Hydraflow Express Extension for Autodesk(D AutoCAD& Civil 3D® by Autodesk, Inc. P-4 @ STA. 70+03 Invert Elev Dn (ft) = 166.98 Pipe Length (ft) = 45.00 Slope (%) = 0.60 Invert Elev Up (ft) = 167.25 Rise (in) = 18.0 Shape = Circular Span (in) = 18.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Circular Concrete Culvert Entrance = Groove end projecting (C) Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 Embankment Top Elevation (ft) = 170.86 Top Width (ft) = 20.00 Crest Width (ft) = 30.00 Ef. (ny 171.00 170.00 199.00 168.00 161.00 166.00 1E500 PdQ STA. 70-03 G—WCW—t HGL Embank Friday, Oct 26 2018 Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime = 5.18 = 5.18 _ (dc+D)/2 = 5.18 = 5.18 = 0.00 = 3.45 = 4.84 = 168.17 = 168.13 = 168.52 = 0.85 = Inlet Control tfx Depth (1ty 3.75 2.75 1.75 0_T5 -025 Channel Report Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3D0 by Autodesk, Inc. Tuesday, Sep 17 2019 Channel 'A-4' Sta. 0+07 - Class B Rip Rap Section Trapezoidal Highlighted Bottom Width (ft) = 3.00 Depth (ft) = 1.97 Side Slopes (z:1) = 3.00, 3.00 Q (cfs) = 34.09 Total Depth (ft) = 3.30 Area (sqft) = 17.55 Invert Elev (ft) = 163.00 Velocity (ft/s) = 1.94 Slope (%) = 0.20 Wetted Perim (ft) = 15.46 N-Value = 0.037 Crit Depth, Yc (ft) = 1.12 Top Width (ft) = 14.82 Calculations EGL (ft) = 2.03 Compute by: Known Q Known Q (cfs) = 34.09 Elev (ft) Section 167.00 166.00 165.00 164.00 163.00 162.00 Depth (ft) 4.00 3.00 2.00 1.00 I I I I I I I ' -100 0 5 10 15 20 25 30 35 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3DO by Autodesk, Inc. Channel 'A-4' Sta. 0+50 - Grassed Swale Trapezoidal Bottom Width (ft) = 3.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 3.50 Invert Elev (ft) = 163.09 Slope (%) = 0.20 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 34.09 Elev (ft) 167.00 166.00 165.00 164.00 163.00 162.00 5 10 Section 15 20 Reach (ft) Tuesday, Sep 17 2019 Highlighted Depth (ft) = 1.79 Q (cfs) = 34.09 Area (sqft) = 14.98 Velocity (ft/s) = 2.28 Wetted Perim (ft) = 14.32 Crit Depth, Yc (ft) = 1.12 Top Width (ft) = 13.74 EGL (ft) = 1.87 25 30 Depth (ft) 3.91 2.91 1.91 0.91 11• -1.09 35 Channel Report Hydraf low Express Extension for AutodeskO AutoCADO Civil 3DO by Autodesk, Inc. Channel 'A-3' Sta. 2+60 - Grassed Swale Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 5.75 Invert Elev (ft) = 163.73 Slope (%) = 0.24 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 27.75 Elev 170.00 169.00 168.00 167.00 166.00 165.00 164.00 163.00 162.00 ;ft) Section Tuesday, Sep 17 2019 Highlighted Depth (ft) = 1.69 Q (cfs) = 27.75 Area (sqft) = 11.95 Velocity (ft/s) = 2.32 Wetted Perim (ft) = 12.69 Crit Depth, Yc (ft) = 1.12 Top Width (ft) = 12.14 EGL (ft) = 1.77 5 10 15 20 25 30 35 40 45 Reach (ft) 50 Depth (ft) 6.27 5.27 4.27 3.27 2.27 1.27 0.27 Channel Report Hydraflow Express Extension for AutodeskO AutoCADO Civil 31DO by Autodesk, Inc. Channel 'A-2' Sta. 11+20 - Grassed Swale Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 4.50 Invert Elev (ft) = 165.80 Slope (%) = 0.20 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 11.75 Elev 171.00 170.00 169.00 168.00 167.00 166.00 165.00 164.00 Wednesday, Sep 18 2019 Highlighted Depth (ft) = 1.21 Q (cfs) = 11.75 Area (sqft) = 6.81 Velocity (ft/s) = 1.72 Wetted Perim (ft) = 9.65 Crit Depth, Yc (ft) = 0.73 Top Width (ft) = 9.26 EGL (ft) = 1.26 ;ft) Section Depth (ft) 5.20 4.20 3.20 2.20 1.20 0.20 -0.80 -- - -180 5 10 15 20 Reach (ft) 25 30 35 40 Channel Report Hydraflow Express Extension for AutodeskO AutoCADO Civil 3DO by Autodesk, Inc. Channel 'A-1' Sta. 14+60 - Grassed Swale Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 4.20 Invert Elev (ft) = 166.60 Slope (%) = 0.20 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 10.50 Elev (ft) 171.00 170.00 169.00 168.00 167.00 166.00 165.00 Section Wednesday, Sep 18 2019 Highlighted Depth (ft) = 1.15 Q (cfs) = 10.50 Area (sqft) = 6.27 Velocity (ft/s) = 1.68 Wetted Perim (ft) = 9.27 Crit Depth, Yc (ft) = 0.69 Top Width (ft) = 8.90 EGL (ft) = 1.19 5 10 15 20 25 Reach (ft) 30 35 40 Depth (ft) 4.40 3.40 2.40 1.40 0.40 -1.60 Channel Report Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3DO by Autodesk, Inc. Tuesday, Sep 17 2019 Channel 'C' Sta. 0+02 - Class B Rip Rap Section Trapezoidal Highlighted Bottom Width (ft) = 2.00 Depth (ft) = 1.80 Side Slopes (z:1) = 3.00, 3.00 Q (cfs) = 15.33 Total Depth (ft) = 2.10 Area (sqft) = 13.32 Invert Elev (ft) = 165.00 Velocity (ft/s) = 1.15 Slope (%) = 0.30 Wetted Perim (ft) = 13.38 N-Value = 0.070 Crit Depth, Yc (ft) = 0.83 Top Width (ft) = 12.80 Calculations EGL (ft) = 1.82 Compute by: Known Q Known Q (cfs) = 15.33 Elev (ft) Section 168.00 167.50 167.00 166.50 166.00 165.50 165.00 164.50 2 4 6 8 10 12 14 16 18 20 Reach (ft) Depth (ft) 3.00 2.50 2.00 1.50 1.00 "M _n rn Channel Report Hydraflow Express Extension for AutodeskO AutoCADO Civil 31DO by Autodesk, Inc. Channel 'C' Sta. 0+50 - Grassed Swale Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 2.60 Invert Elev (ft) = 165.15 Slope (%) = 0.30 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 15.33 Elev (ft) Section 168.00 167.50 167.00 166.50 166.00 165.50 165.00 164.50 Wednesday, Sep 18 2019 Highlighted Depth (ft) = 1.24 Q (cfs) = 15.33 Area (sqft) = 7.09 Velocity (ft/s) = 2.16 Wetted Perim (ft) = 9.84 Crit Depth, Yc (ft) = 0.83 Top Width (ft) = 9.44 EGL (ft) = 1.31 2 4 6 8 10 12 14 16 18 20 Reach (ft) Depth (ft) 2.85 2.35 1.85 1.35 0.85 0.35 -0.15 -0.65 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Channel '13-2' Sta. 0+25 - Grassed Swale Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 4.60 Invert Elev (ft) = 165.78 Slope (%) = 0.20 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 11.82 Wednesday, Sep 18 2019 Highlighted Depth (ft) = 1.21 Q (cfs) = 11.82 Area (sqft) = 6.81 Velocity (ft/s) = 1.74 Wetted Perim (ft) = 9.65 Crit Depth, Yc (ft) = 0.73 Top Width (ft) = 9.26 EGL (ft) = 1.26 Elev (ft) Section 171.00 i 170.00 p „F�f 169.00 ' 168.00 f 167.00 166.00 165.00 164.00 5 10 15 20 Reach (ft) 25 30 35 40 Depth (ft) 5.22 4.22 3.22 2.22 1.22 0.22 -0.78 -1.78 Channel Report Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3D0 by Autodesk, Inc. Channel'B-2' Sta. 6+00 - Grassed Swale Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 3.00, 3.00 Total Depth (ft) = 5.40 Invert Elev (ft) = 166.94 Slope (%) = 0.20 N-Value = 0.030 Calculations Compute by: Known Q Known Q (cfs) = 8.96 Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Wednesday, Sep 18 2019 = 1.07 = 8.960 = 5.57 = 1.61 = 8.77 = 0.63 = 8.42 = 1.11 Elev (ft) Section Depth (ft) 173.00 6.06 172.00 5.06 171.00 4.06 r' 170.00 3.06 / /Z 169.00 2.06 j 168.00 77 1.06 167.00 - 0.06 166.00 -0.94 1 r1r, nn -1 94 5 10 15 20 25 30 35 40 Reach (ft) 45 C� G 00 UM co C7 C7 ', C7 If.) O cf LLi O - C^J ri N - CJ CJ r") M V) K O G r. p C) 0. C). C). CJ Q N!� CD 0o o CJ o0 0o CD A r CC y L J n G y 7 Q 4- a N ^ (1) tl", CA (V 0") n ' l r r, �- C'-j Q i � q c-) i j LD C] L-] y Ln o n -) m L--) c5 cn C) CD q C o in C_5 CJ n CD cD CD L-) o C_, •- O` ,_jCD, 6i,CD, Ci6 66 6 o Ql, C U U1 Lf, U ly'j i•7 L ' C U U U C r _T O � M Q. � Q � U Of a _ c _ U J CY l `) Q� I -. DATE DESIGN PHASE 10/29/18 PRELIM PROJECT NAME PROJECT NO CONSTR ,X Roslin Farms West Section 5 16-2291-01 REVISION LOCATION BY RECORD Cumberland County, NC GEP OTHER ADDITIONAL INFORMATION CHECKED BY (SPECIFY) _ Pipe Outfalls 1JMKjr. Storm Outlet Structure Pipe No.= 1 P1 - 36" Culvert Sta. 47+75 Q10/Qfull = 0.68 Pipe Dia= 36 in V/Vfull = 1.07 Q10 = 35.31 cfs (= 1/2 flow) V = 7.8 fps Qfull = 51.66 cfs Vfull = 7.30 fps From Fig. 8.06.b.1: Zone = From Fig. 8.06.b.2: D50 = 8 in DMAx = 12 in E 1� Riprap Class Apron Thickness = = B 18 in L as a La, Apron Length 18.0 ft 3f A, Upstream Width = 3xDia = 9 ft La, Length W, Downstream Width = 21 ft Storm Outlet Structure Pipe No.= -2 P2 -18" Culvert Sta. 57+00 Q10/Qfull = 0.85 Pipe Dia= 1,8. in VNfull = 1.12 Q10 = 6.89 cfs V = 5.2 fps Qfull = 8.14 cfs Vfull = 4.60 fps From Fig. 8.06.b.1: Zone - From Fig. 8.06.b.2: D5o = 8 in DMAx = 12 in E Riprap Class Apron Thickness = = B 18 in La A ron Len th . P 9 9.0 ft A, Upstream Width = 3xDia = 4.5 ft La, Len ........ W, Downstream Width = 10.5 ft 16-2291-01 Roslin Farms West Sec 5-Outlet Design ProtectionAs PAGE 1 OF 3 Storm Outlet Structure Pipe No.= 3 P3 -18" Culvert Sta. 63+50 010/Qfull = 0.68 Pipe Dia= in V/Vfull = 1.07 Q1 0 = 5.50 cfs (= 1 /2 flow) V = 4.9 fps Qfull = 8.14 cfs Vfull = 4.60 fps From Fig. 8.06.b.1: Zone From Fiq. 8.06.b.2: D5o DMAx E Riprap Class G Apron Thickness La, Apron Length A, Upstream Width = 3xDia W, Downstream Width =0 4 in 6 in A 9 in 6.0 ft = 4.5 ft = 7.5 ft Storm Outlet Structure Pipe No.= 4 P2 - 18" Culvert Sta. 57+00 Q10/Qfull = 0.64 Pipe Dia= 18 in V/Vfull = 1.06 Q10 = 5.18 cfs V = 4.9 fps Qfull = 8.14 cfs Vfull = 4.60 fps From Fig. 8.06.b.1 From Fi4. 8.06.b.2: EQ .......... L L e La, Length Zone = D5o = 4 in DMAx = 6 in Riprap Class = A Apron Thickness = 9 in La, Apron Length = 6.0 ft A, Upstream Width = 3xDia = 4.5 ft W, Downstream Width = 7.5 ft 16-2291-01 Roslin Farms West Sec 5-Outlet Design Protection.xls PAGE 2 OF 3 Storm Outlet Structure Pipe No.= 5 Skimmer Basin Outlets Q10/Qfull = 0.01 Pipe Dia= 15 in VNfull = 0.32 Q10 = 0.04 cfs V = 1.3 fps Qfull = 5.00 cfs Vfull = 4.07 fps From Fig. 8.06.b.1: Zone = D5o = 4 in DMAx = 6 in Riprap Class = A Apron Thickness = 9 in La, Apron Length = 5.0 ft A, Upstream Width = 3xDia = 3.75 ft W, Downstream Width = 6.25 ft 16-2291701 Roslin Farms West Sec 5-Outlet Design Protection.xis PAGE 3 OF 3