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Agenda 2023 10-02
NEW HANOVER COUNTY BOARD OF COMMISSIONERS 230 Government Center Drive, Suite 175, Wilmington, NC 28403 P. (910) 798-7149 1 F: (910) 798-7145 1 NHCgov.com Bill Rivenbark, Chair I LeAnn Pierce, Vice -Chair Jonathan Barfield, Jr., Commissioner I Dane Scalise, Commissioner I Rob Zapple, Commissioner OCTOBER 2, 2023 4:00 PM LOCATION (NHC Historic Courthouse, 24 North 3rd Street, Room 301) 1 NVOCATI ON (Pastor Gayle Tabor, SALT Inclusive Methodist Community) PLEDGE OF ALLEGIANCE (Vice -Chair LeAnn Pierce) APPROVAL OF CONSENT AGENDA CONSENT AGENDA ITEMS OF BUSINESS 1. Approval of Minutes 2. Approve Amendment to the I nterlocal Agreement with Cape Fear Public Utility Authortiy for Waterline Relocation 3. Approval of August 2023 Tax Collection Reports 4. Adoption of Budget Amendments 5. Adoption of Capital Project Ordinance - Project Grace ESTI MATED MINUTES REGULAR AGENDA ITEMS OF BUSINESS 45 6. Public Hearing Rezoning Request (Z23-16) — Request by Aaron Hutchens with Summit Design and Engineering Services, applicant, to rezone approximately 1.34 acres zoned R-15, Residential located at 4580 S College Road to (CZD) CB, Community Business for a vehicle service station, minor and other limited uses. (See page 1 of the attached staff report for a reference map). Note - Public hearing rezoning request (Z23-16) was administratively rescheduled from the September 5, 2023 board meeting to the October 2, 2023 meeting. 45 7. Public Hearing Rezoning Request (Z23-17) - Request by Adam Sosne with M H MJ, LLC, applicant, to rezone approximately 12.68 acres zoned B-2, Regional Business and R-15, Residential located at 5322 Carolina Beach Road to (CZD) RMF-M, Residential Multi -Family - Moderate Density for a maximum 200-unit multi- family and townhouse development. (See page 1 of the attached staff report for a reference map). 45 8. Quasi -Judicial Hearing Board of Commissioners - October 2, 2023 Special Use Permit Request (S23-04) - Request by Douglas Grant, property owner, for the use of Campground and RV Park at three parcels located at 8102, 8104, 8106 Sidbury Road, zoned R-15, Residential, and totaling approximately 19.21 acres. (See page 1 of the attached staff report for a reference map). PUBLIC COMMENTS ON NON -AGENDA ITEMS (limit three minutes) ESTIMATED MINUTES ADDITIONAL AGENDA ITEMS OF BUSINESS 9. Additional Items County Manager County Commissioners Clerk to the Board County Attorney 10. ADJOURN Note: Minutes listed for each item are estimated, and if a preceding item takes less time, the Board will move forward until the agenda is completed. Mission New Hanover County is committed to providing equitable opportunities and exceptional public services through good governance to ensure a safe, healthy, secure and thriving community for all. Vision A vibrant, prosperous, diverse coastal community committed to building a sustainable future for future generations. Core Values Professionalism - Equity- Integrity - Innovation - Stewardship - Accountability Board of Commissioners - October 2, 2023 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Consent DEPARTMENT: Governing Body PRESENTER(S): Kym Crowell, Clerk to the Board CONTACT(S): Kym Crowell SUBJECT: Approval of Minutes BRIEF SUMMARY: Approve minutes from the following meetings: Special Meeting held on August 29, 2023 Agenda Review held on September 14, 2023 Regular Meeting held on September 18, 2023 STRATEGIC PLAN ALIGNMENT: Good Governance o Effective County Management ■ I ncrease transparency and awareness about county actions RECOMMENDED MOTION AND REQUESTED ACTIONS: Approve minutes. COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend approval. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 1 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Consent DEPARTMENT: Engineering PRESENTER(S): Tim Lowe, NHC County Engineer CONTACT(S): Tim Lowe SU BJ ECT: Approve Amendment to the Interlocal Agreement with Cape Fear Public Utility Authortiy for Waterline Relocation BRIEF SUMMARY: In the Fall of 2022, the Board of County Commissioners adopted a resolution in support of entering into an Interlocal Agreement (ILA) between the County and the Cape Fear Public Utility Authority (CFPUA) for the construction work associated with lowering a raw water line and a domestic waterline in the vicinity of the Richardson Treatment Plant. The water lines needed to be lowered for the County's Stormwater Services to complete construction of a channel to facilitate additional drainage capacity from the neighborhoods around Torchwood Boulevard. The contractor performing the water line lowering work began their work in August of 2023. However, they encountered unforeseen conditions when they excavated the existing water lines. The amendment to the ILA is intended to cover the costs associated with the change order to address the unforeseen conditions so the work can be completed. The FY23/24 budget will cover the additional change order costs, eliminating the need for a budget amendment. It is requested that the attached amendment to the original I LA be approved to account for the costs of Change Order #1. STRATEGIC PLAN ALIGNMENT: • Superior Public Health & Safety o Sustain the community capacity to prepare for and respond to public safety demands ■ Collaborate to optimize system -wide responses and outcomes ■ Reduce or prevent community risks RECOMMENDED MOTION AND REQUESTED ACTIONS: Approve the Amendment to the ILA with CFPUA ATTACHMENTS: ILA Amendment Form Exhibit A - Change Order #1 NHC Contract #23-0271 Board of Commissioners - October 2, 2023 ITEM: 2 COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend approval COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 2 STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER AMENDMENT 1 TO INTERLOCAL AGREEMENT BETWEEN CAPE FEAR PUBLIC UTILITY AUTHORITY AND NEW HANOVER COUNTY REGARDING INFRASTRUCTURE IMPROVEMENTS THIS AMENDMENT INTERLOCAL AGREEMENT (hereinafter, "Agreement") is entered into and made effective as of this day of 12022, by and between the CAPE FEAR PUBLIC UTILITY AUTHORITY, a public utility authority duly authorized under Article 1 of North Carolina General Statutes Chapter 162A ("Authority") and NEW HANOVER COUNTY, a political subdivision of the State of North Carolina ("County"), collectively hereinafter referred to as the "Parties." WITNESSETH: WHEREAS, on October 25, 2022 the County and the Authority entered into an Interlocal Agreement known as Infrastructure Improvements; WHEREAS, the scope of infrastructure improvements specified in the original agreement included the relocation of two existing water mains in the northern parts of the County; WHEREAS, the Authority agreed to enter into a construction contract to complete the water main relocations, and the County agreed to reimburse the authority for 100% of the construction costs that were included on the associated bid tab; WHEREAS, the parties hereto desire to amend this agreement to increase the project costs to account for a construction change order resulting from unforeseen conditions; NOW, THEREFORE, in consideration of the premises, the mutual goals and objectives set forth herein, and the mutual benefits resulting therefrom, the Parties agree to amend the Agreement as follows: 1. Section V, paragraph B, of the original agreement entered into on October 25, 2022 is modified and amended to include the costs associated with Change Order #1 attached hereto as Exhibit A. Except as hereby amended, the original agreement shall remain in full force and effect. [REMAINDER OF PAGE INTENTIONALLY BLANK; SIGNATURES FOLLOW] Page 1 of 4 Board of Commissioners - October 2, 2023 ITEM: 2 - 1 - 1 IN WITNESS WHEREOF, the Boards or Council of the respective parties have approved this Agreement and have caused it to be signed by the Chairperson or Mayor and attested to by the Secretary or Clerk, as of the year and day first written above. This, the day 2022. (SEAL) ATTEST: Secretary CAPE FEAR PUBLIC UTILITY AUTHORITY JM Chairman This instrument has been pre -audited in the manner required by the Local Government Budget and Fiscal Control Act this the day of , 2022. STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER Authority Finance Officer , a Notary Public of the State and County aforesaid, certify that personally appeared before me this day and acknowledged that he is the Secretary of the CAPE FEAR PUBLIC UTILITY AUTHORITY, a North Carolina body politic and corporate, and that by authority duly given and as the act of the Authority, the foregoing instrument was signed in its name by its Chairman, sealed with its corporate seal and attested by its Secretary. WITNESS my hand and notarial seal, this day of , 2022. Notary Public My Commission Expires: Page 2 of 4 (Seal) Board of Commissioners - October 2, 2023 ITEM: 2 - 1 - 2 NEW HANOVER COUNTY (COUNTY SEAL) By: Manager ATTEST: Kymberleigh G. Crowell, County Clerk This instrument has been pre -audited in the manner required by the Local Government Budget and Fiscal Control Act this the day of , 2022. County Finance Officer Page 3 of 4 Board of Commissioners - October 2, 2023 ITEM: 2 - 1 - 3 Exhibit Page 4 of 4 Board of Commissioners - October 2, 2023 ITEM: 2 - 1 - 4 CAROLINA e:� CIYILWORKS INC. Project: Contract: Torchwood Water Main Offsets 23-0330 CHANGE ORDER REQUEST #1 Exhibit A DATE: CO#: 9.6.2023 1. Revised Description of change: There is a change of condition due to existing Horizontal and Vertical Bends not shown on provided plans.. There are horizontal bends in line not shown and does not allow the vertical drops built to be installed. Drops were built above ground,tested and sampled as agreed to. To proceed the drops will have to be dissassembled, excavated again, and built in place due to difference in elevations and horizontal location of existing line. This change includes time,material and equipment to build in place. This will require separate shutdowns and one line per day during normal operation hours (1- day Break down assemblies; 1-Day to excavate; 1- Day to install 16" drop; 1-day to install 12" drop) Also this change includes time,material and equipment to pressure test , Chlorinate and abandon test ports in place. (1- day install taps and fill line; 1-Day Chlorinate and to Pull Samples 1-day to abandon taps ) Materials Labor Equipment 1 Total Direct Cost of Materials 2 Sales Tax 3 Overhead & Profit 4 Shipping & Transportation 5 Total Manhours: 6 Payroll Taxes & Insurance 7 Overhead & Profit 8 Equipment 9 Overhead & Profit Subcontractor 10 Subcontractor Overhead & Profit Unit Prices 10 Unit Prices Overhead & Profit $ 8.466.17 -0o-1 s.au $1.362.00 SUBTOTALS $ 10.441.96 $ 12,070.00 42.0% $ 5,069.40 $ 2.570.91 $ 19.710.31 $ 12,960.00 $ 1,944.00 $ 14,904.00 $ $ 45,056.27 12 Bonds ( % of subtotal of proposal) $0.00 $45,056.27 Time Extension Requests: _ day(s) Schedule Activity # Affected: The Contractor agrees to perform the work outlined in this change proposal for the amount specified above and in accordance with the Contract documents if the work is authorized by the Owner. Eddie Mullen �h `12 Contractor's Signature: ��������������4'11 Date: Approval Recommended by Design Consultant: Date: Owner's Representative Approval: Date: Board of Commissioners - October 2, 2023 ITEM: 2 - 2 - 1 CAROL,INA CIVILWORKS INC. CHANGE ORDER REQUEST #1 Exhibit A CHANGE ORDER BREAKDOWN JOB NAME:Torchwood 12 and 16" Water line Offsets. Job #: Material Description Qty UNIT Amount Subtotal Core and Main Quote Fittings, Restraints Gaskets 1 LS $ 5,966.17 $ 5,966.17 Core and Main Quote Saddles, Corps,Test Assemblies 1 LS $ 2,500.00 $ 2,500.00 $ - Total Material $ 8,466.17 Labor Description Qty UNIT Amount Subtotal Superintendant 40 HR $ 55.00 $ 2,200.00 Foreman 70 HR $ 42.00 $ 2,940.00 Operator 70 HR $ 29.00 $ 2,030.00 Skilled Laborer I 70 HR 1 $ 25.00 1 $ 1,750.00 Skilled Laborer I 70 HR $ 25.00 1 $ 1,750.00 Laborer 1 701 HR 1 $ 20.00 1 $ 1,400.00 Total Labor $ 12,070.00 Equipment Description Qty UNIT Amount Subtotal 320 Excavator 40 HR $ 126.00 $ 5,040.00 313 Excavtor 60 HR $ 100.00 $ 6,000.00 Small Tools 7 Dy $ 75.00 $ 525.00 Crew Truck 1 71 Dy 1 $ 85.00 $ 595.00 Hydrostatic Test Pump 1 21 Day 1 $ 400.00 $ 800.00 $ - Total Equipment $ 12,960.00 Subcontractor Description UNIT Amount Subtotal LF $ - EA $ - Total Sub Price $ - Unit Price Description I JUNIT I Amount I Subtotal Total Sub Price $ - Board of Commissioners - October 2, 2023 ITEM: 2 - 2 - 2 New Hanover County Contract # 23-0271 STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER INTERLOCAL AGREEMENT BETWEEN CAPE FEAR PUBLIC UTILITY AUTHORITY AND NEW HANOVER COUNTY REGARDING INFRASTRUCTURE IMPROVEMENTS THIS INTERLOCAL AGREEMENT (hereinafter, "Agreement") is entered into and made effective as of this 4-4t' day of b h e,t- , 2022, by and between the CAPE FEAR PUBLIC UTILITY AUTHORITY, a public utility authority duly authorized under Article 1 of North Carolina General Statutes Chapter 162A ("Authority") and NEW HANOVER COUNTY, a political subdivision of the State of North Carolina ("County"), collectively hereinafter referred to as the "Parties." WITNESSETH: WHEREAS, the County desires to construct storm drain improvements in northern parts of the County for the benefit of its citizens (the "Project"). These improvements also require the relocation of two existing water mains. Exhibit A ("Water Main Relocations") is attached hereto and incorporated herein to illustrate the planned extent of the Project and the general locations and routes of the proposed Water Main Relocations; WHEREAS, the Authority has expertise in managing water and sewer projects on behalf of the County and is willing to manage the Water Main Relocations as part of the Project; WHEREAS, the Authority will enter into a construction contract to complete the Water Main Relocations, and the County will reimburse the Authority for 100% of the construction costs, as shown on Exhibit B ("Certified Bid Tab"); WHEREAS, the County and the Authority recognize the mutual benefits to their citizens, customers, and the public at large in the planning, development, and construction of infrastructure improvements in northern New Hanover County; WHEREAS, the County and the Authority are entering into this Agreement to memorialize their respective duties, responsibilities, and entitlements regarding the design, construction, scheduling, funding, operation, maintenance, use, and ownership of the Project; WHEREAS, this Interlocal Agreement is entered into pursuant to Article 20, Part 1 of North Carolina General Statutes Chapter 160A and N.C. Gen. Stat. §153A-278. NOW, THEREFORE, in consideration of the premises, the mutual goals and objectives set forth herein, and the mutual benefits resulting therefrom, the Parties agree as follows: 1. Purpose. This Agreement establishes a framework for funding the engineering design services and construction of the Project. Page 1 of 9 Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 1 II. Term. This Agreement shall become effective upon the date it is properly authorized and executed by the last of all the Parties named in the introductory clause of this Agreement and continue until the final completion and acceptance of the infrastructure improvements under the Project. This Agreement is conditioned upon authorization and execution by all Parties. III. Engineering Services. A. The design phase of the Project will be funded, managed, and completed by the County. IV. Construction and Construction Management. A. The County will manage the construction of storm drain improvements. The Authority will manage the construction of the Water Main Relocations. Construction of both the storm drain improvements and the Water Main Relocations will be funded entirely by the County, subject to final approval by the New Hanover County Board of Commissioners. B. The construction of the Water Main Relocations will be awarded and entered as an Authority contract. The Authority will consult and communicate with representatives of the County in the administration and management of the Project. During construction, any changes in design or in the Project work shall be subject to the prior review and approval of the Authority and the County. V. Project Costs. A. Engineering Services Fees. 1. The County shall bear the cost of the Engineering Services fees for the Project. B. Construction Costs. 1. The County shall bear all Construction Costs of the Project. 2. The Water Main Relocations Certified Bid Tab is attached hereto as Exhibit 8 and will be presented to the County for review and approval prior to award of any Authority Contract. 3. Funding of the Water Main Relocations will be initiated by the Authority encumbering such monies as necessary to contract for the Water Main Relocation construction. The County will reimburse the Authority for all construction costs relating to the Water Main Relocations. The Authority will present construction invoices to the County for review and approval prior to payment by the Authority to the contractor. Reimbursement payments to the Authority by the County will be based on actual construction costs paid. 4. Upon commencement of construction of the Water Main Relocations, the Authority will each month prepare and transmit to the County a reimbursement invoice for the Authority's payment of construction costs for the Project work. The County shall remit payment for the invoices to the Authority within 30 days of receipt. ,In County agrees to pay for the cost of this contract not to exceed a sum of Ninety Thousand 10/20 Eight Hundred Eighty -Five ($90,885.00) Dollars. Page 2 of 9 Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 2 VI. Maintenance and Ownership. A. Upon completion and acceptance of the Project by the County and the Authority, (i) the Authority will maintain responsibility for the operation, maintenance, and repair of the water mains and sewer mains relating to the Water Main Relocations constructed hereunder constructed hereunder; and (ii) the County will maintain responsibility for the operation, maintenance, and repair of the storm drain improvements constructed hereunder. B. The Parties will execute such agreements and instruments as necessary to memorialize in New Hanover County land records the extent of their respective ownership interests in the properties referenced herein. VII. Termination and Suspension. A. This Agreement shall terminate upon the final completion and acceptance of the Project's infrastructure improvements by the County and the Authority. Provided, however, those provisions contained herein which are necessarily intended to have perpetual effect shall be deemed to survive the termination date. B. Termination for Cause. Either party may terminate this Agreement for cause if the other party breaches a material provision of this Agreement and fails to cure such breach within thirty (30) days of receipt of written notice describing the breach in reasonable detail. C. Non -Appropriation. In the case of non -appropriation by the governing board of either Party, then this Agreement shall automatically expire without penalty to either party. D. Right of Suspension. Either party may unilaterally suspend this Agreement with 30 days prior written notice before the execution of the contract of the Authority with the contractor for the Water Main Relocation construction. After the execution of the contract of the Authority with the contractor for the Water Main Relocation, the Authority may suspend the Agreement with 30 days prior written notice. All project costs and expenses o€the Authority and/or the contractor as of the date of suspension shall be paid by the County. VIII. General Provisions. A. Mutual Cooperation. The Parties agree to mutually cooperate to meet their mutual goals and objectives as set forth herein and, specifically, in achieving completion of the Project. B. Waiver. No failure by any party to insist upon the strict performance of any covenant, duty, agreement, or condition of this Agreement or to exercise any right or remedy consequent upon a breach thereof shall constitute waiver of any such breach of any other covenant, duty, agreement, or condition. C. Applicable Law. All matters relating to this Agreement shall be governed by the laws of the State of North Carolina, without regard to its choice of law provisions, and venue for any action relating to this Agreement shall be New Hanover County Civil Superior Court or the United States District Court for the Eastern District of North Carolina, Southern Division. Page 3 of 9 Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 3 D. Dispute Resolution. In the event of conflict or default that might arise for matters associated with this Agreement, the Parties agree to informally communicate to resolve the conflict. If any such dispute cannot be informally resolved, then such dispute, or any other matter arising under this Agreement, shall be subject to resolution in a court of competent jurisdiction. E. No Waiver of Sovereign or Governmental _Immuni . Nothing in this Agreement shall be construed to mandate purchase of insurance by any Party to this Agreement; or to in any other way waive any Party's defense of sovereign or governmental immunity to any cause of action alleged or brought against a Party if otherwise available as a matter of law. F. No Waiver of Qualified Immunity. No officer, agent or employee of any Party shall be subject to any personal liability by reason of the execution or implementation of this Agreement, or any other documents related to the transactions contemplated hereby. Such officers, agents, or employees shall be deemed to execute this Agreement in their official capacities only, and not in their individual capacities. This section shall not relieve any such officer, agent, or employee from the performance of any official duty provided by law. G. Notices. Any communication required or permitted by this Agreement must be in writing except as expressly provided otherwise in this Agreement. Any communication under this Agreement will be sufficiently given and deemed given when delivered by hand, by confirmed facsimile transmission or by Federal Express or similar express delivery service, or on the date shown on a certified mail delivery receipt, when addressed as follows: If to the Authority: Cape Fear Public Utility Authority (CFPUA) Kenneth Waldroup, Executive director 235 Government Center Drive Wilmington, NC 28403 With a copy to: Linda Miles, General Counsel CFPUA 235 Government Center Drive Wilmington, NC 28403 If to the County: County Manager New Hanover County 230 Government Center Drive Wilmington, NC 28403 With a copy to: County Attorney New Hanover County 235 Government Center Drive Wilmington, NC 28403 Any addressee may designate additional or different addresses for communications by notice given under this Section to the other party. H. SeveraloRt . If any provision of this Agreement will be determined to be unenforceable, that will not affect any other provision of this Agreement. Page 4 of 9 Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 4 I. Amendments. This Agreement constitutes the entire agreement between the Parties with respect to its general subject matter. This Agreement may not be changed except by subsequent written agreement, consented to and duly executed by all Parties. J. Assignments; Binding Effect. No party may sell or assign any interest in or obligation under this Agreement without the prior express written consent of the other party. Subject to the specific provisions of this Agreement, this Agreement will be binding upon and inure to the benefit of and be enforceable by the Parties and their respective successors and assigns. K. Time. Time is of the essence for this Agreement and each of its provisions. L. No Third -Party Beneficiaries. There are no entities which are, or which are intended as, third -party beneficiaries of this Agreement. M. Counterparts. This Agreement may be executed in several counterparts, inctuding separate counterparts. Each will be an original, but all of them together constitute the same instrument. N. Complete Agreement: Exhibits. This Agreement is the complete and exclusive understanding and agreement between the Parties regarding the subject matter of this Agreement and supersedes all prior agreements, understandings, and communications, oral or written, between the Parties regarding the subject matter of this Agreement. Specifically referenced in this Agreement are the following Exhibits: • Exhibit A, Water Mains Exhibit B, Certified Bid Tab In cases of conflict between this Agreement and any of the above attachments, the terms of this Agreement shall prevail. [REMAINDER OF RAGE INTENTIONALLY BLANK; SIGNATURES FOLLOW] Page 5 of 9 Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 5 IN WITNESS WHEREOF, the Boards or Council of the respective parties have approved this Agreement and have caused it to be signed by the Chairperson or Mayor and attested to by the Secretary or Clerk, as of the year and day first written above. This, the 11,144" day s . 2022. ■ ,,,'t ` �!�'r�� L . ; . , �. `IrI E FEAR PUBLIC, lUTILITY AUTHORITY (SEAL) p,R - ... 4,{4tH.1M•W,f Chairman ATTEST: = �" Sec This instrument has been pre -audited in the mannIi! required b� the local Government Budget and Fiscal Control Act this the day of - )r . 2022. Appnol �- a� Authority Finance Officer STATE OF NORTH CAROLINA COUNTY Of NEW HANOVER I, �� a Notary Public of the State and County aforesaid, certify tha --IB��Gal n personally appeared before me this day and acknowledged that he is the Secretary of the CAPE FEAR PUBLIC UTILITY AUTHORITY, a North Carolina body politic and corporate, and that by authority duly given and as the act of the Authority, the foregoing instrument was signed in its name by its Chairman, sealed with its corporate seal and attested by its Secretary. WITNESS my hand and n tarial seal, this 1 day of 2022. C*ejry Public = _ ' Judith Lawton My Commission Expires: WNOTARY PUBLIC Pander County, NC My Commission Expires April 05, 2MB ea Rest of page intentionally left blank. New Hanover County digital signature page attached hereto and incorporated herein by reference. Page fi of s Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 6 Exhibit A MON IN Vic :4 —P. 24 "nVALYES GMCFRKDGTPA CONgTR P+4 40 z EL uj Z z w _j r MAP w 7t T I - -T P" .at M FIR VPx:E ',7. s4 . ..... y WATER LINE SECTION VIEW vw Fw M. WaW Gar Psi +Irpn Doi 1 1-21.1 Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 7 Exhibit B NEW HANOVER COUNTY ENGINEERING -130 Government Center Drive, Suite 160. Wilmington, NC 28403 P: t910j 798-7139 1 F: (910) 798-7051 1 NHCgov.corn Jim lannucci, PE, CFK County Engineer September 23, 2022 Carolina Civitworks Inc. 3511 F. US 70 Highway Durham, NC 27703 Re: Recommendation of Award Waterline Lowering at Richardson WTP 637 Groundwater Way Wilmington, NC 28403 Dear Jordon Evans, Please find attached the certified bid tabs for the lowering of the waterlines at the Richardson WTR I hereby recommend award to Carolina Civilworks Inc. Please let us know if you have any questions. Best regards, b;;pj .7y Signvdny Galan JDff*m, PE Galen Jamison, CN.'GLImJamim r�nlMgor.cem, l�E CN.'Gamn Jamigpn. PE, N1.:2p22.09.231021:14-004' ' Galen M Jamison, PE Chief Project Engineer, New Hanover County Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 8 Bidder Carolina Civilworks Inc TA Loving Company AC Schultes of Carolina Waterline Lowering at Richardson WTP Bid Tab Results Bid slate: September 16, 2022 License # 74658 325 48474 Bid Total 1 $90,885.00 S 168,715.69 $207,916.00 The tabulation of bids above is certified to be an accurate tabulation of bids received for this project. Aprtir sfpwd 6y Cialen Jamlaon, PE Gwen Jamison, PE �,'; fl�D;'a Paa'""`°°"`°'� N„ ZU21. 9.23 142127-0910v Galen M Jamison, PE Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 9 NEW HANOVER COUNTY ENGINEERING 230 Government Center Drive, Suite 160, Wilmington, NC 28403 P; (910) 798-7139 i R (910) 798-7051 I NHCgov.com Jim iannucci, PE, CFM, County Engineer Project Specifications September 28, 2022 Waterline Lowering at Richardson WTP 230 Groundwater Way Wilmington, NC 28403 New Hanover County Engineering 230 Governmental Center Drive Wilmington, NC 28403 ���1lilflFl//�/ i` ►�+, CARD ffr ti � •� C7�:Ok� spy ,•y -• SEAL ~ Y 0.�� Galen M Jamison, PE Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 10 Technical Specification Manual 0 Cape Fear Public Utility Authority Effective Date: 01-01-22 Stewardship. Sustainability. Service. Board of Commissioners - October 2. 2023 Engineering Department 7M 23S Government Center Drive Wilmington, NC 28403 Cape Fear Phone: (910) 332-6560 Public Utility Authorlty Fax: (910) 332-6353 Stewardship. sustaina6iiity. Service. www.cfpua.org CFPUA PRE -CON CHECKLIST ❑ 1. CFPUA Technical Specifications, Material Specification Manual and Details must be followed ❑ 2. For scheduling purposes, the contractor must give two business days' notice (by e-mail) to the assigned CFPUA inspector (the exact date will be determined by the CFPUA Inspector and CFPUA Operations schedule) for each of the following: y When construction begins Y Operating any CFPUA valve (including tapping, tie-in, fire line or service valves) If the contractor pulls off the site for more than two (2) weeks Y Installing a sewer main out of a tie-in to an existing manhole Cutting in a new manhole on an existing line Y Coring an existing manhole Tapping an existing sewer main, water main or farce main. y Any bores and threading carrier pipes All camera work, testing, chlorination, and water sampling Setting up or operating a sewer by-pass ❑ 3. The contractor is to notify the Design Engineer with any request to deviate from the CFPUA approved For Construction stamped plans. The Design Engineer will then notify the CFPUA Construction Project Manager for review and final approval by CFPUA. The design engineer and CFPUA Construction Project Manager must approve the deviation prior to work beginning. ❑ 4. Any changes to CFPUA details must be approved by the CFPUA Construction Project Manager. These changes will be noted/clouded on CFPUA Detail Sheet. ❑ 5. Notify the CFPUA Inspector when material is delivered to the job site for verification that materials meet CFPUA Technical Specifications, Material Specification Manual, or approved submittal. ❑ 6. No CFPUA valve shall be operated without a CFPUA Inspector or CFPUA Water Quality employee present. ❑ 7, Any work after normal working hours )Monday— Friday 7:00 AM —3:30 PM) must be pre -approved and scheduled with the CFPUA Project Manager and Inspector. An "After Hours Inspection Fee" will be charged unless after hours work is required by CFPUA. ❑ 8. All shutdowns must be pre -approved and scheduled with the CFPUA Project Manager and Inspector. They will coordinate with the proper CFPUA departments. Shutdowns on critical lines will require a pre - shutdown meeting. Additional information and pre -inspection of material will be required. ❑ 9. No cutting in of manholes on existing sewer, water or sewer force main tie-ins or shutdowns will be made on Friday thru Monday unless pre -approved by CFPUA Operations. ❑ 10. It is the Contractor's responsibility to request CFPUA Standard Operating Procedures for items not covered in the Technical Specifications, Material Specification Manual and Details (i.e. abandoning infrastructure, work on older materials, shut down procedures, coring locations in manholes). Date 1/1/2022 Board Pafgeor�m�io2ers3 October 2, 2023 Engineering Department 7M 23S Government Center Drive Wilmington, NC 28403 Cape Fear Phone: (910) 332-6560 Public Utility Authoilty Fax: (910) 332-6353 Ste�rdsniP. SwteAnabiirtv.sw mt, www.cfpua.ors ❑ 11. For meters 3" or greater, when the meter vault installation is approved and the main/service line is certified and activated (if permitted), the CFPUA Inspector will send an email to the Developer, Builder, Contractor and CFPUA Meter Services that a "Large Meter Set Installation Appointment" can be requested. The contractor will call (910)332-6550 to make the request two business days in advance. ❑ 12. It is the Contractor's responsibility to verify that corporation stops, or valves are open on all services ❑ 13. Boring and Jacking Approved "Boring and Jacking Plan" per CFPUA SPECS (33 05 07.23). w Approved pipe (mechanical or restrained joints) to be used when main is to be operating under pressure per CFPUA SPECS (33 05 07.23 and 33 05 09.33). ❑ 14. Sewer Bypass Pumping (CFPUA Spec 01 51 00) Must submit and have approved a "Bypass Pumping Plan" per CFPUA SPECS (01 51 00 1.4). ➢ All bypass pumping operations must be monitored 24 hours / 7 days a week. Monitoring person must be properly trained, experienced, and mechanically qualified. ❑ 15. In the event of a water/sewer mainline or service break, the CFPUA Emergency number (910-332- 6565) will be called immediately. Then, the CFPUA Inspector will be notified to assist in obtaining the proper response, if any, from CFPUA. ❑ 16. In the event an acceptance test, i.e. hydra test, bar-t sample, chlorination, air, vacuum ... has to be repeated at no fault of CFPUA a "Water/Sewer Line Acceptance Testing Reinspection" fee will apply. If the testing is after normal working hours (Monday — Friday 7:00 AM — 3.30 PM) a "Water/Sewer Line Acceptance Testing Reinspection — After Hours Fee" will apply. ❑ 17. Shrubs, bushes, trees and similar vegetation shall be planted in a manner that will provide a minimum of three feet unrestricted access from the meter box and clean -out to the road. No shrubs, bushes, or trees shall be planted within three feet around the meter box or clean -out that may hinder Authority's ability to maintain infrastructure. Small (less than 18" diameter and height), shallow rooted or seasonal planting may be approved within three feet of the meter box or cleanout, provided that these plantings do not hinder the Authority's ability to access and maintain the infrastructure at the planting's mature growth. ❑ 18. The installation of electrical, phone and cable transformers and pedestals are to be installed at a minimum of 1' to 1' separation from CFPUA appurtenances to include manholes, sewer cleanouts and water meters. ❑ 19. As built and CCTV inspections are completed in the order that they are received. The typical review time is generally ten (10) to fifteen (15) business days for CCTV and five (5) to twenty (20) business days for as-built's but will depend on the complexity of the project, size, and quality of the submittal. ❑ 20 Provide a minimum of six (6) inches of separation between edge of manhole core holes and manhole barrel joints. Provide a minimum of six (6) inches separation between edges of core holes. Coring the manhole cone section is not allowed. All manhole main line and service piping shall be installed at a minimum of crown to crown of the largest diameter pipe. Date 1/1/2022 BoardpafgCeon.issioners3- October 2, 2023 Engineering Department Z9 23S Government Center Drive Wilmington, NC 28403 Cape Fear Phone: (910) 332-6560 Public Utility Authoilty Fax: (910) 332-63S3 Stewardship. SkWs Anability.Servile, www.cfpua.or� ❑ 21 Prior to the contractor scheduling a tap inspection the following items must be completed: Y All CFPUA fees must be paid. A copy of the NCDOT encroachment agreement or City of Wilmington Street Cut permit must be sent to the CFPUA Construction Project Manager, y If an NC DOT Encroachment has been obtained, a separate NC DOT Pre -Con must be conducted. If any changes are made to the approved CFPUA utility plans during the NCDOT pre -con, the project engineer of record must submit revised plans to CFPUA for approval. If an encroachment or street cut permit is not required, an email from the owner of the right of way stating such must be sent to the CFPUA Construction Project Manager. ❑ 22 All water services will be opened and flushed during the initial flushing of the system. The CFPUA Inspector will witness and confirm that all services had water available at the meter setter. n 23. Failure to comply with any of the above -mentioned items shall result in CFPUA Community Compliance issuing a Notice of Violation for failure to comply. Project Name Contractor Signature (required) CFPUA Project Manager/Project Engineer Signature CFPUA File # Date: Date: Date 1/1/2022 Boardpafgeo mfth 2ers3 October 2, 2023 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS (DEVELOPMENT PROJECTS) PART1 GENERAL 1.1 SECTION INCLUDES A. Coordination and Project conditions. B. Preconstruction meeting (CFPUA Pre -Con Checklist Attached). C. Progress meetings. D. Preinstallation meetings. E. Inspections. F. Testing and Gravity Sewer Video. G. Closeout Documentation. H. Final Construction Completion 1.2 COORDINATION AND PROJECT CONDITIONS A. Coordinate scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. B. Verify that utility requirements and characteristics of operating equipment are compat- ible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing operating equipment in ser- vice. C. Coordinate space requirements, supports, and installation of mechanical and electri- cal Work indicated diagrammatically on Drawings. Fallow routing shown for pipes, ducts, and conduit as closely as practical. Use spaces efficiently to maximize acces- sibility for other installations, for maintenance, and for repairs. D. Coordination Meetings: In addition to other meetings specified in this Section, hold coordination meetings with personnel and Subcontractors to ensure coordination of Work. 1_3 PRECONSTRUCTION MEETING A. A pre -construction conference is required for every development project that requires the construction of water and/or sewer facilities. Date 1/1/22 Administrative Requirements Cape Fear Public 01 30 00-1 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 15 B. The pre -construction meeting must be scheduled through the CFPUA Construction Manager with at feast two (2) business day notice. C. Pre -construction meeting shall be held after receipt of all applicable permits, approval of the final construction drawings and material shop drawings, verification of contrac- tor licensing and payment of all outstanding fees. D. Attendance Required: Engineer, Owner or Owner's representative, Licensed Utility Contractor, major Subcontractors, and CFPUA Project/Construction Managers. E. Minimum Agenda: 1. ❑iscuss the approved drawings. 2. Discuss the general construction sequence and schedule. 3. Review general construction inspection procedures and requirements. 4. ❑iscuss lines of communication. 5. ❑iscuss typical project pitfalls and time savers. 6. ❑iscuss project challenges. The contractor is encouraged to review the project ahead of the pre -con, ask for clarifications, and introduce any particular chal- lenges that he/she anticipate in the construction of the project. 7. Other topics per the pre -con checklist. F. At the end of the pre -construction meeting, the developer will receive a copy of the sign in sheet, signed pre -construction checklist, stamped approved construction plans and specifications. 1_4 PROGRESS MEETINGS A. Schedule and administer meetings through progress of the Work. B. Plan for meetings, prepare agenda with copies for participants, and preside over meetings. C. Attendance Required: Job Superintendent, major Subcontractors, Engineer or Own- er's Representative, CFPLIA Inspector and CFPUA Project/Construction Manager, as appropriate to agenda topics for each meeting. ❑. Minimum Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems impeding planned progress. 5. Review of submittal schedule and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of Progress Schedule. 8. Planned progress during succeeding work period. 9. Coordination of project progress. 10. Maintenance of quality and work standards. 11. Effect of proposed changes on Progress Schedule and coordination. 12. Other business relating to Work. Date 1/1/22 Administrative Requirements Cape Fear Public 01 30 00-2 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 16 1_5 PREINSTALLATION MEETINGS A. When required in individual Specification Sections, convene preinstallation meetings at Project Site before starting Work of specific Section. B. Require attendance of parties directly affecting, or affected by, Work of specific Sec- tion. C. Notify Engineer and CFPUA Project/Construction Manager four days in advance of meeting date. D. Prepare agenda and preside over meeting: 1. Review conditions of installation, preparation, and installation procedures. 2. Review coordination with related Work. E. Record minutes and distribute copies to participants within two days after meeting. 1_6 INSPECTIONS A. Material Inspection 1. Before any work is started on the project, the Contractor shall make submittals to the Engineering in accordance with the requirements of CFPUA Specification Section 01 33 00 - Submittals. The CFPUA Inspector shall be notified when any material is delivered to the job site. 2. The CFPUA Inspector will verify that all materials meet CFPUA specifications, details, and/or approved submittal. 3. The CFPUA Inspector will notify the Contractor and the CFPUA Construction Manager of any unapproved material, and that the unapproved material must be removed from the project site. B. General Inspection 1. Routine and unscheduled of ongoing projects will be made by CFPUA personnel during the construction phase to ensure conformance with the approved plans, CFPUA specifications and details, as well as compliance with this guidance manual. 2. Projects approved for construction by the CFPUA automatically authorizes CFPUA inspection personnel access to the construction site at all times for the purpose of inspecting constructed facilities or observing construction operations in progress. CFPUA Inspectors will take appropriate action, as outlined herein, when improper material or unacceptable workmanship is detected on the project and will notify the CFPUA Construction Manager, Contractor, Engineer and/or Developer. 3. CFPUA Inspectors shall make periodic checks during all phases of construction to ensure that the contractor is complying fully with project design and specifica- tions including. a. CFPUA valves are not to be operated without a CFPUA Inspector or CFPUA Water Quality personnel present (Notice of Violations will be given if failure to comply). Date 1/1/22 Administrative Requirements Cape Fear Public 01 30 00-3 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 17 b. Any work after normal working hours (Monday — Friday 7:00 AM — 3:30 PM) must be pre -approved and scheduled with the CFPUA Construction Manag- er and Inspector. c. All shutdowns must be pre -approved and scheduled with the CFPUA Con- struction Manager and Inspector (they will coordinate with the proper CFPUA departments). d. Water or sewer force main tie-ins or shutdowns will not be conducted on Fri- day through Monday unless pre -approved by CFPUA Operations. e. Contractor is to give two (2) business days notification for scheduling to the assigned CFPUA Inspector for each of the following: 1) Operating any CFPUA valve (includes tapping valves). 2) When beginning construction and if the contractor pulls off the site. 3) Laying out of any connection in existing manholes. 4) Cutting in any new manholes on existing lines. 5) Coring any manholes. 5) Connecting onto existing sewer force mains. 7) Connecting onto existing water lines. 8) Any bores and threading carrier pipes. 9) All camera work, testing, chlorination, and water sampling. 10) All testing. 1_7 TESTING AND GRAVITY SEWER VIDEO All structures, pressure piping and gravity sewer piping shall be tested by the contractor as specified in the CFPUA Specifications in accordance with applicable regulations and as directed by the CFPUA Inspector. All testing must be conducted in the presence of the CFPUA Inspector. The Contractor is to give two (2) business days notification for schedul- ing, to the assigned CFPUA Inspector for all testing. 1.8 CLOSEOUT DOCUMENTATION A. The purpose of the as -built record drawings is to verify that the water and sewer sys- tem serving the project were installed per CFPUA Technical Specifications, in ac- cordance with the approved construction permit, and recorded to show the actual lo- cations of the water and sewer assets to be conveyed to CFPUA for ownership, op- eration and maintenance. B. Paper As -built Drawings Two (2) sets of as -built record drawings shall be provided in accordance with CFPUA Specification Section for review. The as -built checklist and an example of the plan's cover sheet are provided in the CFPUA Development Process and Procedures man- ual. It shall be the engineer's responsibility to assure that the most current as -built checklist is used and to check the as-builts for conformance with this checklist before submitting the as-builts. C. Plans and Checklist Certified, surveyed record drawings (as -built plans), sealed by a North Carolina li- censed Professional Land Surveyor or Professional Engineer (engineer seal required Date 111l22 Administrative Requirements Cape Fear Public 01 30 00-4 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 18 SECTION 01 33 00 SUBMITTALS (DEVELOPMENT PROJECTS) PART1 GENERAL 1_1 DESCRIPTION A. Definitions. B. Submittal procedures. C. Use of electronic CAD files of Project Drawings. D. Shop Drawings. E. Certificates. F. Manufacturer's instructions. G. Manufacturer's field reports. H. Contractor review. I. Engineer review. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect/Engineer's responsive action. B. Informational Submittals: Written and graphic information and physical Samples that do not require Engineer's responsive action. Submittals may be rejected for not com- plying with requirements. 1_3 CONSTRUCTION PROGRESS SCHEDULE A. At Preconstruction Meeting, submit proposed complete bar chart schedule for review. B. Submit updated schedules at monthly progress meetings. C. Schedule Updates: 1. Overall percent complete, projected, and actual. 2. Completion progress by listed activity and sub activity, to within five working days prior to submittal. 3. Changes in Work scope and activities modified since submittal. 4. Delays in submittals or resubmittals, deliveries, or Work. 5. Adjusted or modified sequences of Work. Date 111l22 Submittals Cape Fear Public 01 33 00-1 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 19 5. Other identifiable changes. 7. Revised projections of progress and completion. D. Narrative Progress Report: 1. Submit with each monthly submission of Progress Schedule. 2. Summary of Work completed during the past period between reports. 3. Work planned during the next period. 4. Explanation of differences between summary of Work completed and Work planned in previously submitted report. 5. Current and anticipated delaying factors and estimated impact on other activities and completion milestones. 6. Corrective action taken or proposed. 1_4 SUBMITTAL PROCEDURES A. Transmit each submittal with Engineer -accepted form. B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix. C. Identify: Project, Contractor, Subcontractor and supplier, pertinent Drawing and detail number, and Specification Section number appropriate to submittal. D. Apply Contractor's stamp, signed or initialed, certifying that review, approval, verifica- tion of products required, field dimensions, adjacent construction Work, and coordina- tion of information is according to requirements of the Work and Contract Documents. E. Schedule submittals to expedite Project and deliver to Engineer at business address or submit electronic submittals via email as PDF electronic files. Coordinate submis- sion of related items. F. Identify variations in Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work. G. Allow space on submittals for Contractor and Engineer review stamps. H. When revised for resubmission, identify changes made since previous submission. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements. J. Submittals not requested will not be recognized nor processed. K. Incomplete Submittals: CFPUA will not review. Complete submittals for each item are required. Delays resulting from incomplete submittals are not the responsibility of CFPUA. 1_5 SHOP DRAWINGS Date 1/1l22 Submittals Cape Fear Public 01 33 00-2 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 20 A. Shop Drawings. Submit to Engineer for assessing conformance with information given and design concept expressed in Contract Documents. B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. When required by individual Specification Sections, provide Shop Drawings signed and sealed by a professional Engineer responsible for designing components shown on Shop Drawings. 1. Include signed and sealed calculations to support design. 2. Submit Shop Drawings and calculations in form suitable for submission to and ap- proval by authorities having jurisdiction. 3. Make revisions and provide additional information when required by authorities having jurisdiction. D. Submittals 1. Submit number of opaque reproductions Contractor requires, plus one copy Engi- neer will retain, or 2. Submit electronic submittals via email as PDF electronic files. E. After review, produce copies and distribute. 1_6 CERTIFICATES A. Informational Submit: Submit certification by manufacturer, installation/application Subcontractor, or Contractor to Engineer, and CFPUA in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or product but must be acceptable to Engineer and CFPUA. 1.7 MANUFACTURER'S INSTRUCTIONS A. Submit manufacturer's installation instructions for Engineer's and CFPUA knowledge. B. Submit printed instructions for delivery, storage, assembly, installation, startup, ad- justing, and finishing, to Engineer and CFPUA in quantities specified for Product Data. C. Indicate special procedures, perimeter conditions requiring special attention, and spe- cial environmental criteria required for application or installation. 1.8 MANUFACTURER'S FIELD REPORTS A. Submit reports for Engineer's knowledge as Contract administrator or for Owner and CFPUA's knowledge. Date 1/1l22 Submittals Cape Fear Public 01 33 00-3 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 21 B. Submit report in duplicate within 5 days of observation to Engineer and CFPUA for in- formation. C. Submit reports for information for assessing conformance with information given and design concept expressed in Contract Documents. 1_9 CONTRACTOR REVIEW A. Review for compliance with Contract Documents and approve submittals before transmitting to Engineer. B. Contractor: Responsible for: 1. Determination and verification of materials including manufacturer's catalog num- bers. 2. Determination and verification of field measurements and field construction crite- ria. 3. Checking and coordinating information in submittal with requirements of Work and of Contract Documents. 4. Determination of accuracy and completeness of dimensions and quantities. 5. Confirmation and coordination of dimensions and field conditions at Site. 6. Construction means, techniques, sequences, and procedures. 7. Safety precautions. 8. Coordination and performance of Work of all trades. C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents. D. Do not fabricate products or begin Work for which submittals are required until ap- proved submittals have been received from CFPUA. 1.10 ENGINEER REVIEW A. Informational submittals and other similar data are for Architect/Engineer's infor- mation, do not require Architect/Engineer's responsive action, and will not be re- viewed or returned with comment. B. Submittals made by Contractor that are not required by Contract Documents may be returned without action. C. Submittal approval does not authorize changes to Contract requirements unless ac- companied by Change Order or Work Change Directive. D. Owner may withhold monies due to Contractor to cover additional costs beyond the second submittal review. PART 2 PRODUCTS — NOT USED Date 111l22 Submittals Cape Fear Public 01 33 00-4 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 22 PART 3 EXECUTION — NOT USE❑ END OF SECTION Date 111l22 Submittals Cape Fear Public 01 33 00-5 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 23 for profiles), shall be furnished to CFPUA by the Engineer of Record for Developer, where applicable) prior to completion and acceptance of the infrastructure by CFPUA. The as -built plans shall conform to the as -built checklist. D. As -built Submission Two (2) sets of as -built record drawings shall be submitted to the CFPUA Inspector. 1. Sewer projects — Prior to the review of the camera inspection of the installed in- frastructure. 2. Water projects — After the infrastructure has been installed and pressure testing, and disinfection has been completed and approved by CFPUA. E. CFPUA Inspector's Review The CFPUA Inspector will review the as -built drawings for compliance with the CFPUA As -built Checklist. The CFPUA Inspector will field verify the location of all wa- ter and sewer items on the as-builts. Comments will be provided to the contractor and engineer. F. Final Sealed As -Built Drawings Once the CFPUA Inspector approves the as -built drawing, a final copy is to be sub- mitted on original base Mylar sheets (24" X 36"). A PDF and digital copy must be pro- vided to CFPUA. Final Sealed as -built drawings must be submitted per the CFPUA Development Process and Procedures manual. 1_9 FINAL CONSTRUCTION COMPLETION A. Items Required for Completion Construction is considered complete when the following items are successfully satis- fied: 1. Testing (hydra, water samples, air, vacuum, mandrel, and pump station). 2. As -Built Drawings. 3. Camera Inspection (gravity sewer). 4. Walk through acceptance inspection. B. Once complete, the project is ready to move toward certification and conveyance. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION — NOT USED END OF SECTION Date 111l22 Administrative Requirements Cape Fear Public 01 30 00-5 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 24 SECTION 01 35 00 SPECIAL PROCEDURES PART 1 GENERAL 1_1 DESCRIPTION A. Pre -Construction Audio/Video inspections and Photography B. Safety Plan C. Work Along Streets, Highways, and Railroads D. Notification to Local Residents Impacted by Work E. Protection of Work and Property F. Responsibility for Damage G. CFPUA Water Supply and Backflow Prevention H. NCDEQ Minimum Separation of Water and Sewer Facilities Restoration of Disturbed Areas J. Regulatory Enforcement Actions Imposed 1.2 PRE -CONSTRUCTION AUDIO -VIDEO INSPECTIONS AND PHOTOGRAPHY A. The Contractor shall be responsible for performing and submitting audio -video (AV) inspections and photographs of the project areas prior to performing any Work. AV inspections and photographs shall clearly document preconstruction conditions at all proposed Work locations. AV inspections and photography work shall be considered incidental to the contract. B. The purpose of the AV inspections and photographs shall be to document the pre - construction conditions for comparison with the final restored Work. If Engineer, Owner, or third -party claims damage or deficient restoration in a Work area that cannot be disproved by preconstruction A/V inspections and photographs, then Contractor shall be responsible for repairs or additional restoration at no additional cost, and as necessary to resolve the claim. C. The AV inspection shall be submitted in an electronic format accompanied with the following: 1. Data stored on USB flash drive 2. Map of overall work area showing. a. AV sequence and direction of travel b. AV elapsed time by location at no greater than 5-minute intervals Date 1/1l22 Special Procedures Cape Fear Public 01 35 00-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 25 1_3 SAFETY PLAN A. The Contractor shall prepare a detailed Safety Plan. This plan shall indicate the intended procedures to be used by the Contractor to comply with all OSHA requirements. Such Plan should further identify a competent person that will work with each crew. Safety plan shall be available for review at the job site at all times, 1.4 WORK ALONG STREETS. HIGHWAYS AND RAILROADS A. Traffic Control and Maintenance: 1. The proposed work may be performed within rights -of -way or easements as follows: a. NC Department of Transportation public streets and roads 1) Encroachment agreement obtained by Engineer/Owner b. City of Wilmington public streets and roads 1) Encroachment permit obtained by Contractor c. CSX rights -of -way 1) Encroachment permit obtained by Engineer/Owner d. Dedicated utility rights -of -way or easements 1) Encroachment obtained by Contractor/Owner 2. Contractor shall adhere to the bounds as set forth in all rights -of -way and easements unless prior written approval of the current property owner is obtained and submitted to the Engineer and State, City, and local utility authorities for approval. 3. Contractor shall submit a traffic control plan for approval by NCDOT or City of Wilmington in accordance with the respective encroachment agreement. When feasible, at least one lane of traffic will be safely maintained at all times when construction is in progress, otherwise, a detour plan must be submitted and approved with the traffic control plan. 4. Traffic will be maintained on all streets or private drives throughout the work. All matters related to traffic maintenance must be done in a manner consistent with the Manual on Uniform Traffic Control Devices, City of Wilmington Traffic Standards and/or the NCDOT's "Uniform Traffic Control Devices". No roads shall be closed for construction activities unless approved otherwise. 5. Access to businesses and residences along the roads shall be maintained at all times. All lanes will be open when work is suspended for three hours or longer. Warning signs and devices will be placed in advance of all construction activity in accordance with the most recent copy of the Manual on Uniform Traffic Control Devices, the City of Wilmington Traffic Standards, and the North Carolina Department of Transportation's "Uniform Traffic Control Devices". 6. The Contractor shall provide all appropriate signing and barricades and shall provide flag persons at all times and places necessary. 7. Traffic control will be strictly enforced in order to provide fire and police protection to the area and access to drives while construction is in progress. 8. In the event of a necessary road or driveway closure, occupants and/or property owners must be notified a minimum of two business days in advance to any private drive closings. 9. Where businesses have only one means of access, the Contractor shall provide an alternative means of access or perform work during hours when the business is closed. Date 1/1/22 Special Procedures Cape Fear Public 01 35 00-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 26 10. Property owners and surrounding residents will be provided an additional notice if work is to extend outside normal business hours. 11. For projects requiring City of Wilmington right-of-way permit, the Contractor is always required to keep a copy of the permit at the construction site. 12. The Contractor will notify CFPUA two business days prior to commencing any construction within any right-of-way or easement. B. Installation of Pipe Under Streets, Highways and Railroads: 1. The Contractor shall furnish and install protective steel pipe casings and/or carrier pipe under highways/railroads in the pipe size, thickness, length, location, and details as shown on the drawings and specified herein. 2. The construction shall not be started until the necessary permits have been obtained, a copy is at the job site, and proper notice and approval for construction has been obtained from the owner of the street/highway/railroad and the Engineer. 3. All necessary materials, equipment, labor, and traffic protection devices shall be on the job site before starting the Work. 4. Steel casings and the installation thereof required for street/highway/railroad crossings shall be in accordance with the permitted standards and requirements of the City of Wilmington, NCDOT, or CSX Railroads. 1_5 NOTIFICATION TO LOCAL RESIDENTS IMPACTED BY WORK A. The Contractor shall provide work schedules, traffic control plans, and other information needed for accurate notifications to local residents of construction activity area. The Contractor shall coordinate with CFPUA, NCDOT and the City of Wilmington to provide public notifications within seven (7) days prior to beginning work in an area. CFPUA shall be responsible for issuing public notification to the media when necessary. Contractor shall be responsible for placing door hangars in advance of scheduled work. Copies of door hangars to be distributed to local residents shall be submitted to the CFPUA Project Manager for approval prior to distribution. 1.6 PROTECTION OF WORK AND PROPERTY A. Property Monuments: The Contractor shall be responsible for the preservation of all public and private property and shall protect carefully from disturbance or damage all land monuments and property markers until the Engineer has witnessed or otherwise referenced their location and shall not move them until directed. Any property monuments, iron pins, etc., disturbed by the Contractor's actions will be restored at the Contractor's expense. Only licensed land surveyors will be utilized to restore property monuments, etc. B. Clearing: To lessen the impact to adjacent property owners, the Contractor will submit a request to the Engineer and Owner for any clearing activities. Only the area required for access and Work will be cleared, as approved by the Engineer and CFPUA. C. Protection of Shallow Buried Pipelines: The Contractor shall protect the integrity of all shallow public and private utility mains at all times, via approved resources such as Date 1/1/22 Special Procedures Cape Fear Public 01 35 00-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 27 wood road mats, crane mats, PE mats, road plates, etc., to be installed prior to the beginning of work. The approved protection method shall be maintained during and properly removed at the end of the Work. D. Tree Protection: All trees located in the road right-of-way and along the sewer easements shall be protected from damage. Any trees damaged shall be replaced to the satisfaction of the Engineer and CFPUA at no additional cost to the Owner. 1_7 RESPONSIBILITY FOR DAMAGE A. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have been completed and accepted. B. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work, or inconsequence of the non -execution thereof by the contractor, he shall restore, at his own expense, such property to a condition equal to or better than existing before such damage or injury was done, by repairing, rebuilding, or otherwise restoring as may be directed, or he shall make good such damage or injury in an acceptable manner. 1.8 CFPUA WATER SUPPLY AND BACKFLOW PREVENTION REQUIREMENTS A. The Contractor shall meet all CFPUA requirements for connecting to hydrants. The Contractor shall obtain a permit for connecting to the CFPUA's hydrants. The permit application is titled "Procedure for Obtaining Special Water Use" and can be obtained from CFPUA, Community Compliance at 628 Groundwater Way, Wilmington, NC 28411. B. The requirements for connecting to hydrants are specified by the CFPUA, Community Compliance. No mobile hydrant meter shall be connected to an CFPUA hydrant without approval from Community Compliance. The Contractor is responsible for the purchase and assembly of an approved mobile hydrant meter with backflow preventer assembly. All approved standard assemblies can be obtained from Community Compliance. A permit and complete assembly are required for each vehicle that will obtain water — meters cannot be moved from one vehicle to another unless otherwise approved by the CFPUA, Community Compliance. The hydrants shall be operated in a manner as defined by CFPUA. The Contractor shall be responsible for any damage caused by improper operation of hydrants. The Contractor is responsible for meeting all requirements whether listed herein or not. C. The Contractor shall submit to the Engineer or CFPUA, a copy of the approved permit for each vehicle prior to obtaining water. D. Backflow Prevention Typical Design Template for Mobile Hydrant Meter with Reduced Pressure Backflow Prevention Shown Below: Date 1/1l22 Special Procedures Cape Fear Public 01 35 00-4 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 28 Coupling wl RP backflow Coupling Meter Connection for hose connector preventer hose to hydrant a. Diameters may vary, a 2" meter assembly is shown. When assembly is set up for a smaller size meter (e.g., 314"), then the couplings would be 314" or 518". b. Fire hose fitting shall be a 2-112" Wilmington Thread. Adapters are available for Wilmington Thread to National Standard Thread. c. Meters shall register in gallons. Kent, Sensus, Hersey, or Neptune meters are approved for this application. d. Local material suppliers for this assembly: 1) Core and Main — 6501 Amsterdam Way 2) National Water Works — 407 Landmark Drive 3) Wilmington Rubber & Gasket — 609 Greenfield Street 4) Fortiline Waterworks — 3321 US-421 N. e. A partial list of approved reduced pressure backflow preventers follows. Others may also be approved. Febco 835B Conbraco 40-202-A2 Watts 009M2QT Wilkins 975 Ames 4000B Febco 825 Conbraco 40-203-02 Watts 909 Wilkins 975XL Ames 400OSS Febco 825Y Conbraco 40-205-A4 Watts 009QT Wilkins 975XLV Febco 860 Conbraco 40-200-02 009M 1 QT Wilkins 575 Conbraco 40-204-99T _Watts Watts 009SSQT Conbraco 40-203-A2 Date 111l22 Special Procedures Cape Fear Public 01 35 00-5 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 29 1_9 NCDEQ MINIMUM SEPARATION OF WATER AND SEWER UTILITIES A. In accordance with 15A NCAC 02T .0305 (f), the following minimum separations shall be provided for the sewer system except as allowed by Paragraph (g) of this Rule: 1. Storm sewers and other utilities not listed below (vertical) 18 inches 2. Water mains (vertical water over sewer including in benched trenches) 18 inches (horizontal) 10 feet 3. Reclaimed water lines (vertical — reclaimed over sewer) 18 inches (horizontal) 2 feet 4. Any private or public water supply source, including any wells, WS-1 waters or Class I or Class II impounded reservoirs used as a source of drinking water 100 feet 5. Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide elevation) and wetlands 50 feet 6. Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet 7. Any building foundation 5 feet 8. Any basement 10 feet 9. Top slope of embankment or cuts of 2 feet or more vertical height 10 feet 10. Drainage systems and interceptor drains 5 feet 11. Any swimming pool 10 feet 12. Final earth grade (vertical) 36 inches B. In accordance with 15A NCAC 02T .0305 (g), the following alternatives where separations in Paragraph (f) of this Rule cannot be achieved. Nothing in this Paragraph shall supersede the allowable alternatives provided in the Commission for Public Health Public Water Supply Rules (15A NCAC 18C), Commission for Public Health Sanitation Rules (15A NCAC 18A) or the Groundwater Protection Rules (15A NCAC 02L and 15A NCAC 02C) that pertain to the separation of sewer systems to water mains or public or private wells: 1. For storm sewers, engineering solutions such as ductile iron pipe or structural bridging to prevent crushing the underlying pipe. 2. For public or private wells, piping materials, testing methods and acceptability standards meeting water main standards shall be used where these minimum separations cannot be maintained. All appurtenances shall be outside the 100- foot radius. The minimum separation shall however not be less than 25-feet from a private well or 50-feet from a public well. 3. For public water mains horizontal or vertical separations, alternatives as described in 15A NCAC 18C .0906. 4. For less than 36-inches cover from final earth grade, ductile iron pipe shall be specified. Ductile iron pipe or other pipe with proper bedding to develop design supporting strength shall be provided where sewers are subject to traffic bearing loads. Date 1/1l22 Special Procedures Cape Fear Public 01 35 00-6 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 30 5. For all other separations, materials, testing methods and acceptability standards meeting water main standards (15A NCAC 18C). 1.10 RESTORATION OF DISTURBED AREAS A. The Contractor will be required to complete all restoration to disturbed areas within a timely manner following work completion. B. All restoration work shall conform to the CFPUA, City of Wilmington, and NCDOT permits for replacement and/or restoration and shall equal or exceed pre -construction conditions. C. Restorations include, but is not limited to, grading, seeding, mulching, pavement, sidewalks, driveways, storm drain pipes, curbs and gutters, fences, sign replacement and mailbox replacement. D. Existing fences that are disturbed during construction shall be repaired or replaced to a condition equal to or better than the original unless a release is obtained in writing from the property owner and submitted to the Engineer or CFPUA. All fences shall be replaced immediately after operations have cleared the fence line. E. Restoration of affected areas shall begin immediately upon termination of operations in the area disturbed. F. If the Contractor fails to adhere to this provision, all Work operations will be stopped until compliance is met. G. Restoration will be performed by the Contractor to the satisfaction of the Engineer and State, City or local utility permitting authorities. H. All costs for restoration shall be incidental to the contract. 1.11 REGULATORY ENFORCEMENT ACTIONS IMPOSED A. The Contractor shall be fully responsible for any and all violations of regulatory permit conditions issued for the Work. In the event that a violation occurs or if a Notice of Violation (NOV) is received, the Contractor shall take immediate action to correct the violation as directed or required by State and Federal Agencies, Engineer or CFPUA. Any penalties and fines resulting from such violation shall be assessed to the Contractor. In the event that a violation resulting from the Contractor's activities results in a Cease Work Order by the U.S. Corps of Engineers or other responsible state or federal agency, the Contractor shall be held fully responsible for all damages resulting from such delay and any associated penalties. PART 2 PRODUCTS — NOT USED Date 1/1/22 Special Procedures Cape Fear Public 01 35 00-7 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 31 PART 3 EXECUTION — NOT USE❑ END OF SECTION ❑ate 1/1l22 Special Procedures Cape Fear Public 01 35 00-8 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 32 SECTION 01 40 00 QUALITY REQUIREMENTS PART1 GENERAL 1_1 SECTION INCLUDES A. Quality control. B. References. C. Labeling. D. Testing and inspection services. E. Manufacturers' field services. 1.22 QUALITY CONTROL A. Monitor quality control over suppliers, manufacturers, products, services, Site condi- tions, and workmanship, to produce Work of specified quality. B. Comply with specified standards as the minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. C. Perform Work using persons qualified to produce required and specified quality. D. Supervise performance of Work in such manner and by such means to ensure that Work, whether completed or in progress, will not be subjected to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. 1_3 REFERENCES A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard except when more rigid require- ments are specified or are required by applicable codes. B. Conform to reference standard by date of issue current as of date for receiving Bids except where specific date is established by code. C. Obtain copies of standards and maintain on Site when required by product Specifica- tion Sections. D. When requirements of indicated reference standards conflict with Contract Docu- ments, request clarification from Engineer before proceeding. Date 1/1l22 Quality Requirements Cape Fear Public 01 40 00-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 33 E. Neither contractual relationships, duties, or responsibilities of parties in Contract nor those of Engineer shall be altered from Contract Documents by mention or inference in reference documents. 1.4 LABELING A. Attach label from agency approved by authorities having jurisdiction for products, as- semblies, and systems required to be labeled. B. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label: 1. Model number. 2. Serial number. 3. Performance characteristics. 1_5 TESTING AND INSPECTION SERVICES A. Testing Services Provided by Contractor: Testing necessary to satisfy Contractor's in- ternal quality control procedures shall be the sole responsibility of Contractor. Unless otherwise specified, Contractor shall provide all testing services in connection with the following: 1. Any inspections, tests or approvals required for Engineer acceptance of materials or equipment to be incorporated in the Work. This includes any items required for acceptance of materials, concrete mix designs or equipment submitted for ap- proval prior to Contractor's purchase for incorporation in the Work. 2. Tightness testing of containment structures and pressure, leakage, or disinfection testing of piping as specified. 3. Any Work (or part thereof) required by the Contract Documents to be approved by Owner, Engineer or other designated individual or entity. Contractor shall as- sume full responsibility for arranging and obtaining such approvals, pay all costs in connection therewith and submit to Engineer the required certificates of ap- proval. Excluding those conducted directly by an Authority Having Jurisdiction or expressly specified to be conducted directly by Contractor, inspections and tests shall be performed by independent inspectors, approved agencies or other quali- fied individuals or entities acceptable to Owner and Engineer. B. Testing Services and Special Inspections Provided by Owner: Testing services pro- vided by Owner are for the sole benefit of Owner and/or as required by the governing building code. Owner shall employ and pay for the services of an independent testing laboratory, approved agency or other qualified individual or entities for inspections, tests or approvals required by the Contract Documents for field quality control. These include items indicated as Owner provided in the following sections: 1. 03 05 00 Concrete (For Smaller Projects) 2. 32 13 01 Concrete Sidewalks, Driveways, and Gutters 3. 31 23 34.01 Excavating, Trenching, ❑ewatering and Backfilling 4. 33 14 20 Disinfection of Water Pipelines, Facilities and Appurtenances 5. 43 21 39.13 Submersible End Suction Pumps 6. Other materials and equipment at the discretion of Owner. Date 1/1/22 Quality Requirements Cape Fear Public 01 40 00-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 34 Contractor shall provide access to the site and Work. Contractor shall give timely no- tice of the readiness of the Work for inspection, tests or approvals and shall cooper- ate with the inspection and testing personnel to facilitate the required tests and in- spections. Contractor shall furnish all sample materials and cooperate in the testing activities, including sampling. Contractor shall interrupt the Work when necessary to allow testing, including sampling, to be performed. When testing activities, including sampling, are performed in the field by Engineer or Agency personnel, Contractor shall furnish personnel and facilities to assist in the activities as required. C. Transmittal of Test Reports: Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the Work shall be submitted as specified for Submittals — 01 33 00. 1.6 MANUFACTURER'S FIELD SERVICES A. When specified in individual specification Sections, require material or product sup- pliers or manufacturers to provide qualified staff personnel to observe Site conditions, conditions of surfaces and installation, quality of workmanship, startup of equipment, testing, adjusting, and balancing of equipment as applicable, and to initiate instruc- tions when necessary. PART 2 PRODUCTS — NOT USED PART 3 EXECUTION — NOT USED END OF SECTION Date 1/1l22 Quality Requirements Cape Fear Public 01 40 00-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 35 SECTION 01 60 00 PRODUCT REQUIREMENTS PART1 GENERAL 1_1 SECTION INCLUDES A. Products. B. Product delivery requirements. C. Product storage and handling requirements. D. Product options. 1.2 PRODUCTS A. At minimum, comply with specified requirements and reference standards in CFPUA Materials Specification Manual (MSM). B. MSM specified products define standard of quality, type, function, dimension, ap- pearance, and performance required. C. Furnish products of qualified manufacturers that are suitable for intended use. Fur- nish products of each type by single manufacturer unless specified otherwise. Con- firm that manufacturer's production capacity can provide sufficient product, an time, to meet Project requirements. 1_3 PRODUCT DELIVERY REQUIREMENTS A. Transport and handle products according to manufacturer's instructions. B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products; use methods to prevent soiling, disfigurement, or damage. 1.44 PRODUCT STORAGE AND HANDLING REQUIREMENTS A. Store and protect products according to manufacturer's instructions. B. Store products with seals and labels intact and legible. C. Store sensitive products in weathertight, climate -controlled enclosures in an environ- ment suitable to product. D. For exterior storage of fabricated products, place products on sloped supports aboveground. Date 111l22 Product Requirements Cape Fear Public 01 60 00-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 36 E. Provide bonded off -Site storage and protection when Site does not permit on -Site storage or protection. F. Cover products subject to deterioration with impervious sheet covering. Provide venti- lation to prevent condensation and degradation of products. G. Store loose granular materials on solid flat surfaces in well -drained area. Prevent mix- ing with foreign matter. H. Provide equipment and personnel to store products; use methods to prevent soiling, disfigurement, or damage. 1_5 PRODUCT OPTIONS A. Products Specified by Reference Standards or by MSM Description Only: Products complying with specified reference standards or description. B. Products Specified by Naming Three or More Manufacturers: Products of manufac- turers named and complying with Specifications; no options or substitutions allowed without CFPUA approval. C. Substitutions to be reviewed and permitted before bid receipt or final plan approval. PART 2 PRODUCTS — NOT USED PART 3 EXECUTION — NOT USED END OF SECTION Date 1/1l22 Product Requirements Cape Fear Public 01 60 00-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 37 SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS (DEVELOPMENT PROJECTS) PART 1 GENERAL 1_1 SECTION INCLUDES A. Field surveying. B. Closeout procedures. C. Starting of systems. D. Demonstration and instructions. E. Project record documents. F. Operation and maintenance data. G. Spare parts and maintenance products. H. Product warranties and product bonds. I. Examination. J. Execution. K. Cutting and patching. L. Protecting installed construction. M. Final cleaning. N. Certification, Conveyance, and Plats. 1.22 FIELD SURVEYING A. Employ licensed land surveyor for Project layout and location records. B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered. C. Control datum for survey is established by Engineer -provided survey and indicated on Drawings. D. Verify easements; confirm Drawing dimensions and elevations. Date 111l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-1 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 38 E. Provide field surveying and recording services. Establish elevations, lines, and points using recognized survey practices. F. Protect survey control points prior to starting Site Work; preserve permanent refer- ence points during construction. G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. H. Final Record Survey: Prior to Substantial Completion, submit markup of final record in accordance with Project Record Documents in this section. 1_3 CLOSEOUT PROCEDURES A. Prerequisites to Utility Activation: Complete following items before requesting Utility Activation, either for entire Work or for portions of Work- 1 . Complete testing, adjusting, balancing of systems and equipment, demonstra- tions, and instructions to CFPUA's operating and maintenance personnel as specified in compliance with this Section and CFPUA Specification Section 01 30 00 - Administrative Requirements. 2. Submit maintenance manuals, spare parts, Project record documents, markups, gravity sewer video inspection, warranty letters and other similar final record data in compliance with this Section. 3. Coordinate Final Walk -Through inspection by CFPUA to establish basis for re- quest that Work is complete. 4. Make final change -over of locks and transmit keys directly to CFPUA. Advise CFPUA's personnel of change -over in security provisions. 5. Discontinue or change over and remove temporary facilities and services from Project Site. 6. Perform final cleaning according to this Section. 1_4 STARTING OF SYSTEMS A. Coordinate schedule for startup of various equipment and systems. B. Notify Engineer seven days prior to startup of each item. C. Verify that each piece of equipment or system has been checked for proper lubrica- tion, drive rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify that tests, meter readings, and electrical characteristics agree with those re- quired by equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute startup under supervision of manufacturer's representative or Contractors' personnel according to manufacturer's instructions. Date 111l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-2 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 39 G. When specified in individual Specification Sections, require manufacturer to provide authorized representative who will be present at Site to inspect, check, and approve equipment or system installation prior to startup and will supervise placing equipment or system In operation. H. Submit a written report that equipment or system has been properly installed and is functioning correctly. 1_5 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of products to CFPUA personnel. B. Demonstrate Project equipment and instructed by authorized manufacturer's repre- sentative who is knowledgeable about the Project. C. Use operation and maintenance manuals as basis for instruction. Review contents of manual with CFPUA personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate startup, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equip- ment location. 1_6 PROJECT RECORD DOCUMENTS A. Maintain one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Reviewed Shop Drawings, product data, and Samples. 4. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Record information concurrent with construction progress, not less than weekly. Re- port recording status at progress meetings. D. Specifications: Legibly mark and record, at each product Section, description of actu- al products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates used. 3. Changes made by Addenda and modifications. E. Record Drawings and Shop Drawings: Legibly mark each item to record actual con- struction as follows: 1. Include Contract modifications such as Addenda, supplementary instructions, change directives, field orders, minor changes in the Work, and change orders. 2. Include locations of concealed elements of the Work. 3. Identify depth of buried utility lines and provide dimensions showing distances from permanent facility components that are parallel to utilities. Date 111l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-3 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 40 4. Dimension ends, corners, and junctions of buried utilities to permanent facility components using triangulation. 5. Identify and locate existing buried or concealed items encountered during Pro- ject. 6. Measured horizontal and vertical locations of underground utilities and appurte- nances, referenced to permanent surface improvements. 7. Measured locations of internal utilities and appurtenances concealed in construc- tion, referenced to visible and accessible features of the Work. 8. Field changes of dimension and detail. 9. Details not on original Drawings. F. Certified, surveyed record drawings ("as -built" plans), sealed by a North Carolina li- censed Professional Land Surveyor and/or Professional Engineer, shall be furnished to the Cape Fear Public Utility Authority (Authority) by the Engineer of Record (or De- veloper where applicable) upon completion and acceptance of the infrastructure by the Authority. The "as -built" plans shall conform to the as -built checklist included here- in. G. For sewer projects, the "as -built" plans shall include accurate information regarding pipe size, pipe material, pipe length, manhole construction (size of manhole, invert, rim, alignment, location), services, and pump stations along with any relevant rights - of -way, property boundaries and easements. Plans shall also include sewer profiles showing any utility crossings along with the aforementioned information. H. For pump station projects, the "as -built" plans shall include accurate information re- garding interior and exterior pipe sizes, material, length, as well as all structural di- mensions of the pump station, all electrical equipment (make and model), pump in- formation (make, model, and impeller size), and site layout information. Top plan, sectional plan, and full cross-section views are required on the "as -built" plans. For water projects, the "as -built" plans shall include accurate information regarding pipe size, pipe material, pipe length, valve locations (and turn direction), hydrant loca- tions, fitting locations, services, and blow -off locations along with any relevant rights - of -way, property boundaries and easements. Submit marked -up paper copy documents to Engineer at each payment request and before Substantial Completion. K. Digital "as -built" information shall be provided by the Engineer of Record in AutoCAD format and PDF format with seal, signature, and date by surveyor and engineer and shall include all information required on the "as -built" drawings. No other digital for- mats will be accepted. Date 1/1/22 Execution and Closeout Requirements Cape Fear Public 01 70 00-4 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 41 AS -BUILT CHECK LIST Rev. 5 CAPE FEAR PUBLIC UTILITY AUTHORITY Dale -- Subdivision name: Reviewed by: CFPUA Project Number: 5 P . -COMPLETED I X -INCOMPLETE I WA - NOT APPLICABLE 1 Name of subdivision (if applicable). owners name, dabs of constnKtion, north arrow, scale, vicinity map and as -built plan 2 Jrdvrm s shall indicate walerfsewer ehasers and their relabor-ship to subdivision phases Sheet numbers and number of total sheets. 4 C lgarI2 indexed cover sheet with location of plan - erofile sheets on rover sheet, by sheet number 5 Aucu rate location map and index planning map at a scale of 1 inch = 200 feel- 6 Total li near feet on cover sheet listed by phases: Water lines: lGravity lines: Force main: 7 Certifications notes listed by phase and location on cover sheet S All inverts into and out of manholes shall be field verified to 1/100 ft- 9 Show manhole top elevation & flood elevation or surface water flaw levels a ear_h I IK 10 Elevations shall be tied to mean sea level. Indicale anx benchmarks within 2LOject area_ 11 Manhole sewer monuments. it manhole is buried. Show approximate vertical and horizontal separations of waterlines, se-mir mains. and farce mains Ica 12 proposed or existing ullhties and Structures (Includes storm water piping) For each sewer reach, show pipe diameter, length. type. slope, existing surface elevations and proposed 13 finish grades. Show station or distance to beginning and end of change in pipe material. Show location of air release valves. gate valves and Fitti ngs along water mai n and sanitary sewer force 14 ma n. 15 Show stations and malerial ly22s for force main. Plans shall show stubs for individual services. CIO shown open circle. water meters open box. Sewer Cleanouts (CC7s) shall be localed by measuring from each manhole along tho sewer main up stream ID a 15 pci nt which lies on a line that is perpendicular to the sewer main and connects said paint and C. Q. - zero point shall be the immediate downstream manhole and measured from main to CIO. i.e., 12714R. No stations shall be used. Indicate size and location of all of services. 17 Indicate size of services greater than 4'. ig Indicate manhole service laps. service casing Wor material transition. 19 Afl lettering Shall be M iI H9 0.10 incites in height, The scale shall be V = 50' hoteonum and 1' = 5' lwert,ral I_ As -built plans shall be inked on original base mylar sheets (24' X 36"). or the engineer shall provide drawings on Dupont Crowx Erasable Image (wash -off) sheets or approved equal. A PDF ,ard digital copy 20 (formal no older than AudoCAD 2005) must be provided to the Authority. All drawnngs shall beoDme the property of the Cape Fear Public Wity Authority. Reference ties into existing sewer systems by tibe and page of as -built drawing for existing system. The 21 Authority will assist with obtaining this information, (i.e. existing manhole number, projecs. name. CFPUA number and sheet number- Show information on plan -profile sheet and cower sheet. 22 Lo4 numbers. property lines and owner reference dines. street names and all easements 23 Engineer's seal and Surveyor's seal as applicable or required 24 Shaw all water supply wells within 50' & community wells within 100' of sewer main. 25 Water &. sewer layers to be bolder line type than drainage. streets. etc. 25 Flake contour lines very light or turn off EkdB Final Inspection Completed Inspectors Signature Approved: Revision: Date 1!1l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-5 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 42 1_7 OPERATION AND MAINTENANCE DATA A. Submit in PDF composite electronic indexed file. B. Submit data bound in 8-112 x 11-iInch text pages, three D side ring binders with dura- ble plastic covers. C. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS," title of Project, and subject matter of binder when multiple binders are required. D. Internally subdivide binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. E. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. F. Contents: Prepare table of contents for each volume, with each product or system description identified, typed on white paper, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdi- vided by Specification Section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Include the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Contact information for warranty items. g. Safety precautions to be taken when operating and maintaining or working near equipment. 3. Part 3: Project documents and certificates, including the following: a. Shop Drawings and product data. b. Certificates. c. Photocopies of warranties and bonds. 1_8 SPARE PARTS AND MAINTENANCE PRODUCTS A. Furnish spare parts, maintenance, and extra products in quantities specified in indi- vidual Specification Sections. B. Deliver to Project Site and place in location as directed by CFPUA; obtain receipt pri- or to final payment. 1_9 PRODUCT WARRANTIES AND PRODUCT BONDS Date 111l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-6 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 43 A. Obtain warranties and bonds executed in duplicate by responsible Subcontractors, suppliers, and manufacturers within ten days after completion of applicable item of Work. B. Execute and assemble transferable warranty documents and bonds from Subcontrac- tors, suppliers, and manufacturers. C. Verify documents are in proper farm, contain full information, and are notarized. D. Co -execute submittals when required. E. Include table of contents and assemble in three D side ring binder with durable plastic cover. F. Submit prior to final completion. G. Time of Submittals- 1 . For equipment or component parts of equipment put into service during construc- tion with CFPUA's permission, submit documents within ten days after ac- ceptance. 2. Make other submittals prior to final completion. PART 2 PRODUCTS — NOT USED PART 3 EXECUTION 3_1 EXAMINATION A. Verify that existing Site conditions are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B. Examine and verify specific conditions described in individual Specification Sections. C. Verify that utility services are available with correct characteristics and in correct loca- tions. 3.2 EXECUTION A. Comply with manufacturer's installation instructions, performing each step, in se- quence. Maintain one set of manufacturer's installation instructions at Project Site during installation and until completion of construction. B. When manufacturer's installation instructions conflict with Contract Documents, re- quest clarification from Engineer before proceeding. C. Verify that field measurements are as indicated on approved Shop Drawings or as in- structed by manufacturer. Date 111l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-7 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 44 D. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. 1. Secure Work true to line and level and within specified tolerances, or if not speci- fied, industry -recognized tolerances. 2. Physically separate products in place, provide electrical insulation, or provide protective coatings to prevent galvanic action or corrosion between dissimilar metals. E. Allow for expansion of materials. F. Mounting Heights: Where not indicated, mount individual units of Work at industry recognized standard mounting heights for particular application indicated. 1. Refer questionable mounting heights choices to Engineer for final decision. G. Adjust operating products and equipment to ensure smooth and unhindered opera- tion. H. Clean and perform maintenance on installed Work as frequently as necessary through remainder of construction period. Lubricate operable components as recom- mended by manufacturer. 3_3 CUTTING AND PATCHING A. Employ skilled and experienced installers to perform cutting and patching. B. Submit written request in advance of cutting or altering elements affecting: 1. Structural integrity of element. 2. Integrity of weather -exposed or moisture -resistant elements. 3. Efficiency, maintenance, or safety of element. 4. Work of CFPUA or separate contractor. C. Execute cutting, fitting, and patching including excavation and fill to complete Work and to: 1. Fit the several parts together, to integrate with other Work. 2. Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and nonconforming Work. 4. Provide openings in elements of Work for penetrations of mechanical and electri- cal Work. D. Execute Work by methods to avoid damage to other Work and to provide proper sur- faces to receive patching and finishing. E. Cut masonry and concrete materials using masonry saw or core drill. F. Restore Work with new products according to requirements of Contract Documents. G. Fit Work tight to pipes, sleeves, ducts, conduits, and other penetrations through sur- faces. H. Maintain integrity of wall, ceiling, or floor construction, completely seal voids. Date 1/1l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-8 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 45 Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest joint or intersection; for equipment assembly, refinish entire unit. J. Identify hazardous substances or conditions exposed during the Work to Engineer for decision or remedy. 3_4 PROTECTING INSTALLED CONSTRUCTION A. Protect installed Work and provide special protection where specified in individual Specification Sections. B. Provide temporary and removable protection for installed products. Control activity in immediate Work area to prevent damage. C. Protect corrosion protected (coated) surfaces. When activity is necessary, obtain rec- ommendations for protection from coating material manufacturer. D. Prohibit traffic from landscaped areas. 3.5 FINAL CLEANING A. Execute final cleaning prior to final Project assessment, B. Clean Site and Facilities; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from Site. 3_6 Certification, Conveyance, and Plats A. Follow the Certification, Conveyance, and requirements outlined in the Development Process and Procedures Manual. END OF SECTION Date 111l22 Execution and Closeout Requirements Cape Fear Public 01 70 00-9 (Development Projects) Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 46 SECTION 31 23 34.01 EXCAVATING, TRENCHING, ❑EWATERING AND BACKFILLING FOR UTILITY WORK PART 1 GENERAL 1_1 SUMMARY A. Furnish all labor, equipment, supplies and materials, and perform all operations in connection with the following: 1. Clearing, grubbing, and preparation of the site; removal and disposal of all debris. 2. Pipeline and utility structure excavations including trenching, Subgrade preparation, embedment, backfilling, pumping, and dewatering 3. Tunneled (trenchless construction) crossings. 4. Sheeting, shoring, and protection of work. 5. Borrow, transportation, handling, storage, and disposal of suitable and unsuitable materials for pipelines, utility structures, site fills, curb and gutters, sidewalks, driveways, and pavements 6. Subgrade preparation, grading, wetting, rolling, surfacing and other operations pertaining to the site work 7. Protection of adjacent property. B. No classification of excavated materials will be made. Excavation includes all materials regardless of type, character, composition, moisture, or condition thereof. C. Related Requirements: 1. Section 03 05 00 - Concrete 2. Section 32 92 01 - Seeding and Sodding 3. Section 33 1413 - Water Distribution Piping, Valves, Hydrants, and Appurtenances 4. Section 31 31 11 - Sanitary Sewer Gravity Mains 5. Section 33 31 23 - Sanitary Sewer Force Mains, Valves, and Appurtenances 6. Section 33 32 11 - Wastewater Pumping Stations 1_2 REFERENCES A. Definitions: 1. "Subgrade" is the uppermost surface of native soil material unmoved from cuts, the bottom of excavation, B. Reference Standards: 1. OSHA - Safety and Health Regulations for Construction, Chapter XVI I of Title 29, CFR, Part 126 2. NCDOT Positive Shoring Plan - issued with Right -of -Way Encroachment Agreement 3. AASHTO T991T180 - Standard Method of Test for Moisture -Density Relations of Soils. 4. ASTM C136 - Sieve analysis of fine and coarse aggregates. 5. ASTM D448 - Standard Classification for Sizes of Aggregate for Road and Bridge Construction. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 47 6. ASTM D698 - Tests for moisture -density relations of soils and soil -aggregate mixture using 5.5 lb (2.49 kg) yammer and 12 inch (305 mm) drop. 7. ASTM ❑2321 — Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications. 8. ASTM D2487 - Classification of Soils for Engineering Purposes. 9. ASTM D4253 - Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. 10. ASTM D4254 - Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. 11. ASTM D4318 - Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 12. ASTM ❑4832 - Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders. 13. ASTM ❑6023 - Test Method for Density (Unit Weight), Yield, Cement Content, and Air Content (Gravimetric) of Controlled Low -Strength Material (CLSM). 14. ASTM D6938 - Standard Test Methods for In -Place Density and Water Content of Soil and Soil -Aggregate by Nuclear Methods (Shallow Depth). 1_3 SUBMITTALS A. Contractor Excavation Protection Plans or NCDOT Positive Shoring Plans- 1 . Provide sheeting, shoring, and bracing materials and installation required to protect excavations and adjacent structures and property. 2. At least 30 days before starting construction on sheeting and shoring, and in accordance with the OSHA and NCDOT requirements, the Contractor shall ensure the sheeting and shoring design engineer complete and submit the Protective System Design Certificate(s) for the sheeting and shoring systems that the Contractor will install. 3. If required by the OSHA regulations to protect existing facilities, the Contractor shall submit separate certificates for each unique design. The certificate(s) shall be signed and sealed by the registered professional engineer that designed the protection system. B. Geotextile Fabrics: Samples, manufacturer's product data, installation instructions C. Embedment and Backfills Materials: 1. Name and location of proposed material suppliers. 2. Standard test results for materials proposed by independent materials testing firm. D. Trench Shields: Fabricatorlmanufacturer certifications 1.4 QUALITY ASSURANCE A. Contractor to provide experienced on -site Safety Officer and Superintendent to comply with OSHA regulations for site excavations and engineered shoring plans. B. Safety Officer and Superintendent shall hold OSHA 30-Hour Construction Certifications and classified as the competent person. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 48 1_5 EXISTING SITE CONDITIONS A. Every reasonable effort has been made to provide accurate information on existing site conditions. The Contractor should become familiar with the site and satisfy himself as to the scope of the work involved and the materials to be encountered. Any significant change in conditions should be immediately brought to the attention of the Engineer. PART 2 PRODUCTS 2_1 MATERIALS A. Geotextile Fabric. The fabric shall be provided in rolls wrapped with covering for protection from mud, dirt, dust, and debris. 1. Geotextile Fabric Type A. Geotextile fabric Type A shall be provided for installation at locations indicated on the Drawings and as specified herein. Geotextile Fabric Type A shall be a nonwoven fabric consisting of only continuous chains of polymeric filaments or yarns of polyester formed into a stable network by needle punching. The fabric shall be inert to commonly encountered chemicals; shall be resistant to mildew, rot, ultraviolet light, insects, and rodents; and shall have the indicated properties: Property Test Method Unit Minimum Average Roll Value * Fabric Weight ASTM D3776 oz/yd2 5.7 Grab Strength ASTM D4632 lb 155 Grab Elongation ASTM D4632 percent 50 Mullen Burst ASTM D3786 psi 190 Strength Apparent Opening CW-02215 U.S. Std. 70 Size Sieve Size * Minimum average roll value in weakest principal direction. B. Polyethylene Film: Polyethylene film beneath concrete slabs or slab base course material shall be Product Standard PS17, 6 mil minimum thickness. C. Granular Materials and Soils: Five classes defined according to properties and characteristics as follows. a. Class I - Angular, 25 mm (1-in.) to No.4 (3116 in.) in size, #57 or #67 graded stone or equivalent regional material from crushed rock, slag, and/or coral. b. Class II - Coarse sands and gravels with maximum size of 25 mm (1-in.), including variously graded sands and gravels containing small percentages of fines, generally granular and non -cohesive, either wet or dry. Soil Types GW, GP, SW, and SP are included in this class. c. Class III - Fine sand and clayey gravels, including fine sands, sand -clay mixtures, and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are included in this class. Date 1/1l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 49 d. Class IV - Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL are included in this class. These materials are not acceptable for bedding, haunching, ❑r initial backfill. e. Class V - This class includes the organic soil, OL, OH, PT as well as soils containing frozen earth, debris, rocks, larger than 37.5 mm (1-1/2 in.) in diameter, and other foreign materials. These materials are not acceptable for bedding, haunching, initial backfill, ❑r final backfill. D. General Fill: 1. Use soils free of organic matter, refuse, rocks and lumps greater than 4 inches in diameter and other deleterious matter. 2. Fill shall have a liquid limit not greater than 45, and plasticity index not greater than 25. 3. Previously excavated materials complying with the Contract ❑ocuments requirements for general fill may be used for general fill. 4. When on -site materials are found unsuitable for use as general fill, provide approved off -site general fill materials. Prior to using off -site material as general fill, furnish submittal for and ❑btain Engineer's approval of the material proposed for use. 5. General fill material not otherwise specified shall be Class II or III. E. Granular Fill: Granular fill under floor slabs shall be Class I material. F. Structural Fill: Fill material placed inside the line of the building foundation or slab shall be Class I or ll. G. Fill Under Pavement: Fill material used beneath pavement and for road shoulders shall be Class II or III. H. Topsoil: Natural, friable soil free of subsoil, stumps, rocks larger than 2 inches in diameter, weeds, and other material detrimental to plant growth. Concrete: Concrete placed for cradles, thrust blocks, or encasement shall be Class B concrete as specified in Section 03 05 00 - Concrete. Subbase Material: 1. Material shall be naturally- or artificially graded mixture of natural or crushed gravel, crushed stone, ❑r natural or crushed sand. Crushed slag is unacceptable. K. Drainage Fill: 1. Material shall be washed, uniformly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100 percent passing 1-112-inch sieve and not more than 10 percent passing a No. 4 sieve (#57 or #57 stone). L. Controlled Low Strength Material (CLSM): 1. CLSM shall be self -leveling and self -compacting cementitious material. a. Cement: Type I or Type II Portland cement complying with ASTM C1501C150M. b. Fly Ash Mineral Admixture: Comply with ASTM C518, Class F. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-4 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 50 c. Water: Clean, potable. d. Admixtures: Provide admixtures in accordance with product manufacturer's published instructions. Admixtures shall be compatible with each other. Do not use calcium chloride or admixtures containing chloride ions. Use only admixtures that have been tested and approved in the mix designs. e. Fine Aggregates: ASTM C331C33M. 2. CLSM Mix: a. Cement Content: 50 pounds per cubic yard. b. Fly Ash Mineral Admixture: 250 pounds per cubic yard. c. Fine Aggregate Content: 2910 pounds per cubic yard. d. Water Content: 500 pounds per cubic yard. e. Admixtures shall comply with manufacturer's recommendations for use with CLSM. f. Unconfined compressive strength shall be not more than 100 psi. g. Adjustment of Mixes. 1 ) Mix design adjustments may be requested by Contractor when warranted by characteristics of materials, Site conditions, weather, test results, or other, similar circumstances. 2) Submit for Engineer's approval laboratory test data for adjusted mix designs, including compressive strength test results. 3) Implement adjusted mix designs only after Engineer's approval. 4) Adjustments to mix designs shall not result in additional costs to Owner. 2_2 SOURCE QUALITY CONTROL A. Perform quality assurance testing, and submit results to Engineer, in accordance with the 'Submittals" Article in Part 1 of this Section. PART 3 EXECUTION 3_1 INSPECTION A. Familiarization: Prior to commencement of the Work, become thoroughly familiar with the site, the site conditions, and all portions of the work specified in this Section. B. Provide Engineer with sufficient notice and with means to examine areas and conditions under which excavating, filling, and grading will be performed. D❑ not proceed with the Work until unsatisfactory conditions are corrected. C. Approvals: Backfilling and grading operations near foundations, walls, pipes and other portions of the work to be covered shall not commence until the Engineer has completed all required inspections, tests and approvals. Work covered prior to inspection shall be uncovered for inspection purposes and backfilled. 3.22 SUBSURFACE UTILITY LOCATION AND EXPLORATION A. Existing Utilities Location: Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-5 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 51 1. Prior to excavation, Contractor shall contact local underground alert hotlines, "North Carolina 811" and/or individual utility owners for marking underground utilities. A survey shall be made of the utility size, material, location, and elevation prior to trench excavation and information shall be recorded on the record Drawings maintained by the Contractor. 2. Once utilities are marked and recorded, Contractor shall excavate to expose the existing utilities in advance of the construction. I Perform all work required in connection with excavating, stockpiling, maintaining, sheeting, shoring, filling, and replacing pavement for utility location pits. 4. Contractor shall be responsible for the definite location of each existing underground utility involved within the area of excavation for the Work and exercise care during such location work to avoid damaging and disrupting the affected underground facilities or structures. Contractor shall be responsible for repairing, at his expense, damage to underground facility or structures caused during exploratory Work. 3.3 PREPARATION A. Surface Preparation 1. Clearing: Areas designated for clearing and required for construction operations shall be cleared of trees, brush, structures and other materials within the defined rights -of -way, easements, and limits of disturbance indicated. Trees which are to remain shall be protected during clearing operations and subsequent work. 2. Grubbing: Roots, stumps and other materials shall be grubbed from the cleared areas to a depth of at least 18 inches. Tree stumps shall be grubbed in their entirety, including tap roots where applicable. I Topsoil: Strip existing topsoil to a depth of 4 inches from areas to be excavated or graded. Stockpile the topsoil in a suitable area for use during final grading operations. Protect the topsoil from excessive erosion. 4. Unsuitable Material: Remove sod, muck, or other unsuitable material to firm subsoil in areas designated for filling or grading operations. 5. Disposal: Trees, stumps, roots, rubbish, unsuitable soil, or other material resulting from surface preparation shall be remove from the site by the Contractor and disposed of. B. Prohibited Work: 1. Burning or blasting and use of explosives is not allowed. C. Dust Control: 1. Control objectionable dust caused by Contractor's operation of vehicles and equipment, clearing and other actions. To minimize airborne dust, apply water or use methods subject to approval of authorities having jurisdiction. 3.44 EXCESS WATER CONTROL A. General Dewatering: 1. Grade and maintain all areas of the site to preclude surface runoff into excavations and prevent ponding of water. 2. Remove all soil softened or eroded by the presence of water and replace with suitable backfill material. Date 1/1/22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-6 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 52 3. Provide and maintain drainage and dewatering equipment to remove and dispose of all surface water and ground water entering excavations, or other parts of the Work areas. Keep excavations dry during execution of Work, subgrade preparation, and continually thereafter until the pipeline or structure to be built therein is acceptable to Engineer and backfilling operations are completed and acceptable to Engineer. 4. Provide temporary drainage ditches and temporary dikes and provide required temporary pumping and other work necessary for diverting or removing rainfall and all other accumulations of surface water from excavations and fill areas. Perform diversion and removal of surface water in manner that prevents accumulation of water behind permanent or temporary structures and at any other locations in the construction area where such accumulations may be detrimental. 5. Water used for working or processing, resulting from dewatering operations, or containing oils or sediments that will reduce the quality of the surface water or groundwater downstream of the point of discharge, shall not be directly discharged. Divert such waters through temporary settling basin or filter before discharging to surface water, groundwater, or drainage routes. 6. Contractor shall be responsible for condition of piping, conduits, and channels used for drainage and such piping, conduits, and channels shall be clean and free of sediment. B. Temporary Dewatering Systems: 1. Contractor shall design, provide, and operate dewatering system to include sufficient trenches, sumps, pumps, hose, piping, well points, deep wells, and similar facilities, necessary to depress and maintain groundwater level below the base of each excavation during all stages of construction operations. 2. Design and operate dewatering system to avoid settlement and damage to existing structures and underground facilities. 3. Groundwater table shall be lowered in advance of excavation for a sufficient period of time to allow dewatering of fine grain soils. 4. Maintain groundwater level at excavations 2-feet below lowest subgrade excavation until the structure has sufficient strength and weight to withstand horizontal and vertical soil and water pressures from natural groundwater. 5. Operate dewatering system continuously, 24-hours per day, 7-days per week. Provide standby pumping facilities and personnel to maintain the continued effectiveness of the system. Do not discontinue dewatering operations without first obtaining Engineer's acceptance for such discontinuation. 6. Locate elements of temporary dewatering system to allow continuous dewatering operation without interfering with the Work to the extent practicable. 7. Where portions of dewatering system are located in the area of permanent construction, submit to and obtain Engineer's acceptance of details of proposed methods of constructing the Work at such location. Control of ground water shall continue until the permanent construction provides sufficient dead load to withstand hydrostatic uplift of the normal groundwater, until concrete has attained sufficient strength to withstand earth and hydrostatic loads, and until waterproofing Work is completed. 8. Perform pumping of water from excavations in a manner that prevents carrying away of unsolidified concrete materials, and that avoids damaging the subgrade. C. Disposal of Water Removed by Dewatering System: Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-7 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 53 1. Contractor's dewatering system shall discharge to in accordance with the NC Sedimentation Pollution Control Act, NCDEQ Erosion Control Permit, and NC Stormwater Permit for Construction Activities. 2. Convey water from excavations in closed conduits. D❑ not use trench excavations as temporary drainage ditches. 3. Dispose of water removed from excavations in a manner that does not endanger health and safety, property, the Work, and other portions of the Project. 4. Dispose of water in manner that causes no inconvenience to Owner, others involved in the Project, and adjacent and downstream properties. 3.5 SHEETING. SHORING AND BRACING A. General: 1. Design and provide sheeting, shoring, bracing, cofferdams, and similar excavation supports as shown, specified, and required for the Work. Where sheeting, shoring, bracing, or trench boxes are used, they must be designed and sealed by a professional engineer licensed to practice in the State of North Carolina. 2. Clearances and types of temporary sheeting, shoring, bracing, and similar excavation supports, insofar as they may affect the finished character of the Work and the design of sheeting to be left in place, will be subject to the Engineer's approval; but Contractor is responsible for adequacy of all sheeting, shoring, bracing, cofferdams, and similar excavation supports. 3. Materials: a. Previously used materials shall be in good condition and shall not be damaged or excessively pitted. All steel or wood sheeting designated to remain in place shall be new. New or used sheeting may be used for temporary sheeting, shoring, and bracing. b. All steel work for sheeting, shoring, bracing, cofferdams, and other excavation supports, shall be in accordance with ANSI/AISC 360, except that field welding will be allowed. c. When required, provide permanent steel sheet piling or treated timber sheet piling where subsequent removal of sheet piling might allow lateral movement of soil under adjacent structures 4. As excavation progresses, carry down shoring, bracing, cofferdams, and similar excavation supports to required elevation at bottom of excavation. 5. Maintain sheeting, shoring, bracing, bracing, and other excavation supports in excavations regardless of time -period excavations will be open. 6. Unless otherwise shown, specified, or directed, remove materials used for temporary construction when the Work is completed. Perform such removal in manner not injurious to the structures and underground facilities, their appearance, and adjacent construction. B. Removal of Shoring, Sheeting and Bracing: 1. Remove sheeting and bracing from excavations, unless otherwise directed by Engineer in writing. Perform removal to avoid damaging the Work and adjacent construction. Removal shall be equal on both sides of excavation to ensure no unequal loads on structures and underground facilities. 2. Defer removal of sheeting and bracing, where removal may cause soil to come into contact with concrete, until the following conditions are satisfied: a. Concrete has cured for not less than 7 days. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-8 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 54 b. Wall and floor framing, up to and including grade level floors, is in place. 3. When shoring is installed that does not extend below the invert of the underground structure, the shoring shall be removed. Backfill and compaction shall be executed in conformance with the specifications. C. Shoring Left in Place: 1. Only shoring authorized by the Engineer and approved by the Engineer shall be left in place. 2. When shoring is installed to extend below the underground structure, the shoring shall remain with the top edge 4-feet below the finished grade. D. Sheeting Left in Place: 1. Materials: Steel sheeting shown or indicated to be left in place shall consist of rolled sections of continuous interlocking type. Steel sheeting material designated to be left in place shall be new. Type and design of the sheeting and bracing shall comply with the above requirements for steel work for all sheeting and bracing. 2. Installation: a. Steel sheeting to be left in place shall be driven straight to lines and grades as shown, indicated, or directed. Piles shall penetrate into firm materials with secure interlocking throughout pile's entire length. Damaged piling having faulty alignment shall be pulled and replaced by new piling. b. Type of guide structure used and method of driving steel sheeting to be left in place shall be determined by Contractor's professional engineer. 3. Cut off at elevations shown, indicated, or directed by Engineer sheeting left in place and remove cut off pilings from the Site. 4. Clean wales, braces, and all other items to be embedded in the permanent structure and ensure that concrete surrounding the embedded element is sound and free of air pockets and harmful inclusions. Provisions shall include the cutting of holes in the webs and flanges of wale and bracing members, and welding of steel diaphragm water stops perpendicular to the centerline of brace ends that are to be embedded. 3_6 TRENCH EXCAVATION A. Cutting Existing Surface Pavements. 1. Cuts in concrete pavement and concrete base pavements shall be no larger than necessary to provide adequate working space for proper installation of pipe and appurtenances. 2. Cutting shall be started with a concrete saw in a manner which will provide a clean groove at least 1-1/2 inches deep along each side of the trench and along the perimeter of cuts for structures. 3. Concrete pavement and concrete base pavement over trenches excavated for pipelines shall be removed so that a shoulder not less than 12-inches in width at any point is left between the cut edge of the pavement and the top edge of the trench. 4. Pavement cuts shall be made to and between straight or accurately marked curved lines which, unless otherwise required, shall be parallel to the center line of the trench. 5. Pavement removal for connections to existing lines or structures shall not exceed the extent necessary for the installation. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-9 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 55 6. Where the trench parallels the length of concrete walks, and the trench location is all or partially under the walk, the entire walk shall be removed and replaced. 7. Where the trench crosses drives, walks, curbs, or other surface construction, the surface construction shall be removed and subsequently replaced between existing joints or between saw cuts as specified for pavement. B. Trench Width: Trenches shall be excavated to a width which will provide adequate working space and sidewall clearance for proper installation, jointing, and embedment haunching. Trench banks from the top of the pipe to trench bottom shall be as vertical as practicable. C. Over- Excavation: Over -depth excavation carried below required grade, unless authorized by the Engineer, shall be backfilled with Class I material, and compacted as embedment at no additional cost to Owner. D. Alignment and Depth: Trench to the lines and grades shown on the drawings. Where elevations are not shown, trench to a depth sufficient to provide at least 36-inches of cover above the top of pipe, unless otherwise specified. Grade trenches to provide a constant slope free of sags and high spots. E. Dewatering: Keep trenches free of water. F. Trench Bracing: Properly brace, sheet and support trench walls as soil conditions indicate and in conformance OSHA regulations. Provide adequate bracing and shoring to protect adjacent improvements according to contractor submitted excavation plan or NCDOT positive shoring plan. Contractor shall provide certification for all premanufactured trench bracing devices prior to any excavation activities. G. Bedding, Haunching and Backfill: Tamp to provide firm, even bedding. Excavate bedding material to match the shape of the bottom of the pipe and bell, as detailed in the drawings. Shovel slice haunching material to provide full bearing around the bottom of the pipe. H. Method of Compaction Density Testing: ASTM D698 Standard Proctor Pipe Trench Construction: (Depth measured from top of pipe to final grade) 1. Bedding requirements for sewer force mains and water mains listed in Section 3.6.1 below shall be followed, if it has been determined that unsuitable soils exist within the excavated trench. Otherwise bedding for sewer force mains and water mains may be Class I or Class 11. All other backfill for sewer force mains and water mains shall be as shown below. 2. Tope A — Sewer mains 12-feet and deeper a. Bedding, Haunching, and Initial Backfill — Class I bedding material, 4-inch minimum depth or 118 pipe diameter from stable subgrade to pipe invert; Class haunching and initial backfill from invert to 6-inces above top of pipe; compact all zones to 95% standard density. b. Final Backfill — Class II material from top of initial backfill to ground surface; compact to 95% standard density. 3. Type B — Sewer mains between 6-feet and 12-feet deep (occasional water and sewer force mains) Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-10 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 56 a. Bedding and Haunching — Class I bedding material, 4-inch minimum depth or 118 pipe diameter from stable subgrade to pipe invert; Class I haunching to spring -line of pipe; compact both zones to 95% standard density. b. Initial Backfill — Class 11 material from spring -line of pipe to 6-inches above top of pipe; compact to 95% standard density. c. Final Backfill — Class 11 or III material from top of initial backfill to ground surface; compact to 95% standard density. 4. Type C — Sewer, water, and sewer force mains 3-feet to 6-feet deep a. Bedding and Haunching — Class I material 4-inch minimum depth or 118 pipe diameter from stable subgrade to 116 pipe outside diameter above invert; compact to 95% standard density. b. Initial Backfill — Class 11 or III material from top of pipe to a minimum of 6- inches above top of pipe; compact to 95 standard density. c. Final Backfill — Class 11 or III material from top of initial backfill to ground surface; compact to 95% standard density. 5. Type S — Water and sewer service lines 3-feet to 6-feet deep a. Bedding, Haunching, and Initial Backfill — Class I or II material 3-inch minimum depth from stable subgrade to 3-inch minimum above top of pipe; compact to 95% standard density. b. Final Backfill — Class 11 or III material from top of initial backfill to ground surface; compact to 95 percent standard density. Trench Compaction Lifts: 1. Embedment and initial backfill zones — 6-inch lifts 2. Final backfill zone — 8-inch lifts K. Subgrade Stabilization: Wet, yielding, and mucky trench bottoms shall be stabilized by removal of the material and replacement with sufficient Class I embedment material to correct the instability. L. Backfilling Under NCDOT or City Pavements 1. As indicated on standard detail drawings a. Top 12-inches of final backfill for road or street subbase shall be compacted to 98% standard density. b. CLSM trench embedment and backfill. M. Trench Shields: 1. When using a shield for installing pipe, bottom of the shield shall not extend below pipe spring -line and haunching embedment. 2. When using a shield for installing structures, bottom of the shield shall not extend below the top of the bedding for the structures. 3. When removing the shield or moving the shield ahead, exercise extreme care to prevent moving piping, structures, and other underground facilities, and prevent disturbance of bedding material for piping, structures, and other underground facilities. When piping, structures, or underground facilities are disturbed, remove, and reinstall the disturbed items. 3_7 SITE AND STRUCTURE EXCAVATION Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-11 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 57 A. Perform all excavation required to complete the Work as shown, specified, and required. Excavation shall include the removal and replacement of all asphalt, concrete, curb, rock, earth, fences, trees, shrubs, and other materials as applicable within the defined rights -of -way, easements, and limits of disturbance indicated. B. Excavation Protection: 1. Under all other conditions, excavations shall be sloped and benched, shielded, or shored and braced. 2. Provide and maintain excavation protection system(s) in accordance with submittals accepted by Engineer. C. All areas of the site shall be graded and maintained at all times to prevent surface runoff from draining into the excavations, and to prevent ponding of water therein. D. Excavation shall be accomplished in accordance with the grades and lines as established by the Engineer and as required by the work to be performed. Exercise care to prevent undercutting lower than the required subgrades. When excavations are made below required grades without written order of Engineer, fill such excavations with compacted select fill material, as directed by Engineer, at Contractor's expense. E. Extend excavations sufficiently on each side of foundation slabs, wet wells, manholes, valve vaults, and similar construction to allow setting of forms, installation of shoring and bracing, and the safe sloping of banks, as necessary. F. General Site Subgrades: 1. Subgrades shall be firm, dense, and thoroughly compacted and consolidated; shall be free from mud, muck, and other soft or unsuitable materials; and shall remain firm and intact under all construction operations. Subgrades that are otherwise solid but become soft or mucky on top due to construction operations shall be reinforced with select fill. Finished elevation of stabilized subgrades shall not be above subgrade elevations shown. 2. If, in Engineer's opinion, subgrade becomes softened or mucky because of construction delays, failure to dewater properly, or other cause within Contractor's control, subgrade shall be excavated to firm material, trimmed, and backfilled with select fill material at Contractor's expense. 3. Upon completion of site preparation and excavation, scarify to a depth of 12-inches and compact as specified. For areas to receive fill, the compacted subgrade shall be scarified to a depth of 4-inches prior to placing the fill. G. Proof -rolling Subgrades: 1. Prior to placing fill or constructing pavements or slabs -on -grade, proof -roll the subgrade surface with sufficient proof -rolling apparatus. Before starting proof - rolling, submit to and obtain acceptance from Engineer of proof -rolling apparatus and procedure to be used. 2. Proof -rolling operations shall be made in the presence of Engineer. Notify Engineer in advance of start of proof -rolling operations. 3. Subgrades displaying pronounced elasticity or deformation, deflection, cracking, or rutting shall be stabilized as directed by Engineer. Unsuitable materials shall be undercut to the depth directed by Engineer and replaced with select fill material. Other suitable stabilization methods may be directed by Engineer. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-12 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 58 H. Excavated Materials to be Used as Fill: 1. All materials from excavation, considered as suitable by the Engineer, shall be used as fill wherever required, and the Contractor shall arrange his work so that this usage of excavated materials will be possible. 2. Stockpile excavated materials that are acceptable for use as fill. 3. As excavation proceeds, keep stockpiles of excavated materials suitable for use as fill separate from unsuitable materials and waste materials. 4. Place, grade, and shape stockpiles for proper drainage. 5. Locate and retain soil materials away from edge of excavations. 6. Dispose of excess soil material and waste materials. 7. Stockpiled excavated soils for use as select fill or general fill shall be tested and classified by laboratory as on -Site select fill or on -Site general fill. Perform required quality assurance testing for material verification on stockpiled materials as soon as possible to demonstrate compliance of excavated materials. 3_8 SITE AND STRUCTURE FILL AND COMPACTION A. Provide and compact all fill required for the finished grades as shown on the drawings. B. Place fill in excavations as promptly as progress of the Work allows, but not until completing the following: 1. Engineer's authorization after observation of construction below finish grade, including damp -proofing, waterproofing, perimeter insulation, and similar Work. 2. Inspection, testing, approval and recording of locations of underground facilities. 3. Removal of concrete formwork. 4. Removal of shoring and bracing, and filling of voids with satisfactory materials. 5. Removal of trash and debris. 6. Permanent or temporary horizontal bracing is in place on horizontally supported walls. 7. Field testing of tanks, underground facilities including piping and conduits, and water -retaining structures. C. Fill that includes organic materials, debris, roots, trash, stones, or other unacceptable material shall be removed and replaced with approved fill material. D. Borrow:. The Contractor will supply all borrow necessary and will provide all labor and equipment necessary to dig and haul such borrow. E. Placement: 1. Place fill to the grades shown or indicated. Bring up evenly on all sides fill around structures and underground facilities. 2. Fill shall be spread in successive layers of loose material not more than 8 inches in depth. Each layer shall be spread uniformly by motor grader or other approved device and rolled with an approved tamping or 3-wheeled power roller until thoroughly compacted to 90 percent of maximum density obtained at optimum moisture content, as determined by the AASHTO Standard Method T-180. 3. Fill areas shall be undercut, and proof rolled as directed by Engineer. 4. Place fill materials at moisture content and density as specified in Table 31 23 34- A of this Section and this Article's requirements on compaction density. Furnish and use equipment capable of adding measured amounts of water to the fill Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-13 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 59 materials to bring fill materials to a condition within required moisture content range. Furnish and use equipment capable of disking, aerating, and mixing the fill materials to ensure reasonable uniformity of moisture content throughout the fill materials, and to reduce moisture content of borrow materials by air drying, when necessary. When subgrade or lift of fill materials requires moisture -conditioning before compaction, fill material shall be sufficiently mixed or worked on the subgrade to ensure uniform moisture content throughout the lift of material to be compacted. Materials at moisture content in excess of specified limit shall be dried by aeration or stockpiled for drying. 5. Perform compaction with equipment suitable for the type of fill material placed. Select and use equipment capable of providing the minimum density required. Use lightweight or hand operated compaction equipment within horizontal distance of 10 feet from the wall of completed, below -grade structures. Furnish and use equipment capable of compacting in restricted areas next to structures and around piping and underground facilities. Effectiveness of the equipment selected by Contractor shall be tested at start of compacted fill Work by constructing a small section of fill within the area where fill will be placed. If tests on the test section of fill indicate that required compaction is not obtained, do one or more of the following: increase the amount of coverage, decrease the lift thicknesses, or use different compactor equipment. 6. Place fill materials in horizontal, loose lifts, not exceeding specified uncompacted thickness. Place fill in a manner ensuring uniform lift thickness after placing. Mechanically compact each lift, by not less than two complete coverages of the compactor. One coverage is defined as the conditions reached when all portions of the fill lift have been subjected to the direct contact of compactor's compacting surface. Compaction of fill materials by inundation with water is unacceptable. 7. Do not place fill materials when standing water is present on surface of the area where fill will be placed. ❑o not compact fill when standing water is present on the fill to be compacted. Do not place or compact fill in a frozen condition or on top of frozen material. Fill containing organic materials or other unacceptable material previously described shall be removed and replaced prior to compaction. 8. If required densities are not obtained because of improper control of placement or compaction procedures, or because of inadequate or improperly -functioning compaction equipment, Contractor shall perform all work required to provide the required densities. Such work shall include, at no additional cost to Owner, complete removal of unacceptable fill areas and replacement and re -compaction until acceptable fill is provided. 9. Repair, at Contractor's expense, observed or measured settlement. Make repairs and replacements as required within 30 days after being so advised by Engineer. 10. When any portion of the fill is constructed on an old roadbed, the existing surfaces shall be scarified and manipulated as directed by the Engineer in order that, when compacted, it shall have a uniform density. Fills shall be shaped and maintained at all times during their construction to prevent an accumulation of standing water in the event of rain. F. Fill Against Concrete: 1. Placing fill against concrete below finished grade is not allowed until the concrete has attained its specified strength, as determined by duration of concrete curing and testing of field -cured concrete cylinders. Requirements for strength and curing time are in Section 03 05 00 — Concrete. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-14 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 60 2. Backfill structural foundation units as soon as practicable, after concrete has gained sufficient strength to avoid damage, to avoid ponding of surface water and accumulation of debris. 3. Where fill is placed against waterproofed surface, exercise care that waterproofing material is not damaged. G. Fill in Electrical Ductbank Trenches: 1. Provide general fill for full depth of electrical ductbank trench, below and above electrical ductbank. 2. Where one ductbank passes beneath another pipe or ductbank, provide select fill to the elevation of the bottom of upper ductbank or pipe, as applicable. 3. Placing and compacting fill in electrical ductbank trenches shall comply with Type S trench construction requirements. H. Pavement: 1. Compact the subgrade and fill material beneath paved areas and shoulders to a minimum 98 percent ASTM D698 maximum density at optimum moisture content. 2. Place 1-'/2 inches of temporary asphalt concrete pavement immediately after filling excavations in paved roadways and other paved areas that will remain for permanent use. 3. Maintain surface of paved area over the fill in good and safe condition during progress of the Work, and promptly fill depressions over and adjacent to the fill area caused by settlement of fill. 4. Permanent replacement pavement shall be equal to that of the existing roadways, unless otherwise shown or specified. Subbase Placement: 1. Provide subbase material where shown to the limits shown or indicated. 2. Place subbase material in compacted lifts not exceeding depth of 6-inches each. Drainage Fill Placement: 1. Provide drainage fill material where shown to the limits shown or indicated. 2. Place drainage fill material in compacted layers of uniform thickness not exceeding depth of 6-inches each. Compact lifts of drainage fill using suitable compaction equipment. K. Granular Fill Placement 1. Place granular fill on compacted subgrade. L. Compaction Density Requirements: 1. Compaction required for all types of fills shall be in accordance with Table 31 23 34-A of this Section. Moisten material or aerate the material as necessary to provide the moisture content that will facilitate obtaining the required compaction. 2. Fill shall be wetted and thoroughly mixed to achieve optimum moisture content plus -or -minus 3-percent, with the following exceptions: a. On -site clayey soils: Optimum to plus 3-percent. 3. Replace natural, undisturbed soils or compacted soil subsequently disturbed or removed by construction operations with materials compacted as indicated in Table 31 23 34-A. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-15 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 61 TABLE 31 23 34-A REQUIRED MINIMUM DENSITY Percent Compaction Uncompacted Material (ASTM D698) Lift (inches) General Fill More than 5-feet below final grade 100 8 Less than 5-feet below final grade 95 8 Select Fill Below concrete slabs or mats 100 8 Below pavement and sidewalks 100 12 Behind concrete walls 95 8 Subbase Material Below pavement and sidewalks 100 12 All other locations 100 8 Drainage Fill NIA 6 Structural Fill 98 - Granular Fill 100 - Landscaped Areas Subgrade 98 Topsoil 85 4. Field quality control testing for density; to verify that specified density was obtained, will be performed during each day of compaction Work. Responsibility for field quality control testing is specified in the "Field Quality Control" Article in Part 3. 5. When field quality control testing indicates unsatisfactory compaction, provide additional compaction necessary to obtain the specified compaction. Perform additional compaction Work at no additional cost to Owner until specified compaction is obtained. Such work includes complete removal of unacceptable (as determined by Engineer) fill areas and replacement and re -compaction until acceptable fill is provided in accordance with the Contract Documents. M. Replacement of Unacceptable Excavated Materials: In cases where over -excavation to replace unacceptable soil materials is required, backfill the excavation to required subgrade with select fill material and thoroughly compact in accordance with Table 31 23 34-A and the associated "Compaction Density Requirements" in this Article. Slope the sides of excavation in accordance with the maximum inclinations specified for each structure location 339 SITE GRADING A. General: 1. Uniformly grade areas within limits of grading under this Section, including adjacent transition areas. Finished grades should be smooth and provide positive drainage. a. Rough Grade Plus or minus 0.1 foot b. Finish Grade Plus or minus 0.1 foot Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-16 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 62 2. Smooth subgrade surfaces within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. B. Topsoil: The top 4-inches of soil in landscaped areas shall be topsoil. C. Protection: Protect areas which have been graded from equipment traffic, D. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free of irregular surface changes, and shall comply with the following: E. Grassed Areas or Areas Covered with Gravel, Stone, Wood Chips, or Other Special Cover: Finish areas to receive topsoil or special cover to within not more than one inch above or below the required subgrade elevations. F. Sidewalks: Shape surface of areas under sidewalks to line, grade, and cross section, with finish surface not more than 1-inch above or below the required subgrade elevation. G. Pavements: Shape surface of areas under pavement to line, grade, and cross section, with finish surface not more than 1/2-inch above or below the required subgrade elevation. H. Grading Surface of Fill Under Concrete Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of/2-inch when tested with a 10-foot straight edge. Compaction: After grading, compact subgrade surfaces to the depth and percentage of maximum density for each area classification. 3.10 CONTROLLED LOW STRENGTH MATERIAL (CLSM) A. Controlled Low Strength Materials Placement: 1. Discharge CLSM from the mixer by reasonable means into the space to be filled. 2. Bring the fill material uniformly up to the fill line indicated on drawings. 3. Placement of fill over the CLSM may proceed after a curing period of not less than 3-days. 3.11 SITE PAVEMENT SUBBASE COURSE A. General: 1. Place subbase material, in layers of specified thickness, over ground surface to support pavement base course. 2. After completing filling and grading, shape, and compact pavement subgrade to an even, firm foundation in accordance with this Section. Remove unsuitable subgrade materials, including soft materials, boulders, vegetation, and loose stones, and replace with compacted fill material as directed by Engineer. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-17 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 63 B. Undercutting: Undercutting, unless authorized by the Engineer, shall be replaced, and compacted at the Contractor's expense. If the material, after excavation to subgrade, is found to be soft, spongy, or unfit for use as subgrade, such unsuitable material shall be removed to a depth as directed by the Engineer and the subgrade shall be brought to proper elevation by filling with suitable material from excavation or from an approved borrow site. C. Grade Control: 1. During construction, maintain lines and grades including crown and cross -slope of subbase course. D. Placing of Pavement Subbase Course: 1. Place subbase course material on prepared subgrade in layers of uniform thickness, in accordance with indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placing operations. 2. When indicated on the drawings, provide geotextile separation fabric over the prepared subgrade E. Compaction and Grade Control. Comply with compaction requirements for excavation and fill in this Section, and the following requirements: a. Compaction with roller shall begin at the sides of the area to be paved and continue toward the center. Continue compaction until there is no movement of the course ahead of the roller. b. After compaction of top lift of pavement subbase, provide and uniformly spread pipe bedding material and screenings compacted, on the surface, and sweep using gang -dragged broom, followed by compaction. c. After rolling, check for grade with a line not less than 40-feet in length; depression over'/z-inch deep shall be filled to satisfaction of Engineer. d. After completing compaction, other than that necessary for bringing material for the next course, do not haul or drive over the compacted subbase. e. Do not install pavement subbase in excess of 500-feet in length without compacting to prevent softening of the subgrade. f. If subgrade material becomes churned up into or mixed with the subbase material, remove the mixed material, and replace with clean, compacted subbase material. 3.12 DISPOSAL OF EXCAVATED MATERIALS A. Unsuitable materials encountered in an excavation shall be removed by the Contractor and backfilled with suitable material and compacted. Unsuitable materials include organic soils, muck, soft and compressible silts, and clays and running sands. B. Excavated materials not required for topsoil, fill, or backfill shall be removed from the site of the work by the Contractor, but none shall be deposited on private property without written consent of the property owner. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-18 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 64 3.13 TEMPORARY BARRIERS A. Provide temporary barrier surrounding excavations and excavation work areas to provide temporary protection to persons and property. Barrier shall have openings only at vehicular, equipment, and worker access points. B. Minimum Material Requirements for Temporary Barriers: 1. Temporary barrier shall not be less snow fence -type fencing, 4-feet high. 2. Fence shall be constructed of vertical hardwood slats measuring not less than 1- 112 inches by 1 /4 inch interwoven with strands of horizontal wire or shall be of equivalent plastic construction. 3. Posts: a. Posts shall be steel, either "U"-, "Y"-, "T"-shaped, or channel section. b. Posts shall have a nominal weight of not less than 0.33-pound per linear foot, exclusive of the anchor. c. Posts shall have tapered anchors weighing not less than 0.67 pounds, each firmly attached by means of welding, riveting, or clamping. d. Posts shall have corrugations, knobs, notches, or studs placed and constructed to engage a substantial number of fence line wire in the proper position. e. Provide each post with sufficient quantity of galvanized wire fasteners or clamps, of not less than 0.120-iInch diameter, for attaching fence wire to post. 3.14 FIELD QUALITY CONTROL A. Field inspection, sampling and testing shall be performed. B. Site Tests: Owner will employ an independent testing laboratory to perform field quality control testing. 1. Testing Laboratory Scope: a. Perform field moisture content and density tests to ensure that the specified compaction of embedment and fill materials has been obtained. b. Perform tests of actual unconfined compressive strength or bearing tests on structure subgrades. c. Report results of each test to CFPUA, Engineer, and Contractor. 2. Authority and Duties of Testing Laboratory: a. Technicians representing the testing laboratory shall inspect the materials in the field, perform testing, and report findings. When materials furnished or the Work performed does not comply, technician will direct attention of CFPUA, Engineer, and Contractor to such failure. b. Technician will not act as foreman or perform other duties for Contractor. Work will be checked as it progresses, but failure to detect defective Work or non -complying materials shall not in any way prevent later rejection when defect is discovered. Technicians are not authorized to revoke, alter, relax, enlarge, or release requirements, or to approve any portion of the Work. 3. Responsibilities and Duties of Contractor: a. To facilitate testing laboratory, Contractor shall advise testing laboratory at least 2-days in advance of excavating filling operations to allow for assignment of personnel for field quality control testing. Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-19 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 65 b. It shall be Contractor's responsibility to control construction operations to accomplish the specified compaction for fill and trench construction and confirm tests verify that Contractor has complied and is complying relative to compaction control. c. Contractor shall demonstrate adequacy of compaction equipment and procedures before exceeding one or more of the following quantities of earthwork: 1 ) 200 linear feet of trench embedment and backfill. 2) 10 cubic yards of select fill. 3) 100 cubic yards of general fill. 4) 50 cubic yards of subbase material. d. Each test location shall include tests for each layer, type, or class of fill to finish grade. 4. Testing laboratory will inspect and indicate acceptable subgrades and fill layers using the interval/units listed below as a guide. Actual inspection and testing interval/units will vary based on specific project conditions. a. Trenches for pipelines and underground facilities (including buried ductbanks): 1 y In Open Fields: Two locations every 1,000 linear feet. 2) Along Dirt or Gravel Roads or Off Traveled Right -of -Way: Two locations every 500 linear feet. 3) Crossing Paved Roads: Two locations along each crossing. 4) Under Pavement Cuts or Within Two Feet of Pavement Edges: One location every 400 linear feet. b. Footing Subgrade: For each stratum of soil on which footings will be placed, perform not less than one test to verify required design bearing capacities. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to Engineer. c. For Select Fill: On 30-foot intervals on all sides of the structure for every compacted lift, but not less than one per lift on each side of the structure for structures less than 60 feet long on a side. d. For General Fill: One per 1,000 square feet on every compacted lift. e. Subbase Material: One per 1,000 square feet on every compacted lift. 5. Test reports shall be provided to Owner, Engineer and Contractor. 6. If testing laboratory reports or inspections indicate subgrade, fills, or bedding compaction below specified density, Contractor shall remove unacceptable materials as necessary and replace with specified materials and provide additional compaction at Contractor's expense until subgrades, bedding, and fill are acceptable. 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P � Pow and Ni t� sprit Ap+ly Or rite Ad1A IrtLAm Tdd: by }yea � 24a7 h&wa il'd timAlkanra and Dual IWrbak dapard" w PiAj*dh Iran and 114Wd IIrN% Nile —'Cow" Fdaww ae taw in" Jhie h dented as m ,Ya.iai rdiairad de• a No 2C0 sieve Date 111l22 Excavating, Trenching, Dewatering and Backfilling for Utility Work Cape Fear Public 31 23 34.01-21 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 67 SECTION 33 05 05.31 HYDROSTATIC TESTING PART 1 GENERAL 1_1 SUMMARY A. Section Includes: Hydrostatic testing of pressure piping. B. Related Requirements: 1. Section 33 31 23 - Sanitary Sewer Force Mains, Valves and Appurtenances: Pipe materials and accessories normally encountered with municipal sanitary sewage farce mains. 2. Section 33 14 13 - Water Distribution Piping: Pipe materials and accessories normally encountered with pressurized water distribution systems. 1_2 REFERENCE STANDARDS A. American Water Works Association: 1. AWWA C600 -Installation of Ductile -Iron Water Mains and Their Appurtenances. 2. AWWA C605 - Underground Installation of PVC 1.3 ADMINISTRATIVE REQUIREMENTS A. The foreman of the contracting crew must speak fluent English. B. Any event requiring a CFPUA representative to be present will require a minimum of two (2) business day notice to schedule the event. C. No valves are to be operated unless a CFPUA representative is present. Any valves operated without a CFPUA representative present, or a directive may be subject to penalties in accordance with CFPUA's Ordinance. 1_4 SUBMITTALS A. Section 01 33 00 - Submittals. B. Submit following items prior to start of testing upon request: 1. Testing procedures. 2. List of test equipment. 3. Testing sequence schedule. 4. Provisions for disposal of flushing and test water. 5. Certification of test gage calibration. C. Test and Evaluation Reports: Indicate results of piping tests. D. Qualifications Statement: 1. Submit qualifications for applicator upon request. Date 111J22 Hydrostatic Testing Cape Fear Public 33 05 05.31-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 68 PART 2 PRODUCTS 2_1 HYDROSTATIC TESTING A. Equipment: 1. Pressure pump. 2. Pressure hose. 3. Water meter. 4. Test connections. 5. Pressure relief valve. 6. Pressure Gage: Calibrated to 0.1 psi. PART 3 EXECUTION 31 EXAMINATION A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for installation examination. B. Verify that piping and appurtenances are installed and ready for testing. C. Verify that trenches are backfilled. D. Verify that pressure piping thrust restraints have been installed. Where any section of piping is provided with concrete thrust blocking, the hydrostatic test shall not be made until at least 5 days after installation of the concrete thrust blocking unless otherwise approved. 3_2 FIELD QUALITY CONTROL A. Section 01 70 00 - Execution and Closeout Requirements. B. Testing of Pressure Piping to be performed according to AWWA C600 (DIP), AWWA C605 (PVC) and the following as applicable: 1. Hydrostatic testing procedure: a. Testing shall be performed in the presence of the CFPUA representative. Testing shall be scheduled with CFPUA a minimum of two business days in advance and shall not proceed until granted approval by CFPUA. The contractor will pre -test the lines prior to the CFPUA representative arrival. The contractor is to cancel the test if the lines will not pass the required test, correct all visible leakage, and locate and repair leakage in lines which exceeds the specified amounts. When completed, the contractor will re- schedule the test. b. Slowly fill with clean potable water portion of piping to be tested, expelling air from piping. Fill and test mains and services. c. Close air vents after air is expelled. Date 111J22 Hydrostatic Testing Cape Fear Public 33 05 05.31-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 69 d. Raise pressure to specified test pressure. For purposes of testing, working pressure shall be 100 psi and test pressure shall be 150 psi. The pressure gauge must be liquid filled with 2 psi increments maximum. The gauge must be a minimum of three feet above grade. No more than 3 psi can be lost during the two-hour test. The gauge must return to 0 psi when the test is completed. There will be no allowable leakage. Air testing will not be accepted on mains and services, but will be accepted for tapping sleeves, 40 psi for 15 minutes or hydrostatic testing @150 psi for 15 min with zero pressure loss for both. e. Observe joints, fittings, and valves undergoing testing. 2. Hydrostatic Testing Requirements for Pipe Burst Installations a. Subject pipe burst installations to a pressure test before connecting to direct bury mains. Testing shall be performed in the presence of the CFPUA representative. Testing shall be scheduled with CFPUA a minimum of two business days in advance and shall not proceed until granted approval by CFPUA. b. The pipe shall be filled with clean potable water and pressurized to 1.5 times the working pressure at the point of testing with a minimum of 150 psi, for a period of no less than 24 hours and then subjected to the specified test pressure. c. Pretest pipe burst installations for a period of 2 hours before notifying CFPUA that the main is ready for a final pressure test. No final pressure test shall begin after 2:00 pm. d. Perform testing as follows: 1) Test pressure shall be at least 1.5 times the working pressure at the point of testing with a minimum of 150 psi. Test pressure shall not be less than 1.25 times the working pressure at the highest point along the test section. Test pressure shall not exceed the pipe or thrust restraint design pressure. Test pressure shall not vary by more than +l- 5 psi for the duration of the test. 2) The pressure test duration shall be 2 hours. 3) Ensure that the pipe is full of water and that the air has been removed before testing. e. Pressure testing is the responsibility of the Contractor, who shall provide materials, labor, and equipment. 3. If testing of piping and appurtenances indicates leakage greater than that allowed, locate source of leakage, make corrections, and retest until leakage is within acceptable limits. 4. Correct visible leaks regardless of quantity of leakage. END OF SECTION Date 111J22 Hydrostatic Testing Cape Fear Public 33 05 05.31-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 70 SECTION 33 05 09.33 THRUST RESTRAINT FOR UTILITY PIPING PART 1 i-,FNFPAI 1.1 SUMMARY A. Section Includes: 1. Pipe joint restraint systems for all pressurized mains (water and wastewater force). 2. Includes fittings, valves, dead -ends, and other locations where change in pipe di- rection requires joint restraint. B. Related Requirements: 1. Section 33 05 05.31 — Hydrostatic Testing: Materials and methods for pipeline cleaning and testing. 2. Section 33 05 07.13 - Horizontal Directional Drilling: Materials and methods for piping and appurtenances. 3. Section 33 05 07.23 - Jacking and Boring: Materials and methods for carrier pipes and appurtenances. 4. Section 33 14 13 - Water Distribution Piping and Appurtenances: Materials and methods for piping and appurtenances. 5. Section 33 31 23 - Sanitary Sewer Force Mains, Valves and Appurtenances: Ma- terials and methods for piping, valves, and appurtenances. 1.2 REFERENCE STANDARDS A. American Water Works Association: 1. AWWA C600 -Installation of Ductile -iron Water Mains and Their Appurtenances. B. ASTM International: 1. ASTM A536 — Standard Specification for Ductile Iron Castings. 113 COORDINATION A. General — Coordinate Work of this Section with the installation and modification of pressure main valves, bends, reducers, and dead-end fittings and pipe joints that re- quire restraint. B. Joint Restraint Systems — Field or factory applied joint restraint systems shall be used unless otherwise indicated by the ENGINEER. When multiple valves, bends, fittings are in close proximity, ENGINEER to design adequate total restraint length required for fitting combinations). The combined fitting restrained length total must equal the sum of the individual fitting restrained lengths. Individual restrained end lengths ap- plied to combined fitting end lengths can result in failure during testing or operation. C. Thrust Blocks — Concrete thrust blocking shall only be used when required for special installations, such as such as cut -in tees, tapping sleeves, plugged/capped sections Date 1/1l22 Thrust Restraint for Utility Piping Cape Fear Public 33 05 09.33-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 71 removed from service, or other situations that would require retrofitting an existing service pipeline with joint restraints. ENGINEER shall design adequate size and weight of blocking to be installed for special installations. 1.4 SUBMITTALS A. Product Data: Submit manufacturer catalog information for restrained joint details and installation instructions. B. Shop Drawings: 1. Indicate restrained joint details and materials being used. 2. Submit schedules showing restraint device models and locations to be installed. 3. Include restrained joint installation procedures. C. Manufacturer's Certificate: Certify that products meet or exceed specified require- ments. D. Manufacturer Instructions: Submit detailed instructions on installation requirements, including storage and handling procedures. 1_5 CLOSEOUT SUBMITTALS A. Project Record Documents: Record locations of joint restraints on design plan and profile drawings by begin and end station as proceeds daily and transfer field data to final record drawing submittal. 16 QUALITY ASSURANCE A. Perform Work according to AWWA 600 standards and manufacturer instructions. B. Perform pressure testing according to Section 33 05 05.31 — Hydrostatic Testing. 1.7 DELIVERY, STORAGE, AND HANDLING A. Inspection: Accept materials on Site in manufacturer's original packaging and inspect for damage. B. Store materials according to manufacturer instructions. C. Protection: 1. Protect materials from moisture and dust by storing in clean, dry location remote from construction operations areas. 2. Provide additional protection according to manufacturer instructions. PART2 PRODUCTS 2_1 PERFORMANCE AND DESIGN CRITERIA A. Provide pressure pipelines (water and force mains) with restrained joints and/or blocking at any change in direction including hydrant assemblies, bends, tees, reduc- Date 1/1/22 Thrust Restraint for Utility Piping Cape Fear Public 33 05 09.33-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 72 ers, blow -offs, dead-end mains, cut -in tees, tapping sleeves, etc. Thrust restraint shall be designed for a minimum pressure of 150 psi at the lowest elevation in the pipeline test section. 2.2 JOINT RESTRAINT SYSTEMS A. Refer to CFPUA Material Specification Manual (MSM) for the following products: MSM Section Material C Joint Restraints B. Unless otherwise indicated, joint restraint systems may be factory or field applied sys- tems. PART 'l 1=5CFC'I iTInN 331 EXAMINATION A. Verify location of piping restraint locations in advance of pipe laying operations. B. Verify that pipe and fittings identified for restraint are ready to receive Work and the correct restraint device is applied to that location. C. Field measure and verify pipe restraint lengths indicated on drawings for Work to be installed. 3_2 PREPARATION A. Clean surfaces of pipe and fittings that are to receive joint restraint systems. 3.33 INSTALLATION A. Install joint restraint system such that joints are mechanically locked together to pre- vent joint separation in accordance with the manufacturer recommendations. B. In special installations where concrete thrust blocking is required, allow 7-day mini- mum cure time before placing pipe pressure load on concrete blocking. END OF SECTION Date 1/1l22 Thrust Restraint for Utility Piping Cape Fear Public 33 05 09.33-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 73 SECTION 33 14 13 WATER DISTRIBUTION PIPING, VALVES, HYDRANTS, AND APPURTENANCES PART 1 GENERAL 1_1 DESCRIPTION A. Section Includes Installation of: 1. Pipe and fittings for public water mains and service connections. 2. Valves, fire hydrants, blow offs, sampling stations, air release assemblies, and other water distributions appurtenances. B. Related Requirements: 1. CFPUA Material Specification Manual (MSM). 2. Section 03 05 00 - Concrete. 3. Section 09 91 00 - Painting and Protective Coatings. 4. Section 31 23 34.01 - Excavating, Trenching, ❑ewatering and Backfilling. 5. Section 33 01 12 - Identification for Utilities Piping. 6. Section 33 05 05.31 - Hydrostatic Testing. 7. Section 33 05 09.33 - Thrust Restraint for Utility Piping. 8. Section 33 05 13 - Precast Concrete Manholes and Utility Structures. 9. Section 33 14 14 - Public Water Service Connections. 16. Section 33 14 20 - Disinfection of Water Pipelines, Facilities and Appurtenances. 1_2 REFERENCES A. American Association of State Highway and Transportation Officials: 1. AASHTO T 180 - Standard Method of Test for Moisture -Density Relations of Soils Using a 4.54-kg (10-Ib) Rammer and a 457-mm (18-in.) Drop. B. American Society of Mechanical Engineers: 1. ASME B16.1 -Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250. C. ASTM International: 1. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength. 2. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-Ibflft3 (600 kN-mlm3). 3. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-Ibflft3 (2,700 kN-mlm3). 4. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. 5. ASTM D2241 - Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure - Rated Pipe (SDR Series). 6. ASTM ❑3035 - Standard Specification for Polyethylene (PE) Plastic Pipe (DR -PR) Based on Controlled Outside Diameter. 7. ASTM D3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 74 8. ASTM D6938 — Standard Test Method for In -Place Density and Water Content of Soil and Soil -Aggregate by Nuclear Methods (Shallow Depth). 9. ASTM F477 — Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. D. American Water Works Association: 1. AWWA C104 — Cement -Mortar Lining for ❑uctile-Iron Pipe and Fittings. 2. AWWA C105 — Polyethylene Encasement for Ductile -Iron Pipe Systems. 3. AWWA C110 — Ductile -Iron and Gray -Iron Fittings. 4. AWWA C111 — Rubber -Gasket Joints far Ductile -Iron Pressure Pipe and Fittings. 5. AWWA C115 — Flanged Ductile -Iron Pipe with ❑uctile-iron or Gray -Iran Threaded Flanges. 6. AWWA C116 — Protective Fusion -Bonded Coatings for the Interior and Exterior Surfaces of Ductile -Iron and Gray Iron Fittings. 7. AWWA C151 — Ductile -Iron Pipe, Centrifugally Cast. 8. AWWA C153 — Ductile -Iron Compact Fittings. 9. AWWA C500 — Metal -Seated Gate Valves for Water Supply Service. 10. AWWA C502 — Dry -Barrel Fire Hydrants. 11. AWWA C509 — Resilient -Seated Gate Valves for Water Supply Service. 12. AWWA C512 — Air -Release, AirfVacuum, and Combination Air Valves for Water and Wastewater Service. 13. AWWA C550 — Protective Interior Coatings for Valves and Hydrants. 14. AWWA C600 — Installation of Ductile -Iron Mains and Their Appurtenances. 15. AWWA C605 — Underground Installation of Polyvinyl Chloride (PVC) and Molecu- larly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe and Fittings. 16. AWWA C900 — Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. Through 60 In. (100 mm Through 1,500 mm), for Water Tra nsm ission and Dis- tribution. 17. AWWA C901 — Polyethylene (PE) Pressure Pipe and Tubing, 112 In. (13 mm) Through 3 In. (76 mm), for Water Service. 18. AWWA C906 — Polyethylene Pressure Pipe and Fittings, 4-In. Through 65-In. for Waterworks. E. Manufacturers Standardization Society of the Valve and Fittings Industry: 1. MSS SP-60 — Connecting Flange Joints between Tapping Sleeves and Tapping Valves. F. National Fire Protection Association: 1. NFPA 24 — Standard for the Installation of Private Fire Service Mains and Their Appurtenances. 2. NFPA 291 — Recommended Practice for Fire Flow Testing and Marking of Hy- drants. G. NSF International: 1. NSF 61 — Drinking Water System Components - Health Effects. 2. NSF 372 — Drinking Water System Components - Lead Content. 1_3 ADMINISTRATIVE REQUIREMENTS A. Section 01 30 00 - Administrative Requirements Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 75 B. Coordination: 1. Coordinate Work of this Section with termination of water main connection at Site boundary, connection to CFPUA, and trenching. 2. The existing system must be kept in operation at all times. Where connections are made to existing mains or other shutdowns are necessary, permission must be obtained and arrangements must be made with the CFPUA Distribution ORC, Utility Services Division for removing from service those mains that will be affected. 3. No valves are to be operated unless a CFPUA representative is present. Any valves operated without a CFPUA representative present, or a directive may be subject of penalties in accordance with CFPUA's ordinance. 4. Notify CFPUA no less than two business days prior to an event requiring a CFPUA representative to be present. 5. The Contractor shall, at least two business days in advance, notify citizens subject to interruption of service by means of door hangers or any other approved method of the starting time and duration of such interruption. 1_4 SUBMITTALS A. Section 01 33 00 - Submittals: Requirements for submittals. B. Product Data/Source Quality: 1. Manufacturer information regarding pipe, pipe fittings, valves, hydrants, and ap- purtenances including component material, assembly, and parts diagrams. 2. Shop test results and inspection data, certified by manufacturer. C. Testing Procedures: 1. Submit proposed testing procedures, methods, apparatus, and sequencing. Ob- tain ENGINEER and CFPUA approval prior to commencing testing. D. Manufacturer Instructions: 1. Detailed instructions on installation requirements, including storage and handling procedures. E. Manufacturer's Certificate: 1. Certify that products meet or exceed specified requirements. F. Field Quality -Control Submittals: 1. Results of Contractor -furnished laboratory testing and field test results. 1.5 CLOSEOUT SUBMITTALS: A. Section 01 70 00 - Execution and Closeout Requirements. B. Project Record Documents: 1. Maintain accurate and up-to-date record documents showing modifications made in the field, in accordance with approved submittals, and other Contract modifica- tions relative to buried piping Work. 2. Record actual locations of piping mains, valves, hydrants, connections, thrust re- straints, elevations, and other utilities found and not indicated on design plans. Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 76 C. Operations and Maintenance Data: 1. Furnish in operations and maintenance manuals complete data for materials in accordance with Section 01 60 00 - Product Requirements. 1_6 QUALITY ASSURANCE A. Qualifications: Company specializing in manufacturing products specified in the CFPUA Materials Specification Manual. 1. Cast manufacturer's name, pressure rating, and year of fabrication into valve body. B. Materials in Contact with Potable Water: Certified according to NSF 61 and NSF 372. C. Perform Work according to AWWA and PVC Pipe Association standards. 1.7 DELIVERY. STORAGE. AND HANDLING A. Section 01 60 00 - Product Requirements. B. Inspection: Accept materials on Site in manufacturer's original packaging and inspect for damage. C. Storage: 1. Store materials according to manufacturer instructions. 2. Block individual and stockpiled pipe lengths to prevent moving. 3. Do not place pipe or pipe materials on private property or in areas obstructing pe- destrian or vehicle traffic. 4. Store PE and PVC materials out of sunlight. D. Protection: 1. Protect materials from moisture and dust by storing in clean, dry location remote from construction operations areas. 2. Provide additional protection according to manufacturer instructions. 118 SITE CONDITIONS A. Field Measurements: 1. Verify field measurements prior to fabrication. 2. Indicate field measurements on Shop Drawings. ' l �iG-► ■ A. Section 01 70 00 - Execution and Closeout Requirements. B. Furnish 10-year manufacturer's warranty for valves. PART 2 PRODUCTS 2.1 CFPUA MATERIAL SPECIFICATION MANUAL Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-4 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 77 A. Refer to CFPUA Material Specification Manual IMSM] for the following products: MSM Section Material A Pipe B Fittings and Accessories C Joint Restraints D Valves and Accessories E Fire Hydrants F Service Saddles and Tapping Devices I Castings & Aluminum Access Covers K Miscellaneous L Electrical M Coatings and Sealants 2_2 MATERIALS & ACCESSORIES A. Bedding, Cover, and Backfill: 1. As specified in Section 3123 34.01 - Excavating, Trenching, ❑ewatering and Back - filling. B. Pipe Location Wire: As specified in Section 33 01 12 - Identification for Utilities Piping. C. Thrust Restraints: As specified in Section 33 05 09.33 - Thrust Restraint for Utility Pip- ing. D. Service Connections: As specified in Section 33 14 14 - Public Water Service Connec- tions. E. Vaults and Utility Boxes: As specified in Section 33 05 13 - Precast Concrete Manholes and Utility Structures. F. Fire Hydrant Drainage Gravel: Provide #57 Stone. PART 3 EXECUTION 3_1 EXAMINATION A. Section 01 70 00 - Execution and Closeout Requirements. B. Identify project horizontal and vertical control points, establish easement and right-of- way lines, stakeout construction points for work and pipeline alignments, establish lim- its of disturbance. C. Determine exact location and size of water mains, valves, hydrants, and appurtenances from Drawings D. Verify location and elevation of existing facilities prior to excavation and installation of proposed interconnecting water mains, valves, and hydrants. Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-5 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 78 3_2 PREPARATION A. Section 01 35 00 - Special Procedures. 1. Pre -construction Site AudioNideo Inspections and Photography: 2. Show mailboxes, curbing, lawns, driveways, signs, culverts, and other existing Site features. B. Section 01 70 00 - Execution and Closeout Requirements. C. All materials, unless otherwise directed, shall be unloaded as nearby as possible to the location of installation by the Contractor. Materials shall be handled with care to avoid damage. D. All materials found during the progress of work to have flaws, cracks, or other defects will be rejected by the Engineer regardless of whether or not it has been installed and shall be replaced by and at the expense of the Contractor. E. All PVC pressure pipe, upon delivery to the site and until such time as it is placed in the trench, shall be shielded from the weather and direct sunlight to prevent pipe dete- rioration. F. Slings, hooks, or tongs used for lifting shall be padded in such a manner as to prevent damage to exterior surfaces, interior linings, and components. If any part of the coating, lining or components is damaged, the repairs or replacement shall be made by the Contractor at his expense and in a manner satisfactory to the Engineer prior to attempt- ing installation. G. Pipe Cutting: 1. Cut pipe ends square, ream pipe and tube ends to full pipe diameter, and remove burrs. 2. Use only equipment specifically designed for pipe cutting; use of chisels or hand saws is not permitted. 3. Grind edges smooth with beveled end for push -on connections. H. Remove scale and dirt on inside and outside before assembly. Prepare pipe connections to equipment with flanges or unions. 3_3 INSTALLATION A. Placement: As specified in Section 31 23 34.01 - Trenching, Excavation, Dewatering and Backfilling. 1. All mains shall be laid and maintained at the required lines and grades with fittings, valves, and appurtenances at the described locations. All pipe shall be laid to the depth as shown on the drawings, or when a depth is not indicated, with a minimum cover of thirty (30) inches and a maximum of (60) inches below finished grade. Grade lines shall be set by the Contractor. Realignments must be approved by the Engineer. The Contractor shall have suitable survey equipment on the site at all times. Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-6 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 79 2. After placement in the trench the spigot end of the pipe shall be centered in the bell and the pipe shall be driven home and then brought to the proper line and grade by tamping approved backfill material under it, except for the bell. Joint de- flection shall not exceed manufacturer's limit. 3. The Work shall at all times progress with caution so as to prevent damage to un- derground obstructions both known and unknown. Should an obstruction not shown on the drawings be encountered, the Engineer shall be immediately noti- fied, and he shall be responsible for alteration to the design should realignment be necessary. Notify the Engineer far enough in advance to allow the realignment to be accomplished by deflection in the pipe joints. B. Pipe and Fittings: 1. Handle and assemble pipe according to manufacturer instructions. 2. Install pipe and fittings in strict conformance with AWWA C600 and AWWA C605. 3. Install plastic pipe in conformance with ASTM D2774 and recommended practices of the UN1-BELL Plastic Pipe Association. 4. Joint Deflection: Maximum joint deflection shall meet requirements of AWWA C600, AWWA C605, or AWWA Manual of Practice M23. 5. Prevent foreign material from entering pipe during placement. Seal pipe openings with watertight plugs during Work stoppages using plugs designed for that pur- pose. If trench contains standing water in joining zone, plug shall remain in place until the trench has been pumped dry before proceeding pipe laying. 6. Allow for expansion and contraction without stressing pipe or joints. 7. Install access fittings to permit disinfection of water system performed under Sec- tion 33 14 20 — Disinfection of Water Distribution Mains. a. Blowoffs shall be installed for pipe flushing, disinfection, and test sampling. b. Blowoffs shall be located as follows: 1 ) Dead ends. 2) Stub -outs greater than one pipe section in length for future interconnect- ing mains. 3) Valves closed against disinfection, flushing, and sampling. c. Blowoff should be installed as follows: 1 ) Opening pointing downward. 2) Minimum 24-inches clearance between opening and ground for proper sampling. 8. Cover: Measure depth of cover from final surface grade to top of pipe barrel and record. 9. Jointing: a. Fused HDPE: 1 y HDPE Pipe shall be joined by the butt -fusion process in accordance with pipe manufacturer's directions. 2) Contractor shall provide butt -fusion technicians who are trained and cer- tified by the HDPE pipe manufacturer to complete the project. The date of technician certification shall not exceed 12 months before commencing construction. 3) Butt -fusion means the butt -joining of the pipe by softening the aligned faces of the pipe ends in a suitable apparatus and pressing them together under controlled pressure. Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-7 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 80 4) The internal and external beads resulting from the butt -fusion process shall he visible and examined for penetration 360 degrees around the pipe diameter. 5) DI/HDPE Mechanical Joint Adaptors shall be ductile iron mechanical joint fittings per CFPUA Material Specification Manual and shall be joined to the HDPE pipe by a heat -fused joint on one end, and connected to a duc- tile iron pipe valve, or fitting with a mechanical joint on the other end. 6) Solvent epoxy cementing, electro-fusion couplings, and mechanical join- ing with bolt on wrap around clamps or mechanical joints without an adapter shall not be used for connections. b. Push -On Joints: 1) The inside of the bell and the outside of the spigot end shall be thoroughly cleaned to remove dirt, grit, oil or excess coatings and other foreign mat- ter. For ductile iron pipe, the gasket shall be flexed inward and inserted in the gasket recess of the bell socket. 2) A thin film of gasket lubricant shall be applied to either the inside surface of the gasket or the spigot ends, care will be taken to avoid contact with the ground. 3) The joint shall be completed by forcing the plain end to the bottom of the socket with a forked tool or jacking device or other approved method. All pipe shall have depth mark prior to insertion. Pipe cut in the field shall be filed to resemble the spigot end of manufactured pipe. 4) When deflection is required, the joint shall be completed prior to setting the deflection. The deflection shall conform to applicable AWWA Stand- ards or manufacturer's recommendation. c. Mechanical Joints: 1) The inside of the socket, the outside of the spigot end and the gland shall be thoroughly cleaned and or washed with an approved solution to re- move dirt, grit, oil or excess coatings and foreign matter to improve gasket seating. 2) The gland shall then be placed on the plain end of the pipe with the lip extension toward the plain end, followed by the gasket with the narrow edge of the gasket toward the plain end of the pipe. 3) The pipe shall be inserted into the socket and the gasket pressed firmly and evenly into the gasket recess. The joint shall be kept straight during the assembly and any deflection required shall be done after the joint has been assembled but prior to tightening the bolts. C. Valves: 1. Valves shall be set and joined to the pipe and each type of joint as specified for pipe. 2. Cast iron valve boxes shall be firmly supported, maintained centered and plumb over the operating nut of the valve. Outside of paved areas, valve boxes shall be set in a 2' diameter x 6" thick concrete collar. The box cover shall be flush with the surface of the finished pavement. All water main valve box lids shall have the word "WATER" cast in the lid. 3. All reasonable effort must be made to locate valves/valve boxes, back of curb, in grass areas and at street corners, whenever possible. 4. Valve boxes in areas that will require sod at a later date must be left one to two inches above existing grade (to allow for sod thickness). Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-8 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 81 5. All valves must be centered over the operating nut and all valves, after being fully opened, will be backed off one -quarter turn to prevent them from being jammed open. This procedure should take place only after the main has passed pressure testing and has been certified by the Engineer. 6. Should the operating nut be more than three feet below the final grade, an exten- sion shall be supplied and installed by the Contractor. The extension shall bring the nut to within twelve (12) inches of final grade. D. Installing Valves on Existing Mains 1. When installing valves in existing mains (cutting -in), the Contractor shall insure that the pipe is kept clean at all times and no debris, ground water, mud, oil, etc., will make their way into the pipe. E. Installation of Tapping Sleeves and Valves 1. Install the tapping sleeve and valve and pressure test prior to making the tap. 2. If leaks are present, the Contractor shall repair them to the satisfaction of the En- gineer or Resident Project Representative. 3. Complete the tapping operation and close tapping valve. 4. Tapping valve shall not be opened until new main has been tested and certified for operation. F. Hydrants 1. Each hydrant shall be connected to the main with a 6-inch branch line. 2. Hydrants shall be set with the pumper nozzle facing the roadway and with the center of the lowest outlet not less than 18 inches above the finished surrounding grade and the operating nut not more than 48 inches above the finished surround- ing grade. 3. Set fire hydrants with safety flange not more than 6 inches and not less than 2 inches above grade. 4. The hydrant shall be set in a bed of # 57 stone which shall surround the barrel at least twelve (12) inches in all directions. 5. Hydrants and tees (runs and branches) shall be restrained using field -applied re- straint system per CFPUA MSM. 6. Provide support blocking and drainage gravel while installing fire hydrants, do not block drain hole. 7. After main -line pressure testing, flush fire hydrants and check for proper drainage. G. Thrust Restraints: As specified in Section 33 45 09.33 - Thrust Restraint for Utility Pip- ing. 1. New main construction shall be restrained by means of field or factory applied sys- tems as shown on the Engineer drawings. 2. Thrust blocks in new mains is prohibited except when directed by the Engineer. 3. Where a fitting or device is to be inserted into an existing main, thrust blacking shall be installed as directed by the Engineer or CFPUA. H. Polyethylene (PE) encasement when indicated for ductile iron pipe and fittings: 1. Encase piping in PE as indicated on Drawings to prevent contact with surrounding soil material or insulation from adjacent cathodic protection system. 2. Comply with AWWA C165. 3. Where pipe exits ground, terminate encasement 3 to 6 inches above surface. Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-9 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 82 Pipe Locator Wire: Install per Section 33 01 12 - Identification for Utilities Piping. Service Connections: As specified in Section 33 14 14 - Public Water Service Connec- tions. K. Disinfection of Potable Water Piping Systems: As specified in Section 33 14 20 - Dis- infection of Water Distribution Mains. L. Pipe Markers: According to CFPUA Details and Material Specification Manual. 3_4 FIELD QUALITY CONTROL A. Section 01 70 00 - Execution and Closeout Requirements. B. Section 33 05 05.31 - Hydrostatic Testing. 1. Pressure test piping system according to AWWA C600 and AWWA C605. C. Section 33 14 20 - Disinfection of Water Pipelines, Facilities, and Appurtenances. D. Pigging — Flushing and Cleaning Alternative for Large Mains 1. For mains where flowrates cannot be achieved to create minimum cleaning veloc- ities of 2 feet per second or greater, cleaning of the new piping system by pigging methods shall be established for the project by the Engineer. Pigging includes the following measures: a. Pig launching and retrieval equipment to minimize additional valves, fittings, and auxiliary water supplies. b. Valves and blowoff assemblies, which are installed as part of the project, shall be used as much as possible to minimize the number of temporary ports re- quired for pigging. c. Pig materials used shall be specifically manufactured for flushing and cleaning pressure pipes, bends, and valves. The pigs shall be able to go through bends, open valves, and fittings, and provide adequate cleaning of the pipe. d. Pigging shall be accomplished by the controlled and pressurized passage of a series of hydraulic or pneumatic polyurethane plugs of varying dimensions, coatings, and densities. e. Pigs shall be selected by the Contractor and approved by the Engineer. f. The Contractor shall provide means to enter the pig into the system, control and regulate flow, monitor flows and pressures, and to remove the pig from the system. g. The Contractor shall maintain constant surveillance of the pig while active in the pipe system and immediately report problems encountered or any mal- functions discovered in the piping system. END OF SECTION Date 111l22 Water Distribution Piping, Valves, Hydrants, and Appurtenances Cape Fear Public 33 14 13-10 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 83 SECTION 33 14 20 DISINFECTION OF WATER PIPELINES, FACILITIES AND APPURTENANCES PART1 GENERAL 1_1 SUMMARY A. Section Includes: 1. Essential procedures for disinfecting new and repaired water mains. All new wa- ter mains, services, and appurtenances shall be disinfected before they are placed in service. All water mains taken out of service for inspection, repair, or other activities shall be disinfected before they are returned to service. 2. Testing and reporting of results. B. Each unit of constructed water main, services, and appurtenances shall be disinfect- ed with chlorine upon successful completion of the hydrostatic test. The disinfection procedure shall be performed in strict conformance with Cape Fear Public Utility Au- thority (CFPUA) procedures for disinfecting water mains, as outlined in paragraphs 3.2 and 3.3 of this Section. C. Related Requirements: 1. CFPUA Material Specification Manual (MSM). 2. Section 33 14 13 — Water Distribution Piping and Appurtenances. 3. Section 33 14 14 — Public Water Service Connections. 4. Section 33 14 13 — Water Distribution Valves and Fire Hydrants. 1_2 REFERENCE STANDARDS A. American Water Works Association: 1. AWWA B300 — Hypochlorites. 2. AWWA C651 — Disinfecting Water Mains. 3. AWWA M12 — Simplified Procedures for Water Examination. 4. APHA, AWWA, WEF — Standard Methods for the Examination of Water and Wastewater. B. North Carolina Public Water Supply: 1. NCPWS Rules Governing Public Water Systems Section .1000 — Disinfection of Water Supply Systems. 1.3 ADMINISTRATIVE REQUIREMENTS A. Any event requiring a CFPUA representative to be present will require a two -business day notice to schedule the event. B. No valves are to be operated unless a CFPUA representative is present. Any valves operated without a CFPUA representative present, or a directive may be subject to penalties in accordance with CFPUA's Ordinance. Date 111l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-1 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 84 C. The Contractor shall pay particular attention to the scheduling requirements outlined in the procedures. The Contractor shall be responsible for furnishing and installing all required chlorine injection and monitoring ports at no additional cost to CFPUA. D. The mains will in no case be accepted by CFPUA for public use until the CFPUA En- gineer approves the mains as having been properly disinfected. 1.4 SUBMITTALS A. Section 01 33 00 — Submittal Procedures. B. Submittals: 1. Product Data: Submit manufacturer information for proposed chemicals and treatment doses. 2. Manufacturer's Certificate: Certify that products meet or exceed specified re- quirements. 3. Disinfection Procedure: Submit description of procedure, including type of disin- fectant and calculations indicating quantities of disinfectants required to produce specified chlorine concentration. 4. Certify that final water complies with disinfectant quality standards of CFPUA. 5. Test and Evaluation Reports: Indicate testing results comparative to specified re- quirements. All lab reports shall be from certified lab and submitted to CFPUA representative. 6. Field Quality -Control Submittals: Indicate results of Contractor -furnished tests and inspections. 1_5 CLOSEOUT SUBMITTALS A. Section 01 70 00 — Execution and Closeout Requirements. B. Disinfection Report: 1. Type and farm of disinfectant used. 2. Date and time of disinfectant injection start and completion. 3. Test locations. 4. Name of person collecting samples. 5. Initial and 24-hour disinfectant residuals in treated water in ppm for each outlet tested. 6. Date and time of flushing start and completion. 7. Disinfectant residual after flushing in ppm for each outlet tested. 1.6 QUALITY ASSURANCE A. Perform Work according to AWWA C651. B. QUALIFICATIONS 1. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum three years' documented experience. 2. Applicator: Company specializing in performing Work of this Section with mini- mum three years' documented experience. Date 111l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-2 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 85 PART 2 PRODUCTS 2_1 DISINFECTION CHEMICALS A. Chemicals: 1. Calcium hypochlorite: Comply with AWWA B300. 2. Sodium hypochlorite: Comply with AWWA B300. 2_2 CHLORINE RESIDUAL TEST KITS 1. Test kits shall use methodology conforming with Standard Methods for the Exam- ination of Water and Wastewater or AWWA Manual M12. 2. Manufacturers: a. Hach Company. b. LaMotte. c. Fisher Scientific. d. Hellige. e. Or equal. PART 3 EXECUTION 3_1 PREVENTIVE AND CORRECTIVE MEASURES DURING CONSTRUCTION Heavy particulates generally contain bacteria and prevent even very high chlorine concen- trations from contacting and killing such organisms. It is, therefore, essential that the pro- cedures of this section be observed to assure that a water main and its appurtenances are thoroughly clean for the final disinfection by chlorination. Also, any connection of a new water main to the active distribution system prior to receipt of satisfactory samples may constitute a cross -connection. Therefore. the new main must be isolated until all bacterio- logical and other tests are satisfactorily completed. A. KEEPING PIPE CLEAN AND DRY: Precautions shall be taken to protect the interiors of pipes, fittings, and valves against contamination. Pipe delivered for construction shall be strung so as to minimize the entrance of foreign material. All openings in the pipeline shall be closed with watertight plugs when work is stopped at the end of the day or for other reasons. B. JOINTS: Joints of all pipes in the trench shall be completed before work is stopped. If water accumulates in the trench, the plugs shall remain in place until the trench is dry. C. PACKING MATERIAL: All packing material shall consist of molded or tubular rubber rings, or other approved material. Lead or asbestos material in any form shall not be permitted. D. SEALING MATERIALS: No contaminated material or any material capable of support- ing prolific growth of microorganisms shall be used for sealing or lubricating joints. Sealing and lubricating material or gaskets shall be handled in a manner that avoids Date 1/1l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-3 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 86 contamination. The lubricant used in the installation of sealing gaskets shall be suita- ble for use in potable water. It shall be delivered to the job in closed containers and shall be kept clean. Soil conditions could warrant the upgrade of gasket material to a volatile resistant material. E, CLEANING OF PIPE AND APPURTENANCES: If dirt enters the pipe, it shall be re- moved, and the interior pipe surface cleaned. If, in the opinion of the CFPUA repre- sentative, the dirt remaining in the pipe will not be removed by the flushing operation, then the interior shall be cleaned by mechanical means such as a hydraulically pro- pelled foam pig or another suitable device. The cleaning method used shall not force mud or debris into the interior pipe joint spaces and shall be acceptable to CFPUA. F. FLOODING BY STORM OR ACCIDENT DURING CONSTRUCTION: If the main is flooded during construction, it shall be cleared of the floodwater by draining and flush- ing with potable water until the main is clean. The section of pipeline shall be flushed until water from the pipe runs clear. 3_2 EXAMINATION A. Section 01 70 00 — Execution and Closeout Requirements. B. Chlorination Planning: 1. Before calling the CFPUA office for a time to be set up for disinfection, all of the following shall be installed or supplied by the Contractor at no cost to CFPUA. This list shall be checked and/or assembled before the CFPUA Engineering per- sonnel arrive. a. A valve may be required to be installed in the line to be disinfected near the CFPUA water main connection. b. A blowoff of a brass or approved material faucet may be required to be in- stalled at the dead end of the line, at all closed valves, and every 1,200 feet to be disinfected for flushing purposes and bacteria sampling. The opening to this blowoff should point downward, and there should be at least twenty- four inches clearance between the opening and the ground for proper sam- pling. c. Mains connecting other mains with open valves within the system to be dis- infected may cause "short circuits" resulting in improper disinfection. Valves on these connecting mains shall be checked to see if they should be closed to eliminate this problem. Blowoffs should be at both sides of valves closed to prevent "short circuits". d. Successful hydrostatic testing and CFPUA acceptance of said testing of the line is required before disinfection procedures. e. A clean container shall be used to mix and/or dissolve the hypochlorite. f. A clean, new wooden mixer shall be present for mixing and dissolving the hypochlorite. g. A pump for pumping the chlorine solution into the line shall be present. This pump shall be gasoline or electrically powered chemical feed pump designed for feeding chlorine solutions. For small applications, the solutions may be fed with a hand pump, for example, a hydraulic test pump. Feed lines shall be of such material and strength as to withstand safely the maximum pres- Date 1/1/22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-4 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 87 sures that may be created by the pumps. All connections shall be checked for tightness before the hypochlorite solution is applied to the main. h. All temporary blowoffs and injection points shall be properly abandoned and physically disconnected when directed by CFPUA prior to the line being placed into service. C. Verify that access fittings have been installed under Section 33 14 13 — Water Distri- bution Piping and Appurtenances. D. Perform scheduling and disinfecting activity with startup, water pressure testing, ad- justing, and balancing, and demonstration procedures, including coordination with re- lated systems. 3_3 DISINFECTION PROCEDURE FOR NEW WATER MAINS AND FIRELINES A. Provide required equipment to perform Work of this Section. B. Method of Chlorination: 1. Use the continuous feed method for disinfection of all new water mains. This method must give a minimum of 10 mg/L of chlorine residual at the end of the 24- hr period. a. Continuous -Feed Method: The continuous -feed method is the process in which a concentrated solution of chlorine is injected into the water main. Caution shall be observed during the handling and injection of the chlorine solution as chlorine in any form is very toxic and any error could be harmful to the employees and to the public. b. Preliminary Flushing: Before chlorine solutions are injected, the main shall be filled with potable water to eliminate air pockets and shall be flushed to remove particulates. The flushing velocity in the main shall not be less than 3.0 ftlsec (preferably 3.5 ftlsec) unless the CFPUA representative deter- mines that conditions do not permit the required flow or that the flow will cause undue problems when discharged to waste. An acceptable flushing velocity shall then be determined and used. c. Procedure for Chlorinating the Main: 1 y Water supplied from the existing distribution system or other Approved public water supply shall be made to flow at a constant, measured rate into the newly installed water main. In the absence of a meter, the rate may be approximated by Approved method. 2) At a point, not more than 10 ft downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine fed at a constant rate such that the water will have not less than 50 mg/L and not greater than 100 mg/L free chlorine residual. To ensure that this concentration is provided, measure the chlorine concentration at regular intervals of distance and time in accordance with the proce- dures described in the current edition of Standard Methods for the Ex- amination of Water and Wastewater or AWWA Manual M12, or by using Approved chlorine test kits. 3) During the application of the chlorine, valves shall be adjusted by or un- der the supervision of the CFPUA representative to prevent the chlorine solution from entering the existing water system. The chlorine injection Date 111l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-5 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 88 shall not cease until the entire water main is filled with a chlorine con- centration of not less than 50 mg/L. All appurtenances and valves shall be operated to ensure that the chlorine solution has contact with them. The chlorinated water shall be allowed to remain for a period of not less than 24-hours. 4] At the end of the 24-hour period, the chlorine residual shall be meas- ured and shall not be less than 10 mg/L in any samples collected along the water main and at the end of said water main. C. Final Flushing: 1. Clearing the Main of Highly Chlorinated Water: Highly chlorinated water shall not remain in prolonged contact with pipe. At the end of the 24-hour contact period, the water shall be removed in order to prevent damage to the pipe lining or cor- rosion damage to the pipe itself. The highly chlorinated water shall be flushed from the main until chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the distribu- tion system. 2. Disposing of Highly Chlorinated Water: A neutralizing chemical shall be applied to the chlorinated water to be discharged to neutralize thoroughly the chlorine re- sidual. Chlorine residual of water being disposed shall be neutralized by treating with one of the chemicals listed below: a. Ascorbic Acid b. Sodium Ascorbate c. Sulfur Dioxide d. Sodium Bisulfate e. Sodium Sulfite f. Sodium Thiosulfate D. Bacteriological and Other Tests: 1. Standard Conditions: After final flushing and before the new main is opened to the distribution system, two consecutive sets of acceptable samples, taken at least 24-hours apart, shall be collected from the new main. Samples shall be col- lected from every 1,200-ft of new water main, from the end of the water line, and from each branch. All samples shall be tested in accordance with Standard Methods for the Examination of Water and Wastewater. All samples shall show the absence of coliform organisms, and a free chlorine residual equal to the level present in the existing system and shall have no visible color or particulate mat- ter. Must be submitted in the form of an official report by a certified lab. 2. Special Conditions: If in the opinion of CFPUA, excess contamination has been allowed to enter the water main during construction or other events, bacteriologi- cal samples shall be taken at intervals of approximately 400 to 500 ft and shall be identified by location. Samples shall be taken of water that has stood in the new main for at least 16 hours after final flushing has been completed. 3. Sampling Procedures: Sample collection shall be in accordance with Standard Methods for the Examination of Wafer and Wastewater. A copper or PVC as- sembly or a combination blowoff and sampling tap may be used for mains up to 8-inches diameter. Fire hydrants may not be used for sampling purposes. After samples have been collected, analyzed, and accepted, the sampling assemblies may be removed and retained for future use. All bacteriological analysis must be completed by a N.C. certified Drinking Water laboratory. The utility contractor Date 111l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-6 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 89 shall be responsible for all costs associated with the sampling and analysis of all samples required for acceptance. All Lab Reports shall be delivered to the CFPUA Representative before any activation can proceed. E. Replace permanent system devices that were removed for disinfection. 3_4 DISINFECTION PROCEDURE FOR REPAIRED WATER MAINS A. The following procedures apply primarily when mains are wholly or partially de - watered. After the appropriate repair procedures have been completed, the existing main may be returned to service prior to completion of the bacteriological testing to minimize the time customers are out of water. Leaks or breaks that are repaired with clamping devices while the mains remain full of water under pressure present little danger of contamination and require no disinfection. B. The following procedure is considered as a minimum that may be used. 1. Swabbing with Hypochlorite Solution: The interior of all pipe and fittings used in making repair (particularly couplings and tapping sleeves) shall be swabbed with a five (5) percent hypochlorite solution (300 mgll concentration) before they are installed. 2. Flushing: Thorough flushing is the most practical means of removing contamina- tion introduced during repairs. If valve and hydrant locations permit, flushing to- ward the work location from both directions independently is recommended. Flushing shall be started as soon as the repairs are completed and shall be con- tinued until discolored water and particulate matter are eliminated. 3. Slug Chlorination: When practical, in addition to the procedures above, the sec- tion of main in which the break is located shall be Isolated, all service connec- tions shut off, and the section flushed and chlorinated with a high concentration of chlorine (as much as 300 mg/L), and the concentration allowed to stay in con- tact with the main for a minimum of 15 minutes. After chlorination, flushing shall be resumed and continued until discolored water is eliminated and the water is free of noticeable high chlorine odor. A chlorine residual of no greater than 3.0 mg/L shall be acceptable. 4. Sampling: Bacteriological samples shall be taken after repairs are completed to provide a record for determining the procedure's effectiveness. If the direction of flow is known, sample locations shall be determined. If the direction of flow is un- known, then samples shall be taken on each side of the main break. If bacterio- logical samples are unacceptable, the CFPUA representative shall determine corrective action. Daily sampling shall be continued until two successive daily samples are acceptable. 3_5 REPEAT DISINFECTION OF WATER MAIN A. If the initial disinfection fails to produce satisfactory results as per specifications, the new main shall be reftushed, rechlorinated and resampled; CFPUA may also require further cleaning methods (i.e., pigging the line) if the disinfection fails twice. If check samples also fail to produce acceptable results, the new main shall be reflushed and rechlorinated by the continuous -feed method of chlorination until satisfactory results are obtained. Date 111l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-7 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 90 B. High velocities in the existing system, resulting from flushing the new main may dis- turb sediment that has accumulated in the existing mains. When check samples are taken, it is advisable to also sample water entering the new main. 3_6 CONNECTION TO EXISTING SYSTEM A. The NCPWS certifications, final acceptance, opening of valves and activation of the existing water system will only be allowed after satisfactory samples and chlorine lev- els have been produced. All sampling devices and blowoffs must be removed from the water main by the contractor prior to acceptance by CFPUA. The CFPUA Opera- tions Department will activate the system when their procedures are completed. 3.77 FIELD QUALITY CONTROL A. Section 01 70 00 — Execution and Closeout Requirements. END OF SECTION Date 111l22 Disinfection of Water Distribution Mains Cape Fear Public 33 14 20-8 Utility Authority Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 91 Signature Page f►60MZrsV[.1►►:1 41/I01INICA f,.4C L, DfM County Manager ATTEST-- jJ6 4-g. 04444 Clerk to the Board This instrument has been pre - audited in the manner required by the Local Government Budget and Fiscal Control Act. Approved as to form: County Finance Officer County Attorney Board of Commissioners - October 2, 2023 ITEM: 2 - 3 - 92 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Consent DEPARTMENT: Tax PRESENTER(S): Allison Snell, Tax Administrator CONTACT(S): Trina Baxley, Collections Supervisor SU BJ ECT: Approval of August 2023 Tax Collection Reports BRIEF SUMMARY: NCGS 105-350 requires the Tax Collector to submit a report showing the amount of taxes collected. The report for August 2023 in comparison to August 2022 is as follows: New Hanover County August 2023 August 2022 Real Property 11.44% 7.87% Personal Property 23.27% 13.19% Motor Vehicle 100.00% 100.00% Overall Collection Rate 13.09% 9.32% Total Collected YTD $26,284,022.03 $18,440,090.27 New Hanover County Debt Service August 2023 August 2022 Real Property 11.41% 7.85% Personal Property 23.04% 13.04% Motor Vehicle 100.00% 100.00% Overall Collection Rate 13.35% 9.61% Total Collected YTD $1,516,018.40 $1,451,936.83 Grand Total Collected YTD $27,800,040.43 $19,892,027.10 New Hanover County Fire District August 2023 August 2022 Real Property 11.82% 7.85% Personal Property 22.63% 13.16% Motor Vehicle 100.00% 100.00% Overall Collection Rate 13.82% 9.60% Total Collected YTD $1,798,782.34 $1,244,627.40 STRATEGIC PLAN ALIGNMENT: Good Governance o Strong Financial Performance ■ Proactively manage the county budget Board of Commissioners - October 2, 2023 ITEM: 3 RECOMMENDED MOTION AND REQUESTED ACTIONS: Approve the reports. ATTACHMENTS: New Hano\,er County Monthly Collection Report for August 2023 New Hano\,er County Debt Service Monthly Collection Report for August 2023 New Hanover County Fire Dstrict Monthly Collection Report for August 2023 COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend approve reports. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 3 New Hanover County Monthly Collection Report for August 2023 Current Year 2023-2024 Real Estate Personal Property Motor Vehicles Combined Scroll/Billed $ 188,243,360.35 $ 10,040,869.04 $ 2,399,805.17 $ 200,684,034.56 Abatements $ (129,928.38) $ (10,858.15) $ $ (140,786.53) Adjustments $ 54,765.50 $ 3,420.53 $ $ 58,186.03 Total Taxes Charged $ 188,168,197.47 $ 10,033,431.42 $ 2,399,805.17 $ 200,601,434.06 Collections to Date $ 21,563,463.48 $ 2,335,287.31 $ 2,399,805.17 $ 26,298,555.96 *Refunds $ 36,130.68 $ 373.04 $ $ 36,503.72 Write-off $ - $ - $ $ - Outstanding Balance $ 166,640,864.67 $ 7,698,517.15 $ $ 174,339,381.82 Collection Percentage 11.44 23.27 100.00 1 13.09 YTD Interest Collected $ 2,114.10 $ - $ 19,855.69 1 $ 21,969.79 Total 2023-2024 Collections YTD $ 26,284,022.03 Prior Years 2013-2022 Real Estate Personal Property Motor Vehicles Combined Scroll $ 1,518,383.70 $ 4,309,089.93 $ 116,471.59 $ 5,943,945.22 Abatements $ (16,319.04) $ (291,294.40) $ - $ (307,613.44) Adjustments $ - $ - $ - $ Total Levy $ 1,502,064.66 $ 4,017,795.53 $ 116,471.59 $ 5,636,331.78 Collections to Date $ 108,346.56 $ 46,818.56 $ 95.68 $ 155,260.80 *Refunds $ 82,996.53 $ 8,335.04 $ - $ 91,331.57 Write-off $ - $ - $ - $ - Outstanding Balance $ 1,476,714.63 $ 3,979,312.01 $ 116,375.91 $ 5,572,402.55 YTD Interest Collected $ 12,513.54 $ 8,339.63 $ 157.17 $ 21,010.34 Total Prior Year Collections YTD 84,939.57 Grand Total All Collections YTD $ 26,368,961.60 *Detailed information for Refunds can be found in the Tax Office NEW HANOVER COUNTY Chair Clerk to the Board Date Board of Commissioners - October 2, 2023 ITEM: 3 - 1 - 1 New Hanover County Debt Service Monthly Collection Report for August 2023 Current Year 2023-2024 Real Estate Personal Property Motor Vehicles Combined Scroll/Billed $ 10,604,909.51 $ 571,736.87 $ 172,757.45 $ 11,349,403.83 Abatements $ (7,319.88) $ (611.71) $ - $ (7,931.59) Adjustments $ 3,085.38 $ 192.70 $ - $ 3,278.08 Total Taxes Charged $ 10,600,675.01 $ 571,317.86 $ 172,757.45 $ 11,344,750.32 Collections to Date $ 1,209,825.41 $ 131,636.94 $ 172,757.45 $ 1,514,219.80 *Refunds $ - $ - $ - Write-off $ - $ - $ - Outstanding Balance $ 9,390,849.60 $ 439,680.92 $ - $ 9,830,530.52 Collection Percentage 11.41 23.04 100.00 13.35 YTD Interest Collected $ 231.84 $ - $ 1,566.76 $ 1,798.60 Total 2023-2024 Collections YTD $ 1,516,018.40 Prior Years 2013-2022 Real Estate Personal Property Motor Vehicles Combined Scroll $ 143,039.18 $ 351,588.21 $ - $ 494,627.39 Abatements $ (1,178.13) $ (37,821.51) $ (38,999.64) Adjustments $ - $ - $ - Total Levy $ 141,861.05 $ 313,766.70 $ - $ 455,627.75 Collections to Date $ 9,442.69 $ (3,029.26) $ - $ 6,413.43 *Refunds $ 4,332.72 $ 307.52 $ - $ 4,640.24 Write-off $ - $ - $ - $ - Outstanding Balance $ 136,751.08 $ 317,103.48 $ - $ 453,854.56 YTD Interest Collected $ 1,031.36 $ 874.57 $ - $ 1,905.93 Total Prior Year Collections YTD 3,679.12 Grand Total All Collections YTD $ 1,519,697.52 * Detailed information for Refunds can be found in the Tax Office NEW HANOVER COUNTY Chair Clerk to the Board Date Board of Commissioners - October 2, 2023 ITEM: 3 - 2 - 1 New Hanover County Fire District Monthly Collection Report for August 2023 Current Year 2023-2024 Real Estate Personal Property Motor Vehicles Combined Scroll/Billed $ 12,023,180.85 $ 786,456.99 $ 198,525.93 $ 13,008,163.77 Abatements $ (2,551.71) $ (547.13) $ (3,098.84) Adjustments $ 610.32 $ 182.34 $ 792.66 Total Taxes Charged $ 12,021,239.46 $ 786,092.20 $ 198,525.93 $ 13,005,857.59 Collections to Date $ 1,420,732.37 $ 177,903.39 $ 198,525.93 $ 1,797,161.69 *Refunds $ - $ - $ Write-off $ - $ - $ Outstanding Balance $ 10,600,507.09 $ 608,188.81 $ - $ 11,208,695.90 Collection Percentage 11.82 22.63 100.00 13.82 YTD Interest Collected $ 70.27 $ - $ 1,550.38 $ 1,620.65 Total 2023-2024 Collections YTD $ 1,798,782.34 Prior Years 2013-2022 Real Estate Personal Property Motor Vehicles Combined Scroll $ 120,022.91 $ 231,475.46 $ 7,288.27 $ 358,786.64 Abatements $ - $ (44,238.59) $ - $ (44,238.59) Adjustments $ - $ - $ - Total Levy $ 120,022.91 $ 187,236.87 $ 7,288.27 $ 314,548.05 Collections to Date $ 9,566.74 $ 46.08 $ - $ 9,612.82 *Refunds $ 428.88 $ 163.22 $ - $ 592.10 Write-off $ - $ - $ - $ - Outstanding Balance $ 110,885.05 $ 187,354.01 $ 7,288.27 $ 305,527.33 YTD Interest Collected $ 951.48 $ 473.84 $ - $ 1,425.32 Total Prior Year Collections YTD 11,038.14 Grand Total All Collections YTD $ 1,809,820.48 * Detailed information for Refunds can be found in the Tax Office NEW HANOVER COUNTY Chair Clerk to the Board Date Board of Commissioners - October 2, 2023 ITEM: 3 - 3 - 1 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Consent DEPARTMENT: Budget PRESENTER(S): Eric Credle, Chief Financial Officer CONTACT(S): Eric Credle and Michelle Daniels, Budget Officer SU BJ ECT: Adoption of Budget Amendments BRIEF SUMMARY: The following budget amendment amends the annual budget ordinance for the fiscal year ending June 30, 2024: 24-019 Finance - budgets interest earnings from the American Rescue Plan (ARP) funds to be used as additional funding for the Starway Village project. Please see staff summary attachment from Tim Buckland, Intergovernmental Affairs Manager, dated September 18th. STRATEGIC PLAN ALIGNMENT: • Good Governance o Strong Financial Performance ■ Proactively manage the county budget RECOMMENDED MOTION AND REQUESTED ACTIONS: Adopt the ordinance for the budget amendment listed. ATTACHMENTS: CBA 24-019 Starway Staff Summary COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend adoption. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 4 AGENDA: October 2, 2023 NEW HANOVER COUNTY BOARD OF COMMISSIONERS AN ORDINANCE AMENDING THE FISCAL YEAR 2024 BUDGET BE IT ORDAINED by the Board of County Commissioners of New Hanover County, North Carolina, that the following Budget Amendment(s) be made to the annual budget ordinance for the fiscal year ending June 30, 2024. Section 1: Details of Budget Amendment Strategic Focus Area: Good Governance Strategic Objective(s): Align services and programs with strategic priorities. Fund: American Rescue Plan (ARP) Department: Finance Expenditure. Decrease Increase 11 Total BA 24-019 Starway Village $ '-500,00011$ 500,000 Total $ - $ 500,000 1 $ 500,000 Revenue: Decrease Increase 11 Total BA 24-019 ARP Interest on Investments $ 500,000 11 $ 500,000 Total $ - $ 500,000I $ 500,000 Prior to Actions Total if Actions Taken Toda ARP Budget $ 47,174,477 $ 47,674,477 Section 2: Explanation BA 24-019 budgets interest earned on American Rescue Plan (ARP) funds to address funding gaps in the contruction of Starway Village resulting from recent interest rate increases. This project, which will provide affordable housing in the community, has already been approved by the Board of Commissioners. This amendment provides additional funding to that effort. Other gap funding for this project is expected to be provided by the City of Wilmington and by the removal of development fees. The U.S. Treasury has given direction that interest earned on ARP funds is not restricted to use on ARP - eligible programs and may be used for any allowable governmental purpose. Section 3: Documentation of Adoption This ordinance shall be effective upon its adoption. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of New Hanover County, North Carolina, that the Ordinance for Budget Amendment(s) 24-019 amending the annual budget ordinance for the fiscal year ending June 30, 2024, is adopted. Adopted, this 2nd day of October, 2023 (SEAL) William E. Rivenbark, Chairman ATTEST: Kymberleigh G. Crowell, Clerk to the Board Board of Commissioners - October 2, 2023 ITEM: 4 - 1 - 1 From: Buckland, Tim Sent: Monday, September 18, 2023 1:40 PM To: County Commissioners Cc: Executive Leadership Team Subject: Starway Village request Attachments: Starway Village_NHC Gap Funding Request_9142023.pdf Good afternoon, Commissioners. The developers of Starway Village are facing an additional gap in financing brought about primarily by rising lending interest rates. The Board has already committed about $1.9 million to the project, which will provide 278 units of affordable housing, from the county's allocation of American Rescue Plan funds. The developer is now requesting an additional $500,000 from the county and $750,000 from the city of Wilmington to close this gap. Our Finance Department has reported that the county has received approximately $500,000 in interest earnings from the American Rescue Plan funds. Staff is recommending utilizing these interest earnings to support the request and will have an agenda item for you to consider at your Oct. 2 meeting. For your convenience, Starway Village's formal request is attached. If you have any questions, Eric Credle and I would be happy to answer them. Thank you, Tim Tim Buckland Intergovernmental Affairs Manager New Hanover County - County Manager's Office (910) 798-7177 p 1 (910) 798-7842 f tbuckland@nhcgov.com 230 Government Center Drive, Suite 195 Wilmington, NC 28403 www.NHCgov.com Board of Commissioners - October 2, 2023 ITEM: 4 - 2 - 1 Chris Coudriet County Manager New Hanover County 230 Government Center Drive Wilmington, NC 28403 September 14, 2023 Dear Mr. Coudriet, Historic interest rate increases since May have had a meaningful and negative impact on our Starway Village project. Our permanent loan and construction interest rates have increased by —100 basis points over the last 3 months; the combined impact creates a $4,000,000 funding gap for the project ($3.5M in lower permanent loan proceeds and $500K in extra construction loan interest). We are committed to building Starway Village regardless of how difficult the development environment has become. To solve this financing obstacle and break ground on the full 278-unit !00% affordable development later this year, we are asking for New Hanover County's further support for an extra $500,000 to partially fill our funding gap. We will bridge the remainder by forgoing development fees and petitioning the City of Wilmington for $750,000 of additional gap funding. This unfortunately isn't a New Hanover County specific issue- affordable developments statewide are now requiring incremental local support to continue proceeding. Last week Wake County and the Town of Garner committed another $1.5M (beyond an initial $5.46M loan) to save our 176-unit project in Garner. Interest rates are now at 20-year highs and are stifling development- particularly for affordable housing projects like ours where rents are capped. Please see the attached 'Starway Village Financing Overview' for further context regarding the challenging environment this project and other affordable developments like it have needed to overcome over the last few years. We are particularly appreciative of the New Hanover County Commissioner's continued support of this project and other affordable housing initiatives countywide. Without this type of public private partnership, Starway Village wouldn't be possible. We look forward to a groundbreaking later this year and delivering these 278 units of affordable housing to the Community in early 2025. Thank you for your consideration. Best, Brad Queener and Ted Heilbron Starway Village I, LLC 509 N. Main St. Aynor, SC 29511 Board of Commissioners - October 2, 2023 ITEM: 4 - 2 - 2 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Consent DEPARTMENT: Finance PRESENTER(S): Eric Credle, Chief Financial Officer CONTACT(S): Eric Credle SU BJ ECT: Adoption of Capital Project Ordinance - Project Grace BRIEF SUMMARY: On May 15, 2023, the Board of Commissioners held a public hearing and approved a development agreement with Cape Fear Development Partners, LLC (CFD) for the redevelopment of the Wilmington City Block bordered by Grace Street, 3rd Street, Chestnut Street, and 2nd Street with a guaranteed maximum price (GMP) for construction of $60,524,860. The project, referred to as Project Grace, includes the construction of a new, 95,000 square foot modern, purpose-built county museum and library facility by the developer on the northern portion of the block and improvements to the existing parking deck on the same block. The developer will then purchase the southern portion of the site for private mixed -use development, with the purchase price based upon an appraisal process. Following a competitive bid process, on August 7, 2023, the Board of Commissioners approved an amendment to the development agreement that decreased the GMP to $55,942,679 and authorized the county staff to negotiate on behalf of the county a contract for a principal amount not to exceed $57,000,000 for the financing of this project. Additionally, the Board of Commissioners authorized a public hearing on the debt issuance be held on August 21, 2023 and directed that county staff file an application with the Local Government Commission (LGC) to approve the debt issuance. Accordingly, county staff filed an application with the LGC on August 8, 2023, and as planned, a public hearing on the debt issuance was held on August 21, 2023.The LGC has informed the county that the debt application will be voted on at the LGC's meeting to be held on October 3, 2023. If approved at that meeting, the county anticipates issuing the debt shortly thereafter. Accordingly, county staff proposes a capital project ordinance be adopted to budget the project costs, with such project ordinance contingent on the LGC's approval of the debt issuance application and the subsequent issuance of the debt. STRATEGIC PLAN ALIGNMENT: • Good Governance o Effective County Management ■ Deliver quality service at the right time RECOMMENDED MOTION AND REQUESTED ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 5 Adopt the Capital Project Ordinance included as an exhibit. ATTACHMENTS: Project Ordinance - Project Grace COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend adoption. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 5 CAPITAL PROJECT ORDINANCE NEW HANOVER COUNTY REDEVELOPMENT OF THE WILMINGTON CITY BLOCK BORDERED BY GRACE STREET, 3RD STREET, CHESTNUT STREET, AND 2ND STREET BE IT ORDAINED, by the Board of Commissioners of New Hanover County: 1. Subject to the Local Government Commission's approval of the financing, New Hanover County (County) plans to construct a new, 95,000 square foot modern, purpose-built county museum and library facility by the developer on the northern portion of the block and to improve the existing parking deck on the same block. 2. County desires to authorize and budget for said project in a project ordinance adopted pursuant to North Carolina General Statute Section 159-13.2, such ordinance to authorize all appropriations necessary for the completion of said project. 3. The County desires to expend its own funds for the purpose of paying certain costs of the project, for which expenditures the County reasonably expects to reimburse itself from the proceeds of debt to be incurred by the County. 4. This declaration of official intent is made pursuant to Section 1.150-2 of the Treasury Regulations to expressly declare the official intent of the County to reimburse itself from the proceeds of debt to be hereinafter incurred by the County for certain expenditures paid by the County on or after the date which is sixty (60) days prior to the date hereof. NOW, THEREFORE, WITNESSETH THAT: 1. Subject to the Local Government Commission's approval of the financing, this project ordinance is adopted pursuant to North Carolina General Statute Section 159-13.2. 2. The project undertaken pursuant to this ordinance is the redevelopment of the Wilmington City Block bordered by Grace Street, 3rd Street, Chestnut Street, and 2°d Street, to include the construction of a county museum and library facility and improvements to the existing parking deck on the same block, which project is herewith authorized. 3. The revenue that will initially finance said project is: Installment Loan Proceeds $ 57,000,000 Total S 57,000. 000 4. The following initial appropriation necessary for the project is herewith made from the revenue listed above: Capital Project Expense $ 57,000,000 Total S 57,000. 000 5. This project ordinance shall be entered in the minutes of the Board of Commissioners of New Hanover County. Within five days hereof, copies of this ordinance shall be filed with the finance and budget offices in New Hanover County, and with the Clerk to the Board of Commissioners of New Hanover County. ADOPTED this 2nd day of October 2023. Kymberleigh G. Crowell William E. Rivenbark, Chair Clerk to the Board of Commissioners Board of County Commissioners Board of Commissioners - October 2, 2023 ITEM: 5 - 1 - 1 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Regular DEPARTMENT: Planning PRESENTER(S): Wendell E. Biddle, Development Review Planner CONTACT(S): Wendell E. Biddle; Robert Farrell, Development Review Supervisor; Rebekah Roth, Planning and Land Use Director SU BJ ECT: Public Hearing Rezoning Request (Z23-16) — Request by Aaron Hutchens with Summit Design and Engineering Services, applicant, to rezone approximately 1.34 acres zoned R-15, Residential located at 4580 S College Road to (CZD) CB, Community Business for a vehicle service station, minor and other limited uses. (See page 1 of the attached staff report for a reference map). Note - Public hearing rezoning request (Z23-16) was administratively rescheduled from the September 5, 2023 board meeting to the October 2, 2023 meeting. BRIEF SUMMARY: The applicant is proposing to rezone approximately 1.34 acres from R-15 to (CZD) CB, Conditional Community Business zoning district for a maximum 6,000 square foot vehicle service station and other limited uses. The applicant has provided a condition limiting possible future uses to: Business Service Center; Repair Shop; Offices for Private Business and Professional Activities; Retail Sales, General; and Child Care Center. The applicant's proposed concept plan includes a 6,000 square foot building with 10 bay doors, five on the eastern side of the building and five on the western. The structure is oriented so that the eastern side faces the S. College Road corridor. The concept plan proposes two points of access, one from S. College Road and the other from Jasmine Cove Way. NCDOT has noted a preference to restrict access to the site with Jasmine Cove Way being the only thoroughfare to the site. Eliminating the S. College Road access point would prevent additional driveway cuts into the S. College Road corridor. An opaque buffer has been included in the concept plan with a condition from the applicant assuring this buffer type; which can include either fencing, a berm, or a combination of the two; will be used as a separation between the rear of the property and the adjacent residentially zoned parcel. The property line along Jasmine Cove Way will consist of street yard plantings and a condition has been made ensuring all trees identified on the concept plan are to be retained that do not need to be removed for essential site improvements. The R-15 district in this area was established in 1969. At the time, the purpose of the R-15 district was to ensure housing served by private septic and wells would be developed at low densities. Though public water is available, the site is not connected to public sewer. To accommodate waste disposal, the applicant initially proposed a private septic system as illustrated by the proposed septic field on the applicant's concept plan. However, during staff's technical review a gravity sewer line was noted to be approximately 250 feet west of the site prompting CFPUA to require connection to public sewer. Board of Commissioners - October 2, 2023 ITEM: 6 While the site is zoned R-15, the S. College Road corridor is a heavily traveled roadway. The majority of the surrounding area is zoned R-15. West of the proposed project is a CZD R-5 development and a City of Wilmington single family residential neighborhood. Northeast of the corridor is a PD (Planned Development) zone. The purpose of the CB district is to provide lands that accommodate the development, growth, and continued operation of businesses that serve surrounding neighborhoods with goods and services needed for a variety of daily and long-term purposes. Development in the CB district should be designed in a form and at a scale that is both walkable and accessible to vehicles, and located at intersections and along streets that will allow multiple neighborhoods access to the district's businesses. CB district lands can serve as a buffer between higher density/intensity development and moderate or low density multi -family and single family neighborhoods. The CB district requires additional standards for minor vehicle service stations that include a prohibition on towing operations, no outdoor storage of merchandise, restrictions on automotive sales, time limits for on -site overnight vehicle storage, and other nuisance protections. As currently zoned, the subject site could accommodate a maximum of three dwelling units under the performance residential standards. It is estimated the site would generate approximately 2 AM and 3 PM peak hour trips if developed at the permitted density for performance development in the R-15 district. The proposed CZD CB development includes the use of Vehicle Service Station and other limited uses. The proposed use of Vehicle Service Station generates approximately 35 AM and 52 PM peak hour trips; however, the potential future use of Child Care Center is the highest estimated traffic generator estimated to generate a maximum of 66 AM and 67 PM peak hour trips increasing the estimated number of peak hour trips by approximately 64 AM and 64 PM trips. The proposed project is located along a major arterial highway that is currently nearing planned capacity. Within the area there are currently two higher density residential projects under development. Of the two, the Whiskey Branch Planned Development required a TIA. Though this project's impact was not considered in that TIA, general traffic growth in the area was included with recommended improvements to accommodate future growth. The proposed project's peak hour traffic generation is below the 100 peak hour threshold required a traffic impact analysis; however, NCDOT will review the project through the driveway permitting process, to identify any required improvements to the site. On July 17, 2023, the Board of Commissioners adopted a new strategic plan for Fiscal Years 2024-2028. This plan focuses on three core areas: workforce and economic development, community safety and wellbeing, and sustainable land use and environmental stewardship. The proposed CB rezoning will allow a business that can support the surrounding community to locate in a transitional area along a major roadway corridor and in close proximity to a number of households. The strategic plan aims to prepare for the long-term needs of businesses and to maintain new business growth within 2.5% of the state. The proposed commercial zoning district will enable a new business. Due to the site's size and proximity to the S. College Road corridor the parcel is less likely to be developed residentially. This proposal would provide commercial services closer to the surrounding residential housing, reducing travel time to these services. However, the proposed development would be the only transitional commercial use along this portion of S. College Road. While the immediate portion of the S. College Road corridor has not seen commercial growth, the CB district is designed to provide lands to accommodate development of businesses that serve surrounding neighborhoods with goods and services needed for a variety of daily and long-term purposes. The Comprehensive Plan designates this site as Community Mixed Use, which focuses on small-scale, compact, mixed use development patterns that serve all modes of travel and act as an attractor for county residents and visitors. Types of appropriate uses include office, retail, mixed use, recreational, commercial, institutional, and multi -family and single- family residential. Board of Commissioners - October 2, 2023 ITEM: 6 The proposed CZD CB zoning district's uses are generally CONSISTENT with the types of uses encouraged in the Community Mixed Use place type. The Planning Board considered this application at the August 3, 2023 meeting. Three people associated with the adjacent Shriners Club spoke in support of the project. No one from the public spoke in opposition. The Planning Board voted unanimously (7-0) to recommend approval of the petition with 6 conditions related to buffers, driveway access, tree preservation, utilities, and a limitation on allowed uses. The board found the application to be CONSISTENT with the 2016 Comprehensive Plan because the rezoning provides for the types of uses recommended in the Community Mixed Use place type. The board also found RECOMMENDING APPROVAL of the rezoning request was reasonable and in the public interest because the proposal allows service -oriented uses that could serve as an appropriate transition between the highway and existing residential uses. STRATEGIC PLAN ALIGNMENT: • Intelligent Growth & Economic Development o Encourage development of complete communities in the unincorporated county ■ Citizens have daily needs met by N H C businesses and support them RECOMMENDED MOTION AND REQUESTED ACTIONS: Staff's recommendation is based on the policy guidance of the 2016 Comprehensive Plan, zoning considerations, and technical review. The proposed land use, Minor Vehicle Service Station, is expected to have a minimal impact on the adjacent properties and could serve as an appropriate transition between the established residential and commercial uses located between it and the Monkey Junction growth node. Furthermore, the proposal seeks to add a Type -A Opaque Buffer between it and its adjacent neighbor to the south. While staff would prefer if the site were designed so the bay doors were oriented in such a way that they did not face the S. College Road corridor, this consideration is beyond the scope of the Comprehensive Plan's guidance and county development standards. Following the Planning Board meeting staff received updated information that CFPUA will be requiring connection to the sewer line. Based on this information staff recommends amending condition five as outlined below. As a result, staff concurs with the Planning Board recommendation and suggests the following motion: I move to APPROVE the proposed rezoning. I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the project provides for the types of commercial uses recommended in the Community Mixed Use place type. I also find APPROVAL of the rezoning request is reasonable and in the public interest because the proposal allows a service -oriented use that could serve as an appropriate transition between the highway and existing residential uses. Proposed Conditions: 1. A Type A: Opaque Buffer yard shall be provided along the rear property line of the abutting residential lot located on S. College Road. The buffer will taper from a 20 ft. wide vegetative cover to a span of 10 ft. wide consisting of vegetative cover and a fence buffer. Board of Commissioners - October 2, 2023 ITEM: 6 2. A street yard buffer shall be provided along the property line that borders Jasmine Cove Way consisting of an 18 ft. wide vegetative field that tapers to a 10 ft. wide space, omitting the Jasmine Cove Way access point. 3. Planning staff may accept changes to the driveway access locations as required by NCDOT. 4 . Existing trees identified on the concept plan shall be retained on site that are not required for removal due to essential site improvements. 5. The proposed project must connect to CFPUA's sewer line. 6. Permitted uses shall be limited to Vehicle Service Station, Minor; Business Service Center; Repair Shop; Offices for Private Business and Professional Activities; Retail Sails, General; and Child Care Center. Alternative Motion for Denial (If based on information provided at the public hearing, or other consideration beyond the scope of the staff review, the Board finds denial appropriate.) I move to DE NY the proposed rezoning. While I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the project provides for the type of commercial uses recommended in the Community Mixed Use place type, I find DENIAL of the rezoning request is reasonable and in the public interest because the proposal is not similar in use and intensity to other nearby uses and would not serve as a benefit as it does not provide an appropriate transition between adjacent land uses. ATTACHMENTS: BOC Script Staff Report Z23-16 Zoning Map Z23-16 Future Land Use Map Z23-16 Mailout Map Application Co\,er Sheet Application Materials Concept Plan Corer Sheet Concept Plan Public Comment Corer Sheet Public Comment Staff Presentation COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend approval with proposed staff conditions. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 6 BOARD OF COMMISSIONERS SCRIPT for Zoning Map Amendment Application (Z23-16) Request by Aaron Hutchens with Summit Design and Engineering Services, applicant, to rezone approximately 1.34 acres zoned R-15, Residential located at 4580 S. College Road to (CZD) CB, Community Business for a vehicle service station, minor and other limited uses. 1. This is a public hearing. We will hear a presentation from staff. Then the applicant and any opponents will each be allowed 15 minutes for their presentation and an additional 5 minutes for rebuttal. 2. Conduct Hearing, as follows: a. Staff presentation b. Applicant's presentation and supporter comments (up to 15 minutes) c. Opponent's presentation (up to 15 minutes) d. Applicant's rebuttal (up to 5 minutes) e. Opponent's rebuttal (up to 5 minutes) f. Staff review of any additional conditions 3. Close the public hearing 4. Board discussion 5. Before we proceed with the vote, I would like to invite the applicant to the podium. Based on the Board discussion and items presented during the public hearing, would you like withdraw your petition or proceed with a vote? 6. Vote on the application. The motion should include a statement saying how the change is, or is not, consistent with the land use plan and why approval or denial of the rezoning request is reasonable and in the public interest. Example Motion for Approval I move to APPROVE of the proposed rezoning to a (CZD) CB, Community Business district. I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the project provides for the types of commercial uses recommended in the Community Mixed Use place type. I also find APPROVAL of the rezoning request is reasonable and in the public interest because the proposal allows a service -oriented use that could serve as an appropriate transition between the highway and existing residential uses. Proposed Conditions: 1. A Type A: Opaque Buffer yard shall be provided along the rear property line of the abutting residential lot located on S. College Road. The buffer will taper from a 20 ft. wide vegetative cover to a span of 10 ft. wide consisting of vegetative cover and a fence buffer. 2. A street yard buffer shall be provided along the property line that borders Jasmine Cove Way consisting of an 18 ft. wide vegetative field that tapers to a 10 ft. wide space, omitting the Jasmine Cove Way access point. Board of Commissioners - October 2, 2023 ITEM: 6 - 1 - 1 3. Planning staff may accept changes to the driveway access locations as required by NCDOT. 4. Existing trees identified on the concept plan shall be retained on site that are not required for removal due to essential site improvements. 5. The proposed project must connect to CFPUA's sewer line. 6. Permitted uses shall be limited to Vehicle Service Station, Minor; Business Service Center; Repair Shop; Offices for Private Business and Professional Activities; Retail Sales, General; and Child Care Center. Approval is subject to the applicant signing an agreement acknowledging the applicant's consent to all listed conditions. If the applicant does not provide a signed agreement within seven (7) business days from the date of approval, then the rezoning application approval is null and void. Alternative Motion for DENIAL (if based on information presented at the public hearing or other consideration beyond the scope of staff review, the board finds denial appropriate.) I move to DENY of the proposed rezoning to a CZD CB district. While I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the project provides for the type of uses recommended in the Community Mixed Use place type, I find DENIAL of the rezoning request is reasonable and in the public interest because the proposal is not similar in use and intensity to other nearby uses and would not serve as a benefit as it does not provide an appropriate transition between adjacent land uses. Alternative Motion for Approval/Denial: I move to [Approve/Deny] of the proposed rezoning to a CZD CB district. I find it to be [Consistent/Inconsistent] with the purposes and intent of the Comprehensive Plan because [insert reasons] I also find [Approval/Denial] of the rezoning request is reasonable and in the public interest because [insert reasons] - Board of Commissioners - October 2, 2023 ITEM: 6 - 1 - 2 STAFF REPORT FOR Z23-16 CONDITIONAL REZONING APPLICATION APPLICATION SUMMARY Case Number: Z23-16 Request: Rezoning to a Conditional CB district Applicant: Property Owner(s): Aaron Hutchens with Summit Design and Arab Shrine Club H Corporation Engineering Services Location: Acreage: 4580 S. College Road 1.34 PID(s): Comp Plan Place Type: R071 14-004-001-000 Community Mixed Use Existing Land Use: Proposed Land Use: Undeveloped Vehicle Service Station, Minor Current Zoning: Proposed Zoning: R-15, Residential (CZD) CB r Zoning a Norlh 'inktiollow prVve- a f �f hiCarl Trl� ; yBrah�h �D.r L I + r Zoning v I ❑ R-5 Gate P�Subject Site ! R-10 R-15 �® �av PID CITY o a wedCZD 9ef PId- pr 7 l•J ® Z23-lfi still Me SURROUNDING AREA LAND USE ZONING North Fraternal lodge, Single -Family Residential R-15 East Single Family Residential & S. College Rd. R-15 South Religious Assembly R-15 West Attached Single-family Residential, City of Wilmington R-5; COW MD-10 Z23-16 Staff Report BOC 10.2.23 Page 1 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 1 NU ,( $,. -'717 Aerial North mr , . - Coll e RuP wa f n �.� M Srte ohica� J CITY +1 ► 1 '�l' 01. ZONING HISTORY October 15, 1969 Initially zoned R-15 (Area Masonboro) COMMUNITY SERVICES Water/Sewer Water services are available through CFPUA. CFPUA sewer is within 250 feet. The proposed project must connect to CFPUA's sewer line. Fire Protection New Hanover County Fire Services, New Hanover County Northern Fire District, New Hanover County Myrtle Grove Schools Williams Elementary, Myrtle Grove Middle, and Ashley High Schools Recreation No nearby public recreation CONSERVATION, HISTORIC, & ARCHAEOLOGICAL RESOURCES Conservation No known conservation resources Historic No known historic resources Archaeological No known archaeological resources Z23-16 Staff Report BOC 10.2.23 Page 2 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 2 APPLICANT'S PROPOSED CONCEPTUAL PLAN R-15 Non -Residential - - - Use - Fraternal Order 6000 Sq. ft. 10 Bay Bldg ~I 6 � Jasmine Cove Way Original Proposed as d g _0 Septic Field ! 0 0 0 � N R-15 Non-Residential4 Use - Religious - L411NG1CN KOFEAN BAP TIST - 25:,:7-867 =-... CURRCNZ-ONUESC : RCE: -dN'TIAL PR�IIIF AND Jf}Orm`Water Pond hi i ASSOCIATED Includes Staff Markups • The applicant is proposing to construct a maximum 6,000 square foot vehicle service station. • The proposed building includes 5 bay doors on the eastern and western sides of the building. The western side of the building faces the S. College Road corridor. • Two driveways are shown providing access from Jasmine Cove Way and S College Road. NCDOT has stated a preference for restricting access to Jasmine Cove Way. A condition has been included allowing staff to accept changes to the driveway locations as required by NCDOT. • While the concept plan depicts the location of a septic field, during staff's technical review it was determined that CFPUA will require connection to public sewer. • Two stormwater ponds are included on the concept plan along with an enclosed dumpster area on the southern portion of the property. • A Type A: Opaque Buffer has been included in the concept plan. A condition has been included with the application assuring this buffer type which can include either fencing, a berm, vegetation, or a combination of the three. • The concept plan details the Type A: Opaque Buffer as a vegetative partially fenced separation along the rear of the property adjacent to the residentially zoned parcel. Approximately 250 ft. of the property line consists of a 10 ft. wide vegetative and fenced buffer before tapering into a 20' vegetation only buffer that spans approximately 200 feet. Z23-16 Staff Report BOC 10.2.23 Page 3 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 3 • The property line along Jasmine Cove Way consists of street yard plantings that transition from 18 ft. to 10 ft wide. • A condition has been provided to retain the existing trees identified on the concept plan that are not required for removal due to site development. PROPOSED ELEVATIONS Proposed Front Elevation Facing S. College Road Proposed Rear Elevation ZONING CONSIDERATIONS • The R-15 district in this area was established in 1969. At the time, the purpose of the R-15 district was to ensure housing served by private septic and wells would be developed at low densities. Since that time, public water and sewer services have become available in the surrounding area and the S. College Road corridor remains primarily zoned R-15 north of Monkey Junction with some moderate and higher density residential districts and multi- family developments in the area. While the site is zoned R-15, the S. College Road corridor is a heavily traveled roadway. The majority of the surrounding area is zoned R-15. West of the proposed project is a CZD R-5 development and a City of Wilmington single family residential neighborhood. Northeast of the corridor is a PD (Planned Development) zone. As currently zoned, the subject site could accommodate a maximum of three dwelling units under the performance residential standards. • The proposed Minor Vehicle Service Station use is defined as operations that involve repairs of small and/or personal vehicles consisting of tune ups, oil changes, chassis lubrication, tire change or repair, wheel alignment, and muffler repair or installation. Z23-16 Staff Report BOC 10.2.23 Page 4 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 4 • The CB district requires additional standards for minor vehicle service stations that include a prohibition on towing operations, no outdoor storage of merchandise, restrictions on automotive sales, time limits for on -site overnight vehicle storage, and other nuisance protections. • In addition, the applicant has proposed the following limited uses: o Business Service Center: An establishment engaged in providing mailbox rental and other postal and mailing services; copy centers or shops engaged in providing photocopying, duplicating, blueprinting, and other document copying services without also providing print services; and businesses providing a range of office support services, such as mailing services, document copying services, facsimile services, word processing services, on -site computer rental services, and accessory office product sales. o Repair Shop: Establishments engaged in repairing and maintaining consumer electronics, computer and office machines, household appliances, home and garden equipment, furniture, and related equipment. o Offices for Private Business and Professional Activities: Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. o Retail Sales, General: Commercial enterprises that provide goods andlor services for sale, lease, or rental directly to the consumer. Examples include stores selling, leasing, or renting consumer, home, and business goods such as art, clothing, dry goods, electronic equipment, furniture, garden supplies, hardware, jewelry, pet food, and printed material. o Child Care Center: An arrangement where, at any one time, there are three or more preschool -age children or nine or more school -age children receiving child care, unless excluded by NCGS 1 10-86(2). • While the adjacent property to the south is zoned residentially a transitional buffer is not required due to the non-residential use of the property as a church. The applicants have provided a condition requiring an opaque IOft. buffer with fence along the southern property line. • The UDO contains controls on exterior lighting on the site, and the maximum illumination levels at the common property line with the residential properties to the west shall not exceed 0.5-foot candles. • If approved, the project would be subject to the Technical Review Committee and zoning compliance review processes to ensure full compliance with all ordinance requirements and specific conditions included in the approval. Only minor deviations from the approved conceptual plan, as defined by the UDO, would be allowed. Z23-16 Staff Report BOC 10.2.23 Page 5 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 5 TRANSPORTATION Site Access ' I - to Jarbird I t 1 eyw'A North 10 ark Orj- � q 06 vti � 114yrJve I } , ectric A�reuex f ~ � qQ-6 3 Access-0 ck � Jasmin Cove Way a '7 *C�Ve: :: Access: [� C eet-JaR�JI ` College Road J dh1c n 9r pave r 4a CURRENT CONDITIONS Intensity of Current Zoning Maximum of 3 Single Family homes PROPOSED ACCESS Primary Access S. College Rd Secondary Access Jasmine Cove Way Z23-16 Staff Report BOC 10.2.23 Page 7 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 7 EXISTING ROADWAY CHARACTERISTICS Affected Roadway S. College Rd Jasmine Cove Way Type of Roadway NCDOT major arterial Local Road Roadway Planning Capacity (AADT) 41,369 N/A Latest Traffic Volume (AADT) 40,000 N/A Latest WMPO Point -in -Time County (DT) N/A N/A Current Level of Congestion Nearing Capacity N/A Source of Planning Capacity: WMPO Source of Latest Traffic Volume: NCDOT (2021) (for Sources Carolina Beach Road) Source of WMPO Point -in -Time County: WMPO (2022) NEARBY NCDOT STIP ROADAWAY PROJECTS Access management and time travel improvements U-5702B — S. College Rd. along College Road between Shipyard Boulevard and Improvements Carolina Beach Road. This project is not included in the current STIP periodization. TRAFFIC GENERATION Traffic Traffic Generated Generated by Potential Traffic by Proposed the Highest Maximum Generated by Use, Quick Intensity Impact of Present Lubrication Possible Use Proposed Designation Vehicle Shop, ITE Under CZD CB Designation 941 (Child Care Center) AM Peak Hour Trips 2 35 66 +64 PM Peak Hour Trips 3 52 67 +64 TRAFFIC IMPACT ANALYSIS (TIA) The estimated traffic generated from the site is under the 100 peak hour threshold that triggers the ordinance requirement for a Traffic Impact Analysis (TIA). Z23-16 Staff Report BOC 10.2.23 Page 8 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 8 SUMMARY The proposed project is located along a major arterial highway that is currently nearing planning capacity. The concept plan proposes two driveway access points, one on S. College and the other Jasmine Cove Way. However, NCDOT has stated a preference that Jasmine Cove Way be the only access point to the site. Within the area there are currently two higher density residential projects under development. Of the two, the Whiskey Branch Planned Development required a TIA. Though this project's impact was not considered in that TIA, general traffic growth in the area was included with recommended improvements to accommodate future growth. A State Transportation Improvement Program, STIP U-5702B, has been identified for the improvement of S. College Road's access management and travel time between US highways 117 and 421. The proposed project's peak hour traffic generation is below the 100 peak hour threshold requiring a traffic impact analysis; however, NCDOT will review the project through the driveway permitting process, to identify any required improvements to the site. ENVIRONMENTAL • The property is not within a Natural Heritage Area. • The property is not located within a Special Flood Hazard Area. • The property is within both the Barnards and Whiskey Creek watershed. • Per the Classification of Soils in New Hanover County for Septic Tank Suitability, soils on the property consist of Lynn Haven (Ly) fine sand, a Class III soil with severe limitations that requires extensive modification and intensive maintenance. • CFPUA water is available with a gravity sewer line approximately 250 feet west of the subject property. CFPUA requires a condition that the applicant connect to public sewer. Z23-16 Staff Report BOC 10.2.23 Page 9 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 9 OTHER CONSIDERATIONS New Hanover County Strategic Plan On July 17, 2023, the Board of Commissioners adopted a new strategic plan for Fiscal Years 2024- 2028. This plan focuses on three core areas: workforce and economic development, community safety and wellbeing, and sustainable land use and environmental stewardship. Strategic Plan Outcomes Relevant to Proposal Analysis The proposed CB rezoning will allow a business that can support the surrounding community Through planned growth and development, to locate in a transitional area along a major residents have access to their basic needs. roadway corridor and in close proximity to a number of households. A business -friendly environment that The plan aims to prepare for the long-term promotes growth, agility, and collaboration. needs of businesses and to maintain new business growth within 2.5% of the state. The proposed commercial zoning district will enable a new business. Z23-16 Staff Report BOC 10.2.23 Page 10 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 10 Representative Developments Representative Developments of R-15 (Existing Zoning: Z23-16 Staff Report BOC 10.2.23 Cottage Grove 6505 Carolina Beach Road Page 11 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 11 Representative Developments of Proposed Use: 10 MINUTE OIL CHANGE �:A MARE rJ� Express Oil Change on Market Street in Wilmington Context and Compatibility • The property is located at the intersection of Jasmine Cove Way and S. College Road north of the Monkey Junction intersection. • Due to the site's size and proximity to the College Road corridor the parcel is less likely to be developed residentially. • The proposed development is located approximately 1 mile north of the Monkey Junction growth node. • The proposal would provide commercial services closer to the surrounding residential housing, reducing travel time to these services. However, the proposed development would be the only transitional commercial use along this portion of S. College Road. • The area north of the Monkey Junction growth node has experienced higher density residential development approvals with the Whiskey Branch Planned Development and nearby multi -family residential projects. • While the immediate portion of the S. College Road corridor has not seen commercial growth, the CB district is designed to provide lands to accommodate development of businesses that serve surrounding neighborhoods with goods and services needed for a variety of daily and long-term purposes. • Nearby residential development to the west, within the City of Wilmington, is zoned MD- 10, a moderate density district intended for attached and single-family residential development. Z23-16 Staff Report BOC 10.2.23 Page 12 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 12 • The Community Business (CB) district is designed to provide lands that accommodate the development, growth, and continued operation of businesses that serve surrounding neighborhoods with goods and services needed for a variety of daily and long-term purposes. This includes the proposed use, Minor Vehicle Service Station. • Additionally, though zoned residentially, the adjacent parcels to the north and south are both existing non-residential uses that currently act as transitions between the highway and low -density residential uses to the west. 2016 COMPREHENSIVE PLAN The New Hanover County Future Land Use Map provides a general representation of the vision for New Hanover County's future land use, as designated by place types describing the character and function of the different types of development that make up the community. These place types are intended to identify general areas for particular development patterns and should not be interpreted as being parcel specific. --_ A -Pine Z Hollow pr {`. E\ectticAv , ho �0 Site CC ndotF i. — covet! o QJ s Nioorla1� c nd W L h Dr_� lOhic� Gate Post 3 y lr/�SOr Future Land Use ti GENERAL RESIDENTIAL .9 COMMUNITY MIXEDL15E r-� s Ir �Z23-16 Nor7' r�e� u gefleldDr �etivH'a13�frorsi✓r�C Future Land Use Community Mixed Use Map Place Type Focuses on small-scale, compact, mixed use development patterns that serve Place Type all modes of travel and act as an attractor for county residents and Description visitors. Types of appropriate uses include office, retail, mixed use, recreational, commercial, institutional, and multi -family and single-family residential. Z23-16 Staff Report BOC 10.2.23 Page 13 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 13 The subject property is located at the intersection of Jasmine Cove Way and S. College Road north of the Monkey Junction intersection. Due to the site's size and proximity to the College Road corridor, the parcel is less likely to be developed residentially. The Community Mixed Use place type includes commercial uses and Analysis encourages infill development along highway corridors. In addition to serving as a transition between the highway and neighboring residential uses, the proposed project will provide a use that could be appropriate in nodes as well as transitional areas while providing service to nearby residents. Additional conditions have been provided to preserve trees, accommodate access, and provide additional buffers to neighboring property. The proposed CZD CB zoning district uses of Vehicle Service Station, Minor; Consistency Business Service Center; Repair Shop; Offices for Private Business and Recommendation Professional Activities; Retail Sails, General; and Child Care Center are generally CONSISTENT with the types of uses encouraged in the Community Mixed Use place type. PLANNING BOARD MEETING The Planning Board considered this application at the August 3, 2023 meeting. Three people associated with the adjacent Shriners Club spoke in support of the project. No one from the public spoke in opposition. The Planning Board voted unanimously (7-0) to recommend approval of the petition with the following conditions: 1 . A Type A: Opaque Buffer yard shall be provided along the rear property line of the abutting residential lot located on S. College Road. The buffer will taper from a 20 ft. wide vegetative cover to a span of 10 ft. wide consisting of vegetative cover and a fence buffer. 2. A street yard buffer shall be provided along the property line that borders Jasmine Cove Way consisting of an 18 ft. wide vegetative field that tapers to a 10 ft. wide space, omitting the Jasmine Cove Way access point. 3. Planning staff may accept changes to the driveway access locations as required by NCDOT. 4. Existing trees identified on the concept plan shall be retained on site that are not required for removal due to essential site improvements. 5. Applicant is required to have a soil scientist evaluate the Class III soil on site to ensure that the location can accommodate a septic system. Applicant will seek an alternative septic system or tie into the CFPUA line in the event that the Class III soil prevents the use of a septic system. 6. Permitted uses shall be limited to Vehicle Service Station, Minor; Business Service Center; Repair Shop; Offices for Private Business and Professional Activities; Retail Sails, General; and Child Care Center. Z23-16 Staff Report BOC 10.2.23 Page 14 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 14 The Planning Board found it to be CONSISTENT with the 2016 Comprehensive Plan because the rezoning provides for the types of uses recommended in the Community Mixed Use place type. The Board also found RECOMMENDING APROVAL of the rezoning request was reasonable and in the public interest because the proposal allows service -oriented uses that could serve as an appropriate transition between the highway and existing residential uses. STAFF RECOMMENDATION Staff's recommendation is based on the policy guidance of the 2016 Comprehensive Plan, zoning considerations, and technical review. The proposed land use, Minor Vehicle Service Station, is expected to have a minimal impact on the adjacent properties and could serve as an appropriate transition between the established residential and commercial uses located between it and the Monkey Junction growth node. Furthermore, the proposal seeks to add a Type -A Opaque Buffer between it and its adjacent neighbor to the south. While staff would prefer it if the bay doors were oriented in such a way that they did not face the S. College Road corridor, this consideration is beyond the scope of the Comprehensive Plan's guidance and county development standards. Following the Planning Board meeting staff received updated information that CFPUA will be requiring connection to the sewer line. Based on this information staff recommends amending condition five as outlined below. As a result, staff concurs with the Planning Board recommendation and suggests the following motion with the proposed conditions: I move to APPROVE the proposed rezoning. I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the project provides for the types of commercial uses recommended in the Community Mixed Use place type. I also find APPROVAL of the rezoning request is reasonable and in the public interest because the proposal allows a service -oriented use that could serve as an appropriate transition between the highway and existing residential uses. Proposed Conditions: 1 . A Type A: Opaque Buffer yard shall be provided along the rear property line of the abutting residential lot located on S. College Road. The buffer will taper from a 20 ft. wide vegetative cover to a span of 10 ft. wide consisting of vegetative cover and a fence buffer. 2. A street yard buffer shall be provided along the property line that borders Jasmine Cove Way consisting of an 18 ft. wide vegetative field that tapers to a 10 ft. wide space, omitting the Jasmine Cove Way access point. 3. Planning staff may accept changes to the driveway access locations as required by NCDOT. 4. Existing trees identified on the concept plan shall be retained on site that are not required for removal due to essential site improvements. 5. The proposed project must connect to CFPUA's sewer line. Z23-16 Staff Report BOC 10.2.23 Page 15 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 15 6. Permitted uses shall be limited to Vehicle Service Station, Minor; Business Service Center; Repair Shop; Offices for Private Business and Professional Activities; Retail Sails, General; and Child Care Center. Alternative Motion for Denial (If based on information provided at the public hearing, or other consideration beyond the scope of the staff review, the Board finds denial appropriate). I move to DENY the proposed rezoning. While I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the project provides for the type of commercial uses recommended in the Community Mixed Use place type, I find DENIAL of the rezoning request is reasonable and in the public interest because the proposal is not similar in use and intensity to other nearby uses and would not serve as a benefit as it does not provide an appropriate transition between adjacent land uses. Z23-16 Staff Report BOC 10.2.23 Page 16 of 16 Board of Commissioners - October 2, 2023 ITEM: 6 - 2 - 16 Case: Site Address: Z23-16 4580 College Road S SWe -t Zoning R-5 Gate Po5 � R-10 R-15 PD Existing Zoning/Use: R-15 Subject Site /l/p��lry nab /Nl1 j ■" CITY o �, X1 CZD o oti Z23-16 Still 60rd of Commissioners - October 2, 2023 ITEM: 6 - 3 - 1, Proposed Zoning/Use: (CZD) CB N Case: Site Address: Existing Zoning/Use: Z23-16 4580 College Road S R-15 L1y .lamb': J I X J I n r a Park -fir a, a� o u Proposed Zoning/Use: N (CZD) CB Ak Gg Way et' s l2 C/o l Ja one RUn ��s� WaY �/y BranchlD,r-�- c y I� Gate PoS4 3 Subject Site a �Q the WA Ll Incorporated_Areas o GENERAL RESIDENTIAL o U° COMMUNITY MIXED USE &rd of Commissioners - October 2, 2023 I �V� ITEM: 6 - 4 - 1 Case: Site Address: Existing Zoning/Use: Proposed Zoning/Use: N Z23-16 4580 College Road S R-15 (CZD) CB jr ,. "pf'. MF nli .pi, ,� Jr a �+•� Ilk 'CF 3•, & '.� �1', �,a1�.: a'.. .4.:. � '.ka .r% � .a � � .,, r.' �:'a�,�4 � a✓j •1 - � 4 r �'\ '1�1k'�":, !���?'..r' ... _ ...ti�s� ...-� '� TM •, .y-y�.,rl. - b'+�jfi t�<.\'� � ii �# e :�:. �`a ! S r ARM tk Zz PMA" � f 4+; L Park p► r �, � . ��\ � y. NAN F .. Irv .. ,,, wee r� > m� 4� n i St Ln. �, Subject Site _ j, ® Z23-16 �i ;m4': Parcels Within 510 Feet �idiiaard ofm, "ohers .,Octtki3 r ., �.� L 8 0 Cir - 1 �00, - .. .Y ranch D g ,can r' At t MF6,, r County, NC - Initial Application Documents & Materials Board of Commissioners - October 2, 2023 ITEM: 6 - 6 - 1 NEW HANOVER COUNTY DEPARTMENT OF PLANNING & LAND USE 230 Government Center Drive, Suite 110 Wilmington, North Carolina 28403 Telephone (91 0) 798-7165 nhcgov.com/528/Planning-Land-Use CONDITIONAL ZONING APPLICATION This application form must be completed as part of a conditional zoning application submitted through the county's online COAST portal. The main procedural steps in the submittal and review of applications are outlined in the flowchart below. More specific submittal and review requirements, as well as the standards to be applied in reviewing the application, are set out in Section 10.3.3 of the Unified Development Ordinance. IPublic Hearing Procedures (Optional) 2 3 4 5 6 7 Pre -Application Community Application Planning Public Hearing Planning Board Board of Post -Decision Conference Information Submittal & Director Review Scheduling & Hearing & Commissioners Limitations and Meeting Acceptance & Staff Report Notification Recom- Hearing & Actions (TRC Optional) mendation Decision IF 1. Applicant and Property Owner Information Applicant/Agent Name Owner Name (if different from Applicant/Agent) Aaron Hutchens Wilmington Shrine Club Company Company/Owner Name 2 Summit Design and Engineering Services Attn: Jimmy Moore Address Address 2715 Ashton Dr., Suite 104 4510 S. College Rd City, State, Zip City, State, Zip Wilmington, NC 28412 Wilmington, NC 28412 Phone Phone 919-475-1208 910-443-7281 Email Email aaron.hutchens@summitde.com jtmoore@jtmacoustic.com Board of Commissioners - October 2, 2023 Page 1 of 7 ITEM: 6 - 7 -Conditional Zoning District Application — Updated 06-2023 2. Subject Property Information Address/Location Parcel Identification Number(s) Total Parcel(s) Acreage Existing Zoning and Use(s) Future Land Use Classification 3. Proposed Zoning, Use(s), & Narrative Proposed Conditional Zoning District: I Total Acreage of Proposed District: Maximum Residential Density (if applicable) Maximum Non -Residential Square Footage (if applicable) Please list all of the specific uses that will be allowed within the proposed Conditional Zoning District, the purpose of the district, and a project narrative (attach additional pages if necessary). Note: Only uses permitted in the corresponding General Use District are eligible for consideration within a Conditional Zoning District. Board of Commissioners - October 2, 2023 Page 2 of 7 ITEM: 6 - 7-8onditional Zoning District Application — Updated 06-2023 4. Proposed Condition(s) Note: Within a Conditional Zoning District, additional conditions and requirements which represent greater restrictions on the development and use of the property than the corresponding general use district regulations may be added. These conditions may assist in mitigating the impacts the proposed development may have on the surrounding community. Please list any conditions proposed to be placed on the Conditional Zoning District below. Staff, the Planning Board, and Board of Commissioners may propose additional conditions during the review process. 5. Traffic Impact Please provide the estimated number of trips generated for the proposed use(s) based off the most recent version of the Institute of Traffic Engineers (ITE) Trip Generation Manual. A Traffic Impact Analysis (TIA) must be completed for all proposed developments that generate more than 100 peak hour trips, and the TIA must be included with this application. Note: It is recommended that traffic generation numbers be reviewed by the WMPO prior to application to ensure that the most appropriate ITE land use code is identified and most recent generation rates have been applied. If numbers are verified, please attach a copy of the verification. If numbers have not been verified and the submitted generation numbers must be adjusted, this may result in the application being ineligible to move forward to the intended Planning Board agenda. ITE Land Use(s): Trip Generation Use and Variable (gross floor area, dwelling units, etc.) AM Peak Hour Trips: I PM Peak Hour Trips: Board of Commissioners - October 2, 2023 Page 3 of 7 ITEM: 6 - 7-&nditional Zoning District Application — Updated 06-2023 6. Conditional Zoning District Considerations The Conditional Zoning District procedure is established to address situations where a particular land use would be consistent with the New Hanover County 2016 Comprehensive Plan and the objectives outlined in the Unified Development Ordinance and where only a specific use or uses is proposed. The procedure is intended primarily for use with transitions between zoning districts of dissimilar character where a particular use or uses, with restrictive conditions to safeguard adjacent land uses, can create a more orderly transition benefiting all affected parties and the community at -large. The applicant must explain, with reference to attached plans (where applicable), how the proposed Conditional Zoning district meets the following criteria. 1. How would the requested change be consistent with the County's policies for growth and development, as described in the 2016 Comprehensive Plan, applicable small area plans, etc. Promoting small businesses, this automotive service station will bring jobs to the community adding to the economic growth of New Hanover County. Based on the 2016 Comprehensive Plan's Future Land Use Map, this site will be part of the Community Mixed -Use area which supports the zoning that is proposed. 2. How would the requested Conditional Zoning district be consistent with the property's classification on the 2016 Comprehensive Plan's Future Land Use Map. Based on the 2016 Comprehensive Plan's Future Land Use Map, this site will be part of the Community Mixed -Use area which supports the zoning that is proposed. This automotive service station fits within the zoning as a small business servicing the community. Board of Commissioners - October 2, 2023 Page 4 of 7 ITEM: 6 - 7-6onditional Zoning District Application — Updated 06-2023 3. What significant neighborhood changes have occurred to make the original zoning inappropriate, or how is the land involved unsuitable for the uses permitted under the existing zoning? While the current R-15 district promotes residential communities, the New Hanover Comprehensive Plan 2016 fosters economic growth which encourages businesses/ industries to locate and flourish within New Hanover County. The rezoning will allow for small businesses such as the one proposed in this application to become part of the growing need for connectivity of uses in a pedestrian scaled environment. As mentioned in the Comprehensive Plan, the addition of the proposed use will aid New Hanover County in growing a resilient economy and a healthy community. Board of Commissioners - October 2, 2023 Page 5 of 7 ITEM: 6 - 7-C6onditional Zoning District Application — Updated 06-2023 Staff will use the following checklist to determine the completeness of your application. Please verify all of the listed items are included and confirm by initialing under "Applicant Initial". If an item is not applicable, mark as "N/A". Applications determined to be incomplete must be corrected in order to be processed for further review; Staff will confirm if an application is complete within five business days of submittal. Application Checklist Applicant Initial m This application form, completed and signed (all property owners must sign signatory page) AH © Application fee: • �600 for 5 acres or less ------------------------' • $700 for more than 5 acres • $300 in addition to base fee for applications requiring TRC review AH m Community Information Meeting Report (complete and signed by agent or all property owners) AH ❑ Traffic Impact Analysis if applicable (use of attached report document is recommended) N/A • The official TIA approval letter is recommended prior to this item being placed on the Planning Board meeting agenda. The Planning Board may choose to continue the hearing until the official TIA approval letter is provided. • The official TIA approval letter is required prior to this item being placed on the Board of Commissioners meeting agenda. AH © Legal description (by metes and bounds) or recorded survey Map Book and Page Reference of the property requested for rezoning AH © Conceptual Plan including the following minimum elements [Note: If elements beyond the minimum requirements are shown on the concept plan they may be considered conditions of approval if not eligible for approval as minor deviations]: Tract boundaries and total area, location of adjoining parcels and roads • Proposed use of land, building areas and other improvements o For residential uses, include the maximum number, height, and type of units; area to be occupied by the structures; and/or proposed subdivision boundaries. o For non-residential uses, include the maximum square footage and height of each structure, an outline of the area structures will occupy, and the specific purposes for which the structures will be used. • Proposed transportation and parking improvements; including proposed rights -of - way and roadways; proposed access to and from the subject site; arrangement and access provisions for parking areas. • All existing and proposed easements, required setbacks, rights -of -way, and buffers. • The location of Special Flood Hazard Areas. • A narrative of the existing vegetation on the subject site including the approximate location, species, and size (DBH) of regulated trees. For site less than 5 acres, the exact location, species, and sized (DBH) of specimen trees must be included. • Approximate location and type of stormwater management facilities intended to serve the site. • Approximate location of regulated wetlands. • Any additional conditions and requirements that represent greater restrictions on development and use of the tract than the corresponding general use district regulations or additional limitations on land that may be regulated by state law or local ordinance AH Board of Commissioners - October 2, 2023 Page 6 of 7 ITEM: 6 - 7 -conditional Zoning District Application — Updated 06-2023 ❑ Documentation on soil types and infiltration rates if underground stormwater facilities proposed N/A AH ✓❑ One (1) digital PDF copy of ALL documents AND plans AH 7. Acknowledgement and Signatures By my signature below, I understand and accept all of the conditions, limitations, and obligations of the Conditional Zoning District zoning for which I am applying. I understand that the existing Official Zoning Map is presumed to be correct. I certify that this application is complete and that all information presented in this application is accurate to the best of my knowledge, information, and belief. If applicable, I also appoint the applicant/agent as listed on this application to represent me and make decisions on my behalf regarding this application during the review process. The applicant/agent is hereby authorized on my behalf to: 1. Submit an application including all required supplemental information and materials; 2. Appear at public hearings to give representation and comments; 3. Act on my behalf without limitations with regard to any and all things directly or indirectly connected with or arising out of this application; and 4. Provicl�rirton consent to any and all conditions of approval. Jimmv Moore Property Ownks) Print Name(s) Aaron Hutchens Signature of Applicant/Agent Print Name Note: This form must be signed by the owner(s) of record. If there are multiple property owners, a signature is required for each owner of record. Note: If changes are made to the proposal after the application completeness determination that require additional staff review and vetting, the proposal will be ineligible to move forward to the intended Planning Board agenda. No changes will be accepted by staff after the applications are posted at the time of public notice. If an applicant requests delay of consideration from the Planning Board or Board of County Commissioners before notice has been sent to the newspaper, the item will be calendared for the next meeting and no fee will be required. If delay is requested after notice has been sent to the newspaper, the Board will act on the request at the scheduled meeting and are under no obligation to grant the continuance. If the continuance is granted, a fee in accordance with the adopted fee schedule as published on the New Hanover County Planning website will be required. Board of Commissioners - October 2, 2023 ITEM: 6- 7- 7 Page 7 of 7 Conditional Zoning District Application — Updated 06-2023 June 30, 2023 PID(R07114-004-001-000) Project Narrative This project site, located at 4580 South College Drive in Wilmington, NC covers approximately 1.34 acres and is vegetated with Longleaf, Pond, and Loblolly Pines, mixed with Red Maple and Sweetbay Magnolia with an undergrowth of Loblolly Bay. Christian Brothers Automotive is proposing to construct an approximate 6,000 SF facility for a Vehicle Service Station, Minor use as outlined on page 10 of the Principal Use Table in the New Hanover County UDO. This facility will be for minor automotive repair work such as oil changes and air conditioner repair work. The site design proposes a 10-bay structure constructed of brick and mortar, an asphalt parking lot with 30 spaces including ADA spaces, a dumpster enclosure, stormwater treatment devices, and buffers installed as outlined in section 5.4 of the UDO that will add visual appeal to the site from adjacent property owners. Proposed Structure Wilmington Office 2715 Ashton Drive, Suite 104, Wilmington, NC 28412 910.475.1208 // www.summitde.com Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 8 Aaron Hutchens From: Jamar Johnson <Jamar.Johnson@wilmingtonnc.gov> Sent: Tuesday, June 27, 2023 2:13 PM To: Aaron Hutchens Cc: Scott James Subject: RE: Conditional Rezoning of 4580 S College Rd Good afternoon Mr. Hutchens, I have reviewed the attached documents. Regarding the trip generation, I find it to be accurate. Depending on the services offered, ITE Land Use Code 941 Quick Lubrication Vehicle Shop may be the more accurate ITE Land Use Code to be applied to the development. However, neither ITE Codes at the proposed square footage would trigger the requirement of a TIA review. The NCDOT may have concerns about the positioning of the driveways on College Rd and Jasmine Cove Way. It is recommended that the driveway on Jasmine Cove be opposite the existing driveway on the northside to reduce the potential for turning conflicts. The location of the driveway on College Rd is in close proximity to the driveway of the Korean Baptist Church south of the proposed development. I recommend contacting the NCDOT District 3 office to discuss the location of the driveways and if any road improvements would be required for the driveway access permit. If you have any questions, let me know. Best regards, Jamar Johnson Engineering Associate Wilmington Metropolitan Planning Organization 305 Chestnut Street, 4t" Floor Wilmington, NC 28402-1810 Ph: 910.343.3915 Jamar.Johnson@wilmingtonnc.gov From: Aaron Hutchens <aaron.hutchens@summitde.com> Sent: Tuesday, June 27, 2023 11:06 AM To: Jamar Johnson <Jamar.Johnson@wilmingtonnc.gov> Subject: Conditional Rezoning of 4580 S College Rd Mr. Johnson, Good morning. Our client, Christian Brothers Automotive, is seeking approval of the subject for a new facility. This new 'Vehicle Service Station, Minor' use will be a +/-6,OOOsf structure with 10 service bays. At your earliest convenience, could you review and provide feedback on the attachments? We are aiming for a July 1st submittal for the Conditional Rezoning. Thank you in advance for your time, Aaron 1 Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 9 Aaron Hutchens Land Development Operations Manager Tel: 910-475-1208 x3128 Cell: 336-392-9457 SUMMIT �1 1n ` +� r E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If suspicious content is detected, you will see a warning. CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 2 Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 10 rl SUMMIT SURVEYOR'S DESCRIPTION BEING SITUATED IN THE CITY OF WILMINGTON, MASONBORO TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINA, AND 1S DESCRIBED AS FOLLOWS: COMMENCING AT A NEW REBAR IMTH CAP SET IN THE WESTERN RIGHT OF WAY LINE OF N.C. HIGHWAY #132, ALSO KNOWN AS "SOUTH COLLEGE ROAD", A 200 FOOT RIGHT OF WAY. WHERE SAID WESTERN RIGHT OF WAY LINE IS INTERSECTED BY THE SOUTHERN RIGHT OF WAY LINE OF JASMINE COVE WAY, A 60 FOOT RIGHT OF WAY, SAID POINT HAVING NORTH CAROLINA STATE PLANE COORDINATE: N:149.956.835 US FEET, E:2,335,139.497 US FEET, ELEVATION: 25.398 US FEET AND COMBINED GRID FACTOR OF 1.000058153, AND BEING TO POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING ALONG THE WESTERN MARGINAL OF THE RIGHT OF WAY OF N.C. HIGHWAY #132, NORTH CAROLINA GRID BEARING, 5 01- 12' 31" W — 231.40 FEET TO AN EXISTING CONCRETE MONUMENT WITH BROKEN TOP, AND A COMMON CORNER WITH LANDS NOW OF FORMALLY OWNED BY WILMINGTON KOREAN BAPTIST CHURCH AND RECORDED IN DEED BOOK 2537 PAGE 867, NEW HANOVER COUNTY REGISTRY, THENCE LEAVING TO RIGHT OF WAY OF N.C. HIGHWAY #132 AND WITH THE COMMON LINE, N 74° 48' 31 " W — 512.92 FEET TO AN EXISTING IRON PIPE 1N THE MARGIN OF THE SOUTHERN RIGHT OF WAY LINE OF JASMINE COVE WAY AS SHOWN ON MAP RECORDED AT DEED BOOK 1006 PAGE 145. THENCE ALONG THE SOUTHERN MARGIN OF THE RIGHT OF WAY OF JASMINE COVE WAY ON A CURVE TO THE LEFT. HAVING A RADIUS OF 271.42 FEET. ARC LENGTH OF 213.16 FEET, CHORD BEARING N 82' 41' 28` E DISTANCE 207.72 FEET TO AN EXISTING IRON PIPE ON THE SOUTHERN MARC-IN OF THE RIGHT OF WAY, THENCE CONTINUING ALONG THE SOUTHERN MARGIN OF THE RIGHT OF WAY OF JASMINE COVE WAY, N 60` 11' 35" E — 117.50 FEET TO AN EXISTING IRON PIPE: THENCE CONTINUING ALONG THE SOUTHERN MARGIN OF THE JASMINE COVE WAY ON A CURVE TO THE RIGHT. HAVING A RADIUS OF 271.42 FEET, ARC LENGTH OF 166.05 FEET, CHORD BEARING N 82- 41' 36'. E DISTANCE 161.82 FEET TO AN EXISTING IRON PIPE ON THE MARGIN OF THE RIGHT OF WAY THENCE CONTINUING WITH THE SOUTHERN MARGIN OF THE RIGHT OF WAY OF JASMINE COVE WAY S 74' 48' 24" E 32.47 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.355 AC OR 59067.26 SQUARE FEET MORE OF LESS. BEING THE SAME PARCEL CONVEYED TO THE ARAB SHRINE CLUB HOLDING CORPORATION, AND DESCRIBED IN DEED BOOK 1116 AT PAGE 246 (TRACT 11), NEW HANOVER COUNTY REGISTRY, AND BEING TO SAME PROPERTY AS DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO. 1167688. Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 11 it June 14, 2023 Dear Resident, This is a notice for a community information meeting for an upcoming request by Summit Design and Engineering, applicant, on behalf of Christian Brothers Automotive, client, for a Conditional Rezoning from R-15 residential, to CU-CB Conditional Use - Community Business for a Vehicle Service Station, Minor. See attached concept plan. The subject property is approximately 1.34 acres and is located at 4580 South College Road, and is identified as PID (R07114-004-001-000). The purpose of the community information meeting is to explain the proposal and answer questions from meeting attendees. The meeting will be held at the Cedar Cove Assisted Living and Memory Care Facility located at 4200 Jasmine Cove Way, Wilmington, NC 28412 and will begin at 6:30pm on June 27, 2023. For directions or further information, please contact Aaron Hutchens at 910-475-1208 or aaron.hutchens@summtide.com Sincerely, Qmw 4wi-v� Aaron Hutchens Land Development Operations Manager Wilmington Office 2715 Ashton Drive, Suite 104, Wilmington, NC 28412 Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 12 910.475.1208 II www.summitde.com -- r.. 4 W a Z Q co v�- Ot O� SILVER LAKE . - '''"3' C04 link SUMMIT DESIGN AND ENGINEERING SERYICES Striae Liceme #. P-0339 320 Executive C®wt 1HiEs b®rough, NC 27278 Nonce. (919) 732-3883 Fax. (929) 732-6676 www,mmmtde.net - t0 ITEM: 6 - 7 - 13 it J�� 4. w Gli A — . T EsLA ry PARK DR o �- -- w ui ` F J •f'• • ° 500' ADJACENT P/ U NE-jottovv Cn PROPERTY OWNERS DR NOTIFICATION LIMITS -t/ice[ � �l,�i.- { 00 � ♦ � J � ' JASMINE Co VE �wA Y I Mo1-//CA Y • N ),RAIL SITE ���_.•' ABACO c,AO S7'kt MEADO VV NI DDEN v �EyRD V V 000s EDG E DR MYRTLE GROVE SITE LOCATION MAP CONCEPT PLAN FOR CHRISTIAN BROTHERS AUTOMOTIVE- 4580 S. COLLEGE RD. WILMINGTON, NC 28412 GRAPHIC SCALE N 250 0 125 250 500 1000 ( IN FEET) 1 inch = 500 ft. COPYRIGHT Qc 2023 SUMMIT DESIGN AND ENGINEERING SERVICES DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. SK-0 0612612023 23-0065_pres en to tion vicinity map. dwg AqL a J art �r,_rZ 0"D - - F 446J �46P Board of Comwn'07) 2, 2023 :6 -7-14 r' � i � - SFµ'+ - - _ - _ R. _�- BMMMIImft 4,E IV m .t `� AY .i■7.i Ylk ` dM - Ra •.. � r r ■ i■ i! F m ■ Y ' ti! SS i! Christian Brother's Automotive MW T LH 10 Bay Prototype -<5)�FRONT ELEVATION SCALE_ 3/16" BACK ELEVATION SCALE: /16' 1'- W -- _-_-__-_ ---------------- _=_==__ - = -_- _--= -- _--_--- _ =-= - - - �_ -_ _ -- -_ = ---- - -- --� __ _- _ _� -- _ - =_ __ =_- __- - _ - - _=---------------- __ __ _ _- =__ _ =- _ _ ___ _ _ - -_ _ _-- -___ - _== _- _ __ -- _-----_=---_-- ----__ = _ = ==_ = ---_----------------==_----- --�--- -_-_-____----- —----------__-- ie f70;ff I la! f5ffl I p �.. ___. _ ._ ... ___ __ 'r• ___ __ ___ ___ -- ___ - �-- -- - - - - -- _= - - - _isZ- - - - EE -- - -- - - - - ---- - - - -- - - -= - R HT SIDE ELEVfAT NCA 1 TYPICAL NOTES 1. '-D" BAND, ,JAMSS, HEADS OF BRICK COLOR M-8. DOORS AND WINDOWS, AND ACCENT IN GABLES At ENTRY AND SIDE ELEVATIONS TO BE . ALL MASONRY SURFACES ARE TO BE SPRAYED WITH WATER -PROOFING SEALER, PROSOCO INC. BLOCK GUARD AND FOR ALL ELEVATION � GRAFFITI 3. ALL CONTROL UTCGAR - PH: DOWN SPOUTS ARE TO BE 4 55 B PAINTED PAINTED TO MATCH THE COLOR OF THE WALL MATERIAL BEHIND IT. 4. ALL WOOD TRIM AT SOFFITS, EAVES, FASCIAS, RACES, ETC. TO BE ALUMINUM OR VINYL SIDING OVER EXPOSED WOOD. 5. ALL EXTERIOR LIGHTS ARE TO BE DIN PHDTO CELL. TYPICAL OF ALL ELEVATIONS. GARAGECEILING 1 V-O' A.F_F_ V_" A _---- __ -----_ ------ _ — _ —. Sr :: -_- =- LEFT SIDE ELEVATION CA,.E. 3/16" - 1'- 0" PC-5 HERWIN-WILLIAMSPAINT W 7001 MARSHMALLOW P C-6 SHERWIN-WILLIAMS PAINT SW 6258 TRICORN BLACK M- 6 ROOF SHINGLES CERTAINTEED LANDMARK 80 AR COLOR: MOIRE BLACK M- 5 ACME BRICK CO_ 8' X 2 ',p MODULAR BRICK COLOR:BURGANDY MORTAR: WHITE m-8 ACME BRICK CO_ 8R X 2 '/4" MODULAR BRICK COLOR: GLACIER WHITE MORTAR: WHITE 11-10 4° NATURAL LIMESTONE ALADO QUARRY MORTAR: WHITE ? 4 QFRCECEILING 9'-0" A.F.F. � � u NOTES- - ALL SIGNAOE TO BE REVIEWED AND APPROVED SEPARATELY. - HVAC AIR HANDLER IS LOCATED IN ATTIC. CONDENSER UNIT IS GROUND MOUNTED AS SHOWN. - ALL ROOF PENETRATIONS ARE PAINTED SLACK UNLESS METAL ROOF_ PAINT TO MATCH_ SEE SHEET A- _1 FOR MATERIAL SCHEDULE EXTERNAL WIFI LOCATIONS TO BE VERIFIED WITH CBAC PROJOECT MANAGER. ITEM: 6 - 7 - 15 usut�*lt*ii L-- 1111111111 — Strata IC Ilcc e #. P-0339 320 Executve Court HnUsboroug , NC 27278 www.mmmtde.net miccinnarc - L,& ITEM: 6 - 7 - 16 CONCEPT PLAN FOR CHRISTIAN BROTHERS AUTOMOTIVE 4580 S. COLLEGE RD. WILMINGTON, NC 28412 COPYRIGHT QQ 2023 SUMMIT DESIGN AND ENGINEERING SERVICES DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. SK-00 0612812023 23-0065_presentation vicinity map. dwg Meeting Sign In Project: Christian Brothers Automotive (CBA) Facilitator: Summit Design and Engineering Services, PLLC It CBA Meeting Location Cedar Cove Assisted Living and Memory Care Facility PRINT NAME ADDRESS 1.I.4►n�`.U�uq ��sn�i vie, Care. W 2. ,� ow Cep I _ G/�-r (Zsm c2� 3. f &i C/4 / (go S 4. 0.r q "o► rl'v) Ll2. S orS CA- 5 �3 � %2.Ger t�nr1t b7 W i14 1)0 S 6 7 8, 9. 10. 11. 12. 13. /► E G I d-mos� SGt ► t A.Z.- &�lsn/ 9A1&lw✓C !&LXNG 14.1LM 4s,4 L -,, llrr .� 15. fi /L/l.onl ,,W- cdlf ►l �t Date: 6/27/2023 Time: 6:30pm to 7:30pm PHONE EMAIL 4toa,Ion r 6 5zo-7525 1(10 .&f2,3S70 15,na�.i � i IViel e-r I Ck 40L,(o, 02 (0_gt-T% r-MA- A-c) C.k4up "V)- 9�0 - ��-�5� � arr,►es�r imc5 ��ma�� (2a/) b-75--4/92 �y/o) y7l�- /;e3 (g�) 3aa- 0q (9/6)4T7 IaaB ��iry . ��E•✓ O cd�ae.,C6M ZZ Al . d= SIC E?` US�1�tMI'T •� A A2d,,] , Nurcti(ENr 6 ScjrhnST.ca� Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 17 (f) . O m � 40 N 0 O N m r i2 w 0 z a_ Q z 0 � W S o r O 1 l (p o N o d N o NoIL z = n� ~ ?�LH 1- M 0 (,-) ?J N CDCD i 1p n. CD N 1 ^= I N ❑ 1 U) LLI N ® [ c] dD VI kA N I jD w to - LNu 0 �.� Nc)o ... J u,04 il► UU1�' �M' � ;� • .h IL ►� ry i1•W J N I' Vq N 111wz ns w m •_•_ to : a- n I.0 r+ = LA N X L1 �' la N u Z (sj z �- z � •b+ N CA LU La H � y = I Lcc Z W m W _ _ LW LW ca ' O C7 ' O e/� co tA i/N O O G G G � C N p N co C3C:F o C.D C O = C O = m cm � co Ct _ bA _ bA C:F O ""' �a� O = as CCV3 CCV) al m T _ N I — �� N N N'� N • ❑ w N� [A ♦L• tA to 9p m w w❑ m — �— ❑ B I = d uj ul 13 3: � ..� g W _ to N U1�0 U1 LL ,d owo u x d Qb 114 J N � lU "iHJ O3 Id IV to W. -J h u+ (? N P t LO H Y d z o z 2 P N z LLJ O (D J � (D z & u- (W u NLD _� M P` N ry1 01 r�d r1 m fr) m 0l J K'L h•1 Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 18 CONTACT US 10 Profile Sales Residential Commercial Misc. Improvements Permits Land Values Agricultural Sketch Full Legal Exemptions Sub -parcels) Info Original Parcel Info Parcel Map Homo prop" Rotor"T PARID: R07110-001-090-000 MCMULLEN JENNA R (Parcel NHC Tax Homo Rpbbr of Doe t 4628 TURTLE DOVE CT Alt ID 313518.40.2253.000 Address 4628 TURTLE DOVE CT Unit City WILMINGTON Zip Code Neighborhood 16C04T Class RES-Residential Land Use Code 18Single Fam Alt Townhome Living Units 1 Acres .0333 Zoning R-15-RESIDE14TIAL DISTRICT Legal Legal Description LOT 24 PHASE 1 SILVER CREEK VILLAGE AT JASMINE COVE Tax District FD Ovmers (On January1st) Owner City State Country Zip Location 9 Google Map Contact Us 230 Government Center Drive, Suite 190 Phone: (910) 798-7300 Wilmington, NC 28403 $ Fax: (910) 798-7807 MCMULLEN JENNA R WILMINGTON NC 28412 THE DATA IS FROM 2023 Site Links NHC Tax Home Register of Deeds Copyiight 2021 by New Hanover County, North Carolina I Last Updated: 26/JUN/2023 I Powered by iasWorld Public Access I i,I — — Actions 19 Printable Version 19 Custom Report Builder Reports Residential PRC - Commercial PRC Go Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 19 CONTACT US I O Profile Sales Residential Commercial Misc. Improvements Permits Land Values Agricultural Sketch Full Legal Exemptions Sub -parcels) Info Original Parcel Info Parcel Map Homy Property flnsorka T PARID: R07110-001-089-000 HARRIS JONATHAN R JENNIFER B fParcel Alt ID 313518.40.2244.000 Address 4626 TURTLE DOVE CT Unit City WILMINGTON Zip Code Neighborhood 16C04T Class RES-Residential Land Use Code 18Single Fam Att Townhome Living Units 1 Acres .03 Zoning R-15-RESIDENTIAL DISTRICT Legal Legal Description LOT 23 PHASE 1 SILVER CREEK VILLAGE AT JASMINE COVE Tax District FD Owners �On Januarylst) _J Owner HARRIS JONATHAN R JENNIFER B City WILMINGTON State NC Country Zip 28412 r THE DATA IS FROM 2023 Location O Google Map Contact Us Site Links 230 Government Center Drive, Suite 190 't. Phone: (910) 798-7300 NHC Tax Home Wilmington, NC 28403 $ Fax: (910) 798-7807 Register of Deeds Copyright 2021 by New Hanover County, North Carolina I Last Updated: 26/JUN/2023 I Powered by iasWorld Public Access NHC Tax Hoe 7:eght" of DMda 4626 TURTLE DOVE CT 1 1 of 1 i Actions ig Printable Version Custom Report Builder Reports Residential PRC Commercial PRC Go Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 20 it July 7, 2023 Community Meeting Summary The meeting was held at the Cedar Cove Assisted Living and Memory Care Facility located at 4200 Jasmine Cove Way, Wilmington, NC 28412 at 6:30pm on June 27, 2023. A letter was sent out on June 15, 2023, to approximately thirty-four adjacent property owners notifying them of this meeting. This was an informative meeting to share with the surrounding community the plans that Christian Brothers Automotive have for the parcel described in this summary. Primary questions and concerns that were brought up during this meeting were: 1. Trees being demolished removing noise buffer from College Drive. 2. The entrance drive onto Jasmine Cove Way will create more traffic for residents. 3. Residents' concerns about needing a stop light at College Drive and Jasmine Cove Way and asking us to share their concerns with the appropriate individuals throughout our process. 4. Residents shared concerns that all neighbors did not receive notification of the Community Meeting. Summit representatives provided details on the process and that letters were sent based on those requirements. We shared with the residents who attended this meeting the improvements that will be required for the buffers that will add to the noise buffering and the structure materials that will also add to the buffering of noise along College Drive. Exhibits were used to illustrate the concept plan and elevations of the structure. These exhibits were useful to the residents in understanding the proposed use that Christian Brothers Automotive have for this parcel. Attendees were: Lana Blue at 4409 Jasmine Cove way Lou Smith at 6116 Clairidge Road Michele Erich at 4605 Turtle Dove Court Maria Martin at 4612 Song Sparrow Court Jamie Grimes at 4609 White Ibis Court Billy Green with Christian Brothers Automotive Greg Thompson with Summit Design and Engineering Services Jim Ashley with Summit Design and Engineering Services Aaron Hutchens with Summit Design and Engineering Services Wilmington Office 2715 Ashton Drive, Suite 104, Wilmington, NC 28412 Board of Commissioners - October 2, 2023 ITEM: 6 - 7 - 21 910.475.1208 // www.summitde.com Concept Plan Board of Commissioners - October 2, 2023 ITEM: 6 - 8 - 1 SUtivlt*llT DESIGN AND ENGINEERING SERVICES State IC iceme #. P-0339 320 Executve Court HnEsboroug , NC 27278 www.mmmtde.net ITEM: 6 - 9 - 1 CONCEPT PLAN FOR CHRISTIAN BROTHERS AUTOMOTIVE 4580 S. COLLEGE RD. WILMINGTON, NC 28412 COPYRIGHT Q 2023 SUMMIT DESIGN AND ENGINEERING SERVICES DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. SK-1 0610112023 23-0065 concept.dwg� Public Comments In Support Neutral In Opposition Board of Commissioners - October 2, 2023 ITEM: 6 - 10 - 1 Biddle, Wendell From: noreply@civicplus.com Sent: Wednesday, August 2, 2023 9:01 PM To: May, Katherine; Roth, Rebekah; Vafier, Ken; Farrell, Robert; Biddle, Wendell; Doss, Amy; Griffee, Julian; Dickerson, Zachary Subject: Online Form Submission #4817 for Public Comment Form ** External Email: Do not click links, open attachments, or reply until you know it is safe ** Public Comment Form Public Comment Form The agenda items listed are available for public comment at an upcoming Planning Board or Board of Commissioners meeting. Comments received by 8 AM the day of the applicable meeting will be made available to the Board prior to that meeting and will be included as part of the permanent, public record for that meeting. First Name Michele Last Name Erich Address .4605 Turtle Dove Ct City Wilmington State North Carolina Zip Code 28412-2083 Email mmedch@aol.com Projects available for PB Meeting - Z23-16 - Vehicle Service Station at 4580 College comment. Rd S What is the nature of your Oppose project comment? Public Comment I am sharing my opposition to the Rezoning request Z23-16 of 1.34 acres R-15 residential located at 4580 S. College Road to (CZD) CB Community Business for a vehicle service station, minor and other limited uses. My neighborhood has been negatively impacted by 2 previous decisions to rezone adjacent properties for a Cell phone tower and a new development for "Affordable housing" at Jasmine South. My concerns for this rezoning include: 1. Has a storm water runoff analysis been completed and has an environmental study been completed to 1 Board of Commissioners - October 2, 2023 ITEM: 6 - 11 - 1 protect our environment? 2. How will the groundwater and environment be protected from runoff, leakage, and waste from Industrial chemicals? 3. How will hours of operation (presented as Mon.- Fri.) for this Industrial business be enforced? 4. Will a restriction for enforcement be tied to the property deed? 5. Increase in traffic to a difficult intersection without a traffic light (Jasmine Cove1S. College Road). Some of my concerns stem from the absence of enforcement to provide Affordable housing in Jasmine South. The developer for Jasmine South emphasized he would build Affordable housing in this development, and this was approved by the county. The development was presented as "Affordable housing" for public servants such as School teachers and Police officers. The new homes are listed at $400,000 which is far outside the range of Affordability for Public Service lobs (School Teachers and Police officers). There is no enforcement of what was approved by the County. I am concerned that without enforcement this owner will disregard the Planning Board/County guidelines and do anything they want to the land. Approval of this rezoning does not reflect a model of good governance. I ask that you not approve this rezoning and keep it as residential while planning for safe, environmental growth in our communities. Thank you for your thoughtful consideration. Michele Erich Upload supporting files If you need to support your comment with documentation, upload the files here. No more than 20MB in size total for all files. File types accepted are: doc, docx, ppt, PPtx, txt, pdf, Jpg, Png. File 1 Field not completed. File 2 Field not completed. File 3 Field not completed. File 4 Field not completed. Email not displaying correctly? View it in , our browser. Board of Commissioners - October 2, 2023 ITEM: 6 - 11 - 2 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Regular DEPARTMENT: Planning PRESENTER(S): Zach Dickerson, Senior Planner CONTACT(S): Zach Dickerson; Robert Farrell, Development Review Supervisor; Rebekah Roth, Planning & Land Use Director SU BJ ECT: Public Hearing Rezoning Request (Z23-17) - Request by Adam Sosne with MHMJ, LLC, applicant, to rezone approximately 12.68 acres zoned B-2, Regional Business and R-15, Residential located at 5322 Carolina Beach Road to (CZD) RMF-M, Residential Multi -Family - Moderate Density for a maximum 200-unit multi -family and townhouse development. (See page 1 of the attached staff report for a reference map). BRIEF SUMMARY: The applicant is proposing to rezone approximately 12.68 acres from B-2, Regional Business and R-15, Residential, to the (CZD) RMF-M Residential Multi -Family, Moderate Density district for a maximum 200-unit multi -family apartment and townhome development. The concept plan consists of 200 residential units: 35 townhome units in the form of eight quadruplex buildings and one triplex building, and 165 multi -family units in five apartment buildings. The concept plan states that the maximum height of the buildings will be three stories. The concept plan also outlines two stormwater ponds on the site and an amenity building. The R-15 district in this area was established in 1971. At the time, the purpose of the R-15 district was to ensure housing served by private septic and wells would be developed at low densities. Since that time, public water and sewer services have become available to the surrounding area. The B-2 zoning was applied to the three -acre parcel closer to Carolina Beach Road in 1988, and was intended to provide for the proper site layout and development of larger format or larger structure size business uses. The RMF-M district was established to provide lands that accommodate moderate density single-family and multi- family development. The intent of the RMF-M district is to function as a transitional district between intensive nonresidential development and higher density residential areas. The district is designed to provide a reasonable range of choice, type, and location of housing units. As currently zoned, the R-15 portion of the site would allow approximately 23 dwelling units under performance residential standards. It is estimated that the 3.15 acres of property zoned B-2 can generally support approximately 25,000 square feet of traditional retail uses based on a typical 18% building area for this type of zoning. The proposed 200 units would result in an overall density of 15.8 units per acre. As currently zoned, it is estimated that the site would generate approximately 75 AM peak hour trips and 187 PM peak hour trips. The proposed RMF-M development is estimated to generate 87 AM peak hour trips and 109 PM peak hour trips, increasing the estimated number of AM peak hour trips by 12 and decreasing the number of PM peak hour trips Board of Commissioners - October 2, 2023 ITEM: 7 by 78 The proposed project is located along a major arterial highway that is currently nearing planning capacity; and the Monkey Junction intersection improvement project has been delayed, with right-of-way acquisition and utility work not scheduled until 2029. The applicant has had a TIA approved by the NCDOT and WMPO requiring some roadway improvements, including signal improvements, protected stems, stop control and site design. The development will connect internally with other neighborhoods through private roads in the Townes at Park Place development to allow for other access points onto Carolina Beach Road via Antoinette Drive, which is signalized for full movement. The lack of available NCDOT data indicates that Antoinette Drive does not currently experience heavy enough traffic volumes to warrant monitoring. While there is no specific data available to indicate current or anticipated impacts to roadway capacity for Antoinette Drive, the estimated trips generated by both the proposed development and neighboring Townes at Park Place will increase traffic on the local road. The TIA that was completed for this proposed development took into consideration the impact of traffic from the planned Townes at Park Place Development in the final requirements of road improvements. (The full TIA can be viewed here.) Students living in the proposed development would be assigned to Bellamy Elementary School, Myrtle Grove Middle School and Ashley High School. Based on a generalized historic generation rate, staff would estimate the increase in homes would result in approximately 39 more students than the estimated number of students generated under existing zoning. On July 17, 2023, The Board of Commissioners adopted a new strategic plan for Fiscal Years 2024-2028. This plan focuses on three core areas: workforce and economic development, community safety and well-being, and sustainable land use and environmental stewardship. The proposed CZD RMF-M rezoning will provide new multi -family and attached single-family homes in an area of the county that is largely single-family, detached and can aid in achieving the target of increasing the housing supply to a level of one residential unit per every two residents. In addition, the proposed development is designed to minimize impacts to the stream on -site, and no wetlands or floodplain areas have been identified on -site. The Comprehensive Plan designates these properties as both Urban Mixed Use and General Residential. The General Residential place type focuses on lower density housing and associated civic and commercial services, recommending up to 10 dwelling units per acre. The Urban Mixed Use place type focuses on higher density housing and associated commercial services, recommending up to 25 dwelling units per acre. This project's proposed density at 15.8 units per acre sits between the two place types' density recommendations. The property is located in one of the county's more densely developed corridors and within one of the three growth nodes identified in the Comprehensive Plan. The proposed project is more appropriate closer to the Monkey Junction intersection, and provides a transition into the lower density housing further from Monkey Junction. Additionally, the project is adjacent to another RMF-M zoned property, the Townes at Park Place, which recently received TRC approval and is scheduled to begin construction in late 2023 or early 2024. The proposed RMF-M zoning is generally CONSISTENT with the 2016 Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use area, especially in growth nodes, than the existing residential zoning. Additionally, the mix of housing types within the development could provide housing choice and an appropriate transition from the commercial node to the single-family residences to the south and west. The Planning Board considered this application at the September 7, 2023 meeting. Several members of the public spoke in opposition to the request, citing concerns with traffic and stormwater. The Planning Board voted to recommend approval of the petition (6-0) with the condition noted below with the condition limiting height of buildings to three stories, as noted below in the Recommended Motion and Requested Actions section. The Planning Board found it to be CONSISTENT with the 2016 Comprehensive Plan because the district is more in line Board of Commissioners - October 2, 2023 ITEM: 7 with the densities recommended for Urban Mixed Use area, especially in growth nodes, than the existing residential zoning. The Board also found RECOMMENDING APPROVAL of the project was reasonable and in the public interest because the development would provide a mix of housing types and an appropriate transition from the commercial node to the single-family residences to the south and west. STRATEGIC PLAN ALIGNMENT: • Intelligent Growth & Economic Development o Encourage development of complete communities in the unincorporated county ■ Ensure N H C has appropriate housing to support business growth ■ Increase connectivity of residents to each other and their investment to New Hanover County RECOMMENDED MOTION AND REQUESTED ACTIONS: Staff's recommendation is based on the policy guidance of the 2016 Comprehensive Plan, zoning considerations and technical review. The proposal includes a mix of housing types that appropriately sit in between the recommended densities for the General Residential place type and the Urban Mixed Use place types. The project does provide for additional connectivity through the Townes at Park Place development, but would generate traffic on Antoinette Drive. In addition, while the proposal does provide for additional higher -density housing (than currently zoned), the Comprehensive Plan generally recommends for even higher density housing within the identified growth nodes to address the County's need for more housing. Staff concurs with the Planning Board's recommendation and suggests the following motion: I move to APPROVE the proposed rezoning. I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use areas, especially in growth nodes, than the existing residential zoning. I also find APPROVAL of the rezoning request is reasonable and in the public interest because the development would provide a mix of housing types and an appropriate transition from the commercial node to the single-family residences to the south and west. Proposed Condition: 1. Buildings will have a maximum height of three stories. Alternative Motion for Denial (If, based on information provided at the public hearing or other consideration beyond the scope of staff review, the Board finds denial appropriate) I move to DENY the proposed rezoning. While I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use areas, especially in growth nodes, than the existing zoning, I find DENIAL of the rezoning request is reasonable and in the public interest because the project increases traffic in an area which is experiencing congestion issues, with the main access on a service road which does not have full access to Carolina Beach Road. Board of Commissioners - October 2, 2023 ITEM: 7 ATTACHMENTS: Z23-17 BOC Script Z23-17 Staff Report BOC Z23-17 Zoning Map Z23-17 Future Land Use Map Z23-17 Mailout Map Initial Application Co\,er Sheet Z3-17 Application Concept Plan Corer Sheet Z23-17 Concept Plan Z23-17 Traffic Impact Analysis Coker Sheet Z23-17 TIA Approval Letter 11A Executi\,e Summary Public Comments Coker Sheet Public Comments in Opposition Supplementary Materials Coker Sheet Z23-17 Appendix - Concept Plan Large Staff Presentation COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) Recommend approval, with proposed staff conditions, as it's consistent with the comprehensive development plan and future land use map. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 7 BOARD OF COMMISSIONERS SCRIPT for Zoning Map Amendment Application (Z23-17) Request by Adam Sosne with MHMJ, LLC, applicant to rezone approximately 12.68 acres zoned B-2, Regional Business and R-15, Residential located at 5322 Carolina Beach Road to (CZD) RMF-M, Residential Multi -Family — Moderate Density for a maximum 200-unit multi family and townhouse development. 1. This is a public hearing. We will hear a presentation from staff. Then the applicant and any opponents will each be allowed 15 minutes for their presentation and an additional 5 minutes for rebuttal. 2. Conduct Hearing, as follows: a. Staff presentation b. Applicant's presentation and supporter comments (up to 15 minutes) c. Opponent's presentation (up to 15 minutes) d. Applicant's rebuttal (up to 5 minutes) e. Opponent's rebuttal (up to 5 minutes) f. Staff review of any additional conditions 3. Close the public hearing 4. Board discussion 5. Before we proceed with the vote, I would like to invite the applicant to the podium. Based on the Board discussion and items presented during the public hearing, would you like withdraw your petition or proceed with a vote? 6. Vote on the application. The motion should include a statement saying how the change is, or is not, consistent with the land use plan and why approval or denial of the rezoning request is reasonable and in the public interest. Examale Motion for Approval I move to APPROVE the proposed rezoning. I find it to be CONSISTENT with the purposes and ' intent of the Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use areas, especially in growth nodes, than the existing residential zoning. I also find APPROVAL of the rezoning request is reasonable and in the public interest because the development would provide a mix of housing types and an appropriate transition from the commercial node to the single-family residences to the south and west. Proposed Condition: 1 . Buildings will have a maximum height of three stories. Approval is subject to the applicant signing an agreement acknowledging the applicant's consent to all listed conditions. If the applicant does not provide a signed agreement within seven (7) business days from the date of approval, then the rezoning application approval is null and void. Board of Commissioners - October 2, 2023 ITEM: 7 - 1 - 1 Alternative Motion for DENIAL (if based on information presented at the public hearing or other consideration beyond the scope of staff review, the board finds denial appropriate.) I move to DENY the proposed rezoning. While I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use areas, especially in growth nodes, than the existing zoning, I find DENIAL of the rezoning request is reasonable and in the public interest because the project increases traffic in an area which is experiencing congestion issues, with the main access on a service road which does not have full access to Carolina Beach Road. Alternative Motion for Approval/Denial: I move to [Approve/Deny] of the proposed rezoning to a conditional RMF-M district. I find it to be [Consistent/Inconsistent] with the purposes and intent of the Comprehensive Plan because [insert reasons] I also find [Approval/Denial] of the rezoning request is reasonable and in the public interest because [insert reasons] Board of Commissioners - October 2, 2023 ITEM: 7 - 1 - 2 STAFF REPORT FOR Z23-17 CONDITIONAL REZONING APPLICATION APPLICATION SUMMARY Case Number: Z23-17 Request: Rezoning to a Conditional RMF-M district Applicant: Property Owner(s): Adam Sosne MHMJ, LLC Location: Acreage: 5322 Carolina Beach Road 12.68 PID(s): Comp Plan Place Type: R07600-006-042-000 & R07606-003-002- Urban Mixed Use &General Residential 000 Existing Land Use: Proposed Land Use: Undeveloped Maximum 200 Residential Units: 165 Apartment Units & 35 Townhome Units Current Zoning: Proposed Zoning: B-2 & R-15 (CZD) RMF-M L SURROUNDING AREA I LAND USE ZONING North The Townes at Park Place CZD RMF-M (approved 1/6/2020) East Monkey Junction Intersection N/A South Grove Park Mobile Home Park & Citrus Grove R-15 & R-10 Subdivision West Brewster Park & Marquis Hills Subdivisions R-10 Z23-17 Staff Report BOC 10-2-2023 Page 1 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 1 �� �,,n r.. �T '9a Y t` � 4 �k '� .1�Y ♦ \ `y.�' ntix �r. . � Y' �l � � �F" .� "� ��E".-•,`t' ' ' ; -, r ram.: �'�/�' �� � y �:. k II U� •<Ij � � ��,� ���T � North ,1U.w� Ak was r�. - � r�'e - ., 4- • r , .+� � � a :.t ty.� r� � ; - f r . V �14?i+r i.�i ^`s4 x _Y�" t • .z � r � 723-17 I' - ZONING HISTORY April 7, 1971 Initially zoned R-15 (Area 4) May 1988 B-2 zoning applied to R07606-003-002-000 COMMUNITY SERVICES Water/Sewer water and sanitary sewer services are available through CFPUA via a mainline extension. Fire Protection New Hanover County Fire Services, New Hanover County Southern Fire District, New Hanover County Myrtle Grove Station Schools Bellamy Elementary, Myrtle Grove Middle, and Ashley High Schools Recreation Arrowhead Park CONSERVATION, HISTORIC, & ARCHAEOLOGICAL RESOURCES Conservation Resource maps indicate pocosin wetlands may exist on the Conservation property. Projects containing 5 acres or more of pocosin conservation resources are required to comply with additional buffer and conservation standards in Section 5.7 of the Unified Development Ordinance (UDO) Historic No known historic resources Archaeological No known archaeological resources Z23-17 Staff Report BOC 10-2-2023 Page 2 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 2 APPLICANT'S PROPOSED CONCEPTUAL PLAN FB - E-A �.� Car Wash • w -- ----------- --�\ i Connections to Townes at Park Place Matchline -- -- - — 7 B - -- ---- -- A - -- al -_- -- -- -- -- -_J - ; lif . - - ® -..... gab - ---- - -- - � .�� Includes Staff Markups (Please refer to the appendix for a detailed image of the applicant's concept plan) • The applicant is proposing to construct a maximum of 200 residential units, consisting of 35 townhome units in the form of eight quadruplex and one triplex buildings, outlined in blue, and 165 multi -family units in five apartment buildings, outlined in orange. • The proposed project has an overall density of 15.8 dwelling units per acre. The RMF-M district allows a maximum density of 17 dwelling units per acre. • Per the application, the proposed site plan places the taller buildings internal to the site or adjacent to the neighboring commercial and multi -family zoning while providing townhouse units adjacent to the single-family properties. • The applicant's proposed conceptual plan includes a building height maximum of three stories and the UDO-required 20% open space, 2.54 acres. • The concept plan depicts two stormwater ponds, an amenity area, and two points of proposed access to the adjacent Townes at Park Place development, currently in TRC review. • The site would also share access with the adjacent car wash that fronts the service road. Z23-17 Staff Report BOC 10-2-2023 Page 3 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 3 ZONING CONSIDERATIONS • The R-15 district in this area was established in 1971. The purpose of the R-15 district in this area was to ensure that housing served by private septic and well would be developed at low densities. Since that time, water and sewer services have become available to the surrounding area. The purpose of the B-2 district, applied to the 3 acre parcel in 1988, is to provide for the proper site layout and development of larger format or larger structure size business uses, including big box stores and automobile dealers. It is also designed to provide for the appropriate location and design of auto oriented uses that meet the needs of the motoring public or that rely on pass -by traffic. • While the site is zoned B-2 and R-15, there is another adjacent parcel zoned (CZD) RMF-M (Z18-16), for a moderate -density housing project, the Townes at Park Place. This project was approved by TRC in August 2023. • Approximately 9.53 acres of the site is zoned R-15, which would allow approximately 23 dwelling units, under performance residential standards. • It is estimated that 3.15 acres of property zoned B-2 can generally support approximately 25,000 square feet of traditional retail uses based on a typical 1 8% building area for this type of zoning. • The RMF-M district was established to provide lands that accommodate moderate density single-family and multi -family development. The intent of the RMF-M district is to function as a transitional district between intensive nonresidential development and higher density residential areas. The district is designed to provide a reasonable range of choice, type, and location of housing units. • Under the RMF-M zoning district, there is a maximum density of 17 units per acre and structures are limited to 3 stories unless an additional height allowance is granted, which requires stricter setbacks. The applicant has specified a height maximum of 3 stories on their concept plan. • The UDO requires Type A: Opaque Buffers where the site abuts single-family residential zoned parcels. This can include fencing, a berm and/or vegetation. • The UDO contains controls on exterior lighting on the site, and the maximum illumination levels at the common property line with residential properties to the east and south shall not exceed 0.5 foot candles. • If approved, the project would be subject to Technical Review Committee and zoning compliance review processes to ensure full compliance with all ordinance requirements and specific conditions included in the approval. Only minor deviations from the approved conceptual plan, as defined by the UDO, would be allowed. Z23-17 Staff Report BOC 10-2-2023 Page 4 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 4 AREA DEVELOPMENTS Z23-17 Staff Report BOC 10-2-2023 Page 5 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 5 TRANSPORTATION Site Access N r Access: o Unnamed access road to -' oaa Carolina Beach Rd a a 0 Je 1 . hill. Connections rewster.lane to Townes at Park Place Shury:�an e r Right -turn only Va/lie i Cane I light Hanna-Driv The.Kings High way CURRENT CONDITIONS Typical development under current zoning would allow a maximum Intensity of Current Zoning of 23 single-family dwelling units and 25,000 sq ft of traditional retail. PROPOSED ACCESS Primary Access Carolina Beach Road via a service road running parallel to Carolina Beach Road. Secondary Access Carolina Beach Road and Antoinette Drive through a connection to the Townes at Park Place residential development. Z23-17 Staff Report BOC 10-2-2023 Page 6 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 6 EXISTING ROADWAY CHARACTERISTICS Affected Roadway Carolina Beach Road Antoinette Drive Type of Roadway NCDOT major arterial Local Road Roadway Planning Capacity 41,639 N/A (AADT) Latest Traffic Volume (AADT) 33,500 N/A Latest WMPO Point -in -Time 41,232 (08/22) N/A Count (DT) Current Level of Congestion Nearing Capacity N/A Source of Planning Capacity: WMPO Sources Source of Latest Traffic Volume: NCDOT (2021) (for Carolina Beach Road) Source of WMPO Point -in -Time County: WMPO (2022) NEARBY NCDOT STIP ROADWAY PROJECTS U-5702B — S. College Rd. - Access management and time travel improvements along Improvements College Road between Shipyard Boulevard and Carolina (2025 Right-of-way Beach Road. acquisition & utilities) U-5790 — Monkey Junction - Project to convert the intersection of Carolina Beach Road Intersection and Roadway and College Road to a continuous flow intersection. Improvements (2029 Right-of-way - The project includes widening Carolina Beach Road south acquisition & utilities) of the intersection to Sanders Road. - Construction of multi -use path extending from Antoinette Drive to Willoughby Park Road on the north side of W5703-C — Carolina Beach Carolina Beach Road. Road between Antoinette - Sidewalk on the west side of Carolina Beach Road from Drive and Willoughby Park the Royal Palms Mobile Home Park to Antoinette Drive. Road. - High visibility crosswalks and lighting at the northernmost Walmart Driveway and Antoinette Drive. TRAFFIC GENERATION Traffic Generated by Potential Present Designation Traffic Generated Impact of p by Proposed Proposed R-15 B-2 Designation Designation AM Peak Hour Trips 16 59 87 +12 PM Peak Hour Trips 22 165 109 -78 Z23-17 Staff Report BOC 10-2-2023 Page 7 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 7 Typical Development with Existing Zoning — 23 single family detached dwellings and 25,000 sq ft of retail Assumptions Proposed Development — 35 single family attached dwellings and 165 apartment units Sources Source of Trip Generation: ITE Trip Generation Manual, 11 th Ed. TRAFFIC IMPACT ANALYSIS (TIA) New developments that are anticipated to generate more than 100 trips during any peak hour period are required to submit a traffic impact analysis (TIA) as part of their rezoning application. A team of NCDOT, WMPO, and County planning staff work with an applicant's traffic engineers to develop the scope for the TIA, including the study area, the traffic data which must be collected, trip distribution, and the developments and background traffic growth that must be analyzed. This document is used to identify off -site transportation improvements required to mitigate the impacts of the development and must be approved by the WMPO and NCDOT. Approval Date June 28, 2023 Development Proposal 165 apartments and 35 townhomes Analyzed - US 421 and Antoinette Drive (signalized) - US 421 and Service Road (unsignalized — near car wash) - US 421 and NC 132 (College Road)/SR 1521 (Piner Road) (signalized) Study Intersections - US 421 and Service Road (signalized — near Fire Station) - Service Road and Site Access 1 (unsignalized- existing car wash exit) - Antoinette Drive and Site Access 2 (unsignalized) - 87 AM peak hour trips Trip Generation - 109 PM peak hour trips - 1,349 average daily trips Traffic Data Collection Thursday, January 12, 2023 Z23-17 Staff Report BOC 10-2-2023 Page 8 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 8 Trip Distribution and Assignment - 30% to and from the west on US 421 - 35% to and from the north on College Rd - 5% to and from the east on Piner Road - 20% to and from the south on US 421 - 1 0% to and from the north on Retail Center Drive - Townes at Park Place (88 townhomes) - Planned Roadway/Intersection Improvements o None as part of Townes at Park Place Approved Developments & o W5703-C (NCDOT STIP, sidewalk and multi -use Background Growth path project extending from Antoinette Drive to Willoughby Park Road) - Full Build — 2024 - Growth Rate — 1 % per year US 421 and Antoinette Drive - - Construct a northbound left turn lane on SR 1 247 (Antoinette Dr) with 200 feet of storage, appropriate full - width deceleration and taper. - Provide a four -section flashing yellow arrow for the northbound and southbound left turn lanes. - Modify the signal plan to accommodate the above improvements. US 421 and Service Road (unsignalized, near car wash) — Required Improvements - No improvements recommended US 421 and NC 132 (College Road) (signalized) - - No improvements recommended US 421 and Service Road (signalized- near fire station) - No improvements recommended Z23-17 Staff Report BOC 10-2-2023 Page 9 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 9 Required Improvements continued SUMMARY Service Road and Site Access 1 (unsignalized- existing car wash exit) — - Construct Site Access 1 (northbound approach) with one ingress lane and one egress lane, connecting to the existing car wash access. Antoinette Drive and Site Access 2 (unsignalized) — - Construct Site Access 2 (westbound approach) with an internal protected stem of 50 feet, measured from the right-of-way line, and one ingress lane and one egress lane. - Provide stop control for the westbound approach. The proposed project is located along a major arterial highway that is currently nearing planning capacity; and the Monkey Junction intersection improvement project has been delayed, with right- of-way acquisition and utility work not scheduled until 2029. The applicant has had a TIA approved by the NCDOT and WMPO requiring some roadway improvements, including signal improvements, protected stems, stop control and site design. The development will connect internally with other neighborhoods through private roads in the Townes at Park Place development to allow for other access points onto Carolina Beach Road via Antoinette Drive, which is signalized for full movement. The lack of available NCDOT data indicates that Antoinette Drive does not currently experience heavy enough traffic volumes to warrant monitoring. While there is no specific data available to indicate current or anticipated impacts to roadway capacity for Antoinette Drive, the estimated trips generated by both the proposed development and neighboring Townes at Park Place will increase traffic on the local road. The TIA that was completed for this proposed development took into consideration the impact of traffic from the planned Townes at Park Place Development in the final requirements of road improvements. ENVIRONMENTAL • The property is not within a Natural Heritage Area. • The property is within the Motts Creek watershed. • There is a stream on the property, marked on the concept plan. • Per the Classification of Soils in New Hanover County for Septic Tank Suitability, soils on the property consist of Class I (suitable), Class II (moderate) and Class III (severe) soils; however, the project is expected to be served by public water and sewer. Z23-17 Staff Report BOC 10-2-2023 Page 10 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 10 OTHER CONSIDERATIONS Schools • Students living in the proposed development would be assigned to Bellamy Elementary School, Myrtle Grove Middle School, and Ashley High School. Students may apply to attend public magnet, year-round elementary, or specialty high schools. • A maximum of 23 dwelling units would be permitted under the current R-15 zoning base density, and 200 units could potentially be developed under the proposed zoning for an increase of 177 dwelling units. Based on a generalized historic generation rate*, staff would estimate that the increase in homes would result in approximately 39 additional students than would be generated under current zoning. The general student generation rate provides only an estimate of anticipated student yield as different forms of housing at different price points yield different numbers of students. Over the past four years, staff has also seen a decline in the number of students generated by new development. Student numbers remained relatively stable between 2015 and 2020 (excepting the impacts of the COVID-19 pandemic), while 14,500 new residential units were permitted across the county. In addition, the student population is anticipated to only grow by approximately 1,300 students over the next 10 years based on the most recent New Hanover County Schools Facility Needs Study. Development Type Intensity Estimated Student Yield (current general student generation rate) Existing Development Undeveloped Approximate** Total: 0 (0 elementary, 0 middle, 0 high) Typical Development Under 23 residential units Approximate** Total: 5 Current Zoning (2 elementary, 1 middle, 2 high) Proposed Zoning 200 residential units Approximate** Total: 44 (18 elementary, 10 middle, 14 high) *The current general student generation rate was calculated by dividing the New Hanover County public school student enrollment for the 2022-2023 school year by the number of dwelling units in the county. Currently, there are an average of 0.22 public school students (0.09 for elementary, 0.05 for middle, and 0.07 for high) generated per dwelling unit across New Hanover County. These numbers are updated annually and include students attending out - of -district specialty schools, such as year-round elementary schools, Isaac Bear, and SeaTech. **Because the student generation rate often results in fractional numbers, all approximate student generation yields with a fraction of 0.5 or higher are rounded up to a whole number and yields with a fraction of less than 0.5 are rounded down. This may result in student numbers at the elementary, middle, and high school levels not equaling the approximate total. Since the residential components associated with the proposed rezoning are likely to have a build -out date within 5 years per the Traffic Impact Analysis, staff has outlined existing school capacity to provide a general idea of the potential impact on public schools. Staff has provided information on existing school capacity to provide a general idea of the potential impact on public schools, but these numbers do not reflect any future capacity upgrades. Z23-17 Staff Report BOC 10-2-2023 Page 11 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 11 School Enrollment* and Capacity** (2022-2023 School Year) Total Enrollment of Capacity of Capacity of Funded or Level NHC School Assigned Assigned Assigned Planned Capacity School School School Capacity w/Portables Upgrades Elementary 91 % Bellamy 556 515 108% None Middle 92% Myrtle Grove 640 747 86% None High 98.5% Ashley 1983 1990 99.6% None *Enrollment is based on the New Hanover County Schools student numbers for the 2022-2023 school year. **Capacity calculations were determined based on the capacities for the 2022-2023 school year, and funded or planned capacity upgrades were those included in the Facility Needs Study presented by New Hanover County Schools to the Board of Education in January 2021. This information does not take into account flexible scheduling that may be available in high school settings, which can reduce the portion of the student body on campus at any one time. • The 2021 facility needs survey prepared by Schools staff indicates that, based on NC Department of Public Instruction (DPI) student growth projections and school capacity data, planned facility upgrades, combined with changes to student enrollment patterns, will result in adequate capacity district wide over the next ten years if facility upgrades are funded. I New Hanover County Strategic Plan I On July 17, 2023, the Board of Commissioners adopted a new strategic plan for Fiscal Years 2024- 2028. This plan focuses on three core areas: workforce and economic development, community safety and well-being, and sustainable land use and environmental stewardship. Strategic Plan Outcomes Relevant to Proposal Analysis The strategic objective to achieve this desired outcome includes the provision of a variety of housing options. The proposed CZD RMF-M Through planned growth and development, rezoning will provide new multi -family and residents have access to their basic needs. attached single-family homes in an area of the county that is largely single-family, detached and can aid in achieving the target of increasing the housing supply to a level of one residential unit per every two residents. While the conceptual plan included as part of the proposed rezoning shows an existing Natural areas and critical environmental stream crossing the site, the proposed features are enhanced and protected. development is designed to minimize impacts to the stream, and no wetlands or floodplain areas have been identified on site. Z23-17 Staff Report BOC 10-2-2023 Page 12 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 12 Representative Developments Representative Development of R-15 & B-2 (Existing Zoning): Cottage Grove B-2 Shopping Plaza in Monkey Junction Z23-17 Staff Report BOC 10-2-2023 Page 13 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 13 Representative Developments of RMF-M Amberleigh Shores Woodlands at Echo Farms (Townhomes) Z23-17 Staff Report BOC 10-2-2023 Page 14 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 14 Context and Compatibility • The property is located in one of the county's more densely developed corridors and within one of the three growth nodes identified in the Comprehensive Plan. • The property is located to the west of the Monkey Junction Intersection and is accessed by a service road that connects the property to Carolina Beach Road, with proposed connections to neighboring development. • While the western part of the property was zoned for lower density residential development in the early 1 970's, both public water and sewer services are now available, which makes this area less likely to be developed for low -density residential. • Additionally, the configuration of the B-2 portion of the site reduces the likelihood of future commercial development. • The adjacent Townes at Park Place, a moderate density townhome project which recently received TRC approval, is anticipated to begin construction beginning in late 2023 or early 2024. This project was rezoned to a Conditional RMF-M district in January 2020. • This proposed higher density project is more compatible with the Monkey Junction growth node, in which higher intensity uses already exist and higher density housing is recommended. This higher density housing will provide a transition from the denser commercial development to the lower density housing further from Monkey Junction. • The application states that the proposed site plan places the taller buildings internal to the site while providing townhouses adjacent to the single-family properties. However, there are some townhouse units closer to the service road access point. While often more common to place higher -density housing closer to commercial corridors and transition to lower density farther back, this site layout is intended to be more compatible with the adjacent uses and densities. The placement of the taller buildings internal to the site reduces the visual impact of the development on adjacent uses. • Traffic traveling westbound on Carolina Beach road will use the Antoinette Drive connection, through the Townes at Park Place. • NCDOT's planned improvements to the Monkey Junction area in the coming years are anticipated to alleviate traffic concerns in this area. However, NCDOT is not anticipated to begin right-of-way acquisition until 2029. • Required setbacks and transitional buffers provide additional mitigation for aesthetic effects along the property boundaries. Multi -family residential developments require transitional buffers where the site abuts single-family residential, consisting of vegetation, berms, or fences with vegetation. Z23-17 Staff Report BOC 10-2-2023 Page 15 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 15 2016 COMPREHENSIVE PLAN The New Hanover County Future Land Use Map provides a general representation of the vision for New Hanover County's future land use, as designated by place types describing the character and function of the different types of development that make up the community. These place types are intended to identify general areas for particular development patterns and should not be interpreted as being parcel specific. IV MCI WIWI h 1 ► q I\f� f1� f�i� � �s � o G�►��► ��� *ems►+'�i ' �i,�� �� 1 i� +s ►� �4>► � � Q� �+ q ♦ s I� ��y� I�� J � iar�Ralr■r�*tip � {I[ j �� � . � i*17 ° 1,`•;,� ~ �� 1 i iin mnnt ' ■iorrr '`us-... .�amq ��nr �►rii�i� ply r�r �isIQ1 111111 n1 ii± !�`i■Future land Use ♦� ♦�►.: {ram y ��,�1j1.�jGENERAL RESIDENTIAL �1{If11'yl a �r11► S11 ��1111,1 sOfln �1l1111luir■u■... Urban Mixed Use and General Residential Future Land Use Because of the general nature of place type borders, sites located in Map Place Type proximity to the boundaries between place types could be appropriately developed with either place type, allowing site -specific features and evolving development patterns in the surrounding area to be considered. Urban Mixed Use: promotes development of a mix of uses at higher densities. Types of uses encouraged include office, retail, mixed use, small recreation, commercial, institutional, single-family, and multi -family residential. Place Type Description General Residential: focuses on lower -density housing and associated civic and commercial services. Types of uses include single-family residential, low density multi -family residential, light commercial, civic, and recreational. Commercial uses should be limited to strategically located office and retail spaces, while recreation and school facilities are encouraged throughout. Z23-17 Staff Report BOC 10-2-2023 Page 16 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 16 The proposed townhome and apartment development is located along the Carolina Beach Road corridor, accessed by a service road. The site is located within the Monkey Junction Growth Node, identified as a high growth area in the Comprehensive Plan. The site is adjacent to a similar townhome development, The Townes at Park Place (Z18-16, approved in 2020), which is expected to be developed in late 2023-early 2024. Generally, the Comprehensive Plan designates areas along major roadways for higher residential densities. This site is located into two place types, General Residential and Urban Mixed use and could be appropriately developed with either place type. The overall project density of 15.8 dwelling units per acre is in the middle of the recommended densities of the General Residential place type of no more than 8 units per acre, and the Urban Mixed Use place type of no more than 25 units per acre. The adjacent similar townhome development is Analysis designed with a density of 10.4 units per acre. The mix of housing types within the proposed development provides for more choice in housing, which is recommended by the Comprehensive Plan. Additionally, the project's layout proposes the higher -density portion of the site closer to adjacent higher -density townhome project. While the B-2 zoning is appropriate within the Urban Mixed Use place type, this site's unique layout and parcel shape make it less likely to be developed for a general business or retail use. The proposed RMF-M district and project are in line with the Comprehensive Plan's recommendations for the Urban Mixed Use place type. While the proposed project's density is lower than recommended for the Urban Mixed Use place type, it is higher than that which is recommended for General Residential; this proposed project fits in between the two place types. The application provides for the type of use and density that is appropriate within this area and within the Monkey Junction Growth node. The proposed RMF-M zoning is generally CONSISTENT with the 2016 Comprehensive Plan because the district is more in line with the densities Consistency recommended for Urban Mixed Use areas, especially in growth nodes, than Recommendation the existing residential zoning. Additionally, the mix of housing types within the development could provide housing choice and an appropriate transition from the commercial node to the single-family residences to the south and west. Z23-17 Staff Report BOC 10-2-2023 Page 17 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 17 PLANNING BOARD ACTION The Planning Board considered this application at the September 7, 2023 meeting. Several members of the public spoke in opposition to the request, citing concerns with traffic and stormwater. The Planning Board voted to recommend approval of the petition (6-0) with the condition noted below. The Planning Board found it to be CONSISTENT with the 2016 Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use area, especially in growth nodes, than the existing residential zoning. The Board also found RECOMMENDING APPROVAL of the project was reasonable and in the public interest because the development would provide a mix of housing types and an appropriate transition from the commercial node to the single-family residences to the south and west. STAFF RECOMMENDATION Staff's recommendation is based on the policy guidance of the 2016 Comprehensive Plan, zoning considerations and technical review. The proposal includes a mix of housing types that appropriately sit in between the recommended densities for the General Residential place type and the Urban Mixed Use place types. The project does provide for additional connectivity through the Townes at Park Place development, but would generate traffic on Antoinette Drive. In addition, while the proposal does provide for additional higher -density housing (than currently zoned), the Comprehensive Plan generally recommends for even higher density housing within the identified growth nodes to address the County's need for more housing. Staff concurs with the Planning Board's recommendation and suggests the following motion: I move to APPROVE the proposed rezoning. I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use areas, especially in growth nodes, than the existing residential zoning. I also find APPROVAL of the rezoning request is reasonable and in the public interest because the development would provide a mix of housing types and an appropriate transition from the commercial node to the single- family residences to the south and west. Proposed Condition: 1. Buildings will have a maximum height of three stories. Alternative Motion for Denial (If, based on information provided at the public hearing or other consideration beyond the scope of staff review, the Board finds denial appropriate) I move to DENY the proposed rezoning. While I find it to be CONSISTENT with the purposes and intent of the Comprehensive Plan because the district is more in line with the densities recommended for Urban Mixed Use areas, especially in growth nodes, than the existing zoning, I find DENIAL of the rezoning request is reasonable and in the public interest because the project increases traffic in an area which is experiencing congestion issues, with the main access on a service road which does not have full access to Carolina Beach Road. Z23-17 Staff Report BOC 10-2-2023 Page 18 of 18 Board of Commissioners - October 2, 2023 ITEM: 7 - 2 - 18 III KA Case: Site Address: Existing Zoning/Use: Z23-17 5322 Carolina Beach Road B-2 & R-15 Proposed Zoning/Use: N RMF-M A -15 x IA V " * 'Zv , V A � -A� 0!: 4 .Brewster Lr �13. R OeI-W 4Z 0 A� e, OD (D 71 X Site Alp, -17 Parcels Within 510 Feet Tisbu ry LP 4. New Board of Comm-issionw N ap, H 'MR It. �1- `� - a Z23 Initial Application Documents & Materials Board of Commissioners - October 2, 2023 ITEM: 7 - 6 - 1 `SUPPLEMENTAL TO APPLICATION FILED JANUARY 30, 2023** y� NEW HANOVER COUNTY71 �z DEPARTMENT OF PLANNING & LAND USE + 230 Government Center Drive, Suite 110 Wilmington, North Carolina 28403 Telephone (910) 798-7165 nhcgov.com/528/Planning-Land-Use CONDITIONAL ZONING APPLICATION This application form must be completed as part of a conditional zoning application submitted through the county's online COAST portal. The main procedural steps in the submittal and review of applications are outlined in the flowchart below. More specific submittal and review requirements, as well as the standards to be applied in reviewing the application, are set out in Section 10.3.3 of the Unified Development Ordinance. 1. Applicant and Property Owner Information Applicant/Agent Name Owner Name (if different from Applicant/Agent) Adam G. Sosne, Member Company Company/Owner Name 2 MHMJ, LLC Address Address 6626-C Gordon Road City, State, Zip City, State, Zip Wilmington, NC 28411 Phone Phone Email I Email adam@mcadamshomes.net Page 1 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 1 2. Subject Property Information Address/Location Parcel Identification Number(s) 5322 Carolina Beach Road R07600-006-042-000 & R07606-003-002-000 Total Parcel(s) Acreage Existing Zoning and Use(s) Future Land Use Classification 12.68+1- acres B-2 & R-15 UmX 3. Proposed Zoning, Use(s), & Narrative Proposed Conditional Zoning District: RMF-M Total Acreage of Proposed District: 12.68 +I- acres Maximum Residential Density (if applicable) Maximum Non -Residential Square Footage (if applicable) 17 units per acre nla Please list all of the specific uses that will be allowed within the proposed Conditional Zoning Distrid, the purpose of the district, and a project narrative (attach additional pages if necessary). Note: Only uses permitted in the corresponding General Use District are eligible for consideration within a Conditional Zoning District. Uses that are allowed under the proposed zoning RMF-M are Dual -Unit Attached, Multi -Family, Quadraplex, Single -Family Detached, Triplex, Row -Style, and Two -Family (Duplex). *Please see attached narrative. Page 2 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 2 4. Proposed Condition(s) Note: Within a Conditional Zoning District, additional conditions and requirements which represent greater restrictions on the development and use of the property than the corresponding general use district regulations may be added. These conditions may assist in mitigating the impacts the proposed development may have on the surrounding community. Please list any conditions proposed to be placed on the Conditional Zoning District below. Staff, the Planning Board, and Board of Commissioners may propose additional conditions during the review process. None. 5. Traffic Impact Please provide the estimated number of trips generated for the proposed use(s) based off the most recent version of the Institute of Traffic Engineers (ITE) Trip Generation Manual. A Traffic Impact Analysis (TIA) must be completed for all proposed developments that generate more than 100 peak hour trips, and the TIA must be included with this application. Note: It is recommended that traffic generation numbers be reviewed by the WMPO prior to application to ensure that the most appropriate ITE land use code is identified and most recent generation rates have been applied. If numbers are verified, please attach a copy of the verification. If numbers have not been verified and the submitted generation numbers must be adjusted, this may result in the application being ineligible to move forward to the intended Planning Board agenda. ITE Land Use(s): Apartments & Townhomes Trip Generation Use and Variable (gross floor area, dwelling units, etc.) Apartments: 165 units & Townhomes: 35 units = 200 total units AM Peak Hour Trips: Apts: 84 &Twhms: 15 PM Peak Hour Trips: Apts: IO2 & Twhms: 18 Page 3 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 3 6. Conditional Zoning District Considerations The Conditional Zoning District procedure is established to address situations where a particular land use would be consistent with the New Hanover County 2016 Comprehensive Plan and the objectives outlined in the Unified Development Ordinance and where only a specific use or uses is proposed. The procedure is intended primarily for use with transitions between zoning districts of dissimilar character where a particular use or uses, with restrictive conditions to safeguard adjacent land uses, can create a more orderly transition benefiting all affected parties and the community at -large. The applicant must explain, with reference to attached plans (where applicable), how the proposed Conditional Zoning district meets the following criteria. 1. How would the requested change be consistent with the County's policies for growth and development, as described in the 2016 Comprehensive Plan, applicable small area plans, etc. See attached. 2. How would the requested Conditional Zoning district be consistent with the property's classification on the 2016 Comprehensive Plan's Future Land Use Map. See attached. Page 4 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 4 I What significant neighborhood changes have occurred to make the original zoning inappropriate, or how is the land involved unsuitable for the uses permitted under the existing zoning? See attached. Page 5 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 5 Staff will use the following checklist to determine the completeness of your application. Please verify all of the listed items are included and confirm by initialing under "Applicant Initial'. If an item is not applicable, mark as "N/A". Applications determined to be incomplete must be corrected in order to be processed for further review; Staff will confirm if an application is complete within five business days of submittal. Application Checklist Applicant Initial C! This application form, completed and signed (all property owners must sign signatory page) C2i Application fee: • $600 for 5 acres or less • $700 for more than 5 acres • $300 in addition to base fee for applications requiring TRC review C Community Information Meeting Report (complete and signed by agent or all property owners) Traffic Impact Analysis if applicable (use of attached report document is recommended; • The official TIA approval letter is recommended prior to this item being placed on the Planning Board meeting agenda. The Planning Board may choose to continue the hearing until the official TIA approval letter is provided. • The official TIA approval letter is rewired prior to this Ftem being placed on the Board of Commissioners meeting agenda. J Legal description (by metes and bounds) or recorded survey Map Book and Page Reference of the property requested for rezoning IN Conceptual Plan including the following minimum elements [Note: If elements beyond the minimum requirements are shown on the concept plan they may be considered conditions of approval if not eligible for approval as minor deviations]: Tract boundaries and total area, location of adjoining parcels and roads • Proposed use of land, building areas and other improvements For residential uses, include the maximum number, height, and type of units; area to be occupied by the structures; and/or proposed subdivision boundaries. For non-residential uses, include the maximum square footage and height of each structure, an outline of the area structures will occupy, and the specific purposes for which the structures will be used. • Proposed transportation and parking improvements; including proposed rights -of - way and roadways; proposed access to and from the subject site; arrangement and access provisions for parking areas. • All existing and proposed easements, required setbacks, rights -of -way, and buffers. • The location of Special Flood Hazard Areas. • A narrative of the existing vegetation on the subject site including the approximate location, species, and size (DBH) of regulated trees. For site less than 5 acres, the exact location, species, and sized (DBH) of specimen trees must be included. • Approximate location and type of stormwater management facilities intended to serve the site. • Approximate location of regulated wetlands. • Any additional conditions and requirements that represent greater restrictions on development and use of the tract than the corresponding general use district regulations or additional limitations on land that may be regulated by state law or local ordinance Page 6 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 6 10 Documentation on soil types and infiltration rates if underground stormwoter facilities proposed ® One (1) digital PDF copy of ALL documents AND plans 7. Acknowledgement and Signatures By my signature below, I understand and accept all of the conditions, limitations, and obligations of the Conditional Zoning District zoning for which I am applying. I understand that the existing Official Zoning Map is presumed to be correct. I certify that this application is complete and that all information presented in this application is accurate to the best of my knowledge, information, and belief. If applicable, I also appoint the applicant/agent as listed on this application to represent me and make decisions on my behalf regarding this application during the review process. The applicant/agent is hereby authorized on my behalf to: �. Submit an application including all required supplemental information and materials; 2. Appear at public hearings to give representation and comments; 3. Act on my behalf without limitations with regard to any and all things directly or indirectly connected with or arising out of this application; and 4. Provide written consent to any and all conditions of approval. Sig na ure of Property Owner(s) Signature of Applicani/Agent MHMJ, LLC, Adam Sosne, Member Print Nome(s) Print Name Note: This form must be signed by the owner(s) of record. if there are multiple property owners, a signature is required for each owner of record. Note: if changes are made to the proposal after the application completeness determination that require additional staff review and vetting, the proposal will be ineligible to move forward to the intended Planning Board agenda. No changes will be accepted by staff after the applications are posted at the time of public notice. If an applicant requests delay of consideration from the Planning Board or Board of County Commissioners before notice has been sent to the newspaper, the item will be calendared for the next meeting and no fee will be required. If delay is requested after notice has been sent to the newspaper, the Board will act on the request at the scheduled meeting and are under no obligation to grant the continuance. if the continuance is granted, a fee in accordance with the adopted fee schedule as published on the New Hanover County Planning website will be required. Page 7 of 7 Conditional Zoning District Application — Updated 06-2023 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 7 3. Proposed Zoning, Use(s), & Narrative Please list the uses that will be allowed within the proposed Conditional Zoning District, the purpose of the district, and a project narrative. MHMJ, LLC as owner of approximately 12.68 acres known as 5322Carolina Beach Road (R07600- 006-042-000 & RO7606-003-002-000) is requesting a conditional rezoning from Highway Business (B-2) and Residential - 15 (R-15) to Residential Multi -Family Moderate Density (RMF-M) for a mixed housing type residential project consisting of 165 multi -family units and 35 single family townhomes for a total of 200 residential units. The RMF-M district accommodates moderate density single-family and multi -family development with a density of 17 units/acre. This project is approximately 15.8 units/acre. The RMF-M district is intended to function as a transition between intensive nonresidential development and higher density residential development, as well as providing a reasonable range of choice, type, and location of housing units. Adjacent properties are currently zoned B-2 and R-10 with a nearby property recently rezoned to RMF-M. The majority of the property is classified as Urban Mixed Use on the Future Land Use Map. The Urban Mixed Use place type is intended to promote a mix of retail, office, and residential at higher densities. While mixed uses are encouraged on the same, parcel, they can be adjacent or separated by lower traffic roads. The rezoning request for RMF-M would allow desired higher density residential to be placed adjacent or in close proximity to retail and office uses, creating a mixed -use area within the growth node. Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 8 Zoning Map Amendment Application for 5322Carolina Beach Road (R076OO-006-042-000 & R07606-003-002-000) 1. How would the requested change be consistent with the County's policies for growth and development, as described in the 2016 Comprehensive Plan, applicable small area plans, etc.? This proposed zoning change from B-2 & R-15 to Residential Multi -Family — Moderate Density (RMF-M) would be consistent with multiple goals and policies on the 2016 Comprehensive Plan. It would help to revitalize commercial corridors and blighted areas through infill development. It would promote environmentally friendly growth by clustering development and minimizing impacts on natural resources via infill and redevelopment and it would provide housing opportunities in a growth node close to transit, employment, and services. •• h] ii. .tllrf w•. iue . ..� •• „ems ,a ' n � •-� rw rw• ni - us. w6 a wr �•yM ra r.a>•,r.. - ` cur.« r.r ,y' . «, .:.»- • ,. mow, a This zoning change would provide for a mix of housing types and mix of uses within the Monkey Junction Growth Node as contemplated by the 2016 Comprehensive Plan. The proposed change would also allow for a more modern development pattern of the area as the development would have to comply with all of New Hanover County's land use and planning regulations including the traffic impact analysis mitigation as well as updated stormwater systems and landscaping. Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 9 Zoning Map Amendment Application for 5322Carolina Beach Road (R07600-006-042-000 & R07606-003-002-000) 2. How would the requested zoning change be consistent with the property's classification on the 2016 Comprehensive Plan's Future Land Use Map? The property is located within the Monkey Junction Growth Node at the intersection of S. College Road and Carolina Beach Road which is already a commercial center and has the opportunity to be a more dense area of development in the southern part of the county. This area is part of the unincorporated county but is in close proximity to city limits, making redevelopment with taller buildings and a more urban -design style appropriate. The proposed site plan places the taller buildings internal to the site or adjacent to the neighboring commercial and multi-fmaily zonings while providing townhouse units adjacent to the single-family properties. Place Types COMMERCE ZONE ■ EMPLOYMENT CENTER GENERAL RESIDENTIAL URBAN MIXED USE COMMUNITY MIXED USE RURAL RESIDENTIAL CONSERVATION The majority of the property is classified as Urban Mixed Use on the Future Land Use Map. The Urban Mixed Use place type is intended to promote a mix of retail, office, and residential at higher densities. While mixed uses are encouraged on the same, parcel, they can be adjacent or separated by lower traffic roads. The rezoning request for RMF-M would allow desired higher density residential to be placed adjacent or in close proximity to retail and office uses, creating a mixed -use area within the growth node. Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 10 Zoning Map Amendment Application for 5322Carolina Beach Road (RO76OO-006-042-000 & R07606-003-002-000) 3. What significant neighborhood changes have occurred to make the original zoning inappropriate, or how is the land involved unsuitable for the uses permitted under the existing zoning? The property is currently zoned B-2 & R-15. R-15 has a maximum density of 2.5 units/acre; however, the property is undeveloped. RMF-M has a maximum density of 17 units/acre while the proposed project has a density of 15.8 units/acre. Adjacent properties are currently zoned B-2 and R-10 with a nearby property recently rezoned to RMF-M with a density of 10.4 units/acre. RMF-M on this property would serve as an appropriate transition between the zoning districts as well as comply with the Future Land Use Map classification of Urban Mixed Use within a Growth Node. Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 11 rnm corm NEW HANOVER COUNTY r<< PLANNING & LAND USE A UTHORIT YFOR APPOINTMENT OFAGENT 230 Government Center Drive Suite 110 Wilmington, NC 28403 910-798-7165 phone 910-798-7053 fax www.nhegov.corn Please note that for quasi-judicial proceedings, either the land owner or an attorney must be present for the case at the public hearing. The undersigned owner does hereby appoint an authorized the agent described herein as their exclusive agent for the purpose of petitioning New Hanover County for a variance, special use permit, rezoning request, and/or an appeal of Staff decisions applicable to the property described in the attached petition. The Agent is hereby authorized to, on behalf of the property owner: l . Submit a proper petition and the required supplemental information and materials 2. Appeal at public meetings to give representation and commitments on behalf of the property owner 3. Act on the property owner's behalf without limitations with regard to any and all things directly or indirectly connected with or arising out of any petition applicable to the New Hanover County Zoning Ordinance. This document was willfully executed on the __3 4^ day of x Owner 1 Signature January 23 Owner 2 Signature ,20 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 12 09: 14 NEW HANOVER COUNTY PLANNING & LAND USE r� 7\ �f A UTHORITY FOR .4„0,,,,' APPOINTMENT OF AGENT Print Form 230 Government Center Drive Suite 110 Wilmington, NC 28403 910-798-7165 phone 910-798-7053 fax www.nhcgov.com Please note that for quasi-judicial proceedings, either the land owner or an attorney must be present for the case at the public hearing. The undersigned owner does hereby appoint an authorized the agent described herein as their exclusive agent for the purpose of petitioning New Hanover County for a variance, special use permit, rezoning request, and or an appeal of Staff decisions applicable to the property described in the attached petition. The Agent is hereby authorized to, on behalf of the property owner: . Submit a proper petition and the required supplemental information and materials 2. Appeal at public meetings to give representation and commitments on behalf of the property owner 3_ Act on the property owner's behalf without limitations with regard to any and all things directly or indirectly connected with or arising out of any petition applicable to the New Hanover County Zoning Ordinance. Agent Fnformation Property Owner(s) Subject Property Name Owner Name Address Garry Pape Adam G. Sosne, Member 5322 Carolina Beach Road Company Owner Name 2 Cit), Stale. Zip GSP Consulting, PLLC MHMJ, LLC Wilmington, NC 28412 Address Address Parcel ID 6626 Gordon Road, Unit C 6626 Gordon Road, Unit C 00 - City, Stare, Zip City, State, zip Wilmington, NC 28411 Wilmington, NC 28411 to _ 03 _ _ Phone Phone (910)442-7870 (910)799-3006 Email Email gpape@gsp-consulting.com adam@mcadamshomes.com Case Number Reference: Date/Time received: Received by: This document was willfully executed on the 3 04'' Owner I Signature January 23 day of , 24 Owner 2 Signature Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 13 "; NEW HANOVER COUNTY DEPARTMENT OF PLANNING & LAND USE y 230 Government Center Drive, Suite 1 10 Wilmington, North Carolina 28403 Telephone (910) 798-7165 Nhcgov.com/528/Planning-Land-Use 'w11IU111>>.:. TRAFFIC IMPACT ANALYSIS REPORT Applicants are encouraged to fill out this report in addition to providing the required Traffic Impact Analysis to allow for efficient staff review and Board consideration of your application. Address/Location 5532 Carolina Beach Approval Date Under review, Preliminarily Road Accepted with request for addition analysis Development Proposal Analyzed (number and type of residential units and/or square footage and land use code of non-residential structures) 35 Single Family homes, 165 Low Rise Apartments Study Intersections US 421 at Antoinette. US 421 at Service Road(right-in/right-out) US 421 at NC 132 US 421 at Service Road(Signalized SB leftover) Service Road at Car Wash/Site Shared Driveway Traffic Data Collection Date(s) Thursday Jan 12. 2023 Trip Generation ITE 11 th Edition using NC DOT Congestion Management Rate/Equation. See Table Excerpt below. I able . Average Weekday Diriveway Volumes 24 How AM Peak Phi Peak Two-m.Vay Hour Hour Land Use I[TE Land Data Use code Size Source Volume Enter Exit Enter Exit AttBtntd Housing 215 35 U� Eq�ua6ion" 21r. 4 9 10 T INaditt D�� A*.t Nangg 2:'0 ' 65 1 133 18 56 58 34 otiv-Rise1 lnrts Equation Page 1 of 2 Community Information Meeting Report — Approved 06-2022 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 14 Trip Distribution and Assignment 30% to/from the west on US 421 35% to/from the north on College Road 5% to/from the east on Piner Road 20% to/from the south on US 421 10% to/from the north on Retail Center Drive Approved Developments Considered The Towns at Park Place. 88 Townhomes Planned Roadway/Intersection Improvements Considered NCDOT W5703-C. Sidewalk project. nr impact to traffic analysis. Approved Background Growth Rate ' .0 Required Improvements (with phasing if proposed) Retime existing intersection for impacts to WB left turn Page 2 of 2 Community Informotion Meeting Report — Approved 06-2022 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 15 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 NEW HANOVER COUNTY DEPARTMENT OF PLANNING & LAND USE 230 Government Center Drive, Suite 110 Wilmington, North Carolina 28403 Telephone (910) 798-7165 Nhcgov.com/528/Planning-Land-Use COMMUNITY INFORMATION MEETING REPORT This Community Information Meeting Report must be submitted with the application for a conditional rezoning, planned development, or intensive industry special use permit in order for the application to be deemed complete. Address/Location Parcel Identification Number(s) 5322 Carolina Beach Road R07600-006-042-000 & R07606-003-002-000 Meeting Date and Time August 22, 2023 at 5:30 PM Format (Virtual, In -Person, Hybrid) Location if In -Person or Hybrid In -Person 4853 Masonboro Loop Road (Harbor Church) Selection Criteria for Location The location is near the property proposed for the rezoning. Meeting Summary Issues and Concerns Discussed at Meeting The attendees asked the Development Team questions about the project regarding traffic, stormwater, and tree removal. Traffic: The Development Team explained the process for a TIA and that, if approved, the project would be required to comply with the approved TIA. The property has access to the service road and a connection through the adjacent MFR-M project to Antoinette Drive as shown on the site plan. Stormwater: The Development Team explained current drainage patterns, the expected stormwater system, and that a stormwater system is required to be reviewed and constructed according to a permit after review by the appropriate agencies. Tree Removal: The Development Team explained that a tree survey was completed and a permit will be required for tree removal. The county code requires trees in buffer areas and a landscape plan to supplement the current vegetation. The attendees also raised general concerns over noise, crime, wildfire, and the market value of the surrounding properties. The Development Team provided information on the county's process for review of a conditional rezoning request. Board of Commissioners - October 2, 2023 Page 1 of 2 ITEM: 7 - 7CoAnunity Information Meeting Report — Approved 06-2022 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 List of Changes and Modifications Made to the Proposal in Response to Issues and Concerns (if no modifications were made, please explain why) No changes were made to the proposal in response to issues and concerns because the attendees did not raise any specific concerns regarding the site plan. Attendees were given the following email address for the opportunity to reach out with any questions or concerns: gordonroaddev.grovepark@gmail.com Report Attachments All of the following items must be submitted as part of the required community information meeting report in addition to this form. Checklist ® A list of names and addresses of attendees A list of the names and addresses of invitees and copies of any returned mailings received to date A copy of the mailed notice with all attachments ® A copy of all materials distributed or presented at the meeting The AV equipment did not work and so the presentation was emailed to all attendees who provided an email address. Acknowledgement and Signatures Applicant Initial AS AS AS AS By my signature below, I hereby certify that written notice of the community information meeting as described above was mailed and/or personal delivery to property owners withing 500 feet of the subject site as set forth on the attached list, by first class mail on [DATE] August 8, 2023 . A copy of the written notice is also attached. I also herby certify that the meeting summary and list of attendees is accurate and representative of the proceedings at the community information meeting. DocuSigned by: oasaoae Signature of Applicant or Applicant's Agent Adam Sosne Print Name 8/23/2023 Date Board of Commissioners - October 2, 2023 Page 2 of 2 ITEM: 7 - 7Cori&unity Information Meeting Report — Approved 06-2022 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 COMMUNITY MEETING SIGN -IN SHEET Conditional Rezoning Place/Room: Harbor UMC 4853 Masonboro Loop Rd Name Meeting Date: August 22, 2023 6:00 p.m. Address E-Mail (optlonal) �7_Rwz;1 - 551 Z. (AyJQQ0 'AIL j t� bQ nitl u N" air `1 i"6 T► s q� (A I 449_e__1( J�,4,0 97OLIT Z'bl% . K:�74 512 Page 1 of 5 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 18 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 t �'# ■ -` P ILW ir If, to > ' w * #' . r.jk di 47 +F. r A. t# I �. #h - # #a ,jib,, �,. BREWSTER -- QVFIT r*_ � ► ,� �� # :� � # � ti ..� � T1S(J . JR k}CL �ILU ��y �'�'�� 0 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 19 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 OWN1 Owner Address Owner city AHNEMAN CRAIG J GEORGETTE E 808 BREWSTER LN WILMINGTON, NC 28412 ALFORD SHARON LEE 902 DUNHILL LN WILMINGTON, NC 28412 ALVAREZ LUCIANO J J R CHARLA M D 717 BREWSTER LN WILMINGTON, NC 28412 AMATO LAUREN 813 TISBURY LN WILMINGTON, NC 28412 ANDOLSUN COSKUN PO BOX 2101 MANASSAS, VA 20108 AUSTIN HEIDI L WILLIAM F J R 711 BREWSTER LN WILMINGTON, NC 28412 BARRCO LLC 422 RIDGE RD WILMINGTON, NC 28412 BELL SANDRA KAYE 215 ANTOINETTE DR WILMINGTON, NC 28412 BENNETT COMMERCIAL PROP LLC 6601 MYRTLE GROVE RD WILMINGTON, NC 28409 BENTON CAROLYN J ETAL 328 HORSETAIL CT CALABASH, NC 28467 BEVILL ROBIN W 807 TISBURY LN WILMINGTON, NC 28412 BLAYLOCK JAMES W III DANAJ 909 KIWI LANE WILMINGTON, NC 28412 BOLTZ SAVANNAH W 717TISBURY LN WILMINGTON, NC 28412 BREWSTER PLACE HOAASSOC INC 2002 EASTWOOD RD 202 WILMINGTON, NC 28403 BRITTON LLC 1430 COMMONWEALTH DR SUITE 102 WILMINGTON, NC 28403 BROWN DERRICK KRISTIE 5000 SUN COAST DR WILMINGTON, NC 28411 BRUCEJONATHAN KAYLA 913 DUNHILL LN WILMINGTON, NC 28412 CEDAR AKITA MOUNTAIN LLC TRUSTEE 3225 MCLEOD DR SUITE 777 LAS VEGAS, NV 89121 CHINNIS SHARON P 922 KIWI LN WILMINGTON, NC 28412 CITRUS COVE HCIA INC 1202 LAKE PARK BLV N CAROLINA BEACH, NC 28428 COSSETTE J U DITH A 808 TISBURY LN WILMINGTON, NC 28412 DATEMA MORGAN J ETAL 811 BREWSTER LN WILMINGTON, NC 28412 DAVIS JAMES PATRICK 706 BREWSTER LN WILMINGTON, NC 28412 DAY TARAETAL 5504 TANGELO DR WILMINGTON, NC 28412 DICKEYTODD L ETAL 226 ANTOINETTE DR WILMINGTON, NC 28412 DUCSAY DANIELLE M 713 TISBURY LN WILMINGTON, NC 28412 DUFFYJANETT 921 KIWI LN WILMINGTON, NC 28412 DUNN RICHARD A DENISE M 306 ASHWORTH MANOR DR WILMINGTON, NC 28412 DYER KELLY F 718 TISBURY LN WILMINGTON, NC 28412 EDENS MELISSA A CHARLES B 5937 SWEET GUM DR WILMINGTON, NC 28409 EMBLERCHARLESAII HALEIGH CTURNER 815 BREWSTER LN WILMINGTON, NC 28412 ESCALERAJOSE I DIANE 918 KIWI LN WILMINGTON, NC 28412 FISCHERSHIRLEYA 810TISBURY LN WILMINGTON, NC 28412 FLEWWELLIN REBAA 718 BREWSTER LN WILMINGTON, NC 28412 FRANCE ROY R JACQULINE H PO BOX 16165 WILMINGTON, NC 28408 FROST STEVE M SHARON C 5512 TANGELO DR WILMINGTON, NC 28412 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 20 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 GAGNON DONALD A ETAL GARYANDREW E GARZA SI NAI GRAY DEBRA LYNN GRIMES CANDACE ETAL GROVE PARK PROPERTIES GRUBBS EMORY NICHOLAS III GURGANIOUS SHELVA DEANN HAMON BROOKS HARNED DONNA M HARRIS WILLIAM A HEUBACH CHARLENEAROGERA HEUER EDWIN HOLDERMAN STEPHANIE DANIELLE HUFFMAN ROBERTFRANKLIN JACK KALEN P JACKSON HELEN J ETAL JACKSON KATHLEEN JACKSON RONALD L J R ETAL J ERNIGAN ROBERT E CHARLENE D K & S CRISP PROPERTIES LLC KERR BEVERLYANN KERR MICHAEL S KIN LAW ROMONAB KNEEBONEJOEL R LATAWNYA KOOTMAN DAVID LEEJESSICAA LOUIS C ETAL LOGAN WILLIAM R DIANNEAREVTRUST LYNRICH ASSOCIATES LLC MADDEN TERRY MALE THOMAS C SR MANCARI JON VINCENT MARN KAITLYN M MARSHBURN LORI M MARTIN JOSEPH CLARE M MARTIN PHILLIP J II SARAH D MATAVA GARY J ETAL 711 TISBURY LN 715 TISBURY LN 913 KIWI LN 229 ANTOINETTE DR 819 BREWSTER LN 6424 RIVER VISTA DR 817 TISBURY LN 109 ANTOINETTE DR 206 ANTOINETTE DR 800 TISBURY LN 714 BREWSTER LN 918 DUNHILL LN 815 TISBURY LN 5600 CHOP WAY W 37 ANTOINETTE DR 210 ANTOINETTE DR 821 BREWSTER LN 205 ANTOINETTE DR 910 KIWI LN 26 ANTOINETTE DR 4301 FORWALTPL 705 TISBURY LN 814 BREWSTER LN 810 BREWSTER LN 804 TISBURY LN 3875 MONROEST 11980 VALLEY VIEW DR 100 RICHELIEU RD 5102 OLD MYRTLE GROVE RD 114 ANTOINETTE DR 30 ANTOINETTE DR 811 TISBURY LN 118 ANTOINETTE DR 804 BREWSTER LN 1 APPLE BLOSSOM LN 715 BREWSTER LN 4913 BERRY DR WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28409 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 CARLSBAD, CA 92008 NOKESVILLE, VA20181 WILMINGTON, NC 28412 WILMINGTON, NC 28409 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 NEW FAIRFIELD, CT6812 WILMINGTON, NC 28412 WILMINGTON, NC 28412 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 21 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 MCGOVERN MARIE BERNADETTE MCI NTYRE KATHRYN MEE KIMBERLY FAY MHMJ LLC MHMJ LLC MIDAS PROPERTIES MANAGEMENTLLC MILLIKEN KEVIN P MIMS LARRY E LESLEY M MINSHEW EDWARD MARCI MINTZ VONNIE RAY MULLEN PATRICK J DONNA MARIE NATIONAL RETAIL PROPERTIES LP NGO HUY NGO HUY H ETUX NUGENT MARSHALL TAYLER OLEARYKENNETH RJRSANDY M OLIVE CASSANDRAS ETAL PACKER TARA E PADILLA RAFAEL E OLGA M PALUSO ROXANNE PATRICK J PASTOREK DANA M PEPPER RUBY PERRYMAN MATTHEW N AN NA W PINER J EREMY POWELL DANNY M MARCIA L PRINCE CHARLES D LINDA M PROKOPOVICH MARISSA ETAL RACKLEY DEBORAH REISIG MICHAEL REN HANYU REYNOLDS ROBERTANN 0 RHEIN MICHAEL LESLIE K RIGGSJERRYTJR RILP NC2 LP ROBANCHO RODOLFO Y ROSEN ANNETTE DEE ROUTION ROGER WAYNE MARY GAITHER 806 TISBURY LN 110 ANTOINETTE DR 901 BREWSTER LN 6626 GORDON RD PO BOX 4548 2206 BRANDERWOOD DR 308 ANTOINETTE DR 716 BREWSTER LN 1 INDUSTRIAL DR 36 ANTOINETTE DR 25 ANTOINETTE DR 450 ORANGE AVE S SUITE 900 906 KIWI LN 5103 ESCUDERO 222 ANTOINETTE DR 102 ANTOINETTE DR 6216 STRAWFIELD DR 707 TISBURY LN 712 BREWSTER LN 710 BREWSTER LN 713 BREWSTER LN 117 ANTOINETTE DR 10809 BALLENTINE LN 507 CHARLOTTE AVE 5220 CAROLINA BEACH RD 5604 CHOP WAY W 816 BREWSTER LN 704 BREWSTER LN 910 DUNHILL LN 800 BREWSTER LN 237 ANTOINETTE DR 705 BREWSTER LN 105 ANTOINETTE DR 11995 EL CAMINO REAL 1216 SWEETCLOVER DR 720 BREWSTER LN 906 DUNHILL LN WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28411 WILMINGTON, NC 28406 GREENSBORO, NC 27407 WILMINGTON, NC 28412 WILMINGTON, NC 28412 SNOW HILL, NC 28580 WILMINGTON, NC 28412 WILMINGTON, NC 28412 ORLANDO, FL 32801 WILMINGTON, NC 28412 SAN ANTONIO, TX 78261 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28405 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 GLEN ALLEN, VA 23059 CAROLINA BEACH, NC 28428 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 SAN DIEGO, CA92130 WAKE FOREST, NC 27587 WILMINGTON, NC 28412 WILMINGTON, NC 28412 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 22 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 RUE WILLIAM SAPP KELLI A RICHARD G SASSER DON W REVOCABLE TR ETAL SAWICKI STEVEN D AMY L SCOTT KERI M JASON T SIZEMORE RALPH B MELINDAA SOFIELD STEPHEN B II JANET L SPIKE FREDERICK WAYNE KAREN E SPIVEYTAMMY M SPROLES BRANDON EDWARD MELISSA STEELEY MICHAEL P AMBER M STURTZ CARLIE N SUAREZ RAYMOND ALLEN ETAL SULLIVAN JUANITA SUMMER SAMUEL ETAL TAYLOR MARK A CHRISTINE M TAYLOR PATSY JOHNNY L TEUCHTLER THOMAS F J R THOMPSON KATHRYN L THORNTON MIRIAM P VALENTINE GLEN WALTERS LEWIS S HRS WATKINSJOYCEC WESNER WILLIAM N CHRISTINE M WHITAKER SCOTTA MICHELLE LEE WILLS MARGARETA W I LSON JAN ET G WILSON MELISSAM WOODS PRUDENCEJ REVTRUST WORMAN PHILLIP H LINDAL WRIGHTJOHNNIE L WUNDER SUSAN C ETAL YOU NTTON I TIMOTHY K ZASNEEDEN LLC ZASNEEDEN LLC 713 SEA CASTLE CT 708 BREWSTER LN 1509 MARSH COVE LN 237 NORMANDY DR 723 BREWSTER LN 914 KIWI LN 33 ANTOINETTE DR 925 DUNHILL LN 202 ANTOINETTE DR 2420 LAKESIDE CIR 309 ANTOINETTE DR 813 BREWSTER LN 802 TISBURY LN 5305 MARQUETTE DR 922 DUNHILL LN 917 DUNHILL LN 113 ANTOINETTE DR 5508 TANGELO DR 917 KIWI LN 709 TISBURY LN 803 TISBURY LN 3JOSEPHINEST 302 ANTOINETTE DR 3106 SCARBOROUGH DR 230 ANTOINETTE DR 233 NORMANDY DR 914 DUNHILL LN 905 KIWI LN 106 ANTOINETTE DR 29 ANTOINETTE DR 305 ANTOINETTE DR 707 BREWSTER LN 901 KIWI LN 130 J EFFERSON ST S SUITE 300 1015 ASHES DR SUITE 205 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28409 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28401 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 LISBON FALLS, ME 4252 WILMINGTON, NC 28412 WILMINGTON, NC 28409 WILMINGTON, NC 28412 WILMINGTON, NC 28403 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 WILMINGTON, NC 28412 CHICAGO, IL 60661 WILMINGTON, NC 28405 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 23 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 GSP CONSULTING August 8, 2023 RE: Community Meeting for Conditional Rezoning Request for property at 5322 Carolina Beach Road We invite you to join us for a community meeting for the proposed conditional rezoning of property located at 5322 Carolina Beach Road, Wilmington, North Carolina and identified as New Hanover County Parcels: R07600-006-042-000 & R07606-003-002-000. The current zoning of the property is B-2 (Highway Business District) and R-15 (Residential-15). The proposed conditional rezoning would be RMF-M (Residential Multi -Family Moderate Density) with a proposed density of 15.8 units/acre consisting of a mix of single family and multifamily residential units. Please reference the attached illustration of the concept site plan. We welcome the opportunity to discuss the proposed project with you at the community meeting where we will give a brief presentation and answer any questions. The community meeting will be held on August 22, 2023 from 5:30-6:30 p.m. at Harbor Church located at 4853 Masonboro Loop Road, Room 226 (East Lighthouse), Wilmington, North Carolina, 28409. If you cannot attend the community meeting, you can send questions and comments to gordonroaddev.grovepark@gmail.com. We look forward to seeing you at 5:30 p.m. on August 22, 2023 at: Harbor Church 4853 Masonboro Loop Rd Room 226 (East Lighthouse) Wilmington, NC 28409 6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 24 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 GENERAL NOTES: DEVELOPMENT DATA: 1. NEW HANOVER COUNTY PARCEL NOS.: TOTAL TRACT AREA = 552,552 S.F. = 12.68 AC.t PIN 313414.33.1323.000 / PID R07600-006-042-000 PROPOSED DENSITY PIN 313414.33.6735.000 / PID R07606-003-002-000 165 APARTMENT UNITS SITE ADDRESS: 5322 CAROLINA BEACH ROAD 35 TOWNHOME UNITS 200 UNITS/12.68 AC = 15.8 UNITS/AC 2, TOTAL TRACT AREA: 552,552 S.F. = 12.68 AC.t UNIT BREAKDOWN - 3. EXISTING ZONING DISTRICT: B-2 & R-15 5 APARTMENT BUILDINGS - 21-2BR = 105 UNITS PROPOSED ZONING DISTRICT: RMF-M 12-1BR = 60 UNITS SETBACKS: 9 TOWNHOME BUILDINGS - 18-38R = 18 UNITS FRONT SETBACK - 35' 17-2BR = 17 UNITS REAR SETBACK - 30' (3 STORY) 200 TOTAL UNITS & 358 TOTAL BEDROOMS SIDE SETBACK - 30' (STREET) PARKING - 20' SEPARATION BETWEEN STRUCTURES REQUIRED: 1.5 SPACES/1 BEDROOM UNIT & 2 SPACES/2 & 3 BEDROOM UNITS 4. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE =1.5x60 + 2040 = 370 SPACES REQUIRED PER FEMA FLOOD INSURANCE RATE MAP /3720313400K, EFFECTIVE DATE AUGUST 28, 2018. PROPOSED: 367 SURFACE SPACES + 12 GARAGE SPACES 5. LAND CLASSIFICATION: URBAN = 379 SPACES PROVIDED 6. THIS PROPERTY DOES NOT CONTAIN WETLANDS AS VERIFIED BY OPEN SPACE - THE UPACE. REQUIRED = 20% = 12.68 AC. x 0.20 = 2.54 AC PROVIDED = 2.54 AC. PROPOSED BUA - BLDG. HGTS. - 3 STORY MAXIMUM BUILDINGS - 109,200 S.F. UTILITY CAPACITY REQUESTS: PAVEMENT - 127,000 S.F. PROPOSED SEWER CAPACITY - CONCRETE - 20,200 S.F. 182 UNITS ® 240 GPD = 43,680 GPD AMENITIES - 15,000 S.F. 18 UNITS 0 360 GPD = 6,480 GPD TOTAL - 271,400 S.F. (49.1%) SEWER TOTAL = 50,160 GPD PROPOSED WATER CAPACITY - 200 UNITS 0 400 GPD = 80,000 GPD 9'06'52"W 34.35' s� Oro" ' N$ Ci • � n°� 09 a�°�$° ---------------1 %a i rn i rn I I � I I I i-STORY 33 UNIT I N ARTMENT BUILDING �T I 21-2 I 12-1 �E�ROOM EROOM I I I N/F MATAVA, GARY J. ETAL PID: R07600-006-043-000 DB 5531 PG 2200 ZONING: B-2 N50'08'20"E 321.11' I11111 Ill .. � 1 ■■ ■ lie' ■ r slot ` N/F GROVE PARK PROPERTIES P& R07600-006-041-000 08 4436 PC 547 ZONING. R--15 1 LP y N/F NATIONAL RETAIL �KOPERT1ES, LP PID. R07606 03-003-000 DB W66 PC 396 \ �ING: 13-2 / 050'09'11"E 247.58' — —�S — — SS— — —SS-- —cc— — — _ _SS— ss / 1 f r � 33g 4 ��1156.g2, r+ I La I -c,- --�f N/F ~0 w__186, -V 2 I BRITTON, LLC. PID: R07610-003-006-000 DB 5930 PG 2199 I ZONING: B-2 i N/F BENNETT COMMERCIAL PROP, LLC. PID: R07600-006-044-000 DB 2793 PG 719 N50'13'14"E 1465.66' ZONING: R-15 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i N7 cc —---------L------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Cn Cn • : I I 3-STORY 33 UNIT . 3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT I I N L-4` APARTMENT BUILDING — : APARTMENT BUILDING APARTMENT BUILDING APARTMENT BUILDING F= APAR-TMEN+ BUILDING I 21-2 ,BE ROOM . 21-2 BE OM 21-2 BE OM 21-2,BE ROOM 21-2�EQROOM 12-1 aE$ROOM : 12-1 BE ROOM 12-1 BE ROOM 12-1aE$ROOM 12-1 EROOM J I I I I N/F MATAVA, GARY J. ETAL PID: R07600-006-043-000 DB 5531 PG 2200 ZONING: B-2 lllll 10`EI 11 _l�■ 1111 ■AM I 1 1■ All I� 1■1 ■■11� 11`� Iu 11�1 11111■A�MIII■Alllll■111■1 �':`� ��'� - * 15,000 SF ' I CLUBHOUSE/POOL/ `\ — — — — --------------------- t ----------------------- ---------�B�utr+i� ar�— + pry I�c,��—-----_—_—_.._--_-----------------------------------------AA�IWT*-ARCr— .._ — ... 111 1" I" 1" 1" 1 N/F 49'06 5� W S50'19 27 W 381.57"' S49'59 07 W 73.50 S50'10 22 W 132.00 S50.10 24 W 525.8� _ • BREWSTER PLACE HOA ASSOC., INC.' -- -- — — — '� — —T .�T "'TTr�T r���- — — — •s - PID: R07600-006-123-000 ,29.02 Nr�, .. .. ... ..+.� ... « ...� ... «.. -' DB 2904 PG 1913 CITRUS COVE HOA, UCHTLER, THOMAS F. R DAY, TARA ETAL PfROS CO HOA, NC. N/F PID: RUS CO 00HOA, INC.IN . PI : R07600-006-292-0 0 PID: R07600-006-293-000 PI R076003006-29 -000 GROVE PARK PROPERTIES \ ZONING: R-10 ' DB 5918 PG 559 DB 5253 PG 1872 DB 549 PG 391 PID: • DB 5492 PG 391 ZONING: R-10 ZONING: R-10 IN : R-10 DB 4436 PG 47 R07600-00C 547 000 IF SEAL ti,'►ti ?Ry'S. ZONING: R-10 GRAPHIC SCALE ZONING: R-15 50 0 25 50 Too 1 inch = 50 ft. �7.Y.1 /. ■H l■I.l..l..l F-`F-`1 f.l ■ 1�l M.`Q�f ■ 1�1.1�1 ■ ITEM: 7 - 7 - 25 Designer GSP Scale AS SHOWN Drawn By Date GSP October 2022 License # Job No. P-0718 2022-0012 5322 CAROLINA BEACH ROAD Wilmington New Hanover County North Carolina PRELIMINARY PLAN PREPARED FOR: MHMJ LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006 G ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C.1 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 COMMUNITY MEETING PRESENTATION LEE KAESS PLLC Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 26 Overview alk It Up Fitness •��- _- Club Ludus • r� • PNI ✓t '' The Wash Factory • / ATM II ?y •' Verizon •;uth0 ized •� .e9 Retailer - Victra 8 Cell phone store ,,,r •� r'6'46t �i' Midas Auto repair shop ♦ ,_ rt+y �o �o� • r . �'* ~ Myrtle Grove _. + �►. t - Junction Barber%Shop' 4. A ' Grove Park Mobil es , �Park,Estates ' � �' Vie►. . t� s .� • ��, • r ^ - r . ,� j , � � � •� '� " � � Chow Thai i Thai • SS • -It 43�.� �� �761ol• ' , n • , • �� ry s G ► , j i --•� LBrewster.Ln a, j v DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 PLLC Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 28 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BFI %0 R-10 RMF-M(CZD) Board of Commissioners - October 2, 2023 ITEM: 7 -7-29 Current Zoning: - R-15 and B-2 Proposed Zoning: - RMF-M DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 165 Apartments 35 Townhomes 379 Parking spaces ---- -----, .u•n s wr � � .e .� 1wn-Y!•�f Yiram•--___ � �awc W �-----.---_may--.�.-..�1-- R Mnr•.i�+.�A •__•----_.________-----_-.----------------------------------------------------- ------------------ -------- ------•--------------1 -_------a-------- --_ _--__-___-__--- -- -----------------------------------� soon s. wi ?l •O +.110. --- _Tn'"I"" -- ---- ----- ----- -- r«ro.�.ass----- ------'vim-------'o:�l ---------,�; I ------ -- o-�----- ----- "-' r�l.r�rc1 11111]A/10 :��11/11�/111/1 N 111111/11111111111 111/1 ^ �111 /11111� 1/1 11��1 ----------- ------------- .T----- - ITEM: 7 — 7 — 30 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 31 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 _Al" - 6;A N r Board o4m@1115mmissioners - October 2, 20 DocuSign Envelope ID: 426B74E4-F3EC-4F84-B785-DCAC482C7BF1 gordonroaddev.grovepark@gmail.com LEE KAESS PLLC Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 33 GSP CONSULTING August 8, 2023 RE: Community Meeting for Conditional Rezoning Request for property at 5322 Carolina Beach Road We invite you to join us for a community meeting for the proposed conditional rezoning of property located at 5322 Carolina Beach Road, Wilmington, North Carolina and identified as New Hanover County Parcels: R07600-006-042-000 & R07606-003-002-000. The current zoning of the property is B-2 (Highway Business District) and R-15 (Residential-15). The proposed conditional rezoning would be RMF-M (Residential Multi -Family Moderate Density) with a proposed density of 15.8 units/acre consisting of a mix of single family and multifamily residential units. Please reference the attached illustration of the concept site plan. We welcome the opportunity to discuss the proposed project with you at the community meeting where we will give a brief presentation and answer any questions. The community meeting will be held on August 22, 2023 from 5:30-6:30 p.m. at Harbor Church located at 4853 Masonboro Loop Road, Room 226 (East Lighthouse), Wilmington, North Carolina, 28409. If you cannot attend the community meeting, you can send questions and comments to gordonroaddev.grovepark@gmail.com. We look forward to seeing you at 5:30 p.m. on August 22, 2023 at: Harbor Church 4853 Masonboro Loop Rd Room 226 (East Lighthouse) Wilmington, NC 28409 6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Board of Commissioners - October 2, 2023 ITEM: 7 - 7 - 34 GENERAL NOTES: DEVELOPMENT DATA: 1, NEW HANOVER COUNTY PARCEL NOS.: TOTAL TRACT AREA = 552,552 S.F. = 12.68 AC.± PIN 313414.33.1323.000 / PID R07600-006-042-000 PROPOSED DENSITY PIN 313414.33.6735.000 / PID R07606-003-002-000 165 APARTMENT UNITS SITE ADDRESS: 5322 CAROLINA BEACH ROAD 35 TOWNHOME UNITS 200 UNITS/12.68 AC = 15.8 UNITS/AC 2. TOTAL TRACT AREA: 552,552 S.F. = 12.68 AC.± UNIT BREAKDOWN - 3. EXISTING ZONING DISTRICT: B-2 & R-15 5 APARTMENT BUILDINGS - 21-26R = 105 UNITS PROPOSED ZONING DISTRICT: RMF-M 12-1BR = 60 UNITS SETBACKS: 9 TOWNHOME BUILDINGS - 18-3BR = 18 UNITS FRONT SETBACK - 35' 17-2BR = 17 UNITS - REAR SETBACK 30' (3 STORY) 200 TOTAL UNITS & 358 TOTAL BEDROOMS SIDE SETBACK - 30' (STREET) PARKING - 20' SEPARATION BETWEEN STRUCTURES REQUIRED: 1.5 SPACES/1 BEDROOM UNIT & 2 SPACES/2 & 3 BEDROOM UNITS 4. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE =1.5x60 + 2x14O = 370 SPACES REQUIRED PER FEMA FLOOD INSURANCE RATE MAP #3720313400K, EFFECTIVE DATE AUGUST 28, 2018. PROPOSED: 367 SURFACE SPACES + 12 GARAGE SPACES 5. LAND CLASSIFICATION: URBAN = 379 SPACES PROVIDED 6. THIS PROPERTY DOES NOT CONTAIN WETLANDS AS VERIFIED BY OPEN SPACE - THE UPACE. REQUIRED = 20% = 12.68 AC. x 0.20 = 2.54 AC PROVIDED = 2.54 AC. PROPOSED BUA - BLDG. HGTS. - 3 STORY MAXIMUM BUILDINGS - 109,200 S.F. UTILITY CAPACITY REQUESTS: PAVEMENT - 127,000 S.F. PROPOSED SEWER CAPACITY - CONCRETE - 20,200 S.F. 182 UNITS Q 240 GPD = 43,680 GPD AMENITIES - 15,000 S.F. 18 UNITS Q 360 GPD = 6,480 GPD TOTAL - 271,400 S.F. (49.1%) SEWER TOTAL = 50,160 GPD PROPOSED WATER CAPACITY - 200 UNITS Q 400 GPD = 80,000 GPD w I I i-STORY 33 UNIT I N 'ARTMENT BUILDING 2a---2- BEDROOM I 12-1 PE[1ROOM I I II I N /F MATAVA, GARY J. ETAL PID: R07600-006-043-000 DB 5531 PG 2200 ZONING: B-2 N50°08'20"E 321.11' III ----------------------- — -------- I I — r f --��—r � o 44 o I I � 11 I I U-) W 1011 I co ss ss s ss ss ss� I NI _ _ o W WCn O11 I _ ztk: a z 0 1 �0 0 0 `" I 101 I I J J J J J 15,000 SF 011,19 I CLUBHOUSE/POOL/ --————————————---------AMEWTY-ARE�—— — — — — —— I— b _ — — — — — — _SS L.--SS- -——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —----------1 L----------I S50'12'38"W 692.02' N /F GROVE PARK PROPERTIES PID: R07600-006-041-000 DB 4436 PG 547 ZONING: R-15 s _Ss — �— — —SS — — SS N/F \ / NATIONAL RETAIL �KOPERTIES, LIP PID: R07606703-003-000 \ DB W6 PG 396 ZING: B-2 50'09'11 �E 247.58' ss — ss N /F ° BENNETT COMMERCIAL PROP, LLC. Q PID: R07600-006-044-000 DB 2793 PG 719 ZONING: R-15 N63 35'4 / I \ \ E` 2'01 II / S63 30 "w I N /F BRITTON, LLC. N PID: R07610-003-006-000 DB 5930 PG 2199 I ZONING: B-2 � I 3 3 II I II II S49°06'52"W — — — — — — — — — — — — — — — Q N50°13'14 E 1465.66 34.35' -------------------------------------------------- --————————————————————————————————————————— — — — — — , 9 I----------------------------------------- - - - - - - - - - — — — --— — — ---------------------------------------------------------- W - - M N F \\ �\ LO44A R I MATAVA, GARY J. ETAL 5Qo �p `ram° \ �� 3-STORY 33 UNIT Q 3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT I I N PID: R07600 006 043 000 \ LOT DB 5531 PG 2200 ��;• ��, �'o \ \ APARTMENT BUILDING rt APARTMENT BUILDING APARTMENT BUILDING APARTMENT BUILDING APARTMENT BUILDING I ZONING: B-2 24--2- BEDROOM ° — — — — — — 24--2 BEDROOM — — — 2�-2 (BEDROOM - — — — 24-2 BEDROOM 21-2 BEDROOM I I 8'20"E 39 o -'0 ,ppp F \\ \\ L 12-1 BEDROOM R 12-1 (BEDROOM 12-1 IBEyROOM 12-1 I EDROOM 12-1 (BEDROOMbo I I — — — — — — — — — — — — — — — — — — — — — � \ A I L ° I I I I I I I I I L 7� I I �0 • p� Gp o �1 6 \\ W W AItAINT. Wl I I I I WL I W it W W W W77 gLVO — — — — — — — — — — 1 — — SS SS S SS SS G SS SS SS SS SS S Ss- SS SS SS SS SS SS SS SS S SS W ' ' ' - ' ' ' - ' ' ' - ' ' - ' ' - ' . 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R DAY, TARA ETAL rTR�1S CO E HOA, NC. � PI : R07600-006-292-0 0 PID: R07600-006-293-000 PID R07600- 06-29 -000 ° N F p ° NG I NEF;°°°° nQb4 ZONING: R-10 DB 5918 PG 559 DB 5253 PG 1872 DB 549 PG 391 GROVE PARK PROPERTIES °°°O cga0°°°°S. Q� a° PID: R07600-006-290-000 / PID: R07600-006-041-000 RRY S. PPot %� \ \ DB 5492 NG: RG 101 / GRAPHIC SCALE ZONING: R-10 ZONING: R-10 IN R-10 DB 4436 PG 547 11/t`13f°ZD° 2 � ZONING: R-15 \ \ 1 50 0 25 50 100 1 inch = 50 ft. ®1 Revision. �7 �Y.1 � � �N ��I� 11 � 11 � 1 F-`F.91°7 � ICI f.-Q�l M I�7 °ICI ■ ITEM: 7 - 7 - 35 Designer GSP Scale AS SHOWN Drawn By Date GSP October 2022 License # Job No. P-0718 2022-0012 5322 CAROLINA BEACH ROAD Wilmington New Hanover County North Carolina PRELIMINARY PLAN PREPARED FOR: MHMJ LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006 GSP C0NSULT1NGJPLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-1 Concept Plan Board of Commissioners - October 2, 2023 ITEM: 7 - 8 - 1 GENERAL NOTES: DEVELOPMENT DATA: 1, NEW HANOVER COUNTY PARCEL NOS.: TOTAL TRACT AREA = 552,552 S.F. = 12.68 AC.± PIN 313414.33.1323.000 / PID R07600-006-042-000 PROPOSED DENSITY PIN 313414.33.6735.000 / PID R07606-003-002-000 165 APARTMENT UNITS SITE ADDRESS: 5322 CAROLINA BEACH ROAD 35 TOWNHOME UNITS 200 UNITS/12.68 AC = 15.8 UNITS/AC 2. TOTAL TRACT AREA: 552,552 S.F. = 12.68 AC.± UNIT BREAKDOWN - 3. EXISTING ZONING DISTRICT: B-2 & R-15 5 APARTMENT BUILDINGS - 21-26R = 105 UNITS PROPOSED ZONING DISTRICT: RMF-M 12-1BR = 60 UNITS SETBACKS: 9 TOWNHOME BUILDINGS - 18-3BR = 18 UNITS FRONT SETBACK - 35' 17-2BR = 17 UNITS - REAR SETBACK 30' (3 STORY) 200 TOTAL UNITS & 358 TOTAL BEDROOMS SIDE SETBACK - 30' (STREET) PARKING - 20' SEPARATION BETWEEN STRUCTURES REQUIRED: 1.5 SPACES/1 BEDROOM UNIT & 2 SPACES/2 & 3 BEDROOM UNITS 4. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE =1.5x60 + 2x14O = 370 SPACES REQUIRED PER FEMA FLOOD INSURANCE RATE MAP #3720313400K, EFFECTIVE DATE AUGUST 28, 2018. PROPOSED: 367 SURFACE SPACES + 12 GARAGE SPACES 5. LAND CLASSIFICATION: URBAN = 379 SPACES PROVIDED 6. THIS PROPERTY DOES NOT CONTAIN WETLANDS AS VERIFIED BY OPEN SPACE - THE UPACE. REQUIRED = 20% = 12.68 AC. x 0.20 = 2.54 AC PROVIDED = 2.54 AC. PROPOSED BUA - BLDG. HGTS. - 3 STORY MAXIMUM BUILDINGS - 109,200 S.F. UTILITY CAPACITY REQUESTS: PAVEMENT - 127,000 S.F. PROPOSED SEWER CAPACITY - CONCRETE - 20,200 S.F. 182 UNITS Q 240 GPD = 43,680 GPD AMENITIES - 15,000 S.F. 18 UNITS Q 360 GPD = 6,480 GPD TOTAL - 271,400 S.F. (49.1%) SEWER TOTAL = 50,160 GPD PROPOSED WATER CAPACITY - 200 UNITS Q 400 GPD = 80,000 GPD w I I i-STORY 33 UNIT I N 'ARTMENT BUILDING 2a---2- BEDROOM I 12-1 PE[1ROOM I I II I N /F MATAVA, GARY J. ETAL PID: R07600-006-043-000 DB 5531 PG 2200 ZONING: B-2 N50°08'20"E 321.11' III ----------------------- — -------- I I — r f --��—r � o 44 o I I � 11 I I U-) W 1011 I co ss ss s ss ss ss� I NI _ _ o W WCn O11 I _ ztk: a z 0 1 �0 0 0 `" I 101 I I J J J J J 15,000 SF 011,19 I CLUBHOUSE/POOL/ --————————————---------AMEWTY-ARE�—— — — — — —— I— b _ — — — — — — _SS L.--SS- -——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —----------1 L----------I S50'12'38"W 692.02' N /F GROVE PARK PROPERTIES PID: R07600-006-041-000 DB 4436 PG 547 ZONING: R-15 s _Ss — �— — —SS — — SS N/F \ / NATIONAL RETAIL �KOPERTIES, LIP PID: R07606703-003-000 \ DB W6 PG 396 ZING: B-2 50'09'11 �E 247.58' ss — ss N /F ° BENNETT COMMERCIAL PROP, LLC. Q PID: R07600-006-044-000 DB 2793 PG 719 ZONING: R-15 N63 35'4 / I \ \ E` 2'01 II / S63 30 "w I N /F BRITTON, LLC. N PID: R07610-003-006-000 DB 5930 PG 2199 I ZONING: B-2 � I 3 3 II I II II S49°06'52"W — — — — — — — — — — — — — — — Q N50°13'14 E 1465.66 34.35' -------------------------------------------------- --————————————————————————————————————————— — — — — — , 9 I----------------------------------------- - - - - - - - - - — — — --— — — ---------------------------------------------------------- W - - M N F \\ �\ LO44A R I MATAVA, GARY J. ETAL 5Qo �p `ram° \ �� 3-STORY 33 UNIT Q 3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT I I N PID: R07600 006 043 000 \ LOT DB 5531 PG 2200 ��;• ��, �'o \ \ APARTMENT BUILDING rt APARTMENT BUILDING APARTMENT BUILDING APARTMENT BUILDING APARTMENT BUILDING I ZONING: B-2 24--2- BEDROOM ° — — — — — — 24--2 BEDROOM — — — 2�-2 (BEDROOM - — — — 24-2 BEDROOM 21-2 BEDROOM I I 8'20"E 39 o -'0 ,ppp F \\ \\ L 12-1 BEDROOM R 12-1 (BEDROOM 12-1 IBEyROOM 12-1 I EDROOM 12-1 (BEDROOMbo I I — — — — — — — — — — — — — — — — — — — — — � \ A I L ° I I I I I I I I I L 7� I I �0 • p� Gp o �1 6 \\ W W AItAINT. Wl I I I I WL I W it W W W W77 gLVO — — — — — — — — — — 1 — — SS SS S SS SS G SS SS SS SS SS S Ss- SS SS SS SS SS SS SS SS S SS W ' ' ' - ' ' ' - ' ' ' - ' ' - ' ' - ' . 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R DAY, TARA ETAL rTR�1S CO E HOA, NC. � PI : R07600-006-292-0 0 PID: R07600-006-293-000 PID R07600- 06-29 -000 ° N F p ° NG I NEF;°°°° nQb4 ZONING: R-10 DB 5918 PG 559 DB 5253 PG 1872 DB 549 PG 391 GROVE PARK PROPERTIES °°°O cga0°°°°S. Q� a° PID: R07600-006-290-000 / PID: R07600-006-041-000 RRY S. PPot %� \ \ DB 5492 NG: RG 101 / GRAPHIC SCALE ZONING: R-10 ZONING: R-10 IN R-10 DB 4436 PG 547 11/t`13f°ZD° 2 � ZONING: R-15 \ \ 1 50 0 25 50 100 1 inch = 50 ft. ®1 Revision. �7 �Y.1 � � �N ��I� 11 � 11 � 1 F-`F.91°7 � ICI f.-Q�l M I�7 °ICI ■ ITEM: 7 - 9 - 1 Designer GSP Scale AS SHOWN Drawn By Date GSP October 2022 License # Job No. P-0718 2022-0012 5322 CAROLINA BEACH ROAD Wilmington New Hanover County North Carolina PRELIMINARY PLAN PREPARED FOR: MHMJ LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006 GSP C0NSULT1NGJPLLC ENGINEERING 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659 Sheet No. C-1 Traffic Impact Analysis Board of Commissioners - October 2, 2023 ITEM: 7 - 10 - 1 WMPO July 13, 2023 Mr. AJ Anastopoulo, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 305 Chestnut Street Po Box 1810 Wilmington, NC 28402 Ph: (910)341-3258 Fax; (310) 341-7801 www.wmpo.org RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed 5322 Carolina Beach Road development in New Hanover County, NC. Dear Mr. Anastopoulo, The WMPO, NCDOT, City of Wilmington and New Hanover County staffs have reviewed the 5322 Carolina Beach Road residential development TIA (sealed June 28, 2023) and based on the information provided to date, it is our understanding that the proposed development has a build out year of 2025 and will consist of: ITE Land Use Code 215 Single Family attached residential — 35 DU ITE Land Use Code 220 Multi -Family (low-rise) residential — 165 DU The following improvements are required of the developer: US 421 (Carolina Beach Rd) at SR 1247 (Antoinette Dr)/Industrial Park Dr (Signalized Intersection) • Construct a northbound left turn lane on SR 7247 (Antoinette Dr) with 200 feet of storage, appropriate full -width deceleration and taper. Provide a four -section FYA for the northbound and southbound left turn lanes. • Modify the signal plan to accommodate the above improvements. US 421 (Carolina Beach Rd) at SR 1575 (Service Road) near car wash (Existing Unsignalized Intersection) • No improvements are required. US 421 (Carolina Beach Rd) at NC 132 (College Rd)/SR 1521 (Piner Rd) (Existing Signalized Intersection) • No improvements are required. US 421 (Carolina Beach Rd) at SR 1575 (Service Road) near fire station (Existing Signalized Intersection) No improvements are required. Wilmington Urban Area Metropolitan Planning Organization City of Wilmington e Town of Carolina Beach • Town of Kure Beach • Town of Wrightsville Beach County of New Hanover • TowBMRpbil�bfnTjj%§i®f L&Dgb6tbMVp!P#2Sssa ■ County of Brunswick County of Pender • Cape Fear Public TransportatigTE&L�origyl 4t North Carolina Department of Transportation Approval with conditions of the 5322 Carolina Beach Rd (TIA) New Hanover County SR 1575 (Service Road) at Site Access 1 (Existing Unsignalized Intersection at car wash exit) • Construct Site Access 1 (northbound approach) with one ingress lane and one egress lane, connecting to the existing car wash access. SR 1247 (Antionette Dr) at Site Access 2 (Proposed Unsignalized Intersection) • Construct Site Access 2 (westbound approach) with an internal protected stem of 50 feet, measured from the right-of-way line, and one ingress lane and one egress lane. • Provide stop control for the westbound approach. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Please contact me at (910) 473 — 5130 if you have any questions regarding this approval. Sincerely, Scott A. James, PE, PTOE Transportation Planning Engineer Wilmington Urban Area MPO Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank W. Mike, Assistant District Engineer, NCDOT Jessi Leonard, PE, Assistant Division Maintenance Engineer, NCDOT Stonewall Mathis, PE, Deputy Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Division Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Denys Vielkanowitz, PE, City Traffic Engineer, City of Wilmington Robert Farrell, Senior Planner, New Hanover County Jamar Johnson, El, Engineering Associate, WMPO Page 2 of 2 Board of Commissioners - October 2, 2023 ITEM: 7 - 11 - 2 i DAVENPORT Transportation Impact Analysis 5322 Carolina Beach Road Wilmington, NC Prepared for McAdams Homes, LLC June 28, 2023 Analysis and Graphics by: Fatima Al Alshaik Reviewed and Sealed by: AJ Anastopoulo, PE \���N• CARO��ii SEAL :T�xe 24 054666dz�' E13 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave Suite PH 5917 Oleander Drive Suite 206 Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636 Fax 336.458 9377 'Rain 910 291 8912 Fax 336 458,9377 Board of Commissioners - October 2, 2023 ITEM: 7 - 12 - 1 0DAVENPORT EXECUTIVE SUMMARY The 5322 Carolina Beach Road development is located west of US 421 (Carolina Beach Road) and south of Antoinette Drive in Wilmington, NC. It will consist of up to 165 apartments and 35 townhomes. Two access points for the development are proposed, one existing connection on the Service Road that currently functions as the car wash exit, and one on Antoinette Drive. The expected build -out year for this development is 2025. Information regarding the property was provided by GSP Consulting, PLLC Engineering and McAdams Homes, LLC. DAVENPORT was retained to determine the potential traffic impacts of this development and to identify transportation improvements that may be required to accommodate the impacts of the new development traffic. The Transportation Impact Analysis (TIA) was performed based on the scope agreed upon with WMPO. This site has a trip generation potential of 1349 daily trips, 87 trips in the AM peak hour, and 109 trips in the PM peak hour. In conclusion, this study has determined the potential traffic impacts of this development and recommendations have been given where necessary to mitigate the impacts of future traffic. The analysis indicates that with the recommended improvements in place, the proposed site is not expected to have a detrimental effect on transportation capacity and mobility in the study area. The recommendations summarized in Figure A and in Table A should be constructed to comply with applicable NCDOT Policy on Street and Driveway Access to North Carolina Highways and local standards. 6/28/2023 220280 5322 Carolina Beach Road Board of Commissioners - October 2, 2023 ITEM: 7 - 12 - 2 ��) DAVENPORT Table A — Recommended Improvements INTERSECTION RECOMMENDATIONS US 421 and Antoinette Drive 0 Signal timing adjustments. (signalized) US 421 and Service Road * No improvements recommended. (unsignalized- near car wash) US 421 and NC 132 (College Road) improvements recommended. (signalized) US 421 and Service Road * No improvements recommended. (signalized- near fire station) No improvements are recommended. Service Road and Site Access 1 * Design site drive/connection acc• • • to (unsignalized- existing car wash exit applicable • . City of • • standards. * No improvements are recommended. Antoinette Drive and Site Access 2 Design _ drive according o applicable (unsignalized) NCDOT and City of Wilmington standards. 6/28/2023 220280 5322 Carolina Beach Road Board of Commissioners - October 2, 2023 ITEM: 7 - 12 - 3 Public Comments In Support Neutral In Opposition Board of Commissioners - October 2, 2023 ITEM: 7 - 13 - 1 Dickerson, Zachary From: noreply@civicpIus.com Sent: Tuesday, August 1, 2023 2:20 PM To: May, Katherine; Roth, Rebekah; Vafier, Ken; Farrell, Robert; Biddle, Wendell; Doss, Amy; Griffee, Julian; Dickerson, Zachary Subject: Online Form Submission #4779 for Public Comment Form ** External Email: Do not click links, open attachments, or reply until you know it is safe ** Public Comment Form Public Comment Form The agenda items listed are available for public comment at an upcoming Planning Board or Board of Commissioners meeting. Comments received by 8 AM the day of the applicable meeting will be made available to the Board prior to that meeting and will be included as part of the permanent, public record for that meeting. First Name Janet Last Name Wilson Address 914 Dunhill Lane City Wilmington State NC Zip Code 28412 Email Wilson 186(c�hotmail.com Projects available for PB Meeting - Z23-17 - Multi -Family Development at 5322 comment. Carolina Beach Rd What is the nature of your Oppose project comment? Public Comment I am opposed to the development of the property on Carolina Beach Road which lies adjacent to Brewster Place and Citrus Cove developments. Housing development with multiple dwellings, and a small acreage, will impact traffic and services to nearby single-family dwellings. Where we currently have low crime rates, the influx of many new people will likely change that status. As a resident of Citrus Cove, I would like to protect the integrity of our small development and the safety of all of 1 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 1 our residents. I oppose the development which will be directly adjacent to our neighborhood. Upload supporting files If you need to support your comment with documentation, upload the files here. No more than 20MB in size total for all files. File types accepted are: doc, docx, ppt, pptx, txt, pdf, jpg, png. File 1 Field not completed. File 2 Field not completed. File 3 Field not completed. File 4 Field not completed. Email not displaying correctly? View it in your browser. 2 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 2 Dickerson, Zachary From: noreply@civicpIus.com Sent: Wednesday, August 2, 2023 11:28 PM To: May, Katherine; Roth, Rebekah; Vafier, Ken; Farrell, Robert; Biddle, Wendell; Doss, Amy; Griffee, Julian; Dickerson, Zachary Subject: Online Form Submission #4820 for Public Comment Form ** External Email: Do not click links, open attachments, or reply until you know it is safe ** Public Comment Form Public Comment Form The agenda items listed are available for public comment at an upcoming Planning Board or Board of Commissioners meeting. Comments received by 8 AM the day of the applicable meeting will be made available to the Board prior to that meeting and will be included as part of the permanent, public record for that meeting. First Name Hanyu Last Name Ren Address 800 Brewster Ln City Wilmington State NC Zip Code 28412 Email iamrenhanyu(cDgmail.com Projects available for PB Meeting - Z23-17 - Multi -Family Development at 5322 comment. Carolina Beach Rd What is the nature of your Oppose project comment? Public Comment In my opinion, the residents in Monkey Junction are very stable for a long time, the population density is high, and this is the only green and quiet area left. The residents of the apartment are flexible, poor security, very noisy, three-story apartments, which are too closely with the nearby community, privacy is drastically reduced. The red circle area can not be read, if it is the dumpster, 1 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 3 recycling or storage, it will be too close to the Brewster Lane's pond, looks really bad and cause pollution. If it is a park, I will be acceptable. Upload supporting files If you need to support your comment with documentation, upload the files here. No more than 20MB in size total for all files. File types accepted are: doc, docx, ppt, pptx, txt, pdf, jpg, png. File 1 IMG 2292.4peg File 2 Field not completed. File 3 Field not completed. File 4 Field not completed. Email not displaying correctly? View it in your browser. 2 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 4 I I I missioners - October 2, 2023 ITEM: 7 - 14 - 5 Dickerson, Zachary From: noreply@civicpIus.com Sent: Friday, August 18, 2023 7:57 AM To: May, Katherine; Roth, Rebekah; Vafier, Ken; Farrell, Robert; Biddle, Wendell; Doss, Amy; Griffee, Julian; Dickerson, Zachary Subject: Online Form Submission #5408 for Public Comment Form ** External Email: Do not click links, open attachments, or reply until you know it is safe ** Public Comment Form Public Comment Form The agenda items listed are available for public comment at an upcoming Planning Board or Board of Commissioners meeting. Comments received by 8 AM the day of the applicable meeting will be made available to the Board prior to that meeting and will be included as part of the permanent, public record for that meeting. First Name Jean Last Name Graff Address 910 Cobia Lane City Wilmington State NC Zip Code 28409 Email lean s graff(a)charter.net Projects available for PB Meeting - Z23-17 - Multi -Family Development at 5322 comment. Carolina Beach Rd What is the nature of your Oppose project comment? Public Comment This area is wetlands and adjacent to wetlands. It is critical for it absorbs storm water during hurricanes, and thereby protects residents from flood damage. In addition to the environmental ecosystem that also needs protection, adding such a number of residential units will produce an increase in traffic. Leave this area alone!!!!!!! If a developer made a mistake by purchasing it, that is their problem. However, if this project goes through, it becomes a huge problem for everyone in the area!!! 1 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 6 Dickerson, Zachary From: noreply@civicpIus.com Sent: Sunday, July 30, 2023 11:39 AM To: May, Katherine; Roth, Rebekah; Vafier, Ken; Farrell, Robert; Biddle, Wendell; Doss, Amy; Griffee, Julian; Dickerson, Zachary Subject: Online Form Submission #4744 for Public Comment Form ** External Email: Do not click links, open attachments, or reply until you know it is safe ** Public Comment Form Public Comment Form The agenda items listed are available for public comment at an upcoming Planning Board or Board of Commissioners meeting. Comments received by 8 AM the day of the applicable meeting will be made available to the Board prior to that meeting and will be included as part of the permanent, public record for that meeting. First Name Michael Last Name Tilmon Address 512 Brewster Lane City Wilmington State North Carolina Zip Code 28412 Email teach mescuba(a�yahoo.com Projects available for PB Meeting - Z23-17 - Multi -Family Development at 5322 comment. Carolina Beach Rd What is the nature of your Oppose project comment? Public Comment HECK* NO!!!! You are going to bring traffic and crime to relatively calm, quiet and safe neighborhoods. 1 and 2 bedroom doesn't sound like family units to me!! Sounds like Affirmatively futhering fair housing, section 8, low income affordable housing. It sounds like you're bringing the projects into Monkey Junction. 1 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 7 Young families, retirees and working people cant handle criminal pressure. We will be negatively impacted. This will not end well. How do you propose to handle the traffic pressure? You can't go north (left) from either interchange off the frontage road... anymore. You planning on using privately owned roads such as Brewster? Its unavoidable that Brewster will be used. Is the county going to start paving, policing and maintaining our road? The non-resident traffic is already unbearable, dangerous and not enforced by county personnel. Don't shoe -horn this unsightly massive complex in here. We'll be talking to every voter in Brewster, Lake Brewster, Cypress Cove, Silver Lake, Marquette and Silva Terra concerning this monstrosity. Stop this plan right now. Michael Tilmon Upload supporting files If you need to support your comment with documentation, upload the files here. No more than 20MB in size total for all files. File types accepted are: doc, docx, ppt, pptx, txt, pdf, jpg, png. File 1 Field not completed. File 2 Field not completed. File 3 Field not completed. File 4 Field not completed. Email not displaying correctly? View it in your browser. 2 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 8 To: New Hanover County Planning and Land Use Re: Item 2: Rezoning Request (Z23-17) 5322 Carolina Beach Road Residential Multi -Family housing development. From: Sharon Alford Dear Planning Board Members: I am a property owner within 500 feet of the parcel boundary of the proposed project for Item 2 Rezoning Request (Z23-17). I am unable to attend this Public Hearing due to work but have a strong voice against such construction. I just received this notice in the mail, as well as my neighbors with our HOA in Citrus Cove, with only 5 days' notice to this hearing, to prepare to oppose this request. I am writing this letter to express my strong opposition to allowing this land to be developed with a 200 - unit multi -family development. First of all, as residents /property owners within the 5oo feet parcel boundary of this proposed property, it came as quite a surprise to my family and neighbors to just recently hear that this was being proposed. This proposed development would be within 500 feet of my property line, and when I purchased this land to build a home for my family, I was advised two certainties on this property. One, I would be allowed to construct an inground pool and two, no other property would be constructed beyond the pond or the proposed area, which is to the left of my home. As I began the HOA procedure for the pool, I was advised that will not happen and now the proposed construction in the exact area we were advised would remain a forest area of landscape, due to the wetland behind my house. My primary concerns are as follows: the fire hazards from this new construction, with so many residents being added, and being so close to our community. The lack of available emergency service workers to maintain this area, after adding an additional Zoo -units. It is a great concern that a fire, in such a large development would be literal devastation to the homes and structures located so close to this complex. To date, regarding The Myrtle Grove Volunteer Fire Department, there is only 1 Fire and Emergency Station, with only 9 career Firefighters. Our school system just redistricted the middle school students in this area due to overpopulation. Murray Middle School already has a population of 832 students in grades 6-8, with a student /teacher ratio of 17/1, and Myrtle Grove Middle School, grades 6-8, has a population of 715, with a student / teacher ratio of 16/1. Adding an additional 200- unit will max out our already crowded schools and impair the overall academic achievements of these school. We only have 1 high school in this jurisdiction, Eugene Ashley High School, grade 9-12, which has 1,931 students and a student /teacher ration of 18/1. This school is currently rated #6 out of 1226 in the National Rankings. Let's not sacrifice our future to a Zoo -unit complex. Another issue that also does not seem to be adequately considered is the noise. Our small area was not structured to implement such a huge development, with homes so close to the proposed site and nowhere for the noise to travel freely. The noise would be unacceptable for this community. The environmental impact of the forest area, which is adjacent to the wetlands behind my house is a concern of being destroyed. I have yet to see an Environmental Impact Study for this prosed site. If any information is available, our community should have a right to review the results of such studies. Also, with reference to larger apartment houses, like this proposed Zoo -unit multi -family housing development, they very often are a parasite, constructed in order to take advantage of the open spaces and attractive surroundings created by our residential districts. Moreover, the coming of one apartment house is followed by others, interfering by their height and bulk, with the free circulation of air and monopolizing the rays of the sun which otherwise would fall upon the smaller homes and bringing, as their necessary accompaniments, the disturbing noises, incident to increased traffic, depriving our children of the privilege of a quiet, open and safe space for play and relaxation. Multifamily apartments lower the value of single-family homes in the neighborhood. Multifamily apartments overburden schools and produce less revenue for local governments and require more infrastructure support. Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 9 Finally, what is the impact on the traffic flow, and traffic congestion to maintain access to this Zoo -unit complex on an already congested highway, which just underwent major reconstruction in the past couple of years. Can the roads and infrastructure support the higher population density? Has a Traffic Impact Study been done for this proposal? The single road "Old Carolina Beach Road, which per the diagram provided, reflect that this road will be the main access to this zoo -unit complex, and it is a single lane road that cannot handle the additional traffic flow of 200+ additional vehicles, public school transportation vehicles, and emergency vehicles, on a daily basis without the repercussion of major collisions, traffic congestion and even fatalities, as there are no traffic lights to direct traffic of this magnitude, in an area this small that is already a safety issue. Should all of these things not be fully vetted out BEFORE making a proposal? This proposal seems in direct conflict with our own mission statement..." to ensure environmental protection, public safety and a rich quality of life..." As an entity who has vested a career in public service in our community for over 30 years, preserving our community would include preserving forests, water and habitat, it seems ironic that this proposal has gotten this far in such a small location. Please vote against this zoning proposal. I strongly oppose this request to rezone this 12.68 acres for a Zoo -unit residential multi -family development and I also speak on the behalf of my fellow neighbors in our Citrus Cove HOA community. It is my hope and trust that you will work on this, with the people of this community's feedback in mind. u ► : -�1-A I frankly don't see any upside to this addition to our community. Just because you can build it - doesn't mean you should... Our little community of Citrus Cove is a stakeholder in this project and your decision to either accept or reject this proposal, will impact our quality of living in this small, quiet, subdivided neighborhood. It is much easier to make changes on the drawing board than to wait until the construction process. It is also imperative to keep in mind the people who will be impacted by such a proposed addition, is our small community. Sure, buildings that look new and are beautiful can be a success, but what's really important is that they work for the people in the community which they are meant to serve. Remember what Winston Churchill once said: ..."We shape our buildings: Thereafter, they shape us..." If you build it, they will come, as well as the unwelcomed after mass of chaos and destruction in our little community of Citrus Cove. Thank you in advance for your assistance in this matter, Sharon Alford Citrus Cove HOA got Dunhill Lane Wilmington, NC 28412 Board of Commissioners - October 2, 2023 ITEM: 7 - 14 - 10 Supplementary Applicant Materials Board of Commissioners - October 2, 2023 ITEM: 7 - 15 - 1 Connections to Townes at Park Place I k. MEMENEENIPEN■.......... FI k rip 9R; '�f la. IIC. lyljl! MN�+�F R Ima-o-a�oo �� a �o�u��o-m 9F I1�4 M IIF EF ION �4 �7 EF 4 w w Fc !I }pip t-o A`Mt �-iP MMrtt ad j I Townhomes [Apartments k - -------------------------- -�% FrL 14 AT AqK �I I s-----.---------------- _ - »E----- L--------------------------- ----- INOWE 4A�4-9�F011-91q u •Iz rc s+� ewc It-ri Amenity Area Z23-17 Appendix: Concept Plan Car Wash Cu 1_ 0. Lum Board of Commissioners - October 2, 2023 ITEM: 7 - 16 - 1 NEW HANOVER COUNTY BOARD OF COMMISSIONERS REQUEST FOR BOARD ACTION MEETING DATE: 10/2/2023 Regular DEPARTMENT: Planning PRESENTER(S): Robert Farrell, Development Review Supervisor CONTACT(S): Robert Farrell; Rebekah Roth, Planning & Land Use Director SU BJ ECT: Quasi -Judicial Hearing Special Use Permit Request (S23-04) - Request by Douglas Grant, property owner, for the use of Campground and RV Park at three parcels located at 8102, 8104, 8106 Sidbury Road, zoned R-15, Residential, and totaling approximately 19.21 acres. (See page 1 of the attached staff report for a reference map). BRIEF SUMMARY: The applicant is requesting a special use permit for a recreational vehicle (RV) park for a maximum of 66 RV campsites with separate structures for a laundry facility, a clubhouse with restroom and shower facilities, a pool, and a maintenance building. A passive recreation field is proposed adjacent to a stormwater pond with approximately 2.23 acres reserved for required septic system(s). A 50-foot vegetated buffer has been provided around the perimeter of the site except along the driveway access to Sidbury Road. The Unified Development Ordinance (UDO) allows campgrounds and RV parks by -right in the B-2 and Planned Development zoning districts. Special use permits are required in residential districts in order to evaluate site specific conditions of a project. The property currently has full movement access onto Sidbury Road, an NCDOT maintained secondary route. As currently zoned, it is estimated the site would generate approximately 38 AM and 50 PM peak hour trips. The proposed use would result in an estimated 14 AM and 18 PM peak hour trips, decreasing the estimated number of peak hour trips by approximately -24 AM and -32 PM. The estimated traffic generated from the site is under the 100 peak hour threshold that triggers the ordinance requirement for a Traffic Impact Analysis (TIA). The 2016 Comprehensive Plan classifies the subject properties as Community Mixed Use. The plan does not provide specific policy direction for the proposed use. One of the goals of the plan is to support business success and promote place -based economic development. The Community Mixed Use place type also states that typically large-scale, lower density commercial developments are incompatible with the place type which focuses on small scale, compact, mixed use development patterns that serve all modes of travel. Types of appropriate uses include office, retail, mixed use, recreational, commercial, institutional, and multi -family and single-family residential. The Planning Board holds a preliminary forum for Special Use Permits. The purpose of the preliminary forum is for the Planning Board, public, and applicant to discuss the request before it moves to the Board of Commissioners for a quasi-judicial hearing. The preliminary forum is not a public hearing, and the Planning Board does not make a recommendation on special use permit requests. Following the August 3 Planning Board preliminary forum, the applicant provided additional conditions for Board of Commissioners - October 2, 2023 ITEM: 8 consideration by the Board of Commissioners. Because the conditions were not included in the original Special Use Permit application materials they were not included with the preliminary findings of fact compiled by staff to date, however the board may consider adding any of the proposed conditions. There are four principal conclusions the Board of Commissioners must make when considering a Special Use Permit request based on clear substantial evidence presented at the hearing: 1. Will not materially endanger the public health or safety; 2. Meets all required conditions and specifications of the Unified Development Ordinance; 3. Will not substantially injure the value of adjoining or abutting property; 4. Will be in harmony with the area in which it is located and in general conformity with the Comprehensive Land Use Plan for New Hanover County. STRATEGIC PLAN ALIGNMENT: RECOMMENDED MOTION AND REQUESTED ACTIONS: Example Motion for Approval: Motion to approve the permit as the Board finds that this application for a Special Use Permit meets the four required conclusions based on the findings of fact included in the Staff Report and additional evidence presented at the public hearing. OPTIONAL (if conditions have been identified that will bring the proposal in line with the required conclusions.) Subject to the following conditions agreed to by the applicant: Example Motion for Denial: Motion to deny the permit because the Board cannot find (choose all that apply): A. That the use will not materially endanger the public health or safety (for the following reason(s)): B. That the use meets all required conditions and specifications of the U nified Development Ordinance (for the following reason(s)): Board of Commissioners - October 2, 2023 ITEM: 8 C. That the use will not substantially injure the value of adjoining or abutting property (for the following reason(s)): D. That the location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is located and in general conformity with the Comprehensive Land Use Plan for New Hanover County (for the following reason(s)). ATTACHMENTS: S23-04 BOC Script S23-04 BOC Staff Report S23-04 Zoning Map S23-04 Future Land Use Map S23-04 Mailout Map Application Co\er Sheet S23-04 Application Applicant Proposed Conditions Concept Plan Co\er Sheet Concept Plan Staff Presentation COUNTY MANAGER'S COMMENTS AND RECOMMENDATIONS: (only Manager) The board's decision to approve or deny an application for a Special Use Permit should be based solely on the competent and material evidence presented during the public hearing. COMMISSIONERS' ACTIONS: Board of Commissioners - October 2, 2023 ITEM: 8 SCRIPT for SPECIAL USE PERMIT Application (S23-04) Request by Douglas Grant, property owner, for the use of Campground and RV Park at three parcels located at 8102, 8104, and 8106 Sidbury Road, zoned R-15, Residential, and totaling approximately 19.21 acres. 1. This is a quasi-judicial hearing. Before the hearing is opened, the Deputy County Attorney will provide an overview of the hearing procedures. 2. Deputy County Attorney Overview 3. Because the Special Use Permit process requires a quasi-judicial hearing, any person wishing to testify must be sworn in. All persons who signed in to speak and wish to present competent and material testimony please step forward to be sworn in. Thank you. 4. We will first hear a presentation from staff. Then the applicant and any opponents will each be allowed 15 minutes for their presentation and an additional 5 minutes for rebuttal. 5. Conduct hearing, as follows: a. Staff presentation b. Applicant' s presentation (up to 15 minutes) c. Opponent's presentation (up to 15 minutes) d. Applicant's cross examination/rebuttal (up to 5 minutes) e. Opponent's cross examination/rebuttal (up to 5 minutes) 6. Close the hearing 7. Board discussion 8. Ask Applicant whether he/she agrees with staff findings. 9. Vote on the Special Use Permit application. Example Motion for Approval: ❑ Motion to approve the permit as the Board finds that this application for a Special Use Permit meets the four required conclusions based on the findings of fact included in the Staff Report and additional evidence presented at the public hearing. OPTIONAL (if conditions have been identified that will bring the proposal in line with the required conclusions.) Subject to the following conditions agreed to by the applicant: Example Motion for Denial: ❑ Motion to deny the permit because the Board cannot find (choose all that apply): a. That the use will not materially endanger the public health or safety if located where proposed (for the following reason(s)): b. That the use meets all required condition and specifications (for the following reason(s)): ❑ c. That the use will not substantially injure the value of adjoining or abutting property, or that the use is a public necessity (for the following reason(s)): ❑ d. That the location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is to be located and in general conformity with the Comprehensive Land Use Plan for New Hanover County (for the following reason(s)): STAFF REPORT FOR S23-04 SPECIAL USE PERMIT APPLICATION APPLICATION SUMMARY Case Number: S23-04 Request: Special Use Permit for a Campground / Recreational Vehicle (RV) Park Applicant: Property Owner(s): Douglas Grant Douglas Grant Location: Acreage: 8102, 8104, 8106 Sidbury Road 19.21 PID(s): Comp Plan Place Type: R02000-003-012-000, R02000-003-005-000, Community Mixed Use R02000-003-013-000 Existing Land Use: Proposed Land Use: Vacant Wooded Land Campground / RV Park Current Zoning: R-15 Residential SURROUNDING AREA LAND USE `ZONING North Residential R-15 East Residential, Equestrian Facility R-15 South Residential, State-owned mitigation land R-15 West Residential, State-owned mitigation land R-15 S23-04 Staff Report BOC 10.2.2023 Page 1 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 1 AERIAL �4 - ' si, a`,�y, o, 'i��dLi. .•s,t`. f -� z%+,� Rtf u� to my NC ZONING HISTORY July 7, 1972 Initially zoned R-15 (Area 8A) COMMUNITY SERVICES CFPUA water and sewer not currently available. Private well and septic Water/Sewer system(s) approved by New Hanover County Environmental Health and the state Department of Environmental Quality (DEQ) will be required. Fire Protection New Hanover County Fire Services, New Hanover County Northern Fire District, New Hanover County Porters Neck Fire Station. Schools Castle Hayne Elementary, Holly Shelter Middle, and Laney High Schools Recreation No nearby county -owned recreational facilities. CONSERVATION, HISTORIC, & ARCHAEOLOGICAL RESOURCES Conservation The County's Conservation Resources Map indicates the site to have no conservation resources. Historic No known historic resources Archaeological No known archaeological resources S23-04 Staff Report BOC 10.2.2023 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 2 Page 2 of 14 APPLICANT'S PROPOSED PLAN Stormwater 1 R0200Dd03908-000 NANCY L 4110 / 66 RV Campsites Road S�dbu'�y i r-- ACYFENLE 1 I PANCEL ID Rai00-00 00n 1 HUt .KEVIN ! Eklsrrh N-7 VE�An�EBUF�R AC \\\\11 `\ �ac PessiwlAc40e Recreational Aree�ti laD�mD• a aaac S PARCEL 10 Np20D0-001A -W /\ ••`� OEPATRTMENT OF TRANSPORTATION Od 0, WNp5A05WIWNATS �i/ I \ AWFrgpg II ! \l J \\\l II 1\ I NU58ELLSF �ao..•yry 1 \ 1 \\ V }11\\ � Q11 I 1 1� 1 �\ 1 Septic \ I It Areas \ 1 J . 1 .. • Site Plan for Proposed RV Park • The applicant is requesting a special use permit for a recreational vehicle (RV) park for a maximum of 66 RV campsites with separate structures for a laundry facility, a clubhouse with restroom and shower facilities, a pool, and a maintenance building. S23-04 Staff Report BOC 10.2.2023 Page 3 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 3 • A passive recreation field is proposed adjacent to a stormwater pond with approximately 2.23 acres reserved for required septic system(s). • A 50-foot vegetated buffer has been provided around the perimeter of the site except along the driveway access to Sidbury Road. • The subject site is currently located on approximately 19.21 acres on Sidbury Road. • The property is currently zoned R-15. • Site access is proposed as a full -access driveway onto Sidbury Road. Farm Road is an undeveloped private, unimproved right-of-way. No access is proposed to Farm Road. • Following the August 3 Planning Board preliminary forum, the applicant provided additional conditions for consideration by the Board of Commissioners. Because the conditions were not included in the original Special Use Permit application materials they were not included with the preliminary findings of fact, however the board may consider adding any of the proposed conditions. ZONING CONSIDERATIONS • New RV parks are permitted in the R-15 district with approval of a Special Use Permit and are subject to supplemental standards in Section 4.3.4.E.2 of the Unified Development Ordinance (UDO). These standards generally address minimum number and size of spaces, open space, setbacks, access, and requirements for Environmental Health approval of private well and septic systems. • As proposed, the site meets the specifications of Section 4.3.4.E.2 of the UDO. • If approved, the project would be subject to Technical Review Committee and Zoning Compliance review processes to ensure full compliance with all ordinance requirements and specific conditions included in the approval. Only minor deviations from the approved conceptual plan, as defined by the UDO, would be allowed. S23-04 Staff Report BOC 10.2.2023 Page 4 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 4 AREA DEVELOPMENT S23-04 Staff Report BOC 10.2.2023 Page 5 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 5 TRANSPORTATION Site Access N Access: Sidbury Road 5idbuCy d �dr Od a CURRENT CONDITIONS Intensity of Current Zoning Vacant Land PROPOSED ACCESS Primary Access Sidbury Road via a full access driveway. Secondary Access N/A EXISTING ROADWAY CHARACTERISTICS Affected Roadway Sidbury Road Type of Roadway NCDOT Secondary Route S23-04 Staff Report BOC 10.2.2023 Page 6 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 6 Roadway Planning Capacity (AADT) 10,979 vehicles per day Latest Traffic Volume (AADT) 3,200 Latest WMPO Point -in -Time County (DT) No recent data count Current Level of Congestion Available Capacity NEARBY NCDOT STIP ROADWAY PROJECTS R-3300A — Hampstead Bypass (Right-of-way acquisition in progress. Extension of Military Cutoff to Pender County. 2026 construction year) TRAFFIC GENERATION Traffic Traffic Generated Potential Generated by by Proposed Impact of Present Designation proposed Designation Designation AM Peak Hour Trips 38 14 -24 PM Peak Hour Trips 50 18 -32 TRAFFIC IMPACT ANALYSIS (TIA) The estimated traffic generated from the site is under the 100 peak hour threshold that triggers the ordinance requirement for a Traffic Impact Analysis (TIA). SUMMARY The proposed project is located along a NCDOT secondary route that has available capacity. The proposed project is below the requirement for a TIA and reduces the estimated trip generation for the site by approximately half. The project site is in proximity to the future Military Cutoff expansion to the west and a curve in Sidbury Road to the east. NCDOT driveway permit requirements must be met to address access conditions before the project can receive a final Certificate of Occupancy. ENVIRONMENTAL • The subject property is not within any Special Flood Hazard Areas. • The Army Corps of Engineers issued a jurisdictional determination on February 13, 2023 that there are no wetlands on site. • The property is not within a Natural Heritage Area. • The subject property is located within the Island Creek Watershed. • The New Hanover County Conservation Resources Map indicate no conservation resources are present on the site. • Per the Classification of Soils in New Hanover County for Septic Tank Suitability, soils on the property consist of Class II (moderate limitation) and Class III (severe limitation) soils. Appropriate testing and permitting by Environmental Health will be required to verify the property can adequately support the septic needs of the project. S23-04 Staff Report BOC 10.2.2023 Page 7 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 7 OTHER CONSIDERATIONS Context and Compatibility • The area is predominately low -density residential and vacant, wooded land with an equestrian facility directly adjacent to the proposed use. Campground and RV uses are permitted with a Special Use Permit in most low to moderate density residential districts and the use is in line with rural development patterns. Planning staff has received inquiries about RV camping in the unincorporated areas of the county. The proposed use would provide an additional opportunity for recreational camping. • New Hanover County has funded a project to extend sewer infrastructure through the northern portion of the county ending at the future Hampstead bypass. Due to NCDOT wetland mitigation land, the Seagreen Farms conservation land, and existing sewer utilities from Pender County, future development east of the bypass is anticipated to be served by private septic systems or through utilities provided by Pender County. 2016 COMPREHENSIVE LAND USE PLAN The New Hanover County Future Land Use Map provides a general representation of the vision for New Hanover County's future land use, as designated by place types describing the character and function of the different types of development that make up the community. These place types are intended to identify general areas for particular development patterns and should not be interpreted as being parcel specific. LAND USE A lS,an aC uur Ot Cbnntc m 5'�dbury Rd Stdbury•Fd ,p O 523-04 a Future Land Use COMMUNITY MIXED USE Future Land Use Map Place Type Community Mixed Use The community mixed use place type focuses on small-scale, compact, mixed use development patterns that serve all modes of travel and act as an Place Type attractor for county residents and visitors. Types of appropriate uses include Description office, retail, mixed use, recreational, commercial, institutional, and multi- family and single-family residential. S23-04 Staff Report BOC 10.2.2023 Page 8 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 8 The subject property is located along Sidbury Road, a secondary roadway corridor predominately serving single-family residences and agricultural uses. Public utilities are not currently available at the site. If approved, local and state inspections and permitting will be required for well and septic service. The proposed use will generate an estimated 14 AM and 18 PM peak hour trips. The estimated trip generation is less than the estimated trips generated if developed residentially. Analysis The 2016 Comprehensive Plan classifies the property as Community Mixed Use, which encourages recreational and commercial uses but does not provide specific policy direction for the proposed use. One of the goals of the plan is to support business success and promote place -based economic development. The Community Mixed Use place type also states that typically large-scale, lower density commercial developments are incompatible with the place type which focuses on small-scale, compact, mixed use development patterns that serve all modes of travel. EXAMPLE MOTIONS Staff does not provide a recommendation for Special Use Permit however staff has compiled information to assist the Board in their decision making to determine the appropriate Findings of Fact relevant to each required conclusion in the attached Required Conclusions and Preliminary Findings of Fact to Date. Based on the evidence presented to the Board, one of the following motions could be made: Example Motion for Approval: ❑ Motion to approve the permit as the Board finds that this application for a Special Use Permit meets the four required conclusions based on the findings of fact included in the Staff Report and additional evidence presented at the public hearing. OPTIONAL (if conditions have been identified that will bring the proposal in line with the required conclusions.) 13 Subject to the following conditions agreed to by the applicant: S23-04 Staff Report BOC 10.2.2023 Page 9 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 9 Example Motion for Denial: ❑ Motion to deny the permit because the Board cannot find (choose all that apply): a. That the use will not materially endanger the public health or safety if located where proposed (for the following reason(s)): ❑ b. That the use meets all required condition and specifications (for the following reason(s)): ❑ c. That the use will not substantially injure the value of adjoining or abutting property, or that the use is a public necessity (for the following reason(s)): d. That the location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is to be located and in general conformity with the Comprehensive Land Use Plan for New Hanover County (for the following reason(s)): S23-04 Staff Report BOC 10.2.2023 Page 10 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 10 REQUIRED CONCLUSIONS AND PRELIMINARY FINDINGS OF FACT TO DATE: After an analysis of the proposed use and the information provided as part of the application package staff have compiled the facts provided in the application and identified through staff technical review and analysis. They are organized by the applicable conclusion. These findings are preliminary and additional relevant facts may be presented during the public hearing. Compiled facts may or may not support the Board's conclusion. Conclusion 1: The Board must find that the use will not materially endanger the public health or safety where proposed and developed according to the plan as submitted and approved. Compiled Facts May or May Not Support the Board's Conclusion. Relevant Findings of Fact Presented to Date: A. CFPUA water and sewer are not currently available. Private well and septic system(s) approved by New Hanover County Environmental Health and the state Department of Environmental Quality (DEQ) will be required. B. New Hanover County has funded a project to extend sewer infrastructure through the northern portion of the county ending at the future Hampstead bypass. Due to NCDOT wetland mitigation land, the Seagreen Farms conservation land, and existing sewer utilities from Pender County, future development east of the bypass is anticipated to be served by private septic systems or through utilities provided by Pender County. C. The subject property is located in the New Hanover County Southern Fire Service District. D. Access to the site will be provided by a full access driveway to Sidbury Road. E. The National Wetlands Inventory and the New Hanover County Conservation Resources Map indicate no wetlands are present on the site. F. The proposed use will generate an estimated 14 AM and 18 PM peak hour trips. The estimated trip generation is less than the estimated trips generated if developed residentially. Conclusion 2: The Board must find that the use meets all required conditions and specifications of the Unified Development Ordinance. Compiled Facts May or May Not Support the Board's Conclusion. Relevant Findings of Fact Presented to Date: A. A Campground and RV Parks is allowed by Special Use Permit in the R-15, Residential zoning district. B. Section 4.3.4.E.2.a requires RV parks to contain at least 25 spaces. The proposed project contains 66 spaces. C. Section 4.3.4.E.2.c requires each space to be a minimum of 2,000 square feet. The proposed site plan contains a mixture of 2,000 square foot and 3,000 square foot minimum space sizes. D. Section 4.3.4.E.2.e requires all RV spaces be setback a minimum of 40 feet from street rights -of -way. The proposed site plan includes 50-foot setbacks from property lines. S23-04 Staff Report BOC 10.2.2023 Page 11 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 11 E. Section 4.3.4.E.2.f requires all spaces be located on sites with elevations that are not susceptible to flooding. The subject property is not within the Special Flood Hazard Area and a jurisdictional determination finding no wetlands on site was made by the Army Corps of Engineers on February 13, 2023. F. Section 4.3.4.E.2.g requires RV parks to have all weather roads directly abut each space and all road rights -of -way shall be 20 feet exempt that one-way roads may have a minimum width of 12 feet, areas of heavy traffic use shall be 30 feet. The proposed site plan provides the required right-of-way widths and road material shall be inspected prior to issuance of a Certificate of Occupancy. G. Section 4.3.4.E.2.h requires no space shall have direct vehicular access to public road. No spaces shown on the site plan have direct access to a public road. H. Section 4.3.4.E.2.i requires the park be developed with proper drainage ditches. New Hanover County Engineering must review and approve a stormwater permit prior to any building permit issuance or addition of impervious surface to the site. I. Section 4.3.4.E.2.i requires culs-de-sac or dead-end roads shall not exceed 1,000 feet in length measured from the entrance to the center of the turnaround. No culs-de-sac or dead- end roads are included in the site plan. J. Section 4.3.4.E.2.k requires that if two access points are provided on a public road, they must be a minimum of 300 feet apart. The proposed site plan provides one access point to a public road. K. Section 4.3.4.E.2.1 requires RV parks have a central structure that will provide separate toilet facilities for both sexes. The proposed site plan contains a clubhouse with bathroom and shower facilities. L. Section 4.3.4.E.2.m requires no swimming pool or bathing area shall be installed, altered, improved, or used without compliance with applicable Health Department regulations. No bathing area shall be used without the approval of the New Hanover County Health Department. The proposed site plan includes a swimming pool and bathing area which shall be permitted and inspected by the New Hanover County Environmental Health division of the Health Department. M. Section 4.3.4.E.2.n requires adequate and appropriate directional signage internal to the RV park site with indirect, non -flashing lighting allowed for sign illumination. Signage location and lighting required at commercial site plan review. Proposed signage and lighting must be approved by the Technical Review Committee before issuance of any building permits for the site. N. Section 4.3.4.E.2.o requires sanitary facilities be adequately lit, maintained, and conform with New Hanover County Health Department requirements. Proposed site plan includes location of sanitary facilities. Certificate of Occupancy shall not be issued without approval of the sanitary facilities by the Environmental Health division of the Health Department. O. Section 4.3.4.E.2.p requires the water supply be safe, adequate, conveniently located, and compliant with New Hanover County Health Department requirements. Certificate of Occupancy shall not be issued without approval of the state Department of Environmental Quality Drinking Water division due to the estimated number of connections to the well water system. P. Section 4.3.4.E.2.q requires sewage disposal systems comply with Health Department requirements, that the park provide at least one sewage dumping station. Sewage disposal S23-04 Staff Report BOC 10.2.2023 Page 12 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 12 shall be reviewed, permitted, and approved by the Environmental Health division of the Health Department. Q. Section 4.3.4.E.2.r requires a minimum of 0.25 acres of open space for every 50 spaces. The site plan proposes a minimum of 0.40 acres of open space, approximately 0.15 acres above the minimum required open space. R. Section 4.3.4.E.2.s requires fire hydrants connected to a central water system be approved by the Fire Marshal. Water will be provided to the project by private wells. Fire Marshal shall review and approve site plan through the Technical Review Committee. S. Section 4.3.4.E.2.t the park owner shall be responsible for refuse collection. T. Section 4.3.4.E.2.0 states one mobile home may be allowed in a park as an office and / or residence for persons responsible for operation and maintenance of the park. No mobile homes are proposed as part of the request. U. Section 4.3.4.E.2.v requires the operator to keep an accurate register containing a record of all occupants of the park and the record shall be available at all times for inspection by law enforcement officials, public health officials, and other officials whose duties necessitate acquisition of the information contained in the register. Conclusion 3: The Board must find that the use will not substantially injure the value of adjoining or abutting property or that the use is a public necessity. Compiled Facts May or May Not Support the Board's Conclusion. Relevant Findings of Fact Presented to Date: A. The proposed RV park is on vacant property approximately 350 feet from Sidbury Road. B. Land uses in the immediate vicinity of the subject site are residential, an equestrian facility, and state conservation and mitigation land. C. A 50-foot-wide buffer of existing trees retained on -site provides a visual and spatial buffer from adjacent properties. D. No contradictory evidence has been submitted that this project will substantially injure the value of adjoining or abutting properties. Conclusion 4: The Board must find that the location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is to be located and in general conformity with the Comprehensive Land Use Plan for New Hanover County. Compiled Facts May or May Not Support the Board's Conclusion. Relevant Findings of Fact Presented to Date: A. The subject site currently undeveloped. B. No known cultural or archaeological resources are identified on site. C. The site is bounded by residentially zoned property to the north, south, east, and west. S23-04 Staff Report BOC 10.2.2023 Page 13 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 13 D. Land uses in the immediate vicinity of the subject site are residential, an equestrian facility, and state conservation and mitigation land. E. The proposed use will generate an estimated 14 AM and 18 PM peak hour trips. The estimated trip generation is less than the estimated trips generated if developed residentially. F. The 2016 Comprehensive Plan does not provide specific policy direction for the proposed use. While one of the goals of the plan is to support business success and promote place - based economic development the Community Mixed Use place type also states that typically large-scale, lower density commercial developments are incompatible with the place type which focuses on small-scale, compact, mixed use development patterns that serve all modes of travel. S23-04 Staff Report BOC 10.2.2023 Page 14 of 14 Board of Commissioners - October 2, 2023 ITEM: 8 - 2 - 14 A P, lr::�5 '.. '� t .#•^' ,.� „ fix$ r Tb Board of Commissioners -October 282023 `> ►Han6- e County NC Mr., Initial Application Documents & Materials Board of Commissioners - October 2, 2023 ITEM: 8 - 6 - 1 NEW HANOVER COUNTY DEPARTMENT OF PLANNING & LAND USE 230 Government Center Drive, Suite 1 10 Wilmington, North Carolina 28403 Telephone (910) 798-7165 FAX (910) 798-7053 plan ningdevelopment. n hcgov.com SPECIAL USE PERMIT APPLICATION This application form must be completed as part of a special use permit application submitted through the county's online COAST portal. The main procedural steps in the submittal and review of applications are outlined in the flowchart below. More specific submittal and review requirements, as well as the standards to be applied in reviewing the application, are set out in Section 10.3.5 of the Unified Development Ordinance. Public Heari ng Procedures (Optional) 1* 2 3 4 5 6 7 Pre -Application Community Application Planning Public Hearing Planning Board Board of Post -Decision Conference Information Submittal & Director Review Scheduling & Preliminary Commissioners Limitations and Meeting Acceptance & Staff Report Notification Forum Hearing & Actions (TRC Optional) Decision *If the proposed use is classified as intensive industry, the applicant shall conduct a community information meeting in accordance with Section 10.2.3, Community Information Meeting. 1. Applicant and Property Owner Information Applicant/Agent Name Owner Name (if different from Applicant/Agent) Douglas Grant Same as Applicant Company Company/Owner Name 2 Address Address 8110 Sidbury Road City, State, Zip City, Stater Zip Wilmington, NC 28411 Phone Phone 910-520-3582 Email Email catadjusterdoug@gmaii.com Page 1 of 8 Board of Commissioners - OctobePZc2QZ3e Permit Application — Updated 02-2022 ITEM: 8 - 7 - 1 2. Subject Property Information Address/Location Parcel Identification Number(s) 8102, 8104 and 8106 Sidbury Rd. R02000-003-012-000, R02000-003-005-000 and R02000-003-013-000 Total Parcel(s) Acreage Existing Zoning and Use(s) I Future Land Use Classification 19.21 acres I R-15 — Vacant/Forestry__ [ Community Mixed Use 3. Proposed Zoning, Use(s), & Narrative Please list the proposed use(s) of the subject property, and provide the purpose of the special use permit and a project narrative (attach additional pages if necessary). The Applicant is proposing a Recreational Vehicle (RV) Park on the subject property. No change in current zoning is required or requested. Please see attached Exhibit A narrative for additional information. 4. Proposed Condition(s) Please note: Within a special use permit proposal, additional conditions and requirements which represent greater restrictions on the development and use of the property than the corresponding zoning district regulations may be added. These conditions may assist in mitigating the impacts the proposed development may have on the surrounding community. Please list any conditions proposed to be included with this special use permit application below. Staff, the Planning Board, and Board of Commissioners may propose additional conditions during the review process that meet or exceed the minimum requirements of the Unified Development Ordinance. Please see attached Exhibit A narrative. Board of Commissioners - October 2, 2023 Page 2 of 8 ITEM: 8 - 7 - 2 Special Use Permit Application — Updated 02-2022 5. Traffic Impact Please provide the estimated number of trips generated for the proposed use(s) based off the most recent version of the Institute of Traffic Engineers (ITE) Trip Generation Manual. A Traffic Impact Analysis (TIA) must be completed for all proposed developments that generate more than 100 peak hour trips, and the TIA must be included with this application. ITE land Use: LUC 416 — Campground/RV Park — Ind. Variable - Occupied Campsites I Trip Generation Use and Variable (gross floor area, dwelling units, etc.) AM Peak Hour Trips: 14 — 5 in, 9 out I PM Peak Hour Trips: 18 — 12 in, 6 Out I 6. Criteria Required for Approval of a Special Use Permit A use designated as a special use in a particular zoning district is a use that may be appropriate in the district, but because of its nature, extent, and external impacts, requires special consideration of its location, design, and methods of operation before it can be deemed appropriate in the district and compatible with its surroundings. The purpose is to establish a uniform mechanism for the review of special uses to ensure they are appropriate for the location and zoning district where they are proposed. For each of the four required conclusions listed below, include or attach a statement that explains how any existing conditions, proposed development features, or other relevant facts would allow the Board of County Commissioners to reach the required conclusion, and attach any additional documents or materials that provide supporting factual evidence. The considerations listed under each required conclusion are simply those suggested to help the applicant understand what may be considered in determining whether a required conclusion can be met. Any additional considerations potentially raised by the proposed use or development should be addressed. 1. The use will not materially endanger the public health or safety if located where proposed and approved. Considerations: • Traffic conditions in the vicinity, including the effect of additional traffic on streets and street intersections, and sight lines at street intersections with curb cuts; • Provision of services and utilities, including sewer, water, electrical, garbage collections, fire protection; • Soil erosion and sedimentation; • Protection of public, community, or private water supplies, including possible adverse effects on surface waters or groundwater; or • Anticipated air discharges, including possible adverse effects on air quality. Please see attached Exhibit A narrative. Page 3 of 8 Board of Commissioners - Octobep4ckOYAe Permit Application — Updated 02-2022 ITEM: 8 - 7 - 3 2. The use meets all required conditions and specifications of the Unified Development Ordinance. Please see attached Exhibit A narrative. 3. The use will not substantially injure the value of adjoining or abutting property, or that the use is a public necessity. Considerations: • The relationship of the proposed use and the character of development to surrounding uses and development, including possible conflicts between them and how these conflicts will be resolved (i.e. buffers, hours of operation, etc.). • Whether the proposed development is so necessary to the public health, safety, and general welfare of the community or County as a whole as to justify it regardless of its impact on the value of adjoining property. Please see attached Exhibit A narrative. Page 4 of 8 Board of Commissioners - Octob&rp,cLd$be Permit Application — Updated 02-2022 ITEM: 8 - 7 - 4 4. The location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is to be located and in general conformity with the New Hanover County Comprehensive Land Use Plan. Considerations: • The relationship of the proposed use and the character of development to surrounding uses and development, including possible conflicts between them and how these conflicts will be resolved (i.e. buffers, hours of operation, etc.). • Consistency with the Comprehensive Plan's goals, objectives for the various planning areas, its definitions of the various land use classifications and activity centers, and its locational standards. Please see attached Exhibit A narrative. Page 5 of 8 Board of Commissioners - Octob613-2cOPRe Permit Application — Updated 02-2022 ITEM: 8 - 7 - 5 Staff will use the following checklist to determine the completeness of your application. Please verify all of the listed items are included and confirm by initialing under "Applicant Initial". If an item is not applicable, mark as "N/A". Applications determined to be incomplete must be corrected in order to be processed for further review; Staff will confirm if an application is complete within five business days of submittal. Applicant Application Checklist lnitpi This application form, completed and signed Application fee: • $500; $250 if application pertains to a residential use (i.e., mobile home, duplex, family child care home). ❑ Traffic Impact Analysis (if applicable) NIA • The official TIA approval letter is recommended prior to this item being placed on the �'i Planning Board meeting agenda. • The official TIA approval letter is required prior to this item being placed on the Board of Commissioners meeting agenda. /Conceptual Site Plan including the following minimum elements: • Tract boundaries and total area, location of adjoining parcels and roads • Proposed use of land, structures and other improvements o For residential uses, this shall include number, height, and type of units; area to be occupied by each structure; and/or subdivided boundaries. o For non-residential uses, this sholl include approximate square footage and height of each structure, an outline of the area it will occupy, and the specific purposes for which it will be used. • Proposed transportation and parking improvements; including proposed rights -of - way and roadways; proposed access to and from the subject site; arrangement and access provisions for parking areas. • All existing and proposed easements, required setbacks, rights -of -way, and buffering. • The location of Special Flood Hazard Areas. • The approximate location of regulated wetlands. • A narrative of the existing vegetation on the subject site including the approximate location, species, and size (DBH) of regulated trees. For site less than 5 acres, the exact location, species, and sized (DBH) of specimen trees must be included. • Any additional conditions and requirements that represent greater restrictions on development and use of the tract than the corresponding general use district regulations or additional limitations on land that may be regulated by Federal or State law or local ordinance. • Any other information that will facilitate review of the proposed special use permit (Ref. Section 10.3.5, as applicable) ❑ Applications for uses in the intensive industry category must also submit: NIA• Community meeting written summary • A list of any local, state, or federal permits required for use One (1) hard copy of ALL documents and site plan. Additional hard copies may be /1 required by staff depending on the size of the document/site plan. f/ �— fd�One (1 ) digital PDF copy of ALL documents AND plans ❑ For wireless support structures or substantial modifications, the elements listed on the N 14attached checklist NNN Page 6 of 8 Board of Commissioners - Octobdq-21F2D23e Permit Application -- Updated 02-2022 ITEM: 8 - 7 - 6 7. Acknowledgement and Signatures By my signature below, I understand and accept all of the conditions, limitations, and obligations of the special use permit for which I am applying. I understand that the existing Official Zoning Map is presumed to be correct. I understand that I have the burden of proving that the proposal meets the four required conclusions. I certify that this application is complete and that all information presented in this application is accurate to the best of my knowledge, information, and belief. If applicable, I also appoint the applicant/agent as listed on this application to represent me and make decisions on my behalf regarding this application during the review process. The applicant agent is hereby authorized on my behalf to: 1. Submit an application including all required supplemental information and materials; 2. Appear at public hearings to give representation and comments; 3. Act on my behalf without limitations with regard to any and all things directly or indirectly connected with or arising out of this application; and 4. Provide written consent to any and all conditions of approval. Signature of Property Owner(s) t�r Signature of Applicant/Agent Douglas Grant Print Name(s) Douglas Grant Print Name Note: This form must be signed by the owner(s) of record. If there are multiple property owners, a signature is required for each owner of record. The landowner or their attorney must be present for the application at the preliminary forum and public hearing. If an applicant requests delay of consideration from the Planning Board or Board of County Commissioners before notice has been sent to the newspaper, the item will be calendared for the next meeting and no fee will be required. If delay is requested after notice has been sent to the newspaper, the Board will act on the request at the scheduled meeting and are under no obligation to grant the continuance. If the continuance is granted, a fee in accordance with the adopted fee schedule as published on the New Hanover County Planning website will be required. Page 7 of 8 Board of Commissioners - OctobGP2ciW2Qe Permit Application — Updated 02-2022 ITEM: 8 - 7 - 7 Print Form .`"GQN' Y`t'pRT NEW HANOVER COUNTY 0 o PLANNING & LAND USE AUTHORITY FOR `Tld, IwM APPOINTMENT OF AGENT 230 Government Center Drive Suite 110 Wilmington, NC 28403 910-798-7165 phone 910-798-7053 fax www.nhcgov.com Please note that for quasi-judicial proceedings, either the land owner or an attorney must be present for the case at the public hearing. The undersigned owner does hereby appoint an authorized the agent described herein as their exclusive agent for the purpose of petitioning New Hanover County for a variance, special use permit, rezoning request, and/or an appeal of Staff decisions applicable to the property described in the attached petition. The Agent is hereby authorized to, on behalf of the property owner: 1. Submit a proper petition and the required supplemental information and materials 2. Appeal at public meetings to give representation and commitments on behalf of the property owner 3. Act on the property owner's behalf without limitations with regard to any and all things directly or indirectly connected with or arising out of any petition applicable to the New Hanover County Zoning Ordinance. Agent Information Property Owner(s) Subject Property Name Owner Name Address Matthew A. Nichols Douglas Grant 8102, 8104 and 8106 Sidbury Rd Company Owner Name 2 City, State, Zip Law Office of Matthew A. Nichols Wilmington, NC 28411 Address Address Parcel ID 3205 Randall Parkway, Suite 104 8110 Sidbury Road R02000-003-012-000, City, State, Zip City, State, Zip R02000-003-005-000 and ilmington, NC 28403 Wilmington, NC 28411 R02000-003-013-000 Phone Phone 10-508-7476 910-520-3582 Email Email matt@mattnicholslaw.com catadjusterdoug@gmail.com Case Number Reference: Date/Time received: Received by: This document was willfully executed on the day of���— , 20 Z3 ✓1. U Owner I Signature Owner 2 Signature Board of Commissioners - October 2, 2023 09/14 ITEM: 8 - 7 - 8 Exhibit A to Special Use Permit Application Project Narrative: The Applicant, Doug Grant, is proposing to develop a 66-space Recreational Vehicle (RV) Park on approximately 19.21 acres located at 8102, 8104 and 8106 Sidbury Road in New Hanover County. The Applicant, who has owned the subject property since September 2013, also owns and resides at 8110 Sidbury Road, which is adjacent to the proposed RV park. The Applicant intends to continue residing at 8110 Sidbury Road and plans to operate and manage the RV park. The subject property is located in the R-15 Zoning District, which allows RV parks pursuant to Special Use Permit. No rezoning of the subject property is required or proposed. As illustrated on the site plan, the proposed RV park will also include a swimming pool, clubhouse/laundry building, maintenance building and office. The 66 RV spaces will be located in the center of the site and there will be a 50-foot buffer that surrounds the perimeter of the entire site, with the exception of the access along Sidbury Road, which will consist of a 24-foot wide access road within approximately 60 feet of roadway frontage. Along with an internal RV park road, the existing driveway will remain from the front of the property to the Applicant's home on the separate parcel located behind the proposed RV park. 1. The use will not materially endanger the public health or safety if located where proposed and approved. The use will not materially endanger the public health or safety if located where proposed and approved. The proposed RV park use is a low -impact recreational use which will generate significantly less peak hour trips than a by -right R-15 subdivision. The peak usage of the RV park is anticipated to be on weekends, when commuter and school traffic is significantly reduced. A Traffic Impact Analysis is not required for the project; however, transportation engineer has been engaged to prepare a technical memorandum providing a trip generation comparison of the proposed land use and the assumed by -right land use, which will be provided to the County as soon as it is available. Where required, Fire Hydrant(s) will be provided in accordance with specifications established by the NHC Fire Marshal. The private water supplies will be designed to conform to NHC Health Department regulations and will have no adverse effects on surface water or ground water. Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 9 2. The use meets all required conditions and specifications of the Unified Development Ordinance. The use will meet all required conditions and specifications of the UDO, including, but not limited to the requirements for Campground/RV Parks set forth in UDO § 4.3.4.E.2 as follows: a. Every recreational vehicle park shall contain at least 25 spaces. • The proposed park contains 66 spaces. b. Recreational vehicles and travel trailers shall only be occupied in approved campgrounds. • This requirement will be met. The park will be limited to 66 spaces as shown on the site plan. c. Every space shall consist of a minimum area of 2, 000 square feet. Each space shall be designated on the ground by permanent markers or monuments. • All of the spaces will have a minimum area of 2,000 square feet and the vast majority will exceed that. Specifically, there are 55 proposed 3,000 sq. ft. spaces and 11 proposed 2,000 sq. ft. spaces. The spaces will be properly marked for identification. d. Parking spaces sufficient to accommodate at least one motor and camping vehicle shall be constructed within each space. • The spaces will be designed to accommodate at least one motor and camping vehicle. e. All spaces developed adjacent to a public street shall be set back a minimum of 40 feet from the street right-of-way. • No space is adjacent to a public street. Farm Road is not a public roadway. Though not required, the site plan still provides a 50-foot buffer along Farm Road, thus exceeding the 40-foot setback applicable to a street right-of-way. f. All spaces shall be located on sites with elevations that are not susceptible to flooding. The spaces shall be graded to prevent any water from ponding or accumulating within the park. Each space shall be properly Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 10 graded to obtain a reasonably flat site and to provide adequate drainage away from the space. • The property is not located in a FEMA Special Flood Hazard Area. The RV spaces will be graded to prevent any water from ponding or accumulating within the park, and each space shall be properly graded to obtain a relatively flat site and to provide adequate drainage away from the space. g. The park shall have all weather roads that directly abut each space. All road rights -of -way shall be 20 feet except that one-way roads may have a minimum width of 12 feet. In areas of heavy traffic use, 30-foot rights -of - way shall be required. • All proposed roads will meet or exceed the minimum required width and will be all-weather roads. The one-way roads will be 16 feet wide. This exceeds the 12-foot minimum requirement for a one-way road. Each RV space abuts the proposed internal road/driveway. h. No space shall have direct vehicular access to a public road. • No space has direct vehicular access to a public road. i. The park shall be developed with proper drainage ditches. All banks shall be sloped and seeded. • Drainage ditches will be engineered to provide adequate drainage of surface water and directed to the storm water pond. The ditch banks will be sloped and seeded. All applicable State and County erosion control and stormwater regulations will be met. j. Cul-de-sacs or dead-end roads shall not exceed 1,000 feet in length measured from the entrance to the center of the tumaround. Any road designed to be permanently closed shall have a tumaround at the closed end with a minimum right-of-way diameter of 80 feet. • There are no cul-de-sacs or dead-end roads. No roads are designed to be closed. A security gate will be located at the entrance to the park. k. When the park has more than one direct access to a public road, they shall not be less than 300 feet apart or closer than 300 feet to a public road intersection unless unusual site conditions demand otherwise. A-3 Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 11 The park has one direct access to a public road (Sidbury Road). 1. Each park shall have a central structure or structures that will provide separate toilet facilities for both sexes. This structure may also contain a retail sales counter and/or coin operated machine for the park residents' use only, provided there is no exterior advertising. Vending machines also may be permitted in a sheltered area. Bathroom facilities will be provided within the clubhouse and office buildings. The laundry facility will be located within the office building as shown on the site plan. The proposed RV park will contain a retail sales counter, laundry facilities and/or coin operated machines for park guests only. There will be no exterior advertising for these items. m. No swimming pool or bathing area shall be installed, altered, improved, or used without compliance with applicable Health department regulations. No bathing area shall be used without the approval of the New Hanover County Health Department. • The proposed swimming pool and any bathing areas will be constructed and maintained in compliance with all applicable State and County Health Department regulations and with inspections/permitting and approval of the New Hanover County Health Department. n. Park identification signs shall comply with the following standards: 1. No more than two signs with a total area of not more than 32 square feet for each sign may be permitted. 2. Signs shall be located on park property no closer than 10 feet to any property line or road right-of-way. 3. Only indirect non -flashing lighting may be used for illumination and the sign must be constructed in such a manner as to prevent a direct view of the light source from any public right-of-way. • All applicable sign regulations will be met. o. Sanitary facilities shall be provided in accordance with the following standards: All toilet, shower, lavatory, and laundry facilities shall be provided and maintained in a clean and sanitary condition and kept in good repair at all times. A-4 Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 12 2. They shall be safely and adequately lighted. 3. Facilities shall be easily accessible and conveniently located. 4. All toilet, shower, lavatory, and laundry room facilities shall be acceptable to the New Hanover County Health department and shall be inconformity with all New Hanover County codes. 5. All buildings shall be constructed in accordance with the building codes for the county. All sanitary facilities will be provided in accordance with the above requirements, including being kept in good repair and clean, sanitary condition at all times, being safely and adequately lighted, and accessible and conveniently located. They will be constructed and maintained in accordance with all Health Department regulations and applicable building code requirements. p. Water supply shall comply with the following standards: 1. A safe, adequate, and conveniently located water supply must be provided for each park. 2. No water supply shall be installed, altered, or used without the approval of the New Hanover County Health Department. • All water supply standards will be met. q. Sewage disposal shall comply with the following standards: 1. Sewage dumping stations shall be approved by the New Hanover County Health Department. 2. Each park shall provide at least one sewage dumping station. 3. No method of sewage disposal shall be installed, altered, or used without the approval of the New Hanover County Health department. 4. All sewage wastes from each park, including wastes from toilets, showers, bathtubs, lavatories, wash basins, sinks, and water using appliances not herein mentioned, shall be piped into the park's sewage disposal system or systems. All sewage disposal regulations will be met. The area shown on the proposed plan defines an excess of land area required for septic fields as per the NHC Health Department. r. Open space shall be provided in accordance with the following standards: I. Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 13 1. Each park shall provide open space areas to serve the needs of the anticipated users. 2. A minimum of 0.25 acres of level, well -drained ground for every 50 spaces shall be required as open space. 3. The park owner is responsible for the development and maintenance of all open space areas. The Applicant is proposing 1.5 acres of open space and will be responsible for development and maintenance of all open space areas. There will be both active and passive space, including an amenity area, a swimming pool and a trail around the pond. s. Fire hydrants shall be provided in accordance with the following standards: 1. The developer of any campground or recreational vehicle park with a central water system meeting State requirements for fire hydrants shall be responsible for providing adequate fire protection for the park through the provision of a fire hydrant located as close as possible to the entrance of the park. 2. The hydrant shall be connected to the central water system serving the park and in accordance with specification established by the County Fire Marshal. • Where required, fire hydrant(s) will be provided in accordance with specifications established by the NHC Fire Marshall. t. The park owner is responsible for refuse collection. Refuse will be collected by park staff from each site daily and transferred to the park dumpster. u. It shall be unlawful for a person to park or store a mobile home in a campground or recreational vehicle park. However, one mobile home may be allowed within a park to be used as an office and/or residence of persons responsible for the operation and maintenance of the travel trailer park. • The Applicant is not proposing any mobile homes on the property. The proposed RV park is for operational RVs and recreational/vacation use on a temporary basis only. The RV park is not intended to be, nor will it be allowed to be, used for permanent residences. Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 14 v. It shall be the duty of the operator of the campground or recreational vehicle park to keep an accurate register containing a record of all occupants of the park. The owner shall keep the register available at all times for inspection by law enforcement officials, public health officials, and other officials whose duties necessitate acquisition of the information contained in the register. The register shall contain the following information: 1. Name and address of the occupants of each space; 2. Date entering and leaving the park; and 3. The license number of each vehicle (car, truck, camping vehicle, etc.) with state of issuance, make, and type of equipment. • The RV park will keep accurate and up-to-date records as required by all County regulations. 3. The use will not substantially injure the value of adjoining or abutting property, or that the use is a public necessity. The proposed use will not substantially injure the value of adjoining or abutting property. The proposed use will be a high -quality, well maintained and managed RV park. The Applicant is proposing a 50-foot buffer between the RV park and adjacent uses, with the exception of the entrance where only a 26-foot wide drive will be constructed on a portion of land approximately 60 feet in width. Additionally, it should be noted that the Applicant's own residence is located adjacent to the proposed RV park, and the Applicant will continue to access his home through the RV park property. 4. The location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is to be located and in general conformity with the New Hanover County Comprehensive Land Use Plan. The proposed Special Use is both in harmony with the area and consistent with the Comprehensive Land Use Plan. The proposed RV park is a recreational outdoor commercial use which is permitted in the R-15 District by Special Use Permit. A horse farm is located on an adjacent 22-acre parcel (approx.), also zoned R-15. The subject property is designated Community Mixed use placetype. Consistent with this placetype, a campground/RV park adds to the mix of compatible uses in the area without compromising the rural setting of this portion of Sidbury Road. It also enhances the mixture of uses without the need for sewer and water infrastructure, which is not yet available in this area. Recreational uses are included in the types of uses recommended I_Wl Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 15 for this placetype. The proposed special use is also consistent with County goals such as supporting business growth, particularly for small businesses, supporting economic opportunity, attracting visitors and promoting tourism for our region. Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 16 REPORT OF COMMUNITY INFORMATION MEETING Proposed Special Use Permit Request for 8102, 8104 and 8106 Sidbury Rd. The undersigned hereby certifies that written notice of a community meeting for the above - referenced special use permit request was mailed via First Class Mail to all property owners within 500 feet of the subject property as listed on the County tax records on May 15, 2023, and also submitted to the County Planning Department on May 15, 2023 for email distribution via the "Sunshine List". A list of all adjacent property owners to whom written notice was mailed is attached hereto as Exhibit "A". A copy of the written notice is also attached as Exhibit `B". The meeting was held at the following time and place: Thursday, May 25, 2023 from 6:00 p.m. to 7:00 p.m. at Russell's Reach Farm located at 8120 Sidbury Road, Wilmington, NC 28411. The persons in attendance were: For a list of persons in attendance, please see copy of sign -in sheets from the Community Meeting attached hereto as Exhibit "C". On behalf of the Applicant the following people were in attendance: Douglas Grant, Applicant/Property Owner; Matt Nichols and Nikki Cooper (paralegal), Law Office of Matthew A. Nichols. The following issues were discussed at the Community Meeting: • The proposed site plan, including the general layout and plans for the RV Park; • The Special Use Permit application and public hearing process; • The anticipated timeline and the SUP process; • New development currently under construction on Sidbury Road; • Anticipated traffic generation and neighbor traffic concerns; • Planned roadway improvements in general vicinity; • Driveway design; • The proposed nature of the 50' buffer; • Management of the proposed RV park; • Restricting length of time campers can stay; • Lighting; and, • Possible alternative by -right uses in the R-15 district. As a result of the meeting the following changes were made to proposed project: • Driveway at entrance centered along approximately 60-foot roadway frontage along Sidbury Road. • Driveway at entrance widened. Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 17 • Added an 8-foot wood fence section adjacent to two parcels at entrance to RV park. Additionally, since the Community Meeting the following changes have been made to the site plan: • Location of proposed sign added along entrance. • Relocated dumpster and maintenance building. • Added location of proposed pump houses/water wells. Respectfully submitted, By: 2z Matthew A. Nichols, attorney and agent for the Special Use Permit Applicant and Property Owner, Douglas Grant Law Office of Matthew A. Nichols Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 18 C O V .a 'C d .O O C. Ln tz c IV Gl 4- O O Ln C r+ �3 a� c 0 a O ILA.. 'o Lr) V L. O M U Z J V1 p CO N u Z Z 0000 = J r r 00 N u Z Z Z_ J r r 00 N u Z Z cZ_ 7J r r 00 N u Z Z Z_ J CO N u Z Z 00000000000 Z_ J r 0000 N u Z Z cZ_ J N N u Z Z cZ_ 7J Lf1 O CO N u Z Z cZ_ jJ r r Co N u Z Z cZ_ jJ L!'1 O 00 N u Z Z cZ_ J r r 00 N U= Z Z cZ_cZ_ J O co V CO CO N Z LJ W !!1 CD 00 N u Z Z J Un CO N u Z Z cZ_ 7J F y ua cr_ Of OfOlf U ck� cc� C,� Cr o of or cr- o' acr: Q� w Q w w rr' X w� a w D D D D D D D a D O m m m m m m m Qc V1 Lo Ln Ln In Ln M V] [n cn [n O D- N L!) h O l0 I- N O M m Co O co (- G Q r O r r 0 U1 N N O N N co M N co CD co r 00 CD co 00 CD co = 00 — co C� CD Ln Ln r z `U O w z O o J u J a a Q Q m J z❑ w} J J z z Ln U= Lu ❑ cn of� Q S u 2 cn z a w �, Z v1 ❑<�z to U a�U�DQIcj�anf w Z u c Of ❑_ Q Z g Q Q z t7 S M> O w Q " a ui O u O Q cn ''' S 0 N O Jre, °C cta F- aC m a Q w� N= LU w Z ❑ J S S S W u Jck� Q In CO Q ❑ �u z I w= af p J O0 �G Of Ln Q Of w c7 Q = I U _ U :1 n a 9 Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 19 EXHIBIT LAW OFFICE OF MATTHEW A. IVICHOLS 3205 Randall Parkway, Suite 104 Ph: (910) 508-7476 Wilmington, NC 28403 Email: matt@mattnicholslaw.com May 15, 2023 NOTICE OF COMMUNITY MEETING TO: Adjacent and Nearby Property Owners and Residents FROM: Matthew A. Nichols RE: Community Meeting Regarding Proposed Special Use Permit Request Thursday, May 25, 2023 — 6:00 p.m. to 7:00 p.m. Dear Neighbors: This is a notice for a community information meeting for an upcoming Special Use Permit request by my client, Douglas Grant, the applicant and property owner, for the development of a proposed RV (Recreational Vehicle) Park on my client's property located at 8102, 8104 and 8106 Sidbury Rd., Wilmington, NC 28411. The subject properties located at 8102, 8104 and 8106 Sidbury Rd. are identified as New Hanover County Tax Parcel ID Nos. R02000-003-012-000, R02000-003-005-000 and R02000- 003-013-000, and are generally shown as that area shaded in yellow on the attached exhibit map (Exhibit 1). Also attached to this notice is a preliminary conceptual plan of the proposed project (Exhibit 2). The purpose of the community information meeting is to explain the proposed development and answer questions from meeting attendees. This meeting is also open to the general public. The community information, meeting will be held at Russell's Reach Farm located at 8120 Sidbury Rd., Wilmington, NC 28411 from 6:00 p.m. to 7:00 p.m. on Thursday, May 25, 2023. For directions or for further information, or if you are unable to attend the community information meeting and have any questions, comments or concerns about this matter, please feel free to contact me or my paralegal Nikki Cooper at the contact information listed above, and I will be glad to speak or meet with you individually at your convenience. Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 20 1-4 Cz CL N� Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 22 COMMUNITY INFORMATION MEETING SIGN -IN SHEET FOR SPECIAL USE PERMIT REQUEST 8102, 8104 and 8106 Sidbury Rd. (New Hanover County Tax Parcel ID No. R02000-003-012-000, R02000-003-005-000 and R02000-003-013-000) Thursday, May 25, 2023, 6:00p.m. to 7:00 p.m. Russell's Reach Farm, 8120 Sidbury Rd., Wilmington, NC 28411 NAME ADDRESS �IiGKPtn�-Cavu� �11f7 F..eovoaa l/�o�i�rta-.� EXHIBIT 8 7s36 ILI /,O�t ws�o�, 7 7 13 �W _2-V_4-e7Z DPN 1Z) 5 F 3 S7 15 l.F�k� l� K �..✓ t l Z ��f �1 I Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 23 NAME ME V. -4 M��o Community Information Meeting Sign -In Sheet Proposed Special Use Permit Request for 8102, 8104 and 8106 Sidbury Rd. ADDRESS Thursday, May 25, 2023 Russell's Reach Farm, 8120 Sidbury Rd. 1( i9 •�- K S� �f e � la •�� 6 l v� -sW iiv G �w Nv%4 IS 1 OAS S1 dbuY j VW . R r -7 17 _ AWPI Dav►J E. Acu-rd I !Sir -.A Low 1 b, a r p �'zV G S,�dbufv 1K Sb � �I Z8/06 � Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 24 DAVEY#-,: Resource Group July 12, 2023 TO: Robert Farrell New Hanover County Planning Development Review 230 Government Center Drive Ste. 110 Wilmington, NC 28403 RE: Existing Trees Summary of Findings — 8102, 8104, & 8106 Sidbury Rd, Wilmington, NC 28411 Dear Mr. Farrell: Davey Resource Group, Inc. (DRG) conducted a wetland and stream delineation of the approximately 19.6-acre parcel located at 8102, 8104, & 8106 Sidbury Rd, Wilmington, NC 28411. Our work included an assessment of available maps (county soil survey, USGS topographic quadrangle, etc.) and aerial photographs. DRG staff visited the site on January 6, 2023. Our on -site evaluations included assessments of the three parameters (vegetation, soils, and hydrology) that identify the limits of jurisdictional wetlands as defined in the 2010 Regional Supplement to the Corps of Engineers (COE) Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (Version 2.0). A full tree inventory has not been conducted, but a broad assessment of vegetation is always performed during a wetland delineation. The following is a summary of our findings. Based upon observations noted at the time of our field evaluation, the site is approximately 90% comprised of Loblolly Pine (Pinus taeda) less than 12in DBH (Diameter at Breast Height). The site has been under a Forest Development Program in association with the North Carolina Forest Service. The Forest Development Program is a reforestation, afforestation, and forest stand improvement cost -sharing program. Loblolly Pine is the most common tree species that is planted and managed in our area due to its high growth rate and commercial timber value. There were some hardwood species scattered around the site. The hardwood species that were observed on -site included: Red Maple (Ater rubrum), Sweetgum (Liquidambar styraciflua), Laurel Oak (Quercus laurifolia), and Blackgum (Nyssa sylvatica). Our findings are based upon site evaluations and field notes. Therefore, it should be noted again that a full tree inventory has not been performed at this time. This summary represents a broad vegetation assessment that was performed as part of the wetland delineation. If required, DRG can perform a full tree inventory, which would be completed by a Certified Arborist. Daveyresoureegroup.comlCarolinas • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 25 DAVEY#- Resource Group hope this information is of assistance for your work. I may be reached either by phone at 910.508.4598 or by email at cam eron.owensCCDdavey.com should you have any questions. Thank you for allowing Davey Resource Group the opportunity to assist you with this evaluation. Sincerely, Cameron Owens, ISA Certified Arborist0 SO-10538A Environmental Scientist — Project Manager Daveyresourcegroup.com/Carotinas • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 Board of Commissioners - October 2, 2023 ITEM: 8 - 7 - 26 Applicant Proposed Conditions Board of Commissioners - October 2, 2023 ITEM: 8 - 8 - 1 Property Owner —Applicant Proposed Conditions Special Use Permit Application for RV Park New Hanover County Planning File No. S23-04 8102, 8104 and 8106 Sidbury Road The Property Owner -Applicant, Douglas Grant, proposes the following conditions for the above -referenced Special Use Permit request: 1. 50-foot perimeter buffer as shown on Special Use Permit concept plan. 2. No cabins or park model homes shall be permitted on site. 3. Maximum stay shall be thirty (30) consecutive days. 4. No RV storage shall be allowed on site. 5. One RV or mobile home may be allowed to be used as an office and/or residence of persons responsible for the operation and maintenance of the RV park. 6. All RV sites shall have individual connections to water, electric and the internal septic system. Dated: 8/29/23 Board of Commissioners - October 2, 2023 ITEM: 8 - 8 - 2 Concept Plan Board of Commissioners - October 2, 2023 ITEM: 8 - 9 - 1 ♦� \ to \CU •. \ 0 \ 1 \ \ 16' ♦♦` +GCS \ \ F Fe �aa PARCEL ID R02000-004-003-000 \ DEPARTMENT OF TRANSPORTATION ♦♦` \\ S�dbu'N PARCEL ID R02000-003-010-000 RUSSELLS REACH LLC Conceptual Master Plan Sidbur RV Park Wilmington,New Hanover ounty, North Carolina TABULATIONS: Nr-W hANUVtK C=AKUL1 NA PARCEL ID - R02000-003-01 2-000 R02000-003-01 3-000 R02000-003-005-000 OVERALL SITE ACREAGE REQUIRED OPEN PROVIDED OPEN RV SITES - 5 5 - 40' II-40'X 3000 51' 2000 5E ACRE5(PA551VE/ACTIVE AMENITY AREA,POOL, TRAIL AROUND POND) TYPICAL DIMENSION STANDARD SCALE: 1 "=60' H+W DESIGN 2 5 1 2 Independence Blvd. S u i t e 2 0 0 Wilmington, NC 2 8 4 1 2 June 26, 2023 This plan is a graphic representation and should be utilized for discussion purposes only. The lot plan approximates existing conditions relating to property boundaries. Plan components may change based upon regulatory and municipal regulations and requirements at time of approvals and/or development activity. Not for construction. Board of Commissioners - October 2, 2023 ITEM: 8 - 10 - 1