ON CO Johnston County Planning Board March 18, 2025-6:00 PM Johnston County, Courthouse County Commissioners Room Smithfield, North Carolina 6, 7 CATIDNS 1. PLEDGE OF ALLEGIANCE 2. APPROVAL OF THE MINUTES: From the February 18th, 2025 Planning Board Meeting 6:00pm (Subdivision Review) 3. SUBDIVISIONS (Speakers to be Sworn In) Beulahmoore (10.03 acres, 11 lots) Old Beulah Rd. (SR 1934) and Moore Rd. (SR 2145) in Beulah Township. Turlington Tract Phase 2 (18.38 acres, 21 lots) 3028 Benson Hardee Rd. (SR 1303) in Elevation Township. Dodd Tract (99.80 acres, 51 lots) 626 Dodd-McLamb Rd. (SR 1156) in Ingrams Township. 6:00pm or after (Public Hearings) 4. SPECIAL USE CASES (Public forum only-No Vote) CASE 18-13 MOD Petition to Modify Special Use Permit: Petition to modify Special Use Permit for 3.6 acres located at 3919 Raleigh Rd. in Cleveland Township zoned Community Business-Special Use District (CB-SUD), to add private tattoo studio to previously allowed uses. Tax ID: 06H07013C Owner: Amanda McNulty Applicant: Amanda McNulty Requested amendment: Add the following allowable uses: Private Tattoo Studio to the existing Special Use Permit. 5. DISCUSSION ITEMS 6. INFORMATION ITEMS 7. NEXT MEETING: April 15th, 2025 8. ADJOURNMENT DRAFT MEETING OF THE JOHNSTON COUNTY PLANNING BOARD Tuesday, February 18, 2025 6:00 p.m. The Johnston County Planning Board met in regular session on Tuesday, February 18, 2025 at 6:00 p.m. in the County Commissioners Meeting Room, Johnston County Courthouse Annex, Smithfield, N.C. with the following members: Present: Jared Crenshaw, Susan Ford, Brooke Holmes, Debbie Howard, Freddie Hudson, Will Letchworth, Tim Little, Gary Lovering, Jay Sasser Absent: BOE Representative Also present: Braston Newton, Director; Todd Marr, Senior Planner; Cameron Pittman, Planner; Jennifer Slusser, County Attorney; Michelle Davis, BOCC Representative Chairman Letchworth opened the meeting at 6:00 p.m. with the Pledge of Allegiance led by Mr. Hudson. Approval of the Minutes: Upon a motion by Ms. Holmes to approve the January 28, 2025 Planning Board Minutes, seconded by Mr. Hudson, and carried by a unanimous vote of 9-0, the January 28, 2025 Planning Board Minutes were approved as presented. Election of Officers: Mr. Hudson made a motion to nominate Will Letchworth as Chair and Tim Little as Vice-Chair, seconded by Ms. Howard. There were no other nominations. The vote was carried by a unanimous vote of9-0. All speakers were sworn in. Subdivisions: Turlington Tract Phase 2 Owner: Tony & Diane Johnson Developer: Benson-Hardce-Lan LLC Surveyor/Engineer: Freedom Firm PC Acreage/Lots: 18.38 acres, 21 lots Tax ID #: 01D07030 Address: 3028 Benson Hardee Rd. Mr. Marr introduced the subdivision and referenced the above information. The Applicant was not present and there were no other representatives present. There was no further discussion. Upon a motion by Ms. Holmes to table Turlington Tract Phase 2 until the March 2025 meeting, seconded by Ms. Howard, Turlington Tract Phase 2 was tabled by a unanimous vote of9-0 at the February 18, 2025 Planning Board Meeting. Wade Lassiter Tract Owner: Wade Lassiter Developer: Crantock Land, LLC Surveyor/Engineer: Freedom Firm, PC Acreage/Lots: 37.90 acres, 36 lots Tax ID #: 15109024 Address: 5100 Block of Black Creek Rd. Mr. Marr introduced the subdivision and referenced the above information. Mr. Marr stated that a reverse frontage buffer is required for all lots backing up to Black Creek Rd. and to Long Branch Rd. Mr. Little asked about the traffic count on Black Creek Rd. Mr. Marr responded that the traffic count in 2022 was 1900 vpd. Mr. Bradley Stancil, 466 Stancil Rd., Angier, N.C., was present to answer any questions from the Board. Mr. Lovering asked about the track across the street. Mr. Stancil stated that the track across the street is in Four Oaks jurisdiction. Mr. Lovering asked ifthey owned the property across the road. Mr. Stancil responded that they would own it. Ms. Howard asked for confirmation that the property in Four Oaks jurisdiction was not part of the proposed subdivision. Mr. Stancil confirmed. Chairman Letchworth asked about the pond on the subject property and the preliminary plat showing the pond on two lots. Mr. Stancil responded that the pond would remain and the intent was to have it split across the two lots. Mr. Lovering asked about the roadways for the proposed subdivision lining up with the track that is in Four Oaks jurisdiction. Mr. Stancil responded that he did not have with him the information concerning the other track. 2 Ms. Holmes asked about the location ofthe mail kiosk. Mr. Stancil responded that he did not know if it was shown on the preliminary plat but that they typically coordinate with USPS. Mr. Sasser asked about the pond being owned by two different owners. Mr. Stancil confirmed. There was discussion among the Board concerning the pond. Chairman Letchworth suggested consideration of the pond in the final layout of the subdivision. Mr. Jonathan Earp, 115 Long Branch Rd., Smithfield, N.C., adjacent property owner, spoke in favor of the redesigned preliminary plat with entrance into the proposed subdivision being located on Black Creek Rd. Mr. Earp expressed concerns about the two ponds located on the subject property and water runoff. Mr. Earp asked about an HOA and the responsibility oft the maintenance of the ponds. Chairman Letchworth responded that ponds are generally maintained by the property owners. Mr. Earp expressed concerns about the construction phase of the proposed subdivision and possible impacts to the ponds and water runoff. Mr. Earp spoke about his property that is located across Long Branch Rd. and the adjacent tree line on the subject property. Mr. Earp expressed concerns for the impact on wildlife and about that area of the property being wet almost year round. Mr. Earp asked ifthe trees would remain and then asked about lot 1. Mr. Earp expressed concern for the internet in the area with no current internet service to the area. Mr. Earp expressed concern for a possible increase in traffic. Chairman Letchworth asked Mr. Stancil to respond to the presented questions by Mr. Earp. Mr. Stancil responded that they typically leave as much vegetation as possible in order to leave as much of a natural buffer as possible. Mr. Stancil stated that there will be minimal clearing on lot 1 and the clearing will be to allow for the home septic system. Mr. Stancil anticipated that the internet for the area would come relatively quickly once the development progressed. There was no further discussion. Chairman Letchworth asked for the staff recommendation. Mr. Marr stated the staff recommended approval with the stated conditions and requirements in the staff report. Staff Recommendation: Approval 3 Upon a motion by Ms. Holmes to approve Turlington Tract Phase 2, seconded by Mr. Little, Turlington Tract Phase 2 was approved by a unanimous vote of 9-0 at the February 18, 2025 Planning Board Meeting. Conditions and Requirements [Planningl 1. All lots must be a minimum of 30,000 sf. 2. Complete flood plain information 3. Metes & bounds 4. Certifications 5. Entrance sign & street signs 6. Street name approval 7. All lots shall access internal streets 8. Cul-de-sac lots must have 40' road frontage 9. Complete improvements or provide performance guarantee 10. Provide final plat Street Disclosure Statement Certificate for street maintenance (DM Sec 7, L. item 8) 11. Provide reverse frontage lot buffer along Black Creek Rd. and Long Branch Rd. 12. Fee-in-lieu of open space shall be paid prior to recording. 13. Street Lighting shall be installed in accordance with LDC Sec. 14-364 prior to recording. 14. Provide utility easements along all lot lines in accordance with LDC Sec. 14-75 (d) (3) 15. Coordinate with the US Postal Service for the design of and utilization of cluster box mail receptacle units: a. CBU shall not impede the flow of traffic. b. CBU shall not obstruct the operation and maintenance of utility services. C. CBU shall meet ADA and Fire Code requirements. Environmental Health] 16. Approval of all lots for onsite sewage disposal or statement for each unapproved lot [NCDOT] 17. A driveway permit and subdivision design approval must be obtained prior to construction 18. All design aspects of the plans shall comply with the current NCDOT Standard Specifications for] Roads and Structures, NCDOT Subdivision Roads Minimum Construction Standards, and Policy on Street and Driveway Access to] North Carolina Highways 19. It will be determined at the time the driveway permit application is submitted ifany road improvements will be required 4 [Public Utilities] 20. Stormwater & Erosion Control Permits Required 21. Stormwater Statement Required 22. Wetlands should be delineated and shown on the plan ifany are present as well as any. jurisdictional features and buffers. A buffer call will be necessary. 23. Property is limited to 15% impervious area without stormwater management. 24. Construction plans will have to be submitted and approved for waterline construction. [Emergency Services] 25. Provide construction details for access road. 26. Provide grade information for road. 27. Provide water mains and pipe sizes. 28. Provide a fire flow test. 29. Provide fire hydrant distribution plan/layout. Rezoning and Conditional Zoning Cases: Rezoning Case 25-02 Rezoning Petition: Agricultural Residential-Special Use District (AR-SUD) to Industrial 1 (I-1) Tax ID: 06F05013 & 06H06005K Owner: Lighthouse Cleveland Springs, LLC Applicant: Lighthouse Cleveland Springs, LLC Location: 19.41 acres located at 13383 Cleveland Rd. in the Cleveland Township Mr. Marr introduced the case and referenced the information listed above. Mr. Marr stated that the existing land use was zoned AR-SUD and are vacant lots as part of the Village of Cleveland Springs community. Mr. Marr stated that the surrounding land uses were zoned Agricultural Residential (AR) and used for residential and agricultural purposes, zoned I-2 and IHI overlay and used for various uses allowed in both districts. Mr. Marr stated that the area is located within a designated "Regional Mixed Use Center" Future Land Use Placetype on the County's Envision Johnston 2040 Comprehensive Land Use Plan. These uses include a mix of retail, restaurant, service, office, and civic and institutional uses. Mr. Alexander Guin, 405 E. Market St., Smithfield, N.C., Daughtry, Woodard, Lawrence, & Starling, stated the particulars of the request and was present to answer any questions from the Board. Mr. Guin stated that the Applicant intends to use the subject property as flex space buildings to fit with the surrounding uses. Mr. Guin stated that Ray Sneads, Joaquin Canals, and Lew Starling were also present representing the Applicant. Mr. Joaquin Canals, 5121 Kingdom Way Suite 200, Raleigh, N.C., also representing the Applicant, described a flex building as a one-story industrial building with an office component. Mr. Canals further described a flex building as having limited truck access 5 and catering to local businesses or regional companies. Mr. Canals stated that they envision five to six ofthese buildings on the subject property. Mr. Guin presented a copy oft the preliminary site plan. Mr. Newton commented from the audience concerning preliminary site plans. Mr. Canals reviewed the preliminary site plan discussing the proposed buildings. Mr. Sasser asked about the maximum height for the flex space buildings. Mr. Canals responded that the height would be no more than 18-20 ft maximum. Mr. Sasser asked about bay doors on the back. Mr. Canals responded yes. Mr. Canals stated that there may be a drive-in door on the side but that it would be primarily facing away from the road. Mr. Sasser asked about the sides ofthe building. Mr. Canals responded that they typically do the whole front of the building and then just wrap around the corners. Mr. Canals stated that the corners would be office space with windows. Chairman Letchworth asked about the decision to request a straight rezoning instead of a conditional zoning. Mr. Guin responded that they understood that there may be some restrictions and that the requested rezoning was the best fit for the subject property and the intended use. Mr. Little asked if they had spoken with the Cleveland Fire Station concerning any possible impacts additional traffic would have on the Fire Station. Mr. Canals responded that they had spoken with the Fire Marshal and he was supportive. Ms. Teri Devlin, 13380 Cleveland Rd., Garner, N.C., adjacent property owner, expressed opposition to the proposed rezoning. Ms. Devlin expressed concern for its impact on property values, noise, traffic, and existing vegetation. Ms. Devlin asked about the permitted uses for the requested rezoning. Chairman Letchworth counted fifty different uses permitted for the Industrial 1 zoning. Mr. Sasser stated that chemical manufacturing was not a permitted use for the Industrial 1 zoning. Chairman Letchworth gave Ms. Devlin a copy of the table of permitted uses. 6 Ms. Devlin expressed concerns for some of the permitted uses. Ms. Devlin also expressed concerns for traffic and school buses making stops along that stretch of Cleveland Rd. Ms. Sandra Walker, 13384 Cleveland Rd., Garner, N.C., adjacent property owner, expressed opposition to the proposed rezoning. Ms. Walker stated that the stretch of Cleveland Rd. is primarily residential with the exception of a few grandfathered in businesses. Ms. Walker stated that she understood that the area was once planned for community and recreation space. Ms. Walker expressed concerns for traffic. Ms. Ramona Boone, 13200 Cleveland Rd., Garner, N.C., adjacent property owner, also stated that she understood that the area was once planned for a park. Ms. Boone stated that the subject property has swamp land and a pond on it that has been drained. Ms. Ramona asked about the type of businesses that may go in the buildings and also spoke about concerns should the current owner decide to sell the property after developing it. Ms. Boone spoke about the presence of homeless individuals in the area. Ms. Boone expressed concerns for safety. Mr. Timothy Games, 91 Sirius St., Garner, N.C., a nearby property owner, expressed opposition to the proposed rezoning. Mr. Games spoke about the neighborhood having lots of young children that ride their bikes on Polaris Ave. and Sirius St. Mr. Games spoke about the school buses picking up children for their neighborhood and the addition of commercial spaces taking away safe space for the children. Mr. Games also expressed concern for the possible impact on property values, traffic, and green space. Mr. Jim Devlin, 13380 Cleveland Rd., Garner, N.C., adjacent property owner, expressed concerns for commercial traffic and spoke about the location not being near other commercial developments. There was no further discussion. Chairman Letchworth asked for the staff recommendation. Mr. Marr provided a staff recommendation of denial, based on the following consistency statement and densely populated residential area surrounding the property. Chairman Letchworth expressed concern for the lack of ability to have conditions on the rezoning and concern for the breadth of uses that are permitted in the Industrial 1 zoning that would be very inconsistent with the surrounding land uses. Mr. Lovering spoke about the area of the subject property and the current zoning of the subject property. SlafRecommendation: Denial Upon a motion by Ms. Holmes to deny Rezoning Case 25-02, seconded by Mr. Hudson, Rezoning Case 25-02 was recommended for denial by a unanimous vote of 9-0 at the February 18, 2025 Planning Board Meeting. Rezoning Case 25-02 will be heard by the Board of County Commissioners at their 7 April 7, 2025 meeting. Consistency Statement This request is not consistent with the Comprehensive Land Use Plan in that it is located within a designated "Regional Mixed Use Center" Future Land Use Placetype, which encourages compact communities through a conditional zoning process in order to add site specific conditions to manage project impacts. This being a straight rezoning request to I-1 does not allow possible impacts to be mitigated. Rezoning Case 25-03 Rezoning Petition: Community Business (CB) to Industrial 1 (I-1) Tax ID: 07F05021 Owner: Adam Glenn & Mary Jon Barefoot Applicant: NC Glazing & Fabrication Location: 0.958 acres located at 10790 NC Highway 210 in the Elevation Township Mr. Marr introduced the case and referenced the information listed above. Mr. Marr stated that the existing land use was zoned Community Business (CB) and used for Business office. Mr. Marr stated that the surrounding land uses were zoned AR and used for residential and agricultural purposes, zoned I-1 and used as Glazing & Fabrication Company, zoned GB-SUD and is approved for auto sales. Mr. Marr stated that this portion of NC Highway 210 appears on the CTP as an existing boulevard needing improvement. Mr. Marr stated that the area is located within a designated "Low Density Residential" Future Land Use Placetype on the County's Envision Johnston 2040 Comprehensive Land Use Plan. Mr. Brian Leonard, 112 E. Johnson St., Smithfield, N.C., BRL Engineering & Surveying, stated the particulars of the request and was present to answer any questions from the Board. Mr. Leonard stated that the owners of the subject property also own the adjacent property and it is already zoned I-1. Mr. Leonard stated that the rezoning request is directly related to the adjacent property. The owners currently operate a commercial glass business where they do storefront glass and curtain wall glass. Mr. Leonard stated that they currently use the office building on the subject property related to the existing business. Mr. Leonard stated that the owners want to rezone the commercial business parcel to match the adjacent I-1 zoning. Mr. Leonard stated that the owners want to expand operations, the production facility is currently inside and the storage is currently outside. Mr. Leonard stated that the owners want to expand toward the west in order to build a new facility. Mr. Leonard stated that the owners had explored expansion to the east but the current traffic layout for vehicles better serves the site. Mr. Leonard stated that it is an existing viable business. Mr. Leonard stated that should the business ever cease that it is conceivable that sométhing similar or even less intensive would likely replace it. Mr. Leonard stated that the owners were also present. Chairman Letchworth asked when the adjacent property was zoned I-1. Ms. Howard asked how long the business had been in operation at that location. 8 Mr. Adam Barefoot, 10790 NC Hwy 210, Four Oaks, N.C., Owner, stated that they bought the business about 13 years ago and the subject property about 10 years ago. Mr. Barefoot spoke about the construction time of the existing structures on the adjacent property. Mr. Barefoot stated that the current zonings ofthe adjacent property and subject property were the same as when he purchased the properties. Chairman Letchworth asked ifit was the same business when Mr. Barefoot purchased the properties. Mr. Barefoot confirmed and stated that they bought the fabrication business and continue to do that. Mr. Barefoot stated that they bought the house with the commercial zoning and it serves as the office. Mr. Barefoot spoke about the material lying outside and needing to get it under a roof. Mr. Barefoot explained that all of the electrical service is on the left end ofthe building and spoke about the expense of clearing and grading. There was no further discussion. Chairman Letchworth asked for the staff recommendation. Mr. Marr provided a staff recommendation of denial, based on the following consistency statement. Staff feels that a conditional zoning would be a better option if the owner is wishing to expand his neighboring business SO that it could mitigate possible impacts through conditions. Ms. Howard spoke about the existing zoning of the adjacent property being the same as what is being requested for the subject property. Ms. Howard spoke about it not being a congested area. Mr. Hudson spoke about the Applicant having a plan and knowing the intent of the requested rezoning. Mr. Marr stated that any future buildings would have to go through a site plan process approved by TRC. Ms. Holmes asked Mr. Barefoot if the plan was to expand the existing building or to build something separate in addition to the existing buildings. Mr. Leonard responded that the preferred option right now would be to have a separate building and that there would be a short distance between the buildings. Mr. Leonard stated that they need the rezoning approved SO they could combine the properties. Mr. Leonard stated that the business has been a part of the community for a while and the business wants to be a good neighbor. Mr. Leonard stated that a lot could be done with buffering and screening. SlatfRecommendation: Denial Upon a motion by Ms. Holmes to approve Rezoning Case 25-03, seconded by Ms. Howard, Rezoning Case 25-03 was recommended for approval by a unanimous vote of 9-0 at the February 18, 2025 Planning Board Meeting. 9 Rezoning Case 25-03 will be heard by the Board of County Commissioners at their April 7, 2025 meeting. Consistency Statement This request is not consistent with the Comprehensive Land Use Plan in that it is located within a designated "Low Density Residential" Future Land Use Placetype. This area is characterized by low density residential development with large lots and natural areas. A straight rezoning to I-1 would open this area up to the possibility of non-compatible uses detrimental to the surrounding properties. Discussion Items: There was one written decision for the Board's review. Bailey's Pond Owner: OG3, LLC Developer: OG3, LLC Surveyor/Enginer: Becker Morgan Group, Inc. Acreage/Lots: 30.9 acres, 17 lots Tax ID #: 11N06022C Address: 1400 Block of Branch Chapel Church Rd. The Board reviewed the written decision. Upon a motion by Mr. Hudson to approve the written decision for Bailey's Pond, seconded by Ms. Holmes, and carried by a unanimous vote of 9-0, the written decision for Bailey's Pond was approved as presented at the February 18, 2025 Planning Board Meeting. The meeting ended at 7:07 p.m. Respectfully submitted by: Jodie Gay, Secretary for the Board 10 Beulahmoore Owner: Ronnie M. Boyette Developer: Little River JoCo, LLC Surveyor/Engineer: BRL Engineering & Surveying Tax ID #: 03P06023 Address: Old Beulah Road and Moore Rd. Latifude/Longitude: 35.59486,7.18823 Locational Data: Old Beulah Rd. (SR 1934) and Moore Road (SR 2145) in Beulah Township. The proposed subdivision is served by the Shoe Heel Fire District and the North Johnston Rescue Squad. Site Data: 10.03 acres, 11 lots, (maximum allowable density: 14), water service shall be provided by Johnston County public water and lots will be served by individual septic tanks, open space provided: fee-in-lieu, open space required: $11,000, traffic count: Old Beulah Rd. 1100 vpd (2023) Moore Rd. not available, property owners notified: 8. Additional Information: School District: The Student Generation Ratio (SGR) is 0.55. Therefore, Beulahmoore Subdivision will generate approximately 6 K-12 students split amongst the three schools below. The following is based on the Out-of-Capacity Table provided by ORED. District Capacity Enrollment Glendale-Kenly ES 511 440 North Johnston MS 826 598 North Johnston HS 863 794 CTP: This portion of Old Beulah Rd. and Moore Rd. do not appear on the Comprehensive Transportation Plan as needing improvement. Reverse Frontage Lots: A reverse frontage buffer will be required for all lots backing up to Moore Rd. From the. Johnston County Land Design Manual: 4 (+) Lots: Developments creating 4 or more lots: (1) Where no easement exists, and where the parent tract(s) have direct road frontage, an easement shall not be allowed. The development must dedicate a right-of-way meeting the requirements oft this section. A aiver may be allowed if determined by tbe Plaming Board tbat, in pursuit of lbis section, a bardsbip is created. upon the properly that provides nO benefit to the safel, me/fare, and qualily gflife ofthe public. Staff Recommendation: Denial, due to lot 11 being served by an easement and not a dedicated right-ofway meeting standards. Conditions and Requirements [Planningl 1. All lots must be a minimum of 30,000 sf. 2. Complete flood plain information 3. Metes & bounds 4. Certifications 5. Entrance sign & street signs 6. Street name approval 7. All lots shall access internal streets 8. Cul-de-sac lots must have 40' road frontage 9. Complete improvements or provide performance guarantee 10. Provide final plat Street Disclosure Statement Certificate for street maintenance (DM Sec 7,L. item 8) 11. Provide reverse frontage lot buffer along Moore Road. 12. Fee-in-lieu of open space shall be paid prior to recording 13. Street Lighting shall be installed in accordance with LDC Sec. 14-364 prior to recording. 14. Provide utility easements along all lot lines in accordance with LDC Sec. 14-75 (d) (3) 15. Coordinate with the US Postal Service for the design of and utilization of cluster box mail receptacle units: a. CBU shall not impede the flow of traffic. b. CBU shall not obstruct the operation and maintenance of utility services. C. CBU shall meet ADA and Fire Code requirements. Environmental Health] 16. Approval of all lots for onsite sewage disposal or statement for each unapproved lot [NCDOT] 17. A driveway permit and subdivision design approval must be obtained prior to construction 18. All design aspects of the plans shall comply with the current NCDOT Standard Specifications for Roads and Structures, NCDOT Subdivision Roads Minimum Construction Standards, and Policy on Street and Driveway Access to] North Carolina Highways 19. It will be determined at the time the driveway permit application is submitted if any road improvements will be required 20. NCDOT Encroachment Permit Required. [Public Utilities] 21. Stormwater & Erosion Control Permits Required 22. Stormwater Statement Required 23. Wetlands should be delineated and shown on the plan if any are present as well as any jurisdictional features and buffers. 24. Property is limited to 15% impervious area without stormwater management. 25. Construction plans will have to be submitted and approved for waterline construction. [Emergency Services] 26. Provide construction details for access road. 27. Provide Water mains and pipe sizes. 28. Provide a fire flow test. 29. Provide fire hydrant distribution plan/layout. à - & GBENCOE - 8 - - PFPIFPE & & 5,1 B de & & 3 a a 1 & € 8 € R : NCE C 3 PERS SAVEYOES DGIAL FuE e 3 E 1 3 a 3 E 1 3 5 a & 5 E a E 3 - - 8 I : E : I I I I : N x : e e à * o o SR - % o 0 0 RE 0 e & o o Q o o VBR PA EVSGN BEULAHMOORE SUBDIVISION CARR BRL ENGINEERING NEMSAI Bu & SURVEYING DuIN er PN/RL GRATON MA Caco. N CEVEHIRINFRUCANIT: ate ow NFORWATON 025 a7 9 "LSANCINE OEOD SE BR. AU , 4 a ROECT N. 128430 : 2 CA2 GM ENTZ $ m EB OG ho SUBDIVISION PLAN PRELIMINARYS BRL ENGINEERING & SURVEYING 112 East. Johnston. Street Providing Surveying & Civil Engineering Services Brian R. Leonard, PE, PLS Smithfield, NC27577 (919). 989-9300 budenéhreinsearhinkaet PRELIMINARY STORMWATER STATEMENT / NARRATIVE for BEULAHMOORE SUBDIVISION LOÇATION: This Site is located in the Beulah Township, at the southeast portion of the intersection of Old Beulah Rd (SR 1934) and Moore Rd (SR 2145). DEVELOPER: Little River JOCO Properties, LLC 402-C Bluegrass Road Selma, NC27576 CONSULTANT: BRL Engineering & Surveying BACKGROUND & OVERALL STORMWATER APPROACH: GENERAL SECTION REGARDING. APPLICABLE. STORMWAWATER REGULATIONS: Johnston County's current stormwater ordinance requires submittal of a stormwater plan when impervious area exceeds 17,000 sq.ft. and/or when the development plan exceeds 1 acre. This project exceeds these exemption thresholds and will require a stormwater plan submittal. Attenuation ponds, or Water "Quantity" Management, is required when total proposed impervious exceeds 15% oft the total site. This single-family subdivision project currently proposes to limit overall impervious at or below 15%, SO attenuation ponds are not currently proposed (see calculations herein). And finally, stormwater treatment/mitgation, or Water "Quality" Management, is required when nitrogen exceeds specific thresholds. When nitrogen load exceeds a low limit threshold of 3.6 Ib/ac/yr, then primary treatment (SCM pond) or a mitigation payment may be used, or a combination of both, to reduce nitrogen back to the 3.6 threshold. And for residential development such as this (outside of the Environmentally Sensitive Overlay District), when nitrogen exceeds a higher limit threshold of 6.0 Ib/ac/yr, then ONLY primary treatment (SCM pond) may be used to reduce nitrogen below the 6.01 threshold, and then further treatment or a mitigation payment can be used to reduce nitrogen back to the lower 3.6 threshold. This single-family subdivision project currently proposes to limit overall nitrogen at or below 3.6 Ib/ac/yr, sO SCM treatment or mitigation payments are NOT currently proposed (see calculations herein). GENERAL. SITE INFO/STORMWATER. MARPATIVEAPPROACH (modified, from prior Prelim. Subdlwsionstatement: The Preliminary Plan as laid out by our office depicts 11 new residential lots, with one proposed internal street and turnaround cul-de-sac, which extends from a new, single subdivision entrance off of Old Beulah Road. Due to the irregular shape of the back portion of this site, one oft the eleven lots is proposed as a flag lot, pending approval of the Planning Board. The total property boundary fort this project encompasses 10.03 acres (clear of existing road rights-of-way) which shall be the basis for impervious area calculations and nitrogen calculations within this report. The property is zoned AR (within Johnston County's zoning jurisdiction) and lot sizes, setbacks, density, and other requirements shall comply with County zoning regulations, as applicable. The site sits relatively high in its sub-basin with a single, primary "high point" which drains mostly via sheet flow from the high. Relief/topography is relatively flat near the existing high point at the Northeast of the site, but then slopes moderately to the South and Southwest toward the roadside ditches of Old Beulah Rd and Moore Rd, respectively (see section below Existing Drainageways, Runoff Patterns, etc. for additional information). Regarding Neuse Riparian Buffers, stream features ARE NOT indicated on the County Soils Map and/or the USGS Quad Map; therefore, there are NO defined riparian buffers on this site, BRL ENGINEERING & SURVEYING 112 East Johnston Street Providing Surveying & Civil Engineering Services Brian R. Leonard, PE, PLS Smithfield, NC27577 (919)989-9300 bimanemineamthinknet and none are indicated on the Preliminary Plan. Also, regarding wetlands and/or federally- jurisdictional streams, Brown's Environmental Group has investigated this site and determine that there does NOT appear to be wetlands or jurisdictional streams on this site, and none are indicated on the Preliminary Plan. Owner/Developer is responsible for complying with any other regulations or permitting by US Army Corps of Engineers and NCDWR as may be required during the design, permitting and construction phases ofthe project. This Preliminary Plan and this Narrative are subject to change until all final approvals and permits are obtained. IMPERVIOUS AREA and OTHER PROJECT AREAS: MPERVOUSSTORMWATE Total impervious area for this site was pre-computed to be capped at 15% total impervious OR at 3.6 Ib/ac/yr, whichever is the most limiting. For this site, the 15% criteria governed; SO, the max total impervious for this site is: 10.03 Ac X .15 = 1.5045 Ac or 65,536 sq.ft. Because this project is limited to 15% impervious and is below 3.6 Ib/ac/yr, this site "may" be considered to be ow-densty/ow-impact, (subjectively speaking using state stormwater terminology). A more detailed breakdown of impervious area and other project areas for this development are itemized below: DISTURBED AREA/EROSION: It is yet to be determined for this Preliminary Plan if this small project will disturb greater than 1 acre, requiring separate erosion control permitting. It may also depend on whether permitting is obtained only for the known street & utility infrastructure improvements. Because exact future home footprints and location are NOT known, future home construction may require additional erosion permitting for these future disturbed areas. For reasons related to this, as well as env/ironmenta/septic permitting, our office has also prepared a "Sheet 2" with this Preliminary Plan submittal, which we feel is helpful at this preliminary stage primarily for roughly illustrating how future homebuilding might layout on this site. It should be stated this plan is not an indicator of final house sizes or location, but merely a tool for planning during this preliminary stage. More detailed layouts will be finalized during the environmenta/septic design and permitting process through the Environmental Health Department. OVERALL PROJECT AREAS: 0.75 Ac (Internal Street R/W) 0.00. Ac (Open Space) 0.00 Ac (Other Areas) 9.28 Ac (Lots) 10.03 Ac TOTAL SITE IMPERVIOUS AREAS: (Max 15% Total Site - 1.5045 Ac: = 65,536 sq.ft. computed above) 0.35 Ac+/- (15,062sq.ft. Precise Street/Asphalt delineated in CAD) 0.08 Ac+/-( (3,500sq.ft. Precise Extra for Flag Lot Driveway delineated in CAD) 1.08 Ac+/- (46,974sq.ft. Precise Remaining Lots - Computed) 1.505 Act/- (65,536 sq.ft. Precise) TOTAL IMPERVIOUS Percentage: 65,536 Ac/ / (10.03 Ac Total Site X 43,560sq.ft/Ac) = 15.0% Impervious PER LOT: 46,974 sq.ft. (for Lots) / 11 Lots = 4,270 sq.ft. PER LOT * *4,270 Max Impervious perlot Averaged Evenly across. 11 lots - Developer. reserves right the right to shift impervious area as needed prior to recording the final plat. BRL ENGINEERING & SURVEYING 112 East. Johnston. Street ProvidingSurveying: & Civil Engineering Services Brian R. Leonard, PE, PLS Smithfield, NC27577 (919): 989-9300 bremaneeingP-athinkatet ERMAENT/UNDSTURBED AREAS: 0.000 Ac (Wetlands and Buffers - Not Impacted This Plan) 0.000 Ac TOTAL PERMANENT/UNDSTURBED AREA Percentage: 0.000 Ac/ / 10.03 Ac Total Site =- 0.0% PERMANEN/MANAGED AREAS: 8.525 Ac (Grass and Other Managed. Areas Remaining on Lots & in Street R/W) 0.000 Ac (Open Space) 8.525 Ac TOTAL PERMANENT/MANAGED Percentage: 8.525 Ac/1 10.03 Ac Total Site = 85.0% PEAK RUNOFF REDUCTION: As stated above, total impervious is AT/BELOW the allowable 15% making it essentially a "low- densityllow-impact" project (from a stormwater perspective) and therefore attenuation or peak runoff reduction IS NOT required. NITROGEN LOADING ESTIMATE: Total Nitrogen Export WITHOUT TREATMENT from this subdivision is estimated to be 3.174 Ib/ac/yr (see attached calculations "Method 1"). This IS BELOW the allowable limit of 3.600 Ib/ac/yr, and therefore Mitigation and/or a Structural Containment Measure (SCM) IS NOT required. EXISTING DRAINAGEWAYS, RUNOFF PATTERNS, and DOWASTREAM/UPSTREAM ANALYSIS: As mentioned previously, the site sits relatively high in its sub-basin with a single, primary "high point" draining via sheet flow to the South and Southwest. Most of the site drainage makes its way toward the intersection of Old Beulah and Moore Roads, draining in the road ditch along Moore Road and then to an existing 24" culvert crossing Moore Road (the Northwestern portion of the site). A smaller portion oft the site drainage makes its way toward Old Beulah Road (the Southernmost portion of the site) where it drains to an existing 15" driveway culvert. The proposed lots and street layout will generally utilize the existing topography and the proposed road ditches to direct runoff back toward the existing road ditch at Old Beulah Road. The lots themselves mostly drain away from the proposed internal street, and with the natural terrain either back toward Old Beulah Road or toward Moore Road. Sheet flow should be maintained from ALL proposed lots to the maximum extent practical. Any concentrated flow from the development (particularly from the proposed streets or any outlet ditches) will be checked during final designs SO that the receiving ditches and culverts along Old Beulah and Moore Roads can handle any additional flow and velocity. Any improvements to the existing ditches and culverts downstream will also be assessed during final design. Additionally, as a check on the overall stormwater approach, a pre-development versus post-development analysis should be provided during final designs at primary points of analysis leaving the site. -I 1 Sincerely, B R7 % BRL ENGINEERING & SURVEYING o & & Brian R. Leonard, PE, PLS NGINES à BRL/brl - /30/25 Cc: None Attachments: Preliminary Nitrogen Loading Calculation (Method 1); Wyatt Brown Email with USGS Quad & Soils Map NITROGEN LOADING - METHOD 2 (Known Impervious Area/Building Footprint) Area TN export coefficient TN export from use Type of Land Cover (acres) (Ibs/ac/yr) (Ibs/yr) Permanently protected undisturbed open space (forest, 0.000 0.6 0.000 unmown meadow, wetlands, buffers) Permanently protected managed open space (grass, 8.530 1.2 10.236 landscaping, etc.) Impervious surfaces (roads, parking lots, driveways, roofs, 1.500 21.2 31.800 paved or graveled storage areas, graveled roads, etc.) TOTAL 10.030 42.036 NITROGEN LOADING RATE (lIbs/ac/yr) 4.191 Impervious %: 15.0% Project: Beulahmoore Subdivision Description: 11 Lot Major Subdivision By: BRL Date: 1/26/24 Buy-Down to 3.6 Ibs/ac/yr: 0.591 Ib/ac/yr X ac. X 30 yr: 177.8 Total LBS. Buy Down Multiply This by the Current Nitrogen Mitigation Rate Graph 1: Total Nitrogen Export from Right-of-Wayt 25.0 - 7.8 20.0 15.0 10.0, 5.0 0.0 0% 20% 40% 60% 80% 100% 120% Percentage of Right-of-Way that Is Pavement 0.35 Ac Street Imperv. 46.7% 0.75 Ac Street R/W Graph 2: Total Nitrogen Export from Lots2 12.00 10.00 8.00 - lE 6.00 - 2.8 - 4.00 2.00 0.00 0 o% 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Number of Dwelling Unlts por Acre I"Graph 1: Total Nitrogen Export from Right-of-Way" was taken from the Neuse River Basin: Model Stormwater Program for Nitrogen Control. 24 "Graph 2: Total Nitrogen Export from Lots" was taken from the Neuse River Basin: Model Stormwater Program for Nitrogen Control. 11 Lots 9.28 Ac (= 10.03 Ac Total Site - 0.75 Ac Street R/W) = 1.19 Units/Ac (Lot Area Density-Conserv,) 29 Revised 1/08 Turlington Tract Phase 2 Owner: Tony & Diane Johnson Developer: Benson-Hardee-Lan LLC Surveyor/Engineer: Freedom Firm PC Tax ID #: 01D07030 Address: 3028 Benson Hardee Rd. Latitude/Longitude: 35.42928, -78.58307 Locational Data: 3028 Benson Hardee Rd. (SR 1303) in Elevation Township. The proposed subdivision is served by the West Johnston Fire District and the EVS Rescue Squad. Site Data: 18.38 acres, 21 lots, (maximum allowable density: 26), water service shall be provided by Johnston County public water and lots will be served by individual septic tanks, open space provided: fee-in-lieu, open space required: $21,000, traffic count: not available, property owners notified: 6. Additional Information: School District: The Student Generation Ratio (SGR) is 0.61. Therefore, Turlington Tract Phase 2 Subdivision will generate approximately 13 K-12 students split amongst the three schools below. The following is based on the Out-of-Capacity Table provided by ORED. District Capacity Enrollment Benson ES 586 603 Benson MS 624 496 South Johnston HS 1297 1332 CTP: This portion of Benson-Hardee Rd. does not appear on the Comprehensive Transportation Plan as needing improvement. Staff Recommendation: Preliminary approval subject to the following conditions and requirements Conditions and Requirements [Planningl 1. All lots must be a minimum of 30,000 sf. 2. Complete flood plain information 3. Metes & bounds 4. Certifications 5. Entrance sign & street signs 6. Street name approval 7. All lots shall access internal streets 8. Cul-de-sac lots must have 40' road frontage 9. Complete improvements or provide performance guarantee 10. Provide final plat Street Disclosure Statement Certificate for street maintenance (DM Sec 7,L. item 8) 11. Fee-in-lieu of open space shall be paid prior to recording 12. Street Lighting shall be installed in accordance with LDC Sec. 14-364 prior to recording. 13. Provide utility easements along all lot lines in accordance with LDC Sec. 14-75 (d) (3) 14. Coordinate with the US Postal Service for the design ofa and utilization of cluster box mail receptacle units: a. CBU shall not impede the flow of traffic. b. CBU shall not obstruct the operation and maintenance of utility services. C. CBU shall meet ADA and Fire Code requirements. Environmental Health] 15. Approval ofall lots for onsite sewage disposal or statement for each unapproved lot [NCDOT] 16. A driveway permit and subdivision design approval must be obtained prior to construction 17. All design aspects of the plans shall comply with the current NCDOT Standard Specifications for Roads and Structures, NCDOT Subdivision Roads Minimum Construction Standards, and Policy on Street and Driveway Access to North Carolina Highways 18. It will be determined at the time the driveway permit application is submitted if any road improvements will be required [Public Utilities] 19. Stormwater & Erosion Control Permits Required 20. Stormwater Statement Required 21. Wetlands should be delineated and shown on the plan if any are present as well as any jurisdictional features and buffers. 22. Propertyis limited to 15% impervious area without stormwater management. 23. Construction plans will have to be submitted and approved for waterline construction. Emergency Services] 24. Provide water main and pipe sizes. 25. Provide a fire flow test. 26. Provide fire hydrant distribution plan/layout. GB BGIVEENOSNES CES 0: ss ZAEVEN Va2 a - 2 0 B i N & ) U a 9 a 6 8 d0 4 B4 e. e 6 B 4 38 89 % S. ls - A E Vae % N! umaivne B & 6 e e EY l B. s 4 4 833 g. 6 8. 6 8 da - de : 8 - a : I 88 s $.. 7 4 4 % # Es is 6 4 2 MBNE jowyacany a. B 4 I a E * le 4 4 DE * is : E e . a I E $ - & 5 9 & x : e e 33 BENSON HARDEE ROAD- LAN, LLC. GAANIK ATKCAOIRAINS 8 TURLINGTON1 TRACTPHASE2 A- PRELIMINARY: SITE PLAN RIVISONS FREEDOM FIRM,P.C. January 2, 2025 Stormwater Management Statement Subdivision Name: Turlington Tract Phase 1 and 2 Location: 3020 Benson Hardee Road, Benson, NC 27576 (PIN 162100-41-1053) Developer: Benson Hardee Road - Lan, LLC. 5160 Hwy 42 West Garner, NC 27529 General Information The total acreage within the subdivision is +/-51.33 acres and is located within Johnston County. The site is currently farmland and drains to East Mingo Creek to Cape Fear. The site is currently zoned Agnculural-Residental (AR). The developer is proposing to develop the site into 54 single family homes at a density of no more than 1.5 unitslacre. All applicable permits will be obtained from the North Carolina Division of Water Resources, Army Corp of Engineers, North Carolina Department of Transportation, Johnston County Environmental Health, and Johnston County Public Utilities prior to constructing the project. Impervious Area The site is NOT located within the Environmentally Sensitive Area of the County and will have a threshold of 15% impervious before pre-post attenuation is required. Approximately 4,000 LF of 20' wide roadway inside a 50' right of way built to NCDOT standards is proposed. Based on the following, pre-post attenuation and nitrogen reduction will not be required. Total Tract Area: +/-5 51.33 acres Maximum Impervious (15%): +/- 7.70 acres Roadway Area: +/- 0.60 acres Max Impervious Area per Lot: ((2.75 ac. = 0.60 ac.) /21 lots) * 43,560 sf = 4,929 sf per lot (3) (4) (1) (2) TN Export Coeff. TN export from Type of Land Cover Area (acres) (Ibslaclyr) use (Ibs/yr) Permanently protected 0.6 undisturbed open space (forest, un-mown meadow, etc.) Permanently protected 1.2 managed open space (lawn, grass, landscaping, etc.) Right-of-way (read TN 5.67 7.0 39.69 export from Graph 1) Lots (read TN export from 45.66 1.80 82.18 Graph 2) TOTALS 51.33 121.87 lb/yr - 2.37 Iblac/yr <3.60 Ib/ac/yr 63 Watkins Road a Clayton, NC 27520 a Office: (919) 772-1662 a aroscredomfimpcom Dodd Tract Owner: EP Farms, LLC Developer: Cloudbreak Investments, LLC Surveyor/Engineer: Becker Morgan Group, Inc. Tax ID #: 08H12003 & 08H12003A Address: 626 Dodd-McLamb Rd. Latitude/Longitude: 35.39261,7.44732 Locational Data: 626 Dodd-McLamb Road (SR 1156) in Ingrams Township. The proposed subdivision is served by the Blackmans Crossroads Fire District and the Four Oaks Rescue Squad. Site Data: 99.80 acres, 51 lots, (maximum allowable density: 144), water service shall be provided by Johnston County public water and lots will be served by individual septic tanks, open space provided: 30.14 acres, open space required:14.97 acres, traffic count: not available, property owners notified: 11. Additional Information: School District: The Student Generation Ratio (SGR) is 0.64. Therefore, Dodd Tract Subdivision will generate approximately 33 K-12 students split amongst the three schools below. The following is based on the Out-of-Capacity Table provided by ORED. District Capacity Enrollment Four Oaks ES 1002 1017 Four Oaks MS 476 481 South Johnston HS 1297 1371 CTP: This portion of Dodd-McLamb Road does not appear on the Comprehensive Transportation Plan as needing improvement. Environmentaly. Sensitive District: This parcel is not within the ESA, however a floodplain appears on the parcel. Staff Recommendation: Preliminary approval subject to the following conditions and requirements Conditions and Requirements [Planningl 1. All lots must be a minimum of 30,000 sf. 2. Complete flood plain information 3. Metes & bounds 4. Certifications 5. Entrance sign & street signs 6. Street name approval 7. All lots shall access internal streets 8. Cul-de-sac lots must have 40' road frontage 9. Complete improvements or provide performance guarantee 10. Provide final plat Street Disclosure Statement Certificate for street maintenance (DM Sec 7, L. item 8) 11. Show to whom open space is dedicated 12. Provide 20' fee simple access to open space 13. Street Lighting shall be installed in accordance with LDC Sec. 14-364 prior to recording. 14. Provide utility easements along all lot lines in accordance with LDC Sec. 14-75 (d) (3) 15. Coordinate with the US Postal Service for the design of and utilization of cluster box mail receptacle units: a. CBU shall not impede the flow of traffic. b. CBU shall not obstruct the operation and maintenance of utility services. C. CBU shall meet ADA and Fire Code requirements. Environmental Health] 16. Approval of all lots for onsite sewage disposal or statement for each unapproved lot [NCDOTI 17. A driveway permit and subdivision design approval must be obtained prior to construction 18. All design aspects of the plans shall comply with the current NCDOT Standard Specifications for Roads and Structures, NCDOT Subdivision Roads Minimum Construction Standards, and Policy on Street and Driveway Access to] North Carolina Highways 19. It will be determined at the time the driveway permit application is submitted ifany road improvements will be required [Public Utilities] 20. Stormwater & Erosion Control Permits Required 21. Stormwater Statement Required 22. Wetlands should be delineated and shown on the plan if any are present as well as any jurisdictional features and buffers. A buffer call may be necessary for this site. 23. Property is limited to 15% impervious area without stormwater management. 24. Construction plans will have to be submitted and approved for waterline construction. 25. There is only a 4" waterline along Dodd-McLamb Rd. A waterline extension to serve this subdivision with fire flow will have to be explored. [Emergency Services] 26. Provide Water Mains and Pipe sizes on plans. 27. Provide "No Parking" signage along access road at fire hydrant locations. 28. Provide turn around details for access to lots on east side of pond (septic lots). 29. Provide a fire flow test. 30. Provide fire hydrant distribution plan/layout. a a 3 AT 0 2 - A 6 ke a : 6 8 a 9 5s 6 9 S E a 9 I I I1 I 9 2 I 9 & e e 0 3 a 9 @ a a : - @ - 7 & a D S G - a * & or @ : 6 % o : 03 1 % : e - / I - & ll : - S - 9 - - - - - B : E E E a - - : 1 - a - 5 e 3 a a o - 9 I a a EA & E 3 a 8 9 a a I a 21 - 8 E E a 8 a STORMWATER MANAGEMENT STATEMENT FOR Dodd Tract Johnston County, North Carolina February 2025 BECKER MORGAN R U SEAL 039159 Prepared by: GINE EVA KING Eva King, PE Becker Morgan Group, Inc. 314 East Main Street Clayton, NC 919) 243-1332 BECKER MORGAN R - U Dodd Tract Ingrams Township Johnston County, North Carolina Stormwater Management Statement Narrative February 3, 2025 The site for the Dodd Tract project is located off Dodd McLamb Road, east of Juniper Road in the Ingrams Township in Johnston County, North Carolina. The project consists of two parcels, one +/- 59.67 acres parcel, Tax ID 08H12003, PIN 156900- 49-5226. And one +/- 40.13 acres parcel, Tax ID 08H12003A, PIN 166000-30-3165. The proposed use for this site is a neighborhood with 51 single-family homes. The existing site is a mix of partially wooded areas and farmland with two ponds on site. Based GIS information, Hannah Creek meanders through the northern portion of the property. Hanna Creek as well as one of the ponds show a 50' Riparian Buffer. These buffers will be verified before Construction Drawing submittal. According to Firm Map 3720156800K dated 6/20/2018, and Firm Map 3720166000K, dated 6/20/218 the site is mostly located in Zone X, area of minimal Flood Hazard, with zones AE including both floodzones and floodways around Hannah Creek. According to Johnston County GIS, the property is not located in the ESA for Swift Creek. The impervious density of the site is kept below 15%, SO according to Section 3.2 of the Johnston County Stormwater Design Manual, the project is exempt from stormwater attenuation requirements by meeting criteria b). The proposed neighborhood consists of one road with roadside ditches rather than curb and gutter to allow for maximum overland flow. Prior to construction drawing submittal, a full stormwater analysis will be conducted. Nitrogen calculations will also be performed to determine if an off-set payment is required. Becker Morgan Group, Inc 314 E Main Street, Clayton, NC 27520 919-243-1332 Firm # C-4743 February 3, 2025 ds a 1 - T EPVSEZ - - 5 SE 096 Aone - ohs 9 EF1002 19 - 8 6 EFI9SZL 99 Mont Mone EESUOZD a U % a na 8 EPALE 8 L 11111 - 15 a d a & * e 1 e S 6 34 G - GA 6 e# 1 9 L DR 9 I - P ea . a 0 - 2 - V - o 6 - Qy 6 HoW U o 3 CA - 6 5 Nf a / a - e a $ dda UIRPHnNag STAFF REPORT REZONING AND SPECIAL USE CASE 18-13 MOD Petition to Modify Special Use Permit: Petition to modify Special Use Permit for 3.6 acres located at 3919 Raleigh Rd. in Cleveland Township zoned Community Business-Special Use District (CB-SUD), to add private tattoo studio to previously allowed uses. Tax ID: 06H07013C Owner: Amanda McNulty Applicant: Amanda McNulty Requested amendment: Add the following allowable uses: Private Tattoo Studio to the existing Special Use Permit. Utilities & Services: McLemore Fire District and CNS Rescue Squad. Existing and Surrounding Land Uses/Zoning: Existing Land Use: Zoned CB-SUD and is used as a community arts center and single family dwelling. Surrounding Land Uses: Zoned AR and and is used for agricultural and residential purposes. Traffic Concerns: Traffic count for this portion of Raleigh Road is 9,100 vpd. (2023) Land Use Plan: This area is located within a designated "Low Density Residential Placetype" on the County's Envision Johnston Comprehensive Land Use Plan. Additional Information: Number of notices sent to adjacent property owners: 11 The Original special use permit was approved in 2018 and has been in compliance with no violations noted since that time. STAFF RECOMMENDATION: APPROVAL based on the following consistency statement, findings of facts and special use conditions: Consistency Statement This request is consistent with the Envision Johnston Comprehensive Land Use Plan section LU-2. It states that in select locations, consider allowing compact communities as an option based on a request from applicants. Commercial development in unincorporated areas, may consist of retail, restaurants, services, and office uses that serve the population of the immediate area. Special Use Conditions 1. Permitted Uses: To allow tattoo studio to be added to the already approved uses. All other conditions will remain the same from the original special use permit. R D MAT TTEVS 6 3 a a - 3 a - - - & n 5 a a J 5 - - O 2 2 - Chd 5 A 3 8 € ) - E 7 - 6 a / E - - % M SEASHORE.P: AVM ENEWITN 5 QV 6 8 2 . Id LESVENTE / 18-13 MOD A A MAR/6/2025 MAR/ 6/2025 AU 2028 REZONING & SPECIAL USE Johnston County Planning & Zoning 309 E. Market Strect, Smithfield, NC27577 APPLICATION Phone (919) 989-5150 Fax (919) 989-5426 phasoaccm/p.mang APPLICANT INFORMATION Name of Applicant/Pelitioner, Amancl MZNMKY Mailing Acklress of Applicant:, 3919 Raleignkd Caylen NL 2753-0 Telephone: 804- 832-4180 Faxt Email: RD iAtCmAlren PROPERTY INFORMATION Owners Name(s): Amanda Mailing Address ofOwner:. 3919 PlayerNG 227500 AEYISEZ Telephone: 804-83a 4780 Email: epoetgpualen Site Address: 3919 Raligh Rd Llaujan NC Tax ID Number: 0H07813C State Road # Township: Develand Deed Book: 31 Paget 437-443 ZONING INFORMATION 0B 6 Current Zoning District(s):. Sperauce Requested Zoning District:, moNtcaVi- Acres Being Rezoned: B.L Total Acres in Parce!: 3.L SPECIAL USE INFORMATION Pnvale List Requested Uses: Lepcurentpul uSe addyaloo Shudro SUBMITTAL. RQUIRIMENTS 1. Completed Application 2. Zoning Fee: (Less than 3 Acres: $500.00) (3.01 -6.00. Acres: $750.00) (6.01- Acres: $1250.00 + $18.75/Acre) 3. (2) - FOLDED. 18:24 & (10) - FOLDED. 11x17 copies of the preliminary plat 4. Certified TIA required for developments with 100 peak hour trips or 1000 or more daily trips. Applicant's TIA must cither be performed by the County consultant, or reviewed by the County's consultant. TIA fees and/or review fees must be paid by the applicant. Developments requiring a TIA cannot be placed on an agenda until a TIA is conducted/reviewed by the consultant. CERTIFICATION OP APPLICANT. AND/OR PROPERT) OWNER I certify on this date auas that all the information presented in this petition/mpplication is accurate to the best of my kmowledgs.Aaforhation and belief. Further, I understand that should this petition/application be approved by the Johnston County Board of Commissioners, no site activity can take place until a site plan and/or any other land development permits are issued. Additionally, I allow county staff access to the petition property while conducting review ofthis petition. OMPIEROTSIGNATURE: DATE: A 1-24-35 APPLIÇAN(S): SIGNATURE- DAT'E: 24-25 Stafl Use Only: FEE: 1B-13 SUBAITTALI DATE: MoP RECEIVED BY: Please copy fory your records 2025