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Home My WebLink About5-21-25 TRC Agenda Packet TECHNICAL REVIEW COMMITTEE AGENDA May 21st, 2025 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, May 21, 2025 at 2:00 p.m. to discuss the below items. The Technical Review Committee (TRC) is a staff-level group that reviews projects for compliance with the regulations administered by each respective review agency. The TRC meetings are considered staff meetings with applicants and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state agencies about the review comments they have been provided. No voting is involved in the technical review process and no approvals or denials are made at TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Information about the projects can be found on online at the county’s Development Activity page. This meeting will be conducted remotely via teleconference. Interested parties can listen to the May 21, 2025 TRC meeting by calling 336-218-2051 and entering conference ID: 245 572 280# 2 Agenda Items Item 1: 4849 Castle Hayne Road - St. Stanislaus Catholic Church Expansion- SITECN-25-000078 Request by Rev. Roger Malonda Nyimi of St. Stanislaus Catholic Church for a new building and requisite parking on-site. The 42 acre site is located at 4849 Castle Hayne Road and is zoned RA, Rural Agricultural. The engineer is Laura Ransom with Benesch, (lransom@benesch.com). The case planner is Katherine May (kmay@nhcgov.com, 910-798-7443). Item 2: 501 Manassas Drive - Medical Office - SITECN-25-000079 Request by Nathan Graves, DDS for a new medical office. The 0.86 acre parcel is located at 501 Manassas Drive and is zoned (CZD) Office & Institutional (rezoning case Z24-06). The engineer is Comer Lyons with GS&E (clyons@gsandeinc.com). The case planner is Ryan Beil (rbeil@nhcgov.com, 910-798-7444) Item 3: Sketch Plan Review- Scotts Hill Medical Park Building St. Stanislaus Catholic Church Expansion – 4849 Castle Hayne Road – TRC Review Page | 1 To: Rev. Roger Malonda Nyimi From: Katherine May, Development Review Planner Date: May 21, 2025 TRC PID#: R01700-003-003-000 Egov# SITECN-25-000078 Subject: 4849 Castle Hayne Road – St. Stanislaus Catholic Church Expansion - TRC Review The following comments have been received for the May 21, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Katherine May 910-798-7443 1. General Comments a. Zoning: RA, Rural Agricultural b. Use: Religious Assembly – Expansion of church facilities including one additional building and expanded parking. c. I do not see the square footage of the new building, please add that information inside the of the building or in the notes. d. There does not appear to be a Duke Easement on the property. 2. UDO Section 5.1, Parking and Loading a. Parking requirements for religious assembly requires 1 parking space per 5 seats in the largest assembly area. Please list the number of seats on the site plan, so a parking calculation can be made. b. Provided parking exceeds 25 spaces which will require EV capable spaces c. Please note that the UDO requires all commercial development that exceeds 25 parking spaces to provide conduit for future electric vehicle parking – EV- Capable spaces. St. Stanislaus Catholic Church Expansion – 4849 Castle Hayne Road – TRC Review Page | 2 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. No trees appear to be removed as part of this expansion. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. I don’t see HVAC on the plans. If it can be seen from residential property it will need to be screened with a 100% opaque solid wall. b. The dumpster is adequately screened, thank you. c. 5.4.6 Street Yard: i. The landscaping plan shows “N/A” for the street yard requirement. Per section 5.4.6.A: Street yard would be required since this is an expansion to the existing structures. 12 square feet for every linear foot of street yard frontage for site improvements is required. 1. Add as much street yard as possible along Castle Hayne Road, in front of the new building. Given the existing parking lot in the right of way, additional plantings may be added next to the parking lot along Castle Hayne Road. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. No conservation resources noted for this site. St. Stanislaus Catholic Church Expansion – 4849 Castle Hayne Road – TRC Review Page | 3 9. UDO Article 9, Flood Damage Prevention a. Part of this parcel is in the AE floodzone. However, that area will remain undisturbed. b. The FRIS panel is 3221 and the flood source is Prince George Creek. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. All previous comments to be followed NHC Soil & Water Conservation, Dru Harrison 910-798-7138 1. Comments are attached. NHC Engineering, Galen Jamison 910-798-7072 1. A request for additional information has been provided to the applicant for County stormwater permit and land disturbing permit. The stormwater and land disturbing review fees must be paid prior to permit issuance. 2. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. New addition to Church shall be classrooms for parishioners only. No daycare or K-12 School activities. Do not exceed 400 parishioners. Keep foundation 5 feet from existing LPP lines and septic/pump tank. Site is subject to a once every 3 year routine inspection by this Department. Comments regarding this site have also been made on the building permit and by the designer on C201. NHC Sustainability Manager, Madelyn Wampler 910-798-7175 1. No comments. NHC Addressing, McCabe Watson 910-798-7068 1. One additional address is required for the new building. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan- Review-103. 4. There is no CFPUA water or sewer available. St. Stanislaus Catholic Church Expansion – 4849 Castle Hayne Road – TRC Review Page | 4 NCDOT, Nick Drees 910-343-3915 1. Comments are attached. WMPO, Caitlin Cerza 910-473-5130 1. Comments are attached. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina Natural Resources Conservation Service Map Unit Legend (4849 Castle Hayne Rd) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Bp Borrow pits 0.3 4.4% Ke Kenansville fine sand, 0 to 3 percent slopes 0.3 4.4% La Lakeland sand, 1 to 8 percent slopes 4.8 80.9% Se Seagate fine sand 0.6 10.3% Totals for Area of Interest 6.0 100.0% Custom Soil Resource Report Soil Map (4849 Castle Hayne Rd) 38 0 3 76 0 38 0 3 80 0 38 0 3 84 0 38 0 3 88 0 38 0 3 92 0 38 0 3 96 0 38 0 4 00 0 38 0 3 76 0 38 0 3 80 0 38 0 3 84 0 38 0 3 88 0 38 0 3 92 0 38 0 3 96 0 232 430 232 470 232 510 232 550 232 590 232 630 232 670 232 710 232 750 232 790 232 430 232 470 232 510 232 550 232 590 232 630 232 670 232 710 232 750 232 790 34° 20' 34'' N 77 ° 54 ' 31 ' ' W 34° 20' 34'' N 77 ° 54 ' 16 ' ' W 34° 20' 25'' N 77 ° 54 ' 31 ' ' W 34° 20' 25'' N 77 ° 54 ' 16 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 50 100 200 300Feet02550100 150Meters MAP LEGEND The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal- area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. TO: New Hanover County Planning Department, New Hanover SWCD, May 5th, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Borrow pits (Bp), Kenansville fine sand (Ke), Lakeland sand (La). and Seagate fine sand (Se). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability”, Kenansville and Lakeland are Class I soils, and Seagate is a Class II soil. The Soil Survey of New Hanover County lists Lakeland as excessively well drained, Kenansville as well drained, Borrow pit as moderately well drained, and Seagate as somewhat poorly drained. Seagate is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all of the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: May 8, 2025 Subject: St. Stanislaus Catholic Church Expansion – 4849 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the district office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION ^ƚ ͘ ^ ƚ Ă Ŷ ŝ Ɛ ů Ă Ƶ Ɛ Ś Ƶ ƌ Đ Ś ϰϴ ϰ ϵ Ă Ɛ ƚ ů Ğ , Ă Ǉ Ŷ Ğ Z Ě Ă Ɛ ƚ ů Ğ , Ă Ǉ Ŷ Ğ ͕ E Ž ƌ ƚ Ś Ă ƌ Ž ů ŝ Ŷ Ă ^ŚĞĞƚdŝƚůĞ͗ ^ŚĞĞƚEŽ͗ ZĞǀŝƐŝŽŶƐ͗ ĂƚĞ͗ WƌŽũĞĐƚŶŽ͗ ^ĞĂůƐ͗ ŽƌƉ͘EůŝĐĞŶƐĞ͗&ͲϭϯϮϬ ϭϳϮϱͲϱϬϬϲϵϯ Ϭϰ͘Ϭϰ͘ϮϬϮϱ ĂůƐ͗ ƌƉ E ůEŝĐĞŶƐĞŶƐĞŶƐĞŶĞ͗ &ϭϯϮϬ Owner/Applicant Project Team Vicinity Map ST. STANISLAUS CHURCH 4849 CASTLE HAYNE ROAD, CASTLE HAYNE, NC 28429FINAL DESIGN - NOT FOR CONSTRUCTION SAINT STANISLAUS CATHOLIC PARISH OF CASTLE HAYNE4849 CASTLE HAYNE ROAD CASTLE HAYNE, NC 28429 Project Team Landscape Architect & Civil Engineer Vicinity Map Site Overview Map (1''=200') Sheet #Description Rev # Date Seal Date C001 COVER SHEET 1 C002 GENERAL NOTES & LEGEND 1 C100 EXISTING CONDITIONS AND DEMOLITION PLAN 1 C200 OVERALL SITE PLAN 1 C201 SITE PLAN 1 C300 1 C301 GRADING PLAN 1 C302 EROSION CONTROL PLAN 1 C500 POST CONSTRUCTION DRAINAGE AREAS 1 C501 EROSION CONTROL DETAILS 1 C502 EROSION CONTROL DETAILS 1 C503 SITE DETAILS 1 C504 1 C505 WET POND 01 DETAILS 1 C506 WET POND 01 DETAILS 1 Index of Drawings COVER C001 Architect LOCATION MAP NOT TO SCALE h^ Ͳ ϭ ϭ ϳ E K > > ' Z EͲϭ ϯ ϯ ^ d > , z E Z DZd , K E s WZD > Z MARK LOUDERMILK ARCHITECTURE1409 MEDICAL CENTER DRIVE WILMINGTON, NC 28401 EROSION CONTROL DETAILS SITE DETAILS C600 LANDSCAPE PLAN 1 40' 30' X X X X X X X X X X X X X X X X X X X X X XXXX GENERAL NOTES: 1. SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.2. SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.3. SEE SHEET C201 FOR ENLARGED SITE PLAN. ^ƚ ͘ ^ ƚ Ă Ŷ ŝ Ɛ ů Ă Ƶ Ɛ Ś Ƶ ƌ Đ Ś ϰϴ ϰ ϵ Ă Ɛ ƚ ů Ğ , Ă Ǉ Ŷ Ğ Z Ě Ă Ɛ ƚ ů Ğ , Ă Ǉ Ŷ Ğ ͕ E Ž ƌ ƚ Ś Ă ƌ Ž ů ŝ Ŷ Ă ^ŚĞĞƚdŝƚůĞ͗ ^ŚĞĞƚEŽ͗ ZĞǀŝƐŝŽŶƐ͗ ĂƚĞ͗ WƌŽũĞĐƚŶŽ͗ ^ĞĂůƐ͗ ŽƌƉ͘EůŝĐĞŶƐĞ͗&ͲϭϯϮϬ ϭϳϮϱͲϱϬϬϲϵϯ Ϭϰ͘Ϭϰ͘ϮϬϮϱ ĂůƐ͗ ƌƉ E ůEŝĐĞŶƐĞŶƐĞŶƐĞŶĞ͗ &ϭϯϮϬ 40 0 20 40 80SCALE: 1"=40' NORTH Know what's R OVERALLSITE PLAN C200 CASTLE HAYNE ROAD (NC 133) MA R A T H O N A V E N U E ( S R 1 3 3 7 ) WZ K W K ^ & & h / > / E ' SITE DATA: 1. PARCEL ID: R01700-003-003-000 2. PROJECT ADDRESS:4849 CASTLE HAYNE ROADCASTLE HAYNE, NC 28429 3. PROPERTY DEED AND PLATDB: 6580 PG: 1906MB: 61 PG: 56 4. SAINT STANISLAUS CATHOLIC PARISH OF CASTLE HAYNE4849 CASTLE HAYNE ROADCASTLE HAYNE, NC 28429 5. LAND USE:CURRENT LAND USE - CHURCHPROPOSED LAND USE - CHURCH 6. ZONING - RA (RURAL AGRICULTURE) 7. PARCEL ACREAGE: 41.98 AC 8. BUILDING SETBACKS:FRONT: 40 FEETSIDE: 30 FEET (STREET), 20 FEET (INTERIOR)REAR: 30 FEET 9. PARKING SPACES:EXISTING TO REMAIN: 110 SPACESPROPOSED: 38 SPACES TOTAL PARKING: 148 SPACES(10 ADA ACCESSIBLE, 138 STANDARD) KE/E'͗Z h^͗Z^/E KE/E'͗Z h^͗Z^/E KE/E'͗Z h^͗Z^/E KE/E'͗Z h^͗Z^/E KE/E'͗Z h^͗Z^/E MEMORANDUM To: New Hanover County Technical Review Committee Date: May 8, 2025 Subject: St. Stanislaus Catholic Church Expansion (SITECN-25-000078) Comments:  Please provide estimated number of trips to show how the proposed building will be used and when it will be used to determine if a TIA is required. NCDOT Projects:  N/A WMPO 2045 MTP Projects:  N/A New Hanover County Projects:  N/A Myrtle Grove Dentist Office– 501 Manassas Dr – TRC Review Page | 1 To: Nathan Graves, LaLuli Investments From: Ryan Beil, Development Review Planner Date: May 21st, 2025 TRC PID#: R07906-001-002-000 & R07906-001-001-000 Egov# SITECN-25-000079 Subject: 501 Manassas D – Myrtle Grove Dentistry - TRC Review The following comments have been received for the May, 21st 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Ryan Beil 910-798-7444 1. General Comments a. Zoning is CZD O&I, Rezoning case Z24-06 b. A note for the file, the conditions restrict the uses to Medical and Dental Office and Clinic, Bank and / or Financial Institution, Business Service Center, Offices for Private Business & Professional Activities, Instructional Services & Studios, Personal Services (no tattoo parlors) 2. UDO Section 5.1, Parking and Loading a. Parking calculations look good. 3.5 spaces required per 1000 sq ft. Total square footage is 6,000 square feet, 6000 / 1000 = 6 x 3.5 = 21 required spaces. 28 spots provided, including 2 ADA spaces. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Tree removal permit received and will be processed Myrtle Grove Dentist Office– 501 Manassas Dr – TRC Review Page | 2 b. Please note gums only count as significant trees when in required street yard or buffer areas. 5. UDO Section 5.4, Landscaping and Buffering a. Please show primary and secondary street yard calculations, meaning what is required and what is provided. b. Please show parking lot landscaping calculations and foundation planting calculations i. Canopy trees can be substituted for understory trees when overheard powerlines are present. ii. Please note that 15 trees are required per acre disturbed, with .86 acres disturbed, this requires 15 trees to be planted or retained on site iii. This can be achieved by either planting new trees elsewhere on the site or retaining some of the ones that are slated for removal. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is there any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Planning Map there are no Conservation Resources on the site. b. No part of this property is not in the floodplain. NHC Fire Services, David Stone 910-798-7458 1. No comments. NHC Soil & Water Conservation, Dru Harrison 910-798-7135 1. Comments attached NHC Engineering, Galen Jamison 910-798-7072 1. A request for additional information has been provided to the applicant for County stormwater permit and land disturbing permit. The stormwater and land disturbing review fees must be paid prior to permit issuance. Myrtle Grove Dentist Office– 501 Manassas Dr – TRC Review Page | 3 2. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site will have an onsite wastewater system. Must follow conditions and site plan set forth in the private option permit OSWPLSS-25-0051. Wastewater flow is set for 15 employees and 35 patients per day for a total wastewater flow of 460 GPD. 2. Site will be on CFPUA water. Water line must stay 10 feet from any portion of the septic system. NHC Addressing, McCabe Watson 910-798-7068 1. Existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water is available. 4. Meter Sizing Form will be required. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Comments attached. WMPO, Caitlin Cerza 910-473-5130 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 1. The Corps has no comments. Wilmington International Airport, Granseur, Dick, 910-341-4333 x 1016 1. No comments. Myrtle Grove Dentist Office– 501 Manassas Dr – TRC Review Page | 4 Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn NCDEMLR, Dan Sams DCM, Tanya Pietila United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina Natural Resources Conservation Service Map Unit Legend (501 Manassas Dr) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Kr Kureb sand, 1 to 8 percent slopes 0.2 24.0% Rm Rimini sand, 1 to 6 percent slopes 0.7 76.0% Totals for Area of Interest 0.9 100.0% Custom Soil Resource Report Soil Map (501 Manassas Dr) 37 7 9 44 0 37 7 9 45 0 37 7 9 46 0 37 7 9 47 0 37 7 9 48 0 37 7 9 49 0 37 7 9 50 0 37 7 9 51 0 37 7 9 52 0 37 7 9 53 0 37 7 9 43 0 37 7 9 44 0 37 7 9 45 0 37 7 9 46 0 37 7 9 47 0 37 7 9 48 0 37 7 9 49 0 37 7 9 50 0 37 7 9 51 0 37 7 9 52 0 37 7 9 53 0 232 540 232 550 232 560 232 570 232 580 232 590 232 600 232 610 232 540 232 550 232 560 232 570 232 580 232 590 232 600 232 610 34° 7' 20'' N 77 ° 53 ' 59 ' ' W 34° 7' 20'' N 77 ° 53 ' 56 ' ' W 34° 7' 17'' N 77 ° 53 ' 59 ' ' W 34° 7' 17'' N 77 ° 53 ' 56 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 20 40 80 120Feet05102030Meters MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. TO: New Hanover County Planning Department, New Hanover SWCD, May 5th, 2025 FROM: Dru Harrison, Director RE: I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Kureb sand (Kr) and Rimini sand (Rm). According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank Suitability, Kureb and Rimini are Class I soils. The Soil Survey of New Hanover County lists Kureb and Rimini as excessively well drained. Kureb is on the Hydric Soils “B” list which means there may be areas of wetland included in the mapping units. It should be noted, according to the Soil Survey of New Hanover County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all of the soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing. The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: May 8, 2025 Subject: Myrtle Grove Dentistry – 501 Manassas Drive ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the district office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. • Permit # D033-065-25-00053. • The NCDOT reviewer for this permit is Chris Rhodes (ext-cerhodes1@ncdot.gov). NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Sight Triangles and Sight Distance: • 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. MEMORANDUM To: New Hanover County Technical Review Committee Date: May 8, 2025 Subject: 501 Manassas Medical Office (SITECN-25-000079) NCDOT Projects:  N/A WMPO 2045 MTP Projects:  N/A New Hanover County Projects:  N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Medical Dental Office Building (720) 6,000 SF 216 19 24