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Home My WebLink AboutCommercial Site Plan TRC Compiled Comments Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review Page | 1 To: Nicholas Svab, Owner/Applicant From: Ryan Beil, Development Review Planner Date: September, 17th, 2025 Technical Review Committee (TRC) PID#: R01720-002-002-000 Egov# SITECN-25-000095 Subject: 301 Crowatan Rd – Crowatan Rd Contractor Office - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the September 17th, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review Page | 2 Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Property is zoned I-1. b. As stated in the application the intended use is Contractor Office. The Unified Development Ordinance (UDO) defines the use as: i. An establishment primarily engaged in the day-to-day administrative and clerical services for businesses providing contracted services, such as building contractors, heating and air conditioning (HVAC) repair, landscaping and janitorial services, etc., that require outside and/or fleet storage. The use may include some on-site repair and material preparation work. ii. This site plan, is tied to building permit 25-00987 c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. Contractor Office requires 3 spaces per 1,000 square feet of building area. Project proposes 5,850 square feet. Required parking is 5,850 / 1,000 = 5.8 x 1.5 = 9 required parking spaces. b. Appears to be 16 spaces provided, including 1 ADA compliant space, please confirm. 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. 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. b. There appear to be no trees being removed, please confirm. If any trees are to be removed, a Tree Removal Permit will be required. Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review Page | 3 5. UDO Section 5.4, Landscaping and Buffering a. 15 trees of at least two inches DBH shall be retained or planted on a parcel where development occurs for each acre. b. Parking lot landscaping shall be required for parking lot perimeters in accordance with the specifications outlined in Table 5.4.5.B: Standards for Parking Lot Perimeter Landscaping. i. Landscaped areas in the interior of parking lots shall be equal to eight percent of the total area to be used for parking, loading, automobile sales, driveways, internal drive aisles, and other vehicular or pedestrian use. ii. Landscaping islands, either separate from or protruding from perimeter landscaping strips shall be a minimum of 12 feet in width measured from back of curb to back of curb. iii. One planted or existing tree shall be required for every 144 square feet rounded to the next lowest whole number of total interior landscaped area, with a minimum of one tree in each island. iv. At least 75 percent of trees required for interior landscaping shall be of a shade/canopy species. v. The interior landscaping requirement for storage facilities can be met with landscaped islands on the ends of buildings and with protruding perimeter landscaping. c. Street yard standards in I-1 require 25 square feet for every linear foot of street yard frontage, with a minimum street yard width of 12.5 feet and a maximum street yard width of 37.5 feet. i. For every 600 square feet of street yard, one canopy/shade tree or if overhead power lines are located above the street yard, three understory trees, and six shrubs, minimum of 12 inches in height at time of planting. ii. Only the primary street yard frontage shall be required to contain the full amount of street yard as determined in Table 5.4.6.B: Street Yard Area Standards. Secondary street frontages are required to contain 50% of the required street yard area. d. Foundation plantings located between the building face and the parking lot or drive aisle shall be required for all portions of buildings adjacent to parking lots or internal drive aisles. i. The foundation planting area shall be 12 percent of the area of the first floor building face, or building face up to 25 feet in height. Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review Page | 4 ii. The foundation planting area shall be planted as landscaped areas of sufficient variety, height and size with plantings listed in New Hanover County Tree and Landscaping Manual. 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, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County conservation resource map there are no conservation resources present. 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County flood map, no part of the property is in a regulatory flood zone. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. No comments NHC Soil & Water Conservation, Dru Harrison 910-798-7138 General comments about existing soil conditions of the site. 1. No comments NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. Should there be any changes to the already permitted County stormwater and land disturbing permits (STMW-24-0010 and LNDP-24-00033), please submit for permit revision. 2. Please contact the State for their stormwater permit requirements. Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review Page | 5 NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan and application state connection to existing septic system. Follow conditions stated on OSWPREUSE-25-0066. 2. Do not exceed 19 employees for the business per the septic permit. 3. Proposed new structure and infrastructure maintain setbacks to septic system. Infrastructure maintains setbacks to surrounding properties well and septic system. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. No comments, existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. 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 with an existing service therefore no CFPUA Plan Review will be required. 4. CFPUA Meter Sizing Form was submitted; CFPUA Commercial Fee sheet has been generated. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Comments attached WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review Page | 6 Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources 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: September 2, 2025 Subject: Contractor Office – 301 Crowatan 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 (updated) 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: Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. 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. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. 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 (60' R/W) CROWATAN ROAD (6 0 ' R / W ) HE R M I T A G E R O A D S02°12'30"E 369.99' S7 0 ° 5 5 ' 0 0 " W 32 0 . 0 0 ' N07°20'00"W 390.00' N7 5 ° 2 2 ' 3 0 " E 279 . 1 0 ' N7 5 ° 5 4 ' 0 0 " E CH . 7 0 . 0 0 ' R = 3 8 1 9 . 3 0 ' S07°20'00"E 240.00' BEARINGS AND DISTANCES OTHERWISE SHOWNHEREON ARE FROM MAP BOOK 16, PAGE 35. OF FOUND PROPERTY CORNERSFROM SAME AS INDICATED BY FROM AN ACTUAL SURVEY USING CONTROLNOTE: THE ABOVE FIGURES WERE DERIVED POINTS AS SHOWN HEREON WITHIN THIS SUBDIVISION AS THE CONTROL BASE. TABLE DISCLOSING LOCATION MAP BOOK 16, PAGE 35 LINE CONTROL POINTBASE CONTROL POINT S69°50'57"W 0.81'N21°33'17"E 0.08' N75°28'49"E 0.02' S13°12'00"W 0.10' N11°41'47"E 0.06' N14°37'30"W 30.00' S7 5 ° 2 5 ' 0 8 " W 57 . 8 0 ' S7 5 ° 1 9 ' 0 6 " W 13 4 . 2 8 ' EX. 18" CCP EX. 12" CCPINV 31.19'INV 32.11' EX . 1 2 " C C P INV 29.18' INV 29.30' 18" C C P 18" C C P EX. POND RIPRAP PROPOSEDBUILDINGFFE: 31.5 EX. CONCRETE EOP EOP EO P EO P EX . C O N C R E T E EX. GRAVEL MAP BOOK 16, P A G E 3 5 APPROX. LOCATION OFSEPTIC SYSTEMDESIGNED BY OTHERS. STST WET DETENTION BASIN 29.0 3:1 GRASSED SWALE #1 29.5 30.4 30.5 31.0 31.4 31.0 31.4 40' EMERGENCY GRASSED SPILLWAYINV: 29.0 DI# 3RIM: 30.0INV: 26.3 DI# 2RIM: 30.0INV: 27.0 DI# 1RIM: 29.5INV: 27.0 18 " H P D E 15" HDPE N/FGARRETT GLENN HOWARD812 INLET VIEW DRWILMINGTON, NC 28409R01720-002-001-000ZONING: I-1 N/FCARTER JAMES E JR MARILYN410 HERMITAGE RDCASTLE HAYNE, NC 28429 R01817-001-001-000ZONING: I-1 DI# 4RIM:28.5INV: 26.0 EX. GRAVEL 30.65 18 " H D P E 29 313131 3030 30 30 30 27 29 29 29 29 29 29 29 2828 28 28 2828 27 208 SF 208 SF 430 SF 209 SF 2709 SF 25.80 (3) 10" GUM 18" PINE 18" PINE 16" PINE 16" PINE16" PINE 18" PINE 18" PINE 20" PINE 18" PINE 14" PINE 20" PINE 20" PINE 20" PINE 20" PINE 18" PINE18" PINE20" PINE16" PINE16" PINE 16" PINE 18" PINE16" PINE 16" PINE 14" PINE 16" PINE14" PINE14" PINE 14" PINE 18" PINE 14" GUM (5) 6" CHERRY 16" PINE 16" PINE 20" PINE 20" PINE 18" PINE 18" FES INV: 25.8W/ 5'X10'X12" ED 29.5 31.4 158' 25.80 WET DETENTION BASINTOB: 29.5FP: 26.8NP: 25.8BTM: 18.8 H.C. PARKING SIGN 30.2 40 ' 29 10' MAINTENANCE ANDACCESS EASEMENT EX. INV: 25.84 EX. INV: 25.81 EX. INV: 27.57 EX. INV: 27.26 BOLLARD(TYP) 31.3 EX. FUEL TANKS 30.8 UP PROPOSED GRAVELACCESS AND PARKING 15" HDPE 18 " H D P E SDMH#1RIM: 30.0INV. 26.85 30.3 18" HDPE 31.3 30.8 SDMH#2RIM: 30.0INV. 26.55 CONCRETE H.C.PARKING AREA C-1 1 SI T E , G R A D I N G , D R A I N A G E , & S T O R M W A T E R P L A N 1" = 30' 60'30'15'30'0' Scale: 1"=30' PROPERTY LINECONTOURCENTER LINETEMPORARY SILT FENCE INLET PROTECTION ENERGY DISSIPATER SPOT ELEVATION STREETYARD LANDSCAPING TREE TO BE REMOVED LEGEND REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: A.C. CLEARING & GRADING, INC.202 WAGON WHEEL WAYWILMINGTON, NC 28411910-599-2053 Nicksvab@yahoo.com VICINITY MAP (NOT TO SCALE): 2023-017 JAE CDC CDC 10/4/2016 24 x 36 OF 4 NC H W Y 1 1 7 CASTLEHAYNE HW Y 1 3 2 SE A B O A R D C O A S T L I N E R R SITE 30.7 SITE DATAPARCEL ID: R01720-002-002-000 ZONING: I-1 (LIGHT INDUSTRIAL) CAMA LAND USE CLASSIFICATION:AQUIFER RESOURCE PROTECTION AREA PROJECT ADDRESS: 301 CROWATAN RD WILMINGTON, NC 28429 CURRENT OWNER: ALAN CHARLES & JULIE KING608 BLUE POINT DR WILMINGTON, NC 28411 TOTAL ACREAGE IN PROJECT BOUNDARY: 2.85 AC (124,285 SF) TOTAL DISTURBED AREA: 2.8 AC BUILDING SIZE: 6,000 SF BUILDING SETBACKS:FRONT: REQUIRED= 50' EXISTING= 117.7' EXISTING IMPERVIOUS AREAS:GRAVEL PARKING 31,398 S.F. ÷ 124,285 S.F. = 25.3% PROPOSED IMPERVIOUS AREAS:BUILDINGS 4,800 S.F.CONCRETE SIDEWALK & PARKING 790 S.F.GRAVEL PARKING 8,965 S.F.FUTURE 1,946 S.F.TOTAL 16,501 S.F. TOTAL IMPERVIOUS AREAS:EXISTING 31,398 S.F.PROPOSED 16,501 S.F.TOTAL 47,899 S.F. ÷ 124,285 S.F. = 38.5% OFFSITE IMPERVIOUS AREAS:EX. CONCRETE DRIVEWAY APRON 1,590 S.F. PARKING REQUIRED:(One and one-half (1.5) spaces for each two (2) employees on shift of greatest employment, one (1)space for each managerial personnel, one (1) visitor parking space for each ten (10) managerial personnel and one space for each vehicle used directly in conduct of the business) 10 EMPLOYEES, 1 MANAGER, 10 VEHICLES= 19.5 SPACES PARKING PROVIDED: 20 SPACES (FOUR INSIDE BUILDING) FOUNDATION PLANTINGS:REQUIRED: 166 SF (1,386 S.F. X 12%)PROVIDED: 181 SF PARKING LOT INTERIOR LANDSCAPING:REQUIRED: 3,254 SF (40,676 S.F. X 8%)PROVIDED: 3,534 SF HERMITAGE RD. STREETYARD REQUIREMENTS: 25' (37.5 MAX/12.5MIN349LF FRONTAGE - 32.5 FT OF DRIVEWAY25' X 349 LF FRONTAGE = 7,912.5 SF PROVIDED: 8,218 S.F. CROWATAN RD. STREETYARD REQUIREMENTS: 12.5' (18.75 MAX/6.25 MIN390 LF FRONTAGE - 32.5 FT OF DRIVEWAY12.5' X 357.5 LF FRONTAGE = 4,469 SF PROVIDED: 4,592 S.F. 1. WATER SERVICE BY PRIVATE ON-SITE WELL. SEWER SERVICE BY ON-SITE SEPTIC SYSTEM.2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BEINSTALLED UNDERGROUND.3. SOLID WASTE DISPOSAL BY ROLL OUT CARTS FOR CURBSIDE PICKUP.4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIESDURING CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FORTHE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THATMAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO ATLEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.5. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE ROUTED TO STORMWATER FACILITY. UTILITY NOTES: DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINACE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.3. NO WETLANDS EXIST ON SITE.4. EXISTING POWER POLES, FUEL TANKS AND BOLLARDS LOCATED ON SITE ARE SHOWN PEROWNER'S SKETCH AND DIMENSIONS. CONTRACTOR TO VERIFY LOCATIONS PRIOR TOCONSTRUCTION. 10-18-16 REV. PER NHC STORMWATERCOMMENTS8-7-23 REDUCED BUILDING AND GRAVELAREAS. NEW OWNER.6-24-24 ADDED SILT FENCE TO PROTECTPROPERTY LINE DITCHES. MEMORANDUM To: New Hanover County Technical Review Committee Date: September 3, 2025 Subject: 301 Crowatan Contractors Office Comments: • N/A 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 General Light Industrial (110) 4,800 Square Feet 23 4 3