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HomeMy WebLinkAboutTRC Comments 1_Responses (2025-02-24)Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 1 To: Mark Lerch, Transystems, markflerch@transystems.com From: Zach Dickerson Senior Planner Date: October 16, 2024 TRC PID#: R00700-001-001-000 Egov# SITECN-24-000044 Subject: 6900 Holly Shelter Rd – Pooch Enterprises Warehouses - TRC Review The following comments have been received for the October 16, 2024, 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, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is I-2, Heavy Industrial - Understood b. Warehousing use permitted by-right. - Understood 2. UDO Section 5.1, Parking and Loading a. Please detail how the gravel lot will be maintained, per section 5.1.4.A.3 There is no longer a plan for the new parking/drive area to be comprised of pervious gravel so there will not be any maintenance requirements. b. Please note that warehousing use requires 1.5 parking spaces per 1,000 square feet. 2 x 14,800 square feet warehouses requires 44 parking spaces total. There will now only be 1 warehouse constructed that will be 14,800 sf. Parking calculations are shown on the site plan and adequate parking spaces have been included as well. c. The plan notes 44 spaces, but only shows 36- are the remaining 8 to be in front of the Phase 2 building? If so, it would be helpful to show them on this site plan, so this doesn’t need to come back for that. This is no longer applicable as there is only 1 warehouse planned now. d. 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. i. The number of EV-Capable spaces is calculated based on 20% of the parking Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 2 provided. This is no longer applicable as the parking requirements only call for a total of 22 total parking spaces. ii. 44 spaces required = 9 EV-capable spaces. No longer applicable. iii. Please indicate on the site plan which spaces will be EV-capable and where the conduit will be run. No longer applicable. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 3 e. What is the distance between the outside of the drive aisle and this island? This seems like a tight area for traffic flow. No longer applicable as the design has been changed. 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. Understood – a NCDOT driveway permit will be applied for and a copy forwarded to the county once it is received. 4. UDO Section 5.3, Tree Retention a. Tree Removal Permit received and will be processed. Could you please share this with me? The previous consultant will not forward this and the client does not have a copy of it. I’m thinking that since the project area is now smaller, some of the initially proposed trees that were designated to be removed will now remain so this permit application will likely need to be revised. b. It appears there are trees on site, per aerial imagery, that are not accounted for on the tree survey. See below screenshot of what shows on aerial imagery from GIS: It is our understanding that the owner did have some trees removed before hiring his contractor and prior to Transystems or RSC becoming involved. Please advise as to how we can best rectify this situation. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 4 c. The site plan indicates that one of the buildings will be over top of the southwestern portion of the site, where there are currently trees. Per the current tree survey, I don’t believe that the building that is to be constructed is obscured by any trees. Please see the attached file “Overlay”. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 5 5. UDO Section 5.4, Landscaping and Buffering a. Please indicate the location of the foundation plantings- they have to be between the building and parking or drive aisle. The foundation plantings are shown on the site plan and they are between the building and parking area. Please advise if this needs further adjusting. b. The landscape calculations show that trees retained on site are being counted towards parking lot interior landscaping- they can only count towards this if they are specifically within the parking lot area or on the perimeter of it. The revised landscape calculations do not account for credit for any existing trees. Landscape calculations are shown in the notes at top and then summarized in the table on the left side of the plan. Please advise if adjustments are needed. c. Other landscaping requirements look ok, thanks! Understood. 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. Understood b. Is any lighting proposed for the site? The only proposed lighting for the site will be an individual dusk to dawn light located above each of the proposed bay doors on the building. Please advise if these lights will require a lighting plan. 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. There is a proposed new sign as shown on the site plan at the entrance to the property. The sign will be in compliance with section 5.6 of he UDO and a permit as required will be submitted. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map, there are no Conservation Resources on this site. Understood. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire final required 2. Fire flow analysis requested 3. Section 510 study required - Emergency First Responder Radio coverage testing 4. No storage over 12 foot high allowed Items 1-4 as noted above are understood and have been included in the notes section on the site plan. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 6 NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. We will submit plans and application for the land disturbing permit and will forward a copy to county planning once it is obtained. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. We will be submitting plans and design for county stormwater permitting and will forward a copy of the permit to county planning once it is obtained. 3. Please contact the State for the stormwater permit requirements. It is assumed a high density permit will be obtained. We will be submitting plans and design for state stormwater permitting and will forward a copy of the permit to county planning once it is obtained. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Existing Septic system on the property is only approved for the existing structure. New structures must have their own septic system and wastewater disposal. Documents and soils work from a Licensed Soil Scientist (in 2018) show a very small area of usable soils for septic on this property. The existing septic drain field is currently on this area. Highly suggest obtaining the services of a Soil Scientist, once more, to see if there are any other usable soils on the property. New septic areas must maintain 20 feet of separation from existing septic areas. We will be working with a soil scientist to permit the septic through an AOWE/EOP as best meets the situation. Based upon our preliminary conversations with the soil scientist and the anticipated load rate from the new building, there is ample room in the existing drain field to accommodate the additional usage. 2. The existing well on the property is currently only for the existing structure. New structures must have their own separate well or upgrading to Public Water Supply well standards may be needed. Need specifics on proposed employee numbers in all structures to determine which permitting agency will be needed. Understood. We will provide the requested information so that the well can be permitted. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. We will work with addressing to obtain an address for the single proposed building. 2. Please contact me for address assignments following TRC approval. Understood - Will do. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 7 Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water or sewer available. Understood. Both well and sewer are planned on being private. NCDOT, Nick Drees 910-343-3915 1. See attachment. Understood – we will apply for a NCDOT driveway permit. WMPO, Greer Templer 910-341-0107 1. See attachment. See responses below in the attachement. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 8 Army Corps of Engineers, Brad Shaver 910-251-4611 1. Corps has no records from this site. Understood – Thanks. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov 04-11-03 COURIER STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Memorandum To: New Hanover County Technical Review Committee Date: September 30, 2024 Subject: Pooch Enterprises – 6900 Holly Shelter 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 NCDOT Driveway Permit: A revised 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. • Reference the original approved driveway permit number when submitting. o D-065-17-042. 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 Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov 04-11-03 COURIER Site Plan Comments: Sight Triangles and Sight Distance: • The subject owner/applicant shall be responsible to perform routine maintenance within the sight easement to ensure a clear line of sight for the site access. The available sight distance at street and driveway connections to the State Highway System shall not be restricted by landscaping, permanent or temporary signing, or in any other manner. • 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. Hydraulic calculations and associated plan sheets will need to be submitted for the site. • This will be reviewed by the NCDOT Hydraulics Unit. Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Show and label all gates with distances to the right of way line. Label the internal protection stem length for the proposed driveway connection. • Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. 5501 Barbados Blvd, Castle Hayne, NC 28429 (910) 398-9100 T NCDOT Permit # Form Updated 10/15/2021 NCDOT | Division 3 | District 3 Project Name: Date: 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 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. 1) n/a Section 1: Required 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. 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 State of North Carolina | Department of Transportation | Division 3 | District 3 Applicant Checklist NCDOT Checklist CLEAR FORM Y N n/a Y N 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 Sit| e 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/a Y N n/a Y N n/a Y N 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 4: Drainage Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below 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) Section 5: Internal Circulation 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 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. 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 Y N n/a N n/a NEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE R/ R/W NEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE DRIVEWAY SHALL BE LOCATED AT LEAS MIN 2% FALL AW NORMAL CROWN ROADWA TAX PARCE DDRRTIVVEEVWAAY YSSHHAALLLLBBEE LLOOCCKATTEEDD AATT LLEEAASSTT “ 2200' AWREALYY FFRROOMM TTHHEE PPRROOPPEERRTTYY LLIINNEE VWIIDDTTHH W DDRRAAININAAGGEE FFLLOOWW RR MM1NIN. .3300' PPIIPPEE//TT YYPPEE/SSIIZZEE R MIN. 30' DRAINAGE FLOW RR//WW SSHHOOUULLDDEERR WWIIDDTTHH EEOOPP EE0OTT IINNVVEERRTT EELLEEVVAATTIIOONN PPAARRAALLLELLELEENNDDSS..DD. . 331100..0022 CC//LL AY or 6"6 L" OLWOWEERRTHTHAANNTTHHEEEDEDGGEE O0F PAVEMENT Y IINNVVEERRTT EELLEEVVAATTIIOONN PPAARRAALLLELLELEENNDDSS..DD.. 331100..0022 SHOULDEERR WUIIDDTTHH EOP T 2208' AWAGAAYY FFRROOMM TTHHEE PPRROOPPEERRTTYY LLIINNEE LLOOCCAAL LNNAMAEMERORAODAD PPOOSSTTEEDD SSPPEEEEDD ( ) MMPPHH SSRR NNUUMMBBEERR VWIIDDTTHH WWBIDOTTHH SSHHOOUULLDDEERR WY/IIDDTTHH DDRRAAININAAGGEE FFLLOOWF SSHHOOUULLDDEERR WUIIDDTTHH EEOOPP RR/V/W L # SSIITTEE AADDODRREESSSS. : CCOOMMMME RECRICMIAL LDDRRIIVVEEAWNAY YVWI ITTHH NNOO RROOAADDSWBAYY IIMMPPRROOVVEEMMEENNTT 2e019111r5 NNTTSS P / L E O P D R I V E W A Y CCOO NNCCRREETTEE /ßA SSPPHHßALLTT E O P PP //LL MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: 6900 Holly Shelter Road, Warehouse Comments: • No comments. Understood – Thanks. NCDOT STIP Projects: N/A WMPO 2045 Projects: N/A New Hanover County: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required Perfect! – Thanks. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Warehousing (150) 29,498 SF 85 27 30 * Note trip generation is based on both phases of the proposed development.