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1-3-2024 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA January 3, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, January 3, 2024 at 2:00 p.m. to discuss the below items. PLEASE NOTE: This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning and Land Use Department at 910-798-7165 for more information. Item 1: 6650 Myrtle Grove Road – Fawn Valley Major Subdivision – SUBPP-23-0007 Request by James Yopp of Rockford Partners (james@rockfordpartners.net) for a 49 lot performance residential subdivision. The site is 19.38 acres and is zoned R-15. The engineer is Rodney Wright with CSD Engineering (rodney@csd-engineering.com). The case planner is Wendell Biddle (wbiddle@nhcgov.com, 910-798-7068) Item 2: 3401 Merchant Court – Landscaping Equipment Storage – SITECN-23-000050 Request by Rick Campagna with The Camp Group LLC (rick@carolinastorage.com) for a landscaping equipment storage yard. The site is 1.02 acres and is zoned PD (in Northchase). The engineer is Branch Smith (dogwoodldpllc@gmail.com). The case planner is Love Ott (lott@nhcgov.com, 910-798-7444). Fawn Valley – 6650 Myrtle Grove Rd – Major Subdivision – TRC Review Page | 1 To: James Yopp of River Road Construction Company, LLC - james@rockfordpartners.net Rodney Wright of CSD Engineering – rodney@csd-engineering.com From: Wendell E. Biddle Development Review Associate Planner Date: January 3rd 2024 TRC Review PID#: R07900-003-020-000 Egov# SUBPP-23-0007 Subject: 6650 Myrtle Grove Rd – Fawn Valley – Major Subdivision Site Plan – TRC Review The following comments have been received for the Jan 3rd, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Wendell Biddle 910-798-7068 1. General Comments – Zoning is R-15 with a proposed Performance Residential use. a. Please note that prior to final plat of this development or phasing, the HOA Covenants must be on record with the New Hanover County Register of Deeds. b. At a density of 2.5 units per acre, a total of 49 units for 19.52 acres is proposed and permitted. Please number and provide dimensions for each lot. c. Please detail the Performance Subdivision setbacks and distance between structures. d. Please detail if Fawn Valley Drive is stubbed for future connection. e. Please detail if Fawn Settle Drive is a private roadway in which permission to connect with adjacent HOA is required? Please detail if Fawn Settle Drive has legal access across the connecting road into the adjacent development. 2. Please detail the location of any traffic calming devices if used. 3. Tree Removal: a. Please detail proposed method of tree mitigation in accordance with UDO Section 5.3. Strict payment into the New Hanover County Tree Fund for 286 inches of Significant tree removal is $57,200. b. Please note that trees retained are classified as Significant and do not accrue credit against mitigation. Fawn Valley – 6650 Myrtle Grove Rd – Major Subdivision – TRC Review Page | 2 4. Please provide a detailed landscape and buffering plan detailing the requirements in accordance with UDO Section 5.4. a. Landscaping is only required for the amenity center. 5. Lighting: a. Is any lighting proposed for the development? b. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. c. When the lighting plan is submitted, please ensure that the foot candles from the street lights at the lot lines do not exceed 0.5, as the adjacent land is residential. 6. Signs: a. Please note that all signs are subject to Section 5.6 of the UDO. b. Please submit for sign permits prior to installation. 7. New Hanover GIS records indicate a Swamp Forest Conservation Overlay on site. Please delineate on site plan the aggregate acreage of Swamp Forest on site. a. Please refer to UDO Section 5.7.3 for Conservation Space General Performance Controls. b. Please refer to UDO Table 5.7.3.A.5: Worktable for Determining Required Conservation Space Developable Land. c. Please note UDO Section 5.7.3.E Methods for Conservation. 8. Mailbox Kiosk a. Please show location of mailbox kiosk on site plan. b. Please indicate the length and width of the pull-off area on the site plan. Fire Services, Sunnie Batson 910-798-7458 See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit for permits as the design is completed. 2. Please contact the State for the stormwater permit requirements. 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 and sewer available through mainline extension. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. 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. Fawn Valley – 6650 Myrtle Grove Rd – Major Subdivision – TRC Review Page | 3 6. 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 910-398-9100 See attached. Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Proposed infrastructure development does not violate setbacks to surrounding properties wells or septic systems. 2. Site plan reflects connection to public water and sewer. Proposed infrastructure development does not violate setbacks to surrounding properties wells or septic systems. WMPO, Jamar Johnson 910-473-5130 See attached. Brad Shaver USACOE Brad.E.Shaver@usace.army.mil USACE issued the Jurisdictional Delineation for the Fawn Valley site and it appears based on the submitted plans there is no proposed discharge into the wetlands therefore a Corps permit should not be triggered. If plans change and a discharge is proposed, a permit would then be required. Addressing, Katherine May 910-798-7443 Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code SUBPP-23-0007 – Fawn Valley Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments by fire during review shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. Include both the UL and ASTM Listing in the documentation attachments for approval. • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County *Existing Hydrant – approximate location *Interconnectivity with Fawn Settle Drive? *Interconnectivity of Fawn Valley Drive beyond Doe Place? Accessibility • All new structures larger than 7,500 square feet must comply with Section 510 of the NC Fire code. An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and results given to the New Hanover County Fire Marshal’s Office Fire Plan Reviewer. All buildings that are more than one story, underground, windowless or buildings with a basement must complete an ERRC survey. (It is highly recommended that a pre-construction survey be conducted, however a pre-construction survey is not required). • All new structures must comply with Appendix J of the NC Fire Code, Building Information Signs. An example can be provided upon request. • Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). • Street and road signs are required, temporary signs during construction are acceptable as long as • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. • Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). • Generator and solar installations shall be in accordance with Chapter 6. Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire low calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Fire hydrants in mixed use and commercial areas shall be installed so that all insured properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart along fire apparatus access roads and preferably located at intersections when possible). o Fire hydrants for industrial and manufacturing areas shall be installed so that all structures are within 250 feet of a fire hydrant; distances may be adjusted based on approval of the fire code official and based on the hazards present. o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) o Fire hydrants should be located 50 feet or more from the structure they protect. • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities, or vehicles. o Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. o An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County o The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. Demolition o All demolition work must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER 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: December 12, 2023 Subject: Fawn Valley ________________________________________________________________________ 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. Comments: Fawn Settle Drive: x If any damage is done by the proposed development in the public right of way those items will need to be repaired per the requirements of the District Engineer. x The current section of Fawn Settle Drive can be petitioned to be added to the state system once the subject development is constructed. o Any deficiency items within the limits will need to be repaired prior to be added. o The temporary cul-de-sac can be removed and reconstructed to match the typical section in this subdivision. NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx 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. x Refer to the NCDOT checklist (attached) for submittal requirements (Documents, details, and plans). 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 A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. Site Plan Comments: Roadway Design: x The proposed connection will need to transition from a shoulder section to a curb & gutter system. o Include a detail showing this transition. SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS F M SS F M SS FM 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 12/22/23 Subject: Fawn Valley Comments: • Please clarify why the existing sidewalk along Fawn Settle Drive will not be connected with the sidewalk in the proposed development. • Show ADA detectable warnings pads on plans. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: 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 ITE 210 Single Family Detached Housing 49 DU 462 34 46 3401 Merchant Court – TRC Comments Pg. 1 To: Rick Campagna with The Camp Group LLC From: Love Ott, Current Planner Date: January 3, 2024 Egov#: SITECN-23-000050 Subject:Parkway Corporate Park – Landscaping Equipment Storage Address: 3401 Merchant Court The following comments have been received for the January 3, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Love Ott 910-798-7444 1. Zoning District: PD 2. General Comments: a. Please show the location of all signs and note any proposed sign is subject to Section 5.6. 3. Landscaping a. Landscape plan is sufficient 4. Tree Retention a. Please confirm there are no trees being removed for this development a. If so, please apply for a tree removal permit. b. Tree Removal Permit requirements can be found in Section 5.3 of the New Hanover County UDO. c. Please be aware that a Tree Removal Permit is required for any land disturbance activities. Please provide specific species of the trees to be removed or retained to determine required mitigation. 5. Lighting 3401 Merchant Court – TRC Comments Pg. 2 5. Lighting a. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC Approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. b. When available, please send over the lighting plan for review and approval. NHC Fire, Sunnie Batson 910-798-7464 1. See attached appendix NHC Engineering (Stormwater), Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit for permits as the design is completed. 2. Please contact the State for the stormwater permit requirements. 3. Please include a letter from the landowner requesting the existing County stormwater permit ATC 400-05/10/07 be rescinded at the time of permitting. NHC Environmental Health, Dustin Fenske 910-798-7324 1. Existing structure is connected to public water and sewer. 2. All other properties around are on public water and sewer. 3. No issues with landscape storage on this lot with regards to well or septic systems. Addressing, Katherine May 910-798-7443 1. Existing address is acceptable CFPUA, 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 and sewer available. 4. CFPUA Meter Sizing Form will be required if new plumbing fixtures will be added. Plan Review requirement will be determined at that time. WMPO, Jamar Johnson 910-343-3915 1. See attached appendix. NCDOT, Nick Drees 910-398-9100 1. See attached appendix 3401 Merchant Court – TRC Comments Pg. 3 Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comment 3401 Merchant Court Sketch Plan Review Proposed Paved Driveway with Gate off Merchant Court: • Gates shall be a minimum of 20’ wide and have an approved means of emergency operation. • Emergency operation can be electric openers that are listed in accordance with UL 325. Approved emergency operation for New Hanover County Fire Rescue is a siren-activated opener and a Knox key override. When the project progresses to the point where standard permits are applied for, a gate permit must be applied for as well. Plans for gate installation as well as specifications for the openers with Knox override for electric gates must be submitted with the gate permit application. Please let me know if there’s anything else I can do for you at this time. Sunnie Batson, CF-16 910-279-8070 sbatson@nhcgov.com STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER 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: December 12, 2023 Subject: Landscape Equipment Storage, The Camp Group, LLC ________________________________________________________________________ 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. Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx A NCDOT Driveway Permit will not be required. A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. Site Plan Comments: Show emergency spillway location. Driveway access for the subject parcel will only be allowed off Merchant Court, no access will be given off NorthChase Parkway if the site is redeveloped. N 75°37'38" E 290.01' (TOTAL) S 75°37'38" W 295.06' (TOTAL) 7' PRIVATE ACCESS EASEMENT MB 43 PG 213 30 ' A C C E S S , D R A I N A G E & U T I L I T Y E A S E M E N T M B 4 3 P G 2 1 3 30.0'30.0' 20.0' 7.0' LOT 6R-1VACANTMB 43 PG 2131.02 ACRES r LOT 6R-3VACANTMB 43 PG 2130.64 ACRES r LOT 6R-4MB 43 PG 213 LOT 7RMB 36 PG 329 NORT HC HA SE PARKW A Y NORTHEAST -S.R.2652 30 . 0 ' 30 . 0 ' E.C.M. E.C.M. M.N.F. E.I.P.(P.O.L.)(BENT) M.N.S. PK NAIL DROP INLETRIM 35.45'(FULL OF DEBRIS) N.P.S. N.P.S. E.C.M. DROP INLETRIM 35.58'15" RCPINV. 31.98' SSMHRIM 36.33'INV. OUT 29.72' SSMHRIM 36.01CL INV. 29.60' SSMHRIM 35.44'CL INV. 27.34' DROP INLETRIM 34.57'15" RCPOUT 31.72' DROP INLETRIM 34.60'15" RCP IN/OUT 31.35' DROP INLETRIM 34.58'15" RCPIN/OUT 31.18' DROP INLETRIM 34.90'15" RCP IN 31.45'24" RCP OUT 31.45'15" RCP 15" RCP 15 " R C P 24" RCP 15" R C P 15" R C P 15" R C P 15 " R C P DROP INLETRIM 34.52'INV. IN/OUT 31.07' DROP INLETRIM 35.38'(FULL OF DEBRIS) OUTLET BOXRIM 35.50'(FULL OF DEBRIS)EDGE OF PAVEMENT LOT 6R-2MB 43 PG 2131.60 ACRES r I.P.S.SSMHRIM 35.20'CL INV.26.48' S 14 ° 2 2 ' 2 2 " E 2 3 8 . 8 3 ' E.I.P. 20' DRAINAGE EASEMENT MB 43 PG213 N.P.S.I.P.S.(P.O.L.) E.I.P.(P.O.L.) R/W R/W R/W C/L 30' DRAINAGE EASEMENT MB 43 PG213 30' DRAINAGE EASEMENT MB 43 PG213 30' DRAINAGE EASEMENT MB 43 PG213 C/L 30.00' 30.86'CHORD N.P.S. 170 . 0 6 ' N 13 ° 1 1 ' 1 1 " W 238 . 8 8 ' N 1 4 ° 2 2 ' 2 3 " W 90. 2 8 ' N 00 ° 3 7 ' 3 0 " E 52.0 3 ' N 1 4 ° 2 2 ' 2 2 " W 19.9 7 ' N 1 4 ° 2 2 ' 2 2 " W 2 3 8 . 8 3 ' N 1 4 ° 2 2 ' 2 2 " W 9 5 . 7 1 ' N 1 3 ° 1 1 ' 1 1 " W (60'PUBLIC RIGHT OF WAY) C1 TOTAL C2 53.02' S 75°37'30" W 30 ' A C C E S S , D R A I N A G E & U T I L I T Y E A S E M E N T M B 4 3 P G 2 1 3 30.00' 30.00' N 75°37'38" E 290.12' (TOTAL) 9.90' N 1 4 ° 2 2 ' 2 2 " W 1 4 2 . 6 8 ' N 68°59'20" E 230.36' (TIE) S 75°36'51" W 32.87'N 30°36'36" E 42.41' S 1 4 ° 2 2 ' 2 2 " E 9 5 . 7 1 ' L1 L2 24" RCP CO T TT T TT G 36 36 36 36 3535 35 3535 34 34 3432 33 33 33 3535 34 34 36 36 36 33 33 32 34 34 35 35 36 37 37 38 36 33 32 32 3232 33 33 35 35 36 36 37 3938 38 37 38 36 37 36 3434 15" RCP 15" R C P 12" RCP12" RCP 36 34 WEST SHORE HOMES WAREHOUSEAND OFFICE SITE INFORMATIONPROJECT ADDRESS: 3401 MERCHANT COURTWILMINGTON, NC 28411 PARCEL ID: R02612-002-004-000 PROPERTY OWNER: THE CAMP GROUP, LLC311 JUDGES ROAD, SUITE 12FWILMINGTON, NC 28409 CURRENT ZONING: PD; PLANNED DEVELOPMENT;COMMERCIAL EXISTING USE: VACANT PROPOSED USE: COMMERCIAL OFFICE CAMA LAND USE CLASSIFICATION: URBAN TOTAL SITE AREA: ± 1.02 ACRES OR 43,575 SF WETLANDS: N/A FLOOD PLAIN: SITE IS NOT LOCATED WITHIN ASPECIAL FLOOD HAZARD AREABUT ZONE X ACCORDING TO THEDFIRM PANEL 3720324000kEFFECTIVE DATE 8/28/2018 SOIL TYPES: MURVILLE FINE SAND (Mu) CAMA AREAS OF ENVIRONMENTAL CONCERNS: N/ACONSERVATION RESOURCES: N/AHISTORIC AND ARCHAEOLOGICAL SITES: N/A SURVEY - BOUNDARY AND TOPOGRAPHY: INTRACOASTAL LAND SURVEYINGCHRIS CARROLL, PLS SCALE: 1"=30' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) (N C G R I D ) 0 30 60 90       DOGWO O D LD, P LLC 1701-462)019(   5872-P.CILCN            VICINITY MAP 1" = 1000' SITE  S 75°37'38" W 295.06' (TOTAL) 30.0'30.0' NOR THCHA SE PARKWA Y NORTHEA ST -S.R.2652 30 . 0 ' 30 . 0 ' S 1 4 ° 2 2 ' 2 2 " E 2 3 8 . 8 3 ' 30.00' 30.86' CHORD 170 . 0 6 ' N 1 3 ° 1 1 ' 1 1 " W 238 . 8 8 ' N 1 4 ° 2 2 ' 2 3 90.2 8 ' N 00 ° 3 7 ' 3 0 " E 52.0 3 ' N 1 4 ° 2 2 ' 2 2 " W 19. 9 7 ' N 1 4 ° 2 2 ' 2 2 " W 2 3 8 . 8 3 ' 4°2 2 ' 2 2 " W 9 5 . 7 1 ' N 13 ° 1 1 ' 1 1 " W (60'PUBLIC RIGHT OF WAY) C1 TOTAL C2 53.02' S 75°37'30" W 30.00' N 75°37'38" E 290.12' (TOTAL) 9.90' N 14 ° 2 2 ' 2 2 " W 1 4 2 . 6 8 ' N 68°59'20" E 230.36' (TIE) S 75°36'51" W 32.87'N 30°36'36" E 42.41' 4°2 2 ' 2 2 " E 9 5 . 7 1 ' CO T TT T TT WEST SHORE HOMESWAREHOUSEAND OFFICE 25' FRONT SETBACK 33 3334 33 34 35 33 34 34 33 34 33 33 34 34 3335 35 35 36 36 25' (BUFFER) 36 36 . 5 36 36 33 36.5 33 31' ± B U F F E R X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X X X X X X X 121' 185' 24' 21,520 SF 36 36. 5 33 30. 0 MAX 30. 5 MA X 29 . 7 0 BO T T O M 3334 34 32. 5 SITE INFORMATIONPROJECT ADDRESS: 3401 MERCHANT COURTWILMINGTON, NC 28411 PARCEL ID: R02612-002-004-000 PROPERTY OWNER: THE CAMP GROUP, LLC311 JUDGES ROAD, SUITE 12FWILMINGTON, NC 28409 CURRENT ZONING: PD; PLANNED DEVELOPMENT;COMMERCIAL EXISTING USE: VACANT PROPOSED USE: COMMERCIAL OFFICE CAMA LAND USE CLASSIFICATION: URBAN TOTAL SITE AREA: ± 1.02 ACRES OR 43,575 SF WETLANDS: N/A FLOOD PLAIN: SITE IS NOT LOCATED WITHIN ASPECIAL FLOOD HAZARD AREABUT ZONE X ACCORDING TO THEDFIRM PANEL 3720324000kEFFECTIVE DATE 8/28/2018 SOIL TYPES: MURVILLE FINE SAND (Mu) CAMA AREAS OF ENVIRONMENTAL CONCERNS: N/ACONSERVATION RESOURCES: N/AHISTORIC AND ARCHAEOLOGICAL SITES: N/A PARKING REQUIREMENTSNA TRAFFIC GENERATIONNA LIGHTINGSITE LIGHTING SHALL BE FULLY-CUT OFF LUMINANCE WITH NO LIGHT POLLUTION IN THESKY OIR ADJACENT PROPERTIES. THE FOOT-CANDLE SPECIFICATION REQUIRED FORCOMMERCIAL IS 2.0 MAX. OWNER WILL CONTRACT WITH DUKE ENERGY IF ANY POLES ARETO BE INSTALLED AND WILL INFORM DUKE OF THE COUNTY REQUIREMENTS. TRASHTRASH SERVICE TO BE PROVIDED WITH SITE DUMPSTERS AND ROLL CANS AS NEEDED. WETLAND INFORMATIONNOTE: THERE ARE NO REGULATED WETLANDS OR WATERWAYS LOCATED ON THEPROPERTY. THERE ARE NON-JURISDICTIONAL DITCHES THAT NEED COUNTY OR PRIVATEMAINTEANANCE AS PROPOSED ON THE PLAN. LANDSCAPE STANDARDS - NHC UDO SECTION 5.4 STREETYARD - PRIMARY - NORTHCHASE BLVD.STREETYARD = 25'x237' = 5925 sf TREES REQUIRED: 1 PER 600 SF: 5925/600 = 9.8 TREES 10 PROVIDEDORUNDERSTORY TREES: 3 PER 600 SF: 9.8*3 = 30 TREESANDSHURBS: 6 PER 600SF: 9.8x6 = 60 SHRUBS 60 PROVIDED STREETYARD - SECONDARY - MERCHANT COURT (PRIVATE)STREETYARD = 12.5'x120' = 1500 sf TREES REQUIRED: 1 PER 600 SF: 1500/600 = 2.5 TREES 3 PROVIDEDORUNDERSTORY TREES: 3 PER 600 SF: 2.5*3 = 8 TREESANDSHURBS: 6 PER 600SF: 2.5x6 = 15 SHRUBS 15 PROVIDED PARKING ISLANDSNA FOUNDATION PLANTINGSNA SCALE: 1"=30' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) (N C G R I D ) 0 30 60 90 ME R C H A N T C O U R T 60 - F T P R I V A T E A C C E S S AN D D R A I N A G E E A S E M E N T EXISTINGDITCHIN PUBLICDRAINAGEEASEMENT       DOGWO O D LD, P LLC 1701-462 )019(   5872-P .CIL CN    VICINITY MAP 1" = 1000' SITE PROPOSEDPAVEDDRIVEWAYWITH GATE PROPOSEDGRAVELEQUIPMENTYARD PROPOSEDSTORMDRAIN (10) 'AR' TREES PM 15 SIDEYARD NO.KEY BOTANICAL NAME AR 5 RED MAPLEACER RUBRUM 6-8'STREETYARD2.0-2.5" Cal. 3 GAL.FG 60 COMMON NAME FOTHERGILLA GARDENII DWARF FOTHERGILLA STREETYARD (60) 'FG' SHRUBS (3) 'AR' TREES (15) 'PM' SHRUBS MUHLENBERGIA CAPILLARIS 3 GAL.PINK MUHLY GRASS SIZE LOCATION STORMWATERWETLAND(SEE DETAILS) EXISTING STORM DRAINTO PROPOSED WETLAND PROPOSED6-FT CHAINLINKFENCE PROPOSED6-FT SHADOW-BOXFENCE EXISTINGHYDRANT S 75°37'38" W 295.06' (TOTAL) 30.0'30.0' NORTHCHASE PA RK WAY NORTHEAST -S.R.2652 30 . 0 ' 30 . 0 ' S 14 ° 2 2 ' 2 2 " E 2 3 8 . 8 3 ' 30.00' 30.86'CHORD 170 . 0 6 ' N 13 ° 1 1 ' 1 1 " W 238 . 8 8 ' N 00 ° 3 7 ' 3 0 " E 52.0 3 ' N 1 4 ° 2 2 ' 2 2 " W 19.9 7 ' N 1 4 ° 2 2 ' 2 2 " W 2 3 8 . 8 3 ' N 1 3 ° 1 1 ' 1 1 " W (60'PUBLIC RIGHT OF WAY) C1 TOTAL C2 53.02' S 75°37'30" W 30.00' N 75°37'38" E 290.12' (TOTAL) 9.90' N 1 4 ° 2 2 ' 2 2 " W 1 4 2 . 6 8 ' N 68°59'20" E 230.36' (TIE) S 75°36'51" W 32.87'N 30°36'36" E 42.41' CO T TT WEST SHORE HOMES WAREHOUSEAND OFFICE 25' FRONT SETBACK 25' (BUFFER) 31 ' ± B U F F E R X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X X X X X X X 21,520 SF 33 3334 33 34 35 33 34 34 33 34 33 33 34 34 33 35 35 35 36 36 36 . 5 36 36 33 36.5 33 36 36 . 5 33 30. 0 MA X 30. 5 MA X 29. 7 0 BO T T O M 33 34 34 32. 5 36 SCALE: 1"=30' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) (N C G R I D ) 0 30 60 90 ME R C H A N T C O U R T 60- F T P R I V A T E A C C E S S AN D D R A I N A G E E A S E M E N T       DOGWO O D LD, P LLC 1701-462 )019(   5872-P .CIL CN            DI-3RIM=35.00INV=31.00 (10) 'AR' TREES (60) 'FG' SHRUBS (3) 'AR' TREES (15) 'PM' SHRUBS OUTLETSTRUCTURE(SEE DETAILS) PROPOSED6-FT CHAINLINKFENCE PROPOSED6-FT SHADOW-BOXFENCE EXISTINGHYDRANT I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THELATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL. Signature: Name and Title: James Branch Smith, PE Date:11/17/2023 Registration Number:034354 WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNERS OF THE PROPERTY AND THATUPON RECEIPT OF THE STORMWATER PERMIT, ANY CLEARING, GRADING, CONSTRUCTION,OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THEAPPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTHCAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBYMADE PART OF THIS PLAN. AS THE OWNER, WE ACCEPT FULL RESPONSIBILITY FOR THECONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WEWILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTENAUTHORIZATION OF NEW HANOVER COUNTY. Signature: Name and Title: Richard Campagna, Manager, Camp Group, LLC Date:11/17/2023   (RISER O.D.+6") x 6"EXTENDED BASE OUTLET STRUCTURE GRATINGTO BE SUBMITTED WITH SHOP DRAWING. 3'x3' I.D. RISER OPENING OUTLET BARREL(1) 15" RCP CLASS III25 LF @ 0% INV=33.00 PERMANENT POOL = 33.00 WEIR OPENING EL. = 34.20 RISER EL. = 35.00 RISER EL. = 35.00 FRONT VIEW  MIN.1-FTSUMP1.50" SCH. 40 PVCPIPE PENETRATION BARS OR GRATES,TYP. FES OUT=33.00SEE PLAN FORRIP-RAP APRON. 3'x3' GRATE OPENING3'x3' GRATE OPENING (1) 18"x8" OPENING NOT TO SCALE RIP-RAP EMERGENCY SPILLWAY*12" NCDOT CLASS B RIP-RAP (d50 = 8") & 4" NCDOT NO. 57 STONEBEDDING WRAPPED WITH NON-WOVEN FILTER FABRIC (SIGEOTEX 801 OR APPROVED EQUAL) 13 31 SPWY EL. = 35.50 TOP EL. = 36.50 6" 1.50" SCH. 40 PVC WITH 45° BENDEXTENDED BEYOND THE SHELFINTO THE DEEP POOL PERMANENT POOL = 33.00 WEIR OPENING EL. = 34.20(1) 8"x18" OPENING PERMANENT POOL 33.00 1. VEGETATE ALL ZONES AS SPECIFIED IN THE STORMWATER WETLAND ZONE PLANTING. SHALLOW WATER ZONE(0-6" BELOW PERMANENT POOL) FOREBAY ZONE(0-40")   1. TOPSOIL TO BE ADDED TO TOP OF CONSTRUCTED WETLAND SHELF IFNATIVE SOILS ARE NOT SUITABLE FOR GROWTH OF SELECTED PLANT SPECIES. 2. TOPSOIL SHALL BE WELL MIXED, FREE OF TRASH AND DEBRIS,UNCOMPACTED, AND VOID OF LARGE (>2 INCHES) AND WOODY MATERIAL (>3 INCHES). 3. TOPSOIL (TOP 12") SHALL MEET THE FOLLOWING SPECIFICATIONS: SOIL TYPE: CLAY < 60%, SAND < 80%, SILT < 80%ORGANIC CONTENT: 5-8%P-I: 20<50 pH: 6.0-7.0 4. IN THE EVENT THAT SELECTED TOPSOIL DOES NOT MEETSPECIFICATION LISTED ABOVE, CONSULT WITH LANDSCAPE ARCHITECT. 5. UPON PLACEMENT OF TOPSOIL, AREA SHOULD BE LIGHTLY COMPACTED TO ENSURE STABILIZATION OF MATERIAL. EXCESSIVETRAFFICKING OF EQUIPMENT OVER CONSTRUCTED WETLANDPLANTING AREAS SHOULD BE AVOIDED.  EXISTING SOIL AMENDED TOPSOIL(AS NECESSARY)MIN. 12 IN DEPTH CUT & REMOVE ANYCOVERING AROUNDROOTS INSTALL PLANTSWHERE CROWN ISFLUSH WITH SOIL SURFACE  NOT TO SCALE TEMP. POOL 34.20 3:1 TOP 36.50 BOTTOM 29.67 SHALLOW WATER ZONE(0-6" BELOW PERMANENT POOL)DEEP POOL(NON-FOREBAY)(18"-30") BOTTOMVARIES 3:1 TOP 36.50 EXISTINGDITCHTO BE CLEANEDAND GRADEDAS SHOWN WETLAND HATCH LEGEND SHALLOW WATER ZONE (SWZ) TEMPORARY INUNDATION ZONE (TIZ)  1. APPROXIMATELY 5 GRAMS OF A BALANCED SLOW RELEASE FERTILIZER SHALL BEINSTALLED NEXT TO EACH HERBACEOUS LARGE PLUG WITHIN THE WETLAND.FERTILIZER MAY BE OMITTED IF 6 INCHES OF FERTILE TOPSOIL HAS BEEN APPLIED THROUGHOUT THE WETLAND. 2. ALL PLANTS SHOULD BE PLANTED IN THE SPECIFIED ZONE TO ENSURE SURVIVAL. 3. AVOID PLANTING INDIVIDUAL SPECIES IN LARGE GROUPS BY SPACING CLUSTERS A MIN.OF 5' APART. 4. ALL ZONES TO BE PLANTED WITH BARE ROOT, PLUGS, OR CONTAINER LIVE PLANTINGSAS SPECIFIED 5. BEGIN PLANTING DURING LOCAL GROWING SEASON IN ORDER TO ENSURE THAT PLANTSHAVE ADAQUET TIME TO ESTABLISH BEFORE WINTER MONTHS. 6. FRESH PLANTS WILL BE OBTAINED FROM A NURSERY AND WILL BE STORED WITH ROOTSIN MOIST SOILS. 7. PLANTINGS WILL BE INSPECTED AND MAINTAINED. PLANTS WILL BE INSPECTED FORWASHOUT. WASHED OUT PLANTS WILL BE REPLACED. 8. A SUITABLE STAND OF WETLAND PLANTS WILL BE ESTABLISHED WITHIN 8 MONTHS OF PLANTING. A 90% SURVIVAL RATE MEETS THIS OBJECTIVE. SUPPLEMENTAL PLANTINGSWILL BE PROVIDED AS NEEDED TO MEET THIS CRITERIA. SCHEDULE 40 PVC PIPE(BARREL OR ARM) PVC VENTPIPE FLOAT L = 1.4 x DEPTHTO THE OVERFLOW MINIMUM LENGTH APPLIES GENERAL NOTES:1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME.MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE.3. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.4. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.5. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND INSTRUCTIONS ONWEB SITE FOR EACH SIZE. FLEXIBLE HOSE TO CONNECTTO POND OUTLETSTRUCTURE(SEE OUTLET STRUCTURE DETAILS) TEMPORARY SKIMMER DEWATERING DEVICE NOT TO SCALE 0.90 SKIMMER ORIFICE (IN.) SED BASIN 1 1.5 BASIN #SKIMMER SIZE (IN.) 99LF 15"DIA.PIPE DI-2RIM=35.00INV=30.50 DI-1RIM=35.00INV=29.50 ES-1INV=29.00 27LF 18" DIA PIPE 100LF 18" DIA PIPE ES-2INV=29.00 57LF 18" DIA PIPE EXISTING 15" PIPE EXISTING STORM DRAIN EXISTINGDITCHTO BE CLEANEDAND GRADEDAS SHOWN FOREBAYZONE OUTLET DEEPPOOL ZONE OUTLET DEEPPOOL ZONE FENCING NOTES AND SPECIFICATIONS1. SPECIFICATIONS FOR WOOD FENCES THE FOLLOWING SPECIFICATIONS, DERIVED FROM ASTM F 537AND STANDARD PRACTICE IN THE FENCE INDUSTRY, SHALL APPLY TO THE MATERIALS AND CONSTRUCTIONOF WOOD FENCES:(A) POSTS AND FRAMING - POST SPACING SHALL NOT EXCEED EIGHT FEET (8')ALL POST HOLES SHOULD BE A MINIMUM OF THIRTY INCHES (30") DEEP FOR FOUR FEET (4')HIGH FENCES AND THIRTY-SIX INCHES (36") DEEP FOR FENCES HIGHER THAN FOUR FEET (4')UP TO SIX FEET (6'). ALL TERMINAL, CORNER AND GATE POSTS SHOULD BE SET TO THIRTY-SIXINCHES (36") DEEP.(B) POST HOLES SHOULD BE AT LEAST FOUR INCHES (4") LARGER IN DIAMETER THAN THELARGEST DIMENSION OF THE POST. ALL TERMINAL, CORNER AND GATE POSTS SHOULD BESET IN CONCRETE.(C) FENCES UP TO FIVE FEET (5') SHALL HAVE A MINIMUM OF TWO RAILS (STRINGERS) TOPAND BOTTOM. FENCES OVER FIVE FEET (5') SHALL HAVE A THIRD RAIL AT CENTER HEIGHT.STRINGERS SHALL BE 2X6 MINIMUM (NOMINAL).(D) MATERIALS - ALL MATERIALS USED IN WOOD FENCING SHOULD BE EITHER (1) NATURALLYROT-RESISTANT WOOD (SUCH AS CEDAR), (2) A WOOD PRESSURE TREATED FORROT-RESISTANCE, OR (3) BE COATED THOROUGHLY WITH A PAINT OR PROTECTIVE COATINGIMMEDIATELY ON ERECTION.(E) FASTENERS - FASTENERS SHALL BE MADE OF A NON-RUSTING, NON-CORROSIVEMATERIAL, OR COATED TO RESIST RUSTING. NAILS SHALL BE LONG ENOUGH TO PENETRATETHE RECEIVING MEMBER TWICE THE THICKNESS OF OF THE THINNER MEMBER BUT NOT LESSTHAN ONE AND ONE-HALF INCHES (1 1/2").(F) COVER BOARDS SHALL BE 1/2" MINIMUM THICKNESS.(G) SOLID WOOD FENCES SHOULD ALLOW FOR EXPANSION TO AVOID BUCKLING AS FOLLOWS:FOR WIDTHS 2 TO 4 INCHES, A ONE SIXTEENTH INCH (1/16") SPACE SHOULD BE PROVIDED;FOR WIDTHS 6 TO 8 INCHES, A MINIMUM SPACE OF ONE EIGHTH INCH (1/8") SHOULD BEPROVIDED.(H) THE TOPS OF THE COVER BOARDS SHALL BE CUT AS DOG EAR (CORNERS CUT OFF AT 45DEGREE ANGLES). X 8'-0" POST FACE TO FACE (MAX.)LC 3" TYP. X 4" X 4" 3'-0 " 6'-0 " 4" LC THE TOP AND BOTTOM WOOD CROSSBRACES SHALL BE PLACED 6" FROMTHE END OF THE WOOD PICKETS. THEMIDDLE BRACE SHALL BE CENTEREDWITHIN THE FENCE. 4 x 4 TREATED WOODPOST (TYP.) ATTACH EACH 2 x 6 x 8 CROSSBRACE TO THE 4 x 4 TREATEDWOOD POST WITH 2-3" x 1/4"GALVANIZED LAG BOLTS WITHWASHERS (TYP.) 2 x 6 x 8 TREATED WOOD CROSSBRACE (TYP.) ATTACH EACH 1 x 6 WOOD PICKET TOTHE 2 x 6 CROSS BRACE WITH 3GALVANIZED NAILS (TYP.) 1 x 6 TREATED WOODPICKET (TYP.) TOP OF CONCRETE FOUNDATION TOBE A RECTANGULAR SHAPE 1/2" SLOPE INSTALL 1 x 6 BOARDS VERT., 2 x 6'sMAY SLOPE OR BE HORIZ. TOACCOUNT FOR GRADE CHANGES.SPACE 1 x 6 BOARDS EQUALLY 4000 PSI MIN. OR ASSPECIFIED IN THEGEOTECH REPORT GRADE 4" CABC ELEVATION WOOD FENCE SECTION 4 x 4 TREATED WOOD POST (TYP.) 1 x 6 TREATED WOOD PICKET (TYP.)2 x 6 TREATED WOOD CROSS BRACE(TYP.) INSTALL 1 x 6 BOARD AT END OFFENCE IF SIDE IS VISIBLE 4 x 4 TREATED WOOD POST (TYP.) PLAN VIEW SHADOW BOX FENCE AND GATE DETAILS NOT TO SCALE 16" 6'- 0 " 4" 1-1/2"6' 4'-0 "3'-6 " 6" 8" 4" 4" 11 " 2" 9" PLAN VIEW FRONT ELEVATION 4" x 4" x 1/4" STEEL TUBE GROUTFILLED & CAPED W/ CONCRETE,PAINTED PER OWNER. GATE FRAME:1-1/2"x 1-1/2"x 1/8" STEEL TUBEOR 2"x 2"x 1/8" ANGLEW/ WELDED JOINTS. ATTACH HORZ. C.C.A. 2 X 4'S ONSTEEL FRAME @ TOP & BOTTOMW/ 4" X 1/4" GALV. CARRIAGE BOLTSON OUTSIDE TO RECEIVE FENCEFACE BOARD. BARREL BOLT:STANLEY HEAVY BARREL BOLT #CD1084BB SCREW THROUGH WOOD &INTO METAL FRAME. 3/4" BENT STL. BAR (2) 1" I.D. X 2" LONG STL. PIPEWELDED TO FRAME & ALIGNED FORBENT BAR ON EACH GATE. 6" HINGE:TYP. ( 2 ) STANLEY BB855 PHOSPHATEWITH NO HOLES ON ONE SIDE FORWELDING TO STEEL PIPE. DUMPSTER PAD:SEE DETAIL. 1" HOLE IN PAVM'T W/ MTL. SLEEVETO RECEIVE STL. BAR (3" DEPTH MIN.) 4" L 1 1/2" X 1 1/2" X 1/8" X 4'-0" LONGWELDED TO GATE. 3/4" BENT STL. BAR ALL MTL. PARTS PRIMED W/ METALPRIMER & PAINTED PER OWNERSPECIFICATION. ℄ ℄ GATES OPENING SHOULD BE PLACEDAT CENTER LINE OF CONCRETE PAD 12" 4000 PSI MIN. OR ASSPECIFIED IN THE GEOTECHREPORT NOTES:1. SEE FENCING NOTES, THIS SHEET.      DOGWO O D LD, P LLC 1701-462 )019(   5872-P .CIL CN            6" 3'-0 " 4'-0 " 2'-0" 10" FENCINGA. FENCING SHALL CONFORM TO DETAIL SHOWN AND THE CURRENT STANDARDS ESTABLISHED BY THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE. B. FRAMES SHALL CONSIST OF CLFMI TYPE 1 MATERIALS SIZED TO ACCOMMODATE THE SPANSREQUIRED POSTS SHALL BE OF STANDARD WEIGHT, HOT DIPPED GALVANIZED PIPECONFORMING TO ASTM A-120 SCHEDULE 40 FOR CORNER AND GATE POSTS, AND SCHEDULE20 FOR LINE AND TOP RAILS. C. GATE FRAMES SHALL BE FABRICATED OF GALVANIZED STEEL AND SIZED TO ACCOMMODATE SPANS REQUIRED. GATES SHALL BE SWING TYPE WITH THREE STRANDBARBED WIRE, SUPPORTED WITH TENSION BARS AND BRACING AS REQUIRED. GATEPOSTS SHALL BE SIZED TO ADEQUATELY SUPPORT THE GATE OVER THE SPAN SHOWN ON THEPLANS. GATE POSTS, GATE HINGES, GATE STOPS AND LATCHES SHALL BE OF ADEQUATESTRENGTH FOR THE GATE PROVIDED AND LATCHES SHALL BE SUITABLE FOR SECURINGWITH A PADLOCK. D. FENCE FABRIC SHALL BE 2 INCH MESH, 9-GAUGE CHEMICALLY CLEANED AND ZINCCOATED, CONFORMING TO ASTM A-392 FOR CLASS 2 FABRIC. E. BARBED WIRE SHALL BE 12-1/2 GAUGE GALVANIZED, WITH 4 BARBS AT 5 INCH SPACING.BARBED WIRE SHALL BE STRETCHED TIGHT, ADEQUATELY SECURED TO EACH ANGLE ARMAND COATED CONFORMING TO ASTM A-392 FOR CLASS 2 FABRIC.MUSHROOM TYPEGATE ANCHOR GROUND CLEARANCE 3"MAXIMUM 1" MINIMUM NO. 11 GAUGE & 1" BEVELEDGALVANIZED STEEL BANDWITH BOLT AND NUT 3/8" DIA. DIAG. TENSION ROADS AT EACH GATE &CORNERS OF LINE FENCING (TYP.) WELDED 2" DIA. GATE FRAMES(TYP.)TOP RAIL LINE RAIL ONE TENSION WIRE CLIP EA.LINE POLE (6 OUNCE MIN.) TENSION WIRE NO. 7 GAUGE GALVANIZEDCOIL SPRINGS STRETCHED OUT BOTTOM HINGE PERMANUFACTURER (TYP.)CONCRETE FOOTING 1'0" DIA. (TYP.)1'2" DIA. AT CORNER AND GATE POST10'0" MAXIMUM 1/2"CROWN CHAIN LINK FENCE DETAIL NOT TO SCALE FENCE CONTRACTOR TO PROVIDEBLACK SLATSOR MESH FABRIC SCREEN WT. = 132 LBSPLAN OF GRATE SECTION B-B WT.=120 LBS.PLAN OF FRAME BB 27 3/4" 27 3/4" 2 1/2" 24" 24" 1 3/8" 1 3/8" 1 1/4" 1 1/4" 3000 #CONC. COLLAR 1/2" DOWEL PIN (2 FOR EACH SIDE) 6" BY 1' 9 3/4"1' 9 3/4" 6" CONC. SIZE VARIABLE STANDARD AREA DRAIN (AD) NTS 6" M I N . MIN . 1 2 " 6" PIP E D I A . VAR I E S NOT TO SCALE STORM DRAIN HDPE/HP PIPE TRENCH 50' MIN. 50' MIN. 20'MIN.  NOT TO SCALE La, LENGTH W, W I D T H RIP-RAPTHICK (t)STORM DRAIN PIPE FLOW NON-WOVEN FILTER FABRIC STORM DRAIN PIPE TAILWATERSLOPE = 0% PIPE OUTLETS SHALL HAVEFLARED END SECTIONS(UNLESS OTHERWISE INDICATED OR IF PIPESENTERING PONDS ARE SUBMERGED) NCDOT CLASS B (d50=8") EROSION CONTROLSTONEON A LAYER OF 4" NCDOT #5 OR #57 STONE(t) RIP-RAP APRON DETAIL NOT TO SCALE RIPRAP LOCATIONS PIPE DIA.(IN.)LENGTH, La(ft)PIPE OUTLET WIDTH(FT.)DOWNSTREAM WIDTH,W (FT.) RIP-RAP APRON SCHEDULE STONE THICKNESSt (IN.) 3.018" 5.0ES 1 - FOREBAY 13.5"5.03.015" 5.0ES 2 - FOREBAY 13.5"5.0 (GEOTEX 801 OR APPROVED SUBSTITUTE)       DOGWO O D LD, P LLC 1701-462 )019(   5872-P .CIL CN           Know what'sbelow.before you dig.Call R EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH "PHASE" OF CONSTRUCTION.THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE ORIN PHASES. ANY EROSION CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZEDAND ALL IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE. 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE, TREE PROTECTIONFENCING, AND TEMPORARY SILT FENCE. 2. CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN THE DESIGNATEDCLEARING LIMITS. 3. CONSTRUCT TEMPORARY SEDIMENT BASIN(S) AND ASSOCIATED SKIMMER, OUTLET PIPE, SPILLWAY, ETC. 4. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSIONCONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING CONSTRUCTION. 5. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING ACTIVITY. 6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALLINSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION CONDITIONS ANY AREASOUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROLMEASURES. 8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENTAND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY ENGINEER OR EROSION CONTROL INSPECTOR. 9. UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES. 10. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED AREAS UNTIL ALLCONSTRUCTION IS COMPLETE. EROSION CONTROL MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADEIMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TOMAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT FENCE / SEDIMENT FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN ITBECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUSTBE STEEL, AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHENSTANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED ATLOW POINTS IN THE SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OFSEDIMENT, NO LONGER DRAINS, OR IS DAMAGED. 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS ONTHESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5. INLET PROTECTION - SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND GRAVEL, ORROCK-PIPE INLETS, WHEN IT REACHES HALF-FILLED. ROCK WILL BE CLEANED OR REPLACED WHEN NO LONGER DRAINS. SILTSACKS, BEAVER DAMS, SANDY SACKS, AND SOCKS NEED CHECKING EVERY WEEK AND AFTER RAIN. 6. SEDIMENT BASIN/SEDIMENT TRAPS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN ITACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AREA WITH SEDIMENT CONTROLS. CHECKTHE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARYREPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BEREPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, ETC. 7. SEDIMENT BASIN BAFFLES - BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, OR BECOMEINEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHTOF THE FIRST BAFFLE. 8. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT THE INTAKEMECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF THE BASIN IS DRY, MAKE SURETHAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION INWINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. 9. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS TO SEE IF ANY EROSIONAROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER OFFSITE SEDIMENTATION. 10. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE INTEGRITY OF THE LINEDSPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS. RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENTVEGETATIVE COVER. 11. DIVERSION DITCHES / GRASS SWALES - INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY ANDEVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNEDCARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOMEPERMANENT GRASS SWALES. THEN GROW GRASS INTO A HEALTHY, VIGOROUS CONDITION. LININGS OR ROLLED EROSIONCONTROL PRODUCTS (RECP) SHALL BE PROPERLY STAKED AND IN CLOSE CONTACT WITH THE GROUND. MONITOR AND REPAIRTHE LINING AS NECESSAR UNTIL GROUND COVER IS ESTABLISHED IN THE DITCH. 12. CHECK DAMS - EXCELSIOR OR RIP-RAP - SEDIMENT SHALL BE REMOVED FROM THE DAM WHEN IT REACHES HALF-FILLED.CHECK DAMS SHALL BE REPAIRED OR REPLACED, AND CHANNEL SHALL BE REPAIRED OF RUTS, PIPING, AND SETTLEMENTAROUND THE DAMS AS NEEDED. WASHED STONE ON THE FACE OF THE CHECK DAM SHALL BE REMOVED AND REPLACED WHENSEDIMENT IS CLEANED FROM FACE OF THE DAM. 13. CONCRETE WASHOUTS - CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY RAINS. DAMAGES SHOULDBE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN WATER IT SHOULD BE VACUUMED OR ALLOWED TOEVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THECONTAINER COVERED TO AVOID AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVEDAND RECYCLED. 14. SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CAPACITY IS REACHED. SEDIMENT BAGS SHALL BE DISPOSED OFPROPERLY IN A LANDFILL OR BROKEN ON-SITE FOR BACKFILL. BAGS SHALL BE LIFTED CAREFULLY ACCORDING TOMANUFACTURER'S RECOMMENDATIONS SO THAT BAGS ARE NOT TORN IN-PLACE AND SEDIMENT IS NOT RELEASED OFF-SITE ORDOWNSTREAM. TEMPORARY SEEDING GRASS TYPE LBS/ ACRE TIME OFSEEDING FERTILIZERLIMESTONE RYE GRAIN 50 OCT. - APR. 400 LBS/AC. 10-20-20 SWEET SUDAN GRASS 50 JUNE - AUGUST 400 LBS/AC. 10-20-20 GERMAN or BROWNTOPMILLET 50 JUNE - AUGUST 400 LBS/AC. 10-20-20 STRAW MULCHAS NEEDED 4,000 PERMANENT SEEDING GRASS TYPE LBS/ ACRE TIME OF SEEDING FERTILIZERLIMESTONE BERMUDA, HULLEDBERMUDA, UNHULLED 10-20 35 MARCH - AUGUSTSEPT. - FEB.BY SOIL TEST CENTIPEDE 10 MARCH - AUGUST BY SOIL TEST(NO HIGH PH) TALL FESCUE(COASTAL CULTIVARRECOMMENDED)50 MARCH - AUGUST 300 LB/AC 10-20-20 OR BYSOIL TEST SLOPES >= 2:1 CENTIPEDESERICEA LESPEDEZA 5 20 JAN - DEC BY SOIL TEST EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH "PHASE" OFCONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIREBASIN DESIGNED TO HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN ARECOMPLETE. 1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFOREANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND DEMOLITION) OCCUR.” THE COC CAN BE OBTAINED BYFILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAYONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPYOF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION. 2. SCHEDULE A PRE-CONSTRUCTION MEETING AND/OR NOTIFY NEW HANOVER COUNTY ENGINEERING OFFICE AT LEAST48-HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES ON THE PROPERTY @ 910-399-5551. 3. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE, TREEPROTECTION FENCING, AND TEMPORARY SILT FENCE [PH I E.C.]. INSTALL ANY REMAINING EROSION CONTROL MEASURES ASSHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSION CONTROL MEASURES INCLUDING DIVERISON DITCHESAND SEDIMENT BASINS MUST BE INSTALLED BEFORE COMMENCING MASS GRADING AND CLEARING [PH I E.C.]. 4. CLEAR AND REMOVE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARINGLIMITS [PH I E.C.] TO ROUGH GRADE AND MASS GRADE THE PROPERTY. 5. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 CALENDAR DAYS OF CEASE OF ANY GRADING ACTIVITY [PH I E.C.].PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 901 CALENDAR DAYS, HOWEVER, NPDES NCG01 GROUNDCOVERREQUIREMENTS SHALL TAKE PRECEDENCE. REF. SHEET C-1.1. 6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALLINSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM [PH I OR PH II E.C.]. 7. UPON INSTALLATION OF REQUIRED STORM WATER PIPES, INLETS ETC. THE CONTRACTOR SHALL INSTALL PERM. GRASSEDSWALES, RIP-RAP APRONS OR OTHER OUTLET CONTROL MEASURES AS SHOWN ON PLANS [PH II E.C.]. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION CONDITIONS ANYAREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSIONCONTROL MEASURES. 9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO MAINTAINPERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY ENGINEER OR EROSION CONTROLINSPECTOR. 10. UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES INCLUDINGBUT NOT LIMITED TO ANY TEMPORARY DITCH PLUGS. 11. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED AREAS UNTIL ALLCONSTRUCTION IS COMPLETE. 12. ONCE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE EROSION CONTROL PLAN.AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSEOUT VIA INSPECTION REPORT, THE PERMITTEE SHALL VISITDEQ.NC.GOV/NCG01 TO SUBMIT ELECTRONIC N.O.T. (NOTICE OF TERMINATION). A $100 ANNUAL GENERAL PERMIT FEE WILLBE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT. NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 'ZKhE^d/>/d/KEEDdZ/>^,E>/E'WZd/^&KZKDW>/Et/d,d,E'ϬϭKE^dZhd/KE'EZ>WZD/d /ŵƉůĞŵĞŶƚŝŶŐƚŚĞĚĞƚĂŝůƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐŽŶƚŚŝƐƉůĂŶƐŚĞĞƚǁŝůůƌĞƐƵůƚŝŶƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶĂĐƚŝǀŝƚǇďĞŝŶŐĐŽŶƐŝĚĞƌĞĚĐŽŵƉůŝĂŶƚǁŝƚŚƚŚĞ'ƌŽƵŶĚ^ƚĂďŝůŝǌĂƚŝŽŶĂŶĚDĂƚĞƌŝĂůƐ,ĂŶĚůŝŶŐƐĞĐƚŝŽŶƐŽĨƚŚĞE'ϬϭŽŶƐƚƌƵĐƚŝŽŶ'ĞŶĞƌĂůWĞƌŵŝƚ;^ĞĐƚŝŽŶƐĂŶĚ&͕ƌĞƐƉĞĐƚŝǀĞůǇͿ͘dŚĞƉĞƌŵŝƚƚĞĞƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞƌŽƐŝŽŶĂŶĚ^ĞĚŝŵĞŶƚŽŶƚƌŽůƉůĂŶĂƉƉƌŽǀĞĚďǇƚŚĞĚĞůĞŐĂƚĞĚĂƵƚŚŽƌŝƚǇŚĂǀŝŶŐũƵƌŝƐĚŝĐƚŝŽŶ͘ůůĚĞƚĂŝůƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐƐŚŽǁŶŽŶƚŚŝƐƐŚĞĞƚŵĂǇŶŽƚĂƉƉůǇĚĞƉĞŶĚŝŶŐŽŶƐŝƚĞĐŽŶĚŝƚŝŽŶƐĂŶĚƚŚĞĚĞůĞŐĂƚĞĚĂƵƚŚŽƌŝƚǇŚĂǀŝŶŐũƵƌŝƐĚŝĐƚŝŽŶ͘ 'ZKhE^d/>/d/KE^W/&/d/KE ^ƚĂďŝůŝǌĞƚŚĞŐƌŽƵŶĚƐƵĨĨŝĐŝĞŶƚůǇƐŽƚŚĂƚƌĂŝŶǁŝůůŶŽƚĚŝƐůŽĚŐĞƚŚĞƐŽŝů͘hƐĞŽŶĞŽĨƚŚĞƚĞĐŚŶŝƋƵĞƐŝŶƚŚĞƚĂďůĞďĞůŽǁ͗ WK>zZz>D/^;WD^ͿE&>Kh>Ed^ ϭ͘ ^ĞůĞĐƚĨůŽĐĐƵůĂŶƚƐƚŚĂƚĂƌĞĂƉƉƌŽƉƌŝĂƚĞĨŽƌƚŚĞƐŽŝůƐďĞŝŶŐĞǆƉŽƐĞĚĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͕ƐĞůĞĐƚŝŶŐĨƌŽŵƚŚĞEtZ>ŝƐƚŽĨƉƉƌŽǀĞĚWD^ͬ&ůŽĐĐƵůĂŶƚƐ͘Ϯ͘ ƉƉůǇĨůŽĐĐƵůĂŶƚƐĂƚŽƌďĞĨŽƌĞƚŚĞŝŶůĞƚƐƚŽƌŽƐŝŽŶĂŶĚ^ĞĚŝŵĞŶƚŽŶƚƌŽůDĞĂƐƵƌĞƐ͘ ϯ͘ ƉƉůǇĨůŽĐĐƵůĂŶƚƐĂƚƚŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶƐƐƉĞĐŝĨŝĞĚŝŶƚŚĞEtZ>ŝƐƚŽĨƉƉƌŽǀĞĚWD^ͬ&ůŽĐĐƵůĂŶƚƐĂŶĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŵĂŶƵĨĂĐƚƵƌĞƌΖƐŝŶƐƚƌƵĐƚŝŽŶƐ͘ ϰ͘ WƌŽǀŝĚĞƉŽŶĚŝŶŐĂƌĞĂĨŽƌĐŽŶƚĂŝŶŵĞŶƚŽĨƚƌĞĂƚĞĚ^ƚŽƌŵǁĂƚĞƌďĞĨŽƌĞĚŝƐĐŚĂƌŐŝŶŐŽĨĨƐŝƚĞ͘ ϱ͘ ^ƚŽƌĞĨůŽĐĐƵůĂŶƚƐŝŶůĞĂŬͲƉƌŽŽĨĐŽŶƚĂŝŶĞƌƐƚŚĂƚĂƌĞŬĞƉƚƵŶĚĞƌƐƚŽƌŵͲƌĞƐŝƐƚĂŶƚĐŽǀĞƌŽƌƐƵƌƌŽƵŶĚĞĚďǇƐĞĐŽŶĚĂƌǇĐŽŶƚĂŝŶŵĞŶƚƐƚƌƵĐƚƵƌĞƐ͘ ,ZKh^EdKy/t^d ϭ͘ ƌĞĂƚĞĚĞƐŝŐŶĂƚĞĚŚĂǌĂƌĚŽƵƐǁĂƐƚĞĐŽůůĞĐƚŝŽŶĂƌĞĂƐŽŶͲƐŝƚĞ͘ Ϯ͘ WůĂĐĞŚĂǌĂƌĚŽƵƐǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐƵŶĚĞƌĐŽǀĞƌŽƌŝŶƐĞĐŽŶĚĂƌǇĐŽŶƚĂŝŶŵĞŶƚ͘ϯ͘ ŽŶŽƚƐƚŽƌĞŚĂǌĂƌĚŽƵƐĐŚĞŵŝĐĂůƐ͕ĚƌƵŵƐŽƌďĂŐŐĞĚŵĂƚĞƌŝĂůƐĚŝƌĞĐƚůǇŽŶƚŚĞŐƌŽƵŶĚ͘ Yh/WDEdEs,/>D/EdEEϭ͘ DĂŝŶƚĂŝŶǀĞŚŝĐůĞƐĂŶĚĞƋƵŝƉŵĞŶƚƚŽƉƌĞǀĞŶƚĚŝƐĐŚĂƌŐĞŽĨĨůƵŝĚƐ͘ Ϯ͘ WƌŽǀŝĚĞĚƌŝƉƉĂŶƐƵŶĚĞƌĂŶǇƐƚŽƌĞĚĞƋƵŝƉŵĞŶƚ͘ ϯ͘ /ĚĞŶƚŝĨǇůĞĂŬƐĂŶĚƌĞƉĂŝƌĂƐƐŽŽŶĂƐĨĞĂƐŝďůĞ͕ŽƌƌĞŵŽǀĞůĞĂŬŝŶŐĞƋƵŝƉŵĞŶƚĨƌŽŵƚŚĞƉƌŽũĞĐƚ͘ ϰ͘ ŽůůĞĐƚĂůůƐƉĞŶƚĨůƵŝĚƐ͕ƐƚŽƌĞŝŶƐĞƉĂƌĂƚĞĐŽŶƚĂŝŶĞƌƐĂŶĚƉƌŽƉĞƌůǇĚŝƐƉŽƐĞĂƐŚĂǌĂƌĚŽƵƐǁĂƐƚĞ;ƌĞĐǇĐůĞǁŚĞŶƉŽƐƐŝďůĞͿ͘ ϱ͘ ZĞŵŽǀĞůĞĂŬŝŶŐǀĞŚŝĐůĞƐĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶĞƋƵŝƉŵĞŶƚĨƌŽŵƐĞƌǀŝĐĞƵŶƚŝůƚŚĞƉƌŽďůĞŵŚĂƐďĞĞŶĐŽƌƌĞĐƚĞĚ͘ ϲ͘ ƌŝŶŐƵƐĞĚĨƵĞůƐ͕ůƵďƌŝĐĂŶƚƐ͕ĐŽŽůĂŶƚƐ͕ŚǇĚƌĂƵůŝĐĨůƵŝĚƐĂŶĚŽƚŚĞƌƉĞƚƌŽůĞƵŵƉƌŽĚƵĐƚƐƚŽĂƌĞĐǇĐůŝŶŐŽƌĚŝƐƉŽƐĂůĐĞŶƚĞƌƚŚĂƚŚĂŶĚůĞƐƚŚĞƐĞŵĂƚĞƌŝĂůƐ͘ >/ddZ͕h/>/E'DdZ/>E>E>Z/E't^d ϭ͘ EĞǀĞƌďƵƌǇŽƌďƵƌŶǁĂƐƚĞ͘WůĂĐĞůŝƚƚĞƌĂŶĚĚĞďƌŝƐŝŶĂƉƉƌŽǀĞĚǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐ͘Ϯ͘ WƌŽǀŝĚĞĂƐƵĨĨŝĐŝĞŶƚŶƵŵďĞƌĂŶĚƐŝǌĞŽĨǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐ;Ğ͘ŐĚƵŵƉƐƚĞƌ͕ƚƌĂƐŚƌĞĐĞƉƚĂĐůĞͿŽŶƐŝƚĞƚŽĐŽŶƚĂŝŶĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚŽŵĞƐƚŝĐǁĂƐƚĞƐ͘ϯ͘ >ŽĐĂƚĞǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐĂƚůĞĂƐƚϱϬĨĞĞƚĂǁĂǇĨƌŽŵƐƚŽƌŵĚƌĂŝŶŝŶůĞƚƐĂŶĚƐƵƌĨĂĐĞǁĂƚĞƌƐƵŶůĞƐƐŶŽŽƚŚĞƌĂůƚĞƌŶĂƚŝǀĞƐĂƌĞƌĞĂƐŽŶĂďůǇĂǀĂŝůĂďůĞ͘ϰ͘ >ŽĐĂƚĞǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐŽŶĂƌĞĂƐƚŚĂƚĚŽŶŽƚƌĞĐĞŝǀĞƐƵďƐƚĂŶƚŝĂůĂŵŽƵŶƚƐŽĨƌƵŶŽĨĨĨƌŽŵƵƉůĂŶĚĂƌĞĂƐĂŶĚĚŽĞƐŶŽƚĚƌĂŝŶĚŝƌĞĐƚůǇƚŽĂƐƚŽƌŵĚƌĂŝŶ͕ƐƚƌĞĂŵŽƌǁĞƚůĂŶĚ͘ϱ͘ ŽǀĞƌǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐĂƚƚŚĞĞŶĚŽĨĞĂĐŚǁŽƌŬĚĂǇĂŶĚďĞĨŽƌĞƐƚŽƌŵĞǀĞŶƚƐŽƌ ƉƌŽǀŝĚĞƐĞĐŽŶĚĂƌǇĐŽŶƚĂŝŶŵĞŶƚ͘ZĞƉĂŝƌŽƌƌĞƉůĂĐĞĚĂŵĂŐĞĚǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐ͘ϲ͘ ŶĐŚŽƌĂůůůŝŐŚƚǁĞŝŐŚƚŝƚĞŵƐŝŶǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐĚƵƌŝŶŐƚŝŵĞƐŽĨŚŝŐŚǁŝŶĚƐ͘ ϳ͘ ŵƉƚǇǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐĂƐŶĞĞĚĞĚƚŽƉƌĞǀĞŶƚŽǀĞƌĨůŽǁ͘ůĞĂŶƵƉŝŵŵĞĚŝĂƚĞůǇŝĨĐŽŶƚĂŝŶĞƌƐŽǀĞƌĨůŽǁ͘ ϴ͘ ŝƐƉŽƐĞǁĂƐƚĞŽĨĨͲƐŝƚĞĂƚĂŶĂƉƉƌŽǀĞĚĚŝƐƉŽƐĂůĨĂĐŝůŝƚǇ͘ ϵ͘ KŶďƵƐŝŶĞƐƐĚĂǇƐ͕ĐůĞĂŶƵƉĂŶĚĚŝƐƉŽƐĞŽĨǁĂƐƚĞŝŶĚĞƐŝŐŶĂƚĞĚǁĂƐƚĞĐŽŶƚĂŝŶĞƌƐ͘ W/EdEKd,Z>/Yh/t^d ϭ͘ ŽŶŽƚĚƵŵƉƉĂŝŶƚĂŶĚŽƚŚĞƌůŝƋƵŝĚǁĂƐƚĞŝŶƚŽƐƚŽƌŵĚƌĂŝŶƐ͕ƐƚƌĞĂŵƐŽƌǁĞƚůĂŶĚƐ͘ Ϯ͘ >ŽĐĂƚĞƉĂŝŶƚǁĂƐŚŽƵƚƐĂƚůĞĂƐƚϱϬĨĞĞƚĂǁĂǇĨƌŽŵƐƚŽƌŵĚƌĂŝŶŝŶůĞƚƐĂŶĚƐƵƌĨĂĐĞǁĂƚĞƌƐƵŶůĞƐƐŶŽŽƚŚĞƌĂůƚĞƌŶĂƚŝǀĞƐĂƌĞƌĞĂƐŽŶĂďůǇĂǀĂŝůĂďůĞ͘ ϯ͘ ŽŶƚĂŝŶůŝƋƵŝĚǁĂƐƚĞƐŝŶĂĐŽŶƚƌŽůůĞĚĂƌĞĂ͘ϰ͘ ŽŶƚĂŝŶŵĞŶƚŵƵƐƚďĞůĂďĞůĞĚ͕ƐŝǌĞĚĂŶĚƉůĂĐĞĚĂƉƉƌŽƉƌŝĂƚĞůǇĨŽƌƚŚĞŶĞĞĚƐŽĨƐŝƚĞ͘ ϱ͘ WƌĞǀĞŶƚƚŚĞĚŝƐĐŚĂƌŐĞŽĨƐŽĂƉƐ͕ƐŽůǀĞŶƚƐ͕ĚĞƚĞƌŐĞŶƚƐĂŶĚŽƚŚĞƌůŝƋƵŝĚǁĂƐƚĞƐĨƌŽŵĐŽŶƐƚƌƵĐƚŝŽŶƐŝƚĞƐ͘ WKZd>dK/>d^ ϭ͘ /ŶƐƚĂůůƉŽƌƚĂďůĞƚŽŝůĞƚƐŽŶůĞǀĞůŐƌŽƵŶĚ͕ĂƚůĞĂƐƚϱϬĨĞĞƚĂǁĂǇĨƌŽŵƐƚŽƌŵĚƌĂŝŶƐ͕ƐƚƌĞĂŵƐŽƌǁĞƚůĂŶĚƐƵŶůĞƐƐƚŚĞƌĞŝƐŶŽĂůƚĞƌŶĂƚŝǀĞƌĞĂƐŽŶĂďůǇĂǀĂŝůĂďůĞ͘/ĨϱϬĨŽŽƚŽĨĨƐĞƚŝƐŶŽƚĂƚƚĂŝŶĂďůĞ͕ƉƌŽǀŝĚĞƌĞůŽĐĂƚŝŽŶŽĨƉŽƌƚĂďůĞƚŽŝůĞƚďĞŚŝŶĚƐŝůƚĨĞŶĐĞŽƌƉůĂĐĞŽŶĂŐƌĂǀĞůƉĂĚĂŶĚƐƵƌƌŽƵŶĚǁŝƚŚƐĂŶĚďĂŐƐ͘Ϯ͘ WƌŽǀŝĚĞƐƚĂŬŝŶŐŽƌĂŶĐŚŽƌŝŶŐŽĨƉŽƌƚĂďůĞƚŽŝůĞƚƐĚƵƌŝŶŐƉĞƌŝŽĚƐŽĨŚŝŐŚǁŝŶĚƐŽƌŝŶŚŝŐŚĨŽŽƚƚƌĂĨĨŝĐĂƌĞĂƐ͘ϯ͘ DŽŶŝƚŽƌƉŽƌƚĂďůĞƚŽŝůĞƚƐĨŽƌůĞĂŬŝŶŐĂŶĚƉƌŽƉĞƌůǇĚŝƐƉŽƐĞŽĨĂŶǇůĞĂŬĞĚŵĂƚĞƌŝĂů͘hƚŝůŝǌĞĂůŝĐĞŶƐĞĚƐĂŶŝƚĂƌǇǁĂƐƚĞŚĂƵůĞƌƚŽƌĞŵŽǀĞůĞĂŬŝŶŐƉŽƌƚĂďůĞƚŽŝůĞƚƐĂŶĚƌĞƉůĂĐĞ ǁŝƚŚƉƌŽƉĞƌůǇŽƉĞƌĂƚŝŶŐƵŶŝƚ͘,Z//^͕W^d//^EZKEd//^ϭ͘ ^ƚŽƌĞĂŶĚĂƉƉůǇŚĞƌďŝĐŝĚĞƐ͕ƉĞƐƚŝĐŝĚĞƐĂŶĚƌŽĚĞŶƚŝĐŝĚĞƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚůĂďĞůƌĞƐƚƌŝĐƚŝŽŶƐ͘Ϯ͘ ^ƚŽƌĞŚĞƌďŝĐŝĚĞƐ͕ƉĞƐƚŝĐŝĚĞƐĂŶĚƌŽĚĞŶƚŝĐŝĚĞƐŝŶƚŚĞŝƌŽƌŝŐŝŶĂůĐŽŶƚĂŝŶĞƌƐǁŝƚŚƚŚĞůĂďĞů͕ǁŚŝĐŚůŝƐƚƐĚŝƌĞĐƚŝŽŶƐĨŽƌƵƐĞ͕ŝŶŐƌĞĚŝĞŶƚƐĂŶĚĨŝƌƐƚĂŝĚƐƚĞƉƐŝŶĐĂƐĞŽĨĂĐĐŝĚĞŶƚĂůƉŽŝƐŽŶŝŶŐ͘ϯ͘ ŽŶŽƚƐƚŽƌĞŚĞƌďŝĐŝĚĞƐ͕ƉĞƐƚŝĐŝĚĞƐĂŶĚƌŽĚĞŶƚŝĐŝĚĞƐŝŶĂƌĞĂƐǁŚĞƌĞĨůŽŽĚŝŶŐŝƐƉŽƐƐŝďůĞŽƌǁŚĞƌĞƚŚĞǇŵĂǇƐƉŝůůŽƌůĞĂŬŝŶƚŽǁĞůůƐ͕ƐƚŽƌŵǁĂƚĞƌĚƌĂŝŶƐ͕ŐƌŽƵŶĚǁĂƚĞƌŽƌƐƵƌĨĂĐĞǁĂƚĞƌ͘/ĨĂƐƉŝůůŽĐĐƵƌƐ͕ĐůĞĂŶĂƌĞĂŝŵŵĞĚŝĂƚĞůǇ͘ ϰ͘ ŽŶŽƚƐƚŽĐŬƉŝůĞƚŚĞƐĞŵĂƚĞƌŝĂůƐŽŶƐŝƚĞ͘ KEZdt^,Khd^ϭ͘ ŽŶŽƚĚŝƐĐŚĂƌŐĞĐŽŶĐƌĞƚĞŽƌĐĞŵĞŶƚƐůƵƌƌǇĨƌŽŵƚŚĞƐŝƚĞ͘Ϯ͘ ŝƐƉŽƐĞŽĨ͕ŽƌƌĞĐǇĐůĞƐĞƚƚůĞĚ͕ŚĂƌĚĞŶĞĚĐŽŶĐƌĞƚĞƌĞƐŝĚƵĞŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚůŽĐĂůĂŶĚƐƚĂƚĞƐŽůŝĚǁĂƐƚĞƌĞŐƵůĂƚŝŽŶƐĂŶĚĂƚĂŶĂƉƉƌŽǀĞĚĨĂĐŝůŝƚǇ͘ϯ͘ DĂŶĂŐĞǁĂƐŚŽƵƚĨƌŽŵŵŽƌƚĂƌŵŝǆĞƌƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂďŽǀĞŝƚĞŵĂŶĚŝŶĂĚĚŝƚŝŽŶƉůĂĐĞƚŚĞŵŝǆĞƌĂŶĚĂƐƐŽĐŝĂƚĞĚŵĂƚĞƌŝĂůƐŽŶŝŵƉĞƌǀŝŽƵƐďĂƌƌŝĞƌĂŶĚǁŝƚŚŝŶůŽƚƉĞƌŝŵĞƚĞƌƐŝůƚĨĞŶĐĞ͘ϰ͘ /ŶƐƚĂůůƚĞŵƉŽƌĂƌǇĐŽŶĐƌĞƚĞǁĂƐŚŽƵƚƐƉĞƌůŽĐĂůƌĞƋƵŝƌĞŵĞŶƚƐ͕ǁŚĞƌĞĂƉƉůŝĐĂďůĞ͘/ĨĂŶĂůƚĞƌŶĂƚĞŵĞƚŚŽĚŽƌƉƌŽĚƵĐƚŝƐƚŽďĞƵƐĞĚ͕ĐŽŶƚĂĐƚǇŽƵƌĂƉƉƌŽǀĂůĂƵƚŚŽƌŝƚǇĨŽƌƌĞǀŝĞǁĂŶĚĂƉƉƌŽǀĂů͘/ĨůŽĐĂůƐƚĂŶĚĂƌĚĚĞƚĂŝůƐĂƌĞŶŽƚĂǀĂŝůĂďůĞ͕ƵƐĞŽŶĞŽĨƚŚĞƚǁŽƚǇƉĞƐŽĨƚĞŵƉŽƌĂƌǇĐŽŶĐƌĞƚĞǁĂƐŚŽƵƚƐƉƌŽǀŝĚĞĚŽŶƚŚŝƐĚĞƚĂŝů͘ ϱ͘ ŽŶŽƚƵƐĞĐŽŶĐƌĞƚĞǁĂƐŚŽƵƚƐĨŽƌĚĞǁĂƚĞƌŝŶŐŽƌƐƚŽƌŝŶŐĚĞĨĞĐƚŝǀĞĐƵƌďŽƌƐŝĚĞǁĂůŬƐĞĐƚŝŽŶƐ͘^ƚŽƌŵǁĂƚĞƌĂĐĐƵŵƵůĂƚĞĚǁŝƚŚŝŶƚŚĞǁĂƐŚŽƵƚŵĂǇŶŽƚďĞƉƵŵƉĞĚŝŶƚŽŽƌĚŝƐĐŚĂƌŐĞĚƚŽƚŚĞƐƚŽƌŵĚƌĂŝŶƐǇƐƚĞŵŽƌƌĞĐĞŝǀŝŶŐƐƵƌĨĂĐĞǁĂƚĞƌƐ͘>ŝƋƵŝĚǁĂƐƚĞŵƵƐƚďĞƉƵŵƉĞĚŽƵƚĂŶĚƌĞŵŽǀĞĚĨƌŽŵƉƌŽũĞĐƚ͘ϲ͘ >ŽĐĂƚĞǁĂƐŚŽƵƚƐĂƚůĞĂƐƚϱϬĨĞĞƚĨƌŽŵƐƚŽƌŵĚƌĂŝŶŝŶůĞƚƐĂŶĚƐƵƌĨĂĐĞǁĂƚĞƌƐƵŶůĞƐƐŝƚĐĂŶďĞƐŚŽǁŶƚŚĂƚŶŽŽƚŚĞƌĂůƚĞƌŶĂƚŝǀĞƐĂƌĞƌĞĂƐŽŶĂďůǇĂǀĂŝůĂďůĞ͘ƚĂŵŝŶŝŵƵŵ͕ŝŶƐƚĂůůƉƌŽƚĞĐƚŝŽŶŽĨƐƚŽƌŵĚƌĂŝŶŝŶůĞƚ;ƐͿĐůŽƐĞƐƚƚŽƚŚĞǁĂƐŚŽƵƚǁŚŝĐŚĐŽƵůĚƌĞĐĞŝǀĞƐƉŝůůƐŽƌŽǀĞƌĨůŽǁ͘ ϳ͘ >ŽĐĂƚĞǁĂƐŚŽƵƚƐŝŶĂŶĞĂƐŝůǇĂĐĐĞƐƐŝďůĞĂƌĞĂ͕ŽŶůĞǀĞůŐƌŽƵŶĚĂŶĚŝŶƐƚĂůůĂƐƚŽŶĞĞŶƚƌĂŶĐĞƉĂĚŝŶĨƌŽŶƚŽĨƚŚĞǁĂƐŚŽƵƚ͘ĚĚŝƚŝŽŶĂůĐŽŶƚƌŽůƐŵĂǇďĞƌĞƋƵŝƌĞĚďǇƚŚĞĂƉƉƌŽǀŝŶŐĂƵƚŚŽƌŝƚǇ͘ϴ͘ /ŶƐƚĂůůĂƚůĞĂƐƚŽŶĞƐŝŐŶĚŝƌĞĐƚŝŶŐĐŽŶĐƌĞƚĞƚƌƵĐŬƐƚŽƚŚĞǁĂƐŚŽƵƚǁŝƚŚŝŶƚŚĞƉƌŽũĞĐƚůŝŵŝƚƐ͘WŽƐƚƐŝŐŶĂŐĞŽŶƚŚĞǁĂƐŚŽƵƚŝƚƐĞůĨƚŽŝĚĞŶƚŝĨǇƚŚŝƐůŽĐĂƚŝŽŶ͘ϵ͘ ZĞŵŽǀĞůĞĂǀŝŶŐƐĨƌŽŵƚŚĞǁĂƐŚŽƵƚǁŚĞŶĂƚĂƉƉƌŽǆŝŵĂƚĞůǇϳϱйĐĂƉĂĐŝƚǇƚŽůŝŵŝƚŽǀĞƌĨůŽǁĞǀĞŶƚƐ͘ZĞƉůĂĐĞƚŚĞƚĂƌƉ͕ƐĂŶĚďĂŐƐŽƌŽƚŚĞƌƚĞŵƉŽƌĂƌǇƐƚƌƵĐƚƵƌĂůĐŽŵƉŽŶĞŶƚƐǁŚĞŶŶŽůŽŶŐĞƌĨƵŶĐƚŝŽŶĂů͘tŚĞŶƵƚŝůŝǌŝŶŐĂůƚĞƌŶĂƚŝǀĞŽƌƉƌŽƉƌŝĞƚĂƌǇƉƌŽĚƵĐƚƐ͕ĨŽůůŽǁŵĂŶƵĨĂĐƚƵƌĞƌΖƐŝŶƐƚƌƵĐƚŝŽŶƐ͘ ϭϬ͘ ƚƚŚĞĐŽŵƉůĞƚŝŽŶŽĨƚŚĞĐŽŶĐƌĞƚĞǁŽƌŬ͕ƌĞŵŽǀĞƌĞŵĂŝŶŝŶŐůĞĂǀŝŶŐƐĂŶĚĚŝƐƉŽƐĞŽĨŝŶĂŶĂƉƉƌŽǀĞĚĚŝƐƉŽƐĂůĨĂĐŝůŝƚǇ͘&ŝůůƉŝƚ͕ŝĨĂƉƉůŝĐĂďůĞ͕ĂŶĚƐƚĂďŝůŝǌĞĂŶǇĚŝƐƚƵƌďĂŶĐĞĐĂƵƐĞĚďǇƌĞŵŽǀĂůŽĨǁĂƐŚŽƵƚ͘ Zd,E^dK<W/>DE'DEd ϭ͘ ^ŚŽǁƐƚŽĐŬƉŝůĞůŽĐĂƚŝŽŶƐŽŶƉůĂŶƐ͘>ŽĐĂƚĞĞĂƌƚŚĞŶͲŵĂƚĞƌŝĂůƐƚŽĐŬƉŝůĞĂƌĞĂƐĂƚůĞĂƐƚϱϬĨĞĞƚĂǁĂǇĨƌŽŵƐƚŽƌŵĚƌĂŝŶŝŶůĞƚƐ͕ƐĞĚŝŵĞŶƚďĂƐŝŶƐ͕ƉĞƌŝŵĞƚĞƌƐĞĚŝŵĞŶƚĐŽŶƚƌŽůƐĂŶĚƐƵƌĨĂĐĞǁĂƚĞƌƐƵŶůĞƐƐŝƚĐĂŶďĞƐŚŽǁŶŶŽŽƚŚĞƌĂůƚĞƌŶĂƚŝǀĞƐĂƌĞƌĞĂƐŽŶĂďůǇĂǀĂŝůĂďůĞ͘Ϯ͘ WƌŽƚĞĐƚƐƚŽĐŬƉŝůĞǁŝƚŚƐŝůƚĨĞŶĐĞŝŶƐƚĂůůĞĚĂůŽŶŐƚŽĞŽĨƐůŽƉĞǁŝƚŚĂŵŝŶŝŵƵŵŽĨĨƐĞƚŽĨĨŝǀĞĨĞĞƚĨƌŽŵƚŚĞƚŽĞŽĨƐƚŽĐŬƉŝůĞ͘ϯ͘ WƌŽǀŝĚĞƐƚĂďůĞƐƚŽŶĞĂĐĐĞƐƐƉŽŝŶƚǁŚĞŶĨĞĂƐŝďůĞ͘ ϰ͘ ^ƚĂďŝůŝǌĞƐƚŽĐŬƉŝůĞǁŝƚŚŝŶƚŚĞƚŝŵĞĨƌĂŵĞƐƉƌŽǀŝĚĞĚŽŶƚŚŝƐƐŚĞĞƚĂŶĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂƉƉƌŽǀĞĚƉůĂŶĂŶĚĂŶǇĂĚĚŝƚŝŽŶĂůƌĞƋƵŝƌĞŵĞŶƚƐ͘^ŽŝůƐƚĂďŝůŝǌĂƚŝŽŶŝƐĚĞĨŝŶĞĚĂƐǀĞŐĞƚĂƚŝǀĞ͕ƉŚǇƐŝĐĂůŽƌĐŚĞŵŝĐĂůĐŽǀĞƌĂŐĞƚĞĐŚŶŝƋƵĞƐƚŚĂƚǁŝůůƌĞƐƚƌĂŝŶĂĐĐĞůĞƌĂƚĞĚĞƌŽƐŝŽŶŽŶĚŝƐƚƵƌďĞĚƐŽŝůƐĨŽƌƚĞŵƉŽƌĂƌǇŽƌƉĞƌŵĂŶĞŶƚĐŽŶƚƌŽůŶĞĞĚƐ͘ A A BELOW GRADE WASHOUT STRUCTURE 1:1SIDE SLOPE(TYP.) 10 MILPLASTICLINING 3'-0"MIN.& X'MAX. SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE PLAN SECTION B-B HIGHCOHESIVE &LOW FILTRATIONSOIL BERM 8" 6"2' HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.) 10 MILPLASTIC LINING B B 3'-0"MIN.& X'MAX. A SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLES SANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINEDWHEN THE LIQUID AND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKEDWITH SIGNAGE NOTING DEVICE. NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLIDREACHES 75% OF THE STRUCTURES CAPACITY TOPROVIDE ADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINER CONCRETEWASHOUT CONCRETEWASHOUT PLAN CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.) SILT FENCE 10' M I N 10' MIN ^d/KE͗'ZKhE^d/>/d/KE ZĞƋƵŝƌĞĚ'ƌŽƵŶĚ^ƚĂďŝůŝǌĂƚŝŽŶdŝŵĞĨƌĂŵĞƐ EŽƚĞ͗ĨƚĞƌƚŚĞƉĞƌŵĂŶĞŶƚĐĞƐƐĂƚŝŽŶŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐ͕ĂŶǇĂƌĞĂƐǁŝƚŚƚĞŵƉŽƌĂƌǇŐƌŽƵŶĚƐƚĂďŝůŝǌĂƚŝŽŶƐŚĂůůďĞĐŽŶǀĞƌƚĞĚƚŽƉĞƌŵĂŶĞŶƚŐƌŽƵŶĚƐƚĂďŝůŝǌĂƚŝŽŶĂƐƐŽŽŶĂƐƉƌĂĐƚŝĐĂďůĞďƵƚŝŶŶŽĐĂƐĞůŽŶŐĞƌƚŚĂŶϵϬĐĂůĞŶĚĂƌĚĂǇƐĂĨƚĞƌƚŚĞůĂƐƚůĂŶĚĚŝƐƚƵƌďŝŶŐĂĐƚŝǀŝƚǇ͘dĞŵƉŽƌĂƌǇŐƌŽƵŶĚƐƚĂďŝůŝǌĂƚŝŽŶƐŚĂůůďĞŵĂŝŶƚĂŝŶĞĚŝŶĂŵĂŶŶĞƌƚŽƌĞŶĚĞƌƚŚĞƐƵƌĨĂĐĞƐƚĂďůĞĂŐĂŝŶƐƚĂĐĐĞůĞƌĂƚĞĚĞƌŽƐŝŽŶƵŶƚŝůƉĞƌŵĂŶĞŶƚŐƌŽƵŶĚƐƚĂďŝůŝǌĂƚŝŽŶŝƐĂĐŚŝĞǀĞĚ͘ ^ŝƚĞƌĞĂĞƐĐƌŝƉƚŝŽŶ dŝŵĞĨƌĂŵĞǀĂƌŝĂƚŝŽŶƐ ͲϳĚĂǇƐĨŽƌƉĞƌŝŵĞƚĞƌĚŝŬĞƐ͕ƐǁĂůĞƐ͕ĚŝƚĐŚĞƐ͕ƉĞƌŝŵĞƚĞƌƐůŽƉĞƐĂŶĚ,YtŽŶĞƐͲϭϬĚĂǇƐĨŽƌ&ĂůůƐ>ĂŬĞtĂƚĞƌƐŚĞĚƵŶůĞƐƐƚŚĞƌĞŝƐǌĞƌŽƐůŽƉĞ ^ƚĂďŝůŝǌĞǁŝƚŚŝŶƚŚŝƐŵĂŶǇĐĂůĞŶĚĂƌĚĂǇƐĂĨƚĞƌĐĞĂƐŝŶŐůĂŶĚĚŝƐƚƵƌďĂŶĐĞ ϳ ϳ ϳ ϭϰ EŽŶĞ EŽŶĞ ;ĂͿ WĞƌŝŵĞƚĞƌĚŝŬĞƐ͕ƐǁĂůĞƐ͕ĚŝƚĐŚĞƐ͕ĂŶĚƉĞƌŝŵĞƚĞƌƐůŽƉĞƐ ;ďͿ ,ŝŐŚYƵĂůŝƚǇtĂƚĞƌ ;,YtͿŽŶĞƐ ;ĐͿ ^ůŽƉĞƐƐƚĞĞƉĞƌƚŚĂŶϯ͗ϭ /ĨƐůŽƉĞƐĂƌĞϭϬΖŽƌůĞƐƐŝŶůĞŶŐƚŚĂŶĚĂƌĞŶŽƚƐƚĞĞƉĞƌƚŚĂŶϮ͗ϭ͕ϭϰĚĂǇƐĂƌĞĂůůŽǁĞĚ ;ĚͿ ^ůŽƉĞƐϯ͗ϭƚŽϰ͗ϭ ;ĞͿ ƌĞĂƐǁŝƚŚƐůŽƉĞƐĨůĂƚƚĞƌƚŚĂŶϰ͗ϭ ϭϰ ͲϳĚĂǇƐĨŽƌƐůŽƉĞƐŐƌĞĂƚĞƌƚŚĂŶϱϬΖŝŶůĞŶŐƚŚĂŶĚǁŝƚŚƐůŽƉĞƐƐƚĞĞƉĞƌƚŚĂŶϰ͗ϭͲϳĚĂǇƐĨŽƌƉĞƌŝŵĞƚĞƌĚŝŬĞƐ͕ƐǁĂůĞƐ͕ĚŝƚĐŚĞƐ͕ƉĞƌŝŵĞƚĞƌƐůŽƉĞƐĂŶĚ,YtŽŶĞƐͲϭϬĚĂǇƐĨŽƌ&ĂůůƐ>ĂŬĞtĂƚĞƌƐŚĞĚ NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 WZd/// ^>&Ͳ/E^Wd/KE͕ZKZ<W/E'EZWKZd/E' ^d/KE͗^>&Ͳ/E^Wd/KE ^ĞůĨͲŝŶƐƉĞĐƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚĚƵƌŝŶŐŶŽƌŵĂůďƵƐŝŶĞƐƐŚŽƵƌƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƚĂďůĞďĞůŽǁ͘tŚĞŶĂĚǀĞƌƐĞǁĞĂƚŚĞƌŽƌƐŝƚĞĐŽŶĚŝƚŝŽŶƐǁŽƵůĚĐĂƵƐĞƚŚĞƐĂĨĞƚǇŽĨƚŚĞŝŶƐƉĞĐƚŝŽŶƉĞƌƐŽŶŶĞůƚŽďĞŝŶũĞŽƉĂƌĚǇ͕ƚŚĞŝŶƐƉĞĐƚŝŽŶŵĂǇďĞĚĞůĂǇĞĚƵŶƚŝůƚŚĞŶĞǆƚďƵƐŝŶĞƐƐĚĂǇŽŶ ǁŚŝĐŚŝƚŝƐƐĂĨĞƚŽƉĞƌĨŽƌŵƚŚĞŝŶƐƉĞĐƚŝŽŶ͘/ŶĂĚĚŝƚŝŽŶ͕ǁŚĞŶĂƐƚŽƌŵĞǀĞŶƚŽĨĞƋƵĂůƚŽŽƌŐƌĞĂƚĞƌƚŚĂŶϭ͘ϬŝŶĐŚŽĐĐƵƌƐŽƵƚƐŝĚĞŽĨŶŽƌŵĂůďƵƐŝŶĞƐƐŚŽƵƌƐ͕ƚŚĞƐĞůĨͲŝŶƐƉĞĐƚŝŽŶƐŚĂůůďĞƉĞƌĨŽƌŵĞĚƵƉŽŶƚŚĞĐŽŵŵĞŶĐĞŵĞŶƚŽĨƚŚĞŶĞǆƚďƵƐŝŶĞƐƐĚĂǇ͘ŶǇƚŝŵĞǁŚĞŶŝŶƐƉĞĐƚŝŽŶƐǁĞƌĞĚĞůĂǇĞĚƐŚĂůůďĞŶŽƚĞĚŝŶƚŚĞ/ŶƐƉĞĐƚŝŽŶZĞĐŽƌĚ͘ EKd͗dŚĞƌĂŝŶŝŶƐƉĞĐƚŝŽŶƌĞƐĞƚƐƚŚĞƌĞƋƵŝƌĞĚϳĐĂůĞŶĚĂƌĚĂǇŝŶƐƉĞĐƚŝŽŶƌĞƋƵŝƌĞŵĞŶƚ͘ WZd///^>&Ͳ/E^Wd/KE͕ZKZ<W/E'EZWKZd/E' ^d/KE͗ZKZ<W/E' ϭ͘ Θ^WůĂŶŽĐƵŵĞŶƚĂƚŝŽŶ dŚĞĂƉƉƌŽǀĞĚΘ^ƉůĂŶĂƐǁĞůůĂƐĂŶǇĂƉƉƌŽǀĞĚĚĞǀŝĂƚŝŽŶƐŚĂůůďĞŬĞƉƚŽŶƚŚĞƐŝƚĞ͘dŚĞĂƉƉƌŽǀĞĚΘ^ƉůĂŶŵƵƐƚďĞŬĞƉƚƵƉͲƚŽͲĚĂƚĞƚŚƌŽƵŐŚŽƵƚƚŚĞĐŽǀĞƌĂŐĞƵŶĚĞƌƚŚŝƐƉĞƌŵŝƚ͘dŚĞĨŽůůŽǁŝŶŐŝƚĞŵƐƉĞƌƚĂŝŶŝŶŐƚŽƚŚĞΘ^ƉůĂŶƐŚĂůůďĞĚŽĐƵŵĞŶƚĞĚŝŶƚŚĞŵĂŶŶĞƌĚĞƐĐƌŝďĞĚ͗ Ϯ͘ĚĚŝƚŝŽŶĂůŽĐƵŵĞŶƚĂƚŝŽŶ/ŶĂĚĚŝƚŝŽŶƚŽƚŚĞΘ^WůĂŶĚŽĐƵŵĞŶƚƐĂďŽǀĞ͕ƚŚĞĨŽůůŽǁŝŶŐŝƚĞŵƐƐŚĂůůďĞŬĞƉƚŽŶƚŚĞƐŝƚĞĂŶĚĂǀĂŝůĂďůĞĨŽƌĂŐĞŶĐǇŝŶƐƉĞĐƚŽƌƐĂƚĂůůƚŝŵĞƐĚƵƌŝŶŐŶŽƌŵĂůďƵƐŝŶĞƐƐŚŽƵƌƐ͕ƵŶůĞƐƐƚŚĞŝǀŝƐŝŽŶƉƌŽǀŝĚĞƐĂƐŝƚĞͲƐƉĞĐŝĨŝĐĞǆĞŵƉƚŝŽŶďĂƐĞĚŽŶƵŶŝƋƵĞƐŝƚĞĐŽŶĚŝƚŝŽŶƐƚŚĂƚŵĂŬĞƚŚŝƐƌĞƋƵŝƌĞŵĞŶƚŶŽƚƉƌĂĐƚŝĐĂů͗ ;ĂͿ dŚŝƐŐĞŶĞƌĂůƉĞƌŵŝƚĂƐǁĞůůĂƐƚŚĞĐĞƌƚŝĨŝĐĂƚĞŽĨĐŽǀĞƌĂŐĞ͕ĂĨƚĞƌŝƚŝƐƌĞĐĞŝǀĞĚ͘ ;ďͿ ZĞĐŽƌĚƐŽĨŝŶƐƉĞĐƚŝŽŶƐŵĂĚĞĚƵƌŝŶŐƚŚĞƉƌĞǀŝŽƵƐϯϬĚĂǇƐ͘dŚĞƉĞƌŵŝƚƚĞĞƐŚĂůůƌĞĐŽƌĚƚŚĞƌĞƋƵŝƌĞĚŽďƐĞƌǀĂƚŝŽŶƐŽŶƚŚĞ/ŶƐƉĞĐƚŝŽŶZĞĐŽƌĚ&ŽƌŵƉƌŽǀŝĚĞĚďǇƚŚĞŝǀŝƐŝŽŶŽƌĂƐŝŵŝůĂƌŝŶƐƉĞĐƚŝŽŶĨŽƌŵƚŚĂƚŝŶĐůƵĚĞƐĂůůƚŚĞƌĞƋƵŝƌĞĚĞůĞŵĞŶƚƐ͘hƐĞŽĨĞůĞĐƚƌŽŶŝĐĂůůǇͲĂǀĂŝůĂďůĞƌĞĐŽƌĚƐŝŶůŝĞƵŽĨƚŚĞƌĞƋƵŝƌĞĚƉĂƉĞƌĐŽƉŝĞƐǁŝůůďĞĂůůŽǁĞĚŝĨƐŚŽǁŶƚŽƉƌŽǀŝĚĞĞƋƵĂůĂĐĐĞƐƐĂŶĚƵƚŝůŝƚǇĂƐƚŚĞŚĂƌĚͲĐŽƉǇƌĞĐŽƌĚƐ͘ ;ĐͿ ůůĚĂƚĂƵƐĞĚƚŽĐŽŵƉůĞƚĞƚŚĞEŽƚŝĐĞŽĨ/ŶƚĞŶƚĂŶĚŽůĚĞƌŝŶƐƉĞĐƚŝŽŶƌĞĐŽƌĚƐƐŚĂůůďĞŵĂŝŶƚĂŝŶĞĚĨŽƌĂƉĞƌŝŽĚŽĨƚŚƌĞĞǇĞĂƌƐĂĨƚĞƌƉƌŽũĞĐƚĐŽŵƉůĞƚŝŽŶĂŶĚŵĂĚĞĂǀĂŝůĂďůĞƵƉŽŶƌĞƋƵĞƐƚ͘΀ϰϬ&ZϭϮϮ͘ϰϭ΁ WZd/// ^>&Ͳ/E^Wd/KE͕ZKZ<W/E'EZWKZd/E' ^d/KE͗ZWKZd/E' ϭ͘ KĐĐƵƌƌĞŶĐĞƐƚŚĂƚŵƵƐƚďĞƌĞƉŽƌƚĞĚ WĞƌŵŝƚƚĞĞƐƐŚĂůůƌĞƉŽƌƚƚŚĞĨŽůůŽǁŝŶŐŽĐĐƵƌƌĞŶĐĞƐ͗ ;ĂͿ sŝƐŝďůĞƐĞĚŝŵĞŶƚĚĞƉŽƐŝƚŝŽŶŝŶĂƐƚƌĞĂŵŽƌǁĞƚůĂŶĚ͘ ;ďͿ KŝůƐƉŝůůƐŝĨ͗ x dŚĞǇĂƌĞϮϱŐĂůůŽŶƐŽƌŵŽƌĞ͕x dŚĞǇĂƌĞůĞƐƐƚŚĂŶϮϱŐĂůůŽŶƐďƵƚĐĂŶŶŽƚďĞĐůĞĂŶĞĚƵƉǁŝƚŚŝŶϮϰŚŽƵƌƐ͕ x dŚĞǇĐĂƵƐĞƐŚĞĞŶŽŶƐƵƌĨĂĐĞǁĂƚĞƌƐ;ƌĞŐĂƌĚůĞƐƐŽĨǀŽůƵŵĞͿ͕Žƌ x dŚĞǇĂƌĞǁŝƚŚŝŶϭϬϬĨĞĞƚŽĨƐƵƌĨĂĐĞǁĂƚĞƌƐ;ƌĞŐĂƌĚůĞƐƐŽĨǀŽůƵŵĞͿ͘ ;ĂͿ ZĞůĞĂƐĞƐŽĨŚĂǌĂƌĚŽƵƐƐƵďƐƚĂŶĐĞƐŝŶĞǆĐĞƐƐŽĨƌĞƉŽƌƚĂďůĞƋƵĂŶƚŝƚŝĞƐƵŶĚĞƌ^ĞĐƚŝŽŶϯϭϭŽĨƚŚĞůĞĂŶtĂƚĞƌĐƚ;ZĞĨ͗ϰϬ&ZϭϭϬ͘ϯĂŶĚϰϬ&Zϭϭϳ͘ϯͿŽƌ^ĞĐƚŝŽŶϭϬϮŽĨZ>;ZĞĨ͗ϰϬ&ZϯϬϮ͘ϰͿŽƌ'͘^͘ϭϰϯͲϮϭϱ͘ϴϱ͘ ;ďͿ ŶƚŝĐŝƉĂƚĞĚďǇƉĂƐƐĞƐĂŶĚƵŶĂŶƚŝĐŝƉĂƚĞĚďǇƉĂƐƐĞƐ͘ ;ĐͿ EŽŶĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞĐŽŶĚŝƚŝŽŶƐŽĨƚŚŝƐƉĞƌŵŝƚƚŚĂƚŵĂǇĞŶĚĂŶŐĞƌŚĞĂůƚŚŽƌƚŚĞĞŶǀŝƌŽŶŵĞŶƚ͘ Ϯ͘ ZĞƉŽƌƚŝŶŐdŝŵĞĨƌĂŵĞƐĂŶĚKƚŚĞƌZĞƋƵŝƌĞŵĞŶƚƐ ĨƚĞƌĂƉĞƌŵŝƚƚĞĞďĞĐŽŵĞƐĂǁĂƌĞŽĨĂŶŽĐĐƵƌƌĞŶĐĞƚŚĂƚŵƵƐƚďĞƌĞƉŽƌƚĞĚ͕ŚĞƐŚĂůůĐŽŶƚĂĐƚƚŚĞĂƉƉƌŽƉƌŝĂƚĞŝǀŝƐŝŽŶƌĞŐŝŽŶĂůŽĨĨŝĐĞǁŝƚŚŝŶƚŚĞƚŝŵĞĨƌĂŵĞƐĂŶĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽƚŚĞƌƌĞƋƵŝƌĞŵĞŶƚƐůŝƐƚĞĚďĞůŽǁ͘KĐĐƵƌƌĞŶĐĞƐŽƵƚƐŝĚĞŶŽƌŵĂůďƵƐŝŶĞƐƐŚŽƵƌƐŵĂǇĂůƐŽďĞƌĞƉŽƌƚĞĚƚŽƚŚĞŝǀŝƐŝŽŶΖƐŵĞƌŐĞŶĐǇZĞƐƉŽŶƐĞƉĞƌƐŽŶŶĞůĂƚ;ϴϬϬͿϲϲϮͲϳϵϱϲ͕;ϴϬϬͿϴϱϴͲϬϯϲϴŽƌ;ϵϭϵͿϳϯϯͲϯϯϬϬ͘ STORMWATER WETLAND VEGETATION NOTES: 1) DO NOT COMPROMISE WETLAND PLANTINGS WITH TEMPORARY OR PERMANENTSEEDING NEAR THE STORMWATER WETLAND. MEMORANDUM To: New Hanover County Technical Review Committee Date: 12/22/23 Subject: 3401 Merchant Court – Equipment Laydown Yard Comments: • Recommend aligning the driveway with the driveway of the laydown yard at 3402 Merchant Court. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Based on the description provided in the application, a TIA will not be required.