The URL can be used to link to this page

Home My WebLink About2023-10-02 RM ExhibitsExhibit Page -j2L.JIq New Hanover County Monthly Collection Report for August 2023 Current Year 2023-2024 Real Estate Personal Property Motor Vehicles Combined Scroll/Billed $ 188,243,360.35 $ .10,040,869.04 $ 2,399,805.17 $ 200,684,034.56 Abatements $ (129,928.38) $ (10,858.15) $ $ (140,786.53) Adjustments $ 54,765.50 $ 3,420.53 $ $ 58,186.03 Total Taxes Charged $ 188,168,197.47 $ 10,033,431.42 $ 2,399,805.17 200,601,434.06 Collections to Date $ 21,563,463.48 $ 2,335,287.31 $ 2,399,805.17 $ 26,298,555.96 *Refunds $ 36,130.68 $ 373.04 $ $ 36,50172 Write-off $ - $ - $ $ - Outstanding Balance $ 166,640,864.67 $ 7,698,517.15 $ i $ 174,339,381.82 Collection Percentage_ 11.44 23.27 100.00 13.09 YTD Interest Collected $ 2,114.10 $ - $ 19,855.69 $ 21,969.79 Tots! 2023-2024 Cof[rtct{orrs YTD 262.',84402103] Prior Years 2013-2022 Real Estate Personal Property Motor Vehicles Combined Scroll $ 1,518,383.70 $ 4,309,089.93 $ 116,471.59 $ 5,943,945.22 Abatements $ (16,319.04) $ (291,294.40) $ - $ (307,613.44) Adjustments $ - $ - $ - $ Total Levy $ 1,502,064.66 $ 4,017,795.53 $ 116,471.59 $ 5,636,331.78 Collections to Date $ 108,346.56 $ 46,818.56 $ 95.68 $ 155,260.80 *Refunds $ 82,996.53 $ 8,335.04 $ - $ 91,331.57 Write-off $ - $ - $ - $ - Outstanding Balance $ 1,476,714.63 $ 3,979,312.01 $ 116,375.91 5,572,402.55 YTD Interest Collected $ T2,513.54 $ 8,339.63 $ 157.17 21,010.354 Total Prior Year Collections YTD 84,939-57 Grand Total Ali Collections Y fD $ 26,368,961,6 * Detailed information for Refunds can be found in the Tax office NEW HANOVER COUNTY — Chair Cle&A the Board ov l W old.e.,WJ3 Date Exhibit Book -1-01- Pagelb-oJ-10 Current Year 2023-2024 Real Estate Personal Property Motor Vehicles Combined Scroll/Billed 10,604,909.51. $ 571,736.87 $ 172,757.45 $ 11,349,403,83 Abatements $ (7,319.88) $ (611.71) $ - $ (7,931.59) Adjustments $ 3,085,38 $ 192.70 $ __$_172,757A5 - $ 3,27&08 Total Taxes Charged $ 10,600,675.01 $ 571,317,86 $ 11,344,750.3-2 Collections to Date $ 1,209,825A1 $ 131,636.94 $ 172,757A5 $ 1,514,219,80 *Refunds $ $ - $ Write-off $ - $ 6—utstanding Balance $ 9,390,849.60 $ 439,680.92 $ - $ 9,830,530.52 Collection Percentage 11.41 23.04 100.00 1135 YTD Interest Collected $ 231.84 $ - $ 1,56636 $ 1,798,60 Prior Years 2013-2022 Scroll Real Estate Personal Property Motor Vehicles Combined $ 143,039.18 $ 351,58&21 $ - $ 494,62739 Abatements $ (1,178.13) $ (37,821.51) $ (38,999,64) Adjustments $ - $ $ - Total Levy $ 141,861,05 $ 313,76630 $ - $ 455,627,75 Collections to Date $ 9,44169 $ (3,029.26) $ - $ 6,41143 *Refunds $ 4,33232 $ 307,52 $ - $ 4,640,24 Write-off $ - $ - $ Outstanding Balance 136,751.08 $ 317,103LA8 $ $ 453,854.56 YTD Interest Collected fli 1,03136 $ J� 874�574$ -4s 1,905,93 Total Prior Year Collections YTD $ 3,679,12 Erand Total All Collections YTD $ 1,519,697.52 -Detailed information for Refunds can befound in the Tax Office NEW HANOVER COUNTY o) Chair CI to the Board Exhibit Book %U)( Page la�,j C, New Hanover County Fire District Monthly Collection Report for August 2023 Current Year 2023-2024 Real Estate Personal Property Motor Vehicles Combined Scroll/Billed $ 12,023,180.85 $ 786,456.99 $ 198,525.93 13,008,16337 Abatements $ (2,551.71) $ (547A3) $ (3,09834) Adjustments $ 61032 $ 182,34 $ 79166 Total Taxes Charged $ 12,021,239.46 $ 786,09120 $ 198,525.93 $ 13,005,857.59 Collections to Date $ 1,420,73237 $ 177,90339 $ 198,525,93 $ 1,797,161,69 *Refunds $ $ - $ Write-off $ $ - $ Outstanding Balance $ 10,600,507.09 $ 608,188.81 $ J_$ 11,208,695.90 Collection Percentage 11.82 22.63 160. 0 13.82 YTD Interest Collected $ 7017 $ - $ 1,55038 $ 1,620.65 Total 2023-2024 Collections YTO 1,798,73234 1 Prior Years 2013-2022 Real Estate Personal Property Motor Vehicles Combined Scroll 120,022.91 $ 231,475.46 $ 7,288.27 $ 358,786.64 Abatements $ - $ (44,238,59) $ - $ (44,238.59) Adjustments $ - $ - $ - TotalLevy $ 120,022.91 $ 187,236,87 $ 7,288,27 $ 314,548,05 Collections to Date $ 9,56634 $ 46,08 $ - $ 9,61232 *Refunds $ 428.88 $ 16122 $ - $ 59110 Write. -off $ $ - $ - $ - Outstanding Balance $ 110,885,05 187,354.01 $ 7,28817 $ 305,527.33 YTD Interest Collected $ 951.48 $ 473,84 $ - $ 1,42532 Total Prior Year Collections YTD $1 11809,82048 *Detailed information for Refunds can be found in the Tax Office NEW HANOVER COUNTY12_ Chair Date Exhibit Book Page AGENDA: October 2, 2023 NEW HANOVER COUNTY BOARD OF COMMISSIONERS AN ORDINANCE AMENDING THE FISCAL YEAR 2024 BUDGET BE IT ORDAINED by the Board of County Commissioners of New Hanover County, North Carolina, that the following Budget Amendment(s) be made to the annual budget ordinance for the fiscal year ending June 30, 2024. Section 1: Details of Budget Amendment Strategic Focus Area: Good Governance Strategic Objective(s): Align services and programs with strategic priorities. Fund: American Rescue Plan (ARP) Department: Finance Prior to Actions Total if Actions Taken Today ARP Budget LL __47174,477J Section 2: Explanation BA 24-019 budgets interest earned on American Rescue Plan (ARP) funds to address funding gaps in the contruction, of Starway Village resulting from recent interest rate increases,,rhis project, which will provide affordable housing in the community, has already been approved by the Board of Commissioners, This amendment provides additional funding to that effirt. Other gap funding for this project is expected to be provided by the City of Wilmington and by the removal of development fees. The U.S, Treasury has given direction that interest earned on ARP funds is not restricted to use on ARP. - eligible programs and may be used for any allowable governmental purpose. Section 3. Documentation of Adoption This ordinance shall be effective upon its adoption, NOW, THER1,TORE, BE IT RESOLVED by the Board of County Commissioners of New Hanover County, North Carolina, that the Ordinance for Budget Arnendment(s) 24-019 amending the annual budget ordinance for the fiscal year ending June 30, 2024, is adopted. Adopted, this 2nd day of October, 2023, (SEAL) 4.111 in E. Rienbark, Chairman VATTE'T: Kyi erleighG.Crowell, rktothe Board Exhibit Book Page L CAPITAL PROJECT ORDINANCE NEW H4NOVERCOUNTY REDEVELOPMENT OFTHE VV\LKx|wGTONCITY BLOCK BORDERED BY GRACE STREET, 3^»STREET, CHESTNUT STREET, AND 2woSTREET BEITORDAINED, bythe Board nfCommissioners nfNew Hanover County: 1. Subject to the Local Government Commission's approval of the financing, New Hanover County (County) plans to construct a new, 95,000 square font modem, purpose-built county museum and library facility by the developer on the northern portion of the block and to improve the existing parking deck on the same block. Z. County desires toauthorize and budget for said project inaproject ordinance adoptedpunuanttoNorthCaroUna General Statute Section 159-13.2, such ordinance to authorize all appropriations necessary for the completion of said project. 3. The County desires to expend its own funds for the purpose of paying certain costs of the project, for which expenditures the County reasonably expects to reimburse itself from the proceeds of debt to be incurred by the County. 4. This declaration of official intent is made pursuant to Section 1.150-2 of the Treasury Regulations to expressly declare the official intent ofthe County ioreimburse itself from the proceeds nfdebt tobehereinafter incurred by the County for certain expenditures paid by the County on or after the date which is sixty <50> days prior to the date hereof. NOW, THEREFORE, WITNESSETH THAT: l. Subject to the Local Government Commission's approval of the financing, this project ordinance is adopted pursuant to North Carolina General Statute Section 159-13.2. 2. The project undertaken pursuant to this ordinance is the redevelopment of the Wilmington City Block bordered byGrace Street, 3mStreet, Chestnut Street, and Ind Street, toinclude the construction ufacounty museum and library facility and improvements to the existing parking deck on the same block, which project is herewith authorized. 3. The revenue that will initially finance said project is: Installment Loan Proceeds $57,0OU,0UU Total �571000-000 4. The following initial appropriation necessary for the project is herewith made from the revenue listed above: Capital Project Expense $57\0OD0OV Total ��}��0 5. This project ordinance shall be entered in the minutes of the Board of Commissioners ofNew Hanover County. Within five days hereof, copies of this ordinance shall be filed with the finance and budget offices in New Hanover County, and with the Clerk to the Board of Commissioners of New Hanover County. ADOPTED this Zndday nfOctober ZO2l KWbedeigh6[ffve| Clerk tuthe Board ofCommissioners Board of County Commissioners William ERivenbork,Chair August 2, 2023 Mr. Doug Grant 8110 Sidbury Road Wilmington, NC 28411 Re.: 66 Sites RV Park Sidbury Road New Hanover County, NC Mr. Grant, AKu G601;'111c; �'11 11 & Well PrHHHO Exhibit Book Page _!Lao, The most appropriate water system will include one well system for up to 14 RV spaces each (66 RV pads/14 = 4.7 wells, rounding to 5). As such, a total of five of these systems will be installed, with each served by its own, independent well. The well construction permitting authority will solely be New Hanover County Environmental Health. Each well will be built within NCAC T:15 02C Well Construction Standards, buffers, and set backs. The systems will be collectively regulated as a Transient, Non -Community Water System. I also understand that each well will be designed for production of approximately 25 gallons per minute (gpm) per well. Because this totals greater than 100,000 gallons per day (gpd) of capacity, there will be a High Capacity System permitting requirement with the NCDEQ. So in summary, you will permit five independent well systems. Each system will serve up to 14 RV spaces at approximately than 25 gpm apiece. Well construction permitting will be entirely through New Hanover County Environmental Health with buffers and setbacks as established by the State. Water capacity permitting will be through the NCDEQ as a High Capacity system. If you have questions, please do not hesitate to call. Sincerely, James L. Comette, PG, CWD Project Manager Mamiaoetrwrit, E F 0. 5:1x 5"tat!"On Koad, Harr�votegad, 1��G 25,445 910,�?70,2919 Fax EWZAO�2988, July 22, 2023 Doug Grant 8110 Sidbury Rd Wilmington, NC 28405 Re: (20—ac) Sidbury Road Tract, Castle Hayne, New Hanover County, NC Parcel Number: R02000-003-012-000, R02000-003-013-000, R02000-003-005-000 Em In February 2023, Davey Resource Group (DRG) evaluated the —20-acre parcels # R02000-003- 012-000, R02000-003-013-000, R02000-003-005-000, on the south side of Sidbury Road, Scotts Hill, NC. The purpose of the evaluation was to evaluate the soils onsite and determine the development potential for the placement of onsite wastewater systems for multiple residences. Multiple, shallow -auger borings were observed. I utilized the 15A NCAC 18A .1900 subsurface wastewater laws as a guide. Multiple soil borings across the tract confirmed soil conditions. Davey Resource Group determined the available space of suitable soils for potential wastewater volumes and the site plan has been designed around this to incorporate multiple independent drain fields to stay within New Hanover County requirements and under the 3,000 gallon a day limit requiring State review. Small cluster systems can be designed and constructed to meet the required separation between adjacent systems. Site specific evaluations will be conducted for each system. These will be permitted under the Engineered Option Permit and the site assessment will be performed by DRG staff of AOWE's. If you have any questions about this report or require assistance with individual site plans for wastewater permitting, I may be reached at 910-452-0001, 910-620-1137 or at migAignav I Daveyresourcegroup.com/Carolinas - Phone: 910.452.0001 - Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 DAVEY#'. Resource Group Sincerely, G. Craig Turner Senior Consultant SC Certified Soil Classifier, 57 NC Licensed Soil Scientist, 1091 Davey Resource Group 3805 Wrightsville Ave., Suite 15 Wilmington, NC 28403 S.0 Certification Number 57 Daveyresourcegroup.com/Carolinas • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 Book page LIL W HANOVER COUNTY TAX DEPARTMENT 230 GOVERNM MSn CENTER DRIVE, SU1TE 190 WILhMOMN, NORTH C"OLINA. 28403-1671 TELEPHONE {910}798-7300 FAX (910)-798-7310 November 24, 2014 Douglas Harris Grant 8110 Sidbury Rd. AMImington N. C 28411 Market Value Present Use Value Ref: R02000-003- 00&000 $170,000 $6,700 R02000-003- 011-000 $113,000 $47,100 R02000-003- 012-000 $20,500 $600 R02000-003- 013 000 $14,000 $400 Dear Mr. Grant Roger L< Kelley Tax Administrator Almon Snell Asst. Tax Administrator Your Present Use Value application has been approved for the continuation in the program. Your plan will be monitored periodically to ensure you are complying. Anytime In the future if you change the use or do not follow the plan use value can be removed. If this happens you will be required to pay the current year taxes at market and the preceding 3 years at market plus interest. If you should have any questions or concerns please feel free to contact us. Sincerely: C:.�irryri�. ;Bolick AppWser 910-798-7242 lbollck@nhcgov.com NC Forest Service 1413 Chadbourn Hwy. Whiteville, NC 28472 May 20, 2014 D-8 FM Plan New Hanover County Tract ID 065-417 Doug Grant 8110 Sidbury Rd Wilmington NC 28411 Parcel R02000-003-005-000, R02000-003-011-000, R02000-003-012-000 & R02000-003-013-000 20.4 wooded acres Recently, Assistant County Ranger Sloan Goins and I visited your property off of Sidbury Road. in New Hanover County. Below you will find our recommendations for the area that you asked us to examine for forest management, in order to maximize timber production. Acreage its estimated from aerial photography and Geographic Information Systems (GIS) data. Area 1 +/ 7 Acres Stand Description The area is a planted loblolly pine stand. The ages of the pines are 12, the diameters range from 2-4 inches and the dominant heights are 25 30 feet tell. The understory consists of wax myrtle, gallbeny, red maple and sweetgum. The soil consists o€Pantego loam. The soil is considered very poorly drained. The site index is 98 for loblolly pine. This means the trees should be 98 feet tall in 50 years. Site index is a measure of the soil productivity. Recommendations for Area 1 The recommendation for Area I is to re-examine the stand for a commercial thin in 8-10 years. A Ong will remove the crooked, diseased and undesirable trees and allow the remaining trees to grow. During a thinning approximately 30% of the stand should be removed. 1610 Brian Service Center, Raleigh, North Carolina 21698-1616 Phone: (019) W74801 - FAX {918j $57-A802 • www.neforestaervke gov An Equal Oppor�nity Employer Doug Grant May 20, 2014 Page 2 Area 2 +t 11.4 Acres Stand Description This area is a natural loblolly pine stand. The ages of the pines are 20, the diameters range from 2-6 inches and the dominant heights are 50 feet tall. The understory consists of wax myrtle, gailberry, red maple and sweetgum. The soil consists of Pantego loam. The soil is considered very poorly drained. The site index is 98 for loblolly pine. This means the trees should be 98 feet tall in 50 years. Site index is a measure of the soil productivity. Recommendations for Area 2 The recommendation for Area 2 is to re-examine the stand for a commercial thin in 8-10 years. A thinning will remove the crooked, diseased and undesirable trees and allow the remaining trees to grow. During a thinning approximately 30% of the stand should be removed. Area 3 +l--1.4 Acres Stand Description Axes 3 is a natural loblolly and longleaf pine stand. The ages of the trees are 58 years old, the diameters range from 6-12 inches and the dominant heights are 60 feet tall. The understory is comprised of red maple, wax myrtle and switchcane. The soil consists of Pantego loam. The soil is considered very poorly drained The site index is 98 for loblolly pine. This means the trees should be 98 feet tall in 50 years. Site index is a measure of the soil productivity. Recommendations for Area 3 My recommendation for Area 3 is to allow the stand to grow. The trees are mature but due to the small acreage, you should consider a harvest when thinning Areas 1 & 2. Area 4 +/ .6 Acres Stand Description Area 4 is a natural loblolly and longleaf pine stand. The ages of the trees are 40 years old, the diameters range from 6-18 inches and the dominant heights are 65 feet tall. The understory is comprised of grasses. The soil consists of Pantego loam. The soil is considered very poorly drained. The site index is 98 for loblolly pine. This means the trees should be 98 feet tali in 50 years. Site index is a measure of the soil productivity. Doug Grant May 20, 2014 Page 3 Recommendations for Area 4 My recommendation for Area 4 is to allow the stand to grow. The trees are mature but due to the small acreage, you should consider a harvest when thinning Areas 1 & 2. Tax. Considerations I have enclosed a handout about North Carolina's Forestry Present -Use Tax Program. I suggest you mgwre within the New Hanover County Tax Office to make sure the area is classified as "woodland" in order to be eligible for this lower tax rate. The area must be 20 contiguous acres. If you have any questions about forest taxation, urge you to talk with your county tax office or your tax accountant. Schedule of Managememt .Areas 1 & 2 Commercially thin in 8-10 years. Areas 3 & 4 Harvest in 8-10 years. The NC Forest Service appreciates your interest in sound font management. I look forward to working with you i a the future. If you have any questions, please contact the New Hanover County Office at 910-251- 5750. Sincerely fory KSmu Water Quality Forester RF ## 1662 cc: Cape Fear Area Ranger District Office f ncslosa=: North Carolina's Forestry Present Use Tax Prograrn Thinning Pine Stands ? <+ df±#» NAM; , t ! ,, f , ADDRESS: 8110 !dbury Rd, Wilmington ! # AREA OF SPECIES AND PRACTICES & PRESCA13MON BEDONEBYWHOM ' NO.. ACS. APPROXAGE FOR CARRING. -7 Planted loblolly.years. By 2022-24 e: 12 ByLandowner. Height: as Diameters: 2-4 Sitelnd=- ' 98 for loblolly. Naturalloblolly. Commercial In 8-10 years. By 2027,24 Height: so Diameters: 2.6 Site ' 98 for \l+ ! B Natittalloblollygrow. s for By 2027,24 1A andiongleaf. harvest Landowner.possible By « 58 Height- 60 Diameters: U She Inde= 98 for % , # All pracdees should be carried according Guidelines Water fArea or field number corresponds to . . MAP. »M7tMT, 1M— 1 NORTH CA.ROLINA FOREST SERVICE Department of Agriculture & Consumer Services WOODLAND M[ANAGEM"T PLAN NAME: Doug Grant DATE: May 20, 2014 ADDRESS: $110 Sidbnry Rd, Wilmington NC 29411 * NO. FOREST TYPE RECOMMENDED NEANAGEN TENT WHEN WORK SHOULD ARVA OF SPECIES AND PRA.CT(CES & PMCRIPTION BE DONE, BY WHOM NO. AM APPROX AGE FOR CARRING OUT TRUTWnM & OTHER it+rFQRMAT][arr .6 1 Natural lobloliy Allow to grow. Re-examine 8-lo years for Dy 2022-24 and longleaf possible harvest By Landowner: Age: 40 Height: 45 Diameters: 64$ Site Index: 98 for loblony. MrMONAMMAL STATEMMW All practices should be carried out according to the NC Forest Guidelines Related to Water Quality *Area or field number corresponds to same number shown on WOODLAND MANAGEMENT MAP. Prepared W. Corey Klamut Water Qualify Forester Woodland Management Map Acreages and Boundaries ara Annr y1mi2to 1 inch equals 268 bet Landowner Nam: Doug Grant County: New Hanover Latitude: 34*20.36 Longitude: 77.48.1 a Dane: 08/2012014 Drawn By:Sloan Go9ns -- Roads Streams 0 DAVENPORT Technical Memorandum Sidbury RV Park New Hanover County, NC Prepared for Doug Grant DAVENPORT Project Number 232027 Prepared by Erin Govea, PE Reviewed by Don Bennett, PE September 11, 2023 1.0 Introduction Exhibi Book Page-J♦' Aq, SEAL 049181 The study site is located at 8102, 8104, and 8106 Sidbury Road in New Hanover County (NHC), NC. The existing zoning of R-1 5 can support up to 50 single family homes based on 2.5 units per acre. The proposed development will consist of 66 recreational vehicle (RV) sites on approximately 20 acres and will require a Special Use Permit per the NHC Unified Development Ordinance. DAVENPORT has prepared this technical memorandum to summarize the trip generation based on the by -right and proposed development land uses, to provide the results of the turn lane warrants, and to document the available sight distances for the site driveway. 2.0 Existing Conditions A review of the existing roadway conditions in the study area was conducted. SR 1336 (Sidbury Road) is a two-lane, 55 mph roadway with a 2021 annual average daily traffic (AADT) volume of 3,200 vehicles per day. The site drive is existing and unpaved; it is currently shared with two residential homes. 0 DAVENPORT Page 2 08111/2023 Sidbury RV Park DAVENPORT !MjgdNo. 232� 3.0 Plans The conceptual site plan shows 66 recreational vehicle (RV) sites as the proposed land use. The conceptual site plan and a site location map are attached. TIP Project R-3300A is the US 17 Bypass that extends from south of Hampstead at NC 140 northwards to NC 210. The proposed new roadway passes over Sidbury Road west of this study site. No access is currently planned; however, a feasibility study is underway to convert the overpass to an interchange. Right-of-way is in progress with construction scheduled to begin in 2026. Relevant pages from the TIP project preliminary plans are provided. 4.0 Trip Generation, Distribution, &Assignment The Institute of Transportation Engineers (ITE) 11 th Edition Trip Generation Manual was used to project the weekday daily, AM peak hour, and PM peak hour traffic that could be generated by the site for by -right and proposed land uses. No trip reductions are assumed. The results of the trip generation are shown in Table 1. The proposed RV Park generates 26 fewer AM peak hour trips and 34 fewer PM peak hour trips when compared to the by -right land use. Site trip distribution percentages were determined based on anticipated traffic patterns and engineering judgement with 75 percent of site traffic distributed to/from the west and 25 percent to/from the east after construction of the bypass, which is west of the site. Site trips were assigned to the network based on these trip distributions. Using these values, four fight turns and one left turn enter in the morning, and sixteen right turns and five left turns enter in the evening. 5.0 Turn Lane Analysis Turn lanes were considered based upon criteria set forth by the turn lane warrant nomograph from page 80 of the NCDOT Policy on Street and Driveway Access to North Carolina Highways, included here in the Supplemental Documents section. The nomograph indicates that turn lanes are not warranted due to the low turning movement volumes on Sidbury Road at the site driveway. During the morning and afternoon peak hours, fewer than twenty vehicles enter the site drive from 0 DAVENPORT Page 3 08/11/2023 Sidbury RV Park DAVENPORT Proiect No. 232027 either direction according trip generation values and estimated traffic from the existing homes. The nomograph plots below the 50-foot storage line; therefore, no turn lane is warranted due to traffic volumes. 6.0 Sight Distance For this site, the proposed driveway location was evaluated for sight distance under existing conditions and future conditions, which includes a new bridge west of the site drive. A field investigation was conducted on July 21, 2023, to evaluate the horizontal and vertical alignment and determine if the available sight distance in each direction from the proposed site access meets the minimum requirements. Sight distance requirements are based on the AASHTO Policy on Geometric Design of Highways and Streets and NGDOT Policy on Street and Driveway Access to North Carolina Highways standards. Sidbury Road has a posted speed limit of 55 mph near the site. A design speed of 60 mph (speed limit plus 5 mph) was used to determine the minimum required stopping sight distance (SSD) and intersection sight distance (ISD). With the construction of TIP Project R-3300A, a bridge will be located west of the site. The available sight distance with the bridge constructed was also considered. The current plans (printed 07/05/2023) for the bridge were examined. The bridge is currently shown to end at Sta. 25+35.48 and has a downgrade of approximately four percent (4%) towards the east. The site driveway is measured to be approximately 1,440 feet east of the end of the bridge with a grade near zero percent between the two. Table 2 summarizes the measured and required sight distance at the design speed of 60 miles per hour, which is five mph greater than the speed limit. 3 0 DAVENPORT Page 4 08/11/2023 Sidbury RV Park DAVENPORT Project No. 232027 Based on the proposed driveway location on Sidbury Road, the minimum required stopping and intersection sight distances are met. Under existing and future geometric conditions, the available sight distances are greater than 1,000 feet, which exceeds the minimum required sight distance for stopping or turning at the site driveway. 7.0 Internal Protected Stem The NCDOT Policy on Street and Driveway Access to North Carolina Highways, or the Driveway Manual, states that the length of the internal protected stem (IPS) will be determined from the maximum vehicle storage required as measured from the right-of-way line to the nearest conflict point with a minimum recommendation of 100 feet. For the purposes of this report, the IPS is estimated from the edge of pavement as shown in the preliminary conceptual site plan. The IPS is estimated as 200 feet, which is sufficient to store at least two RVs entering the site. 8.0 Conclusion In conclusion, this memorandum compares the by -right residential trip generation to the proposed RV park trip generation and finds that the number of anticipated trips decrease. The estimated number of peak hour trips at the site drive does not warrant a turn lane. The available sight distances exceed the minimum requirements for stopping or turning vehicles at the site driveway. The line of sight should be maintained free from shrubs/foliage that could limit sight distance. The internal protected stem shown on the conceptual site plan of 200 feet should be sufficient to remove at least two RVs from Sidbury Road. DAVENPORT Page 5 08/11/2023 Sidbury RV Pavk DAVENPORT Project No. 232027 C MoMr.-i it R Conceptual Site Plan Site Location Map NCDOT Preliminary TIP Plans Turn Lane Nomograph from NCDOT Policy on Street and Driveway Access to North Carolina Highways: go I I 2m ■ Aw i 1 i M 0 W _ U J ui F- tn 51 I ' 1 w � � 3 i 3 � III � � ✓ � ' �� M ,�,r:u m dv yy a OFT w CI) ++ - a 1-4 t- a� Wv 44 w -• xPo3 --- `� o �i RANOVER COUNTY Z� r r mmn Jyui 09w �V iO ,+1NmM � �gq11jj "r��MyI� Q1 F1 V N124 kt�h � �t 44 ig SSd' OOMd NI NHTd "Io06 W 0 ih-. < o '3 " Q�_ 8 C�} � Zo � W NNYOF>NuZ u f �9 !� � 4 �a�01�" r m �� v y✓� Uar y � ry !'•� .. �, i � 54- i � as �r' h :S c o U F� °zui wvr"i �n iy 2maC� IX Nj/j� j/J� j}+/}+ /^�j /%.'/�jj/�//�/ ycr 7 7 ' W i W i j}'D NO(''�/ E6lNN/60 �8%6t;N u6G"W`%+ f,Pa-VOQ£Fti\i'rr.,�1Fura(�Dt�N\rfl 5'Z(7ZTS1L R• +ft � g _Q WS r W r- n f�� W .fdS gy 1 W W I - N r Mimi;�J p t I"'iN Fr WI I g f09£ 715 -t7_ .YN77WJI�yP/ 8 �A 1 W sly $ r '¢ nip a ®� y - "O M WH I1' W W 1 I L`pJ �p d2 I W W 4 » W ! it WwurdSM WWffim"�� W II Uu �Wl W W 6, at5 S � x6 $ ay 5 W PAW W w W 1 \\ W W 1 \ I 11 Hu N l3jHS J:151 C,M)OFrW VIS - Kk ROO, 11 133H,", a'7; cr VIS /81 3AY7NUWY A 17 rs Z z e.-2 wa 23 PA woo, zg-wgs �Inl LfA- 842 'as 9L . .. ............ .. . .. . . ........... . IH ..___. _. _.- ___ u 1po SM9 �� '1 G+fir i /`,fll � ` � « LX ... .. ... . .... . . TIM, it inn "I 9 ol MAI� N. MON Ws— Uoz A I JC MORGAN REAL ESTATE VALUATION I REVIEW I CONSULTING September27, 2023 New Hanover County Board ofCommissioners 2]OGovernment Center Drive, Suite C75 Wilmington, NC284O] Re: Special Use Permit Request (S23-04) 8102, 8104&81OGSidburyRoad New Hanover County, NC JCMorgan Company isareal estate appraisal andoon»ultin8firminVVUminOton NC. Since 2O1lour firm has appraised and consulted on hundreds of properties in and around the tri-county area (New Hanover,Ponder, Brunswick), The property types we appraise and provide consulting services for include residential, land, retail, office, multi -family, industrial, subdivisions, mixed -use and more. Our client base consists of real estate owners, developers, financial institutions, local and federal governments, attorneys, utility companies and airport authorities. I was recently engaged by the applicant to perform research and analysis that would enable me to conclude an opinion as to Item 6-3 of the applicants Special Use Permit application. Item 6-3 states: The use will not substantially injure the value of adjoining or abutting property, or that the use isopublic To develop an opinion for this requirement, I researched several RV parks and their surrounding properties,in the general market area. The analysis included reviewing the sales history and sales prices of residential properties that are adjacent to existing RV parks, then, comparing that data to the sales history and sales prices of similar residential properties in the same subdivision or on the same street that were not adjacent to the RV park. The parks that I reviewed include the following: l KOAinOgden 2. Topsail Sound RVPark inSneadsFerry along Morris Landing Road 3. Ocean Aire Travel Park Road in Supply More parks were reviewed, however, like the subject property, most RVparks are not adjacent to enough properties for any meaningful type of analysis to be completed. IurninuStatkm l984Eastwood Road - 8odn3O5 ' Wilmington, NC ' 20403 POBox 4Ql - Wrightsville Ueoob BC 28480 Tcl:Vl0-25h-2920 The subject property isadjacent tosix separate parcels. Three ofthose properties are residential properties, one banequestrian center and two are large land tracts, one of which bowned by the NCDOT. All three of the residential properties front Sidbury Road and are immediately east of where the new Hampstead By -Pass will cross SidburyRoad. Based onthe data that | reviewed, there is no indication that being located adjacent tothe proposed RVpark would have a negative impact on any of the property values of the six adjacent properties or any nearby property. Rna|k\ | have recently completed a significant amount ofappraisal work along Si6bury Road. This includes appraising properties in conjunction with the Hampstead Bypass, the utility easements associated with the Duke/Progress Energy overhead powerlines currently being built and a Piedmont Natural Gas utility easement, all along SidburyRoad. What I can confirm is that the Sidbury Road corridor is one that will experience above average growth over the coming years and that land prices have already started to reflect that. | mention this to provide support for our awareness and knowledge of the real estate market along the Sidbury Road area. In conclusion, it is determined that the proposed project will not substantially injure the value of adjoining or abutting property. Should you have any questions, or want to discuss this matter further, please do not hesitate to contactme. Sincerely, Jack L([a|)Morgan, U1, MAI,6RA,m-Gms ]CMorgan Company