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Home My WebLink About04122017 April 12 2017 TRC Agenda PackagePage 1 of 3 TECHNICAL REVIEW COMMITTEE APRIL 12, 2017 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 12, 2017 at 2:00 p.m. in the Lucie Harrell Conference Room (601), New Hanover County Government Center, 230 Government Center Drive, to review the following: 2:00 p.m. Item 1 Kaylies Cove (Performance Plan) - Request by Stroud Engineering for Bill Clark Homes for TRC to consider preliminary site plan approval of eight (8) additional lots to the project located near the 900 block of Piner Road, south side. Kaylies Cove History (formerly Piner Run) This project was preliminarily approved under the name Piner Run for 71 residential lots by TRC in January, 2016. The developer for the project has acquired 3.0 acres and is proposing to add eight (8) lots to the project for a total of 79. Construction has started on the project. Kaylies Cove Site Plan Data  Zoning District: R-15 Residential  Water Service: Public (CFPUA)  Sewer Service: Public (CFPUA)  Road Designation: Private  Lots: 8 (total 79)  Acreage: 3.0 (total 31.4)  TIA: No  Comp Plan Future Land Use : General Residential  Access: Piner Road & Myrtle Gardens Drive (Public)  Conservation Resources: None  Schools: CRECC (Pre-K) Bellamy & Codington Elementary (over-capacity) Myrtle Grove Middle (over-capacity) Ashley High (over-capacity) Recommended Staff Conditions 1) No gates, traffic calming devices or on- street permitted unless reviewed by TRC. 2) A tree survey will be required on the new portion of the project. 3) Links vs Nodes is 1.25, 1.40 ratio required. 4) Road construction and connection from Brown Pelican Lane to Myrtle Gardens Drive prior to final plat approval. 5) Label all “active” and “passive” rec area on plan. 6) All local, State, and Federal mandates may be applicable to the project. 2:30 p.m. Item 2: Homestead Estates at River Oaks (Conventional Plan) – Request by Stroud Engineering for Bill Clark Homes for TRC to consider preliminary site plan approval of a 35 Page 2 of 3 lot residential project located within the River Oaks subdivision and near the 8300 block of River Road, east side. Homestead Estates @ River Oaks History None for this phase of the River Oaks project. Homestead Estates @ River Oaks Site Plan Data  Zoning District: R-15 Residential  Water Service: Private (Aqua of NC)  Sewer Service: Private (Aqua of NC)  Road Designation: Public  Lots: 35  Acreage: 20.15  TIA: No  Comp Plan Future Land Use: General Residential  Access: Yucca Lane & Royal Fern Drive (Public)  Conservation Resources: Yes  Schools: Anderson & Codington Elementary (over- capacity) CRECC -Pre-K (over-capacity) Murray Middle (over-capacity) Ashley High (over-capacity) Recommended Staff Conditions 1) No gates, traffic calming devices or on-street parking permitted unless reviewed by NCDOT and TRC. 2) Construction plan drawing approval from NCDOT (public roads) will need to be secured along with a Basic Letter prior to final plat approval. 3) A turn-around at the end of Yellow Daisy for emergency service purposes may be required thru County Fire Services. 4) Lots 73-75 contain the conservation resource Pocosin (WPO) and is proposed to be “filled-in.” Under the County’s COD regulations, COD must not be disturbed. 5) Label “active” and “passive” areas on plan shown as “open space.” 6) All local, State, and Federal mandates may be applicable to the project. 3:00 p.m. Item 3: Tarin Woods: Phase 2 (Performance Plan) – Request by CSD Engineering for Hoosier Daddy, LLC for TRC to consider preliminary site plan approval of a 188 residential project located near the intersection of Manassas and Appomattox Drives, adjacent and north of Battle Park subdivision. Tarin Woods: Phase 2 History TRC preliminarily approved Tarin Woods: 2 in January, 2016 for a total of 95 residential lots. Since that time, construction on the phase has been on-going. This current preliminary submittal represents the annexation of additional property and includes the original Tarin Woods approval plus 93 lots for a total of 188 lots. Page 3 of 3 Site Plan Data  Zoning District: R-15  Water Service: Public (CFPUA)  Sewer Service: Private (pump station & force main to be owned by Developer & HOA – gravity sewer by CFPUA)  Road Designation: Private  Lots: 188  Acreage: 77.93  TIA: Yes (project scope complete, developer can move forward with TIA)  Comp Plan Future Land Use: General Residential  Access: Manassas & Appomattox Drives (public)  Conservation Resources: Yes (Pocosin w/ Class IV soil)  Schools: Bellamy & Codington Elementary (over- capacity) Murray Middle (over-capacity) CRECC – Pre K (over-capacity) Ashley High (over-capacity) Recommended Staff Conditions 1) If approved by TRC, this phase of Tarin Woods: Phase 2 will supersede the original phase 2 approved by TRC in January, 2016 for 95 lots. 2) No gates, traffic calming devices, or on-street parking permitted unless reviewed by TRC. 3) An approved TIA with recommendations for off-site road improvements will be required during the final platting phasing of the project. 4) An updated 404 wetland letter will be needed prior to final plat approval. 5) HOA covenant language must include maintenance responsibilities for sewer pump station. The CFPUA will review the language in addition to Planning and Legal staff. 6) All local, State, and Federal mandates may be applicable to the project. NEW HANOVER COUNTY PLANNING & INSPECTIONS DEPARTMENT 230 GOVERNMENT CENTER DRIVE WILMINGTON, NORTH CAROLINA 28403 TELEPHONE (910) 798-7165 FAX (910) 798-7053 ***IMPORTANT NOTICE*** YOU CANNOT EMAIL THIS APPLICATION TO US!!! IT MUST BE SUBMITTED IN PERSON TO THE NHC PLANNING & ZONING DIVISION! Please fill out this application “On Line” and PRINT IT. It must be signed, brought it in along with all applicable fees and all necessary supplemental application materials. Please print a copy for your records. You can reach us at 910-798-7165 if you have any questions about the submittal process. Thank you! Chris O’Keefe, AICP Planning & Inspections Director Dennis Bordeaux Inspections Manager Jane Daughtridge, AICP Planning & Zoning Manager Page 1 of 1 PRD 05/10 SUBMISSION REQUIREMENTS The application will be regarded as incomplete until the following items are received by Planning & Zoning. Your application must include a $300.00 fee and 15 folded maps of the proposed Performance Residential Development. This fee should be payable to New Hanover County and must accompany this application. Applications for Performance Residential Development are received and acted upon by the County’s Technical Review Committee. Planning & Zoning staff will send a copy to each appropriate agency. Written agency comments must be received three (3) weeks prior to the meeting before being placed on the TRC agenda. 1. Streets - Written comments from the North Carolina Department of Transportation approving the design of all public streets or a letter from the County Engineer approving the design of all private streets. 2. Water and Sewer- A letter from the appropriate State or local health agency approving the design of such systems and commitment allocation to serve the project. 3. Drainage- The location of all marshes, watercourses, ditches, drainage channels, with proposed drainage and utility easements water and sewer for the proposed subdivision. 4. A letter from the Soil Conservation Service indicating any acreage from Class IV soils on the property. 5. A letter from County Fire Services approving fire hydrant location and street design. 6. You are encouraged to arrange an informal conference with planning staff at least two (2) weeks prior to submitting an application. By attending this conference, you will improve your chances of submitting a complete and acceptable application. You should bring a rough sketch of your proposal to this conference. Planning & Zoning staff will proceed to advise you of environmental problems, point out significant design problems, describe the r equired improvements, and advise you regarding the required approval letters for water and sewer. A checklist outlining these requirements is available to help you through this process. I certify that all information presented in this application is acc urate to the best of my knowledge. ____________________________________________ ________________________________________ Signature of Property Owner and/or Developer Print Name Name of Applicant or Owner Date of Application Address City, State, Zip Email Address Telephone Number of Owner Name of Surveyor (if different than Owner) Telephone Number of Surveyor (if different than Owner) Address of Surveyor (if different than Owner) City, State, Zip Email Address (if different than Owner) Parcel ID Number Location of Property Square Feet/Acres on Plat Project Name Land Classification NEW HANOVER COUNTY PLANNING & INSPECTIONS DEPARTMENT PERFORMANCE RESIDENTIAL DEVELOPMENT 230 Government Center Drive Suite 110 Wilmington, NC 28403 910-798-7165 phone 910-798-7053 fax www.nhcgov.com Page 1 of 2 PRC 05/10 Site Plan Requirements (Section 51.5-2 of Zoning Ordinance) Scale no smaller than one inch to two hundred feet (1”=200’) Vicinity or location map Name of designer, engineer, or surveyor North arrow and date Owner’s name, address, and phone number on plan Developer (if other than owner) and development name Boundary line of tract to be developed drawn accurately to scale with bearings and distance dimensions Tax map, block and parcel numbers Total gross acres in tract Total acres occupied by all structures including street right-of-way and parking areas Total acres & boundaries of land lying within the 100-year flood plain and below mean high water mark, plus delineation of 100-year flood boundary Boundaries of all open space areas Location of all existing and proposed structures Total number of dwelling units to be constructed with number of bedrooms per unit and location of all multiple dwelling units Location of right-of-way widths of all streets and easements (and other areas to be dedicated to public use) Location and width of all streets, plus names and designation Location and description of all recreational areas and facilities Location of natural features including topographical information (contour interval 2 feet), watercourses, approximate forest lines and topo source Location and size of all proposed utility and drainage facilities Areas to be maintained by association clearly indicated on plan 20’ Setback between attached structures and from peripheral lot lines, 10’ setback between detached structures Parking complies with Article VIII of Zoning Ordinance Conservation Resources Areas identified (COD) Approximate location of 404 Wetlands & Section 10 Wetlands Street Cross Section with typical marl and asphalt depths Within area of proposed thoroughfare (show location if applicable) NEW HANOVER COUNTY PLANNING & INSPECTIONS DEPARTMENT PERFORMANCE DEVELOPMENT CHECKLIST & DENSITY CALCULATIONS 230 Government Center Dr Suite 110 Wilmington, NC 28403 910-798-7165 phone 910-798-7053 fax www.nhcgov.com Page 2 of 2 PRC 05/10 Tree retention and landscaping in accordance with Section 67 Private streets acceptable to County Engineer or public streets acceptable to NCDOT Total acres submerged land, plat area per dwelling unit & acreage of open space Hurricane evacuation plan (if applicable) Unduplicated Development and street names Names and locations of adjoining subdivisions, streets, adjacent property owners Roadway cross-section and drainage design Lot lines, lot numbers, and setback lines Block lengths greater than 400’ but less than 1000’, cul-de-sacs less than 500’ Street jogs are no less than 200’ Street inter-connectivity, (Index 1.4 or greater) Significant tree survey Traffic Impact Analysis (TIA) Water/ Sewer Capacity Letters Street lights Fire hydrant and locations Sidewalks & Pedestrian easements Double frontage lots shall be avoided DENSITY CALCULATIONS: Gross Tract Acreage: _________________________ Less: Area in lakes, ponds, or marshes. Area in Class IV soils as confirmed by Soils Conservation Service. (In lieu of Subtracting Dorovan, Johnston and/or Pamilco soils the developer may choose to preserve 100% of such areas as conservation space. -_________________________ Maximum Density for applicable zone Circle: R-10=3.3, R-15=2.5, R-20=1.9 Net Tract Acreage _________________________ Equal Number of units permitted on site Total Number Units Permitted:_______________________(Net Acreage times Applicable zone factor) Staff Use Only: ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ Needham Environmental Inc. Robert N. Needham, PWS Tom Gulley, NCLSS#1256 9100 Charlestowne Rd. SE P.O. Box 960 Winnabow, NC 28479 Wilmington, NC 28402 Office/Fax (910)371-6082 Office/Fax (910)795-0319 needhambud@ec.rr.com tgulley@gmail.com ______________________________________________________________________ January 11, 2016 Jack Carlisle 6025 Tarin Road Wilmington, NC 28409 RE:Addendum to the Needham Environmental, Inc. Class IV Soils investigation, dated December 16, 2015 & January 11, 2016, for the remaining portions of the Heglar Commons Tract, New Hanover County, North Carolina. Dear Mr. Carlisle: On July 27, 2016, Needham Environmental, Inc. made a site visit to the Heglar Commons tract, located north of Lieutenant Congleton Road. The purpose of this visit was to evaluate any areas on the tract that are shown as Class IV Soils in the current New Hanover County Soil Survey, but not evaluated in the two previous Class IV Soil Reports by Needham Environmental, Inc, dated December 16, 2015 and January 11, 2016. The original areas evaluated are shown with a “Green” border on the attached map. The same methodologies and procedures outlined in the original Class IV Soils Report, dated December 16 2015th were used to evaluate these additional areas. There were two additional areas encountered that contained Class IV Soils, which are a the small 100' by 120' area shown in “Red” near the northwestern property line and another small 150' by 200' area shown in “Red” in the center to northern portion of the tract and adjacent to the area that was previously evaluated. These two areas, along with the larger area shown in “Red” within the portion of the tract that was previously evaluated, are the only areas on the property that were mapped as Class IV Soil in the current New Hanover County Soil Survey and were found to actually contain Class IV soils from our evaluation of the site. All areas shown in “White” were mapped as Class IV Soils in the current New Hanover County Soil Survey, but were found to be the Murville Soil Series from our evaluation of the site , which is a Class III Soil. If your have any questions or concerns regarding this report, please contact me at (910)795-0319, (910)297-1282, or by e-mail at tgulley@gmail.com. Sincerely, J. Tom Gulley, Jr. North Carolina Soil Scientist License# 1256 cc:James Yopp Enclosure (1) 03-15-088/ClassIVmap.cdr Heglar Commons New Hanover County, NC Final Class IV Soils Map Needham Environmental, Inc. Wilmington, NC August 2016 Environmental Consultants NN Areas mapped as the Pamlico Soil Series, a Class IV Soil, in the Soil Survey of New Hanover County, North Carolina. Due to the oxidation of organic matter in upper portions of the soil profile from the adjacent drainage, these soils are now in the Murville Soil Series, which is a Class III Soil. This is not a survey. The information contained on this map has been paced in the field and interpreted using an aerial photograph. The distances and acreages shown are approximate and not meant to be absolute. Property Boundary Class IV Soils boundary from the Soil Survey of New Hanover County, North Carolina. The Class IV Soils are the Pamlico Soil Series. Areas mapped as the Pamlico Soil Series, a Class IV Soil, in the Soil Survey of New Hanover County, North Carolina. These areas have contain high organic matter concentrations in the soil profile and would still be classified as the Pamilco Soil Series. X#Soil profile description location Area mapped in previous Needham Environmental, Inc. reports dated 12/16/2015 & 1/11/2016. X2X2 X1 CLASS I & III SOILS (Kr & Ly) CLASS I & III SOILS (Kr & Ly) CLASS III SOILS (Le, Ly, & Mu) CLASS III SOILS (Le, Ly, & Mu) SCALE 1" = 500' LEGEND Map Source: USDA Web Soil Survey 32 33 3435 363738 3940 41 42 43 44 45 46 47 49 31 51 SS F M SS F M SS F M SS F M SS F M 525354 55 56 57 58 59 60 61 62 140 139 138 137 136 135 134 133 132 130 129 128 127 126 125 124 123 122 120119118117116115114113112 111 110 109 108 107 106 105 104 103 102 101100 99 98 9796 69 68 70717273 74 75 76 77 78 67 66 65 64 63 8081 82838485 86 87 88 89 90 91 92 93 94 95 141 144 145 142143 146 147148 149 150151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 L 32 33 3435 363738 3940 41 42 43 44 45 46 47 49 31 51 SS F M SS F M 525354 55 56 57 58 59 60 61 62 140 139 138 137 136 135 146 147148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 SS F M SS F M SS F M SS F M SS F M SS F M SS F M SS F M SS F M 134 133 132 130 129 128 127 126 125 124 123 122 120119 118117116 115114 113112 111 110 109 108 107 106 105 104 103 102 101100 99 98 9796 69 68 7071 72 73 74 75 76 77 78 67 66 65 64 63 80 81 82 8384 85 86 87 88 89 90 91 92 93 94 95 141 144 145 142143 32 33 3435 363738 3940 41 42 43 44 45 46 47 49 31 51 525354 55 56 57 58 59 60 61 62 140 139 138 137 136 135 134 133 132 130 129 128 127 126 125 124 123 122 120119118117116 115114113112 111 110 109 108 107 106 105 104 103 102 101100 99 98 9796 69 68 70717273 74 75 76 77 78 67 66 65 64 63 8081 828384 85 86 87 88 89 90 91 92 93 94 95 141 144 145 142143 146 147148 149150151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 32 33 3435 363738 3940 41 42 43 44 45 46 47 49 31 51 525354 55 56 57 58 59 60 61 62 140 139 138 137 136 135 134 133 132 130 129 128 127 126 125 124 123 122 120119118117116115114113112 111 110 109 108 107 106 105 104 103 102 10110099 98 9796 69 68 70717273 74 75 76 77 78 67 66 65 64 63 8081 82 8384 85 86 87 88 89 90 91 92 93 94 95 141 144 145 142143 146 147148 149 150151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 LINE TABLE LINE TABLE 32 33 3435 363738 3940 41 42 43 44 45 46 47 49 31 51 525354 55 56 57 58 59 60 61 62 140 139 138 137 136 135 134 133 132 130 129 12 103 102 69 68 70717273 74 75 76 77 78 67 66 65 64 63 8081 828384 85 86 87 88 89 90 91 92 93 146 147148 149 150151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188