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HomeMy WebLinkAboutSW8190210_Historical File_20190529 �; #STATE .,. 1 d ROY COOPER i ( - Governor r SIN' ; MICHAEL S.REGAN ' Secretary ,max r, ` S.DANIEL SMITH NORTH CAROLINA Interim Director Environmental Quality May 29, 2019 A. Sydes Construction, Inc. Attn:Anthony W. Sydes,President 100 Carolina Plantation Blvd. Jacksonville,NC 28546 Subject: State Stormwater Management Permit No. SW8 190210 Swansgate Low Density Subdivision Project with a Curb Outlet Swale System Onslow County Dear Mr. Sydes: The Wilmington Regional Office received a complete State Stormwater Management Permit Application for the subject project on February 28,2019. Staff review of the plans and specifications has determined that the project, as proposed,will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 effective January 1,2017. We are forwarding Permit No. SW8 190210 dated May 29,2019,for the construction, operation and maintenance of the stormwater control measures (SCMs),built-upon areas, as well as the stormwater collection system and/or vegetated conveyance system associated with the subject project. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein, and does not supersede any other agency permit that may be required. Please pay special attention to the permit conditions regarding the limitation of built-upon area,modification of the project,the operation and maintenance of the vegetated conveyance system, and the procedures for changing ownership of and/or transferring the permit. Please also pay attention to the permit conditions that requires the recordation of deed restrictions and protective covenants, easements, and the maintenance agreement,which must all be provided along with certification upon completion of the project. Failure to comply with these requirements will result in future compliance problems. If any parts,requirements, or limitations contained in this permit are unacceptable,you have the right to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within thirty(30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,Raleigh,NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter,please contact Steve Pusey in the Wilmington Regional Office, at(910) 796-7215. Si rely, (Ds- CS(.:...C94 .S.Danie mi Interim Director Division of Energy, Mineral and Land Resources Enclosures: Attachment A—Certification Forms Attachment B—Built-Upon Area Allocation Application Documents GDS/sgp: \1\Stormwater\Permits&Proj ects120 1 911 9021 0 LD\2019 05 permit 190210 cc: Jonathan L.McDaniel,PE—Bell and Phillips Onslow County Building Inspections Onslow County Engineering NCDOT District Engineer Wilmington Regional Office Stormwater File . North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources DE • ,-) Wilmington Regional Office 1127 Cardinal Drive Extension , Wilmington,North Carolina 28405 oep.0 d n.n xonmenmpwity 910.796.7215 84 S State Stormwater Management Permit No. SW8 190210 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT LOW DENSITY SUBDIVISION DEVELOPMENT WITH A CURB OUTLET SWALE SYSTEM In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO A Sydes Construction, Inc. Swansgate At Swansboro Loop Road and Math Street Extension, Onslow County FOR THE construction, operation and maintenance of a 24% low density subdivision project with a curb outlet swale system in compliance with the provisions of Title 15A NCAC 2H .1000 effective January 1, 2017 (the "stormwater rules") and the approved stormwater management plans, application, supplement(s), specifications, and other supporting data (the "approved plans and specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit. This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the management of stormwater described in the approved plans and specifications. The overall percent of built-upon area (BUA) permitted for the project must not exceed 24% per the requirements of the stormwater rules. This permit covers the construction of a total of 229,474 square feet of BUA, which includes 228,870 square feet of proposed BUA and 604 square feet of future BUA allocation. 2. Each of the 37 lots are limited to a maximum amount of built-upon area as indicated in Attachment B of this permit and as indicated in the approved plans and specifications. 3. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface waters, measured horizontally from the normal pool elevation of impounded structures, from the top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters, perpendicular to the shoreline in accordance with the stormwater rules and the approved plans and specifications. All stormwater runoff, including roof drains, shall be released as dispersed flow no closer than at the edge of the vegetated setback. At no time shall stormwater runoff be piped into or through the setback. BUA may not be added to the vegetated setback except as shown on the approved plans or in the following instances where the BUA has been minimized and channelizing runoff from the BUA is avoided: a. Water dependent structures; and b. Minimal footprint uses such as poles, signs, utility appurtenances, and security lights that cannot practically be located elsewhere. Page 1 of 6 State Stormwater Management Permit No. SW8 190210 4 This project has maximized dispersed flow of stormwater runoff through vegetated areas and minimized the channelization of flow. Stormwater runoff that could not be released as dispersed flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (H:V) designed to not erode during the peak flow from the 10-year storm event as defined in the stormwater rules and approved by the Division. 5. This project proposes a curb outlet system. Each designated curb outlet must convey stormwater runoff to a vegetated conveyance or vegetated area as shown on the approved plans and specifications. The conveyance must be maintained with a dense vegetated cover at a minimum of 100' long, side slopes at 3:1 (H:V) or flatter, a minimum bottom width of 2 feet, and a longitudinal slope no steeper than 5% in order to carry the peak flow from the 10-year storm at a non-erosive velocity 6. No piping shall be allowed except those minimum amounts necessary to direct stormwater runoff beneath a BUA such as a road or driveway when it cannot be avoided. 7. The peak flow from the 10-year storm event shall not cause erosion downslope of the stormwater outlet discharge point. II. SCHEDULE OF COMPLIANCE 1. The project shall be constructed, operated and maintained in accordance with the conditions of this permit and the approved plans and specifications. 2. Curb outlet swales, vegetated areas and vegetated conveyances shall be entirely constructed, vegetated, and operational prior to the construction of any individual lot development, per the approved plans and specifications. 3. During construction, erosion shall be kept to a minimum and any eroded areas of the on-site stormwater system will be repaired immediately. 4. All vegetated conveyance systems, stormwater collection systems, and/or maintenance accesses must be located in public rights-of-way, dedicated common areas that extend to the nearest public right-of-way, and/or permanent recorded easements that extend to the nearest public right-of-way for the purpose of inspection, operation, maintenance, and repair. 5. The permittee shall provide and perform the operation and maintenance necessary, as listed in the signed Operation and Maintenance Agreement titled Swale System Maintenance Requirements, to assure that the permittcd curb outlet swales and vegetated conveyance system functions at the approved design condition. The approved Operation and Maintenance Agreement is incorporated by reference into this permit and must be followed in its entirety and maintenance must occur at the scheduled intervals. 6. The operation and maintenance agreement must be recorded with the Office of the Register of Deeds. 7. Records of maintenance activities must be kept and made available upon request to authorized personnel of the Division. The records will indicate the date, activity, name of person performing the work and what actions were taken. 8. The final plats for the project must be recorded with the Office of the Register of Deeds prior to the sale of lots. The recorded plat must reference the Operation and Maintenance Agreement and must also show all public rights-of-way, dedicated common areas, and/or permanent drainage easements, in accordance with the approved plans. Page 2 of 6 State Stormwater Management Permit No. SW8 190210 9. Recorded deed restrictions and protective covenants must be recorded with the Office of the Register of Deeds, will be incorporated into this permit by reference, and include, at a minimum, the following statements related to stormwater management: a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number SW8 190210, as issued by the Division of Energy, Mineral and Land Resources under NCAC 2H.1000. b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. c. These covenants are to run with the land and be binding on all persons and parties claiming under them. d. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the Division. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division. f. The maximum built-upon area per lot is as shown in Attachment B. This allotted amount includes any built-upon area constructed within the lot property boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area has the same meaning as G.S. 143-214.7, as amended. g. Built-upon area in excess of the permitted amount will require-a permit modification to ensure compliance with the permit and stormwater rules. h. Filling in, piping or altering any vegetated conveyances (ditches, swales, etc.) associated with the development, except for average driveway crossings, is prohibited by any persons. i. Filling in, piping or altering any designated curb outlet swale or vegetated area associated with the development is prohibited by any persons. j. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface waters, measured horizontally from the normal pool elevation of impounded structures, from the top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters, perpendicular to the shoreline. k. All roof drains shall be released as dispersed flow no closer than at the edge of the 50-foot vegetated setback. At no time shall stormwater runoff be piped into or through the setback. I. Each designated curb outlet must convey stormwater runoff to a vegetated conveyance or vegetated area as shown on the approved plans and must be maintained at a minimum of 100' long, 3:1 (H:V) side slopes or flatter, a minimum bottom width of 2 feet; have a longitudinal slope no steeper than 5%, carry the peak flow from the 10-year storm at a non- erosive velocity, and dense vegetated cover. m. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the Stormwater Rules is subject to enforcement procedures as set forth in NCGS 143, Article 21. 10. For the entire project, the deed restrictions and protective covenants outlined in Section II. 9 of this permit must be recorded with the Office of the Register of Deeds prior to the sale of individual lots or groups of lots. 11. For each lot,the permittee shall record deed restrictions and protective covenants prior to the issuance of a certificate of occupancy to ensure the permit conditions and the approved plans and specifications are maintained in perpetuity. 12. The maximum built-upon area assigned to each lot via this permit and the recorded deed restrictions and protective covenants may not be increased or decreased by either the individual lot owner or the permittee unless and until the permittee notifies the Division and obtains written approval from the Division. Page 3 of 6 State Stormwater Management Permit No. SW8 190210 13. The permittee shall review each lot for new construction and all subsequent modifications and additions to ensure compliance with the conditions of the permit and the approved plans and specifications. The plans reviewed must include all proposed built-upon area, grading, and driveway pipe placement. The permittee shall not approve any lot plans where the maximum allowed built-upon area has been exceeded, or where modifications to the grading or to the storm drainage system are proposed unless and until a permit modification has been approved by the Division. The permittee may establish an Architectural Review Board (ARB) or Committee (ARC) to conduct these reviews. However, any approval given by the ARB or ARC on behalf of the permittee does not relieve the permittee of the responsibility to maintain compliance with the conditions of the permit and the approved plans and specifications. 14. The permittee is responsible for verifying that the proposed built-upon area on each individual lot and for the entire project does not exceed the maximum amount allowed by this permit. The permittee shall routinely monitor the lots for compliance with permit, the approved plans and specifications, and the recorded deed restrictions and protective covenants. The permittee shall notify any lot owner that is found to be in noncompliance with the conditions of this permit in writing, and shall require timely resolution. 15. Upon completion of the project, the permittee shall determine whether or not the project is in compliance with the permitted plans and take the necessary following actions: a. If the permittee determines that the project is in compliance with the permitted plans, then within 45 days of completion, the permittee shall submit to the Division one hard copy and one electronic copy of the following: i. The completed and signed Designer's Certification provided in Attachment A noting any deviations from the approved plans and specifications. Deviations may require approval from the Division; ii. A copy of the recorded maintenance agreement; iii. Unless already provided, a copy of the recorded deed restrictions and protective covenants; and iv. A copy of the recorded plat delineating the public rights-of-way, dedicated common areas and/or permanent recorded easements, when applicable. b. If the permittee determines that the project is not in compliance with the permitted plans, the permittee shall submit an application to modify the permit within 30 days of completion of the project or provide a plan of action, with a timeline, to bring the site into compliance. Page 4 of 6 State Stormwater Management Permit No. SW8 190210 16. No person or entity, including the permittee, shall alter any component shown in the approved plans and specifications, except for minimum driveway crossings. Prior to the construction of any modification to the approved plans, the permittee shall submit to the Director, and shall have received approval for modified plans, specifications, and calculations including, but not limited to, those listed below. For changes to the project or SCM that impact the certifications, a new or updated certification(s), as applicable, will be required and a copy must be submitted to the appropriate DEQ regional office upon completion of the modification. a. Any modification to the approved plans and specifications, regardless of size including the stormwater control measures, built-upon area, details, etc. b. Redesign or addition to the approved amount of built-upon area or to the drainage area. c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project area as reported in the approved plans and specifications. d. Altering, modifying, removing, relocating, redirecting, regrading or resizing of any component of the approved stormwater control measure, stormwater collection system and/or vegetative conveyance system shown on the approved plan, except for minimum driveway crossings within the low density area. e. The construction of any allocated future BUA. f. Adding the option to use permeable pavement or#57 stone within the lots as a permeable surface. The request may require a proposed amendment to the deed restrictions and protective covenants for the subdivision to be submitted and recorded. g. The construction of any permeable pavement, #57 stone area, public trails, or landscaping material within the common areas to be considered a permeable surface that were not included in the approved plans and specifications. h. Other modifications as determined by the Director. 17. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of modified plans and certification in writing to the Director that the changes have been made. 18. Prior to transfer of the permit, a file review and site inspection will be conducted by Division personnel to ensure the permit conditions have been met and that the project and the on-site stormwater system complies with the permit conditions. Any items not in compliance must be repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities performed to date may be requested. III. GENERAL CONDITIONS 1. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21. 2. The issuance of this permit does not preclude the permittee from complying with and obtaining any other permits or approvals that are required for this development to take place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local, State or Federal government agency having jurisdiction. Any activities undertaken at this site that cause a water quality violation or undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6. 3. In the event that the project fails to meet the requirements of a low density project, the permittee shall take immediate corrective actions. This includes actions required by this Division and the stormwater rules such as the construction of an additional or replacement vegetated conveyance system and/or stormwater control measures. These additional or replacement measures shall receive a permit from the Division prior to construction. Page 5 of 6 State Stormwater Management Permit No. SW8 190210 4 Permit Transfer: This permit is not transferable to any person or entity except after notice to and approval by the Director. The permittee shall submit a completed and signed "Permit Transfer Application Form" (available on the Division website) accompanied by the required fee and supporting documentation as listed on the form, to the Division at least 60 days prior to any one or more of the following events: a. The sale or conveyance of the project area in whole or in part, except in the case of an individual lot sale that is made subject to the recorded deed restrictions and protective covenants; b. The assignment or conveyance of declarant rights to another individual or entity; c. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of NCGS 143-214.7(c2); d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or NCGS 57D-6-07 and 08; e. Bankruptcy; f. Foreclosure, subject to the requirements of Session Law 2013-121; 5. Current Permittee Name or Address Changes: The permittee shall submit a completed "Permit Information Update Application Form" (available on the Division website) to the Division within 30 days to making any one or more of the following changes: a. A name change of the current permittee; b. A name change of the project; c. A mailing address change of the permittee; 6. The permittee is responsible for compliance with all terms and conditions of this permit until the Division approves the transfer request. Neither the sale of the project, in whole or in part, nor the conveyance of common area to a third party constitutes an approved transfer of the permit. 7. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. 8. The permit issued shall continue in force and effect until the permittee files a request with the Division for a permit modification, transfer, or rescission; however, these actions do not stay any permit conditions. 9. Approved plans, application documents, supplements, calculations, operation and maintenance agreement, and specifications for this project are incorporated by reference and are enforceable parts of the permit. A copy of this permit, application, supplements, operation and maintenance agreement, and approved plans and specifications shall be maintained on file by the permittee. 10. Unless specified elsewhere, permanent seeding requirements for the on-site stormwater system must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 11. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al. Permit issued this the 29th day of May 2019. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A7KS. Daniel Amith, Interim Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Permit Number SW8 190210 Page 6 of 6 DEMLR USE ONLY Dca,4 Recei ed Fee Paid Permit Number i 3ss1 4sos. s'cc�$ IR onto Applicable Rules: ❑Coastal SW 1995 ❑Coastal SW-2008 ❑Ph II-Post Construction (select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal Stormwater Management Plan 0 Other WQ Mgmt Plan: State of North Carolina Department of Environment and Natural Resources Division of Energy,Mineral and Land Resources STORMWATER MANAGEMENT PERMIT APPLICATIO 4i • This form may be photocopied for use as an original `"' "" ' I. GENERAL INFORMATION ' FEB 2 0 CZ l! f .s 1. Project Name(subdivision,facility,or establishment name-should be consistent witfuroject name on plans, specifications,letters,operation and maintenance agreements,etc.): Swansgate 2. Location of Project(street address): Fronts both Swansboro Loop Road and Main Street Extension(22 acres) City: Swansboro County: Onslow Zip: 28584 3. Directions to project(from nearest major intersection): From the intersection of NC Hwy 24 and Main Street Extension(SR 1447)in Swansboro,head east towards downtown Swansboro. Project is on left approximately 2/3 mile down from intersection. 4. Latitude: 34°41'48.1"N Longitude: 77°07'37.6"W of the main entrance to the project. IL PERMIT INFORMATION: 1.a.Specify whether project is(check one): New ❑Modification ❑Renewal w/ Modificationt tRenewals with modifications also requires SWU-102-Renewal Application Form b.If this application is being submitted as the result of a modification to an existing permit,list the existing permit number ,its issue date(if known) ,and the status of construction: :Not Started Partially Completed* ❑Completed* *provide a designer's certification 2. Specify the type of project(check one): ®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ['Other 3. If this application is being submitted as the result of a previously returned application or a letter from DEMLR requesting a state stormwater management permit application,list the stormwater project number, if assigned, and the previous name of the project,if different than currently proposed, 4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): :LAMA Major ®Sedimentation/Erosion Control:18.1 ac of Disturbed Area ❑NPDES Industrial Stormwater ❑404/401 Permit:Proposed Impacts b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number, issue date and the type of each permit: 5. Is the project located within 5 miles of a public airport? No Dyes If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations Form SWU-101 Version Oct.31,2013 Page 1 of 6 III. CONTACT INFORMATION 1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee, designated government official,individual,etc.who owns the project): Applicant/Organization: A.Sydes Construction,Inc. Signing Official&Title: Anthony W.Sydes,President b.Contact information for person listed in item 1a above: Street Address: 100 Carolina Plantation Blvd. City: Jacksonville State: NC Zip: 28546 Mailing Address(if applicable): City: State: Zip: Phone: (910 ) 455-6956 Fax: ( ) k , y. Email: leahquinn@sydescommunities.com FEB 2 8 20 a c.Please check the appropriate box.The applicant listed above is: ®The property owner(Skip to Contact Information,item 3a) ❑Lessee*(Attach a copy of the lease agreement and complete Contact Information,t n a an a ow ❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and 2b below) ❑Developer*(Complete Contact Information,item 2a and 2b below.) 2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the person who owns the property that the project is located on): Property Owner/Organization: Signing Official&Title: b.Contact information for person listed in item 2a above: Street Address: City: State: Zip: Mailing Address(if applicable): City: State: Zip: Phone: ( ) Fax: ( ) Email: 3.a. (Optional)Print the name and title of another contact such as the projects construction supervisor or other person who can answer questions about the project: Other Contact Person/Organization: Signing Official&Title: b.Contact information for person listed in item 3a above: Mailing Address: City: State: Zip: Phone: ( ) Fax: ( ) Email: 4. Local jurisdiction for building permits: Town of Swansboro Point of Contact Phone#: ( ) Form SWU-101 Version Oct.31,2013 Page 2 of 6 IV. PROJECT INFORMATION 1. In the space provided below,briefly summarize how the stormwater runoff will be treated. Stormwater treatment provided under low density requirements for"Other Coastal County Water"with 24% impervious area. Project has curb outlet system that drains to 5 trapezoidal grassed swales before discharging to the Main Street Extension roadside ditch. 2.a.If claiming vested rights,identify the supporting documents provided and the dale they were approved: ❑Approval of a Site Specific Development Plan or PUD Approval Date: ❑Valid Building Permit Issued Date: ❑Other: Date: E .b.If claiming vested rights,identify the regulation(s)the project has been designed in accord ,f with: �I""i ❑Coastal SW-1995 ❑Ph II-Post Construction FED 2 8 2-h. i I 3. Stormwater runoff from this project drains to the River basin. BY: 4. Total Property Area: 21.95 acres 5. Total Coastal Wetlands Area:0 acr 6. Total Surface Water Area:0 acres 7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project Area+: 21.95 acres + Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water (MHW)line,and coastal wetlands landward from the NHW(or MHVV)Iine. The resultant project area is used to calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(orMHVV)line may be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 = 24.00 % 9. How many drainage areas does the project have? (For high density,count 1 for each proposed engineered stormwater BMP. For low density and other projects,use 1 for the whole property area) 10. Complete the following information for each drainage area identified in Project Information item 9. If there are more than four drainage areas in the project,attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area Drainage Area_ Drainage Area Receiving Stream Name White Oak River Restrct.Area Stream Class * SC Stream Index Number* 20-32 Total Drainage Area(sf) 956,142 On-site Drainage Area(sf) 956,142 Off-site Drainage Area(sf) 0 Proposed Impervious Area**(sf) 229,474 % Impervious Area**(total) 24.00 Impervious" Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area On-site Buildings/Lots(sf) 150,100 On-site Streets (sf) 54,779 On-site Parking (sf) On-site Sidewalks (sf) 23,991 Other on-site (sf) Future(sf) 604 Off-site (sf) Existing BUA***(sf) Total (sf): 229,474 * Stream Class and Index Number can be determined at: http:I/portal.ncdenr.org/eweb/wq/ps/csu/classifications ** Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas, sidewalks,gravel areas,etc. Form SWU-101 Version Oct.31,2013 Page 3 of 6 ***Report only that amount of existing BUA that will remain after development.Do not report any existing BUA that is to be removed and which will be replaced by new B LIA. 11. How was the off-site impervious area listed above determined?Provide documentation. Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened& Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15,4 NCAC 02B.0600. V. SUPPLEMENT AND O&M FORMS The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms must be submitted for each BMP specified for this project. The latest versions of the forms can be from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual. ' ; '► ! VI. SUBMITTAL REQUIREMENTS FED 2 0 201,3 P Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed app ca o instruction sheet and BMP checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the interactive online map athttp://portal.ncdenr.org/web/wq/ws/su/maps.) Please indicate that the following required information have been provided by initialing in the space provided for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions for each submitted application package fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. ials 1. Original and one copy of the Stormwater Management Permit Application Form. 2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants tzt 'y Form. (if required as per Part VII below) 3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M 9041 agreement(s)for each BMP. 4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to 00 41 http://www.envhelp.org/pages/onestopexpress.html for information on the Express program and the associated fees. Contact the appropriate regional office Express Permit Coordinator for additional information and to schedule the required application meeting.) 5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor it" the project. This is required in addition to the brief summary provided in the Project Information,item 1. 6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2 mile radius on the map. 7. Sealed,signed and dated calculations(one copy). /`1" 8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: 9L'wj a. Development/Project name. b. Engineer and firm. c. Location map with named streets and NCSR numbers. d. Legend. e. North arrow. f. Scale. g. Revision number and dates. h. Identify all surface waters on the plans by delineating the normal pool elevation of impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal waters,and any coastal wetlands landward of the MHW or NHW lines. e Delineate the vegetated buffer landward from the normal pool elevation of impounded structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters. i. Dimensioned property/project boundary with bearings&distances. j. Site Layout with all BUA identified and dimensioned. k. Existing contours,proposed contours,spot elevations,finished floor elevations. 1. Details of roads,drainage features,collection systems,and stormwater control measures. m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a qualified person. Provide documentation of qualifications and identify the person who made the determination on the plans. Form SWU-101 Version Oct.31,2013 Page 4 of 6 n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations. o. Drainage areas delineated(included in the main set of plans,not as a separate document). p. Vegetated buffers(where required). 9. Copy of any applicable soils report with the associated SHWT elevations(Please identify N/A elevations in addition to depths)as well as a map of the boring locations with the existing elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the project area clearly delineated. For projects with infiltration BMPs,the report should also include the soil type,expected infiltration rate,and the method of determining the infiltration rate. (Infiltration Devices submitted to WiRO:Schedule a site visit for DEIVILR to verify the SHVVT prior to submittal, (910) 796-7378.) 10. A copy of the most current property deed.Deed book: 4797 Page No: 783 91441 11. For corporations and limited liability corporations(LLC):Provide documentation from the NC /" ' Secretary of State or other official documentation,which supports the titles and positions held by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e). The corporation or LLC must be listed as an active corporation in good standing with the NC Secretary of State,otherwise the application will be returned. a . http://www.secretary.state.nc.us/Corporations/CSearch.aspx VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS FED er For all subdivisions,outparcels,and future development,the appropriate property restrictions eVrotective covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the propos BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-stormwater- forms docs.Download the latest versions for each submittal. In the instances where the applicant is different than the property owner,it is the responsibility of the property owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring that the deed restrictions are recorded. By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and protective covenants for this project,if required,shall include all the items required in the permit and listed on the forms available on the website,that the covenants will be binding on all parties and persons claiming under them,that they will run with the land,that the required covenants cannot be changed or deleted without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot. VIII. CONSULTANT INFORMATION AND AUTHORIZATION Applicant Complete this section if you wish to designate authority to another individual and/or firm(such as a consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as addressing requests for additional information). Consulting Engineer: Jonathan L.McDaniel,PE Consulting Firm: Bell and Phillips Mailing Address: 604-E Cedar Point Blvd. City: Cedar Point State: NC Zip: 28584 Phone: (252 ) 393-6101 Fax: f ) Email: jmcdaniel@parkerjacksonville.com IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out, complete this section) I,(print or type name of person listed in Contact Information,item 2a) ,certify that I own the property identified in this permit application,and thus give permission to(print or type name of person listed in Contact Information,item la) with(print or type name of organization listed in Contact Information,item la) to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittal,which indicates the party responsible for the operation and maintenance of the stormwater system. Form SWU-101 Version Oct.31,2013 Page 5 of 6 As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6. Signature: Date: I, ,a Notary Public for the State of ,County of ,do hereby certify that personally appeared before me this_day of ,and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal, SEAL My commission expires iiEcrEfimir...7.P\ i, - FE0 2 8 20iJ ;I X. APPLICANT'S CERTIFICATION BY I, (print or type name of person listed in Contact Information,item 1a) Anthony W. Sydes , certify that the information included on this permit application form is,to the best of my knowledge,correct and that the project will be constructed in conformance with the approved plans,that the required deed restrictions and protective covenants will be recorded,and that the proposed project complies with the requirements of the applicable storm r rules underk 15 NCAC 2H.1 00 and any other applicable state stormwater requirements. Signature: Date: - I g" 1 L{ I,- -10 0 Y'4. 3 k'7x ,a Notary Public for the State of IA• C % ,County of Un.5\O W ,do hereby certify that £hr'ho rlti W. SLid e_s personally appeared before me this ledZ of 9C._g--)0 - ,orb t C) ,and owledge the due execution of the application for a stormwater permit. Witness my hand and official seal, t'l alZ r 1-1 \`\\�111111 ,/ O p T AR j. SEAL PO BOG v 5..iyS ,Ck,•• My commission expires -L - I C —o2 b 43.0 ',•/�VW CO,•\\\ Form SWU-101 Version Oct.31,2013 Page 6 of 6 Low Density Residential Subdivisions with Curb Outlet Swales Deed Restrictions & Protective Covenances In accordance with Title 15 NCAC 02H.1000, the Stormwater Management Regulations, deed restrictions and protective covenants are required for Low Density Residential Subdivisions with curb outlet swales, where lots will be subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the development maintains a built-upon area consistent with the applicable regulation governing the density level. I, Anthony W. Svdes acknowledge and affirm by my signature below, that I will cause the following deed restrictions and protective covenants to be recorded for Swansoate prior to the sale of any lot: 1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number Sal g I Ro 2 io , as issued by the Division of Energy, Mineral and Land Resources under the Stormwater Management Regulations. 2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the stormwater management permit. 3. These covenants are to run with the land and be binding on all persons and parties claiming under them. 4. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources. 5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of Energy, Mineral and Land Resources. 6. The maximum allowable built-upon area per lot is 4,300 square feet for lots 3, 4, 8, 9, 28, 29, 30 and 4,000 square feet for all other lots. This allotted amount includes any built-upon area constructed within the lot property boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open wood decking, or the water surface of swimming pools. 7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management calculates a different maximum allowable built-upon area for that lot than is shown herein, the governing maximum built-upon area for that lot shall be the most restrictive of the two. 8. This project includes a curb outlet system. Each designated curb outlet swale shall be maintained in accordance with the designs shown on the approved plans. This requires a minimum of 100'long with 3:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non-erosive manner, maintain a trapezoidal cross-section with a minimum bottom width of 2, and maintain a dense vegetated cover. 9. Filling in or piping of any vegetative conveyances(ditches, swales, etc.) associated with the development except for average driveway crossings, is strictly prohibited by any persons. 10. Each lot will maintain a 30*foot wide vegetated buffer between all impervious areas and surface waters. 11. All roof drains shall terminate at least 30*foot from the mean high water mark of surface waters. 12. Filling in, piping or altering any designated 3:1 curb outlet swale associated 11,444944ehapplantis prohibited by any persons. t:. ' I'i IL.1: '. *50 foot for proiecrs located in the 20 coastal counties. FED 2 8 2C I Form DRPC-6 Rev 20170420 Page 1 of 2 Low Density Residential Subdivisions with Curb Outlet Swales Deed Restrictions & Protective Covenances '-'2/1/6.1 Signature: 11 )I, Date: 0 — I g — 19 i, T'��O Y'o h 1 6 , a Notary Public in the State of , e . , County of V l St c Z , do hereby certify that Are---4,orN V - SiAck`es personally appeared before me this the 1 o day of *i.e - (4,ua U , 20 9 , and acknowledge the due execution of the foregoing instrument. Witness my hand ani flfficilll,seal, L)A,101 Signature G O A R y My Commission expires �1 --Li -, pa,° '°UBL►G y :::::::- ,,/1s/ow lcoo� \\\\, 11110 4 [[[ 1 FED 2 8 20 J 1 BY:__________ ... Form DRPC-6 Rev 20170420 Page 2 of 2 Pusey, Steven From: Pusey, Steven Sent: Wednesday, May 29, 2019 9:21 AM To: 'Jonathan McDaniel' Subject: Swansgate, SW8 190210 Attachments: 2019 05 supp_ez 190210.pdf Jonathan, Instead of waiting for your digital version, I scanned in your hard copy submittal. See attached. should have this permit out later today. Regards, l teve Acsey Steve Pusey, El Environmental Engineer El Division of Energy, Mineral and Land Resources—State Stormwater Department of Environmental Quality 910 796 7215 office 910 796 7334 direct <s`evon.pusc v@ncdepr.aev 127 Cardinal Drive Ext. Wilmington, NC 28405 3efor pr.>tiny this c:nril,p.!ea:;^consider your 5ra?gct and the envirt,,nrnent. 1 Pusey, Steven From: Pusey, Steven Sent: Friday, May 24, 2019 3:21 PM To: Jonathan McDaniel Subject: RE: [External] Swansgate - SW8 190210 Jonathan, Sorry it has taken longer than I thought to get to this one. I would like to request that you submit the Supplement-EZ form in electronic format. Can you send me a copy via email. This form has hand-written information in the hard copy. Is there a way you can make it all digital? I think that is all the information I need. I went over everything else briefly and didn't see any problems. Have a great Memorial Day weekend! Thanks, Jteve eft , Steve Pusey,El Environmental Engineer II Division of Energy, Mineral and Land Resources State Stormwater Department of Environmental Quality 910 796 7215 office 910 796 7334 direct Keven_pt!ieyQn_deru..s12v 127 Cardinal Drive Ext. Wilmington, NC 28405 fare printiiq this Elm,� :,ease con ' Er your bu Jj=is and: e environment ent. From:Jonathan McDaniel <JMcDaniel@parkerjacksonville.com> Sent:Wednesday, April 10, 2019 3:56 PM To: Pusey,Steven<steven.pusey@ncdenr.gov> Subject: [External] Swansgate -SW8 190210 K• .. YSeto . .. . _. !r>atsrt}�ai c�Ur�:a�i. � cCi�m,,.it UnitsUnitsGI'% ������s unless vuveri verify.�, "o aN su?tc#ous errtati as in attachment to 1 Good afternoon Steve, Just checking to see if you have any status on review for a subdivision in Swansboro called Swansgate (SW8 190210). have that it was accepted on Feb. 28th. No pressure, and not trying to be pushy... I have a planning board meeting with the Town at the end of this month, and would like to be able to report back on all permitting for the project. I appreciate your time... I know you all are slammed at the moment. Thanks, Jonathan L. McDaniel, PE BELL AND PHILLIPS Engineers*Surveyors*Planners 604E Cedar Point Boulevard Cedar Point, NC 28584 (252) 393-6101 Firm License Number- F0108 www.BellandPhillips.com 2 Burd, Tina J From: Burd,Tina J Sent: Friday, March 1, 2019 11:48 AM To: leahquinn@sydescommunities.com'; 'jmcdaniel@parkerjacksonville.com' Subject: SW8 190210 - Swansge.te The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources(Stormwater Section)accepted the Stormwater Permit Application and$505.00 fee for the subject project on February 28, 2019. The project has been assigned to Steve Pusey and you will be notified if additional information is needed. Please be advised that the construction of built-upon area may not commence until the Stormwater Permit is issued. Tina Burd Administrative Associate II Wilmington Regional Office Division of Environmental Assistance&Customer Service Phone 910-796-7215 NCDEQ Wilmington Regional Office 127 Cardinal Drive Ext. Wilmington, NC 28405 ,ds Lavv. :r 1 Application Completeness Review Checklist Project Name: 4]t c ,.t. S b e i •C n a L Date Delivered to 'VkiIRG: yoj BIMS Received/Accepted Date: /1 Project County/Location: „Th(c_, C p1: *BIMS Acknowledged Date: r [Rule(s): 17 Coastal D2008 Coastal 111995 Coastal Phase ll LiUniversal 1988 Coastal Permit Actio Newt/Major Mod/Minor Mod/Renewal/Transfer M. New Permit#: Permit Type: HD L LD Overall °HD&LD Combo �� / Existing Permit#:_ (General Permit/Offsite/Exempt/Rescission OPE Cert on File? SCM Type(s): Offsite to SW8: 'Development Type: Commercial/Resident ai/Other i ®Master PE Cert on File • Subdivided?: Subdivision or Single Lot. For New or Transferred Permits Permittee is: I Stream Class: r, Property Owner(s) Developer Lessee DPurchaser EHOA :SA Map DORW Map Paperwork mailed Engineer on: upplement(s) (b original per BMP) /CYve �`5-0"1 r c.1-/L.c a V/`c' - -4-4, `!t :7 a rSt 7-br r'''- ' with carrect/original signatures(I original per BMP except L5/'VF5 and swales) �{6 pplicati�tion with correct/original signatures mail Address: Design Engineer ce'rp or LLC: Sig. Auth. per SoS or Signature Authorization letter or report El mail Address: Property Owner La505(within 6mo) Check#(s): 3 .�/r 1 173N❑ Fee Lam`•"d ❑soils Report: w/SHWT or General Report Email Address: Lessee •❑Calculations(signed/sealed) Lease Agreement ed Restrictions, if subdivided: Email Address: Purchaser Signed& Notarized Template Purchase Agreement orrect Template (Comm/Res& HD D)) or Dec. Covenants& Rest. Email Address: Developer Recorded Covenants DEmail Address: HOA Representative Recorded Plats E50%or more Lots Sold List oject Narrative 5S Map Plans DSets Wetlands: •Delinea� or No Wetlands Vicinity Map QProject Boundaries '(gend Layout (proposed BUA dhrnensions) EVA Maps E1getails (roads, cul-de-sacs, curbs, sidewalks, E-MPs, Buildings, etc) DExisting Conditions JLa. dscape Plan grading El E Seal • REVIEWER NAME NOTES TO REVIEWER: �*Enter BIMS Acknowledged Date on this Sheet 1�' `*FOR �IEV�f Projects-enter New Permit#on i Supplements&Deed Restiction Templates, Q\\\Reference i.ibrary\Frocedures',Checklists\Compie eness Review Checklrs; 2018 03 13 BELL AND PHILLIPS AT 0 ENGINEERS • SURVEYORS • PLANNERS T� '' '„ ,., „..... . CEDAR POIN , NORTH CAROLINA r-Dc4- __(-- ._.tc\ie,...t I f„,.._F_E_R 2_5 20I9 LETTER OF TRANSMITTAL 1 TO: Ms. Georgette.Scott DATE: February21, 2019 NCDEQ - Stormwater Section REF: Swansgate Subdivision 127 Cardinal Dr. Ext. Onslow County,NC Wilmington,NC 28405-3845 Stormwater Submittal WE ARE SENDING YOU: One(1)original and one(1) copy of the Stormwater Application Form; Two(2) copies of the Plans(sheets 2,3 and 7 of 10 One(1)original and one copy of the Low Density Deed Restrictions Form, One(1)original Low Density Supplement and O&M Form, One(1) stormwater narrative; One(1) check#38864 in the amount of$505.00 for the application review fee; One(1) color portion of the Swansboro&Hubert USGS Map; One(1)copy of deed book 4797 page 783; and one (1)copy of the Annual Report from the NC Secretary of State for A. Sydes Construction. DELIVERY VIA: ❑x Regular Mail ❑ Hand 0 Federal Express ❑ UPS Overnight 0 UPS Ground 0 Other THESE ARE TRANSMITTED AS CHECKED BELOW: O For Approval 0 As Requested 0 For Review and Comment ❑ For Your Use 0 For Bids Due IT: ,, FEf. 2 8 200 t o Other BY: a-` COMMENTS: 8 s)'t-, : J!` ... keJ y,-7 ..-t f„. 7-4.a., Jonathan L. McDaniel, PE Vice President Copies To: Mr. Anthony W. Sydes (LOT only) JLM CF (P), LAM (if enclosures are not as noted, kindly notify us at once) ADMLN.LOT.Scott.Swansgate.Stormwater.2.2 i.19 604E Cedar Point Blvd. I Cedar Point, NC 28584 I (252) 393-6101 I Fax (252) 393-3522 Firm License Number F-0108 I www.bellandphillips.com SWANSGATE Stormwater Narrative February 2019 Swansgate is a proposed 37 lot residential subdivision located within the Town limits of Swansboro. The 22 acre property is located near the intersection of Main Street Extension(SR 1447) and Swansboro Loop Road(SR 1444) with road frontage on each. The site is completely wooded, and the existing topography is very flat(less than 1% slopes). The site ultimately drains to the south to "Hawkins Creek", which flows to the White Oak River Restricted Area Classified as SC. The 18.1 acre land disturbance will be done primarily on Onslow Loamy Fine Sand according to the Onslow County Soil Survey. Disturbance in the proximity of the wetlands to the west maybe within Rains Fine Sandy Loam. Because of the very level topography, the threat for erosion or offsite sedimentation is minimal. Stormwater treatment will be provided under Coastal Counties 15A NCAC 02H .1019 rules, Low Density option for"Other Coastal County Water". The low density project will not exceed the allowable 24%impervious area allowance, and utilizes a curb outlet system design for street drainage conveyance. Curb and gutter streets are required by the Town of Swansboro, and the curb outlet system design meets criteria as described in 15A NCAC 02H .1003. Dispersed flow is maximized as much as practical by the back of lots 1-11 being able to sheet flow to adjacent wetlands without any channelization. The remaining portion of the project uses vegetated conveyances via rear lot ditches to convey stormwater runoff. No streams or surface waters exist within the property, and drainage is primarily conveyed to the Main Street Extension roadside ditch. For further information,please refer to the enclosed plans and other stormwater submittal documents. FED 2 8 2013 IiIf Y: C&G.Admin.Narratives.Stormwater.Swansgate.2.21.19 __� ..,.,d, f . , , rir , i I.. ,,_t 4 ......-. „.„ . ... /-ti 3 i .fieigisol4 n f ,11:. / //• • - k0"41111, 1 ii ( kC.,._ 1% tk Milnlill ) "• ir ! - $ ,7. i• ZI,., ..., L': ,.. "----..„, __.,_...„1,101_) `k -' ...!,.A1A,1,,LVT. - "`-'-.... lr -ib„„„...,, A-€. ,\ 4,b, M‘. 4 ,y• Pr i• ,,,...4-.._,...._ '\ -ilo . t1 ----- -. ._ zi.... .....\''''''''- P--2.. ., Irirk5, ,i; li ., .;ifeW .11P40.---,,, 4( ..„„,..t•' .-- - ''Z't-1 ''t• 41 ,*"''%•-------- 11 •• i i _---,--- - — -,-,-- _----- ._. „... , 1:4k,_ ,/-\'4 .1•11/4 ' ,'''r - ..-.- --i 4111rWP 4 :.`4.1 .", . 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' ''. t , •,--__ , , . r 0 1 2, 1 ,., ,--- , '• , ? " ili i ( P. -.-‘-' ' ( \,-", '",,i• ' • 1 I I ''.•r'r• t'•` A'-'" 1 -.0', ir ,,- ,., - ‘.. %-'.. • :,,rrW> / ' tl 111*- -Ai ' ',,41;ita.),, 1 A i• 'I V 1-‘), . 1:-C:\Ns\ i'''.4.ii_ 1 4eIof3 1111111111111111111111111111 Doc ID: 013947920003 Type: CRP Recorded: 08/19/2018 at 02:27:40 PM Fee Amt: $804.00 Page 1 of 3 Revenue Tax: $778.00 Onslow County NC Rebecca L. Pollard Reg. of Deeds BK4797 Pa783-785 GENERAL WARRANTY DEED Excise Tax_$778.00 Tax Parcel ID No.000333 Mail/Box to:GRANTEE Thi instrument was prepared by:Mewborn&DeSeims.Attorneys at Law.No Title Search by Preaarer Brief description for the Index: 22.0 Acres Mao Book 28.Page 1.Onelow County THIS DEED,made this the day of June,2018 by and between GRANTOR:WALSH REAL ESTATE.LLC whose mailing address is PO BOX 1208.SWANSBQRO.NC 28584-1208 (herein referred to collectively as Grantor)and GRANTEE: A.SYDES CONSTRUCTION.INC..a NORTH CAROLINA f�ORPORATION whose marling address is 100 CAROUNA PLANTATIONS BLVD.JACKSONVILLE.NC 28584 (herein referred to collectively as Grantee)and W ITNESSETH: For valuable consideration from Grantee to Grantor,the receipt and sufficiency of which is hereby acknowledged,Grantor hereby gives,grants,bargains,sells and conveys unto Grantee in fee simple,subject to the Exceptions and Reservations hereinafter provided,it any,the following described property located in the Swansboro Township,County of Onslow,State of North Carolina,more particularly described as follows: Being all of the 22.00 acre tract as shown on Boundary Survey for Mon C.Davis and wife,Louise M.Davis, Swaneboro Township,Onelow County,North Carolina,prepared by Charles A.Howls and Associates,saki map being recorded In Map Book 28,Page 1 of the Onslow County Registry. All ora portion of the property herein conveyed_includes or_x_does not Include the primary residence of a Grantor. TO HAVE AND TO HOLD unto Grantee,together with all privileges and appurtenances thereunto belonging,In fee simple, subject to the Exceptions and Reservations hereinafter and hereinabove provided,If any. And Grantor hereby warrants that Grantor Is seized of the premises in fee and has the right to convey same In fee simple, that title is marketable and Is free and clear of encumbrances other than as set forth herein,and that Grantor will forever warrant and defend the title against the lawful claims of all persons or entities whomsoever. This conveyance is made subject to the following Exceptions and Reservations: Ad valorem taxes for the year of closing,to be pro-rated,and subsequent years. `4E to t! ir is FED 2 8 Big ;, • BY: Book:4797 Page, 1977-Current: 783 Seq: 1 Book:4797 Page: 783 Page 1 of 3 Page 2 of S Utility easements and rights of way of record that do not materially affect the Buyer's intended use or the value of the property. Restrictive Covenants of record. All references to Grantor and Grantee as used herein shall include the parties as well as their heirs,successors and assigns.and shall include the singular,plural,masculine,feminine or neuter as required by context. IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written. WALSHEAL ESTATE,LLQ ill / � (Enti a By. G (SEAL1 Prine Nam & Title: REBECCA E. WALSH, Print/Type Name: MEMBER/MANAGER By: Print/Type Name&Title: (SEAL) Print/Type Name: By: Print/Type Name&Title: (BEAU Print/Type Name: By: Print/Type Name&Title: (SEAL) Print/Type Name: STATE OF NORTH CAROLINA COUNTY OF ONSLOW I. 5A _1-Lcc a Notary Public of the County and State aforesaid, certify that Rebecca E. Walsh personally came before me this day and acknowledged that she is the Member/Manager of Walsh Real Estate.LLC.a North Carolina limited liability company and that by authority duly given and as the act of each entity she signed the foregoing instrument in its name on its behalf as its act and deed. Witness my hand and Notarial stump or seal,this I a day of June.2018. cyk Lit6 0("k5 NG 4.1 - Notary Public z 9 a My commission expires: 1 j. 2aaa p r t7�C LI'�V OUN � I:: ,._: . FEB 282i BY:_______________ Book:4797 Page, 1977-Current: 783 Seq: 2 Book:4797 Page: 783 Page 2 of 3 Page 3 of 3 (0/ DEPARTMENT OF TAX ADMINISTRATION , \1JN\ l i J,,/1 i \1L')\ Tax Certification Form (Check One Box) ✓Z This certifies that there are no delinquent ad valorem taxes,or other taxes which the Onslow County Tax Collector is charged with collecting,that are a lien on: Parcel Identification Number: 000333 GRANTEE(S):A SYDES CONSTRUCTION INC This is not a certification that this Onslow County Parcel Identification Number matches the deed description. No certification required,as attorney statement that any delinquent taxes will be paid from closing proceeds is included on first page of • deed. Balance due on account.It must be paid to Onslow County Tax Collector within 5 days of closing. KAREN D LEE Digitally 2808191 : :9-0 06/19/2018 Tax Collections Staff'Signature Date 0 This parcel may have deferred taxes which become due upon transfer of the property. Call the Tax Office,Land Records Division at 910-989-2204 for more information. 234 NW Corridor Blvd•Jacksonville,North Carolina•28540•Phone:(910)989-2200•Fax:(910)989-5818.OnslowCountyNC.gov/tax Fi [l:r F.I t:: FEB 28 <iiJ BY:____--- Book: 4797 Page, 1977-Current: 783 Seq: 3 Book:4797 Page: 783 Page 3 of 3 C201812201321 SOSID: 0574931 • Date Filed: 4/13/2018 11:59:00 PM Elaine F.Marshall North Carolina Secretary of State t BUSINESS CORPORATION ANNUAL REPOR C2018 122 01321 . ra.zov NAME OF BUSINESS CORPORATION: A. Sydes Construction,Inc. ; SECRETARY OF STATE ID NUMBER: 074931 STATE OF FORMATION: NC Filing Mee U8°Only REPORT FOR THE FISCAL YEAR END: 12/31/2017 0 a 0 SECTION A: REGISTERED AGENTS INFORMATION M.b••k0 Changes 1 , 1.NAME OF REGISTERED AGENT: Anthony W. Sydes 2.SIGNATURE OF THE NEW REGISTERED AGENT: SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 3.REGISTERED OFFICE STREET ADDRESS &COUNTY 4.REGISTERED OFFICE MAILING ADDRESS 100 Carolina Plantations Blvd PO Box 7122 Jacksonville, NC 28546-0041 Onslow Jacksonville, NC 28540-2122 Onslow J ISECTION B: PRINCIPAL OFFICE INFORMATION 1.DESCRIPTION OF NATURE OF BUSINESS: Residential Construction 2.PRINCIPAL OFFICE PHONE NUMBER: (910) 455-6956 3.PRINCIPAL OFFICE EM, Privacy Redaction 4.PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5.PRINCIPAL OFFICE MAILING ADDRESS 0 i 100 Carolina Plantations Blvd PO Box7122 �' Jacksonville,NC 28546-0041 Onslow Jacksonville,NC 28540-2122 Onslow 6.Select one of the following if applicable. (Optional see instructions) ❑ The company is a veteran-owned small business ❑ The company is a service-disabled veteran-owned small business '• E 7 rav;---• SECTION C: OFFICERS(Enter additional officers in Section E.) FE. 230 NAME: Anthony W. Sydes NAME: Wanda Sydes NAME: President TITLE: TITLE: Secretary TITLE: BY:-------------- ADDRESS: ADDRESS: ADDRESS: P O Box 7122 PO Box 7122 Jacksonville,NC 28540-2122 Onslow Jacksonville,NC 28540 Onslow SECTION • ERTIFICATION OF ANNUAL REPORT. Section D must be completed i its en'rely by a parson/business entity. -- NATURE i o Zo l Form must be signed DATE 8 by an officer listed under Section C of this form. d-e- pwciti,...„1—‘ •t or Type Name of ericer Print or Type Title of Officer SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF$25 MAIL TO:Secretary of State. Business Registration DMsbn,Post Office Box 29525,Raleigh,NC 27626-0525 r