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HomeMy WebLinkAboutSW8030725_Current Permit_200309230�0� W A T 4SqQG r Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources = Alan W. Klimek, P.E.,Director p Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality September 23, 2003 Mr. Bruce Jackson Avalon Oaks, LLC 615 Princess Street Wilmington, NC 28401 Subject: Permit No. SW8 030725 Avalon Oaks Low Density Subdivision Stormwater Permit New Hanover County Dear Mr. Jackson: The Wilmington Regional Office received a complete Stormwater Management Permit Application for Avalon Oaks on September 16, 2003. 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. We are forwarding Permit No. SW8 030725, dated September 23, 2003, for the construction of the 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 This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein, and does not supercede any other agency permit that may be required. If any parts, requirements, or limitations contained in this. permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be fmal and binding. If you have any questions, or need additional information concerning this matter, please contact either Laurie Munn or me at (910) 395-3900. Sincerely, Rick Shiver Water Quality Regional Supervisor RSS/:Ism S:\WQS\STORMWAT\PERMIT\030725.sept03 cc: Charles Cazier New Hanover County Inspections David Thomas, NCDOT — Division 3, District 3 Beth E. Wetherill, New Hanover County Engineering Jim Gregson, Division of Coastal Management Laurie Munn Wilmington Regional Office Central Files N. C. Division of Water Quality 127 Car final Drive Extension (910) 395-3900 Customer Service Wilmington Regional Office Wilmington, NC 28405 (910) 350-2004 Fax 1 800 623-7748 State Stormwater Management Systems Permit No.SW8 030725 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT LOW DENSITY DEVELOPMENT 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 Avalon Oaks, LLC Avalon Oaks New Hanover County FOR THE construction, operation and maintenance of a 25% low density subdivision in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications, and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions and limitations: I. DESIGN STANDARDS The maximum built -upon area per lot is as follows: Lots 1-3 @ 3,750 square feet, Lots 4A & 4B @ 3,000 square feet, and Lot 4C @ 4,000 square feet, as indicated in the approved plans. CAMA regulations may reduce the allowable built -upon area for those lots within the AEC. 2. The overall tract built -upon area percentage for the project must be maintained at 25%, per the requirements of Section .1005 of the stormwater rules. 3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are enforceable parts of the permit. 4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all impervious areas and surface waters. 5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division. 6. All roof drains must terminate at least 30' from the mean high water mark. 2 State Stormwater Management Systems Permit No.SW8 030725 II. SCHEDULE OF COMPLIANCE 1. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational for their intended use prior to the construction of any built -upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated conveyances will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted stormwater management systems at optimum efficiency to include: a. Inspections. b. Sediment removal. C. Mowing, and revegetating of the side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. 4. Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of the Register of Deeds prior to the sale of any lot. Recorded deed restrictions must include, as 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 030725, as issued by the Division of Water Quality 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 State of North Carolina, Division of Water Quality. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division of Water Quality. f. The maximum built -upon area per lot is as follows: Lots 1-3 @ 3,750 square feet, Lots 4A & 4B @ 3,000 square feet, and Lot 4C @ 4,000 square feet. 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. g. 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. h. Lots within CA.MA's Area of Environmental Concern may have the permitted built -upon area reduced due to CAMA jurisdiction within the AEC. i. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters. j. All roof drains shall terminate at least 30' from the mean high water mark. State Stormwater Management Systems Permit No.SW8 030725 5. The permittee shall submit a copy of the recorded deed restrictions which indicates the approved built -upon area per lot within 30 days of the date of recording. 6. The permittee shall submit all information requested by the Director or his representative within the time frame specified in the written information request. 7. No piping shall be allowed except that minimum amount necessary to direct runoff beneath an impervious surface such as a road and that minimum amount needed under driveways to provide access to lots. 8. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 9. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon area. Once the lot transfer is complete, the built -upon area may not be revised without approval from the Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred to the individual property owner. 10. If the permittee sets up an Architectural Review Committee (ARC) to review plans for compliance with the restrictions, the plans reviewed must include all proposed built -upon area (BUA). Any approvals given by the ARC do not relieve the lot owner of the responsibility to maintain compliance with the permitted BUA limit. 11. Within 30 days of completion of the project, the permittee must certify in writing that the project's stormwater controls, and impervious surfaces have been constructed within substantial intent of the approved plans and specifications. Any deviation from the approved plans must be noted on the Certification. 12. 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 revised plans and certification in writing to the Director that the changes have been made. 13. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any of the items shown on the approved plans, including the stormwater management system, design concept, built -upon area, details, etc. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, or selling of the project area. f. Filling in, altering or piping any vegetative conveyance shown on the approved plan. 14. The Director may determine that other revisions to the project should require a modification to the permit. - 15. Stormwater conveyances will be located in either dedicated right-of-way (public or private), recorded common areas or recorded drainage easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans. 4 State Stormwater Management Systems Permit No.SW8 030725 III. GENERAL CONDITIONS Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. 2. The permit issued shall continue in force and effect until revoked or terminated. 3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance, or termination does not stay any permit condition. 4. 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 as allowed by the laws, rules, and regulations contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al. 5. The permit is not transferable to any person or entity except after notice to and approval by the Director. The Director may require modification or revocation and reissuance of the permit to change the name and incorporate such other requirements as may be necessary. A formal permit request must be submitted to the Division of Water Quality accompanied by the appropriate fee, documentation from both parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits, and may or may not be approved. 6. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the permit transfer request. Transfers to third parties by the permittee where the required documentation has not been submitted to the Division does not relieve the pennittee of responsibility for transferring the permit. 7. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state and federal) which have jurisdiction. If any of those permits result in revisions to the plans, a permit modification must be submitted. 8. The permittee grants permission to DENR Staff to enter the property during business hours for the purposes of inspecting the stormwater management system and its components. 9. The permittee shall notify the Division of Water Quality of any name, ownership or mailing address changes within 30 days. Permit issued this the 23rd day of September, 2003. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION ----.._------�� ems. -------------- Alan W. Klimek, P.E., Director T-oh Division of Water Quality By Authority of the Environmental. Management Commission Permit Number SW8 030725 OFFICE USE ONLY Date Received Fee Paid Permit Number 3 yam, D s State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may be photocopied for use as an original I. GENERAL INFORMATION 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): Avalon Oaks LLC 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): Bruce Jackson, Owner 3. Mailing Address for person listed in item 2 above: 615 Princess Street City: Wilmin on State: NC Zip: 28401 Telephone Number: 910-763-1041 4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): Avalon Oaks 5. Location of Project (street address): South side of Windy Hills Drive at ICWW City: Wilmington County: New Hanover 6. Directions to project (from nearest major intersection): From the intersection of NC 421 and NC 133 (Monkey Junction), travel east on Piner Road. At the end of Piner Road, turn south on Myrtle Groye Road to Avalon Drive. Site will be at end of Avalon Drive on right 7. Latitude: N 340 07' 30" Longitude: W 770 52' 30" of project 8. Contact person who can answer questions about the project: Name: Charles Cazier Telephone Number: 910-763-5100 H. PERMIT INFORMATION: 1. Specify whether project is (check one): X New Renewal Modification Form SWU-101 Version 3.99 Page 1 of 4 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list The existing permit number NA and its issue date (if known) 3. Specify the type of project (check one): X Low Density _ High Density Redevelop General Permit Other 4. Additional Project Requirements (check applicable blanks): X CAMA Major ` Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater Information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748. M. PROJECT INFORMATION 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for the project. stormwater runoff will be treated by sheet flow and existing roadside swales_ 2. Stormwater runoff from this project drains to the _Cape Fear River basin. 3. Total Project Area: 2.77 acres 4. Project Built Upon Area: 24.91 %. 5. How many drainage basins does the project have? 1 6. Complete the following information for each drainage area. If there are more than two 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 Basin 1 Drainage Basin 2 Receiving Stream Name ICWW Receiving Stream Class SA ORW Drainage Basin Area 2.77 ac Existing Impervious * Area NA Proposed Impervious * Area 0.69 ac % Impervious* Area (total) 24.91% Impervious * Surface Area Drainage Basin 1 Drainage Basin 2 On -site Buildings 21,250 sf On -site Streets 8,810 sf On -site Parking - On -site Sidewalks - Other on -site Off -site Total: E= 30,060 sf E= * 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 3.99 Page 2 of 4 7. How was the off -site impervious area listed above derived? IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment. 1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number SW3 030427 as issued by the Division of Water Quality These covenants may not be changed or deleted without the consent of the State. 2. No more than * square feet of any lot shall be covered by structures of impervious materials. Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood decking or the water surface of swimming pools. * Lot 4C 4, 000 s; Lot 4B 3, 000 sf; Lot 4A 3, 000 sf,-Lot 1 3,750 s; Lot 2 3,750 sf; Lot 3 3,750 sf. 3. Swales shall not be filled in, piped or altered except as necessary to provide d 4vewaay crossings. 4. Built -upon area in excess of thepermitted amount requires a state stormwater managementpermit modiflicationprior to construction. 5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity and performance of the system as permitted. By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable items required above, 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 deieted without concurrence from the State, and that they will be recorded prior to the sale of any iot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stormwater and General Permits Unit at (910) 733-5083 for the status and availability of these forms. Form SWU-102 Form SWU-103 Form SWU-104 Form SWU-105 Form SWU-106 Form SW-107 Form SWU-108 Form SWU-109 Wet Detention Basin Supplement Infiltration Basin Supplement Low Density Supplement Curb Outlet System Supplement Off -Site System Supplement Underground Infiltration Trench Supplement Neuse River Basin Supplement Innovative Best Management Practice Supplement Form SWU-101 Version 3.99 Page 3 of 4 VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Regional Office. 1. Please indicate that you have provided the following required information by initialing in the space provided next to each item. Applicant's Initials • Original and one copy of the Stormwater Management Permit Application Form e-�. • One copy of the applicable Supplement Form(s) for each BMP CPC • Permit application processing fee of $420 (payable to NCDENR) �—;K • Detailed narrative description of stormwater treatment/management C-IX • Two copies of plans and specifications, including: - Development/Project name - Engineer and firm - Legend - North arrow - Scale - Revision number and date Mean high water line Dimensioned property/project boundary Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated - Vegetated buffers (where required) VII. AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information on your behalf, please complete this section. Designated agent (individual or firm): Tripp Engineering, P.C. Mailing Address: 419 Chestnut Street City: Wilmington State: NC Zip: 28401 Phone: 910 763-5100 Fax: (910) 763-5631 VIII. APPLICANT'S CERTIFICATION I, (print or type name ofperson listed in General Information, item 2) Bruce Jackson 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 15A NCAIC 2H .10 Signature. A. a SAO Bate: 7.. 2-3— 0? Form SWU-101 Version 3.99 Page 4 of 4 Permit No. .W ra 3 q 7Z5 (to be provided by DWQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM LOW DENSITY SUPPLEMENT This form may be photocopied for use as an original A low density project is one that meets the appropriate criteria for built upon area and transports stormwater runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be found in 15A NCAC2H .1005 through .1007. I. PROJECT INFORMATION (please complete the following information): Project Name: _ Avalon Oaks Contact Person: Charles Cazier Phone Number: (910) 763-5100 Number of Lots: 6 _ Allowable Built Upon Area Per Lot*:see list in calculation block * If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals and totals. II. BUILT UPON AREA See the Stormwater Management Permit Application for specific language that must be recorded in the deed restrictions for all subdivisions. For uniform lot sizes, complete the following calculation in the space provided below where: • SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the development results in high density pockets. • DF Density Factor — the appropriate percent built upon area divided by 100. • RA Road Area — the total impervious surface occupied by roadways. • OA Other Area — the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc. • No. Lots — the total number of lots in the subdivision. • BL? A /Lot — the computed allowable built upon area for each lot including driveways and impervious surfaces located between_ the front line and the e:d.ge of pavement. Form SWU-104 Rev 3.99 Pagel of2 (SA x DF)- RA- OA = BUA No. Lots Lot Calculation: Total site above MHWL = 2.77 ac RA = 8,110 sf (120,646 sf (0.25)) — 8,810 sf = 3,558.58 sf 6 Lot 4C 4,000 sf Lot 4B 3,000 sf Lot 4A 3,000 sf Total 21,250 sf < 21,351.48 sf total Lot 1 3,750 sf Lot 2 3,750 sf Lot 3 3,750 sf III. REQUIRED ITEMS CHECKLIST Initialin the space provided to indicate that the following requirements have been met and supporting documentation is provided as necessary. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may initial below. Applicants Initials a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse River basin may require additional buffers. CPC b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive covenant. A copy of the recorded document shall be provided to DWQ within 30 days of platting and prior to sale of any lots. C c. Built upon area calculations are provided for the overall project and all lots. C d. Project conforms to low density requirements within the ORW AEC (if applicable). [15A NCAC 2H .1007(2)(b)] 3ACKSON AND ASSOCIATES 615 PRINCESS STREET WILMINGTON, NORTH CAROLINA 28401 STATE OF NORTH CAROLINA AMENDMENT TO DECLARATION OF RESTRICTIVE COVENTANTS OF COUNTY OF NEW HANOVEK AVALON OAKS RECORDED IN BOOK 3614 AT PAGE 3-23 NEW HANOVER COUNTY REGISTRY AVALON OAKS, LLC, a North Carolina Limited Liability Company (herein "DECLARANT") heretofore executed Restrictive Covenants for AVALON OAKS and caused the same to be recorded in Book 3614 at Page 3-23, New Hanover County Registry (Herein the `RESTRICTIVE COVENANTS') and WHEREAS, in accordance with Articles III and IV of the Restrictive Covenants they may be amended by the DECLARANT at any time prior to the first to occur of (i) December 31, 2009 or (ii) all Lots are sold by DECLARANT; and WHEREAS; DECLARANT owns lots 4B, 4A, 2 and 3 of AVALON OAKS, and WHEREAS, the DECLARANT desires to amend Article 8 USE RESTRICTIONS, Section 2 USE OF PROPERTY in order to comply with the requirements of the State of North Carolina Division of Water Quality Stormwater Management Permit Regulation by adding to Article 8, Section 2 the following restrictions: (mm) Stormwater Management: 1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number SW8 030725 as issued by Division of Water Quality. These covenants may not be changed or deleted without the consent of the State. 2. No more than 8,810 sf of asphalt for access to the whole six lot project of Avalon Oaks will be allowed as follows: Lot 1, 1050 sf; Lot 2, 1130 sf; Lot 3, 942 sf; Lot 4A, 1838 sf; Lot 4B, 2000 sf; Lot 4C 1700 sf, The common area shall not have more than 150 sf of impervious area. as Exclusive of the 8,810 sf of impervious area set out herein above as N broken down per lot, no more than the square footage for each lot herein I below shall be covered by structures of impervious materials. Impervious ZZ materials include gravel, concrete, brick, stone, slate or similar material o a pools; Lot 1, 3, 750 sf; Lot 2, 3, 750 sf; Lot 3, 3750 sf; Lot 4A, 3000 sf; Lot 4B 3,000 sf, Lot 4C, 4000 sf. 3. Swales shall not be filled in, piped or altered excent as necessary to provide driveway crossings. 4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to construction. 5. All permitted runoff from out parcels or future development shall be directed into the permitted Stormwater control system. These connections to the Stormwater control system shall be performed in a manner that maintains the integrity and performance of the system as permitted. These covenants (mm) shall run with the land and shall be binding on the DECLARANT and all parties claiming under it. Notwithstanding any other provisions contained herein, this paragraph (mm) may not be amended, deleted or revised without the written consent of the State of North Carolina Division of Water Quality. Except as amended herein, the aforesaid Restrictive Covenants for AVALON OAKS shall be and remain in full force and effect. This the Z G day of `l n &4 A rX , 2004. AVALON OAKS, LLC A North Carolina Limited Liability Company By: BRUCE H. JACrjJSzON, JR., Manafer STATE OF NORTH CAROLINA COUNTY OF PENDER I, �015A'�71 yL69— , a Notary Public of the County and State aforesaid, do hereby certify that BRUCE H. JACKSON, JR., Manager of AVALON OAKS, LLC, A Limited Liability Company, personally appeared before me this day and acknowledged the due execution of the foregoing instrument in statement on behalf of the said company. Witness my hand and official seal this, the Zd day of January, 2004. ,��eeresat,® My commission expires: 06-ZZ-Z00j- v 0 z Ak O # LLI (see Sheet 9) OLD5MELL1 BANK LANDING 9R ^Q/ \J ` AL }I f 5U5MERGED LAND L f� O.OB a r -t 1 a AL ftG'JmIYeClI a Lo=w Of ZONE R-15 lNA M tlA )M2CnV 79 ROW . a - to VPA - m LEGMO o-Ommwamree � - ec wnrM rMrR Q -mmwle - MCKMArnae 2 - CMKM Mt O0wr1A1thKn*,Ofr 1!0.- AMADAO arm cum CM MrMCATT Cr ArPrOVAL IONMAIIOVetC=5aYnAW"00%KA W MMAIE flA "Mr yROC+CR CMWX mcromomwmK wrAOMCCUMcam 00 W=rCNrl'7N1 M=10040M AUrADNISSWORANYCONYO7UQ NmM ArMOa OMW aIATIL 0091AML PIRIPARAND -'*6AM M DNMJ'>t CFMC 26CrSMINIMaMMLRMCIMVe NO all K A3nDOORMR= natr AMo,iCRMAT[SrDDaose nwmarMetMMaLrxA90O'Jm Mn MmrMMNollaemNrrMntm nu m�rarR0VM12NM:sRaL5Msa11¢To M 9tlO1Vd0NATM7YlTMTOOMRC75OYRE09A0 MGILANL N Ar WIQwMMN1!wMAN0WMmtll YCWL 0M paNQpRrfljMr 6'-WIDE FIXED PIER 12' x 16' BOARDWALK Is *IZIEI�0171. (PIPE TO fl MF' TO L3 L56 NG4.2717w 74 a1L * rnq 53 2034w x 1 .13' �1T 525.32'43 .. I $ Y Lv I 101.OS 522.44.41w WPW M ma �m 4-C MOrTA1JMm g 16.69' 564'ZT17•E ` ,n 22.674 eq.3._ N 0.31 aervNPtaN�l T y 1 Q�.136604.53T aa17ee� i 1.05' _2(RG1RE # 82yCk KlNDa. ME) .0 2 v� Jr Fu 1LAI 564.27.17'E 307 35' (PIPE TO RPE)1� M1WL NOR /10) 21 7 STUttEN L ARNOLD 4 WEMDY L ARNOLD DEED BOOK 3300 PAGE 103 22 STOCKS LAND SURVnUf , P.C. i 7rl� Fr. LOT4 AVALON ON RAI'R11E GROVE SOUND MAP BOOK 3 PAGE 13 N.M. COUNTY A POUTCAL SUBDNL90N OFSTATE OF N.C. GILD EOOK2973 PAGE 522 Lor 3 AVALON ON MYRTLE GROVE SOUND MAP BOOK 3 PAGE 13 JAME5 R. IQN5AUL. JR i JANIC K. SCANLON DEED BOOK 2503 PAGE 775 1 O'-WIDE ASPHALT PATH w 123 _ (shaded) Lor 2 - .(o'-WIDE ASPHALT PATH within 15'-wide access easement AVALON ON MYRTLE GROVE 5CUND (shaded) MAP BOOK 3 PAGE 13 within 15'-wide access easement 5ARAM R. KIN5AUL PEDESTRIAN ACCESS EA5EMENT DEED BOOK 2774 PAGE 754 5' PEDESTRIAN AC =5 EASEMENT � 7r¢ N64.2T 17w N64 2T 1 N64'2T 17w A7 1 PA EMENT 30 i 1 4a �9 ► LOT o rAAeMENr LO a LOT FOR LOT 4.0 pp !'Qloa=d 4�M..J N' 15. ]a. R.= VICTAVA1G11=11Z k D �O 20.325 eq. It=� N=(flq0.33 arm= (UPLANDS) 0.47 ac== (GRO55) C ..' ::. 30 ORAiN e t Po49.9T u ((Iq27'17� — 157.00 unutr EASEMEN131.90 564'2T I7--157.W' �201 .19' N7W TO RA 12'-WIDE ASPPALT 16 (shaded) 23 1 16 IS 24 (f ¢ 3 a 17 WINDY HILLS m MAP BOOK 39 PAGE G8 % a o 25 3 0 _ ,< :r � m 20 0- ` 2s Q I. AM SWAN= OAZ owO NORaWAL 7-A"'1 iaNFMMCrCr wra �TIUMM'e? " Z A a. N.C&S. 1AM4a01rWr1OC=wMMMIN1L47. A. AM Or CDORONIITR M EMM IIOIVQIAL 27 s. RE15 PORJILL 1J7I51IA1Er eE APHWVW Or WV MIM10VERCMP ry. e WWM-gM=P=Au1a15AVAaA0Le TrM TMe IhWtVtCVet 000NIY7r3n:NL 7. wCMANoeOMAPPMMOMMAMM 1`061 tVem COW. a0421M Ma N1300= a TMCRTR4="IWMR=IWM=QNG R=x1nMM r= MY"AN0= mutt. B e. TUC P0= a C3A7rAL VD2rATIOMM nM N0 28 TMMMKMMU0=A3FMXA.0 MR"CAANa"%A%L. 10. w,Cd ATft WM?KW VATetLW AO PetKh mu1V CA" OR10ALl0 W VAL•IDMB. II. t0r4 OaMn WM 7V10.0.7Qe►G 29 PHA5E 2 AVALON OAKS FEDERAL POINT TOWN5HIP NEW HANOVER COUNTY NORTH CAROUNA LMG # 02-95-286 RW1*"0=COOMrrTW PN=TOVffMWNrAGRMUWOtCM%Vr M Wn%AFR9W RN!!A?'RI merw—NM09WND7GDNetaM WsA= RM=rATE 9WLREMW AND sM AsM`TDORMMOTRWAND ACMRATe.7OM7GOM 1MAT M 0UVU U" HAW X500MA CarAN MWr"'T PMM MINOR OILNMORI AND T"CAmM7T0%MROMANArrlltm1 be own7a OerAIN AND repsAfface7a Airumagemm citAcr re 's'sa=To M R=Rom/PJ Or M NORMN CNMOMRy CMWA AM%U" ZD0RAG DATE QARO= n �a s_ 7 DRAINAGE* PUBIJC 5' PEDESTRIAN ACCESS EASGMFM M UTILITY EA5EMENT N64.27-I7W O LOT 1 T s vor,awm 3 2 9 mo AVAWN a.A5 . LOT LYr xae o ) "AWN OAti' 9 UW02 c Na 76.6T ME) Lj0 Syy'27 17'E 175.00 564.2T 17'E Ib8�5 DITCM WINDY HILLS. DRIVE O (GO' PRIVATE RJGHT OF WAIT Q SA" f CCMW 2MrNZ7Oe1 =C 0 O Y — 65M 4 Q n 00- 0 0 100 200 SCALE 1 " = 100' LOT 31 wINOY HI L5 AVALON OAKS. LLc ' OB. 3372 PG. 7C5 CAMA Major Permit application Avalon Oaks SUBDIVISION Applicant: Avalon Oaks, LLC MASTER PLAN c/o Mr. Bruce Jackson Location: AIWW, Myrtle Grove Sound Date: revised3/31/2002 Sheet 6 of 11 DRAWN BY: f s� RLIU T 2003066577 7ACKSON AND ASSOCIATES 615 PRINCESS STREET WH- IINGTON, NORTH CAROLINA 28401 STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER FOR REGISTRATION REGISTER OF DEEDS REBECCA T. CHRISTIAN NEW HANOVER COUNTY, NC 2003 OCT 13 02:40:20 PM BK : 4051 PG : 833-836 FEE : $20.00 NS: $25, 00 INSTRUMENT # 903066511 AMENDMENT TO DECLARATION OF RF.,STRTCTJVE COVENANTS OF AVALON OAKS RECORED IN BOOK 3614 AT PAGE 3-23 NEW HANOVER COUNTY REGISTRY AVALON OAKS, LLC, a North Carolina Limited Liability Company (herein "DECLARANT") heretofore executed Restrictive Covenants for AVALON OAKS and caused the same to be recorded in Book 3614 at Page 3-23, New Hanover County Registry (Herein the "RESTRICTIVE COVENANTS"); and WHEREAS, in accordance with Articles III and IV of the Restrictive Covenants they may be amended by the DECLARANT at any time prior to the first to occur of (i) December 31, 2009 or (ii) all Lots are sold by DECLARANT; and WHEREAS; DECLARANT owns lots 4B, 4A, 2 and 3 of AVALON OAKS; and WHEREAS, the DECLARANT desire to amend Article 8 USE RESTRICTIONS, Section 2 USE OF PROPERTY in order to comply with the requirements of the State of North Carolina Division of Water Quality Stormwater Management Permit Regulation by adding to Article 8, Section 2 the following restrictions: (mm) Stormwater Management: I. For All Projects: 1. The follawing covenants are intended to ensure ongoing compliance with State StormwaterManagement Permit Number SW8 030725. as issued by the Division of Water Quality under NC.4C 2H.1000. 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 Water Quality. 5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of Water Quality. II. Low Density Residential Subdivisions (In addition to I. I-I.5 and all others that apply) I. The maximum allowable built -upon area per lot is as follows: Lot# BUA Lot# BUA Lot# BUA 4C 4,00 4A 3 000sf 2 3.75 4B 3.00 I 3,750sf 3 3 750s These allotted amounts include 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, coquina and parking areas, but does not include raised open wood decking, or the water surface of swimming pools. 2. 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 3. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters. 4. All roof drains shall terminate at least 30' from the mean high water mark of surface waters. Except as amended herein, the aforesaid Restrictive Covenants for AVALON OAKS shall be and remain in full force and effect. This is the 47 day of September, 2003. AVALON OAKS, LLC A North Carolina Limited Liability Company BY: V --. tnrrrrstrm� Bruce H. 3ackso r., Manager s . ;kpGEI.T 2 : ,01rAQy .y 'ter STATE OF NORTH CAROLINA COUNTY OF BRUNSWICK I, &M-e- ,ai ' l a Notary Public of the County and State aforesaid, do hereby certify that Bruce H. Jackson, Jr., Manager of A`fALON OAKS, LLC, A Limited Liability Company, personally appeared before me this day and acknowledged the due execution of the foregoing in statement on behalf of the said company. Witness my hand and official seal this, the q day of September, 2003. i Notary Public My Commission Expires: 07-0 i-d7 REBECCA T. CHRISTIAN REGISTER OF DEEDS, NEW HANOVER 216 NORTH SECOND STREET WILMINGTON, NC 28401 Filed For Registration: 10/13/2003 02:40:20 PM Book: RE 4051 Page: 833-836 Document No.: 2003066577 AMD DECL 4 PGS $20.00 NS: $25.00 Recorder: MARVIS ANN STORER State of North Carolina, County of New Hanover The foregoing certificate of CONNIE MIDGETT BARNHILL Notary is certified to be correct. This 13TH of October 2003 REBECCA T. CHRISTIAN , REGISTER OF DEEDS By: Deputy/AssisteM Register of Deeds YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT. PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING. *2003066577* 2003066577