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HomeMy WebLinkAboutSW8070544_Historical File_20100331North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor March 31, 2010 Division of Water Quality Coleen H. Sullins Director Mr. Stephen H. Clark, Manager Waterboro Village Management, LLC 1009 Slater Road, Suite 400 Durham, NC 27703 Subject: Stormwater Permit No. SW8 070544 MOD Waterway Cove High Density Subdivision Project Brunswick County Dear Mr. Clark: Dee Freeman Secretary The Wilmington Regional Office received a complete modified Stormwater Management Permit Application for Waterway Cove on March 30, 2010. 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 21-11.1000. We are forwarding Permit No. SW8 070544MOD, dated March 31, 2010, for the construction of the project, Waterway Cove. This permit shall be effective from the date of issuance until July 3, 2017, and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system 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 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 final and binding. If you have any questions, or need additional information concerning this matter, please contact Christine Nelson, or me at (910) 796-7215. Sin rely, Georgette Scott Stormwater Supervisor Surface Water Protection Section GDP%can: 3:1WC8tSTORMWATERiPERMIT1070544iAOD.mar10 cc: Brandon Finch, P.E., The John R. McAdams Company Brunswick County Inspections Jeff Phillips, Brunswick County Engineering Division of Coastal Management Wilmington Regional Office Central Files Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-72151 FAX 910-350-20041 Customer Service:1-877-623-6748 Internet: www.ncwaterqualit.v.org An Equal Opportunity 1 Affirmative Action Employer NorthCarohna Naturally State Stormwater Management Systems Permit No. SW8 070544MOD STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT HIGH 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 Stephen Clark & Waterboro Village Management, LLC Waterway Cove 1611 Waterway Drive SW, Ocean Isle Beach, Brunswick County FOR THE construction, operation and maintenance of two (2) infiltration basins 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. This permit shall be effective from the date of issuance until July 3, 2017 and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.6 on page 3 of this permit. The subdivision is permitted for two (2) drainage areas with a maximum BUA per drainage area as follows: Drainage Area 01 Infiltration Basin #1 Drainage Area #2 Infiltration Basin #2 Drainage Area, Acres: 31.37 29.83 ftz: 1,366,567 1,299, 378 Maximum Allowable On -site BUA, fe: 634,964 I 337,903 Off -site BUA ftz: 36,492 286,610 !Vote: Built upon area includes, but is not limited to, roofed structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised, uncovered, open slat decking, or the water surface of swimming pools. 3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. Page 2 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD 4. Each basin must be operated with a 50' vegetated filter. 5. All stormwater collection and treatment systems must be located in either public rights -of --way, dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements_ in accordance with the approved plans. 6. The following design elements have been approved for the proposed infiltration basin stormwater facilities, and must be provided in the system at all times. Infiltration Basin #1 #2 a Drainage Area, acres', 31.37 29.83 Onsite, ft2: 1,275,527 737,454 Offsite, ft2: 91,040 561,924 b Total Impervious Surfaces, : 671,456 624,513 Buildings/Lots, ft2: 365,400 208,600 Streets/Parking, fe- 173,614 81,432 Sidewalks, fe: 65,489 42,871 Amenity Center, ft2: 18,861 0 Other, if 5,166 5,000 Future, ft2. 6,434 0 Offsite, ft2. 36,492 286,610 c. Design Storm, inches 1.5 1.5 d. Basin Depth, feet. 2 3 e. Bottom Elevation, FMSL. 30 10 f. Bottom Surface Area, 5,046 2,225 Bypass Weir Elevation, FMSL 31 13 h. Permitted Storage Volume* Storage Pond(s), ft3. 85,893 84,726 Infiltration Basin, ft3: 5,680 2,642 i. Type of Soil: Wando Wando J. Expected Infiltration Rate in/hr 10 9.3 k. Seasonal High Water Table, FMSL: 27.9 6.43 I. Time to Draw Down, hours. 46 44 m. Receiving Stream/River Basin: Intracoastal Waterway / Lumber n. Stream Index Number: 15-25 o. Classification of Water Body: SA;HQ_W p Pump system GPM' 230 GPM 193 GPM 0 Force Main, in: 4 4 Pump Model Godwin Dri-Prime Model Godwin Dri-Prime Model GSL80HV, 3600 RPM GSL80HV, 3600 RPM Pump Operating Point: 230 GPM, 52' TDH 193 GPM, 16' TDH The storage volume for these infiltration basins is contained in existing ponds where the stormwater runoff is directed. The treatment volume is then pumped to the infrltratinn basins for treatment. II. SCHEDULE OF COMPLIANCE 1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown on the approved plans as part of the stormwater management system without submitting a revision to the permit and receiving approval from the Division. Page 3 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD 2. The permittee is responsible for verifying that the proposed built -upon area within the permitted drainage areas for this project does not exceed the maximum allowed by this permit. Once the lot transfer is complete, the built -upon area may not be revised without approval from the permittee through the Architectural Review Committee (hereafter referred to as the ARC) and the NCDENR - Division of Water Quality. 3. The permittee must set up a Homeowner's Association such that the permit can be administered through the HOA via the ARC when the permit is eventually transferred to the HOA. 4. The permittee, through the ARC shall have the responsibility to review and approve, or disapprove, development plans, and track all new lot construction and additions to existing lot construction, for the purpose of maintaining compliance with the permitted BUA limits within each drainage area. The plans reviewed must show all proposed built -upon area. The permittee, through the ARC shall keep copies of all approved lot construction plans for the purposes of recordkeeping and auditing and shall make those records available to DENR staff on request. Any approvals given by the permittee through the ARC do not relieve the homeowner of the responsibility to submit all lot construction plans to the ARC for approval, to construct only what has been approved and to maintain compliance with the permitted BUA limit. 5. The permittee shall cause a copy of the recorded document so named "Declaration of Protective Covenants, Restrictions, Easements, Charges and Liens for Waterway Cove", (hereafter referred to in this permit as the "DPC"), prepared by Steve Reinhard, Attorney at Law, to be provided to all lot owners in Waterway Cove. 6. The permittee is responsible for verifying that the proposed built -upon area for the entire project and within each lot, including driveways and sidewalks, does not exceed the maximum 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. Both the permittee and the individual property owner are responsible for maintaining compliance with the built -upon area limit and both are subject to enforcement action and fines if the BUA is exceeded. 7. Individual lot built -upon areas will be recorded with the Brunswick County Register of Deeds office per the requirements of the DPC. The following statements shall be recorded with each deed: a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number SW8 070544, 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. Page 4 of 10 State Stormwater Management Systems Permit No. SWEI 070544MOD f. The maximum built -upon area per lot is [insert BUA limit] 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, coquina and parking areas, but does not include raised, open wood decking, or the water surface of swimming pools. g. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their allowable built -upon area due to CAMA regulations. h.. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be accomplished through providing roof drain gutters which drain to the street, grading the lot to drain toward the street, or grading perimeter swales and directing them into the pond or street. Lots that will naturally drain into the system are not required to provide these measures. i. Built -upon area in excess of the permitted amount will require a permit modification. 8. 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. 9. 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 the approved plans, regardless of size. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area. e. Further subdivision, acquisition, or sale of all or part of the project area. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought. f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. 10. The Director may determine that other revisions to the project should require a modification to the permit. 11. The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of the built -upon surfaces for the second phase of the development, the high density development. The first phase of the development consists of the construction of a low density area containing a maximum of 4,758 square feet of impervious area. The purpose of this low density area is for the construction of a temporary sales trailer as well as the associated temporary parking, sidewalks, and access road. Page 5 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD 12. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. Infiltration systems should not be used as erosion control devices, due to the potential clogging. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 13. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. 14. The permittee shall at all times provide the operation and maintenance necessary to assure that all components of the permitted stormwater system function at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to: a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. C. Mowing and revegetation of side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of structures, orifice, catch basins and piping. g. Access to all components of the system must be available at all times. 15. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken. 16. Permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 17. The permittee shall cause the following data to be tracked and recorded, and must submit a semiannual report to NCDENR, 127 Cardinal Drive Extension, Wilmington NC 28405. The report is due on the 15t" day of the months of June and December, for the life of the permit. The main point of contact in DENR to submit the report to will be Ms. Georgette Scott. Each report must contain columns in a spreadsheet format documenting the following information: a. Record the drainage area number as described in the plans and specifications of this permit. b. Note the streetaddress, the specific lot number, and the section/phase of the subdivision as shown on the approved plans as related to the drainage area in item a. c. Document the allowable built -upon -area (BUA) for each specific lot being described. 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. d. Record the actual impervious surface constructed for each lot. e. Demonstrate the difference (+/-) of the allowable built -upon -area versus the actual impervious area constructed for each developed lot. f. Note the lot owner's name. Make any necessary revisions to this item if the property changes ownership for any reason. Page 6 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD g. After development of individual lots is complete, document that all stormwater runoff on the lot drains into the permitted system. h. At the end of the section of each drainage area illustrate: 1) the total allowable built -upon -area (BUA) for the drainage area, 2) the road BUA within the drainage area, 3) the sidewalk BUA within the drainage area, 4) the total miscellaneous BUA within the drainage area, and 5) the total lot BUA constructed to date within the drainage area. i. The stormwater permit number SW8 070544 MOD will appear in the front cover of the report. j. The current president or vice president of the homeowners association will sign and have notarized a statement that all data contained within the report as submitted to NCDENR is true and accurate. 18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel. The facility must be in compliance with all permit conditions. Any items not in compliance must be repaired or replaced to design condition prior to the transfer. Records of maintenance activities performed to date will be required. 19. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 20. 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. 21. A copy of the recorded deed restrictions must be submitted to the Division along with the semi-annual report. The recorded copy must contain all of the statements above, the signature of the Permittee, the deed book number and page, and the stamp/signature of the Register of Deeds. 22. The permittee shall audit the built -upon areas within the project every 6 months to coincide with the semi-annual report submission. III. GENERAL CONDITIONS 1: This permit is not transferable to any person or entity except after notice to and approval by the Director. In the event there is either a desire for the facilities to change ownership, or there is a name change of the Permittee, a completed and signed "Name/Ownership Change Form" must be submitted to the Division of Water Quality accompanied by the appropriate documentation as listed on the form. The project must be in good standing with DWQ. The approval of this request will be considered on its merits and may or may not be approved. 2. The permittee is responsible for compliance with all of the terms and conditions of this permit until such time as the Director approves the transfer request. 3. Neither the sale of the project area, nor transfer of ownership of the common areas constitutes an approved transfer of the permit. 4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 5. 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. Page 7 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD 6. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 7. 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. 8. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the stormwater facilities during normal business hours. 9. The permittee shall notify the Division in writing of any name, ownership or mailing address changes at least 30 days prior to making such changes. 10. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction. 11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this permit. The renewal application shall include the appropriate application fee and documentation. Permit issued this the 31 t day of March, 2010. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION IN Division of Water Quality By Authority of the Environmental Management Commission Page 8 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD Waterway Cove Page 1 of 2 Stormwater Permit No. SW8 070544MOD Brunswick County Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (period icaiiy/weekly/full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. The checklist of items on page 2 of this form are a part of this Certification. Noted deviations from approved plans and specifications: Signature Registration Number Date SEAL Page 9 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD Certification Requirements: Page 2 of 2 The drainage area to the system contains approximately the permitted acreage. 2. The drainage area to the system contains no more than the permitted amount of built -upon area. 3. All the built -upon area associated with the project is graded such that the runoff drains to the system. 4. All roof drains are located such that the runoff is directed into the system. 5. The outlet/bypass structure elevations are per the approved plan. 6. The outlet structure is located per the approved plans. 7. Trash rack is provided on the outlet/bypass' structure. 8. All slopes are grassed with permanent vegetation. 9. Vegetated slopes are no steeper than 3:1. 10. The inlets are located per the approved plans and do not cause short- circuiting of the system. 11. The permitted amounts of surface area and/or volume have been provided. 12. Required drawdown devices are correctly sized per the approved plans. 13. All required design depths are provided. 14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated filter. 15. The required dimensions of the system are provided, per the approved plan. cc: NCDENR-DWQ Regional Office Brunswick County Building Inspections Page 10 of 10 DWQ USE ONLY Date Received Fee Paid Permit Number 41�5 Applicable Rules: Coastal SW —❑ Coastal SW — 2008 ❑ Ph Il - Post Construction (select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan ❑ Other WQ M t Plan: 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. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans specifications, letters, operation and maintenance agreements, etc.): Waterwav Cove 2. Location of Project (street address): 1611 Waterway Drive SW City:Ocean Isle Beach County:Brunswick Zip:28469 3. Directions to project (from nearest major intersection): From the M=M ion of NC 172 (Beach Dr SW) & NC 904 aus way Dr), travel west ap -M Q 75-miles to the intersection of Waterway Dr SW & NC 179/904 The prrWect is located at the SE Corner of this intersection 4. Latitude:30° 5V 03" N --- Longitude: ° 27' 01"YK - _ of the main entrance to the project. II. PERMIT INFORMATION: 1. a. Specify whether project is (check one): ❑New OModification b.If this application is being submitted as the result of a modification to an existing permit, list the existing permit numberSWB 0705g44MOD ,its issue date (if laiown)Se tember 8 2009 and the status of ConSlTL7ctiOn: ❑Not Started ®Partially Completed* ❑ ampleted* *provide a designers certi;G6itwn 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 DWQ requesting a state stormwater management permit application, list the stormwater project number, if assigned, N/A, and the previous name of the project, if different than Currently proposed, N/A 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): OCAMA Major ®Sedimentation/Erosion Control: 41.7 ac of Disturbed Area ❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts Varies by type - See Permit 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:.QAM— N-_Wgr - Permit No. 179-07 (issued 11 /04,/20Q9); 5&E - Project ID: BRUNS-2008-031(issued 09/03/200 )• DW - Project No.07-179MOD (issue (l2QQ9); JUSSACE COE Action ID SAW-2006-41576._ Fonn SWU-101 Version 07hily2009 Page 1 of 6 MAR 0 2 2010 BY: k ,k ccs5 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 awns the project): Applicant/Organization:Waterboro Village Management, LLC Signing Official & Title:Mr. Stephen H. Clark - Manager b. Contact information for person listed in item la above: Street Address:1009 Slater Road-- Suite 400 City:Durham State:NC Zip:27703 Mailing Address (if applicable):1009 Slater Road - Suite 400 City:Durham State:NC Zip:27703 Phone: 919 ) 433-2973 Fax: Email:steve.clark@sharedaccess.com c. Please check the appropriate box. The applicant listed above is: ® The property owner (Skip to Contact Information, item 3a) El Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below) ❑ 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 & 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 project's construction supervisor or other person who can answer questions about the project: Other Contact Person/Organization:Dail Development Company Signing Official & Title:Mr. Hardy Dail - Owner b.Contact information for person listed in item 3a above: Mailing Address:1140 Kildaire Farm Rd.- Suite 308 City:Cary State:NC Zip:27511 Phone: (919 ) 650-3144 Fax: (919 ) 650-3041 Email:hdaiK@daildevelopment.com Form SWU-101 Version 07July2009 Page 2 of 6 4. Local jurisdiction for building permits: Town of Ocean Isle Beach Point of Contact:Justin W. Whiteside - Plannink Director Phone #: (910 ) 579-3469 . IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwater runoff will be treated. The proposed stormwater system includes temporary storage of the required runoff volume within the middle & lower onsite ex ponds. This volume is then pumped to off-line infiltration basins 2 total) Runoff from the 10-yr event & below will be bypassed &treated via level spreaders/filter strips Storm events larger than the 10-yr event will activate emergency spillways 2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: ® Approval of a Site Specific Development Plan or PUD Approval Date: 03/13/2007 ❑ Valid Building Permit Issued Date: ® Other: Town of OIB Letter Date: 04/22/2009 b. Identify the regulation(s) the ro'ect has been designed in accordance with: ® Coastal SW —1995 E P� II — Post Construction 3. Stormwater runoff from this project drains to the Lumber River basin. 4. Total Property Area: 49.72 acres 5. Total Coastal Wetlands Area: 0.93 acres 6. Total Surface Water Area: 2.03 (ex. pondslacres 7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area': 46.76 acres + TotaI project area shall be calculated to exclude the fallowing: 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 MHW) line. The resultant project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW or MHW) line may be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 47.8 % 9. How many drainage areas does the project have?2 (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 _ Drainage Area _ Drainage Area _ Drainage Area Receiving Stream Name See Attachment A See Attachment A See Attachment A _ See Attachment A Stream Class Stream Index Number Total Drainage Area (sf) On -site Drainage Area (sf) Off -site Drainage Area (sf) Proposed Impervious Area** (sf) Impervious Area** (total) Impervious" Surface Area I Drain -age Area_, Drainage Area _ Drainage Area _ Drainage Area _ On -site Buildings/Lots (sf) See Attachment A See Attachment A See Attachment A See Attachment A On -site Streets (sf) On -site Parking (sf) On -site Sidewalks (sf) Other on -site (sf) Future (sf) Off -site (sf) Existing BUA*** (sf) Total (sf): * Stream Class and Index Number can be determined at: http://`h2o.enr.state.nc.uslbimslre.portslrQ2ortsWB.html Form SWU-101 Version 07July2009 Page 3 of 6 E� z T •.bi w � Nrw„www V r � .�• S a � .� N � Cwn fwn w o iV � Doa tl•>� v b r- tl tl tl tl a g 0 g •5 ��` Q A ti i a Q O O O rn m h 0 o w w En N o O �O O %D to O N h 00 N N o0 � N cD I O S * y � C 0 q A4 q f' � vi vi C � ed O1 ^ N C N a u., Orn w 00 a O� � dN ON 00 '•'� � h 00ti a7 •--� N c0 W � O � C � � 56 V)wwwwu,w rn cn vz m m En m A? 0 0 0 0 0 0 0 0 t3 u 6: w d � a O a k, Ell) Ln O En N00 �1 Fi 00 00 N 0 O� N O\ — b M h h M N7 w a 0 a n' w v, w v, n in in [^ ►7 �OaM�Oa`O N 00 d tl tl Im envious area is defined as the built upon area including, but not limited to, buildings, roads; parking areas, sidewealks, gravel areas, etc. '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 BUA. 11. How was the off -site impervious area listed above. determined? Provide documentation. GIS information obtained from Brunswick County Proiects in Union Nunty: Contact DW 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 asper 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 downloaded fromhtty://h2o.enr.state.nc.us/su/bmp forms.htm. 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. A detailed application instruction sheet and BMP checklists are available from h4://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating project on the interactive online map athttl2://h2o.enr.state.nc.us/su/msi maps.htm.) 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 from http://h2o.enr.state.nc.us/su/bmp forms.htm. 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 Form. (if required as per Part. VII below) 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M agreement(s) for each BMP. 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to http://www.envhelp.org/pages/onesWexpress.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/management for 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 1h mile of the site boundary, include the.1h mile radius on the map. 7. Sealed, signed and dated calculations. 8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: 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 BIJA 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. Initials "IF BeF 8¢C 6GIF 6" 6" 6QF eev: Form SWU-101 Version 07July2009 Page 4 of 6 m. Wetlands delineated; or a n6te 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. 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 . :89f 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 d site visit for DWQ to verify the SHWT prior to submittal, (910) 796-7378.) 10. A copy of the most current property deed. Deed book: 2561 Page No: 0556 1612* 11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 6121: Secretary of State or other official documentation, which supports the titles and positions held by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 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. htt ://www secretary state nc us/Corporations/CSearch aspx VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed 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://h2o.enr.state.nc.us/su/bml2 forms.htm#deed restrictions. 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 DWQ 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:Brandon R. Finch Consulting Firm: The John R. McAdams Company, Inc. Mailing Address:PO Box 14005 City:Research Triangle Park State:NC Zip:27709 Phone: (919 ) 361-5000 Email:finch@ecoengr.com Fax: (919 ) 361-2269 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 1a) with (print or type name of organization listed in Contact Information, item IN to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittaf, which indicates the party responsible for the operation and maintenance of the stormwater system. Form SWU-101 Version 07July2009 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 DWQ Stormwater permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DWQ 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: a Notary Public for the State of do hereby certify that Date: -County of 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 X. APPLICANT'S CERTIFICATION 1, (print or type name of person listed in Contact Information, item 2) Stephen I -I. Clark certify that the information included on this permit application for 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 cove its 1 be re orded, d that the proposed project complies with the requirements of the applicable story ru s nd 15A N C 2H .1000, SL 200b-24(i (Ph. II -Post Construction) or SL 2008-211. Signature: V\ Date:3C) fN� Z&ry 1,54"efv' -T • 9,e;^1-0� a Notary Public for the State of V1--%aV'b- CC-Mb Countyof l-a.0 do hereby certify that 5i!�e6n h- C- Y= personally appeared before me this ae'day of 1'I'Lc+.rt.l-- ao 10. and a nowledge ie d e exe xt' of the application for a stormwater permit. Witness my hand and official seal, STEVIE�N II REINHARD PUBLIC WAKE COUNTY STATE OF NORTH CAROLINA MY COMMISSION EXPIRES 5.22.201 SEAL My commission expires S - 2-Z - Z.o ► 2. I MAR 3 1 2010 L13Y:___.__._ i`orm SWU-101 Vorsion OVuly2009 Page 6 of 6 Waterway Cove Stormwater Permit No. SW8 070544MOD Brunswick Count Designer's Certification State Stor water Management Systems Permit No. SW8 070544MOD Page 1 of 2 f� 1, &A-JV0J e. FiNca , as a duly registered_ PaoPFfi t%b4AL &J6W§!&6t in the State of North Carolina, having been. authorized to observe 4eriodicall weekly/full time) the construction of the project, bIE'. 94-4 W ASE. lA %J-% 1 rAEP AT IMIE 'VA (Project) tnle-wnF.I� IIDK PE1mN+T%E0 sT0zr4w .Iz P(APJA6EMIe&rr for 1%*V6eG060 wu.A6E1►dA.ra6EHFaJT UL C. (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. The checklist of items on page 2 of this form are a part of this Certification. Noted deviations from approved plans and specifications: W 41t" A 4' 6A'q'' vAL-iE- WOtS AOM V of eot11 nK M0%,2,M Aop SWTA 5 10am"Tea Fol2c'e MA.•1 Tp KEEP 'M& Pt A4P eeo%4 O'%vfeVL OUT oa THE SKSt1EM C.U2uft ? Paa►.roE �}E AE1�� ri 7o Ap�ST �{E FLut,J AT 'ME SKSIEN Qq&" 1ICW3 pt,�,J i Signature Registration Number Date SEAL. S OCT 08 2010 Page 9 of 10 State Stormwater Management Systems Permit No. SW8 070544MOD Certification Requirements: Page 2 of 2 S%K 1, The drainage area to the system contains approximately the permitted acreage. PQF _ _2. The drainage area to the system contains no more than the permitted PL fimf. Nam &J" PAS to spy W,F,J amount of built -upon area. 4av� 3. All the built -upon area associated with the project is graded such that the TvAs cs4mF(cA`0 runoff drains to the system. 62F 4. All roof drains are located such that the runoff is directed into the system. sieF 5. The outlet/bypass structure elevations are per the approved plan. gag: 6. The outlet structure is located per the approved plans. Vic 7. Trash rack is provided on the outlet/bypass structure. _G 8. __ All slopes are grassed with permanent vegetation. she se M"%IkTce,eo roa rs"AWASMAGAA _i¢F 9. Vegetated slopes are no steeper than 3:1. (5" 10. The inlets are located per the approved plans and do not cause short- circuiting of the system. 11. The permitted amounts of surface area and/or volume have been - provided. �Q.Nt►JAi'�2 WM1�h t3¢� 12. Required drawdown devices are correctly sized per the approved plans. 9" 13. All required design depths are provided. oaf 14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated filter. W 15. The required dimensions of the system are provided, per the approved plan. CC'. NOD- ENR-DWQ Regional Office Brunswick County Building Inspections �RECEIVJED 08 2010 IBX:_- _ I Page 10 of 10 �c Pi 01 �c TRANSACTION REPORT APR-01-2010 THU 10:28 AM �c c FOR "; NCDENR 910 350 2004 4 f ; SEND,, � ` ' r p E. S 'yA T RECE I0 TX TIME PAGES TYPE ! NOTE M# DP 'AP f —01 � I� A I' 9191936 i 2269 1' 45" 11 FAX; TX OK 654. i �%' t %K TOTAL 1 M 45S PAGES k 11 >K IP A�II�A�,A�Aimlli�Ai�mA�A�Ai+Ftm �RmA�mAi �T �IiMA�A�/I��mA�?i�ll�ll�mA��liMmMA���Ii�Tm�li�mmmA�mA�A�A�m A�A�m/I��h A�A�Ai A�A��li��mA�A��IimA�MMA�mA��+li�Mm�TMmA�A�A�mTA��Ai A�iT � i. State of North Carolina Department of Environment and Naturaf Resourm Wilmington Regional Office $evenly Fem Perdu, Governor FAX COVER SHE T • Dee Freem n, Secretary Dale: : �� No. Pages (excl. cover): To: 4 o.J Y ! t From: Jo Casmer c FaX: o-2 e." Phone: (910) 796-7336 Fax: (910Z350-200� 127 CwdhW-Drive Bx"61011, Wilmington, NC 2W5 a (910) 796r7215 s An Equal Qppwtuuity Aiim*ive Action Employer T E JOHN K McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Ms. Christine Nelson Date: March 30, 2010 Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 ** FEDERAL EXPRESS ** (910) 796-7215 Re: Waterway Cove Job No.: WVM-08000 I am sending you the following item(s): COPIES DATE NO. DESCRIPTION 2 State Stormwater Permit Applications (original & co These are transmitted as checked below: ❑ As requested ® For your use ® For approval ❑ 1—I Copy to: Signed: Brandon R. Finch, PE Sr. Stormwater Project Manager FOR INTERNAL USE ONLY ❑ Copy Letter of Transmittal Only to File ® Copy Entire Document to File CIVIL ENGINEERING LAND PLANNING • SURVEYING PO Box 14005 • Research Triangle Park, NC 27709 • (919) 361-5000 • fax (919) 361-2269 www.johnrmcadams.com THE JOHN K McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Ms. Christine Nelson Date: Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 (910) 796-7215 Re: Waterway Cove Job No. I am sending you the following item(s): March 29, 2010 ** FEDERAL EXPRESS ** WVM-08000 COPIES DATE NO. DESCRIPTION 2 revised amenity sheets C-2 and C-3 These are transmitted as checked below: ❑ As requested ® For your use ® For approval ❑ ❑ For review and comment ❑ Remarks: Copy to: Signed: Brandon R. Finch, PE Sr. Stormwater Project Manager FOR INTERNAL USE ONLY �- ® Copy Letter of Transmittal Only to File ❑ Copy Entire Document to File MAR 3 0 2010 CIVIL ENGINEERING • LAND PLANNING • SURVEYING- S Ot PO Box 14006 • Research Triangle Park, NC 27709 • (919) 361-5000 • fax (919) 361-2269 www.johnrmcadams.00m AL HCDEHR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary March 29, 2010 Mr. Stephen H. Clark, Manager Waterboro Village Management, LLC 1009 Slater Rd, Suite 400 Durham, NC 27703 Subject: Request for Additional Information Stormwater Project No. SW8 070544 MOD Waterway Cove Brunswick County Dear Mr. Clark: The Wilmington Regional Office received an Express Stormwater Management Permit Application for Waterway Cove on March 2, 2010 with additional information received on March 19, 2010 and March 29, 2010. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: 1. The water generated from the outdoor shower cannot drain to the stormwater system. Instead, the water from the .outdoor shower must drain to the sanitary sewer system. Please remove this connection to the stormwater system from plan sheet C-2. 2. The following comment was overlooked during the first review: Please complete, sign and notarize Section X of the application. Instead of Section X, Section IX of the application has been signed and notarized. Section IX is intended to be completed for projects being developed someone other than the land owner. 3. Due to the minor nature of these comments, the express Addlnfo fee has been waived for this request for additional information. Please note that this request for additional information is in response to a preliminary review. The requested information should be received in this Office prior to April 5, 2010, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to submit the information, please email or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. Please note that a second significant request for additional information may result in the return of the project. If the project is returned, you will need to reschedule the project through the Express coordinator for the next available review date, and resubmit all of the required items, including the application fee. The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone: 910-796-72151 FAX: 910-350-20041 Customer Service:1-877-623-6748 N6fthCarohna Internet: www.ncwaterqualRy.org iahou!!y An Equal Opportunity 1 Affirmative Action Employer Stephen Clark March 29, 2010 Stormwater Application No. SW8 070544 MOD Please label all packages and cover letters as "Express" and reference the project name and State assigned project number on all correspondence. If you have any questions concerning this matter please feel free to call me at (910) 796-7323 or email me at christine.nelson@ncdenr.gov. Sincerely, Christine Nelson Environmental Engineer GDS/can: S:IWQSISTORMWATERIADDINF0120101070544MOD.mar10 2 cc: Hardy Dail, Dail Development Company Brandon R. Finch, The John R. McAdams Company, Inc. Christine Nelson Wilmington Regional Office Page 2 of 2 Nelson, Christine From: Nelson, Christine Sent: Monday, March 29, 2010 3:11 PM To: Isteve.clark@sharedaccess.com'; 'hdail@daildevelopment.com'; 'Finch, Brandon' Cc: Russell, Janet Subject: 2nd request for additional info: Mod to.SW8 070544 - Waterway Cove Attachments: 070544MOD marl 2.Of Gentlemen, I have attached the 2"d request for additional information for the modification to Stormwater Project SW8 070544 — Waterway Cove. The original and..ggp e: s_will..also-be-sent in mail` Also please keep in mind that Friday is a NC state holiday and I will be out of the office. Let me know if you have questions. Thanks, Christine Christine Nelson Environmental Engineer NC DWQ - Stormwater Program Wilmington Regional Office 910-796-7323 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. �- TIE JOHN R McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Ms. Christine Nelson Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 (910) 796-7215 Re: Waterway Cove I am sending you the following item(s): Date: March 26. 2010 ** FEDERAL EXPRESS ** Job No.: WVM-08000 COPIES DATE NO. DESCRIPTION 2 Amenity Center Plans without utility plans) 1 Updated Attachment A These are transmitted as checked below: ❑ As requested ® For your use ® For approval ❑ ❑ For review and comment ❑ Remarks: Copy to: Signed: randon R. Finch, PE r. ager FOR INTERNAL USE ONLY ® Copy Letter of Transmittal Only to File ❑ Copy Entire Document to File 79MA 2010 CIVIL ENGINEERING • LAND PLANNING SURVEYING:CS� PO Box 14005 • Research Triangle Park, NC 27709 • (919) 361-5000 • fax (919) 361-2269 www.johnrmcadams.com TIE JOHN R McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Ms. Christine Nelson Date: March 18, 2010 Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 FEDERAL EXPRESS' (910) 796-7215 Re: Waterway Cove Job No.: WVM-08000 I am sending you the following item(s): COPIES DATE NO. DESCRIPTION 2 Revised sheets C-2, P-14, and post DA maps 2 Revised I13#1 supplements 2 Revised Attachment A These are transmitted as checked below: ❑ As requested ® For approval ❑ For review and comment Remarks: Copy to: ® For your use n n Signed: FOR INTERNAL USE ONLY ❑ Copy Letter of Transmittal Only to File ® Copy Entire Document to File � - ezz; i;; 0 P randon R. Finch, PE Sr. Stormwater Project Manager MAR i 9 2010 BY: E ce ss ^ �.•Ml CIVIL ENGINEERING • LAND PLANNING • SURVEYING PO Box 14005 • Research Tdangle Park, NC 27709 • (919) 361-5000 • fax (919) 361-2269 www.johnrmcadams.com EcoEngineering A division of The John R. McAdams Company, Inc. March 18, 2010 Christine Nelson NCDENR Division of Water Quality: Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Re: Response to Request for Additional Information Waterway Cove Stormwater Project No. SW8 070544 MOD MIH-09000 Dear Ms. Nelson: Below please find our comments regarding your request for information for the above referenced project. 1. Please update Attachment A to reflect the changes to the table shown in Section IV.10 of the application. For instance, please distinguish in Attachment A between the onside drainage area and the off -site drainage area. Response: Per your request, please find enclosed a revised Attachment A. 2. Please include the drainage area for infiltration basin #2 on the post - development drainage area map. Response: As requested, the drainage areas to the infiltration basins have been added to the post -development drainage map. Two copies are enclosed for your review/records. 3. Please update plan sheets C-2 and P-14 to reflect the proposed re -location of infiltration basin # 1. Response: Two copies of updated sheet C-2 and P-14 are enclosed for your review /records. 4. Please verify the detail of the force main line for infiltration basin # 2 on plan P-14. It appears that the force main line extends into the basin, creating a fifth inlet. Was this change intended? Response: This was not an intended change and was an oversight in the Research Triangle Park, NC previous submittal. The updated P-14 sheet contains this correction. Post Office Box 14005 Research Triangle Park, Please complete lete a new infiltration basin supplement based on the new design North Carolina 27709 p pp 2905 Meridian Parkway of infiltration basin #1. The revised supplement provided was not fully Durham, North Carolina 27713 800-733-5646 y a 919-287-4262 RE CTr;U1.221dl l 919-361-2269 Fax MAR 1 9 2010 www.ecoengr.com Design Services Focused On Client Success BY: .[JEcoEngineering A division of The John R. McAdams Company, Inc. Ms. Christine Nelson March 18, 2010 Ballentine — 3`d Review Response to Comments Page 2 updated. For instance, the volume provided in the basin is still listed as the old volume. Response: Per your request, a revised supplement (1 original and 1 copy) has been enclosed. 6. In the notes of the volume provided, it is identified that 5,680 cf of storage is provided in the basin at an elevation of 31 ft. However, under the Basin Design Parameters section of the supplement, the storage elevation is listed as 30 with a storage surface area equal to the bottom surface area. Please ensure information is presented accurately and consistently. Response: This information has been appropriately edited on the revised infiltration basin supplement. 7. Under the Additional Information section of the supplement, please complete the maximum runoff to each inlet. Response: This information has been appropriately edited on the revised infiltration basin supplement. 8. Due to the minor nature of these comments, the express AddInfo fee has been waived for this request for additional information. Response: Thank You. 9. Please keep in mind that changing one number may change other numbers and require the calculations, supplements, and other supporting documentation to be updated. Verify all numbers are correct to ensure consistency in the application documents. Response: Noted If you have any other questions or concerns, please do not hesitate to contact me. Thank you. Sincerely, EcoEngineering A division of The John R. McAdams Company, Inc. ;?C, e r--e Brandon R. Finch, PE Senior Project Manager WVM-08000 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary March 16, 2010 Mr. Stephen H. Clark, Manager Waterboro Village Management, LLC 1009 Slater Rd, Suite 400 Durham, NC 27703 Subject: Request for Additional Information Stormwater Project No. SW8 070544 MOD Waterway Cove Brunswick County Dear Mr. Clark: The Wilmington Regional Office received an Express Stormwater Management Permit Application for Waterway Cove on March 2, 2010. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: 1. Please update Attachment A to reflect the changes to the table shown in Section IV.10 of the application. For instance, please distinguish in Attachment A between the onside drainage area and the off -site drainage area. 2. Please include the drainage area for infiltration basin #2 on the post - development drainage area map. 3. Please update plan sheets C-2 and P-14 to reflect the proposed re -location of infiltration basin # 1. 4. Please verify the detail of the force main line for infiltration basin # 2 on plan P-14. It appears that the force main line extends into the basin, creating a fifth inlet. Was this change intended? 5. Please complete a new infiltration basin supplement based on the new design of infiltration basin #1. The revised supplement provided was not fully updated. For instance, the volume provided in the basin is still listed as the old volume. 6. In the notes of the volume provided, it is identified that 5,680 cf of storage is provided in the basin at an elevation of 31 ft. However, under the Basin Design Parameters section of the supplement, the storage elevation is listed as 30 with a storage surface area equal to the bottom surface area. Please ensure information is presented accurately and consistently. 7. Under the Additional Information section of the supplement, please complete the maximum runoff to each inlet. Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone: 910-796-72151 FAX: 910-350-20041 Customer Service:1-877-623.6748 N rthCarolina Internet: www.newaterqually.org Aaturally . An Equal Opportunity 1 Affirmative Action Employer Stephen Clark March 16, 2010 Stormwater Application No. SW8 070544 MOD 8. Due to the minor nature of these comments, the express Addlnfo fee has been waived for this request for additional information. 9. Please keep in mind that changing one number may change other numbers and require the calculations, supplements, and other supporting documentation to be updated. Verify all numbers are correct to ensure consistency in the application documents. Please note that this request for additional information is in response to a preliminary review. The requested information should be received in this Office prior to March 23, 2010, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to submit the information, please email or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. Please note that a second significant request for additional information may result in the return of the project. If the project is returned, you will need to reschedule the project through the Express coordinator for the next available review date, and resubmit all of the required items, including the application fee. The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. Please label all packages and cover letters as "Express" and reference the project name and State assigned project number on all correspondence. If you have any questions concerning this matter please feel free to call me at (910) 796-7323 or email me at christine.nelson@ncdenr.gov. Sincerely, Christine Nelson Environmental Engineer GDS/can: S:IWQSISTORMWATERIADDINFO120101070544MOD.mar10 cc: Hardy Dail, Dail Development Company Brandon R. Finch, The John R. McAdams Company, Inc. Christine Nelson Wilmington Regional Office Page 2 of 2 Nelson, Christine From: Nelson, Christine Sent: Tuesday, March 16, 2010 10:13 AM To: 'steve.clark@sharedaccess.com; 'hdail@daildevelopment.com; 'Finch, Brandon' Cc: Russell, Janet Subject: request for additional into: Mod to SW3 070544 -• Watei wa_v Cave Attachments: 070544MOD mar10.pdf Gentlemen, I have attached a pdf of the .request for additional information for the modification to Stormwater Project SW8 070544 — Waterway Cove. The original and copies will also be sent iil mail. Please let me know if you have questions. Thanks, Christine Christine Nelson Environmental Engineer NC DWQ - Stormwater Program Wilmington Regional Office 910-796-7323 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. TIC JOHN R. McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Ms. Janet Russell Date: March 1, 2010 Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 "* FEDERAL EXPRESS ** (910)796-7215 Re: Waterway Cove Job No.: WVM-08000 I am sending you the following item(s): COPIES DATE NO. DESCRIPTION 1 Drainage Area Maps 1 original & 1 co These are transmitted as checked below: ® As requested ® For approval ❑ For review and comment Remarks: ® For your use Copy to: Signed: Brandon R. Fint;h, PE Sr. Stormwater Project Manager FOR INTERNAL USE ONLY - —o� ❑ Copy Letter of Transmittal Only to File ® Copy Entire Document to File MAR 0 2 2010 CIVIL ENGINEERING • LAND PLANNING • SURVEYI PO Box 14005 • Research Triangle Park, NC 27709 a (919) 361-5000 • fax (919) 361-2269 www.johnrmcadams.com 'i r'?s.'11i r, 79 THE JOHN R. McADAMS COMPANY, INC. February 15, 2010 Ms. Linda Lewis Environmental Engineer North Carolina Division of Water Quality Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405 RECEIVED MAR 0 2 2010 BY: RE: Waterway Cove State Stormwater Management Permit — Revision #1 Permit No. SW8 070544MOD WVM-08000 Dear Ms. Lewis: The purpose of this letter is to help clarify the proposed changes at Waterway Cove, with the hope it will help to aid in further review. The following changes (which we have previously corresponded via email) are proposed as part of this submittal: ■ Re -location of Infiltration Basin #1 — This revision consists of shifting the previously permitted infiltration basin to the northeast, but within close proximity to the prior location. As discussed, additional soil borings are not needed as part of this submittal. ■ Construction of a Temporary Sales Trailer — This revision deals Research Triangle Park, NC with Condition #10 of the current permit (dated September 8, 2009) Post Office Box 14005 and the our request to install a temporary sales trailer, along with Research Triangle Park, associated parking area, sidewalks, and access road. Per Condition North Carolina 27709 #10, the entire stormwater system shall be constructed and operational 2905 Meridian Parkway Durham, North Carolina 27713 prior to the construction of nv built upon area. It is our intent to build 8OO-733-5646 the temporary sales trailer area prior to completion of construction of 919-361-5000 the permitted stormwater system. Therefore, we are requesting a 919-361-2269 Fax "temporary, low -density" phase for the sales trailer area. Charlotte, NC There has also been a minor change to the approved plan set to correct an 6701 Carmel Road invert error. While there are changes associated with other aspects of the plan Suite 205 set that have been made since the DWQ approval (i.e. water / sewer changes, Charlotte, North Carolina 28226 pump station changes, etc.), the following is the minor change made to the 704-527-0800 -733-5646 gy 80stormwater management system: 704-527-2003 Fax Sheet DR-2 — The invert elevations previously shown for the emergency drain system were incorrect (previously listed as 12.4 and Wilmington, NC 12.0) and would not allow the pond to drain. These have been edited to 3904 Oleander Drive 9.4 and 9.0. Suite 200 Wilmington, North Carolina 28403 800-733-5646 910-799-8181 910-799-8171 Fax www.johnrmcadams.com i Design Services Focused On Client Success THE JOHN R. WADAMS COMPANY, INC. Ms. Linda Lewis WVM-08000 February 15, 2010 Page 2 In support of this request, the following items are included within this submittal package: ■ Annotated State Stormwater Management Permit — The current permit has been annotated to show the required changes associated with the relocation of Infiltration Basin #1. There were also a few minor, "house -keeping" edits (e.g. breakdown of the approved drainage areas) that were annotated such that the new permit would match the approved calculations. Please note no changes to the permitted impervious area or drainage area are proposed as part of this submittal. ■ Annotated Infiltration Basin Supplement - The approved infiltration basin supplement has been annotated to show the required changes associated with the relocation of Infiltration Basin #1. ■ Revised Calculation Book (dated January 25, 2010) ■ Revised Plan Set (2 sets total) — The overall plan set showing the changes associated with the infiltration basin has been included, along with a layout / grading plan for the temporary sales trailer area. ■ Updated Pump Design Calculations for Infiltration Basin #1 ■ DWQ review fee of $4,000 for a permit modification Hopefully the above letter and enclosed information helps to aid in further review of this project. If you should you have any questions or need any additional information, please feel free to contact me at (919)-361-5000. Sincerely, THE JOHN R. McADAMS COMPANY, INC. oceoe- xf Brandon R. Finch, PE Sr. Project Manager ('RECEIVED MAR 0 2 2010 By: WATERWAY COVE DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS, CHARGES, AND LIENS FOR WATERWAY COVE THIS DOCUMENT REGULATES OR PROHIBITS THE DISPLAY OF POLITICAL SIGNS. SEE ARTICLE II, SECTION 6. Prepared by and return after recordirxg to: Steven 1. Reinhard, Esq. 1009 SIater Road, Suite 400 Durham, NC 27703 A MAR 022010 DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS, CHARGES AND LIENS FOR WATERWAY COVE THIS DECLARATION is made by WA T ERBORO VILLAGE MANAGEMENT, LLC:, a North Carolina limited liability company ("Waterboro") and consented to by BANK OF AMERICA, N.A., a national banking association. WITNESSETH: WHEREAS, Waterboro is the owner of the real property more particularly described below and desires to develop thereon a residential subdivision commonly referred to Waterway Cove; and WHEREAS, Declarant (as hereinafter defined), in its discretion, may (but is not required to) incorporate any additional real property as additional phases of the Subdivision and make the same subject to this Declaration in accordance herewith; and WHEREAS, Waterboro desires to establish the covenants, restrictions, easements, charges and liens contained in this Declaration for the purpose of insuring a uniform scheme of development for all of the Subdivision, for the preservation of the values and amenities in the Subdivision and for the maintenance of common areas and facilities, if any, and to this end, desires to subject the real property described in Exhibit A attached hereto and any additions that may be subsequently annexed to the scheme of development as provided herein to the covenants, restrictions, easements, charges and liens hereinafter set forth, each and all of which is and are for the benefit of the Subdivision (and the Lots and Common Area located within) and each Owner thereof; and WHEREAS, Waterboro has deemed it desirable, pursuant to the Declaration and for the efficient preservation of the values and amenities in the Subdivision, to create an association to which will be delegated and assigned the powers of maintaining and administering the Subdivision, promulgating rules and regulations for the usage of Common Areas in accordance with this Declaration, administering and enforcing the covenants and restrictions and levying, collecting and disbursing the Assessments and charges hereinafter created; and WHEREAS, Waterboro has caused to be incorporated under the laws of the state of North Carolina, a non-profit corporation known as Waterway Cove Homeowners Association, Inc. for the purpose of exercising the aforesaid functions. NOW THEREFORE, Waterboro declares that the real property described in Exhibit A attached hereto and forming a part hereof, is and shall be held, transferred, sold, conveyed and occupied subject to the North Carolina Planned Community Act (codified in Chapter 47F of the North Carolina General Statues) and to the covenants, restrictions, easements, charges and liens hereinafter set forth, which covenants, restrictions, easements, charges and liens shall run with the land and be binding upon Declarant and all successors in title thereto and shall insure to the benefit of Declarant and each Owner. ARTICLE I Definitions Section 1. The following words when used in this Declaration or any Supplemental Declaration (unless the context prohibits) have the following meanings: R Waterway Cove Declaration of. Covenants MAR 0 2 2010 gage 1 py. �4 (a) "Act" means The North Carolina Planned Community Act, Chapter 47F of the North Carolina General Statutes, as the same may be amended, or such successor or replacement act. (b) "Additional Property" means the additional lands that Declarant, in its discretion, may incorporate or annex as additional phases of the Subdivision and bring same under and subject to this Declaration. (c) "ABC' means the Architectural Review Committee established under Article IV hereof. (d) "Architectural Review Guidelines" means the architectural guidelines promulgated from time to time by the ARC pursuant to Article W, Section 2. (e) "Assessment" means one or more of the annual assessments, special assessments and/or Individual Assessments as established and provided for in Article VIII. (f) "Association" means Waterway Cove Homeowners Association, Inc., its successors and assigns, a North Carolina nonprofit corporation. (g) "Board of Directors" means the board of directors of the Association. (h) "Buffer Area" means an area identified as a "Buffer Area" (or words of similar import) on any recorded plat of the Subdivision. (i) "Common Area" means (i) all common area and those areas of land, including the facilities or improvements to be constructed thereon, if any, specifically designated as "Common Area" on any map or plat of the Subdivision recorded by Declarant or the Association with the Brunswick County Register of Deeds or by any other means so designated by Declarant or the Association; and (ii) private water and sewer lines located outside public street rights -of - way. 0) "Common Expenses" mean expenditures made by or financial liabilities of the Association, together with any allocations to reserves, and includes, but is not limited to, (i) expenses for maintenance, repair and replacement of the private roads, streets and alleys of the Subdivision, of the landscaping of the Common Areas and those portions of the Lots for which the Association is responsible; (ii) expenses of administration, maintenance, repair and replacement of the Common Areas and all improvements thereon, including, but not limited to, that relating to signage, lighting, irrigation, landscaping; (iii) expenses declared to be common expenses by the provisions of this Declaration, the bylaws of the Association or the North Carolina Planned Community Act; (iv) hazard, liability or such other insurance premiums and surety or other bonds as the Declaration may require or permit the Association to purchase; Waterway Cove Declaration of Protective Covenants Page 2 (v) ad valorem taxes and public assessment charges lawfully levied against the Common Areas; (vi) expenses of maintaining private drainage and utility easements and facilities located within the Subdivision which the Declaration requires the .Association to maintain; (vii) charges for utilities used in connection with the maintenance and use of the Common Areas; (viii) expenses for maintenance, repair and replacement of all signage located on Common Areas; (ix) expenses for the maintenance of all easements and landscaping and improvements thereon conveyed to the Association or for which the Declaration requires the Association to maintain; (x) expenses for the maintenance, repair and replacement of all water retention ponds, lakes and other bodies of water within the Common Areas and compliance with storm water management requirements and (xi) any other expenses determined by the Board of Directors or approved by the Members to be common expenses of the Association. (k) "Declarant" means Waterboro Village Management, LLC, a North Carolina limited liability company, and those persons or entities that succeed to Waterboro Village Management, LLC as the developer of the Subdivision or any portion thereof and to which is assigned some or all of the rights reserved to or retained by Declarant hereunder by a written instrument recorded in the office of the Brunswick County Register of Deeds. (1) "Declaration" means this Declaration of Protective Covenants, Restrictions, Easements, Charges and Liens for Waterway Cove, as it may be amended from time to time. (m) "Dwelling" means a single family dwelling or structure located upon a Lot. (n) "Governing Documents" means collectively, the Declaration., the articles of incorporation of the Association, the bylaws of the Association, the Architectural Review Guidelines and the Rules and Regulations, if any. (o) "Improvement' means a building, Dwelling, outbuilding, storage shed, roofed structure, plantings of trees, shrubs, hedges and other plants, landscaping, parking area, loading area, fence, wall, deck, trellis, gazebo, boathouse, pole, driveway, swimming pool, bulkhead, or any other structure, item or thing generally considered a real property improvement. (p) "Individual Assessment' means an Assessment asserted or assessed against a Lot pursuant to Article VIII, Section 6. N) "Lot' means any separately numbered ioi or plot of land intended for residentiai use, with delineated boundary lines appearing on any subdivision map of the Subdivision recorded with the Brunswick County Register of Deeds, but excluding any Common Area shown on any such recorded plat of the Subdivision; provided should any Lot increase in size by subdivision or combination, the same shall nevertheless be and remain a Lot for the purposes of Waterway Cove Declaration of Protective Covenants Page 3 this Declaration; provided, further however this definition shall not imply, however, that a Lot may be subdivided if prohibited elsewhere in this Declaration. (r) "Member" means an Owner who is a member of the Association as provided in Article VI hereof. (s) "Owner" means the record owner, whether one or more persons or entities, of the fee simple title to any Lot from time to time, but excludes any mortgagee or beneficiary of a deed of trust or subsequent holder of a mortgage or beneficial owner of a deed of trust unless and until such mortgagee or holder has acquired fee title pursuant to foreclosure or any proceedings in lieu of foreclosure. (t) "Plans and Specifications" has the meaning set forth in Article IV, Section 1. (u) "Rules and Regulations" means, subject to the provisions of this Declaration and the bylaws of the Association, the rules and regulations as adopted or enacted from time to time by the Board of Directors to govern the use of the Common Areas, the regulation, placement and display of signage on Lots and the other procedures and policies of the Association in order to carry out the powers conferred upon the Association. (v) "Setback" means an area along the boundary of a Lot where no building or other structures including, without limitation, swimming pools, fences, patios or decks shall be permitted except to the extent of a variance or waiver thereof granted by the ARC pursuant to this Declaration. (w) "Subdivision" means all property (including Lots and Common Areas as are subject to this Declaration) which is described in Exhibit A together with any additional lands or phases that may be developed and specifically submitted to the provisions of this Declaration pursuant hereto. (x) "Supplemental Declaration" means an amendment to this Declaration which annexes property to be subject to this Declaration under Article XI. (y) "Turnover Date" has the meaning set forth in Article VI, Section 4. ARTICLE II Uses of Lots and Common Area Section 1. Conformity and Approval of Improvements. No Improvement shall be placed, prosecuted, altered or modified on any Lot except in accordance with the provisions of this Declaration. Section 2. Subdivision or Reconfiguration of Lot. No Lot shall be further subdivided or its boundary lines altered except as hereinafter provided. Amer the creation of a Lot by Declarant's recordation of a plat with the Brunswick County Registry, a Lot or Lots may only be further subdivided or its boundary lines altered (including, but not limited to, the combination or recombination of multiple L ots) (i) by Declarant or withthe written consent of the ARC, and (ii) upon the recordation of a revised plat or map showing the resulting subdivision or alteration of a Lot's boundary lines, such resulting or reconfigured Lot shall for all purposes of this Declaration be thereafter deemed a "Lot"; provided, however, (i) where two or more Lots are combined to reduce the number of Lots, Assessments are applicable on each individual Lot as recorded or configured by Declarant; and (ii) where a Lot is Waterway Cove Declaration of Protective Covenants Page 4 subdivided resulting in the creation of more than one Lot, Assessments are applicable on each resulting Lot. Upon combination or recombination of Lots, (i) the building line requirements prescribed herein for the resulting Lots shall apply and the easements reserved herein shall be applicable to the rear, side and front Lot lines of such resulting Lot(s), and (ii) the resulting Lot and structures erected thereon must otherwise comply with this Declaration and the new boundary lines of the resulting Lot shall be used to compute the Setback as set forth herein. Section 3. Residential Use of Lots. All Lots shall be used, improved and devoted exclusively to single-family, detached Dwellings for residential use except for limited home office uses permitted under Section 7 of this article. No structures, except as hereinafter provided, shall be erected, altered, placed or permitted to remain on any Lot other than one detached single family Dwelling constructed in accordance with the Plans and Specifications therefor. Ownership of a Lot and/or Improvements thereon through timesharing, interval ownership or other related or similar ownership schemes where the right to exclusive use or occupation rotates among multiple owners or members of the program is prohibited, provided, that the preceding is not intended to prohibit ownership of a Lot and/or Improvements thereon by tenancy in common, joint tenancy or tenancy by the entirety. Section 4. Nuisances. No noxious, unlawful or offensive activity shall be carried on upon any Lot, nor shall anything be done thereon tending to cause embarrassment, discomfort, annoyance or a nuisance to the Subdivision. No plants, poultry, animals, junk, junk automobiles, or devices or things of any sort, the normal activities or existence of which are in any way noxious, dangerous, unsightly, unpleasant or of a nature as may diminish or destroy the enjoyment of other property in the Subdivision shall be placed, kept or maintained on any Lot. Bottled gas containers shall be screened from public view. No Lot shall be used for storage of building materials prior to the issuance of the building permit for the Dwelling. Section 5. Exclusion of Above Ground Utilities. All outside electrical service, cable, telephone and telecommunication lines shall be placed underground; provided, however, that the normal service pedestals, etc., used in conjunction with such underground utilities are permitted within the Subdivision; and provided, further, that overhead utility service lines are permitted during the construction period of any Dwelling and until utility companies can place such service lines underground. Section 6. Signs. No billboards or signs of any character, kind, design or nature shall be erected, placed, permitted, displayed or maintained on any Lot or improvement thereon or within the Subdivision except as follows: (a) "For Sale," "For Rent" or similar signs and signs identifying the house number are permitted on a Lot provided the sign complies with material, size, and color signage guidelines contained in the Architectural Review Guidelines or the Rules and Regulations; (b) signs of any nature located on Common Areas or within road right-of-ways and erected by the Association or Declarant; (c) temporary or permanent signs on Lots and Common Area erected by Declarant and identifying owner's names, street names, Common Area, traffic signs (including, but not limited to stop signs and speed limit signs), and any other signs that will aid in the development, maintenance and/or operation of the Subdivision, including, but not limited to, signs advertising or marketing the Subdivision and/or model homes; (d) signs otherwise permitted pursuant to Section 7 of this article; and Waterway Cove Declaration of Protective Covenants Page 5 (e) political signs (i.e., signs that attempt to influence the outcome of an election, including supporting or opposing an issue on the election ballot) may be displayed on a Lot by an Owner of such Lot no earlier than 45 days before the day of the election and no later than 5 days after the election. Signs may never be affixed or nailed to any trees. Should it be determined that a sign erected on a Lot does not conform to Architectural Review Guidelines or the Rules and Regulations, the Association or Declarant or their respective agents or assigns shall have the right from time to time to enter upon such Lot without any liability for damage, wrongful entry, trespass or otherwise for the purpose of removing the nonconforming sign. The Association and the ARC have the right form time to time to revise the Rules and Regulations and the Architectural Review Guidelines, respectively, regarding signs in order to meet the needs of the community or satisfy any governmental regulations. Section 7. Prohibition Against Business Activity. No business activity, including but not limited to, a rooming house, boarding house, gift shop, antique shop, landscape business professional office or beauty shop or the like or any trade of any kind whatsoever (in which clients or members of the public regularly come to any Lot or any significant business traffic is generated in the Subdivision) shall be carried on upon any Lot or Lots; provided, however, that nothing contained herein shall be construed so as to prohibit use of any portion of a residence as a home office so long as (i) no clients or members of the public regularly come to any Lot; (ii) no significant business traffic is generated in the Subdivision on account of such use; and (iii) the use of such Lot otherwise complies with applicable zoning ordinances. Provided further, however, that nothing contained herein shall be construed so as to prohibit (a) the construction of Dwellings and Improvements to be sold on Lots or the showing of such Dwellings and Improvements for the purpose of selling houses in the Subdivision; (b) Declarant and/or its marketing agent and initial builders of the Dwellings from erecting, placing or maintaining signs, structures and offices as it may deem necessary for its operation and to facilitate initial or new construction home sales in the Subdivision; or (c) any activity permitted by Article VII, Section 10. Section 8. Mining and Drilling. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, placed or permitted upon any part of the Subdivision, nor shall any oil, natural gas, petroleum, asphalt or hydrocarbon products or materials of any kind be produced or extracted from the any lands in the Subdivision. Section 9. Garbage Disposal. Each Owner shall provide garbage receptacles or similar facilities in accordance with reasonable standards established by the Association, or a roll -out garbage rack of the type approved by the Association. An Owner's garbage facilities shall be visible from the streets only on the evening before the day of garbage pickup and on garbage pickup days. No garbage or trash incinerator shall be permitted upon any Lot. No burning, burying or other disposal of garbage on any Lot or within the Subdivision shall be permitted (except licensed contractors may burn construction debris during the period of construction of improvements on any Lot if they have been properly permitted). Notwithstanding the foregoing, Declarant or the Association, without a vote of the Members, shall be permitted to modify the requirements of this section where necessary to comply with orders of governmental bodies. Section 10. Temporary Structures. No structure of a nonpermanent character shall be placed upon any Lot at any time, provided, however, that this prohibition shall not apply to (i) shelters used by the contractors during construction of the Dwelling or (ii) a portable toiletstructures (i.e., porta potty) in connection with the construction of an Improvement where local governmental ordinances and regulations require the presence of such a portable toilet, it being clearly understood that such temporary shelters or portable toilets may not, at any time, be used for a residence or permitted to remain on the Lot Waterway Cove Declaration of Protective Covenants page 6 after completion of construction. Prior to placement on any Lot, all temporary construction shelters must be approved in writing by the ARC. Section 11. Other Structures. No tent (other than small overnight tents used by children which remain in place for less than 24 hours), barn, shed, shack, trailer, mobile home, modular home, tree house or other similar outbuilding or structure shall be placed on any Lot at any time either temporarily or permanently except as provided in Section 10 of this article, nor shall above ground swimming pools be permitted. Section 12. Clotheslines. No clotheslines or drying yards shall be located upon any Lot so as to be visible from any Common Area or from any adjoining property or Lot. Section 13. Vehicles and Off -Street Parking. No mobile home, modular home, trailer (either with or without wheels), motor home, tractor, truck (other than personal -use pick-up trucks and sport utility vehicles), commercial vehicles of any type (including, without limitation, cars or trucks with advertising signs or lettering), camper, motorized camper or trailer, recreational vehicle, boat or other watercraft (including jet skis, wave runners and similar craft), boat trailer, motorized go-cart, or other related forms of transportation may be stored or parked upon any Lot, on the Common Areas, or on any right-of-way of any road or streets within the Subdivision or adjoining the Subdivision by any Owner, its family members, tenants or contract purchasers except either in an enclosed garage located on a Lot or otherwise in accordance with the Rules and Regulations. Each Owner shall provide for parking of vehicles off of the alleys, private lanes, streets and roads within the Subdivision. Notwithstanding the foregoing, but subject to the ordinances and regulations of any governmental authority having jurisdiction thereof, (i) delivery and maintenance vehicles that are not owned by a Lot Owner or its family members or tenants may park their vehicles either in the driveway or on the streets and roads immediately in front of the Lot for which the delivery or maintenance is being provided for a period not to exceed 8 hours; (ii) an Owner, its family members and tenants may park temporarily for a period not in excess of 24 hours non-commercial passenger vehicles and pick-up trucks on the streets and roads immediately in front of such Owner's Lot; and (ii) contractor's trucks and vehicles may be parked on the Lot or on the streets and roads of the Subdivision during and in connection with the construction of a Dwelling or other Improvement until completion of such Dwelling or other Improvement. No Owners or other occupants of any portion of the Lots shall repair or restore any vehicle of any kind upon a Lot or within the Subdivision except (i) within enclosed garages, or (ii) for emergency repairs, and then only to the extent necessary to enable the movement thereof to a proper repair facility. Violators of the prohibitions contained in this section are subject to having their vehicles towed, at the Owner's expense, by or at the direction of the Association, and to the levy of fines by the Association in such amount as may be otherwise determined from time to time by the Association. Additional rules and regulations regarding use, repair, parking (both off-street and on -street) and storage of vehicles in the Subdivision may be promulgated from time to time by the Association. Section 14. Sewer, Water, Utilities. No septic tanks or surface toilets are permitted in the Subdivision. Portable toilets will be allowed only during construction as provided in Section 10 of this article. The Subdivision is to be served by Brunswick County water and waste water system. Each Owner shall be responsible for the then -applicable water meter, tap, and impact fees; sewer tap fee and electric deposit fee. Section 15. Firearms and Fireworks. No firearms or fireworks of any variety shall be discharged upon the Lots or Common Area. The term "firearms" shall include, without limitation, guns, BB guns, pellet guns and other guns or pistols of any kind, caliber, type or method of propulsion. No hunting of any type shall be carried on or conducted on the Property. Waterway Cove Declaration of Protective Covenants Page 7 Section 16. Animal and Pets. No animals, wildlife, livestock, reptiles, or poultry of any kind shall be raised, bred, or kept on any portion of the Subdivision except for dogs, cats, or other usual and domestic household pets not to exceed a total of three (3) may be permitted on a Lot; provided, however that the limitation to three (3) shall not take into account fish or other aquatic animals living in a tank within a Dwelling. Dogs shall be leashed at all times when on the Common Area. No dogs shall be permitted to roam the Subdivision, and the Association may have strays and dogs that are not leashed and are found off their Owner's Lot picked up by governmental authorities. Those pets which, in the sole discretion of the Association, endanger health, make objectionable noise, or constitute a nuisance or inconvenience to the Owners of other Lots shall be removed upon request of the Association. No pets shall be kept, bred, or maintained for any commercial purpose. All persons bringing a pet onto the Common Area shall be responsible for immediately removing any solid waste of such pet from the Common Area. No animal pens may be constructed or permitted to remain on any Lot. Section 17. Driveways. All private driveways, right-of-ways, and culverts, if required, installed therein, shall be of a type, grade and quality approved by the ARC. Some Lots within the Subdivision may be accessed by means of shared driveway(s). If access to multiple Lots is through a shared driveway, the Owner of each Lot so accessed shall have an easement over that portion of the adjoining Lot within such shared driveway for reasonable use of the shared driveway, wherever it is situated, and the Owners of the Lots served by the shared driveway shall share equally in the cost of maintenance of such driveway and shall keep such driveway in good repair and condition. If the Owners of the Lots served by any shared driveway are unable to agree on the terms of maintenance of said driveway(s), either affected Owner shall have the right to apply to the Board of Directors to determine whether there is a need for maintenance or repair of said driveway, and failing repair by the Owners of the shared driveway, the Association shall have the right to make any necessary repairs or perform necessary maintenance and charge the costs of same in equal portions as an Individual Assessment against the Lots served by the shared driveway. The Association shall have an easement to enter upon any Lot for the purpose of performing repairs or maintenance as outlined in this section. Section 18. Mailboxes, Delivery Receptacles. Declarant may provide locations for cluster mailboxes for the Subdivision, and no other mailboxes shall be allowed unless approved by the ARC. No paper boxes (i.e., outdoor boxes or receptacles for the delivery of newspapers and similar material) are permitted on any Lot. Section 19. Garages and Parking. To the extent a Lot includes a garage with a Dwelling, no garage may be converted to living area without prior ARC approval. If approved by the ARC, Lots may have a detached garage as long as the garage is constructed of materials similar to the Dwelling and is compatible in design. Garage doors must be closed at night or when left garages are left unattended. Section 20. Wells and Irrigation Systems. No sprinkler, piping or irrigation systems of any type that draw upon water from creeks, streams, rivers, lakes, ponds, wetlands, canals, or other ground or surface waters shall be installed, constructed, or operated within the Subdivision by any person unless prior written approval has been received from the ARC. This section shall not apply to Declarant, and it may not be amended without Declarant's written consent so long as Declarant has the right to add property to the Subdivision in accordance with Article Xi, Section 2. No private water wells or individual drinking water supply system are permitted upon any Lot. Section 21. Ponds, Lakes and Water Retention Areas. Except as permitted by the Rules and Regulations, no ponds, lakes or water retention areas shown on any map of the Subdivision shall be used for swimming, boating or diving, nor shall the use of any personal floatation devices, jet skis or other such items be permitted on any pond or lake. Fishing by Owners, members of their families and invitees is permitted subject to the Rules and Regulations. No piers, docks, or barriers shall be constructed on any Waterway Cove Declaration of Protective Covenants page 8 portion of the ponds or lakes nor attached to the shoreline or banks thereof except those that may be constructed by Declarant, the Association or as approved by the ARC. Neither Declarant nor the Association shall be responsible for any loss, damage, or injury to any person or property arising out of the authorized or unauthorized use of ponds, lakes, or water retention areas within the Subdivision, as all persons so using such do so at their own risk. No dredging or filling shall be undertaken on any property adjacent to any water body. Declarant makes no warranties whatsoever as to the water level in the water retention areas, lakes, and ponds nor to their continued existence beyond the time that the construction of them has been completed and they are filled with water and turned over to the Association. No person shall interfere with the operation of any pumps, fountains or waterfalls located on or in connection with any body of water or water feature. (See Article V for additional provisions regarding ponds and lakes.) Declarant reserves a temporary construction easement of forty feet (40') in width adjoining all Common Areas to clear and grade the land and enter thereon, without liability for any trespass, for the purpose of constructing, clearing or grading the Common Area and ponds and lakes, such temporary construction easement to expire upon completion of construction or improvement of same. Section 22. Artificial Vegetation, Exterior Sculpture and Similar Items. No artificial vegetation, with the exception of specialty use areas such as Common Area putting greens, are permitted to exist within the Subdivision. Exterior sculpture, fountains, gazebos, arboretums, flags and similar items are subject to prior approval of the ARC; provided, however, that nothing contained herein shall prohibit the appropriate display of the American and North Carolina flags consistent with N.C. Gen. Stat. § 47F-3-121. Section 23. Play Structures and Yard Accessories. All permanent yard accessories and outdoor play structures, including basketball backboards and any other fixed game accessories, located on any Lot are subject to the prior approval of the ARC. Section 24. Energy Conservation Equipment. No solar energy collector panels or attendant hardware or other energy conservation equipment shall be constructed or installed on any Lot (other that within a Dwelling or other approved structure) unless it is approved by the ARC. Section 25. Trees. Trees may be removed without prior written approval within the building foundation area of the Dwelling and within twenty (20) feet of the Dwelling provided that the location of the Dwelling has been approved in writing by the ARC. Except as provided for in this section or in Article IV, Section 1; Article IX or Article X of this Declaration, no tree six inches (6") in diameter or greater at ground level may be cut, removed or intentionally damaged on any Lot without the prior approval of the ARC. No Owner may place, plant or install a palm tree (belonging to the Arecaceae family of plants) without the prior approval of the ARC. Section 26. Elevation and Draina a Changes. No changes in the elevation, topography or drainage characteristics of any Lot may be made without the prior approval of the ARC. Section 27. Boat Slips. Declarant may establish, subject to regulatory approval, a separate boat basin to be located in or adjacent to the Subdivision. The boast basin, if established, may allow access by the Association and its Members. The boat basin may include a day slip(s), and dock(s) for community use. The use of any boat slip constructed or existing in the Subdivision is subject to the terms and conditions of the permit issued by the Division of Coastal Management, this Declaration and the Rules and Regulations. Section 28. Docks, Piers, Landings, Wharfs, Seawall and Bulkheads. No dock, pier, landing, wharf, seawall, bulkhead or other structure shall be constructed, placed or allowed to remain on any body Waterway Cove Declaration of Protective Covenants Page 9 of water or water course within the Subdivision or on the Intracoastal Waterway adjoining the Subdivision unless approved by the ARC and any applicable governmental agency or authority. Section 29. Restrictions on Rentals and Leasing. No leasing or renting of any Dwelling and/or Lot shall be permitted for a term of less than thirty (30) days (unless approved by the Board of Directors), nor shall any less than the entirety of any Dwelling be leased. All leases shall be in writing, and any Owner who desires to lease the Dwelling on the Lot shall be required to have a copy of the rental agreement submitted to and on file with the Association prior to the commencement of the lease. Every lease of a Dwelling shall specifically incorporate the terms of this Declaration, the Bylaws and the Rules and Regulations, and shall make a condition of the lease that the occupants of the Dwelling abide by the Governing Documents. ,Section 30. Antennas. No Owner nay erect, place or maintain any exterior radio or television transmission or receiving antenna on any Common Area. Except as provided in this section, no exterior radio or television transmission or receiving antenna may be erected, placed or maintained on any part of a Lot; provided, however, any OTARD Antenna (as hereinafter defined) and related connecting equipment may be erected, placed and maintained on a Lot or any structure on a Lot as long as such shall be located in a place shielded from view from the street or driveway and other Dwellings to the maximum extent possible, with the view that the OTARD Antenna not detract from the overall attractiveness of the Lot and Subdivision and is in a location that is least visible from the street; provided, further that nothing herein requires an OTARD Antenna from being erected, placed or maintained in a location where an acceptable quality signal cannot be received. Prior to the installation or placement of an OTARD Antenna, the Lot Owner shall notify the ARC of the intended installation and provide to the ARC a sketch, plat or map showing the intended location of the OTARD Antenna and a brief explanation of the choice of such location. The Association reserves the right to inspect all antenna installations in order to confirm compliance with this section, and if legal action is necessary, the Association is entitled to recover its reasonable attorneys' fees, costs and expenses incurred in the enforcement of this section. This section is intended to comply with the Over -the -Air Reception Devices Rule (47 C.F.R. § 1.4000), and is to be construed consistent therewith. For purposes of this section, an "OTARD Antenna" is (a) any antenna of a diameter of not greater than one meter and used to receive direct broadcast satellite service (including direct -to -home satellite service) or to receive or transmit fixed wireless signals via satellite; (b) any antenna of a diameter or diagonal measurement of not greater than one meter and used to receive video programming services via multipoint distribution service (including multichannel multipoint distribution services, instructional television fixed services, and local multipoint distribution services) or to receive fixed wireless signals other than via satellite; or (c) any antenna that is used to receive television broadcast signals. ARTICLE III Construction of Improvements Section 1. General. All Improvements, including structures of every type and description, shall be constructed, placed or erected within the Subdivision in accordance with the provisions of this article III, Article IV (Architectural Standards and Control) and the other provisions of this Declaration. All property in the Subdivision is further subject to all notes, easements, restrictions and other matters (including, but not limited to Setbacks) indicated on the plats of the Subdivision placed of record by Declarant to the extent of and as set forth on such recorded plats. Only new construction of residential Waterway Cove Declaration of Protective Covenants Page 10 buildings shall be permitted on a Lot, it being the intent of this covenant to prohibit the moving of an existing building or portion hereof on a Lot and remodeling or converting same into a Dwelling. Section 2. Size of Residence and Lot Coverage. All Dwellings to be constructed upon any Lot shall have a minimum of 1,500 square feet of enclosed heated living area (exclusive of porches, decks and garages and other unheated spaces). Section 3. Setback, Setback Lines. No Dwelling, building or structure (including, but not limited to, porches, decks, swimming pools or projections of any kind therefrom, including eaves) shall be erected so as to extend over or across any of the Setback lines shown on the recorded plat of the Subdivision or as described in the Declaration or any amendment thereto so as to be nearer to the Lot boundary line than such Setback line. In order to preserve particular view corridors or to account for unusual topography, natural site features, streetscape, hardship or other extenuating circumstances, variances of the Setback requirements may be granted by the ARC as provided in Article IV, Section 9. Section 4. Height and Accessory Buildings. No Dwelling, except as hereinafter provided, shall be erected, altered, placed or permitted to remain on any Lot other than a detached, single-family dwelling not to exceed thirty-six feet (36') in height from grade. Any structure or building serving as an accessory building to the Dwelling may not be constructed prior to the construction of the Dwelling. All garages shall be attached to the Dwelling unless the ARC approves in writing a variance permitting a detached garage. Accessory buildings or other outbuildings shall conform to the architectural scheme and appearance of the Dwelling. Section 5. Conversion to Multi -family Use Prohibited. No Dwelling, once approved by the ARC and constructed, may be altered or converted into a multiplex residence. Section 6. Prohibited Building Material. Exposed exterior walls composed of concrete block, imitation asphalt brick siding, tar paper, and imitation asphalt stone siding is prohibited. Section 7. Construction Bonds. (a) Contractor Performance Bond. The ARC may require, prior to commencement of work on a Lot, a general contractor submit a contractor performance bond in favor of the Association in the amount of $1,000.00, or such other sum as is established by the ARC from time to time, to ensure that the contractor, during construction, keeps the Lot in a neat, and clean manner, free of garbage or debris, and to ensure that the contractor completes the Improvements in accordance with the approved Plans and Specifications therefor. (b) Contractor Road Bond. The ARC may require, prior to commencement of work on a Lot, a general contractor submit a $2,500.00 road bond, or such other sum as is established by the ARC from time to time, to ensure that streets and curbs in front of Lot on which the contractor is working are maintained, throughout the construction process, in the same good quality condition as they were in when construction began and to ensure that the proper reseeding, and clean-up of right-of-ways and drainage swaies for any damage caused by contractor and its agents. Any portion of the road bond not applied to necessary repairs will be refunded at the end of construction. Should the contractor not perform either by the end of any business day or at the end of construction, as appropriate, some or all of the appropriate bond may be used to bring the contractor into compliance with the approved Plans and Specifications and for any necessary site maintenance and correction. Any portion Waterway Cove Declaration of Protective Covenants Page 11 of the contractor bonds remaining at the end of the construction and issuance of the certificate of occupancy will be refunded to the contractor. Section 8. Diligent Construction. All construction, landscaping and other Improvements that have been commenced on any Lot must be prosecuted wi`i-i reasonable diligence to completion, and no partially completed Dwelling or other Improvement shall be permitted to exist on any Lot except during such reasonable time period as is necessary for completion. All construction must be completed within the period set forth in Section 10 of this article. The Owner of the Lot on which the Improvements are being constructed shall at all times (i) keep public and private streets contiguous to the Lot free from any dirt, mud, gravel, garbage, trash or other debris which might be occasioned by construction of the Improvements; and (ii) require its contractors to maintain the Lot upon which such work is being done in a reasonably clean and uncluttered condition and, to the extent possible, all construction trash and debris shall be kept within refase containers. Any damage to the roadways, curbs or sidewalks or any part of the Common Area or any utility system caused by an Owner or Owner's contractors or his subcontractors shall be the responsibility of the Owner of such Lot to repair. Any general contractor or subcontractor constructing Improvements on any Lot or within the Subdivision shall keep such portion of the Subdivision free of construction debris in accordance with the construction rules established by the ARC, if any, and paragraph (a) of Section 7 of this article, and shall similarly keep the ponds and contiguous public and private areas free from any dirt, mud, garbage, trash, or other debris which is occasioned by construction of Improvements. The Association may levy an Individual Assessment against an Owner and such Owner's Lot consistent with Article VII to pay for the cost of repairing any damage to roadways, curbs or sidewalks or any part of any roadway, Common Area, or utility system, to pay for the cost of cleaning public and private areas, including the roadways in the Subdivision and to pay for the cost of the removal of garbage, trash or other debris, which is occasioned by the activities of an Owner or Owner's general contractor or subcontractors during the construction of Improvements in addition to realizing upon any bonds posted pursuant to Section 7 of this article. Section 9. Commencement of Dwelling and other Construction. Notwithstanding anything to the contrary herein stated, construction of a Dwelling on a Lot must be commenced within two (2) years (or such longer period as permitted by the Board of Directors) from the date that such Lot is conveyed by Declarant to a third party. If an Owner has not commenced construction within such two (2) year period or such longer period as permitted by the Board of Directors, only Declarant and/or the Association may enforce this covenant by any and all appropriate legal means, including, but not limited to, the imposition of a fine by the Board of Directors and/or the institution of an action at law for damages or in equity (including obtaining a mandatory injunction requiring the commencement of a Dwelling on such Lot). Section 10. Completion of Improvements. With the exception of construction which is interrupted or delayed due to force majeure (including, but not limited to, strikes, national emergencies, or physical damage to the work in progress (such as damage due to fire, lightning, windstorm, flood, hail, riot or civil commotion, explosion, or theft)), the construction of any Dwelling must be completed within one (1) year of the commencement thereof (such completion measured by the issuance of a certificate of occupancy or compliance), and any Improvement other than a Dwelling must be completed within six (6) months of the commencement of construction thereof, except in either case with the written consent of the ARC. Upon completion of construction, the Owner shall cause its contractors to immediately remove all equipment, tools, and construction material, and debris from the Lot. If completion of the Dwelling or other Improvements on any Lot is not completed within the required time period and the Association determines that construction progress has diminished to such an extent that completion of such Improvement is unlikely within 120 days of the expiration of such required time period, the Association shall give notice to the Owner of such Lot requiring the Owner, within 30 days of such notice, to remove all construction work in progress, including without limitation, the foundation and all building improvements and all stored building materials, and fill and grade the Lot so that it is restored to its Waterway Cave Declaration of Protective Covenants page a 2 natural grade level as existed immediately prior to the commencement of such Improvement. The Association and, until the Turnover Date, Declarant shall have the right to undertake this work upon Owner's failure to do so and charge the cost to the Owner and to secure such charge, assess or cause to be assessed an Individual Assessment against such Lot upon Owner's failure to pay these charges. ARTICLE IV ARCHITECTURAL STANDARDS AND CONTROL Section 1. Generally. No site preparation of a Lot (including, but not limited to clearing, excavation, grading, excavation, elevation work, landscaping, sloping and other site work); construction, erection, or installation of any Improvements; or removal of any such Improvements previously approved by the ARC shall be commenced, erected, placed, altered or maintained upon any Lot until the plans and specifications showing the nature, kind, shape, height, materials, exterior colors, siding, location and elevations of the proposed Improvements or site work (collectively, the "Plans and Spec fcations") shall have been submitted to, and approved in writing by, the ARC as provided in this article. Any change in exterior appearance of the landscaping shall be deemed an alteration of an Improvement requiring approval by the ARC as provided in this article. Section 2. Architectural Review Committee Authority. The ARC shall have exclusive jurisdiction over all construction on or alteration of the Lots or any portion thereof as provided in Section 1 of this article. The ARC may prepare and, on behalf of the Board of Directors, may promulgate Architectural Review Guidelines consistent with the spirit and provisions of this Declaration, which may include an application for architectural review, approved color palettes, approved materials list, approved styles of construction, approved plant lists, guidelines for the display of signage, standards and procedures governing the ARC's areas of responsibility and practice and such other rules and regulations as the ARC deems necessary. The ARC shall have sole and full authority to prepare and to amend the Architectural Review Guidelines. The ARC shall make the Architectural Review Guidelines available to Owners, builders, and developers who seek to engage in development of or construction upon all or any portion of the Lots. The ARC shall further have the right to designate or re -designate which Lot line shall be the "front Lot line" in the case where a Lot is bordered by more than one street for purposes of compliance with Setbacks and other matters. Section 3. Composition of ARC. The ARC shall consist of at least three (3), but not more than five (5) persons appointed by the Board of Directors. The members of the ARC do not have to be Owners. Notwithstanding the foregoing, for as long as the Declarant holds a Class B membership in the Association, (i) Declarant shall have the right, to the exclusion of the Board of Directors, to appoint members of the ARC; or (ii) Declarant may exercise all of the rights, authority and power granted to the ARC without establishing an ARC, and in either event, upon Declarant's exercise of such rights, authority and power, Declarant shall be protected and immune from all liabilities to the same extent as the ARC under this Declaration, at law or in equity. Declarant may surrender either or both of the rights set forth in the preceding sentence by the execution of a written instrument in recordable form recorded with the Brunswick County Register of Deeds Section 4. ARC Approval Process. Plans and Specifications for any mattes subject to Section 1 of this article shall be submitted to the ARC for approval prior to the commencement of same. If the ARC fails to respond to the submission of such Plans and Specifications (either via an approval, a denial or a request for additional information) within forty-five (45) calendar days after submission of such Plans and Specifications, supplemented by a response for additional information (if requested by the ARC) consistent with this Declaration and the Architectural Review Guidelines, the Plans and Specifications shall be deemed approved; provided, however, that no such failure to act shall be deemed an approval of Waterway Cove Declaration of Protective Covenants 'Page 13 any matters specifically prohibited by any other provision of this Declaration. Approval or disapproval by the ARC of such Plans and Specifications may be based upon any grounds, including purely aesthetic and environmental grounds, the quality of workmanship and design and harmony of external design with existing structures, and location in relation to surrounding structures, topography, and fmish grade elevation, all within the sole discretion of the ARC. ARC approvals required by this Declaration shall be in writing and are in addition to any approvals required by other applicable government authority. Upon request of an Owner who submitted plans for approval to the ARC, the ARC shall provide such Owner with a letter stating that such Plans and Specifications have been approved, and the letter may be relied upon by third parties. The ARC reserves the right to require submissions of Plans and Specifications and other information under- this section to be either in written or hard copy form or submitted via electronically and on forms that may be promulgated by the ARC from time to time. Section 5. ARC Approval Fees. All reasonable costs incurred by the ARC in reviewing and approving applications to the ARC shall be the responsibility of the applicant. Unless specifically waived by the ARC, all applications and submissions of Plans and Specifications required under this Declaration for approval by the ARC must be accompanied by an architectural review fee of $500.00 or such other sum as is established by the Board of Directors from time to time. Section 6. Exclusions from ARC Approval Process. Notwithstanding anything herein to the contrary, no approval by the ARC shall be required to repaint the exterior of any structure in accordance with an originally approved color scheme or to rebuild in accordance with originally approved Plans and Specifications. Nothing contained herein shall be construed to limit the right of an Owner to remodel the interior of such Owner's Dwelling or to paint the interior any color desired. Section 7. Phasing; Different Architectural Review Guidelines. Nothing in this Declaration shall be construed to prohibit the ARC from promulgating different Architectural Review Guidelines for each phase of the Subdivision or portion thereof and the ARC is specifically authorized to do so. Section g. Approval Not Responsibility. Actual construction of Dwellings and other Improvements shall be the responsibility of the Owner of the Lot and the Owner's builder. The purpose of the ARC approval is solely for the benefit of the Association as a whole. By approving any submitted Plans and Specifications, neither the Association, the Board of Directors, Declarant nor the ARC (a) warrants (i) that the submitted and approved Plans and Specifications comply with any applicable statutes, rules, ordinances or regulations of any governmental or quasi - governmental authority or agency; (ii) that the submitted and approved Plans and Specifications are in accord or consistent with good and/or sound engineering or construction practices; (iii) that the Improvements to be constructed are structurally stable or of good and sufficient design or quality; or (iv) that the contractor who participates in the construction of any Improvement is duly qualified or able to carry out its obligations in a good and workmanlike manner; and (b) is responsible for any defects in the Plans and Specifications submitted to it or in any Improvement erected or made on any Lot. Section 9. Variances. The ARC shall have the power to grant or deny, and may allow or refuse, variances o ; and adjustments of, any of the restrictions established herein or in the Architectural Review Guidelines with regard to Setbacks and matters within the scope of authority or responsibility of the ARC pursuant to this Declaration in order to overcome practical difficulties and prevent unnecessary hardships in application of such restrictions or when circumstances such as topography, natural obstructions, aesthetic or environmental considerations may require, provided, however, that such variances are done in conformity with the intent and purposes hereof. Variances may be of the height, size and Setback Waterway Cove Declaration of Protective Covenants Page 14 requirements pursuant to the terms herein, but shall not be limited thereto. Such variances must be evidenced in writing and must be signed by at least a majority of the members of the ARC and shall be effective upon delivery to the Owner; provided, however that upon request of the affected Owner, the variance shall be prepared, at the cost of the requesting Owner, in form suitable for recording in the land records of the Brunswick: County Register of Deeds, and upon such recordation, shall be binding upon Declarant, the Association and other Lot Owners, and may be relied upon by third parties to evidence the variance approval. If a variance is granted, no violation of this Declaration or the Architectural Review Guidelines will be deemed to have occurred with respect to the matter for which the variance was granted. The granting of such variance shall not operate to waive any of the terms and provisions of this Declaration or the Architectural Review Guidelines for any purpose except as to the particular Lot and Improvements and the particular provision covered by the variance, nor shall it affect in any way the Owner's obligation to comply with all statutes, laws, ordinances and regulations affecting the use of the Owner's Lot, including but not limited to zoning ordinances and setback requirements imposed by Brunswick County or the Town of Ocean Isle Beach. Section 10. Enforcement, Amendment. The Board of Directors shall have the authority and standing, on behalf of the Association, to enforce in courts of competent jurisdiction decisions of the ARC. Notwithstanding anything herein to the contrary, this Article IV may not be amended without Declarant's written consent as long as Declarant owns any land subject to this Declaration. ARTICLE V Additional Provisions as to Buffer Areas, Ponds and Common Area Irri ation Section 1. Buffer Areas. No cutting or removal of trees, shrubbery, or landscaping of any kind shall be made within any Buffer Area, and no construction or erection of any structures or any land disturbing activities shall be permitted within the Buffer Areas except in each case with the prior written consent of the ARC. A Buffer Area shall surround every pond and water retention area within the Subdivision as depicted on a recorded plat of the Subdivision. As the provisions contained herein are for the preservation of the aesthetics and privacy of the Subdivision, in the event of the destruction or removal of any tree, shrub or landscaping within a Buffer Area within a Lot (except destruction caused by act of God) and to the extent that the Association is not obligated to replace such tree, shrub or landscaping pursuant to Article X, Section 2, the Owner of the Lot upon which such tree, shrub, or landscaping was located will cause same to be replaced or restored with a comparable size and type of tree, shrub or landscaping, at the Lot Owner's sole expense within sixty (60) days of such destruction or removal. Section 2. Declarant's Rights and Easements. Declarant hereby reserves a maintenance easement over, under, onto and across all Buffer Areas for the purpose of maintaining, restoring, and replacing trees, shrubs, and landscaping. The reservation of these easements shall not place upon Declarant any obligation to perform such activities, and such performance shall lie solely within the discretion of Declarant. The within rights of Declarant are in addition to the rights and obligations of Association set out in Article VII, Section 4. The easements herein reserved in this section expire on the Turnover Date, are non-exclusive and shall run with title to the Lots. Section 3. Rights of Enforcement. If an Owner does not replace trees and/or restore landscaping as and when required under Section 1 of'this article, the Association shall have the right to undertake this work upon Owner's failure to do so and charge the cost to the Owner and to secure such charge, assess an Individual Assessment against such Lot for the cost therefor. Waterway Cove Declaration of Protective Covenants Page, 1.5 Section 4. Ownership and Control of Ponds, Lakes and Water Retention Areas. No right title or interest, including, without limitation, riparian rights, in any pond or lake shall attach to or become an appurtenant to the title to any Lot by reason of or upon conveyance of such Lot by Declarant unless such conveyance specifically includes such rights. Declarant reserves an easement upon and across every Lot to maintain such ponds, lakes, and water retention areas as more fully provided in Article VII, Section 8, and the Association shall be responsible for all maintenance of such ponds, lakes and water retention areas, including but not limited to monitoring water levels, maintaining any fountains or aeration devices, and providing lake mitigation services (i.e., algae control and aeration). Nothing in this section shall relieve Owners of their responsibility to prevent the development of any unclean, unsightly or unkempt condition to the area of their Lot bordering the Common Area around the ponds and lakes, subject, however, to the Association's obligation to maintain the grounds thereof under Article X, Section 2. ARTICLE VI Membership and Votina Rights in the Association Section 1. Membership. Every person or entity who is an Owner who is subjected by this Declaration to assessment by the Association shall be a Member. Membership is appurtenant to and may not be separated from ownership of any Lot which is subject to Assessment. Section 2. Board of Directors. Initially, there shall be three (3) members of the Board of Directors, who shall serve until such time as their successors are duly elected and agree to serve. The directors shall have annual meetings and other such meetings as may be called for at the request of the president of the Association, by a majority of the directors, or as called for in the Bylaws. The foregoing notwithstanding, prior to the Turnover Date, Declarant shall select the members of the Board of Directors, which members need not be Owners. Section 3. Articles of Incorporation and Bylaws. The articles of incorporation and bylaws of the Association shall be adhered to in the administration and operation of the Association. Section 4 Voting Rights. The Association shall have two (2) classes of voting membership: Class A: Class A Members shall be all Owners excepting however Declarant only while Declarant is a Class B Member. Class A Members shall be entitled to one (1) vote for each Lot in which they hold the interest required for membership by Section 1 of this article. When more than one person holds such interest or interests in any Lot, the vote attributable to such Lot shall be exercised as such persons mutually determine, but in no event shall more than one (1) vote be cast with respect to any such Lot. When a purchaser of an individual Lot or Lots takes title thereto from Declarant, such purchaser automatically becomes a Class A Member. Class B: The sole Class B Member shall be Declarant. The Class B member shall be entitled to ten (10) votes for each Lot owned. Class B membership shall cease and become converted to Class A membership upon the happening of the earlier of the following: (a) the date on which Declarant no longer owns any part of the Subdivision (including Common Areas); or (b) fifteen (15) years from date of recordation of this Declaration; or (c) at such time as Declarant, in its sole discretion, voluntarily relinquishes Class B Member status in writing. Waterway Cove Declaration of Protective Covenants Page 16 Upon the conversion of Declarant to Class A membership, Declarant shall thence be entitled to one vote for each Lot owned in the manner provided above. The earliest to occur of (a), (b) or (c) is referred to as the "Turnover Date." ARTICLE VII Property Rights in the Common Area / Easements Section 1. Member's of Easement of Enjoyment Subject to the provisions of Section 3 of this article, every Member has a non-exclusive right and easement of enjoyment in and to the Common Area, and such easement is appurtenant to and passes with the title to every Lot. This right and easement is for use in common with all other Members, their tenants, guests, and invitees as further provided in this Declaration. If Declarant annexes Additional Property pursuant to Article XI, Section 2, all Owners of Lots within such additional phases or lands shall have the same rights and privileges with regard to use of the Common Area as the Owners of Lots originally subject to this Declaration. Notwithstanding anything herein to the contrary, no general plan or plat of the Subdivision showing Additional Property or adjoining areas that may later be developed as additional phases of the Subdivision shall cause such areas to be included or classified as Common Area nor shall the Association or any Owner be entitled to any right, title or interest therein unless and until such Additional Property is annexed to the Subdivision pursuant to Article XI, Section 2. Section 2. Title to Common Area. Declarant hereby covenants for itself, its successors and assigns, that within fifteen (15) years from the date of recording of this Declaration, it will convey to the Association, by special warranty deed, fee simple title to the Common Area upon the conditions set forth herein, subject to the provisions of this Declaration. In lieu of the conveyance provided for herein with regard to the alleys, private lanes, streets and roads, Declarant may cause such alleys, private lanes, streets and roads to be dedicated , to any governmental entity as provided for in paragraph (a) of Section 3 of this article. If such alleys, private lanes, streets and roads are so dedicated, acceptance of such dedication may be conditioned upon the agreement of the Association that the Association shall maintain, (at Association's sole cost and expense) any and all landscaping, shrubbery and the entrance sign to the Subdivision which may be located within the dedicated areas. Except as provided as aforesaid, the Common Areas are intended to be devoted to the common use and enjoyment of the Members, and are not dedicated for use by the general public. Section 3. Extent of Member's Easements. The rights and easements created hereby are subject to the following: (a) the right of Declarant and/or of the Association to dedicate, transfer or convey all or any part of the Common Area, with or without consideration (and subject to the condition set out in Section 2 of this article), to any governmental body, district, agency or authority, or to any utility company, provided that no such dedication, transfer or conveyance shall adversely limit the use of the Common Area by the Members, and upon such dedication and acceptance, such lands so dedicated will no longer be considered Common Area under this Declaration; (b) the right of Declarant and/or of the Association to grant and reserve easements and rights -of -way for maintenance and inspection of lines and appurtenances for public or private water, sewer, drainage and other utilities and services, including, without limitation, a cable or community antenna television system and irrigation or lawn sprinkler systems; Waterway Cove Declaration of Protective Covenants Page 17 (c) the right of Declarant and/or the Association to grant and reserve easements and rights -of -way through, over and upon and across the Common Area for the completion of the Subdivision and for the operation and maintenance of the Common Area (d) the right of Declarant to reserve over the Common Area perpetual non-exclusive easements for ingress and egress and utility installation and maintenance to any other property of Declarant, regardless of whether or not made subject to this Declaration; (e) the right of the Association, as provided in its bylaws, to suspend the enjoyment rights of any Member in the Common Area (but not access to a Member's Lot) for any period during which any assessment remains unpaid and for a period not to exceed thirty (30) days from any infraction of its published Rules and Regulations; and (f) the rights of the Association, in accordance with law, its articles of incorporation and bylaws, to borrow money for the purpose of improving the Common Area and in pursuance thereof, to mortgage the same. Section 4. Maintenance. The Association shall at all times maintain in good repair and condition all Common Area, leased property, the street pavement (if not maintained by a governmental unit or agency), drainage structures, street lighting fixtures (if not maintained by utility company), landscaping, entrance signage and ponds which are part of or within the Common Area. The Board of Directors acting by majority vote shall order all work to be done and shall pay for all Common Expenses. All work pursuant to this section and all expenses hereunder shall be paid for by such Association through assessments imposed in accordance with Article VIII. Excluded therefrom shall be paving and maintenance of individual Lot driveways, which shall be maintained by each Owner. Nothing herein shall be construed as preventing the Association from delegating or transferring its maintenance obligations to a governmental authority under such terms and conditions as the Board of Directors may deem in the best interest of the Association. Section 5. Additional Structures. Neither the Association nor any Owner or any group of Owners shall, without the prior written approval of Declarant or after the Turnover Period, of the Association, erect, construct or otherwise locate any structure or other improvement in the Common Area. Section 6. Delegation of Use. Subject to this Declaration, the bylaws of the Association and to the Rules and Regulations, the right and easement of enjoyment granted to every Owner in Section 1 of this article may be exercised andenjoyed by members of an Owner's family and tenants of the Owner, in each case who occupy the Dwelling of the Owner within the Subdivision, and by guests of the Owners. Section 7. Rules and Regulations. Consistent with this Declaration and the bylaws of the Association, the Board of Directors is authorized and empowered to promulgate rules and regulations governing the use of the Common Areas; the regulation, placement and display of signage on Lots and the procedures and policies of the Association in order to carry out the powers conferred upon it. The use of the Common Area by an Owner or Owners, and all other parties authorized to use same, shall be at all times subject to such Rules and Regulations. The Rules and Regulations are to be maintained at the office of the Association or its management company and available to the Members for inspection during normal business hours. Section 8. Easements for Utilities and Maintenance. (a) Particular Easement. Declarant reserves as well as grants to the Association perpetual and alienable easements over and under all Lots along an area 5 feet in width inside Waterway Cove Declaration of Protective Covenants page 1.8 each side boundary line of each Lot and 15 feet along the front and rear of each Lot for the purpose of installation, construction, maintenance, repair, replacement, use and operations of utilities and utility systems of all kinds (including but not limited to water, sewer, electric, and natural gas), drainage (including but not limited to storm water and surface drainage) and access. (b) General Easement and Rights. Declarant reserves as well as grants to the Association a perpetual and alienable easement and right of ingress and egress, over, upon, across and under the Setback areas, and easement areas on each Lot as shown on any recorded map or plat of the Subdivision and/or as set forth herein and over, upon, across and under the Common Area for maintenance, erection, installation and use of electrical and telephone wires, cables, conduits, sewers, water mains and other suitable equipment for the conveyance, transmission and use of electricity, telecommunications, gas, sewer, water or other public convenience or utilities, including an easement for privately -owned television and other telecommunications cable and equipment; for maintenance of ponds and the installation and maintenance of pumps, fountains or other equipment related to said maintenance; and for the installation and maintenance of irrigation systems. Declarant and the Association may further cut drainways for surface water when such action may appear to Declarant or to the Association to be necessary in order to maintain reasonable standards of health, safety and appearance. These easements and rights expressly include the right to cut any trees, bushes or shrubbery, make any grading of soil, or to take any other similar action reasonably necessary to provide economical and safe utility or other installations and to maintain reasonable standards of health, safety and appearance. Declarant further reserves the right to locate wells, pumping stations, irrigation systems and tanks on Common Area. It shall not be necessary to obtain the consent of Owners of Lots adjoining any existing utilities or pump stations. Such rights may be exercised by the licensee of Declarant or the Association, but this reservation in and of itself shall not be considered an obligation of Declarant or the Association to provide or maintain any such utility service. No structures or other items, including walls, fences, paving or planting shall be erected upon any part of the Subdivision which will interfere with the rights of ingress and egress provided for in this section. Specifically, no Owner shall erect any Improvement, including, without limitation, walls, fences or paving within any areas designated on any recorded plat or map of the Subdivision and/or as set forth herein as a Road Right of Way,., « Utility Easement,"" Common Area,"" Drainage Ditch" or "Swale" nor shall any Owner change the grade of any such easement area; provided however, that driveways may cross utility and drainage easements at the front and rear of the Lots subject to prior approval of the ARC, and that any landscaping in easement areas shall not interfere with the applicable easement and shall be limited to grass and small shrubbery. Each Owner shall keep drainage ditches and swales located on such Owner's Lot free and unobstructed and in good repair and shall provide for the installation of such culverts upon such Lot as may be reasonably required for proper drainage. Declarant may, at its sole option, convey any such drainage easements to an appropriate governmental entity. The easements referred to in this section are, without limitation, those shown upon the recorded plat(s) of the Subdivision, as set out in easements of record, as set forth in this Declaration or which are located on, over or under the ground. (c) Easement for Adjoining Property. Declarant further reserves a perpetual, alienable easement and right of ingress and egress over, upon, across and under the Common Area and all streets and roads within the Subdivision for the purpose of providing drainage and utility installation, construction, reconstruction, and maintenance to adjacent property now or hereafter owned by Declarant and for the installation and maintenance of any irrigation systems, pipes, drainways or other installations necessary for the foregoing and further for the installation, maintenance, repair, replacement and operation of water lines and other utilities which serve or shall serve property presently owned by Declarant. Declarant, its agents, contractors, servants, Waterway Cove Declaration of Protective Covenants Page 19 employees and assignees may enter upon the easement areas for the purposes of maintaining, repairing, replacing and operating such irrigation systems, water lines and other utilities and drainage facilities and for the purpose of installing additional utilities and drainage facilities. Declarant further reserves a perpetual, alienable easement and right-of-way over, under and across those areas designated as "Road Right of Way," "Common Area," "Utility Easement," "Drainage Ditches" or "Swales" on any recorded plat or map of the Subdivision for the purpose of providing drainage of the Subdivision and lands now or hereafter adjacent to the Subdivision or in the vicinity thereof (whether or not a part of the Subdivision) and for the installation, repair and maintenance of pipes and other facilities necessary for such drainage. Declarant, its agents, contractors, servants, employees and assignees may enter upon any of the easement areas so designated on the recorded plat of the Subdivision for the purpose of maintaining, repairing, replacing and operating any of the drainage facilities, pipes, ditches, and drainage areas located thereon. The Owners of Lots on which such easements are located shall not interfere in any manner with such easements or any of the facilities located therein or the access thereto. Declarant, its agents, employees and assignees shall have no liability for damage which may occur to any structures, plants, trees, or other items which may be located in such utility and drainage easements, and Declarant shall have no obligation to replace any such structures which may be removed or damaged due to maintenance, repair or other work performed in such easement areas. Declarant further reserves an easement of ingress and egress over and across all streets and roads of the Subdivision which such easements are and shall be for the purpose of ingress and egress to any property now owned or hereafter acquired by Declarant, its successors and assigns whether or not such property is made a past of the Subdivision and whether or not such property adjoins the Subdivision. Section 9. Easements for Association. There is hereby reserved a general right and easement for the benefit of the Association, its agents, contractors, servants, employees and assignees, including but not limited to, any property manager employed by the Association and any employees of such manager, to enter upon any Lot or any portion thereof in the performance of their respective duties, to carry out the obligations imposed by it or to exercise the rights conferred to it under this Declaration. Section 10. Sales Offices, Rental Offices, Property Management Offices and Construction Offices. Notwithstanding any provisions or restrictions in this Declaration to the contrary, (a) Declarant hereby reserves for its benefit the perpetual, alienable and transferable right and easement in and to the Subdivision for the maintenance of signs, sales offices, rental offices, property management offices and construction offices, together with such other facilities as in the sole opinion of Declarant reasonably may be required, convenient or incidental to the completion, management, rental, improvement and/ or sale of Lots, Dwellings, Common Area and other property of Declarant; (b) Declarant expressly reserves the right to grant to any builder or builders the right to operate and maintain builder sales, marketing and/or construction offices at any location within the Subdivision upon such terms and conditions as Declarant in Declarant's sole discretion may determine; and (c) Declarant reserves for itself and its marketing agent and initial builders of Dwellings, the right to maintain a sales office, model homes and a construction office upon one or more Lots until all Lots to be located within the Subdivision have been sold. Section 11. Maintenance Easement. Subject to the other terms of this Declaration., there is hereby reserved for the benefit of Declarant, the Association and their respective agents, employees, Waterway Cave Declaration of Protective Covenants Page 20 successors and assigns an alienable, transferable and perpetual right and easement to enter upon any Lot for the purpose of landscaping, mowing, maintenance of landscaping and removal of rubbish and trash so as to maintain reasonable standards of health, fire safety and appearance within the Subdivision and to carry out their respective obligations imposed upon them or to exercise the rights granted to them pursuant to this Declaration; provided that such easements shall not impose any duty or obligation upon Declarant or the Association to perform any such actions except as expressly provided herein. Furthermore, there is hereby reserved for the benefit of Declarant, the Association and their respective agents, employees, successors and assigns, an alienable, transferable and perpetual right and easement, but not the obligation, to maintain and / or repair the outer portions of any building if the Owner shall fail to maintain such building in keeping with the standards of the Subdivision. The cost of such maintenance and/ or repair shall constitute an Individual Assessment against the Lot on which the building is located and the Owner of such Lot as provided in Article VIII herein. Section 12. Road Construction Easement. Declarant reserves a temporary construction easement of twenty-five (25) feet in width along both sides and running parallel to unimproved, platted streets and roads, alleys and private lanes, which easements shall expire eighteen months after the particular road construction commences. Should it be necessary due to terrain and site conditions, Declarant has at its sole discretion the right to extend the width of the temporary construction easement. Article VIIT Assessment for the Maintenance and Operation of Common Areas and Facilities Section 1. Assessments. Liens and Personal Obligations Therefor. (a) Each Owner, by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, is deemed to covenant and agree to pay the Association (i) annual assessments or charges which are Common Expenses; (ii) special assessments for capital improvements and extraordinary maintenance or expenses; and (iii) Individual Assessments. The Assessments are to be fixed, established and collected from time to time as hereinafter provided. Assessments, together with such interest thereon and costs of collection thereof (including reasonable attorneys' fees) as are hereinafter provided, shall be a charge on the land and a continuing lien upon the Lot(s) against which each such assessment is made. Each such Assessment, together with such interest thereon and the costs of collection thereof (including reasonable attorneys' fees) as are hereinafter provided, shall also be the personal obligation of the Owner of such Lot(s) at the time when the assessment became due. (b) The annual and special assessments levied by the Association shall be used exclusively for the following purposes: (i) for promoting the recreation, health, safety and welfare of the Owners; (ii) for the improvement, maintenance, use and operation of the Common Area (including, for the repair, replacement and additions thereto or to any improvements or structures thereon) and, upon determination by the Board of Directors, improvements located outside of the Subdivision (including, without limitation, identification and/ or directional signage 'including landscapingi either exclusively or in cooperation with other associations or parties) now or hereafter designated or existing; Waterway Cove Declaration of Protective Covenants Page 21 (iii) for the payment of ad valorem taxes and public assessments levied on the Common Area and for the payment of such other taxes, assessments and fees that may be levied against the Association; (iv) for the procurement and maintenance of insurance in accordance with the bylaws of the Association, N.C. Gen. Stat. § 47F-1-113 and as otherwise deemed prudent by the Board of Directors; (v) for the costs incurred by the Association to carry out its obligations imposed upon it or the rights conferred to it under this Declaration or the articles of incorporation or bylaws of the Association; (vi) for the acquisition, improvement and maintenance of the services and facilities devoted to the aforesaid purposes; and (vii) for the employment of attorneys, accountants, property managers and other professionals to represent the Association when necessary and such other needs as may arise. I£ Declarant performs any of the foregoing services for Association, including, but not limited to, accounting and bookkeeping services, it shall have the right to receive a reasonable fee therefor and such shall not be deemed to be a conflict of interest. Section 2. Amount and Payment of Annual Assessment. The initial annual assessment payable by each Owner shall be $2,268.00 per Lot per calendar year. Upon the closing of the initial sale of each Lot by Declarant, the purchaser of each Lot shall pay to the Association a capital contribution equal to 1/6th of the then applicable Annual Assessment. The annual assessments shall not commence as to any Lot until the earlier of (i) nine (9) months after the conveyance of such Lot by the Declarant; (ii) the conveyance of such Lot by the grantee of the Declarant; or (iii) the issuance by such appropriate governmental agency or authority a certificate of occupancy or compliance with respect to the Dwelling constructed on such Lot. Section 3. Operating Budget. Declarant has prepared the initial budget of the Association upon which the initial annual assessment is based, and copy is available to any Owner upon written request. It will be the duty of the Board of Directors at least sixty (60) days prior to the first day of the Association's first full fiscal year following the recording of this Declaration, and each fiscal year thereafter, to prepare a budget covering the estimated Common Expenses during the coming year, such budget to include a reserve account, if necessary, for the capital needs of the Association. Each Lot shall be equally responsible for its proportionate share of the total annual assessments, subject to Section 2 of this article. (a) Notice of Proposed Annual Assessment, Ratification. Pursuant to N.C. Gen. Stat. § 47F-3-103(c), within thirty (30) days after the Board of Director's adoption of any budget for the next fiscal year of the Association, but in all events at least thirty (30) days prior to the first day of the fiscal year for such budget, the Board of Directors will provide to all of the Owners a summary of such budget and a notice of the meeting to consider ratification of such budget, including a statement that such budget may be ratified without a quorum being present at the meeting and that such budget will be ratified unless at the meeting, the Owners entitled to cast sixty-seven percent (67%) of the votes of the Association reject such budget. Such meeting shall be held on a date and time selected by the Board of Directors not less than ten (10) nor more than sixty (60) days after mailing of such summary of the budget and notice. Waterway Cove Declaration of Protective Covenants Page 22 (b) Disapproval of Annual Budget. If the proposed budget is disapproved or if the Board of Directors fails for any reason to determine an annual budget and to set the annual assessments, then and until such time as a budget and annual assessment will have been determined as provided herein, the budget and annual assessments will be the budget and annual assessments for the previous fiscal year. Section 4. General Provisions Regarding Assessments. (a) If two Lots are combined into one Lot, the Owner(s) of the resulting Lot shall pay an Assessment for each of the original Lots as if they had not been combined. (b) Each annual assessment shall be fully payable in advance on the I' day of January each year; provided, however the Board of Directors shall have the option to permit payments of Assessments in such installments and at such times as it shall determine. The exact amount of each annual assessment shall be fixed by the Board of Directors. (c) The Association shall, upon request at any time and the payment of any applicable fee, furnish to any Owner liable for any Assessment a certificate in writing, signed by an officer of the Association or by the Association manager, setting forth whether said Assessment has been paid. Such certificate shall be in recordable form and shall be conclusive evidence of the payment status of any Assessment therein stated to have been paid. The Association shall have the right to assess a fee as established by the Board of Directors not to exceed $100 to defray the costs of providing such certificate. (d) Both annual assessments and special assessments must be fixed at a uniform rate for all Lots subject to collection of the annual assessment. Section 5. Special Assessments for Insurance and Capital Improvements. The Association may also levy, in any fiscal year, a special assessment applicable to that year only, for the purpose of defraying unanticipated increases in insurance costs and for unexpected costs associated with the repair or replacement of a described capital improvement upon the Common Area, including the necessary fixtures and personal property related thereto, or for any other unexpected expenses, capital or ordinary, of the Association consistent with the purposes of the Association provided that any such assessment shall have the assent of at least fifty-one (51%) percent of the votes of each class of Members who are voting in person or by proxy at a meeting duly called for this purpose, written notice of which shall be sent to all Members not less than thirty (30) days nor more than sixty (60) days in advance of the meeting. The due date of any specified assessment shall be fixed in the resolution authorizing such special assessment. Section 6. Individual Assessment. The Association may levy an individual assessment upon any Owner to cover the costs incurred by the Association due to the Owner's failure to maintain its Lot and Improvements pursuant to the standards or requirements set forth in this Declaration, to reimburse the Association for any damage to any Common Area caused by any Owner or their tenant or invitee, or for any other purpose permitted by this Declaration or any supplemental Declaration (the "Individual Assessments"). Individual Assessments shall be due and payable within thirty (30) days after written notice from the Association. Section 7. Paid Professional Manager. The Board of Directors may employ a professional manager or managerial firm to supervise all the work, labor, services and material required in the operation and maintenance of the Common Area and in the discharge of the Association's duties. Waterway Cove Declaration of Protective Covenants Page 23 Section 8. Effect of Non -Payment of Assessment; Personal Obligation of the Owner; Remedies of Association. If any Assessment (or reimbursement of any sum due the Association under this Declaration) or installment thereof is not paid within thirty (30) days after the due date, then such Assessment or reimbursement shall be deemed delinquent and shall, together with such interest thereon and cost of collection thereof (including reasonable attorneys' fees) as are hereinafter provided, continue as a lien on the Lot(s) which shall bind such Lot(s) in the hands of the Owner, its heirs, devisees, personal representatives, successors and assigns. Any delinquent Assessment (or reimbursement obligation as aforesaid) or installment thereof will incur a late charge in an amount as may be determined by the Board of Directors from time to time, but not to exceed the greater of twenty dollars ($20.00) per month or ten percent (10%) of the amount of the unpaid Assessment or reimbursement obligation or installment thereof and will also commence to accrue simple interest at the rate of eighteen percent (18%) per annum or the highest rate permitted by law. The Board of Directors, at its discretion, may also accelerate the remainder of the annual assessment that is due. The Association may bring legal action against the then Owner personally obligated to pay the delinquent Assessment, reimbursement obligation or installment thereof or may enforce and/or foreclose the lien against the Lot(s) pursuant to the provisions of the Act; and in the event a judgment is obtained, such judgment shall include interest on the assessment or reimbursement as above provided and reasonable attorneys' fees and late charges together with the costs of the action. Each Owner, by his acceptance of s. deed to a Lot, expressly grants to and vests in the Association or its agents the right and power to bring such action or foreclosure. The Association, acting on behalf of the Owners, shall have the power to bid on any Lot and to acquire and hold, lease, mortgage and convey the same. A suit to recover money for unpaid Assessments and other charges is maintainable without foreclosing or waiving the lien securing same. NO OWNER MAY WAIVE OR OTHERWISE ESCAPE LIABILITY FOR THE ASSESSMENTS PROVIDED FOR HEREIN BY NON-USE OF THE COMMON AREA OR ABANDONMENT OF ITS LOT. On behalf of the Association, the Board of Directors shall have the authority to compromise and settle claims for Assessments and collection of other sums due the Association upon a majority vote of the directors upon good cause shown. Section 9. Subordination of the Lien to Mortgages and Ad Valorem Taxes. The lien provided for this article is prior to all liens and encumbrances on a Lot except (i) liens and encumbrances (specifically including, but not limited to, a mortgage or deed of trust on the Lot) recorded before the docketing of the claim of lien in the office of the clerk of superior court, and (ii) liens for real estate taxes and other governmental assessments and charges against the Lot. Sale or transfer of any Lot shall not affect the lien provided for in this article, however, the sale or transfer of any Lot pursuant to a mortgage or tax foreclosure proceeding, the lien of which mortgage or tax is senior to the lien provided for in this article, shall extinguish the lien provided for in this article as to payments which became due prior to such sale or transfer, but shall not abate the personal obligation of the prior Owner. Section 10. Assessments Upon Sale or Transfer of a Lot. No Owner of a Lot shall be liable for the payment of any part of the Assessments assessed against his Lot subsequent to a consummated sale, transfer or other conveyance by him (made in accordance with the provisions of this Declaration and applicable restrictions of record) of such Lot. A purchaser of a Lot shall be jointly and severally liable with the seller for the payment of the Assessments assessed against such Lot (together with attendant charges, interest, late fees and costs of collection) prior to the acquisition by the purchaser of such Lot, without prejudice to the purchaser's right to recover from the seller the amounts paid by the purchaser therefor; provided, that a purchaser of a Lot at a foreclosure sale of such Lot shall not be liable for, and such Lot shall not be subject to, a lien for the payment of Assessments (and attendant charges, interest, late fees and costs of collection) assessed prior to such foreclosure sale to the extent that the lien of that Waterway Cove Declaration of Protective Covenants Page 24 being foreclosed is senior to the lien of the Assessments, and such unpaid Assessments shall be deemed to be a Common Expense collectible from all of the Owners, including such purchaser of such foreclosed Lot. Section 11. Exempt Proms All Common Area and all proper'iy dedicated to, and accepted by, a local public authority is be exempted from the Assessments, charges and liens created herein. Article IX Stormwater Management; Permits Section 1. Compliance with Stormwater Management. All construction within the Subdivision shall comply with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulation, which is intended to ensure ongoing compliance with State Stormwater Management Permit Number SW8 070544MOD issued by the Division of Water Quality under Title 15A NCAC 2H.1000 applicable to wet detention ponds in the Subdivision (the "Permif'). Each wet detention pond includes a specified drainage area that limits the area that may be built upon with impervious surfaces (each a "Drainage Area"). The built -upon area ("BUA") of each Lot within each approved Drainage Area must be limited so the overall maximum allowable BUA for that Drainage Area is not exceeded. (a) Stormwater Restrictions. The ARC shall implement, comply with and enforce the following standards with respect to the exercise of its powers and the review and approval of all Improvements to be developed, constructed and reconstructed in the Subdivision. (i) The ARC shall have the authority to review and approve, or disapprove as needed, Lot plans and to establish the BUA limit for each Lot based on the approved Permit BUA allowances for each Drainage Area. (See paragraph (b) of Section 4 of this article.) The ARC shall remain a viable entity and may not be dissolved or relieved of its authority with respect to setting and tracking BUA requirements and compliance unless and until a Permit transfer of ownership, submitted by the current Permit holder, is approved by the North Carolina Division of Water Quality (the "DWQ"). (ii) The ARC shall monitor and track each Lot's BUA and will provide to DWQ every six (6) months an updated list of each Lot's recorded BUA. Upon assignment of all BUA for each Lot in the Subdivision within the permitted areas, a final list of recorded BUA for each Lot will be provided to DWQ. The ARC shall ensure that the total proposed BUA within each Drainage Area complies with the permitted maximum BUA for the Drainage Area in which the Lot is located. As outlined in the Permit: Maximum Allowable BUA for Drainage Area #1 is 634,964 ft Maximum Allowable BUA for Drainage Area #2 is 337,903 ft The amount of BUA allocated to a Lot shall be at the sole discretion of the ARC, subject to the requirements of the Permit, and, by purchasing a Lot, each Lot Owner agrees to comply with the maximum BUA established for the Lot by the ARC. (iii) The ARC shall not modify or approve a change to any Drainage Area from the approved plans for the Drainage Area without prior approval of DWQ. The process for acquiring this approval will be through the submittal of an application for a Permit modification. Waterway Cove Declaration of Protective Covenants Page 25 (iv) The covenants set forth in this Declaration are intended to ensure ongoing compliance with the Permit. The State of North Carolina is hereby made a beneficiary of the covenants in this Section 1 to the extent necessary to maintain compliance with the Permit. (b) Enforcement. T he failure of any Owner to comply with a provision of this Section 1 shall provide the Association the right to bring legal action at law or in equity, including an action for injunctive relief, damages or a combination thereof to enforce the provisions hereof against the violating Owner. All costs and expenses incurred by the Association in terminating or resolving a violation of the covenants and restrictions set forth in this section, inclusive of reasonable attorneys' fees (whether or not litigation is instituted) and court costs shall be the responsibility of the Owner determined by the ARC to be in violation. Collection of such reasonable attorneys' fees, costs and damages may be enforced by any method described in this Declaration, including, but not limited to providing for the collection of same through an Individual Assessment, by a civil action to collect the debt, or as otherwise provided by law. Failure by the ARC to enforce any provision contained in this section may never be deemed a waiver of the right to do so thereafter or preclude any other person or entity a beneficiary of the covenants and restrictions set forth in this section, including DWQ, from enforcing such violation pursuant to this section. All rights and remedies set forth in this section are in additional to, and not exclusive of, all rights and remedies that may be enforced by the ARC, the Association and/or any Owner as provided in this Declaration. Section 2. Compliance with Wetland and Buffer Regulations. In accordance with Title 15A NCAC 2H .500, it has been determined that portions of the open space area located in the Waterway Cove Subdivision, Brunswick County, North Carolina, as shown on plans prepared by The John R. McAdams Company meet the requirements for the designation as a wetland, stream, or protected stream buffer. The areas shown in the recorded plat Waterway Cove, , recorded at the Register of Deeds Brunswick County as conservation areas shall be maintained in perpetuity in their natural or mitigated condition. No person or entity shall perform any of the following activities on such conservation area: (a) fill, grade, excavate or perform any other land disturbing activities; (b) cut, burn, remove, or harm any vegetation; (c) construct or place any roads, trails, walkways, buildings, mobile homes, signs, utility poles or towers, or any other permanent or temporary structures; (d) drain or otherwise disrupt or alter the hydrology or drainage ways of the conservation area; (e) dump or store soil, trash, or other waste; and (f) graze or water animals, or use for any agricultural or horticultural purpose. The covenants in this section are intended to ensure continued compliance with mitigation conditions of a Clean Water Act authorization issued by the United States Army Corps of Engineers, Wilmington District, and therefore may be enforced by the United States of America. The covenants in this section run with the land and shall be binding on the Owner and all parties claiming use of it. This language cannot be amended without the express written consent of the U.S. Army Corps of Engineers, Wilmington District. U.S. Army Corps of Engineers, reference Permit # 197800056 (COE Action ID No. 2006-41576-010) issued 11/21/07. Waterway Cove Declaration of Protective Covenants P2r. 26 Section 3. Notice of Land Use Restrictions. Land use on private lots is subject to federal, state, and local laws and regulations. Some uses may be restricted due to inclusion of, or proximity to, land or waters with the following designations: wetlands, flood prone areas, areas of environmental concern, outstanding resource waters, primary nursery areas, and Neuse River Basin SA stream classification. Other designations or restrictions may apply. All property within the Subdivision is subject to the conditions of the following permits which have been issued to Declarant and approved for the project: (a) Wastewater Treatment Permit # WQ0012748 (b) Wastewater Collection System # WQ0032347 (c) NCDOT Driveway Access Permit # B-1506 (d) NCDOT Encroachment Permit # E-10-07-131 (e) CAMA Permit # 179-07 (f) Storm Water Permit # SW6 070544MOD (g) State Water Extension Approval # NC0410045 (h) Erosion & Sediment Control # BRUNS-2008-031 Article X Exterior Maintenance, Reasonable Access and Maintenance of Common Area Section 1. Exterior Maintenance. Subject to Section 2 of this article and unless specifically stated to be an obligation of the Association pursuant to this Declaration, the Owner of each Lot, at such Owner's sole cost and expense, shall maintain its Lot, including improvements thereon, in a safe, clean and attractive conditions at all time, including, but not limited to: (a) maintenance of the Dwelling and all other structures; (b) prevention of conditions that could result in an unsightly or unkept appearance of the Dwelling, structures and grounds that tend to substantially decrease the beauty of the neighborhood as a whole or the specific area; (c) prompt removal of all litter, trash, refuse and waste; (d) maintenance and replacement of plants, flower beds and landscaping that is not the obligation of the Association to so maintain and replace under Section 2 of this article; (e) maintenance of exterior lighting and mechanical facilities; (f) maintenance of parking areas and driveways; (g) maintaining adequate soil erosion controls; (h) maintenance so as to comply with the covenants and restrictions of Article IX; G) to the extent not adequately maintained by applicable governmental authority, the Association or a public utility provider, maintenance of the sidewalk, driveway, driveway apron and utility laterals serving such Owner's Lot even if located on Common Area. Waterway Cove Declaration of Protective Covenants page 27 Each Owner shall perform the foregoing responsibilities in a manner that does not unreasonably disturb or interfere with the reasonable enjoyment by the other Owners of their portions of the Subdivision. If any Owner fails to perform any of the maintenance responsibilities set forth in this section, then the Association may give such Owner written notice of such failure, and the Owner shall, within thirty (30) days after such notice is given, perform the required maintenance. If such Owner fails to perform same within the allotted time period, then the Association, acting through its authorized agents, shall have the right and power, but not the obligation, to enter such Owner's Lot and perform such maintenance, at the expense of such Lot Owner and without any liability for damages for wrongful entry or trespass. The cost of any of the work performed by the Association as aforesaid is immediately due and owing from the Owner of the Lot and constitute an Individual Assessment against the Lot on which the work was performed, collectible in a lump sum. Section 2. Maintenance and Landscaping of Lots. The Association shall maintain and replace trees, shrubs, grass and other plantings or landscaping on each Lot, including in any Buffer Area, to the extent that such (i) were a part of the original landscaping plan or landscaping installed on such Owner's Lot; (ii) were added by the Association to the landscape of the Lot; and (iii) were added by the Owner of such Lot and submitted to and approved by the ARC pursuant to Article IV. The maintenance obligation of the Association set forth in this section includes, but is not limited to, the application of fertilizer, reseeding and replacement of grass, shrubs, trees and other plantings on such Lot, and extends to the portion of any Common Area and/or public street right-of-way located between the boundary lines of each Lot and to the portion of any Common Area located between the boundary line of each Lot and the shore of any lake, pond, water retention area, stream or other body of water located within Common Area. The Association shall maintain landscaped and grassed areas on each Lot for which it is responsible so as to keep all vegetation in a healthy condition. Landscaping as approved by the ARC is to be installed prior to occupancy of the Dwelling on such Lot; occupancy of a Dwelling prior to completion of landscaping shall require the written approval of the ARC, shall be for good cause only, and shall be no earlier than ninety (90) days prior to completion of landscaping. In order to enable the Association to accomplish the foregoing, it is reserved to the Association the right, privilege and easement of unobstructed access over and upon each Lot at all reasonable times to perform the maintenance as required in this section. The Owner shall not (i) place any furniture or place or construct any Improvements on the Lot that will interfere with the Association's maintenance obligations of this section, or (ii) plant any vegetation on the Lot, except in each case upon the submission to and approval by the ARC pursuant to Article IV. The ARC may condition the approval of the fencing in of any area on a Lot or the erection of any Improvements on a Lot with the ceding of the obligation to maintain the trees, shrubs, grass and other plantings affected by such, upon which such maintenance obligation shall become borne solely by the Owner of such Lot. No maintenance by an Owner of such plantings shall reduce the assessment payable by such Owner to the Association. Section 3. Access at Reasonable Hours. For the purpose of performing its function under this or any other article of the Declaration, and to make necessary surveys in connection therewith, the Association, by its duly authorized agent and employees, or Declarant while Declarant is a Class B Member, may enter upon any Lot at reasonable hours on any day on reasonable prior notice. Section 4. Maintenance of Common Area. It shall be the responsibility of the Association to maintain the Common Area. However, should Declarant ,prior to conveyance to the Association, or the Association thereafter decide to transfer any portion or all of the areas designated or to become, by conveyance, Common Area to a governmental authority otherwise consistent with this Declaration, such Waterway Cove Declaration of Protective Covenants page 28 duty to maintain same shall cease as to that portion so transferred upon acceptance of maintenance thereof by such governmental authority. Section 5. Removal of Obstructions, Debris, and Materials. The Association may remove any obstruction of any nature located within the road right-of-ways or other Common Area, including trees and shrubs which, in the opinion of the Association, either might produce a hazard or might interfere with the maintenance of the roads. Article XI Phased Development Section 1. Initial Phase. The real property which is, and shall be held, transferred, sold, conveyed and occupied subject to this Declaration and known as Phase I -A is located in Brunswick County, North Carolina, and is more particularly described on Exhibit A attached hereto and made a part and parcel hereof. Section 2. Additional Phases. From the date of the recordation of this Declaration until a date that is the earlier of (i) ten (10) years thereafter or (ii) the Turnover Date, Declarant may, at its option, from time to time subject other lands contiguous to that presently subject to this Declaration to the provisions of this Declaration by recording a Supplemental Declaration(s), describing the lands to become subject to this Declaration. Declarant may incorporate such additional land under the provisions hereof in any number of additional phases as it may so desire and may, in its discretion, change the character or nature of such future phases, including but not limited to changing the architectural theme, building materials, elevations, and minimum square footage requirements for buildings. The annexation of additional lands and the execution and recording of such Supplemental Declaration(s) to effect same shall not require the vote or consent of the Association or any Owner, and any such Supplemental Declaration(s) shall be effective upon the filing thereof in the public records of Brunswick County, North Carolina. Upon Declaran"s election to incorporate additional real estate hereunder, all of such real estate so incorporated shall be as fully covered hereby as if a part of the original Subdivision, and all lands so annexed shall be subject to all the declarations, covenants, easements, liens, restrictions and duties as herein contained, together with such additional restrictions and obligations as Declarant may impose on the lands being submitted to the provisions of this Declaration by such Supplemental Declaration(s). Declarant shall have no obligation to develop any land adjoining the Subdivision in accordance with this Declaration and may develop same in any manner it may desire and further, Declarant, if it should decide to develop any additional land located adjacent to the Subdivision, in its sole discretion, shall have no obligation to make same a part of the Subdivision or subject to this Declaration. DECLARANT IS UNDER NO OBLIGATION TO DEVELOP ADDITIONAL PHASES AND NONE OF THE REMAINING PORTION OF THE PROPERTY DESCRIBED HEREIN SHALL BE DEEMED A PART OF ANY SCHEME OF DEVELOPMENT UNIT ACTUALLY BROUGHT UNDER THESE RESTRICTIONS AS HEREIN PROVIDED. Section 3. Reservation of Additional Easement and Rights. Declarant reserves as developer (and all conveyances by Declarant to Association of Common Area shall be deemed to automatically reserve) easements over, under and across all Common Area for ingress and egress and for construction and completion of construction and development of future phases including, without limitation, easements for the installation, construction, reconstruction, repair, maintenance and operation of all utility services, such easements to be in addition to and not in lieu of any other rights or easements reserved by Declarant herein or in any supplement hereto or any other conveyance by or to Declarant or its predecessors in title. Waterway Cove Declaration of Protective Covenants Page N Section 4. Extension of Roads. Declarant shall have the right, but shall have no obligation, to extend any street or road now or hereafter within the Subdivision without seeking the approval of Association or any other party, for the purpose of serving additional phases of the Subdivision and/ or for serving other parcels of property not included within the Subdivision. Section 5. Voting Rights. As each phase, if any, is added to the Subdivision, the Lots comprising such additional phase shall be counted for the purpose of voting rights. Section 6. Identification of Additional Phases. Nothing in this Declaration shall prohibit Declarant from naming or identifying any phase or portions thereof by a name other than "Waterway Cove" and any such other designation shall in no way prejudice the rights or obligations under this Declaration of any Owner of any Lot in any such section or phase. ARTICLE XII Rights of Morteasees Should a mortgagee or third party acquire the rights of Declarant, by way of foreclosure or otherwise in adjoining or neighboring property contiguous to the property subject to this Declaration, as same may exist from time to time, such mortgagee or third party shall be allowed full use of all rights, easements, rights -of -way and utilities contained within the Subdivision as was permitted or granted to Declarant for the purpose of serving such adjoining or neighboring areas. ARTICLE XM Insurance and Casualty Losses Section 1. Insurance. The Board of Directors, or its duly authorized agent, shall obtain and maintain blanket all-risk insurance, if reasonably available, for all insurable improvements on the Common Areas. If blanket all-risk coverage is not reasonably available, then, at a minimum, an insurance policy providing fire and extended coverage shall be obtained. This insurance shall be in an amount (as determined by the insurance underwriter) sufficient to cover one hundred (100%) percent of the replacement cost of any repair or reconstruction in the event of damage or destruction from any insured hazard. The Board of Directors shall also obtain a public liability policy covering the Common Areas, the Association, and its Members (to the extent of such Member's insurable interest) for all damage or injury caused by the negligence of Association or arising out of the use, ownership or maintenance of the Common Areas. The public liability policy shall have at least a $1,000,000.00 single person limit with respect to bodily injury and property damage, a $3,000,000.00 limit per occurrence, and a $500,000.00 property damage limit. Premiums for all insurance required or permitted under this article and all insurance deductibles of policies carried by the Association is a Common Expense. The policies may contain reasonable deductibles and the amount thereof shall be added to the face amount of the casualty policy in determining whether the insurance at least equals the full replacement cost. Declarant shall be named as an additional insured on all policies obtained by the Association for as long as it is a Class B Member. All such insurance coverage obtained by the Board of Directors is to be written in the name of the Association as trustee for the benefited parties, and shall otherwise comply with the provisions of N.C. Waterway Cove Declaration of Protective Covenants Page 30 Gen. Stat. § 4717-3-113(c). Exclusive authority to adjust losses under policies in force on the Common Areas obtained by Association is vested in Board of Directors. The Board of Directors is further required to make every reasonable effort to secure insurance policies that will provide for the following: (i) that no policy may be canceled, invalidated, or suspended on account of the conduct of any director, officer, or employee of Association or its duly authorized manager without prior demand in writing delivered to Association to cure the defect and the allowance of a reasonable time hereafter within which the defect may be cured by Association or its property manager; and (ii) that no policy may be canceled or substantially modified without at least ten (10) days' prior written notice to Association. In addition to the other insurance required by this section and by law, the Board of Directors shall obtain worker's compensation insurance, if and to the extent necessary, and a fidelity bond or bonds on directors, officers, employees, and other persons handling or responsible for the Association's funds, provided that no fidelity bond shall be required as long as Class B membership exists. The amount of fidelity coverage is to be determined in the Board of Directors' sound business judgment, but may not be less than the sum of three (3) months' of the annual assessments and reserves on hand. Bonds shall contain a waiver of all defenses based upon the exclusion of persons serving without compensation and may not be cancelled or substantially modified without at least ten (10) days' prior written notice to the Association. The Association may purchase officers' and directors' liability insurance, if reasonably available, and the Board of Directors approves the purchase of same. Section 2. Disbursement of Proceeds. Proceeds of insurance policies shall be disbursed as follows: (a) If the damage or destruction for which the proceeds are paid is to be repaired or reconstructed, the proceeds, or such portion thereof as may be required for such purpose, shall be disbursed in payment of such repairs or reconstruction as hereinafter provided. Any proceeds remaining after defraying such costs of repairs or reconstruction to the Common Area or, in the event no repair or reconstruction is made, shall be retained by and for the benefit of Association and placed in a capital improvements account. (b) If it is determined, as provided in Section 4 of this article, that the damage or destruction to the Common Area for which the proceeds are paid shall not be repaired or reconstructed, such proceeds shall be disbursed in the manner provided for excess proceeds in paragraph (a) of this section; provided, however, repair or replacement of the affected Common Area must occur unless prohibited or illegal by law or governmental rule or regulation or as otherwise provided by paragraph (b) of Section 3 of this article. Section 3. Damage and Destruction. (a) Immediately after the damage or destruction by fire or other casualty to all or any part of the Common Area covered by insurance written in the name of Association, the Board of Directors, or its duly authorized agent, shall proceed with the filing and adjustment of all claims arising under such insurance and obtain reliable and detailed estimates of the cost of repair or reconstruction of damaged or destroyed Common Areas. Repair or reconstruction, as used in this article, means repairing or restoring the Common Areas to substantially the same condition in which they existed prior to the fire or other casualty. (b) Any damage or destruction to the Common Area shall be repaired or reconstructed unless the Members representing at least eighty (80%) percent of the total vote of Waterway Cove Declaration of Protective Covenants Page 31 the Association, shall decide not to repair or reconstruct. No mortgagee shall have the right to participate in the determination of whether the Common Area damaged or destroyed shall be repaired or reconstructed. (c) If it should be determined in the manner described above that the damage and destruction shall not be repaired or reconstructed and no alternative improvements are authorized, then, and in that event, the affected portion of the Common Area shall be restored to a condition compatible with the remainder of the Subdivision. Section 4. Repair and Reconstruction. If the damage or destruction for which the insurance proceeds are paid is to be repaired or reconstructed, and such proceeds are not sufficient to defray the cost thereof, the Board of Directors shall, without the necessity of a vote of the Members, levy a special assessment against all Owners in proportion to the number of .Lots owned; provided, if the damage or destruction involves only a Lot or Lots, only Owners of the affected Lot(s) shall be subject to such special assessment. Additional special assessments may be made in like manner at any time during or following the completion of any repair or reconstruction. ARTICLE XIV General Provisions Section 1. Enforcement. Declarant, the Association or any Owner shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by the provisions of this Declaration except as expressly otherwise provided by this Declaration and shall have the right to proceed at law or in equity to compel a compliance to the terms hereof or to prevent the violation or breach in any such event or to recover damages. The failure. to enforce any rights, reservation, restriction, or condition contained in this Declaration, however long continued, shall not be deemed a waiver of the right to do so hereafter as to the same breach or as to a breach occurring prior or subsequent thereto and shall not bar or affect its enforcement. Should Declarant or Association employ counsel to enforce any of the foregoing covenants, condition, reservations, or restrictions because of a breach of the same, all costs incurred in such enforcement, including a reasonable attorneys' fee for Declarant/Association's counsel, shall be paid by Owner of such Lot or Lots in breach thereof. Any amount assessed hereunder shall constitute an Individual Assessment on such Lot and shall be enforceable as herein provided. Notwithstanding the foregoing, the Association, through the Board of Directors, shall have the exclusive authority to enforce the Rules and Regulations and the Architectural Review Guidelines. Section 2. Fines and Association Administrative Proceedings. In addition to all other remedies, in the sole discretion of the Board of Directors, the Board of Directors may impose a reasonable fine or fines upon an Owner for failure of an Owner, his/her family, guests, invitees, lessees or employees to comply with any covenant, restriction, rule, or regulation contained in this Declaration, the Rules and Regulations, the Architectural Review Guidelines and/or bylaws of the Association pursuant to the applicable notice and hearing procedures set forth in the Act, including, but not .limited to N.C. Gen. Stat. §§ 4717-3-101(11), 47F-3-107(d) or 47F-3-107.1, or such successor statutes. Once imposed, fines shall be treated as an Individual Assessments subject to the provisions for the collection of assessments. The Association may conduct any administrative proceedings permitted or provided for under the Declaration, the Act or as otherwise provided by law, including without limitation, the right of the Association, after notice and an opportunity to be heard, (i) to impose reasonable fines for violations of the Declaration, bylaws, Rules and Regulations and/or the Architectural Review Guidelines, or (ii) to suspend privileges or services provided by the Association (except rights of access to Lots) for reasonable periods for such violations or during any period that Assessments or other amounts due and owing to the Association Waterway Cove Declaration of Protecttve Covenants Page 32 remain unpaid for a period of thirty (30) days or longer. Prior to pursuing the imposition of a fine or the suspension of privileges or services as allowed by the Act and as provided herein, the offending Owner will be notified and given ten (10) days in which to cure his violation or nonpayment. If the violation or nonpayment is not cured within this ten (10) day period, a hearing shall be held before the Board of Directors or an adjudicatory panel appointed by the Board of Directors to determine if the offending Owner should be fined or if privileges or services should be suspended. The offending Owner charged shall be given notice of the charge, an opportunity to be heard and to present evidence and notice of the decision. If it is decided that a fine should be imposed, a fine not to exceed $100.00 may be imposed for the violation and without further hearing, for each day more than five (5) days after the decision that the violation occurs. Fines imposed shall be Individual Assessments secured by liens under N.C. Gen. Stat. § 47-3-116. If it is decided that a suspension of privileges or services should be imposed, the suspension may be continued without further hearing until the delinquency is paid if imposed pursuant to N.C. Gen. Stat. § 47-3-102(11) or until the violation is cured or sixty (60) days, whichever is longer, if imposed pursuant to N.C. Gen. Stat. § 47-3-102(12). The Association may institute actions or proceedings permitted by law or the Act to collect any sums due and owing to it. Section 3. Responsibility and Rights of Declarant. Declarant herein shall not in any way or manner be liable or responsible for any violation of this Declaration, the Rules and Regulations or the Architectural Review Guidelines by any person other than itself. In addition, nothing contained in this Declaration shall be deemed to be a representation by Declarant with regard to the requirements of any governmental authority and it shall be the duty of each Owner to comply with any such requirements in addition to the provisions of this Declaration. Declarant reserves the right in addition to all other rights of Declarant, to assign its right of consent and approval as set out in this Declaration and any amendment hereto or supplement thereof, to the Association, or any assignee of Declarant's development rights. At such time as Declarant no longer owns any Lots or property in the Subdivision, any right of approval reserved to Declarant by this Declaration shall be exercised by the Association. Section 4. Rule Against Perpetuities. If any of the provisions under this Declaration are declared void by a court of competent jurisdiction by reason of the period of time herein stated for which the same shall be effective, then, in the event such term shall be reduced to a period of time which shall not violate the rule against perpetuities or any other law of the State of North Carolina, and such provision shall be fully effective for said reduced period of time. Section 5. Binding Effect; Duration. All covenants, conditions, limitations, restrictions, easements, and affirmative obligations set forth in this Declaration shall be binding upon the Owners and their respective heirs, successors, and assigns, and run with the land for a term of twenty (20) years from the effective date of this Declaration, after which time, they shall be automatically extended for unlimited, successive periods of ten (10) years unless terminated by agreement of Owners to which at least ninety percent (90%) of the votes in the Association are allocated. Section 6. References. In construing the provisions of this Declaration, (i) references to articles and sections refer to the articles and sections in this Declaration unless the context otherwise requires; (ii) the use of gender includes all other genders; (iii) the use of the singular includes the plural; and (iv) the use of the plural includes the singular. Section 7. Notice. Any notice required to be sent to any Member or Owner under the provisions of this Declaration shall be deemed to have been properiy sent (i) when personally delivered to such Owner or Member; (ii) mailed, postpaid, to the last known address of the person who appears as Member or Owner of the records of Association or on the official property tax records of the Brunswick County Tax Assessor at the time of such mailing; or (iii) to the extent that an Owner or Member expressly Waterway Cove Declaration of Protective Covenants Page 33 consents, via electronic transmission to an email or other electronic address as such Owner or Member shall provide to the Association from time to time. Section 8. Severability. Each and every covenant and restriction contained herein is considered to be an independent and separate covenant and agreement, and if any one or more of such covenants or restrictions shall, for any reason, be held to be invalid or unenforceable, all of the remaining covenants and restrictions shall nevertheless remain in full force and effect. Section 9. Amendment. This Declaration, and the covenants, restrictions, easements, charges and liens set forth herein, may be amended or changed at any time and from time to time by the affirmative vote or written agreement signed by Owners of Lots to which at least sixty-seven percent (67%) of the votes in the Association are allocated. The foregoing notwithstanding, however, until the Turnover Date, this Declaration may not be amended, changed or terminated without Declarant's consent. In addition, no amendment, change or modification of the rights and privileges granted and reserved hereunder in favor of Declarant or of the obligations imposed herein on Declarant shall be made without the written consent of Declarant. Notwithstanding the foregoing, Declarant may, prior to the Turnover Date, and thereafter, the Board of Directors may, amend this Declaration as shall be necessary, in its opinion, (i) to correct obvious errors and omissions herein or (ii) to qualify the Association or the Subdivision, or any portion thereof, for tax-exempt status as contemplated under this Declaration, in each case, without the consent of any of the other Owners. No amendment to this Declaration shall be effective until executed and recorded in the office of the Brunswick County Register of Deeds. Section 10. Amendment of Declaration Without Approval of Owners. Notwithstanding Section 9 of this article, so long as it owns any portion of the Subdivision, Declarant, without the consent or approval of any other Owner, shall have the right to amend this Declaration: (a) to conform to the requirements of any law or governmental agency having legal jurisdiction over the Subdivision; (b) to enable any reputable title insurance company to issue title insurance coverage with respect to any properties subject to this Declaration; (c) to qualify the Subdivision or any Lots and improvements thereon for mortgage or improvement loans; or (d) to annex additional property to the Subdivision or make further property subject to this Declaration pursuant to Article XI. A letter from an official of any such governmental Agency, including without limitation, the Veterans Administration, the Department of Housing and Urban Development, the Federal Home Loan Mortgage Corporation, the Governmental National Mortgage Association or the Federal National Mortgage Association, requesting or suggesting an amendment necessary to comply with the requirements of such agency shall be sufficient under paragraphs (a) or (c) of this section to support the execution of such an amendment. Such amendment shall become effective upon the date of its recordation in the Office of the Register of Deeds. Section 11. Changes to Plans for the Subdivision. Nothing contained 'herein shall be deemed to incorporate, by reference or otherwise, any plans or proposals promulgated by Declarant with respect to the development of the Subdivision, and Declarant, subject to the covenants, conditions and restrictions contained in this Declaration and any Supplemental Declaration, reserves the right to change any plans for Waterway Cove subdivision at any time and from time to time as Declarant may determine to be Waterway Cove Declaration of Protective Covenants Page 34 necessary based upon Declarant's continuing research and design program and/or market conditions. Any plans for Waterway Cove subdivision shall not bind Declarant or its successors and assigns to adhere to such plans in the development of the Subdivision or any part thereof. Section 12. Effective Date. This Declaration shall become effective upon its recordation in the Office of the Register of Deeds for Brunswick County, North Carolina. 1N W11NESS WHEREOF, Declarant, Waterboro Village Management, LLC, has caused this instrument to be executed by its duly authorized manager on )2010. WAT)ERBORO VILLAGE MANAGEMENT LLC a North Carolina limited liability company Lo STATE OF NORTH CAROLINA COUNTY OF Stephen H. Clark, Manager I certify that the following person(s) personally appeared before me this day, and each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein: Stephen H. Clark, manager of Waterboro Village Management, LLC Witness my hand and official stamp or seal, this the _ day of _ , 2010. My Commission Expires: Notary Public Waterway Cove Declaration of Protective Covenants Page 35 CONSENT Bank of America, N.A., a national banking association, hereby joins in the execution of this Declaration for the sole purpose of consenting to the restrictions, easements and other matters set forth herein and to subordinate the liert and priority of that certain Deed of Trust, Assignment, Security Agreement and Fixture Filing dated as of February 26, 2007, by Declarant for the benefit of Bank of America, N.A. recorded in Book 2561, Page 565, Brunswick County Registry, as modified and amended by that certain First Modification of Deed of Trust, Assignment, Security Agreement and Fixture Filing dated as of January 20, 2009, and recorded in Book 2876, Page 1, Brunswick County Registry, and for no other purpose whatsoever. Executed this the day of 52010. BANK OF AMERICA, N.A. a national banking association Name: Its: STATE OF _ COUNTY OF I certify that the following person(s) personally appeared before me this day, and each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein: being president of Bank of America, N.A. Witness my hand and official stamp or seal, this the _ day of , 2010. My Commission Expires: Notary Public Waterway Cove Declaration of Protective Covenants Page 36 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY SUBJECTED TO DECLARATION BEING ali that real property identified as Phase I -A of Waterway Cove Subdivision, as shown on plat recorded in Map Cabinet , Page , Brunswick County Registry. Waterway Cove Declaration of Protecttve Covenants Page 37 Research Triangle Flares, 14C Post Office Box 14005 Research Triangle Park, North Carolina 27709 2905 Meridian Parkway nth Carolina 27713 c ,6 919-281-4262 919-361-2269 Fax EcoEngineering A division of The John R. McAdams Company, Inc. WATERWAY i LOVE OCEAN ISLE REACH, NORTH CAR OLINA HYDPaAULIC/HYDROLOGIC CALCULATION' FOR THE PROPOSED STAVE STORMWATER MANAGEMENT PERMIT MODIFICATION (RENOVATION OF 3 MSTING DAMS & DESIGN OF 2 INFILTRATION BASINS) WVM-08000 July 30, 2009 Brandon R. Finch, PE Sr. Stormwater Project Manager Jeremy V. Finch, PE Stormwater Project Manager P a I=`Co010 ldJ pet low &,CIE www.ecoenguarn I uesign Ssrvices Faws-ja On G'ient Success WATERWAY COVE Hydraulic /Hydrologic Calculations for the Proposed State Stormwater Management Permit Modification (Renovation of 3 Existing Dams & Design of 2 Infiltration Basins) General Descrindon Located at the southeast quadrant of the intersection of NC 179/904 and Waterway Drive (SR 1232) in Ocean Isle Beach, North Carolina, is the proposed .single-family residential development currently known as Waterway Cove. Proposed development on this 49.72-acre site is the construction of 205 single-family residences, a clubhouse / amenity center, a community pier / docking facility, along with associated roadways, parking areas, utilities and stormwater management infrastructure. Waterway Cove is located within the Lumber River Basin with stormwater runoff from this site draining directly into the Intracoastal Waterway (Stream Index #15-25). According to the N.C. Division of Water Quality BasinWide Information Management System (BIMS), the Intracoastal Waterway is classified as SA;HQW in this location. For this reason, development on this site must meet the coastal stormwater requirements for areas that are located within %Z mile of and draining to SA waters. As of the'date of this report, a new project would be required to meet the coastal rules adopted as part of Session Law 2008-211 (the NC Coastal Stormwater Rule). However, this project was previously permitted in July 2007 (Stormwater Permit No. SW8 070544) and has been allowed (per agreements / discussion with both NCDWQ and the Town of Ocean Isle Beach) to proceed forward under the 1995 coastal stormwater rules. These rules were previously located within sections 15A NCAC 0211.1005 and 15A NCAC 02H.1006 (section .1005 now superceded) of the North Carolina Administrative Code and are as follows: Applicable Stormwater Management Regulations: I. Per 15A NCAC 02H.1005: Stormwater Requirements: Coastal Counties All development activities within the coastal counties which require a stormwater management permit in accordance with Rule .1003 of this Section shall manage stormwater runoff as follows: (1) development activities within the coastal counties draining to Outstanding Resource Waters (OR 99 shall meet requirements contained in Rule .1007 of this Section; (2) development activities within one-half mile of and draining to SA waters or unnamed tributaries to SA waters: (a) High Density Option: Higher density developments shall be permitted pursuant to Rule .1003(d)(2) of this Section if stormwater control systems meet the following criteria (i) no direct outlet channels or pipes to SA waters unless permitted in accordance with 15A NCAC 2H . 0126; (ii) control systems must be infiltration systems designed in accordance with Rule .1008 of this Section to control the runoff from all surfaces generated by the one and one-half inches of rainfall. Alternatives as described in Rule .1008(h) of this Section may also be approved if they do not discharge to surface waters in response to the design storm; (iii) runoff in excess of the design volume must flow overland through a vegetative filter designed in accordance with Rule .1008 of this Section with a minimum length of 50 feet measured from mean high water of SA waters; II. Per 15A NCAC 02H.1006: All development activities which require a stormwater management permit under Rule .1003 of this Section and are within one mile of and draining to waters classified as High Quality Waters (HQW) shall manage stormwater runoff in accordance with the provisions outlined in this Rule. More stringent stormwater management measures may be required on a case -by -case basis where it is determined that additional measures are required to protect water quality and maintain existing and anticipated uses of these waters. (1) All waters classified as WS-I or WS-II (ISA NCAC 2B .0212 and .0214) and all waters located in the coastal counties (Rule .1005 of this Section) are excluded from the requirements of this Rule since they already have requirements for stormwater management. Overall Management ofStormwater Runoff from Waterway Cove Waterway Cove is proposed to be permitted as a high -density project. The project drains to SA waters, meaning to qualify for low -density, the total BUA must be less than 25% (per 1995 coastal stormwater rules). However, the site will be designed such that the maximum total built upon area (BUA) for the total project area will exceed this threshold (proposed to be 45.8%), thus warranting the high -density classification. In order to meet the requirements of section 15A NCAC 02H.1005, the stormwater runoff of this site will be treated as follows: There are three existing ponds / dams located onsite. Each of these existing facilities is proposed to be renovated / reconstructed such that they will safely pass the appropriate design rainfall events. As part of the proposed renovations, features will be incorporated within two of the ponds / dams to allow them to accomplish two additional goals: (1) temporarily store runoff from storm events (to help minimize the frequency of overtopping of the dam embankment), and (2) allow them to serve as a water source for future irrigation within the proposed development. With regards to temporarily storing runoff from storm events, the spillway systems (i.e. the principal spillways and the emergency weir spillways) for the middle and lower ponds will be configured such that temporary storage (above normal pool) of the required runoff volume (i.e. runoff from the 1. 5-inch rainfall event) is provided in each facility. This volume will then be pumped to off-line infiltration basins (two total). The middle pond pumps to an infiltration basin located near the future clubhouse / amenity area. The lower pond pumps to an infiltration basin located on the southeast portion of the site. For each of these ponds, the emergency spillway crest (i.e. Armorflex weir system) is then set such that runoff events from the 10 year storm and below will not overtop the dams (to minimize the frequency of overtopping), but instead is directed to level spreader / SO ft vegetated falter strip systems prior to discharging into the Intracoastal Waterway at the southeast corner of the site. Storm events larger than the 10 year storm will activate the Armorflex weir spillways that are constructed as part of the proposed dam rehabilitations. Please note an 8-inch bottom drain system is also proposed within each of the ponds for future maintenance needs (if any) and emergency drawdown situations. With regards to future irrigation, it is intended to utilize the existing ponds as a water source in lieu of potable water from Brunswick County. The water to be used for irrigation will be pumped from the.normal pool elevation and below. A well (or series of wells) will be installed to replenish the ponds and restore the normal pool elevations. 2 Calculation Methodolo�y 1. Rainfall data for the Ocean Isle Beach, NC region is from NOAA Atlas 14. The 1-year, 2-year, 10-year, 25-year, 50-year, -and 100-year events were analyzed as part of this report. All of these storms were modeled within PondPack Version 8.0 assuming a SCS Type III rainfall distribution. Please reference the. Rainfall Data section within this report for additional information. 2. Using maps contained within the Brunswick County Soil Survey, the site soils were determined to range from hydrologic soil group (HSG) `A' soils to HSG `B' soils. Since the method chosen to compute post -development peak flow rates and runoff volumes is dependent upon the soil type, within each sub -basin, an approximate proportion of each soil group was determined using NRCS Soil Survey Maps. Once an approximate proportion was determined, a composite SCS CN was computed for each cover condition. For example, the post -development soil composition of the sub -basin draining to the lower pond consists of approximately 96% HSG `A' soils and 4% HSG `B' soils. Therefore, for the open area cover condition, the composite SCS CN is computed as follows (assuming good condition): Composite Open SCS CN = (0.96*39) + (0.04* 61) = 40 This type of calculation was done for each of the studied sub -basins in an effort to accurately account for the difference in runoff between HSG `A' and `B' soils. 3. The post -development time of concentration to each of the existing ponds and proposed infiltration basins was assumed to be 5 minutes in the. post -development condition. This is a conservative assumption. 4. Off -site impervious area to the lower pond was computed using information obtained from Brunswick County GIS. Using average lot sizes, an approximate impervious percentage for each area of lot type was assumed using design tables from SCS TR-55. Please reference the design calculations for detailed impervious assumptions for the offsite areas. 5. Off site impervious to the middle pond was measured in CAD using available survey / GIS data. 6. The on -site topography used in the analysis is from a combination of (1) field survey information provided to The John R. McAdams Company, Inc. by Bobby M. Long & Associates and (2) a recent field survey of portions of the site by The John R. McAdams Company, Inc. Please refer to Sheet C-1 of the construction plan submittal for additional information. 7. The onsite wetlands delineation was performed by Land Management Group, Inc.. The CAD information for the wetlands delineation (signed jurisdictional determination dated 08/27/2007) was provided to The John R. McAdams Company, Inc. by Bobby M. Long & Associates. 8. Soil boring information in the vicinity of the proposed infiltration basins was provided to The John R. McAdams Company, Inc. by S&ME, Inc. in a report dated March 11, 2009. Please refer to the Site Soils Information section within this report for additional information. 9. All design aspects (construction details, block sizing calculations, etc.) of the Armorflex block system is by CONTECH, Inc. The John R. McAdams Company, Inc. assumes no liability with regard to the design of the Armorflex systems. 10. The final design calculations for the proposed submersible pump systems for the middle and lower ponds (that will pump water from these ponds to the above ground infiltration areas) are included as an addendum to this report and are by representatives of Godwin Pumps. The John R. McAdams Company, Inc. assumes no liability with regard to these pump calculations. However, the allowable minimum and maximum pumping rates to the infiltration areas have been calculated by The John R. McAdams Company, Inc. and are included in this report. They are used as the basis for the design of the pumping systems by Godwin Pumps. Also included in the construction plans are the proposed locations oa the wet wells (See Sheet P-14 of the construction plan set) where the submersible pumps for each system will be located, along with the PVC force main lines connecting the wet wells to the above ground infiltration areas. 11. PondPack Version 8.0, by Haestad Methods, Inc. is used to generate post -development peak flow rates and model the proposed dam rehabilitations. It is also used to generate the peak flow rates into the proposed level spreaders / vegetated filter strip areas in the 10- year storm event. 12. The stage -storage rating curves and stage -storage functions for the proposed dam rehabilitations and infiltration basins were generated outside of PondPack and then input back into PondPack for routing calculations. 13. The principal/emergency spillway systems for the middle and lower ponds were configured as follows: a. The normal pool elevations prior to a storm event are set at the same elevations as those specified in the existing CAMA permit (dated October 24, 2007). b. An inlet pipe, which will drain by gravity to a wet well (i.e. junction box) containing a submersible stormwater pump (dcsigned by Godwin Pumps — see Item 10 above), is set at the normal pool elevation of the existing ponds. These submersible pumps will pump the computed water quality volume from the existing ponds to the proposed infiltration basins in: (1) Fo1 the dipper infiltration area = 1.90 days (per IB#1 relocation — O1/25/10) and (2) For the lower infiltration area = 1.85 days. i. Please note the upper pond is not used for any water quality storage and its drainage area is treated by the pumping system for the middle ponti c. A bypass system is set at the top of the required water quality storage (i.e. 1.5- inch runoff depth) for each pond. This bypass system will accommodate all design storms less than or equal to the 10-year storm event and discharge them through the required level spreaders / vegetated filter strips. d. The emergency weir spillways are set above the top of the 10-year storm elevations. These systems will be activated in storm events greater than the 10- year event. 14. Water quality sizing calculations were performed in accordance with the N.C. Stormwater Best Management Practices manual (NCDENR October 2007). The water quality volume resulting from the one and one-half inch rainfall event was computed using the Simple Method. 15. Flowmaster Version 6.0, by Haestad Methods, is used to compute the velocities and flow depths of the 10-year storm event through the proposed vegetated s iter strips. The filter strips are modeled as large rectangular channels, with the filter slopes derived from the rd proposed grading plan and the actual Manning's n determined using the methods described in the North Carolina Erosion & Sediment Control Planning. and Design Manual —Section 8.05 Design of Stable Channel and Diversions. 16. Riprap velocity dissipaters are provided at the principal spillway outlets to prevent erosion and scour in these areas. The dissipaters are constructed using rip rap, underlain with a woven geotextile filter fabric. The filter fabric is used to minimize the loss of soil particles beneath the riprap aprons. The dissipaters are sized for the 10-year storm event using the NYDOT method. It is a permanent feature of the outlet structures. 17. The proposed infiltration basins were not routed in Pondpack due to the constant pumping rate over 2 to 5 days (e.g. — lack of inflow hydrograph since it is due to pumping). Rather than performing a standard pond routing analysis, the stage -discharge function of the proposed outlet structure was computed for each facility and compared to the maximum inflow rate to insure they were capable of passing flows much greater than the maximum inflow rate. Infiltration Area #1- Surface Area Sizing Discussion The proposed above ground infiltration basin for the middle pond will treat both minimal surface drainage from adjacent areas, along with water being pumped from the middle pond. The minimum surface area for this facility is determined by calculating the 1.5" water quality volume from the area of the surface drainage and then adding it to volume being pumped from areas draining directly to the pond. Once the cumulative volume is known, the size of the infiltration area is computed using an "effective infiltration area" calculation described in the DWQ BMP Manual. The equation for this method, along with the values used for the minimum pumping rate scenario for this facility, is as follows: Required Infiltration SA = WQY/(2*(%*T)) = (84,178 cJ) /(2*(10 in/hr*5.0 days)) = 842 sf Please note the infiltration rate, K, of 10 in/hr used in the above calculation is the maximum allowed by the State soil scientist. This is less than one-half of the field tested infiltration rate of greater than 40.00 in/hr shown in the S&ME report. Infiltration Area #2 - Surface Area Sizing Discussion The proposed above ground infiltration basin for the lower pond will treat both minimal surface drainage from adjacent areas, along with water being pumped from the lower pond. The minimum surface area for the infiltration area is determined by calculating the 1.5" water quality volume from the area of the surface drainage and then adding it to volume being pumped from areas draining directly to the pond. Once the cumulative volume is known, the size of the infiltration area is computed using an "effective infiltration area" calculation described in the DWQ BMP Manual. The equation for this method, along with the values used for the minimum pumping rate scenario for this facility, is as follows: Required Infiltration SA = WQY/(2*(%*T)) = (78,379 cf)/ (2*(9.31 in/hr*S. 0 days)) = 842 sf 5 Please note the infiltration rate, K, of 9.31 in/hr used in the above calculation is one-half of the field tested infiltration'rate of 18.61 in/hr shown in the S&ME report (per agreement with DWQ staff). WATERWAY COVE SUMMARY OF RESULTS J. FINCH, PE WVM-08000 1/26/2010 E STING- UPPER POND )i(X)TV4G RESULTS -Al Top of Dam = 24.50 Return period 1-Year 2-Year Inflow [cfs] Outflow [cfs] Max. WSE [ft] Freeboard [ftl 7.02 6.10 22.80 1.70 10.12 9.06 22.86 1.64 10-Year 20.68 19.43 23.05 1.45 25-Year 28.41 27.04 23.17 1.33 50-Year 35.22 33.73 23.26 1.24 100-Year 42.87 41.28 23.36 1.14 RXISTRiG UPPER POND BUMNAR� : =, '. T Design Drainage Area = 222,071 sf 5.10 acres Design Impervious Area = 118,672 sf = 2.72 acres % Impervious = 53.4% Top of Dam = 24.50 ft Ex Upper Pond Normal Pool Elev = 22.58 ft Ex Upper Pond Normal Pool SA = 10,429 ft Weir Spillway Crest = 22.58 ft Weir Spillway Length = 20 ft iTIN j''i1.��19oiil ` _i-z ,NIA lhN.aR1`l 1'NG, R �'I'SUU-ri"s Top of Dam = 17.50 <= Revised 112512010 Revised 112512010 Revised 112512010 Return Period Inflow Outflow M x. WSE Freeboard [cfs] [cfs] [ft]i [ft] 1-Year 36.54 0.60 13.67 3.83 2-Year 54.62 �` 1.70 14.09 3 41 _10-Year - 117.20 8.94 15.52 _�_� 1.98 25-Year 163.84 62.72 -_15.92 1.58 50-Year 205.40 128.64 16.19 1.31 100-Year 252.31 r 215.56 16.47 1.03 => EXISTING MODDLE PAID StRY94ARY Design Drainage Area = 1,366,567 sf = 31.37 acres Design Impervious Area = 671,456 sf = 15.41 acres % Impervious = 49.1 % WATERWAY COVE SUMMARY OF RESULTS J. FINCH, PE W VM-08000 1/26/2010 Top of Dam = 17.50 ft Design Storm (WQ Vol) = 1.50 inches WQ Volume = 84,080 cf WQ Storm Depth = 1.62 ft WQ Volume Elevation = 13.07 ft Ex Middle Pond Normal Pool Elev = 11.45 ft Ex Middle Pond Normal Pool SA = 44,119 sf Bypass Pipe Elevation = 13.10 ft Bypass Pipe Diameter = 30 inches Weir Spillway Crest = 15.55 ft Weir Spillway Length = 75 ft __> EXISTING LOWER POND ROUTING RESULTS Top of Dam = 12.00 Return Period Inflow [cfs] Outflow [cfs] Max. WSE [ft] Freeboard [ft] 1-Year 21.88 0.54 7.88 4.12 2-Year 33.79 1.82 8.26 3.74 10-Year 75.97 11.67 9.65 2.35 25-Year 124.59 107.06 10.29 1.71 50-Year 221.87 199.10 10.60 1.40 100-Year 359.89 325.39 10.96 1.04 01 q Design Drainage Area = 1,269,960 sf 29.15 acres Design Impervious Area = 611,648 sf 14.04 acres % Impervious = 48.2% Top of Dam 12.00 ft Design Storm (WQ Vol) 1.50 inches WQ Volume = 76,748 cf WQ Storm Depth = 1.92 ft WQ Volume Elevation = 7.28 ft Ex Middle Pond Normal Pool Elev = 5.36 ft Ex Middle Pond Normal Pool SA = 33,939 sf Bypass Pipe Elevation = 7.45 ft Bypass Pipe Diameter = 30 inches Weir Spillway Crest = 9.75 ft Weir Spillway Length = 75 ft WATERWAY COVE SUMMARY OF RESULTS W VM-08000 s♦ 1 LTRA'U614 AS-fi'l #1 SUMMARY Design Drainage Area = 1,366,567 sf 31.37 acres Design Impervious Area = 671,456 sf 15.41 acres % Impervious = 49.1% Top of Dam = 32.00 ft Design Storm (WQ Vol) = 1.50 inches WQ Volume = 84,178 cf Min Pumping Rate to Basin = 87.46 gpm Max Pumping Rate to Basin =. 218.64 gpm Computed Pump Operating Point = 230.00 gpm Iiniiltration Basin Floor Surface Area = 5,046 sf Soils Hydraulic Conductivity = 10 in/hr Drawdown Time = 45.6 hours = 1.90 days Level Spreader Length = 91 ft Level Spreader Outlet Velocity = 1.44 ft/sec Vegetated Filter Length = 50 ft Vegetated Filter Velocity = 0.62 ft/sec Riser Size = 4 x 4 ft Riser Crest = 31.00 ft Barrel Diameter = 15 inches # of Barrels = 1 Invert In = 26.50 feet Invert Out (JB) = 22.55 feet Length = F` feet Slope = 0.0790 ft/ft J. FINCH, PE 1/26/2010 Revised 112512010 Revised 112512010 Revised 112512010 Revised 112512010 Revised 112512010 e4 co C13 O O � �O � OHO C � h 00 "y N �D w N O0 N b i b�0 Q q C O ( 'r 00 A� tl � q 00 y PL, PT� :7 •� � O Vw] CWlJ � VWI Cw/l co q Py d W on O O rA O O N t kN k+ N cn t- O M O O W • y C , � C O 0 0 2 Q Y N rl cl= a I I 140 120 100 W 80 LN LL 60 40 20 GODWIN SUB -PRIME MODEL GSL80HV ONE (1) 8-HP SUBMERSIBLE / SYSTEM MIDDLE POND FORCE MAIN WATERWAY COVE SYSTEM CONDITIONS - Static Head: 22-ft (invert to grade) - Forcemain: 540° of 4" SCH 80 PVC, (2) 90, (4) 45, (1) Exit Loss � 6 System Curve —Target Flow —GSL80HV a 25 50 75 100 125 150 175 200 225 250 275 300 FLOW (GPM) GSP80HV.006.revl.mr.rjf.xls Middle Pond 80HV 1/22/2010 MIDDLE POND FORCE MAIN WATERWAY COVE 254 GPM ONE (1) GSL80HV HYDRAULIC CALCULATIONS DISCHARGE - 4" SCH 80 PVC PIPE h sd 22 static discharge head (ft) Q : = 230 rate of flow (GPM) from one pumpset L d := 540 length of discharge pipe (ft) L 90 :=21 equivalent length of (4) 4"90 deg bends (ft) LeR:=11 L45:=19 Leq:=LdtL90+L45+Lex L eq = 591 HAZEN WILLIAMS EQUATION C:=120 d 1 :=3.826 rloorss (Q)1.ss h fd:=0.002083•Leq- 4.8655 C dl hfd=30 Vel:= Q (2.45•d 12) Vel : 6.4 TOTAL DYNAMIC HEAD TDH := h sd + h fd equivalent length of 4" exit loss (ft) equivalent length of (2) 4" 90 deg bends (ft) total equivalent suction length (ft) C factor for pipe roughness inside diameter of 4" SCH 80 PVC Pipe (in) friction loss in suction piping (ft) velocity of flow through suction pipe (ft/s) TDH = 52 Total Dynamic Head (ft) The Godwin Dri-Prime Model GSL80HV Provides at least 52 ft of TDH and 230 GPM at a nominal pump speed of 3600 RPM. All equivalent lengths referenced to Cameron's pg 3-121 3/�P)p 01D CIO t "QG8 MAP 3 AP 819FE S0tLSlXFORMATt0N -4 INFORMATION 2MEd'CNY.DROL9GIC CALCULATIONS GNS- UPPER POND FINAL DESIGN CALCULATIONS - MIDDLE POND 9 FINAL DESIGN CALCULATIONS - LOWER POND OFINAL DESIGN CALCULATIONS - INFILTRATION BASIN #1 WATERWAY COVE WATER QUALITY VOLUME CALCULATIONS WVM-08000 Existing Pond -Lower =%':Ci7FP?'tFic'� `fry: Ff%tip'?' f BIP L�3PSCAF`FkCt ou C'ontribudag Watershed to Existing Pond - Lower. Condition %pervious Area [si] [acres] Existing Onsite 0 0.00 Existing Off'site 286506 6.57 Proposed Onsite 325,038 7.46 Proposed Offsite 304 0.01 < 5R Totals 611,648 14.04 �, G5 (�� (0y 7 =a Determination of Water Quality Volume (1.5"Rainfall Depth) Current Proposed Conditions ==> WQ v = (P)(R v)(A)/12 where, WQv = water quality volume (in acre-ft) Rv= 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) Input data: Total area, A = 29.15 acres = 1,269,960 sf Impervious area = 14.04 acres = 611,648 sf Percent impervious cover, I = 48.2 % Rainfall, P = 1.5 inches Calculated values: Rv = 0.48 WQv = 1.76 acre-ft 76,748 cf. Associated Pond Depth I{s = 36311 b = 1.1494 V = 76748 Normal Pool Elevation = 5.36 feet �- WQ Elevation = 7.28 feet J. FINCH, PE 1/25/2010 FINAL DESIGN CALCULATIONS INFILTRATION BASIN #1 WATERWAY COVE WVM-08000 O GRAPHIC SCALE 60 0 30 60 120 1 inch = 60 ft. ' V — I I 4 ~ I / � \ I ` I / � I T � I ` TO INFILTRATION BASIN # 1 ( SURFACE DRAINAGE ONLY) AREA = 0.36 ac. a le RO]BCT N0. wVM-08000 WATERWAY COVE AftoEngineenng FILENAME. WVM08000-WS aA division of The Jam R. McAdam. Company, Inc. a SCALE: 1 "= 60, OCEAN ISLE BEACH, 1�! C ENGINEERS • PLANNERS • SURVEYORS • ENVIRONMENTA L DATE: INFILTRATION BASIN # I : SURFACE DA MAF RESEARCH TRIANGLE PARK . CHARLOTTE. WlLMINGMN 01-25-2010 aao-7ss-M46- r,r,.a.mvmn&wxom , WATERWAY COVE W VM-08000 I. SCS C:[1RvF NUMBERS Assume. HYDROLOGIC CALCULATIONS J. ALDRIDGE, PE Post -Development -To Infiltration Basin #1- Surface Drainage 1/15/2010 HSG Impervious Open Wooded A 98 39 30 B 98 61 55 HSG'A' = 100% HSG'B' = 0% Cover Condition SCS CN Comments Impervious 98 - en 39 Assume good condition Wooded 30 Assume good condition => To Infiltration Basin #1- Surface Drainage A. Watershed Breakdown Contributing Area SCS CN Area [acres] Comments On -site oiien 39 0.24 Assume good condition Ori-site impervious 98 0.00 - On -site wooded 30 0.00 Assume good condition On -site pond 100 0.12 - Off -site open 39 0.00 Assume good condition Off -site impervious 98 0.00 Off -site wooded 30 0.00 _ _- Assume good condition Off -site pond 100 0.00 - Total area = Composite SCS CN = % Impervious = 0.36 acres 0.0006 sq.mi. 59 0.0% B. Time of Concentration Information Post -development time of concentration to the pond was assumed to be a conservative 5 minutes Time of Concentration = 5.00 minutes SCS Lag Time = 3.00 minutes (SCS Lag = 0.6* Tc) = 0.0500 hours Time Increment = 0.87 minutes (= 0.29*SCS Lag) m Add link 10 m 0 m _ ', Add lin k 50 co T o- Type.... Master Network Summary Page 2.02 Name.... Watershed File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Return HYG Vol Node ID ----------------- Type Event cu.ft Trun EX POND-U OUT ---- POND ------ 1 ---------- _ 24619 EX POND-U OUT POND 2 35234 EX POND-U OUT POND 10 72375 EX POND-U OUT POND 25 100452 EX POND-U OUT POND 50 125742 EX POND-U = -ONE_ 100 15A662 '*IB #1 *IB #1 *IB #1 *IB #1 *IB #1 *IB #1 1% *I� *IB #2 *IB #2 *IB #2 *IB #2 *IB #2 *LS 1 *LS 1 *LS 1 *LS 1 *LS 1 *LS 1 *LS 2 *LS 2 kLS 2 *LS 2 *LS 2 *LS 2 *SITE OUTLET *SITE OUTLET *SITE OUTLET *SITE OUTLET *SITE OUTLET *SITE OUTLET TO IB #1 TO IB #1 TO IB #1 TO IB #1 TO IB #1 TO IB #1 JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT JCT AREA AREA AREA AREA AREA AREA 1 2 10 25 50 100 1 2 10 25 50 100 1 2 10 25 50 100 1 2 10 25 50 100 1 2 10 25 50 100 1 2 10 25 50 100 765 1263 3248 4887 6426 8235 2148 3299 7601 11007 14140 17774 32714 90726 305714 361494 393965 426727 24024 77990 275500 363029 414367 463844 0 0 0 175870 382140 633605 765 1263 3248 4887 6426 8235 Qpeak min 729.00 729.00 728.00 728.00 728.00 727.00 727:00 727.00 727.00 726.00 726.00 726.00 727.00 727.00 726.00 726.00 726.00 726.00 1425.00 1060.00 835.00 742.00 732.00 729.00 1428.00 1026.00 8.01.00 748.00 738.00 731.00 1.00 1.00 1.00 748.00 738.00 731.00 727.00 727.00 727.00 726.00 726.00 726.00 Max Qpeak Max WSEL Pond Storage cfs ft cu.ft -------- 6.10 -------- 22.80 ------------ 2221 9.06 22.86 2956 19.43 23.05 5092 27.04 23.17 6448 33.73 23.26 7554 41_28_ 23.36 8724 .18 .33 .93 1.40 1.85 2.36 58 .92 2.18 3.16 4.04 5.04 . 60 1.70 8.94 11.63 13.54 15.62 .54 1.82 11.67 18.20 21.95 26.54 .00 .00 .00 88.87 177.15 298.85 . 18 .33 .93 1.40 1.85 2.36 -9.. S/N: 6217012070C3 PondPack Ver. 8,0058 The John R. McAdams Company Time: 3:03 PM Date: 1/15/2010 3A 4"0 SCHEDULE 80 PVC FORCE MAIN FROM MIDDLE POND (SEE SHEET P-14) — CONCRETE JUNCTION BOX —3 — — — — — — — — — 4' INSIDE DIAMETER NCDOT STD. 840.31) RIM = 32.50 IN = 22.55 INV. = 22.55 —35 _ 32 �"4, ----- �A t� j - S&ME, INC. BORING #2 / \ APPROXIMATE GROUND ELEVATION = 36.20 36 SHWT = 100" APPROXIMATE SHWT = 27.90 EXISTING INFILTRATION RATE _ >40 IN/HR — FLOOR OF INFILTRATION BASIN TO BE PROVIDED WITH A MINIMUM 4" PRECAST RISER OUTLET STRUCTURE OF ASTM-C-33 WASHED SAND SHAPE = SQUARE (SEE INFILTRATION BASIN FLOOR INTERNAL DIMENSIONS = 4 FT. x 4 FT. FILL SPECS ON THIS SHEET) TOP OF RISER = 31.00 (3) .INVERT IN (6"0 ADS N-12) = 28.00 INVERT OUT (15"0 RCP) = 26.50 (SEE DETAIL SHEET I13-18) OBSERVATION WELL / CLEANOUT SEE DETAIL 3'Lx3'Wx9"THICK NCDOT ) I CLASS 'A' RIPRAP APRON 4"0 SCHEDULE ® (TYP., SEE DETAIL SHEET IB-1C) 80 PVC (TYP.) 30 — — — — 31 4 y�ws 32 vu W V43 J YVJ Wj - - - �- - - 33 _-------- - -- III 4---�--I--+_- / 330 RCP � 50 LF 15" 7.90% �� TIMBER HITCH DRIVE - - - 32 _ _ (49' PRIVATE R/W9 SEE SHEET P-6) C STORM OUTFALL TO LEVEL SPREADER/VEGETATED FILTER STRIP • (SEE SHEETS C-9 AND C-10) INFILTRATION BASIN # 1 PLAN VIEW 1"=20' —H---- 34 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. WATERWAY COVE SSFxn Existing Pond-lnfdtB#1 J. ALDRIDGE, PE WVM-08000 1/15/2010 Stage -Storage Function Average Incremental Accumulated Estimated Contour Contour Contour Contour Stage Contour Stage Area Area Volume Volume w/ S-S Fxn (feet) (feet) (SF) (SF) (CF) (CF) (feet) 30.00 0.00 5,046 a �� 31.00 1 1.00 6,314 , 5680 5680 5680 1.00 32.00 ; 2.00 7,639 6977 6977 12657 s 2.00 Storage vs. Stage 14000 , 12000 y = 5680x' •' R` = 1 10000 es v 8000 m rn 6000 0 va 4000 - 2000 0 — 0.00 0.50 1.00 1.50 Stage (feet) K = Mw Q➢ = 1.155 2.00 2.50 1 WATERWAY CONE Inffitration Basin #1 T. ALDRIDGE, PE WVM-08000 1/15/2010 _> Stage - Storage Function Ids = 5680 b = 1.155 Zo = 30.00 Elevation [feet] Storage [cf] [acre-feet] 30.000 0 0.000 30.20 885 0.020 30.40 1971 0.045 30.60 3149 0.072 30.80 4390 0.101 31.00 5680 0.130 31.20 7011 0.161 31.40 8378 0.192 31.60 1 9775 0.224 31.80 11199 0.257 32 00 12648 0.290 WATERWAY COVE WATER QUALITY VOLUME CALCULATIONS WVM-08000 Infilt 11#1- Surface Drainage Surface Drainage to Infiltration Basin #1 _d Impervious Area ®n P VIP Existing Onsite Existing Offsite Proposed Onsite Proposed Oft'site Totals �p p GaCre! 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 _> Determination of Water Quality Volume. (i 5" .Rainfall Depths Carrent Froposed Conditions =_> WQv (P) (R v) (A)/1.2 where, WQv = water quality volume (in acre-fI) Rv = 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) Input data: Total area, A = 0.36 acres = 15,682 sf Impervious area = 0.00 acres = 0 sf Percent impervious cover, I = 0.0 % Rainfall, P = 1.5 inches Calculated values: Rv = 0.05 WQv = 0.002 acre-ft 98 cf. > Associated In ilts•«ticon Basin #1 Depth Ks = 5680 b = 1.155 V = 98 Normal Pool Elevation = 30.00 feet W¢ Elevation = 30.03 feet J. ALDRIDGE, PE 1/25/2010 WATERWAY COVE InfiltrationB#I-MinPumpingRate J. FINCH, PE WVM-08000 Sizing Calculations 1/20/2010 �Deterrrauiution of Ri;?ey C/`Ualt;r I'alume (WQ,) Entering lnfrTt iation Basin #1 from Pumping WQ v = (P)(R v)(A)II2 where, WQv = water quality volume (in acre-ft) Rv = 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) Input data: Total area, A = 31.37 acres Impervious area = 15.41 acres Percent impervious cover, I = 19.1 % Rainfall, P = 1.5 inches Calculated values. Rv = 0.49 WQv = 1.93 acre-ft = 84080 cf. 'in2a1'oii[dig yalume (WQ t')'EntatgInfi iratiOn `Aadxa, 4fr9m SI+fectDrs1 rage WQ v = (P)(R v)(A)112 where, WQv = water quality volume (in acre-ft) Rv= 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) Inpug da,a: Total area, A = 0.36 acres impervious area = 0.00 acres Percent impervious cover, I = 0.0 % Rainfall, P — 1.5 inches Calculated values: Rv = 0.05 WQv = 0.00 acre-ft = 98 cf. WATERWAY COVE E i m Tfl trati®nt3#I-hIfaPura.pnm p t e J. FINCH, PE WVM-08000 Sizing Calcuistions 1/20/2010 Required InfikrWm Basin Surface Area The effective infiltrating area (A) is computed using the following equation: _ [WQV]1C(2) "(K-T)] where, A= effective infiltrating area of infiltration basin (SF) WQV= water quality volume (CF) K = hydraulic conductivity of infiltration basin soil (in/hr) T = basin dewatering time (days) '6Cpv.P l%ak&: Cai plated values: WQV= 84178 cf K = _ in/hr T= 5.00 days A = 842 SF <=Max.1ser l V;,'Q dcsiga- gmid'eiines >.tie:erraa/.ratinrz.s :5.1<ri=,��a+. .go.FriMFli[b•R+aeAv1nJU&&knBasi#1 WQv= 84178 cf. 629,694 gallons Pond Dewatering Time (days) = 5.00 days Avg Pumping Rate to Achieve Pond Dewatering Time = 125939 gpd 5247 gph 87.46 Igpm WATERWAY COVE FnfiltrationM-MaxPumpingRate J. FINCH, PE WVM-08000 Sizing Calculations 1/20/2010 a=> Determination of Water L+'e!°g i4v Volume (WQ y) Entering Infiltration Basin #1 from Pa l;',P 1 WQ v = (P)(R v)(A)112 where, WQv = water quality volume (in acre-ft) Rv= 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) Inpu3 data: Total area, A = 31.37 acres Impervious area = 15.41 acres Percent impervious cover, I = 49.1 % Rainfall, P = 1.5 inches Calculated values: Rv = 0.49 WQv= 1.93 acre-ft = 84080 cf. - Determination of WaterQ+t MV Volume MV V)i Entering Infiltratim �ftsln #1 from Surface Drahm9e WQ v = (P)(R 1,)(A)/12 where, WQv = water quality volume (in acre-ft) Rv = 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) c'repu2 data: Total area, A = 0.36 acres Impervious area = 0.00 acres Percent impervious cover, I = 0.0 % Rainfall, P = 1.5 inches Calculated values: Rv = 0.05 WQv = 0.00 acre-ft = 98 cf. WATERWAY COVE InfiltrationM-MaxPumpingRate J. FINCH, PE WVM-08000 Si-nng Calculations 1/20/2010 _> Required InfldhWien Basin Surface. Area The effective infiltrating area (4) is computed using the following equation: A = (Y✓QVI/!(2) "(K*T)1 where, A= effective infiltrating area of infiltration basin (5F) WQV= water quality volume (CF) K = hydraulic conductivity of infiltration basin soil (in/hr) T = basin dewatering time (days) Input date: Calculated values: WQV= 84178 cf. K = 10.00 in/hr T= 2.00 days A= 2104 5F --Max- per DWQ design guidelines , 'Iej:w& i";ungikg RateM Infi Y:tl.m &sin#.1 WQv= cf gallons Pond Dewatering Time (days) = 2.00 days Avg Pumping Rate to Achieve Pond Dewatering Time = 314847 gpd 13119 gph 218.64 gpm 40 120 100 80 lu ti 60 40- 20 - 0 - GODWIN SUB -PRIME MODEL GSL80HV ONE (1) 8-HP SUBMERSIBLE / SYSTEM MIDDLE POND FORCE MAIN WATERWAY COVE '2YSTEM CONDITIONS - Static Head: 22-ft (invert to grade) - Forcemain: 540' of 4" SCH 80 PVC, (2) 90, (4) 45, (1) Exit Loss --A—System Curve Target Flow GSL80HV `7 A -;z 3 -4 0 25 50 75 100 125 150 175 200 225 250 275 300 GSP80HV.006.revl.mr.rjf.xls Middle Pond 80HV 1/22/2010 WATERWAY COVE InfiltrationNI-Actual J. ALDRIDGE, PE WVM-08000 Sizing Calcula&ns 1/25/2010 _=- pe0terMkx4 i A ,.0 #444r Ou aiNy Mame v);Bt�tetitag iTre Iltrat ou.Basin #t fsam Pumping WQ v = (P)(R v)(A)111 where, WQv = water quality volume (in acre-fl) Rv = 0.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) &pwt data: Total area, A = 31.37 acres Impervious area = 15.41 acres Percent impervious cover, I = % Rainfall, P = 1.5 inches Calculated values: Rv = 0.49 WQv = 1.93 acre-ft = 84080 cf WQy _ (P)(R v)(A)/11 where, WQv = water quality volume (in acre-ft) Rv = v.05+0.009(I) where I is percent impervious cover A = area in acres P = rainfall (in inches) Input data Total area, A = 0.36 acres Impervious area = 0.00 acres Percent impervious cover, I = 0.0 % Rainfall, P = 1.5 inches Calculated values: Rv = 0.05 WQv = 0.00 acre-ft = 98 cf. WATERWAY COVE InfiltrationBR-Actual WVM-08000 Sizing Calculations �%'' I►°e[fk[iFeC%�6ifil'r'l±t�:TaZ lQ;�sirr .�C�CfL�CM.�PfYt The effective infiltrating area (A) is computed using the following equation: A = [WQV11l(2) *(K*2)j where, A= effective infiltrating area of infiltration basin (SF) WQV= water quality volume (CF) K = hydraulic conductivity of infiltration basin soil (in/hr) T = basin dewatering time (days) Input data: Calculated values: WQV= 84178 cf. K = 10.00 in/hr T = 1.90 days A= SF <=Max. per DWQ design guidelines a.=''7 6.I�Q'Pi�17:�+r".=`iK9v tE.i' Y fi 6';`j:iT6,i.°sf ...�5�,�:"•ziC✓ L.; 6j��;dj �!, ffff����r.+ ��x+ rr ,p J WQV= cf. gallons Pond Dewatering Time (days) = 1.90 days Avg Pumping Rate to Achieve Pond Dewatering Time = 331200 gpd 13800 gph = 230.00 Win J. ALDRIDGE, PE 1 /25/2010 WATERWAY COVE 1nMtrationBasin#I WVM-08000 Rating Curve Calculations Max Peak Pfowrq*iq btflis'ai&4 aerPwo&g' WQv= 84178 cf. = 629,694 gallons Pond Dewatering Time (days) = 1.90 days Avg Pumping Rate to Achieve Pond Dewatering Time = 331200 gpd 13800 gph 230.00 gpm = 0.51 cfs Max 'Oak lfupvratt tn,Ixfiltratdt o Bosun #1 from rm ace Drainage; 100-Year Peak Flowrate to IB #1 From Surface Drainage =cfs — Tom131ar Peak Flowatato Inf bratdon Basin #I Total 100-Year Peak Flowrate = 2.87 cfs InflMadon Basest #Z AadditructureRasing Caw. ;Elevation (ft) Flow (efs) 30.00 0.00 30.50 0.00 31.00 0.00 31.50 12.62 32.00 13.35 J. FINCH, PE 1/25/2010 17 76 I II 164t\ ___I ---- / I L------�9 UA 9.7 + ` / / 15" ENDWALL PER 14— 15 / Ij NCDOT STD. 838.80 / — / I (SEE DETAIL SHEET IB-1j)l / 14 / / INV. OUT = 9.50 17 91' SOLID MASONARY / 12 / BLOCK LEVEL SPREADER / (SEE DETAIL SAET IB-1 C) / W W W W W W W W / LIP OF LEVEL/SPREADER TO BE,' W � y� � W W W W W 1 1 / J 7- WE /S-FOOT WIDE LAYW/OF . 3KSTONE (4-INCHE 'DEEP) f UNDERLAIN WITH FIL FABRIC 1 (SEE DETAIL S�I ET IB-1C) 1\ 50-FOOT VEGETATED \I FILTER STRIP (GRASSED) (SEE DETAIL SHEET IB-1C) I I GRADED AS LEVEL AS POSSIBLE I I� SET AT ELZ9.50 i • �( / W i W W W W W W W W W\ W W W W W W W� W W \ / / / 1 / W �Y � •T y� -AIL W� W W � W� y W �Y_W W W .4 W ^.M� W i I � � W�/1 • W W W W W W W W W W W W W 6-FOOT WIDE (1-FOOT DEEP) �� TRIANGULAR CHANNEL_® 0.00%� / Y/ W W W W . �.i- . W W W W W W L t.Y W W W � -` �/I ---- -� — — — --SLOPE IITVED _WITH` LANDLOK � W W W_ -� W W W W� W i W W W `y — 7-- �\ TURF REINFORCEMENT MATTING _ \450 (SEE DETAIL SHEET IB-1C) 1�-'- - -\-�-� 75-FT AEC rJ W W W LINE \\ — I LIMITS OF EXISTING I ��� 404 WETLAND (TYP. EXISTING WETLA /S/ I I \ PROPERTY LINE LIMITS OF NORMAL HIGH L I / / WATER LINE COASTAL _ 30-FT AEC \ WETLANDSI BUFFER LEVEL SPREADER & VEGETATED FILTER PLAN VIEW 1 " = 20' GRAPHIC SCALE 20 0 10 20 1 inch = 20 ft. WATERWAY COVE LEVEL SPREADER OUTLET WVM-08000 = ' ' ' VELOCITY CALCULATIONS IM-BSOUTLET 10-Year Storm Peak Flowrate =i� 8.94 cfs r Determine ,depth of the flow over level spreader weir• +' Q = CWLHU2 H = (Q/CWL)21 Cw = 3.0 L= 91 ft Q = 8.94 cfs H = 0.102 ft HAT wE,R= 2/3 H = 0.068 ft Determine velocity offlow over level spreader weir: Q = VA V = Q/A7 Q/(L*HAT WEIR) Q = 8.94 cfs L= 91 ft HAT wm = 0.068 ft V = 1.44 ft/sec Therefore, the approximate velocity over the level spreader weir is 1.44 ft/sec. J. FINCH, PE 7/28/2009 PROJECT: Waterway Cove PROJECT #: WVM-08000 { DESIGNER: J. Finch, PE , DATE: 7/28/2009 56aonel M: Infiltration Basin #1 -Level Spreader Outlet 1. CHAMEL CALCULATIONS — Proposed Level Spreader Outlet Section Design Flow, QIO = 8.94 cfs Section = Trapezoidal (i.e. Vegetated Filter Strip) Bottom Width = 91 ft -* j."t mwmd Sideslopes = 3:1 H V Longitudinal Slope = 8.00% <-- - Lining = Tall Fescue Permissible Velocity, Vp = 4.5-5.5 ft/sec (See N.C. Erosion Control Manual - Table 8.05a) Depth; = I ft +/- _> Calculations (using Floivrnaster Version 60) 1 aYear Star ma Assured "n" IDCPG Arw Wetted Perimettc Hydraulic Radiva Velocity V*R Actual"M" commeaft 0.20 0.16 e 14.5 91.32 0.16 0.62 0.10 0.20 n = 0.20 DEPirF of Fa 17? OF RAkoo Worksheet Worksheet for Rectangular Channel ' Project Description Worksheet Infiltration Basin #1 - Level Spreader Outlet Flow Element Rectangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.200 Slope 8.0000 % Bottom Width 91.00 ft Discharge 8.94 cfs Results Depth 0.16 ft Flow Area 14.5 ft2 Wetted Perimeter 91.32 ft Top Width 91.00 ft Critical Depth 0.07 ft Critical Slope 143.8338 % Velocity 0.62 ft/s Velocity Head 0.01 ft Specific Energy 0.17 ft Froude Number 0.27 Flow Type Subcritical Project Engineer. JRM Employee x:\...\design files\wvm08000.fm2 The John R. McAdams Company, Inc. FlowMaster v6.0 [614b) 07/28/09 04:21:50 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 n Appendices 6111, 40 ®.3C .l .08 .06 04 .02 Step 10. For grass -lined channels once the appropriate channel dimensions have been selected for low retardance conditions, repeat steps 6 through 8 using a higher retardance class, corresponding to tall grass. Adjust capacity of the channel by varying depth where site conditions permit. NOTE 1: If design velocity is greater than 2.0 fi/sec., a temporary lining may be required to stabilize the channel until vegetation is established. The temporary liner may be designed for peak flow from the 2-yr storn-t. If a channel requires temporary lining, the designer should analyze shear stresses in the channel to select the liner that provides protection and promotes establishment of vegetation. For the design of temporary liners, use tractive force procedure. NOTE 2: Design Tables —Vegetated Channels and Diversions at the end of this section may be used to design grass -lined channels with parabolic cross -sections. Step 1 L Check outlet for carrying capacity and stability. If discharge velocities exceed allowable velocities for the receiving stream, an outlet protection struc- ture will be required (Table 8.05d, pg. 8.05.9). Sample Problem 8.05a illustrates the design of a grass -lined chatmel. Longer , i: Less than 21, MEMO__ smog log -.SOME l Vito a 10 .8 IA 2 4 6 8 !O 20 VR, Product of Velocity and hydraulic Radius Figure 8.05e iM9 nntng's n retaitecl to velocity, hydraulic radius, and vegetal retardance. Sso�v: From Sample Problem 8.05a multiply Vp x t-tydralulic Radius (4.50.54=2.4311 , then enter tiw productof VR and exfl--nd a straight una up to Rstardance class 'TY, next project a straight line to the left b determine a trial manning's n. Rev. l?a93 8.05.7 l,I IIII1I11IIIlI16J. 6 02-27-20®7 09722736 009 a Robinson :'j as, runswiok Z NC Register of Dead& page 1 of 7 Robert J. Robinson Register of Deeds 02-27-2007 00:22:30.0:0 Brunswick County, NC NC REVENUE STAMP: 51840.00 (N43461) PREPARED MT. MICHAEL SA17WIELD FLETCHIiR, RAY & SATIWi ,JL""•LD, LLP ATTORNEYS AT LAW TAX PARCEL ID NO.. 243NB0Qf' RSA f rJ TOTAL -' 3'% REV ` o'q ^TC :M RECISTATE OF NORTH CAROLINA CCASH __�r_ CK I- —' I CK CASH-R EF.�— It Y *4 MOO COUNTY OIL BRUNSWICK WARRANTY DEED THIS DF:CD, made this day a eblvary;�i�,1d between Connie Frances Dennis, unmarried, Harriet I. Thompson, unmarried, John Williams and wife, Frances 41..0 Williams, DWE I, LLC, a North Carolina limited liability company, and DWE 1I, a North Carolina limited liability company, 9rtors, and Waterboro dillagc Management, LLC, a 5 .M.Y North Carolina limited liability eSpinpankq GrariAid; tt e,,I ailing address is: 5511 Capital Center Drive, Suite 105, Raleigh,'' 27606. The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required ti by context. W1TN .RSETH• That the Grantors for a valuable consideration paid by the Grantee, the receipt of which is hereby acicnowkxiged, have and by these presents do give, grant, bargain, sell and convey unto the �3n. 4..t. �� • G2g{ru1 :w01 �s�ln;xSiSc:-f�' �'•:'' �stlrw ��'tt~: MAR 0 2 2010 -2857 .12 27 "0 22;30.UM PJ�5RR i- -or' Brunsul Loftty, WC Register of Deeds page 2 of 7 Grantee in fee simple, all that certain lot or parcel of land -situated in Brunswick County, State of North Carolina, and more particularly described as follows: ,2 See Exhibit "All attached hera� and incorporated herein by reference. 4" TO HAVE AND TO 11 YR41 the said '.1, - land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. And the Grantors covenant with the Grantee, that Grantors are seized of the premises in fee simple, live the right to convey the samed-A fee simple, that title is marketable and free and clear of all encumbrances, and that GM11toy"W W.W"' ill pslid tti1-.xtt}�ggainst the lawful claims of all ,maypersons whomsoever except for the exceptions her6hafter stated. Title to the property hereinabove described is subject to the following exceptions: 2007 ad valorem propel.41"es -lid f Applicable restrictionf.' casemenift pf All local, county,Rate and federillk%y ,s and regulations relative to the zoning, occupancy, subdivision, usage, construction and development of the described property. [Sign4lure Pages Follow) 4A AX T2.- 27 - =1 22; 30 - 000 J. bj or' Brunswic Mc Register of De*4& page 3 of 7 IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals, the day and year first above written. (SEAL) CO PRANCES DENNIS lm 1 ,..n e.A. (SEAL) HARRIET I. "OM ScV, —JOIZ— (SEAL,) PWIVILLIAMS (SEAL) FLANCES WILLIAMS Six N11 ry X ag:22:30-000 11 i RobLnsIll-L 'cf7gliIIIIIIII RmpnsnswNC RaqLrter of Deedr, page 4 DWELL LLC BY. anison, Manager DWE 11, LLC By: (SEAL) Dr. DeCarol Williamson, Manager Al 4 .0, a° II �iI � I �11 I11I IIlIII IIIII 87�56i P�kk �ro�-a� ti9 .. arunswieb•y, C Register of �eadS page S of 7 ,.. ..,ky "f. STATE OF NORTH CAROIJNA COUNTY OF _ U ,A&LLk, 1, P..� • GK f , a N,gry Public ofthe aforesaid County and State, ,,._ do hereby certify that Connie Fr fe"e' s Didennts g g !�dm l,,y ,a - eared before me this day and acknowledged the due execution.he fore instrument." =-�-!,Q, - Witness my hand and notarial seal, thi�titday of fi7rq",,,._ 2007. My commission expires: _ 01 t At 1 01,_ hk &- ANNNE S. DECKER Notary Public (AFFIX SISAL) .;:tom NotaryPublio STATE OF NORTH CAROLIN' COUNTY OF _� ILK. I, 5 . Dr-C COY , a Notary Public of the aforesaid County and State, do hereby certify that Harriet I. Th apsou personally appeared before me this day and acknowledged the duo execution of th foregoing iths,.1 rutnent. Witness my hand and notarial seal, iiW day of 12007. My commission expires:_AAA I.i =ANNES.DECKER Notary public (AFFIX SEAL) Public County, NC Expires 97 STATE OF A'ORTII CAROLINA¢� ''•'.;i�r,; COUNTY OF l��in1a)}( {'9f 1, _ nP— S • (KPH , a Notary Public of the aforesaid County and Stale, do hereby certify that John Williams and wife, Frances Williams, personally appeared before the this day and acknowledged the due execution of the foregoing instrument. .4 CIL Witness my hand and notarial,-- al, this U��ap of kb __,_ , 2007. My commission expires: _�F, . H+�"ta ,__, '• 't �• t,L�!(._.w Notaryl'ublic (AFFIX SEAL) E:Ze O7 •r f MAR D 2 zolo S-5 �I_��f I II tl11 i lll� �z5sidp�5 .. �{3®eoo P. of Brunswick j44-* ; g STATE OF NORTH CAROLINA COUNTY OF A7 44 _ , Q0C-• 1�r . RAo 3 , a Notary Public of the aforesaid County and State, do hereby certify that Dr. DeCarol WgI arnson, Mann r ? .1� I, LLC, a North Carolina limited liability company, personally appoed beforeijp^this day and" .10ftledged the due execution of the foregoing instrument. Witness my hand and notarial seal, (his �Zj_ My commission expires: 7 boa` lt G . �l�j�•'a ^A. ;s day �t,,� 2007. otary Public gA IF' jS ' d,,;r `sr ., N39 STATE OF NORTH CAROLINA <,r COUNTY OF I, &LdFle. o . Ir 7�y� '57 , a Notary Public of the aforesaid County and State, do hereby eerti fy that Dr. DeCarol Williamson, Manager of DWE II, LLC, a North Carolina limited liability company, personally appeared before me this day and acknowledged the due execution of the foregoing instnunent. Witness my hand and notaria'seal, this My commission expires: /I;1�_—J�— NotaryPublic r,{� <t�iliel 1rl(d' ��;`r+55�� � +st Wit•• 02-2 09-.22:30-WO RoblnsiT, 7 RegiSter of Dead% page 7 �%jnsmjck li ��1omn EXHIBIT A il CS I a a Being all of that tract of lanq.,0onsisting of 48.87 acres ±, as shown o plat entitled, "Survey for Atiantigtoast 17eve]41) %pqC' reparod by Bobby M. Long & Associates, Surveyors;, aq OctobeO, 2006," pW§'0qTp ,g u n ary 30, 2007, and recorded in Map Book 3C%�age 463, B& T ick County Mstry. . ;It A. icmuc: S 1,600 �•..:' IIIII��� E . J.I. t!I i l 11 ill li III 92896 9 0-4tlsr'07 o :8x•07.000 Brunsw d p C Register pf DeWs s 'k'ix,t s u page t of 3 da M. CFemaona Register of Deeds 03-F3-2009 12:52:07.000 Brunswick County, NC NC REVENUE STAMP: $16ee.00 (A162359) ''° PfOB lat Ck $ PitlanCt) -- t7 POSi1Wl60i dM.u:� nr.t a�+•�i.'" Ups 3.r, s1 rAAdIbO ' (]01)OC6j1(OOn18nK •,ns'sw+•+'•^ttyOtiAla� iaB6WnBAtMtat t:a:.raxw •......�dOr00(I�d' .{"'. (Foritaprding Tax Parcel Identifier No.: 24AB03405 Brief Description for the Index: Lot 38, Ocean Isle Estates Prepared by: Steven 1. Reinhard, Esq., 1009 Slater Road, Suite 400, Durham, NC 27703 After record'sng, return to: Steven 1. Reinhak Esq., 1009 Slater Road, Suite 400, Durham, NC 27703 NORTH CAROI9'INA GCNEI3••Ak,..WARRANTY DEED This Deed is made and djAvered as o its the I1th day'( %tvlarch, 2009, by and between WILLiAM A. ENGLISH, JIi, ("Grantor"), wh&.1s unmarried; and WATERBORO VILLAGE MANAGEMENT, LLC, a North Carolina limited liability company ( "Grantee"), with a mailing address of c/o Stephen H. Clark, 1125 Holt Road, Apex, North Carolina 27523. ror valuable consideration paid by the Grantee to the Grantor, the receipt and sufficiency of which is hereby acknowledged, the Grant%$-- as and by these presents does hereby grant, bargain, sell and convey unto the Grantee in fee situple aiilblute all of that certain lot or parcel of land, together with all buildings and other improvements th jr 6n (colleetiv9f3ifijt'%',''A mises") located in Brunswick County, North Carolina and more particular* ;scribe&u.;,c ibit A aith8ltt J�ur to. The property conveyed hereby was acquired trantor by deed recorded in Book 357, Page 460, Brunswick County Registry. TO HAVE AND TO BOLD the Premises and all privileges and appurtenances thereto belonging to the Grantee in fee simple absolute. Lkod to watcrboro Village Menagamuu, LLC +~iEeuRr4-r0: SM=M MODAI UATNI TA400, 40 0 (5 off►o,544-Mod EICEIVIED MAR .0 2 2010 11I Q � lkI� 82896 P99y 12:s7_ .e 72:G2:ar.00a kY,,,�NC Regisfor of Daads' Claomons r;:? :•; �b:g., Page 2 or 3 And the Grantor covenants with Ilse Grantee that Grantor is seized of the Premises in fee simple absolute, has the right to convey the stun in fee simple absolute, that title is marketable and free and clear of all encumbrances, and that the Grantor will warrant and defend the title against the lawful claims of all persons whomsoever except for the following exceptions to title: ad valorem taxes for the curivi""year; restrictions contained in dcfe. recorded in I . Z Page 460, Brunswick County Registry; matters shown on platprded in . Cabinetla13t,•:(1, Brunswick County Registry; rights of others in and• "that rtion ' `!' g po Ile Property desigitat'dd as swamp/ma7shland; and title to that portion of the Property lyin "below the mean high water mark of the Atlantic Intracoastal Waterway. The designation of the Grantor and the Grantee as used in this Deed Ancludes the parties expressly named herein, their heirs, successors, and assigns and shall include the singular, plural, masculine, feminine or neuter as requited by context. IN WITNESS 't7Hi REOT., Fite Grantor has% tA� js Deed under seal, as of the day and year first above written,r .tom — _ "� William A. English, Jr. 4� STATE OF y r , COUNTY Oe __t • ":sv.=., • �`�;: ,,:y.. F I certify that the following person(s) personally appeared before me this day, and each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein: William A. English, Jr. Witness my hand and official vamp or seal, th 'AFT>.` day of March, 2009. ,'. My Commission Expires:t7t No, Public JOSE&VAt4M ' Name: 6 J�rn- [notary seal} NOTARY PUBLICSTAMOFNEW G - �/�z ____,NotaryPublio OUIIN R _ . CAnSS1ON 0NpXPIRES O:d Deed towatobwo Village Manapmnent, l•I C Paget III I I I I I Ill I I Il Bias pss ,l °me�s�m� a� ti`' ^'•u�,• Courf , iVC Register runsusw ck ai Oaeds page 3 of 3 EXH1111'I' A BEGINNING at an iron pipe in the cast ri kt-of--way line of Waterway Drive, this beginning point being located the following courses and distan s as rn►easured from a point• in the center line of N.C. State HighwayEl904, where it would be into"cted by the ceSX '►a of County Road IEi 159, thence from this Pontin nt in the center• line of State Ro #904 Sdtt 62° 45' 1 f ?et to a point, thence South 82° 20 West 476.21 feet to a point, tice South 89 West 295.48 feef fo a point, thence Soutin 89e 09, West 1343.77 feet to a point, thence South 00159' East 2015.00 feet to an iron pipe, thence South 850 56' East 625.29 feet to an iron pipe, thence North 95e 23' East 572.58 feet to an iron pipe, thence North 040 37' West 80 feet to tine point of BEGINNING; thence from this beginning point South 040 37' East 80 feet to an iron pipe; thence South 010 43' West 149.63 feet to an iron pipe at the highwater (nark of the Intracoastal Waterway; thence South 72e 48' East 149.70 feet to an iron pipe; thence; thence North OP 26' East 287.57 feet to an iron pipe in th n of Little Field Slough; thence South 950 23' West 152.16 feet to the point of BEGINNING, and b'-'all of Lot�lpg►ber 38 as shown on that m of an addition to Ocean Isle Estates as surveyed by Jarrt 'Dale Dece`iitt!11 •. A9--7L!recorded in MaCabinet H at Page 306. 4i3.. �: �a Air, r'l�jl'ar=^V�;'i'y1:• A li;a 10 Waterbm Village Manar,omont, LIZ Pogo 3 D Ate .� K; •`•G'iti.M —......,.w..... -- .. ... .....:,.ter �`�b„t, L•t:�`L. North Carolina Secretary of State Page 1 of i well. A:. ,. North Carolina Elaine E Marshall DEPARTMENTOF THE ,.. Secrelary SECRETARYOFSTATE ., . n(; iSoa Zgudi: �i.�m}. 1d1: J.t1le�r,i2 t919:ir. yCJl>: CORPOItATIONS ,.orporations Home Search By Corlwate Name earth for New F Dissolved Seardi By Regr':lemd Agent Imlwrlant Notice Resale of Tickets Online orporations FAQ lomeowners' ASSodatk:il PAQ tobacco Manufacturers Unincorporated Non•ftfils DiSSOlution Retorts Non•ProM Repasts Jerify Ceru."je ion nfine Annual Reports LINKS & LCGISLATION Itse- sec Annual Reports SOS1D Number Coryedion 2001 aii Summaries 1999 Senate Bdis Annual Reports 1997 Corporations 1997 Professional Corporations NCSOS AuthoriLy to D.SSalve egister for F.-Procurement pt. of ttevenuo ONLINe ORDERS tan An Order 8w Payment Procedures I CONTACT us ' �J ^orporatlons 1)ivrsioat J TOOLS ��11 ecelary of State Same ecfetary of State site 14ap ' nnLable Page Date: 311./2010 Click here to: View Docum m Fgings I Sign Up for E-No,1111" torts I "DPOM sipret9opulsied Anetuat Report Fort I Annual Report Count I File an Annual Report I Corporation Names Name Name Typo NO Waterboro Village Management, I [ C Legal Limited Liability Company information SOSTo: 008S024 stahm. Current -Active Date Forted: 12rM2008 Citlaenew: Domestic State of Inc.: NC Duration: Perpetual Registered Agent Agent Nara: Clark. Stephen H. Registered Office Address: 1009 Slater Road, Suite 400 Durham NC 27M Registeted Willing Address: 1009 Slater Reed, Sulto 400 Durham NC 27703 P"rincipd Office Address: 1009 Slater Road, Suite 400 Durham NC 27703 Principal (dsuing Address: 1009 Slater Road. Suite 400 Durham NC 27703 M'A 0 �" 2010 httlr//www.seerL%tary.state.nc.us/corporations/Cori).aspx?Pitenild=8117623 3/1/2010 E-Filed Annual Report -1-0-8117623 �a r LIMITED LIABILITY COMPANY For year 2010 ANNUAL REPORT Do not data enter manually. NAME OF LHVIITED LIABILITY COMPANY: Waterboro Village Management, LLC STATE OF INCORPORATION: NC SECRETARY OF STATE L.L.C. ID NUMBER: 0888624 NATURE OF BUSINESS: Land Development REGISTERED AGENT: Clark, Stephen H. REGISTERED OFFICE MAILING ADDRESS: 1009 Slater Road, Suite 400 Durham, NC 27703 REGISTERED OFFICE STREET ADDRESS: 1009 Slater Road, Suite 400 Durham, NC 27703 Durham County PRINCIPAL OFFICE TELEPHONE NUMBER: (919) 433-2973 PRINCIPAL OFFICE MAILING ADDRESS: PRINCIPAL OFFICE STREET ADDRESS: MANAGERS/WWERS/ORGANIZERS: Name: Stephen H Clark Title: Manager Address: 5511 Capital Center Drive Raleigh, NC 27606 1009 Slater Road, Suite 400 Durham, NC 27703 1009 Slater Road, Suite 400 Durham, NC 27703 CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LMITED LIABILITY COMPANIES Stephen H Clark FORM MUST BE SIGNED BY A MANAGERIMEMBER Stephen H Clark 02/01/2010 DATE Manager TYPE OR PRINT NAME TYPE OR PRINT TITLE ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State o Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525 Nelson, Christine From: Finch, Brandon [Finch@ecoengr.com] Sent: Monday, March 01, 2010 11:28 AM To: Russell, Janet; Nelson, Christine Cc: Kevin Dail Subject: Waterway Cove - SW8 070544MOD Attachments: image001.gif, image002.jpg Janet / Christine, I hope all is well and hope you had a nice weekend. I want to follow up with you both on what to expect as far as submittals you will be receiving in your office tomorrow. ■ State SWM Permit Application - The owner is in Florida this week. We are sending the application via pdf to him today and he will be submitting directly to you via FED-X, which you should receive tomorrow (Janet ... I have asked that the information be sent directly to you). ■ Signed / Sealed Drainage Area Map — I am sending 2 copies of these directly from our office to you (again I am sending these to you Janet). If you have any questions, or need anything else, please feel free to give me a call. Thank you, Brandon R. Finch, PE Senior Project Manager Office: 919-287-4262 Cell: 919-210-2912 Add to address book EcoEngineering A division /f`I'lic Jolvi R. McAc4ms L'olnlun%, Inw. P.O. Box 14005, Research Triangle Park, NC 27709 Design Services Focused On Client Success Please consider the environment before you print this e-mail. THE JOHN R. McADAMS COMPANY, INC. February 15, 2010 Ms. Linda Lewis Environmental Engineer North Carolina Division of Water Quality Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405 RE: Waterway Cove State Storrnwater Management Permit -- Revision #1 Permit No. SW8 070544MOD WVM-08000 Dear Ms. Lewis: The purpose of this letter is to help clarify the proposed changes at Waterway Cove, with the hope it will help to aid in further review. The following changes (which we have previously corresponded via email) are proposed as part of this submittal: Re -location of Infiltration Basin #1 — This revision consists of shifting the previously permitted infiltration basin to the northeast, but within close proximity to the prior location. As discussed, additional soil borings are not needed as part of this submittal. ■ Construction of a Temporary Sales Trailer -- This revision deals Research Triangle Park, NO with Condition #10 of the current permit (dated September 8, 2009) Puza 011;ce Box I IM-5 and the our request to install a temporary sales trailer, along with "" ''"" Titan( le iW. associated parking area, sidewalks, and access road. Per Condition ;""' `'rendim Park # 10 the entire stormwater system shall be constructed and operational 29r15 il.r�tliP.n P�rkcexy � y p M11111iM. Willi Carolina 22. 77i3 - prior to the construction of any built upon area. It is our intent to build errs-733-:ss,ar, the temporary sales trailer area prior to completion of construction of the permitted stormwater system. Therefore, we are requesting a �19 -'rot ii('9'dk "temporary, law -density" phase for the sales trailer area. charlolte, NO There has also been a minor change to the approved plan set to correct an 6701 Corn iil Raid invert error. While there are changes associated with other aspects of the plan 1iaiie 205 set that have been made since the DWQ approval (i.e. water / sewer changes, Chariallr:. tdosli3 tn'ao' na P.WPO pump station changes, etc.), the following is the minor change made to the is 9 733 >G4r stormwater management system: YOi-57.1-20G3 r �tx ■ Sheet DR-2 — The invert elevations previously shown for the emergency drain system were incorrect (previously listed as 12.4 and Wilmington, NO 12.0) and would not allow the pond to drain. These have been edited to 3904 Oleander :hive 9.4 and 9.0. strife 7.00 910•799-231E 1 910.799-8171 Fax FED i 5 2010 Design Services Focused On Client Success JBYe n ..Sf l f i Ce Q / 9 .�ynA THE JOHN' R. McADAMS COMPANY, INC. Ms. Linda Lewis WVM-08000 February 15, 2010 Page 2 In support of this request, the following items are included within this submittal package: Annotated State Stormwater Management Permit — The current permit has been annotated to show the required changes associated with the relocation of Infiltration. Basin 41. There were also a few minor, "house -keeping" edits (e.g. breakdown of the approved drainage areas) that were annotated such that the new permit would match the approved calculations. Please note no changes to the permitted impervious area or drainage area are proposed as part of this submittal. ■ Annotated infiltration Basin Supplement - The approved infiltration basin supplement has been annotated to show the required changes associated with the relocation of infiltration Basin # 1. Revised Calculation Book (dated January 25, 2010) Revised Plan Set (2 sets total) — The overall plan set showing the changes associated with the infiltration basin has been included, along with a layout / grading plan for the temporary sales trailer area. Updated Pump Design Calculations for Infiltration Basin #1 DWQ review fee of $4,000 for a permit modification Hopefully the above letter and enclosed information helps to aid in further review of this project. If you should you have any questions or need any additional information, please feel free to contact me at (919)-361 -5000. Sincerely, THE JOHN R. McADAMS COMPANY, INC. ; � r&-o / X0 .0 pi! � Brandon R. Finch, PE Sr. Project Manager 0q os 44 d ror uUNIK USe ONLY Reviewer. G t1i �F North Carolina Department of Environment and subnwt: 2 -26 Natural Resources NCDENR Request for Express Permit Review Tft 0.- 0--9+ Confirm: C—O v NC d FILL-IN all the information below and CHECK the Pennit(s) you are requesting for express review. FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative. site Plan (PDF Nle) and vicinity map (same Items expected in the application Package of the project location. Please Include this form in the application package. • Asheville Region Alison Davidson 828-296-4698;alison.davidsonl)kcmall.net • Fayetteville or Raleigh Region -David Lee 919-7914203, david1ee0ncmailnet • Mooresville & -Patrick Grogan 704-663-3772 or Patrickgrogan(Ongmafl-not • Washington Region -Lyn Hardison 252-946.9215 or 1yn.hard1sonWcma11.net • Wilmington Region -Janet Russell 910-350-2004 orkneLrusseMnemall net NOTE: Project application received after 12 noon will be stamped in the following work day. Enter jtelated SW 10 - 1 2 : o� Permits of request ,, 11 SW 8070544 k1 Pr 6'1 SW SW SW SW Project Name: WATERWAY COVE County: BRUNSWICK Applicant: STEVE CLARK Company: WATERBORO VILLAGE MANAGEMENT Address: 1009 SLATER ROAD -SUITE 400 City: Up RHAM. State: NC Zip: 2703-_ Phone: M-4aL3-2M, Fax: ` _ Email: STEVE.CLARK@SHAREDACCESS.COM Physical Location:SW CORNER OF THE INTERSECTION OF NC 1791904 AND SR 1232 Project Drains into SA waters — Water classification HQWW (for classification see-hgR:iih2o.enr.state.nc.us/bims/reporMspREIIWB.htmi Project Located in LUMBER River Basin. Is project draining to class ORW waters? _N , within''Y2 mile and draining to class SA waters Y or within 1 mile and draining to class HQW waters? Y Engineer/Consultant: BRANDON R. FINCH Company: THE JOHN R. MCADAMS COMPANY, INC Address: 2905 MERIDIAN PARKWAY City: DURHAM, State: NC Zip: 27713 Phone: 919-361-5000, Fax: 919-361-2269, Email: finch M-ecoengr.com Z 1 0 -2 -CAI — C c1101� GC. 1 SECTION ONE: RRQ! ESTING A SLOPING MEETLI�Y ONLI. ❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: SECTION TWO: CHECKONLY jS)_YGii ARE REQUESTING FOR EXPRESS PERMITTING ❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Piease attach TOPO map marking the areas in questions ❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Certification ❑ Isolated Wetland (___linear ft or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater [•] General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)] ❑ High Density -Detention Pond _, # Treatment Systems ® High Density -Infiltration 2 #Treatment Systems ❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands # Treatment Systems ElHigh Density -Other — # Treatment Systems / ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#) ❑ Coastal Management EEx avft & Fill Bid es gg�� C Iverts ggt uct r s In rmation ® Up�an evelopment ®Mara 6eve�opment ®Uranateont ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with — acres to be disturbed.(CK # (for DENR use)) SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT for both scoring and express meetinc request Wetlands on Site ® Yes ❑ No Wetlands Delineation has been completed: ® Yes ❑ No US ACOE Approval of Delineation completed: ® Yes ❑ No Received from US ACOE ® Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s) Isolated wetland on Property ® Yes ❑ No 404 Application in Process w/ US ACOE: ® Yes ❑ No Permit .+?:k:;::}••i.•.'<:Y [ or hE''tiR uc unit::::`.."'' af Fee Split for multiple permits: Check # Total Fee Amount 8 SUBMITTAL DATES I Fee SUBMITTAL DATES Fee CAMP 1 $ Variance (❑ Maj; Min) $ SW (❑ HD, ❑ LD, ❑ Gen) $ 1401. $ LQS $ I Stream Deter,_ $ Nr.nFNR FXPRFS3C Marrh 9nnA FEB 1 5 2010 y`,p,� BY: E