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HomeMy WebLinkAboutSW8030525_CURRENT PERMIT_20030915STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. I SW�Oja� DOC TYPE CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYWMMDD O� WA'Q Michael F. Easley, Governor Q William G. Ross Jr., Secretary �0 L North Carolina Department of Environment and Natural Resources Alan W. Klimek. P.E.,Director .� Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality September 15, 2003 Mr. Richard Blacher Smith Creek Storage Facility, LLC 5633 Market Street Wilmington, NC 28405 Subject: Permit No. SW8 030525 Smith Creek Boat Storage High Density Stormwater Project New Hanover County Dear Mr. Blacher: The Wilmington Regional Office received a complete Stormwater Management Permit Application for Smith Creek Boat Storage on September 8, 2003. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 030525 dated September 15, 2003, for the construction of Smith Creek Boat Storage. This permit shall be effective from the date of issuance until September 15, 2013, 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 Laurie Munn, or me at (910) 395-3900. Sincerely, r Rick Shiver Water Quality Regional Supervisor RSS/:Ism S:1WQSISTORMWATIPERMIT1030525.sept03 cc: Charles Cazier New Hanover County Building Inspections Beth E. Wetherill, New Hanover County Engineering Laurie Munn Wilmington Regional Office Central Files N. C. Division of Water Quality 127 Cardinal Drive Extension (910) 395-3900 Customer Service *A Wilmington Regional Office Wilmington, NC 28405 (910) 350-2004 Fax 1 800 623-7748 RC—bEhR State Stormv�rater Management Sysiems Permit No. SWS 030525 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 Smith Creek Storage Facility, LLC Smith Creek Boat Storage New Hanover County FOR THE construction, operation and maintenance of a wet detention pond 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 September 15, 2013, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 72,100 square feet of impervious area. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans. 4. All stormwater collection and treatment systems must be located in either 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. 5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. A permit modification must be submitted and approved prior to the construction of additional built -upon area from outside of the approved drainage area. 2 State Stormwater Management Systems Pernit No. SW8 030525 DIVISION OF WATER QUALITY PROJECT DESIGN DATA SHEET Project Name: Smith Creek Boat Storage Permit Number: SW8 030525 Location: New Hanover County Applicant: Mr. Richard Blacher Mailing Address: Smith Creek Storage Facility, LLC 5633 Market Street Wilmington, NC 28405 Application Date: September 8, 2003 Receiving Stream/River Basin: Smith Creek 1 Cape Fear Stream Index Number: CPF 23 18-74-63 Classification of Water Body: "C Sw" Drainage Area, acres: 3.00 Onsite, sq. ft.: 130,680 Offsite, sq. ft.: none, per engineer Total Impervious Surfaces, sq. ft.: 72,100 Pond Depth, feet: 6.5 TSS removal efficiency: 90% (no filter is required) Permanent Pool Elevation, FMSL: 24.0 Permitted Surface Area, sq. ft.: 7,130@Permanent Pool Permitted Storage Volume, cubic ft.: 6,894 Temporary Storage Elevation, FMSL: 24.9 Controlling Orifice: 1.25 (drawdown in 2-5 days) Permitted Forebay Volume, cubic ft.: 4,872 3 State Stormwater Management Systems Permit No. S WS 030525 11. SCHEDULE OF COMPLIANCE 1. The stonmwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions 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 slopes and the vegetated filter. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and piping. g. Access to the outlet structure must be available at all times. 4. 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. 5. Decorative spray fountains will not be allowed in the stormwater treatment system. 6. The facilities shall be constructed as shown on the approved plans. 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. 7. 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. A modification may be required for those deviations. 8. 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. 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 any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, or 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. 4 State Stormwater Management Systems Permit No. SW8 030525 10. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction. If the proposed BUA exceeds the amount permitted under this permit, a modification to the permit must be submitted and approved prior to construction. 11. 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. 12. At least 30 days prior to the sale or lease of any portion of the property, the permittec shall notify DWQ and provide the name, mailing address and phone number of the purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale or lease of any portion of the property. 13. The permittee must maintain compliance with the proposed built -upon area and ensure that the runoff from all the built -upon is directed into the permitted system. 14. 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. 15. The permittee must maintain the current permitted drainage area. No additional runoff from outside of the permitted drainage area boundary may enter the permitted stormwater facilities without first applying for and receiving a permit modification. III. GENERAL CONDITIONS 1. This permit is not transferable except after notice to and approval by the Director. In the event of a change of owership, or a name change, the permittee must submit a formal permit transfer request to the Division of Water Quality, accompanied by a completed name/ownership change form, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request. 2. 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. 3. 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. 4. 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. 5. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility. 6. The permit may be modified, revolted 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. State Stormwater Management Systdms r Permit No. SWS 030525 7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. S. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 9. The permittee shall notify the Division any name, ownership or mailing address changes within 30 days. ' Permit issued this the 15th day of September, 2003. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission v State Stormxvater Management Systems Pen -nit No. SW8 030525 Smith Creek Boat Storage Stonnwater Permit No. SW8 030525 New Hanover County Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodicallylweekly/full time) the construction of the project, (Prof ect) 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 is included in the Certification. Noted deviations from approved plans and specification: Signature Registration Number Date SEAL 7 State Stormwater Management Sysiems Permit No. SWS 030525 U Certification Requirements: 1. 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. The outlet/bypass structure elevations are per the approved plan. 5. The outlet structure is located' er the approved plans. 6. Trash rack is provided on the outlet/bypass structure. 7. All slopes are grassed with permanent vegetation. Vegetated slopes are no steeper than 3:1. 9. The inlets are located per the approved plans and do not cause short-circuiting of the system. The permitted amounts of surface area and/or (volume have been provided. 1. Required drawdown devices are correctly sized per the approved plans. _. 12. All required design depths are provided. 13. All required parts of the system are provided, such as a vegetated shelf, and a 16rebay. The overall dimensions of the system, as shown on the approved plans, are provided. cc: N1CDENR-DWQ Regional Office New Hanover County Building Inspections ,. OFFICE USE.ONLY;• DaK Received Fee Paid Permit Number .2-7s Io3v�as State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may he photocopiedfor use as an original 1. GENERAL INFORMATION 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): Smith Creek Storage Facility, LLC 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): Richard Blacher, Member Manager 3. Mailing Address for person listed in item 2 above: 5633 Market Street City: Wilmington State: Telephone Number: 910-524-4700 NC Zip: 28405 4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): Smith Creek Boat Storage 5. Location of Project (street address): Service Road (SR 2650) City: —Wilmington - County: New Hanover 6. Directions to project (from nearest major intersection): From the intersection of US Hwy 17 and Hwy 74, travel 1 block northeast, turn left on Service Road. Site is on right on Service Road, 7. Latitude: N 340 00' 00" Longitude: W 770 00' 00" of project 8. Contact person who can answer questions about the project: Name: Charles Cazier Telephone Number: 910-763-5100 11. PERMIT INFORMATION: 1. Specify whether project is (check one): X New Renewal Modification Form SWU-101 Version 3.99 Page i of 5 5 m 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list The existing permit number and its issue date (if known) 3. Specify the type of project (check one): Low Density X High Density Redevelop General Permit Other 4. Additional Project Requirements (check applicable blanks): CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stornmvater Information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748. M. PROJECT INFORMATION 1. [n the space provided below, summarize stow stormwater will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for the project. wet detention 2. Stormwater runoff from this project drains to the Cape hear River basin. 3. Total Project Area: 3.0 acres 4. Project Buiit Upon Area: 55.2 %. 5. Flow many drainage basins does the project have? 1 6. Complete the following information for each drainage area. If there are more than two drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. E3asin Information ,:: Drainage Basin .I " Dra n age Basin 2', .. E Receiving Stream Name Smith Creek Receiving Stream Class C-SW Drainage Basin Area 3.0 ac Existing Impervious * Area - Proposed Impervious * Area 1.66 ac % Impervious* Area (total) 55.2% Impervious * Surface Area Drainage Basin 1 Drainage Basin 2 On -site Buildings 28,700 sf On -site Streets On -site Parking 43,400 sf On -site Sidewalks Other on -site Off -site Total: E=72.,100 sf E= * hvervious area is defined as the built upon area inclucling, but not limited to, buildings, roa(ls, parking areas sidewalks, gravel areas, etc. Form SWU-101 Version 3.99 Page 2 of How was the off -site impervious area listed above derived? NA IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment. �. The following covenants are intended to ensure ongoing compliance with stale stormwater management permit number as issued by the Division of Water Quality These covenants may not be changed or deleted ivithout the consent of the State. 2. No more than square feel of any lot shall be covered by structures of impervious materials. Impervious materials include asphalt, gravel concrete, brick, stone, slate or similar inaterial but do not include wood decking or the water surface of s wimming pools. 3. Swales shall not be filled in, piped or altered except cis necessary to provide driveway cross itigs. 4. Built -upon area in c'rcess of the permitted amount requires a stale storinwater ianagement permit modification prior to construction. 5. rill periitted runof`from outparcels or fulure development shall be directed into the pertnilted storniwater control system. These cotinections to the •slorniwater control syvlern shall be perfornned in a nicinner that maintain,~ the integrityand performance of the system as permitted. By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable items required above, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale ofany lot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stonnwater and General Permits Unit at (910) 733-5083 for the status and availability of these forms. Form SWU-102 Wet Detention Basin Supplement Form SWU-103 Infiltration Basin Supplement Form SWU-104 Low Density Supplement Form SWU-105 Curb Outlet System Supplement Form SWU-106 Off -Site System Supplement Form SWU-107 Underground Infiltration "french Supplement Form SWU-108 Neuse River Basin Supplement Form SWU-109 Innovative Best Management Practice Supplement Form SWU-101 Version 3.99 Page 3 of 4 VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Regional Office. I . Please indicate that you have provided the following required information by initialing in the space provided next to each item. Applicant's Initials • Original and one copy of the Stormwater Management Permit Application Form • One copy of the applicable Supplement Form(s) for each BMP s�L • Permit application processing fee of $420 (payable to NCDENR) [Z L • Detailed narrative description of stormwater treatinentlmanagement a • Two copies of plans and specifications, including: - Development/Project name - Engineer and firm - Legend - North arrow Scale - Revision number and date Mean high water line Dimensioned property/project boundary - Location map with named streets or NCSR numbers Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures Wetlands delineated, or a note on plans that none exist Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations Drainage areas delineated Vegetated buffers (where required) VII. AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information oil your behalf, please complete this section. Designated agent (individual or firm): _ Tripp Engineerin , P.C. Mailing Address: 41.9_Chestnut Street City: Wilmington State: NC Zip: 28401 Phone: (910) 763-5100 Fax: (910) 763-5631 Vlll. APPLICANT'S CERTIFICATION I, (print or type name of person listed in General Information, item 2) Richard Blacher certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 21-1 .13 / Signature: Date: l" orm S W U- l 01 Version 3.99 Page 4 of 4 Permit No. (to be provided by DPVQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This form may be photocopied for use as an original DWQ Stormwater Management Plan Review: A complete stormwater management plan submittal includes a wet detention basin supplement for each basin, design calculations, plans and specifications showing all basin and outlet structure details, and a signed and notarized operation and maintenance agreement. I. PROJECT INFORMATION (please complete the following information): Project Name: Smith Creek Boat .Stora re Contact Person: Charles Cazier Phone Number: (910) 763-5100 For projects with multiple basins, specify which basin this worlcsheet applies to: 1 elevations Basin Bottom Elevation 17.50 ft. Permanent Pool Elevation 24.00 ft. Temporary Pool Elevation 24.9 ft. (floor of the basin) (elevation of the orifice) (elevation of the discharge structure overflow) area.v Permanent Pool Surface Area 7,130 sq.ft. (water surface area tit the orifice elevation) Drainage Area 3.0 ac. (on -site and off -site drainage to the basin) Impervious Area 1.66 ac. (on -site and off -site drainage to the basin) volumes Permanent Pool Volume 24,466 cu.ft. (combined volume of main basin and forebav) Temporary Pool Volume 6 894 cu.ft. (volume detained above the permanent pool) Forebay Volume 4,872 cu.ft. (approximately 20% of total volume) Other parameters SAIDA1 2.72 (surface area to drainage area ratio from DWQ table) Diameter of Orifice 1.25 in. (2 to 5 day temporary pool draw -down required) Design Rainfall 1.0 in. Design TSS Removal _ 90 % (minimum 85% required) Fonii SWU-IO2 Rev 3.99 Page I of 4 Footnotes: 1. When using the Division SA/DA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non- standard table entries. 2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide 90% TSS removal. The NCDENR I3MP manual provides design tables for both 85% TSS removal and 90% TSS removal. II. REQUIRED ITEMS CHECKLIST The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has not been met, attach justification. Applicants initials r-CC. a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet). (--'-2L, b. The forebay volume is approximately equal to 20% of the total basin volume. COL� c. The temporary pool controls runoff from the design storm event. C�&— d. The temporary pool draws down in 2 to 5 days. CSC- e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow rr''�� calculations). l��— f. The basin length to width ratio is greater than 3:1. J)C:_ g. The basin side slopes above the permanent pool are no steeper than 3:1. (I�Z- h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail). c a i. Vegetative cover above the permanent pool elevation is specified. C_Cr j. A trash rack or similar device is provided for both the overflow and orifice. k. A recorded drainage easement is provided for each basin including access to nearest right- of-way. I. If the basin is used for sediment and erosion control during construction, clean out of the D basin is specified to be performed prior to use as a wet detention basin UL m. A mechanism is specified which will drain the basin for maintenance or an emergency. 111. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet. This system (check one) ❑ does X does not incorporate pretreatment other than a forebay. Farm SWU-102 Rev 3.99 Page 2 of 4 Maintenance activities shall be performed as follows: After every significant runoff producing rainfall event and at least monthly: a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation, vegetated cover, and general condition. b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5 days as designed. 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover to maintain a maximum height of six inches, and remove trash as needed. 3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper functioning. 4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to-75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a wet detention basin or stream, etc.). The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads 4.875 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed. Sediment R moval El. 21.75 7 Bottom evation _21.0_ 2, FOREBAY BASIN DIAGRAM (fill in the blanks) Permanent Pool Elevation 24.0 -- - Sediment Removal Elevation -- 19_125- 75% Bottom Elevation MAIN POND 5 125 5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants shall be encouraged to grow along the vegetated shelf and forebay berm. 6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain shall be minimized to the maximum extent possible. Form SWU-102 Rev 3.99 Page 3 of 4 7. All components of the wet detention basin system shall be maintained in good working order. I acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance procedures listed above. .I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Print name: Richard Blacher Title: Member Manager Address: 5633 Market Street, Wilmington, NC 28405 Phone Signal Date: Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. I, Della C. 13aird , a Notary Public for the State of North Carolina , County of Pender , do hereby certify that Richard Blacher personally appeared before me this^ day of March , _2003_, and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, SEAL My commission expires October 15, 2006 Dorm S W U- l 02 Rev 3.99 Page 4 of 4