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HomeMy WebLinkAboutSW7111105_CURRENT PERMIT_20150925STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW :�///��/,S� DOC TYPE CURRENT PERMIT li ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD North Carolina Department of Environmental Quality Pat McCrory Don Van der Vaart Governor Secretary September 25, 2015 Mr. Eric T. Weatherly, PE, County Engineer County of Currituck 153 Courthouse Road, Suite 302 Currituck, NC 27929 Subject: Stormwater Permit No. SW7111105 Modification#2 Currituck Community Park & Regional Aviation and Technical Training Center Overall Low Density Commercial Development with Areas of High Density Currituck County Dear Mr. Weatherly: The Washington Regional Office received a complete Stormwater Management Permit Modification Application for the Currituck Community Park and Regional Aviation and Technical Training Center on August 27, 2015. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 21-1.1000. We are forwarding Permit No. SW7111105MOD#2 dated September 25, 2015, for the continued construction of the subject project. By issuance of this permit, permit SW7111105MOD which was issued on August 22, 2012 is hereby rescinded. This permit shall be effective from the date of issuance until November 29, 2021, 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 me at (252) 946-6481. Sincerely, Samir Dumpor, PE Environmental Engineer Division of Energy, Mineral, and Land Resources . Land Quality Section Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 • Phone: 252-946-6481/ FAX: 252-975-3716 Internet: http://portal.ncdenr.org/web/Ir/land-quality An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper PHM/ sd: G;\LR\SWP\SD\Permits-Hybrid LD & HD\SW7111105MOD#2 cc: Kevin Westra, PE, Alfred Benesch & Company �urrituck County Planning Division ✓Washington Regional Office STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT OVERALL LOW DENSITY COMMERCIAL DEVELOPMENT WITH AREAS OF HIGH DENSITY 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 County of Currituck Currituck Community Park and Regional Aviation and Technical Training Center. off NC Hwy 158, between Airport Rd. & Aviation Parkway, Barco, Currituck County FOR THE construction, operation and maintenance of an overall low density commercial development with a wet detention pond as the treatment system for Drainage Area No.2 and two constructed wetland systems for Drainage Areas No.4 & No.5, all in compliance with the provisions of Session Law 2008-211 and 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 Energy, Mineral, and Land Resources and considered a part of this permit. This permit shall be effective from the date of issuance until November 29, 2021, 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. The built -upon area percentage for this 84.41 acre project is currently approved for 14.5% and must be maintained at 24% or lower per the requirements of . Session Law 2008-211 and 15A NCAC 2H .1000. This project is permitted for a maximum of 531,401 square feet of built upon area consisting of 237,267 square feet for the Low Density areas of the project and 294,134 square feet for the three High Density areas within this project. 3. The stormwater systems proposed to treat the runoff generated by the designated high density areas have been approved for the management of stormwater runoff as described in Section 1.7 & 1.8 on page 3 of this permit. Page 2 of 9 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 high density portion of the permitted drainage area of this project must be directed into the permitted stormwater control system. Within the low density portions of the permitted project, the only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and as shown on the approved plans. The built -upon area for the future development is limited to 50,000 square feet within the low density drainage area #1 and 110,000 square feet within the high density drainage area #2 as set within the approved plans and application. Plans for any future built -upon area not currently shown on the approved plans must be submitted and approved by the Division prior to the start of construction. 3. The built -upon areas associated with this project shall be located at least 50 feet landward of all perennial and intermittent surface waters. 91 The following design criteria have been provided in the wet detention pond and must be maintained at design condition: D A N 2 C. d. e. f. 9. h. all 19 Drainage Area, acres: Total Impervious Surfaces, ft2: Design Storm, inches: Pond Depth, feet: TSS removal efficiency: Permanent Pool Elevation, FMSL: Permanent Pool Surface Area, ft2: Permitted Storage Volume, ft3: Temporary Storage Elevation, FMSL: Predevelopment 1 year 24 hour: Post development 1 year 24 hour: Controlling Orifice: Permitted Forebay Volume, ft3: Fountain Horsepower, HP Receiving Stream/River Basin: Stream Index Number: Classification of Water Body: ramage rea o. 6.53 ac (284,655st) 143,555 1.50 7.50 (4.0'average) 90% 7.00 12,800 23,921 (at temporary pool elev) 8.50 1 A5 cfs 0.12 cfs w/control 2.50"0 pipe 7,752 1/6 Hp UT to North River / Pasquotank 30-2 "SC" I The following design criteria have been provided and must be maintained at design condition: a. b. C. d. e. f. 9: k. I. m Drainage Area, ft2: Total Impervious Surfaces, ft2: Design Storm, inches: Permanent Pool (PP)Elevation, FMSL: Shallow Water (PP) Surface Area, ft2: Temporary Pool (TP) Elevation, FMSL: Shallow Land (TP) Surface Area, ft2: Deep Pool (incl Forebay) Surface Area, Required Storage Volume, ft2: 'Permitted Storage Volume, ft3: Controlling Orifice: Receiving Stream/River Basin: 'Stream Index Number: Classification of Water Body: in the two constructed wetlands DA #4 DA#5 64,033 243,724 44,867 105,712 1.50 1.50 5.50 6.00 2,383 5,700 6.75 6.92 2,399 5,520 ft2: 1,241 2,892 5,433 10,559 5,433 13,829 .1.50"0 2.00"0 pipe UT to North River / Pasquotank 30-2 "SC" Page 3 of 9 i II. SCHEDULE OF COMPLIANCE 1. The stormwater 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 time 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 re -vegetation of slopes and the vegetated filter strip. 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, level spreader, filter strip, catch basins and piping. g. Access to the outlet structure must be available at all times. 4. Records of maintenance activities must be kept for each permitted BMP. The records will indicate the date, activity, name of person performing the work and what actions were taken. Access to the stormwater facilities shall be maintained via appropriate easements at all times. Decorative spray fountains will be allowed only in the wet detention basin system, subject to the following criteria: a. The fountain must draw its water from less than 2' below the permanent pool surface. b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they draw water from the surface in the deepest part of the pond. c. The falling water from the fountain must be centered in the pond, away from the shoreline. d. The maximum horsepower for a fountain in this pond is 1/6 horsepower. 7. The facilities shall be constructed as shown on the approved plans. This permit shall become void unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 8. 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. 9. 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. Page 4 of 9 10. The permittee shall submit to the Director and shall have received approval for revisedjplans, 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, lease 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. 11. 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. 12. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans and receive approval prior to the start of construction. 13. A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times. 14. This permit shall become void unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 15. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR 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.) 16. Prior to the subdivision and/or sale of this project, in whole or in part, the followingideed restrictions must be recorded with the Office of the Register of Deeds: a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number SW7111105, as issued by the Division of Energy, Mineral, and Land Resources under NCAC 2H.1000. b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. C. These covenants are to run with the land and be binding on all persons and parties claiming under them. d. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina, Division of Energy, Mineral, and Land Resources. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division of Energy, Mineral, and Land Resources. Page 5 of 9 f. This project is permitted for a maximum of 531,401 square feet of built -upon area. Construction of additional built -upon area in excess of this amount will require a permit modification. g. This project may not be sold or subdivided, in whole or in part, without first receiving a permit modification from the Division. h. Construction of additional impervious areas such that low -density requirements are no longer met will require a permit modification prior to construction. An engineered system will be required to collect and treat the runoff from all built -upon area associated with the project, including that area permitted under the low density option. i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this development, except for average driveway crossings, is strictly prohibited by any persons. j. The built -upon areas shall be located a minimum of 50 feet landward of all perennial and intermittent surface waters. 17. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of recording the plat, and prior to selling lots. 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. III. GENERAL CONDITIONS This permit is not transferable except after notice to and approval by the Director. In the event of a change of ownership, or a name change, the permittee must submit a completed Name/Ownership Change form, to the Division of Energy, Mineral, and Land Resources, signed by both parties, and accompanied by supporting documentation as listed on page 2 of the form. The project must be in good standing with the Division. 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 permit conditions until such time as the Division approves the transfer request. 3. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Energy, Mineral, and Land Resources, in accordance with North Carolina General Statute 143- 215.6A to 143-215.6C. 4. 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) having jurisdiction. 5. 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. 6. 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. 7. The permit issued shall continue in force and effect until revoked or terminated. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and re -issuance or termination does not stay any permit condition. Page 6 of 9 8. 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. 9. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 10. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in Session Law 2008- 211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al. 11. The pemnittee shall notify the Division of any name, ownership or mailing address changes at least 30 days prior to making such changes. 12. This permit shall be effective from the date of issuance until November 29, 2021. Application for permit renewal shall be submitted 180 days prior to the expiration date of this permit and must be accompanied by the processing fee. Permit issued (this the 25th day of September, 2015. CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Division of Energy, Mineral, and Land Resources By Authority of the Environmental Management Commission Stormwater Permit No. SW7111105 Modification#2 Page 7 of 9 Cf Currituck Community Park & Regional Aviation & Technical Training Center Stormwater Permit No. SW7111105 Modification#2 Currituck County Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodically/ 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 is included in the Certification. Noted deviations from approved plans and specification: Signature Registration Number Date SEAL Page 8 of 9 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. 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, and a forebay. 15. The required system dimensions are provided per the approved plans. cc: NCDENR-DEMLR Washington Regional Office Currituck County Planning Division Page 9 of 9 DEMLR USE ONLY Date Received Fee Paid Permit Number S a SW 1j1 Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction (select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan ❑ Other WQ M mt Plan: S1,U State of North Carolina �' E I V E U Department of Environment and Natural Resources Division of Energy, Mineral and Land Resources AUG 2 1 2015 STORMWATER MANAGEMENT PERMIT APPLICATION FORM 77tis fonn may be photocopied for use as an original Ij 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.): Maple Park Expansion - Phase 2 (Currituck Community Park - Phase 2) 2. Location of Project (street address): Maple Parkway between College Way and Community Way City:Barco County:Currituck Zip:27917 3. Directions to project (from nearest major intersection): Travel west 2.0 miles form intersection of Caratoke Hwy and Shortcut Rd. Turn right (north) onto Aviation Pkwy. Then take the next left turn onto Maple Pkwy. Travel 0.3 miles along Maple Pkwy to the site driveway on the right (north) side of the road. 4. Latitude:36° 23' 29.8" N Longitude:760 0' 55.5" W of the main entrance to the project. II. PERMIT INFORMATION: 1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt tRenewals with modifications also requires SWU-102 - Renewal Application Form b.If this application is being submitted as the result of a modification to an existing permit, list the existing permit numberSW7111105 its issue date (if known)11-29-11 and the status of construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification 2. Specify the type of project (check one): ®Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other 3. If this application is being submitted as the result of a previously returned application or a letter from . DEMLR requesting a state stormwater management permit application, list the stormwater project number, if assigned, and the previous name of the project, if different than currently proposed, 4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): ❑LAMA Major ❑NPDES Industrial Stormwater ®Sedimentation/Erosion Control: 22 ac of Disturbed Area ❑404/401 Permit: Proposed Impacts b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number, issue date and the type of each permit: 5. Is the project located within 5 miles of a public airport? UNo NYe If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.orglweb/Ir/rules-and-regulations Form SWU-101 Version Oct. 31, 2013 Page I of � _ � :.k _. _ r i � .. I .� -. � � - �• 1, i II 1 .. I . .4 �• ,. i i I j III. CONTACT INFORMATION 1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee, designated government official, individual, etc. who owns the project): Applicant/Organization:Currituck County Signing Official & Title:Eric Weatherly, PF, County Engineer b.Contact information for person listed in item 1a above: Street Address:153 Courthouse Road, Suite 302 City:Currituck State:NC Zip:27929 Mailing Address (if applicable):153 Courthouse Road, Suite 302 City:Currituck State:NC Zip:27929 Phone: (252 ) 232-6035 Fax: (252 ) 232-3298 Email:eric.weatherly@currituckcoun!ync.org c. Please check the appropriate box. The applicant listed above is: ® The property owner (Skip to Contact Information, item 3a) ❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, 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 Signing Official & b.Contact information for person listed in item 2a above: Street Address: 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: Signing Official & Title: b.Contact information for person listed in item 3a above: Mailing Address: City: State: Phone: ( ) Fax: ( ) Email: 4. Local jurisdiction for building permits: Currituck.County Point of Contact:Donna Voliva Phone #: (252 ) 232-2055 Form SWU-101 Version Oct. 31, 2013 Page 2 of 6 � � � ,. � � �, ,. ". , . _ f .. �... � . ; ' . �. . i 1 �- 1 � _ � _ I � i _ � I _ � f j { .. .. i .. IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwater runoff will be treated. This project will contain a mix of high density and low density features. Stormwater runoff in low density areas will be collected via sheet flowand grassed lined swales. High density areas will be provided with treatment primes by stormwater wetlands. This permit modification applies only to Drainage Area 5 and constructed wetland #2 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: ❑ Valid Building Permit Issued Date: ❑ Other: Date: b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with: ❑ Coastal SW -1995 ❑ Ph It - Post Construction 3. Stormwater runoff from this project drains to the North River basin. 4. Total Property Area: 94.41 acres 5. Total Coastal Wetlands Area: 0 acres 6. Total Surface Water Area: 0 acres 7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project Area*:94.41 acres Total project area shall be calculated to exclude the following: the normal pool of imyounded structures, the area between the banks of streants and rivers, the area below the Normal High Water (NHW) line or Mean High Water (MHI9 line, and coastal wetlands landward from the NHW (or MHM 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 tnay be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =14.5 +/- % 9. How many drainage areas does the project have?3 (For high density, count I for each proposed engineered stornwater BMP. For low density and other projects, use 1 for the whole property area) 10. Complete the following information for each drainage area identified in Project Information item 9. If there are more than four drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area 4 Drainage Area 5 Drainage Area _ Receiving Stream Name North River North River North River Stream Class * SC SC SC Stream Index Number * 30-2 30-2 30-2 Total Drainage Area (sf) 2,391,886 , 64,033 243,724 On -site Drainage Area (so 2,391,886 64,033 243,724 Off -site Drainage Area (sf) Proposed Impervious Area** s 168,775 44,867 J 1 (05i IZ+w.4t % Impervious Area** total 7.06% 70.07% 4 2aF .37 Impervious- Surface Area Drainage Area 1 Drainage Area 4 Drainage Area 5 Drainage Area _ On -site Buildings/Lots (so 544 5,302 On -site Streets (si) 79,811 On -site Parking (so 20,038 36,047 74,295 On -site Sidewalks (so 18,926 8,276 17,615 Other on -site (so 6,500 Future (sf) 1 50,000 Off -site (so Existing BUA*** (so ° Total (so: 168,775 V 44,867 V 105,712 15-31Itof * Streant Class and Index Number can be determined at: http://portal.ncdenr.or )eb/wq(ps/csulclassifica6mis `* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. .kl 9--ph Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 , � ,, � ... { 4 .. _ _ ,. � 1 . � .„ � . ., _ �. _ -� �. _ _ r ., ._ - _ _ ,. _. a � _. ._ _ _ a �. __ -. -- �� . '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. Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A 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 from httl2://i)ortal.ncdenr.org/web/wq/ws/su/bmp-manual. VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application instruction sheet and BMP checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the interactive online map at hn://portal.ncdenr.org/web/wq/ws/su/maps.) Please indicate that the following required information have been provided by initialing in the space provided for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for each submitted application package from httR://portal.ncdenr.org/web/wq/`ws/"su/­statesw/forms dots. Is 1 1. Original and one copy of the Stormwater Management Permit Application Form. 2. Original and one ropy of the signed and notarized Deed Restrictions &Protective Covenants 1� Form. (if required as per Part VII below) e 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M Ckk agreement(s) for each BMP. 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to ham:/ /www.envhelp.org/pages/onestopexpress.html for information on the Express program and the associated fees. Contact the appropriate regional office Express Permit Coordinator for additional information and to schedule the required application meeting.) 5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor the project. This is required in addition to the brief summary provided in the Project Information, item 1. 6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2 mile radius on the map. 7. Sealed, signed and dated calculations (one copy). 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. • Delineate the vegetated buffer landward from the normal pool elevation of impounded structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. i. Dimensioned property/ project boundary with bearings & distances. j. Site Layout with all BUA identified and dimensioned. k. Existing contours, proposed contours, spot elevations, finished floor elevations. 1. Details of roads, drainage features, collection systems, and stormwater control measures. m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a qualified person. Provide documentation of qualifications and identify the person who made the determination on the plans. Form SWU-101 Version Oct. 31, 2013 Page 4 of 6 i ', � ,�. � , a - ,. .. .. . �, .{ •. :: � .. , . .,, .. , � � .. = , . _. t � � .. �, �i� I ,. , .. i ,. .. 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 im 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: Scliedule a site visit for DEMLR to verfij the SHWT prior to submittal, (910) 796-7378.) I A copy of the most current property deed. Deed book:1062 Page No: 356 For corporations and limited liability corporations (LLC): Provide documentation from the NC Secretary of State or other official documentation, which supports the titles and positions held by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 21-1.1003(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. http://www.secretaEy.state.nc.US/Co!porations/CSearch.aspx VIL 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 httl2:Hportal.ncdenr.org/web/ir/state-stormwater- forms dots. 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 ensurring that the deed restrictions are recorded. By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and protective covenants for this project, if required, shall include all the items required in the permit and listed on the forms available on the website, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot. VIII. CONSULTANT INFORMATION AND AUTHORIZATION Applicant. Complete this section if you wish to designate authority to another individual and/or firm (such as a consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as addressing requests for additional information). Consulting Engineer:Kevin 1 Westra, PE Consulting Firm: Alfred Benesch & Company Mailing Address:2320 West Morehead Street City:Charlotte State:NC Zip:28208 Phone: (704 ) 496-6297 Email:kwestra@benesch.com Fax: (704 ) 521-8955 IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this section) I, (print or type nante of person listed in Contact Infonnation, item 2a) , certify that I own the property identified in this permit application, and thus give permission to (print or hjpe name of person listed in Contact Information, item 1n) with (print or hjpe naine of organization listed in Contact Information, item la) to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittal, which indicates the party responsible for the operation and maintenance of the stormwater system. Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 i .. ,.. ;_ . , •; i .. ..., i .�, �. '. � ., � �, .. �. i � ,, , .. � ,. , i .. , I As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated agent (entity listed in'Contact Information, item 1) dissolves their company and/or cancels or defaults on their lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement . action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6. do hereby certify Date: a Notary Public for the State of , 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 X. APPLICANT'S CERTIFICATION I, (print or hjpe name of person listed in Contact Information, item ]a) Eric T. Weatlzerhh PE, County Engineer certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of the applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements. Signature. (�"L D Dlatle: �- r-- ( S- I, h e I�IQw4n rl �I 4-�9n a Notary Public r th State oLfj I�DYi \d—L)(6l i -"- ounty of t i y �!_�` personally appeared LI.YVL 0- L do he eb certi that VCL° I I ersonall a eared before me this (Day of (L UI and a k owledge the due x do of the application for a stormwater permit. Witness hand and official seat.%% Leeann Walton SEAL _ - Currituck County, NC= Notary Public My commie0 ioglexpir 1 Form SWU-101 Version Oct. 31, 2013 Page 6 of 6 I �. � � .. r r .' � � .. NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM WETLAND SUPPLEMENT This form must be filled out, printed and submitted. The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information. Project name Contact name Phone number Date Drainage area number Site Characteristics Drainage area Impervious area Percent impervious Design rainfall depth Peak Flow Calculations 1-yr, 24-hr rainfall depth 1-yr, 24-hr intensity Pre -development 1-yr, 24-hr runoff Post -development 1-yr, 24-hr runoff Pre/Post 1-yr, 24-hr peak control Maple Park Expansion Kevin J Westra, PE 704496-6297 5 21, 2015 243,724.00 ft2 105,712.00 flz ? 43.4% % 1.50 inch 3.06 in 0.13 Whir 0.36 ft3/sec 4.96 ft3/sec 4.60 ft3/sec Storage Volume: Non -SA Waters Minimum required volume 13,325.00 ft3 Volume provided (temporary pool volume) 13,829.00 ft3 OK Storage Volume: SA Waters Parameters 1.5" runoff volume ft3 Pre -development 1-yr, 24-hr runoff volume ft3 Post -development 1-yr, 24-hr runoff volume ft3 Minimum volume required h3 Volume provided ft3 Outlet Design Depth of temporary pool/ponding depth (DP,ard) 12.00 in OK Drawdown time 2.73 days OK Diameterof orifice 2.00in OK Coefficient of discharge (Co) used in orifice diameter calculation 0.62 (unitless) Driving head (Ho) used in the orifice diameter calculation 0.36 It OK O Rn EECEMED AUG 272015 ` VARRR.0 Form SW401-Wettand-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3 Surface Areas of Wetland Zones Surface Area of Entire Wetland 14,103.00 ft2 OK Shallow Land 5,520.00 ft2 OK The shallow land percentage is: I 39% % Shallow Water 5,700.00 ft2 OK The shallow water percentage is: 40% % Deep Pool Forebay portion of deep pool (pretreatment) 1,554.00 ft2 OK The forebay surface area percentage is: 11% % Non-forebay portion of deep pool 1,338.00 ft2 OK The non-forebay deep pool surface area percentage is: 9% % Total of wetland zone areas 114,112.00 ft2 Enter data into the shaded cells in this section. Add or subtract the following area from the zones 9.00 ft2 Topographic Zone Elevations Temporary Pool Elevation (TPE) Shallow Land (top) I amsl 6y2 Permanent Pool Elevation (PPE) __J,�ft Shallow Water/Deep Pool (top) 6.00 ft amsl Shallow Water bottom I 5.50 ft amsl Most shallow point of deep pool's bottom 6.00 ft amsl Deepest point of deep pool's bottom 3.00 ft amsl Design must meet one of the following two options: This design meets Option #1, , Y (Y or N) Top of PPE is within 6" of SHWT, If yes: SHWT (Seasonally High Water Table) 6.00 ft amsl OK This design meets Option 42, (Y or N) Wetland has liner with permeability <0.01 inlhr, If yes: Depth of topsoil above impermeable liner in Topographic Zone Depths Temporary Pool Shallow Land 0.00 in Permanent Pool Shallow Water 6.00 in OK Deep Pool (shallowest) 0.00 in Deep Pool (deepest) 36.00 in OK Planting Plan Are cattails included in the planting plan? N (Y or N) OK Number of Plants recommended in Shallow Water Area: Herbaceous (Ccubic-inch containers 1,450 Number of Plants recommended in Shallow Land Area: Herbaceous (4'cubic-inch container), OR 1,400 Shrubs (1 gallon or larger), OR 1 224 Trees (3 gallon or larger) and Herbaceous (4+cubic-inch) 28 and 1,120 Number of Plants provided in Shallow Water Area: Herbaceous (4'cubic-inch container) 2,678 OK Number of Plants provided in Shallow Land Area: Herbaceous (4'cubic-inch container) 2,000 OK Shrubs (1 gallon or larger) 16 More required if not planting herb. and/or trees. Trees (3 gallon or larger) and 0 More required if not planting herb. and/or shrubs. Grass -like Herbaceous (4+cubic-inch) Form SW401-Wetland-Rev.6-11116/09 Parts I and 11. Project Design Summary, Page 2 of 3 r Additional Information Can the design volume be contained? Y (Y or N) OK Does project drain to SA waters? If yes, N (Y or N) Excess volume must pass through filter. What is the length of the vegetated filter? ft Are calculations for supporting the design volume provided in the Y (Y or N) OK application? Is BMP sized to handle all runoff from ultimate build -out? Y (Y or N) OK Is the BMP located in a recorded drainage easement with a Y (Y or N) OK recorded access easement to a public Right of Way (ROW)? The length to width ratio is: 1.79 :1 OK Approximate wetland length 215.00 ft Approximate wetland width 120.00 ft Approximate surface area using length and width provided 25,800.00 ft2 This approx. surface area is within this number of square feet of the entire wetland surface area reported above: Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3 State of North Carolina Department of Environment and Natural Resources '� Division of Water Quality I `C F IV E D STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE s y� I. CURRENT PERMIT INFORMATION D�VV®n , �ViAR® 1. Stormwater Management Permit Number: SW7111105 2. Project Name: Maple Community Campus & Regional Aviation and Technical Training Center 3. Current Permit Holder's Company Name/Organization: County of Currtituck 4. Signing Official's Name: Eric T. Weatherly, PE Title: County Engineer 5. Mailing Address: 153 Courthouse Road, Suite 302 City: Currituck State: NC Zip: 27929 6. Phone: 252 232-6035 Fax: ( 252 ) 232-3298 RECEIVED II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION This request is for: (please check all that apply) J U N 17 2013 ❑ Name change of the owner (Please complete Items 1, 2 and 3 below)D,AI^�, TARO ❑ Name change of project (Please complete Item 5 below) V V Q,( �/V ❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below) ❑ Mailing address / phone number change. (Please complete Item 4 below) ❑ Other (please explain): 1. Proposed permittee's company name/organization: 2. Proposed permittee's signing official's name: 3. Proposed permittee's title: 4. Mailing City: Phone: ( ) State: Zip: Fax: 5. New Project Name to be placed on permit: Currituck Community Park & Regional Aviation & Technical Training center Please check the appropriate box. The proposed permittee listed above is: ❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a recorded easement for all areas that contain stormwater system features. Print name of HOA or POA in #t above and provide name of HOA/POA's authorized representative in #2 above) ❑ The property owner ❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on page 4) '❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be granted upon receipt of a copy of the recorded deed) ❑ Developer (Complete Property Owner Information on page 4) SSW N/O Change Rev24Sept2012 Page 1 of 4 iOPAW-0 WO III. REQUIRED ITEMS A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all of the applicable required items listed below are included with the submittal. Failure to provide the listed items may result in processing delays or denial of the transfer. 1. This completed and signed form. This certification must be completed and signed by both the current permit holder and the new applicant if this is a change of ownership. 2. Legal documentation of the property transfer to a new owner. 3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit. 4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from each DWQ Regional office), if required by the permit and if not already submitted to DWQ. 5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability company, or other corporate entity, provide documentation showing the authority of the named representative to act on behalf of the proposed permittee. 6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing fee is not required. Subsequent ownership transfers will require the $40.00 processing fee. IV. CURRENT PERMITTEE'S CERTIFICATION Please check one of the following statements and fill out the certification below that statement: [4heckk here if the current permittee is only changing his/her/its name, the project name, or mailing address, but will retain the permit. I, the current permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing address and/or I am changing the name of the permitted project. I further attest that this application for a name/ownership change is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed or if all required supporting information and attachments listed above are not included, this application package will be returned as incomplete. ❑ Check here if current permittee is transferring the property to a new owner and will not retain ownership of the permit. I, , the current permittee, am submitting this application for a transfer of ownership for permit # . I hereby notify DWQ of the sale or other legal transfer of the stormwater system associated with this permit. I have provided a copy of the most recent permit, the designer's certification for each BMP, any recorded deed restrictions, covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved operation and maintenance agreement, past maintenance records, and the most recent DWQ stormwater inspection report to the proposed permittee named in Sections II and V of this form. I further attest that this application for a name/ownership change is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed or if all required supporting information and attachments listed above are not included, this application package will be returned as incomplete. I assign all rights and obligations as permittee to the proposed permittee named in Sections II and V of this form. I understand that this transfer of ownership cannot be approved by the DWQ unless and until the facility is in compliance with the permit. Signature: Date: 6--io-13 a Notary Public for the State of „/!n � 4Pn � a.ro f i n � County of ,at d�do hereby certify that /-r-7 c- %- Wo u ffies/y personally appeared before me this the fh day of 20 /3 , and acknowledge the due execution of the forgoing instrument. yVitr>ess my hand and official seal, Nota Si nature NOTARY PUBLIC CAMDEN COUNTY NORTH CAROLINA nmisslon Expires 6/27/2014 SSW N/O Change Rev24Sept2012 Page 2 of 4 .. i �__.___ '^_F - ' Y^AG' :�I�F�II�;' fl0,1'U:' i 11�.I�1`�'h: ti I�iTR�I,' V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the Proposed Permittee for all transfers of ownership) I, , hereby notify the DWQ that I have acquired through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted stormwater management system, and, if applicable, constructing the permitted system. I acknowledge and attest that I have received a copy of: (check all that apply to this permit) Bthe most recent permit the designer's certification for each BMP ❑ any recorded deed restrictions, covenants, or easements ❑ the DWQ approved plans and/or approved as -built plans ❑ the approved operation and maintenance agreement epast maintenance records from the previous permittee (where required) DWQ stormwater inspection report showing compliance within 90 days prior to this transfer I have reviewed the permit, approved plans and other documents listed above, and I will comply with the terms and conditions of the permit and approved plans. i acknowledge and agree that I will operate and maintain the system pursuant to the requirements listed in the permit and in the operation and maintenance agreement. I further attest that this application for a name/ownership change is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed or if all required supporting information and attachments listed above are not included, this application package will be returned as incomplete. Signature: County of Date: a Notary Public for the State of do hereby certify that personally appeared before me this the day of , 20 , and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, (Notary Seal) Notary Signature Additional copies of the original permit and the approved Operation and Maintenance agreement can be obtained from the appropriate Regional Office of the Division of Water Quality. This completed form, including all supporting documents and processing fee (if required), should be sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural Resources, Division of Water Quality, as shown on the attached map. Please note that if the Proposed Permittee listed above is not the property owner, the property owner must complete and sign page 4 of this document. Both the lessee / developer and the property owner will appear on the permit as permittees. SSW N/O Change Rev24Sept2012 Page 3 of 4 i VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION If the Proposed Permittee listed in Sections It and V of this form is not the Property Owner, the Property Owner must provide his/her Contact Information below and sign this form: Printed Name: Organization: _ Title within the Organization: Street Address: City: Mailing Address: City: Phone: Email: State: (if different from street address) State: Fax: Zip: Zip: I certify that I own the property identified in this permit transfer document and have given permission to the Proposed Permittee listed in Sections 11 and V to develop and/or, lease the property. A copy of the lease agreement or other contract, which indicates the party responsible for the construction and/or operation and maintenance of the stormwater system, has been provided with the submittal. As the legal property owner I acknowledge, understand, and agree by my signature below, that I will appear as a permittee along with the lessee/developer and I will therefore share responsibility for compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a developer, lessee or purchaser for the property. I understand that failure to operate and maintain the stormwater treatment facility in accordance with the permit is a violation of NC General Statute (NCGS) 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 of the property owner Date: a Notary Public for the State of County of ; do hereby certify that personally appeared before me this the day of , 20, and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, Notary Signature (Notary Seal) SSW N/O Change Rev24Sep12012 Page 4 of 4 It/ RECEIVE.Do� WArFA ®G o� 09 NCDENR JUN - 6 2012 0� STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM ®��_` A / /� �o WETLAND SUPPLEMENT vV/ This form must be filled out, printed and submitted. The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information. Project name Contact name Phone number Date Drainage area number Mark N. Breen 704496-6297 4, 2012 II., DESIGN INFORMATION Site Characteristics Drainage area 64,033.00 ft2 Impervious area 44,867.00 ft2 'il"N ��3C� Percent impervious 70.1% % `�• tom` ....... �� ,I 0 j Design rainfall depth % 1.50 inch Z t O Peak Flow Calculations 1-yr, 24-hr rainfall depth 1-yr, 24-hr intensity Pre -development 1-yr, 24-hr runoff Post -development 1-yr, 24-hr runoff Pre/Post 1-yr, 24-hr peak control Storage Volume: Non -SA Waters Minimum required volume Volume provided (temporary pool volume) Storage Volume: SA Waters Parameters 1.5" runoff volume Pre -development 1-yr, 24-hr runoff volume Post -development 1-yr, 24-hr runoff volume Minimum volume required Volume provided Outlet Design Depth of temporary pool/ponding depth (DPI,,,) Drawdown time Diameter of orifice Coefficient of discharge (Co) used in orifice diameter calculation Driving head (Ho) used in the orifice diameter calculation 3.06 in / SEAL 0.13 0.24 n/hr ft3/sec2. 026926 / z -, GINS. ''''�9, 71 W/sec .....O't� ````• 2. ff3/sec S� /?aJL 5,443.00 ft3 Design volume may be insufficient. Provide calculations 5,443.00 ft3 showing that it is greater than or equal to the Simple Method volume. ft3 ft3 ft3 ft3 ft3 9.96 in OK 2.05 days OK 1.50 in OK 0.62 (unitless) 0.25 ft Provide calculations to support this driving head. Form SW401-Wetland-Rev.6-11116/09 Parts I and II. Project Design Summary, Page 1 of 6 i • � r . ���,. �.' 'i . t :nry t i I- �. Surface Areas of Wetland Zones Surface Area of Entire Wetland 6,023.00 ftz Insufficient wetland surface area. Shallow Land 2,399.00 ft2 OK The shallow land percentage is: 40% % Shallow Water 2,383.00 fl OK The shallow water percentage is: 40% % Deep Pool Forebay portion of deep pool (pretreatment) 618.00 fl OK The forebay surface area percentage is: 10% % Non-forebay portion of deep pool 623.00 ft2 OK The non-forebay deep pool surface area percentage is: 10% % Total of wetland zone areas 6,023.00 ft2 OK Add or subtract the following area from the zones 0.00 ft2 Topographic Zone Elevations Temporary Pool Elevation p PIa+�S (TPE) bl7� Shallow Land (top) .5:56 amsl Azlj Permanent Pool Elevation (PPE) V 1 Shallow Water/Deep Pool (top) 5.50 ft amsl l Shallow Water bottom 5.00 ft amsl Most shallow point of deep pool's bottom 5.50 It amsl Deepest point of deep pool's bottom 3.00 ft amsl Design must meet one of the following two options: This design meets Option #1, Y (Y or N) Top of PPE is within 6" of SHWT, If yes: SHWT (Seasonally High Water Table) 5.50 ft amsl OK This design meets Option #2, (Y or N) Welland has liner with permeability < 0.01 in/hr, If yes: Depth of topsoil above impermeable liner in Topographic Zone Depths Temporary Pool Shallow Land 0.00 in Permanent Pool Shallow Water 6.00 in OK Deep Pool (shallowest) 0.00 in Deep Pool (deepest) 30.00 in OK Planting Plan Are cattails included in the planting plan? N (Y or N) OK Number of Plants recommended in Shallow Water Area: Herbaceous (Ccubic-inch container) 600 Number of Plants recommended in Shallow Land Area: Herbaceous (4'cubic-inch container), OR 600 Shrubs (1 gallon or larger), OR 96 Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch) 12 and 480 Number of Plants provided in Shallow Water Area: Herbaceous(4'cubic-inch container) 1,328 OK Number of Plants provided in Shallow Land Area: Herbaceous(4'cubic-inch container) 1,157 OK Shrubs (1 gallon or larger) 20 More required if not planting herb. and/or trees. Trees (3 gallon or larger) and 0 More required if not planting herb, and/or shrubs. Grass -like Herbaceous (4+ cubic -inch) ■\ Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 2 of a Additional Information Can the design volume be contained? Does project drain to SA waters? If yes, What is the length of the vegetated filter? Are calculations for supporting the design volume provided in the application? Is BMP sized to handle all runoff from ultimate build -out? Is the BMP located in a recorded drainage easement with a recorded access easement to a public Right of Way (ROW)? The length to width ratio is: Approximate wetland length Approximate wetland width Approximate surface area using length and width provided Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK N (Y or N) Excess volume must pass through filter. na It Y (Y or N) OK Y (Y or N) OK Y (Y or N) OK 1.55:1 OK 119.00 It 77.00 It 9,163.00 ft' This approx. surface area is within this number of square feet of the entire wetland surface area reported above: Y (Y or N) OK Form SW401-Wetland-Rev.6-11/16/09 Parts I and If. Project Design Summary, Page 3 of 6 RECEIVE® Permit Number: (to be provided by DWQ) J U N - 6 2012 _-#1 l g� Drainage Area Number: µl Stormwater vAD,WQPWA Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important maintenance procedures: — Immediately following construction of the stormwater wetland, bi-weekly inspections will be conducted and wetland plants will be watered bi-weekly until vegetation becomes established (commonly six weeks). — No portion of the stormwater wetland will be fertilized after the first initial fertilization that is required to establish the wetland plants. — Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wetland. — Once a year, a dam safety expert should inspect the embankment. After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potentialproblem: How I will remediate theproblem: Entire BMP Trash/debris is present. Remove the trash/debris. Perimeter of wetland Areas of bare soil and/or erosive Regrade the soil if necessary to remove the gullies have formed. gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. Vegetation is too short or too long. Maintain vegetation at an appropriate height. Inlet device: pipe or The pipe is clogged (if applicable). Unclog the pipe. Dispose of the sediment Swale offsite. The pipe is cracked or otherwise Replace the pipe. if applicable). -damaged Erosion is occurring in the swale (if Regrade the swale if necessary to smooth applicable). it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. Form SW401-Wetland O&M-Rev.4 Page 1 of 3 a 0 Permit (to be provided by DWQ) BMP element: Potentialproblem: How I will remediate theproblem: Forebay Sediment has accumulated in the Search for the source of the sediment and forebay to a depth that inhibits the remedy the problem if possible. Remove forebay from functioning well. the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Weeds are present. Remove the weeds, preferably by hand. If a pesticide is used, wipe it on the plants rather than spraying. Deep pool, shallow water Algal growth covers over 50% of the Consult a professional to remove and and shallow land areas pool and shallow water areas. control the algal growth. -deep Cattails, phragmites or other invasive Remove invasives by physical removal or plants cover 50% of the deep pool and by wiping them with pesticide (do not shallow water areas. spray) - consult a professional. Shallow land remains flooded more Unclog the outlet device immediately. than 5 days after a storm event. Plants are dead, diseased or dying. Determine the source of the problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if necessary. Best professional practices show that Prune according to best professional pruning is needed to maintain optimal practices. health. -plant Sediment has accumulated and Search for the source of the sediment and reduced the depth to 75% of the remedy the problem if possible. Remove original design depth of the deep the sediment and dispose of it in a location pools. where it will not cause impacts to streams or the BMP. Embankment A tree has started to grow on the Consult a dam safety specialist to remove embankment. the tree. An annual inspection by appropriate Make all needed repairs. professional shows that the embankment needs repair. Evidence of muskrat or beaver activity Consult a professional to remove muskrats is present. or beavers. Micropool Sediment has accumulated and Search for the source of the sediment and reduced the depth to 75% of the remedy the problem if possible. Remove original design depth. the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off -site. The outlet device is damaged Repair or replace the outlet device. Receiving water Erosion or other signs of damage have Contact the NC Division of Water Quality occurred at the outlet. 401 Oversight Unit at 919-733-1786. Form SW401-Wetland O&M-Rev.4 Page 2 of 3 I 1. r i 1 I r I Permit Number: (to be provided by DWQ) I acknowledge and agree by my signature below that I am responsible for the performance of the 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. Project name:Maple Park Expansion BMP drainage area Print name:Eric T. Weatherly Title:County Engineer Address:153 Courthouse Road, Currituck NC 27929 Phone:252-232-6035 Signature: 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. 1, ev+ a Notary Public for the State of orj f� l "nrn (itnn , County of a^Jp-n do hereby certify that r LC- -T . 11J e a_�tln e v- personally appeared before me this ! '3f day of A•ytne. , go a. , and acknowledge the due execution of the forgoing stormwater wetland maintenance requirements. Witness my hand and official seal, - �m ary `Pvbltcl MARY S. GILBERT NOTARY PUBLIC CAMDEN COUNTY NORTH CAROLINA My Commisslon Expires 6/27/2014 SEAL My commission expires In 1.2,i I l-- Form SW401-Wetland O&M-Rev.4 Page 3 of 3 State Stormwater Management Systems Permit No. SW7111105 Maple Community Campus & Regional Aviation & Technical Training Center ,r Stormwater Permit No. SW7111105 Currituck County Designer's Certification I 'Sean C. Robey , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the project, Currituck Community Park and COA Regional Aviation and Technical Training Center (Project) for Currituck County (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: Registration Number Date J—//-13 /8s-sv SEAL o�.\N ICARO�if �%�� SEAL = 18550 0 ��k�1C. nviog��\\\\\\• MAR 1 3 2013 DV -V VAR0 Page 8 of 9 0 17 c State Stormwater Management Systems Permit No. SW7111105 1 Certification Requirements: X 1. The drainage area to the system contains approximately the permitted acreage. x 2. The drainage area to the system contains no more than the permitted amount of built -upon area. x 3. All the built -upon area associated with the project is graded such that the runoff drains to the system. x 4. All roof drains are located such that the runoff is directed into the system. X 5. The outlet/bypass structure elevations are per the approved plan. X 6. The outlet structure is located per the approved plans. x 7. Trash rack is provided on the outlet/bypass structure. x 8. All slopes are grassed with permanent vegetation. X 9, Vegetated slopes are no steeper than 3:1. X 10. The inlets are located per the approved plans and do not cause short- circuiting of the system. x 11. The permitted amounts of surface area and/or volume have been provided. x 12. Required drawdown devices are correctly sized per the approved plans. x 13. All required design depths are provided. x 14. All required parts of the system are provided, such as a vegetated shelf, and a forebay. x 15. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Washington Regional Office Currituck County Building Inspections Page 9 of 9 March 11, 2013 Mr. Scott Vinson Dept. of Environment and Natural Resources Land Quality Section 943 Washington Square Mail Washington, NC 27889 Subject: Engineer's Certification Currituck Community Park and Regional Aviation & Technical Training Center Permit No. SW 7111105 HR Project. #110110/110140 MAR 1 3 2013 Dear Mr. Vinson: 7" Enclosed please find the Designer's Certification and a Name/ Ownership Change Form for the above referenced project. The development name has changed from the preliminary name provided during permitting, Maple Community Campus, to Currituck Community Park. Please note that, due to the time of year, grass vegetation on the slopes is not yet well established; however the slopes have been seeded and mulched and vegetation is beginning to grow. If you have any questions, please do not hesitate to contact this office at (252) 335-1888. Sincerely, Hyman & Robey, PC �V�z � Ov�r- �( Kimberly D. Hamby U Engineering Project Manager cc: file Eric Weatherly P. O. Box 339 Camden, North Carolina 27921 (252) 338-2913 License C-0598 w .hymanrobey.com