Loading...
HomeMy WebLinkAboutSW8111006_CURRENT PERMIT_20220728STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 11 l0 0 6 DOC TYPE CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2o22 07 28 YYYYMMDD ROY COOPER Governor EIJZABETH S. BISER Secretary BRIAN WRENN Director July 28'h, 2022 Sequin Family Holdings, LLC Attn: Willard Sequin, Member / Owner 104 Caswell Beach Rd Caswell Beach, NC 28465 NORTH CAROLINA Environmental Quality Subject: Permit Renewal Post -Construction Stormwater Management Permit No. SW8 111006 Fastenal Company Building Brunswick County Dear Mr. Sequin: Effective August I, 2013 the Post -Construction Stormwater Management Program has been transferred from the Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR" ). All previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified. Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit. The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for the subject permit on July 28t°, 2022. The Division is hereby notifying you that permit SW8 111006 has been renewed, updated, and re -issued on July 28`s, 2022, as attached. Please be aware that the renewal and re -issuance of this stormwater permit does not imply that the site is currently in compliance. This permit shall be effective until November 4', 2029 and does not supersede any other agency permit that may be required. The project shall be subject to the conditions and limitations as specified therein. This permit does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this program to provide you with a better understanding of your obligations under this permit. Failure to comply with these requirements will result in future compliance problems. Please note that this permit is not transferable except after notice to and approval by the Division. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request all adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this permit, please contact Dylan McPeake in the Wilmington Regional Office, at (910) 796-7215 or dylan.mcpeake@ncdenr.gov. Sincerely, G� WA O,,Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: AttachmentC— PermittingHistory Renewal Application Documents DI:S/DM: \\\Stormwater\Permits & Projects\201 1\1 11006 HD\2022 07 permit 111006 cc: Wilmington Regional Office Stormwater File rfl�ftrn Q�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 910.796.7215 Post -Construction Stormwater Management Permit No. SW8 111006 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT HIGH DENSITY COMMERCIAL 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 Seguin Family Holdings, LLC Fastenal Company Building Wood Treatment Road, Leland, Brunswick County FOR THE construction, operation and maintenance of an infiltration basin in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter collectively and separately referred to as the "stormwater rules') and as outlined in the application, approved stormwater management plans, supplement, calculations, operation and maintenance agreement, recorded documents, specifications, and other supporting data (the "approved plans and specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be constructed, operated and maintained in accordance with these approved plans and specifications. The approved plans and specifications are incorporated by reference and are enforceable part of this permit. This permit shall be effective from the date of issuance until November 4", 2029 and shall be subject to the following specified conditions and limitations. The permit issued shall continue in force and effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or rescission; however, these actions do not stay any condition. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al. I. DESIGN STANDARDS This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.7 on page 2 of this permit. The stormwater control has been designed to handle the runoff from 15,623 square feet of impervious area. 3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on page 2 of this permit, and as shown on the 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. Page 1 of 5 Post -Construction Stormwater Management Permit No. SW8 111006 6. The project shall provide a 50' wide vegetated buffer adjacent surface waters, measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of both sides of streams and rivers, and the mean high-water line of tidal waters. 7. The following design criteria have been permitted for the infiltration basin and must be provided and maintained at design condition: a. Drainage Area, acres: 0.59 Onsite, ftz: 25,700 Offsite, ftz: N/A b. Total Impervious Surfaces, ftz: 15.623 Onsite, ftz: 15,623 Offsite, ftz: N/A C. Design Storm, inches: 1.5 d. Basin Depth, feet: 0.59 e. Bottom Elevation, FMSL: 63.15 f. Bottom Surface Area, ftz: 3,210 g. Bypass Weir Elevation, FMSL: 63.71 h. Permitted Storage Volume, ft3: 1,971 i. Predevelopment 1 yr 24 hr peak flow, cfs: 0.29 j. Post -development 1 yr 24 hr peak flow, cfs: 0.91 k. Type of Soil: leon fine sand I. Expected Infiltration Rate, in/hr: 5 M. Seasonal High Water Table, FMSL: 61.12 n. Time to Draw Down, hours: 24.6 o. Receiving Stream/River Basin: Ut to Sturgeon Creek / Lumber P. Stream Index Number: 18-77-1 q. Classification of Water Body: "C;Sw" It. 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 times provide the operation and maintenance necessary to assure the permitted stormwater system functions at the design condition. 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 bypass structure, infiltration media, flow spreader, catch basins, piping and vegetated filter. g: A clear access path to the bypass structure must be available at all times. 4. The facilities shall be constructed, operated and maintained in accordance with the provisions of this permit, the approved plans and specifications, and the supporting documents attached to this permit and on file with the Division. 5. 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. 6. Access to the stormwater facilities shall be maintained via appropriate easements at all times. Page 2 of 5 Post -Construction Stormwater Management Permit No. SW8 111006 Records of maintenance activities must be kept for each permitted BMP. The reports will indicate the date, activity, name of person performing the work and what actions were taken. 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. 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. 10. No person or entity, including the permittee, shall alter any component shown in the approved plans and specifications. Prior to the construction of any modification to the approved plans, the permittee shall submit to the Director, and shall have received approval for modified plans, specifications, and calculations including, but not limited to, those listed below. For changes to the project or SCM that impact the certifications, a new or updated certification(s), as applicable, will be required and a copy must be submitted to the appropriate DEQ regional office upon completion of the modification. a. Any modification to the approved plans and specifications, regardless of size including the SCM(s), BUA, details, etc. b. Redesign or addition to the approved amount of BUA or to the drainage area. C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or property area as reported in the approved plans and specifications. d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of the approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on the approved plan. e. The construction of any allocated future BUA. f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping material to be considered a permeable surface that were not included in the approved plans and specifications. g. Other modifications as determined by the Director. III. GENERAL CONDITIONS CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective actions. This includes actions required by this Division and the stormwater rules such as the construction of additional or replacement on -site stormwater systems. These additional or replacement measures shall receive a permit from the Division prior to construction. 2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the expiration date of this permit. The renewal request must include the appropriate application, documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3). 3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The permittee shall submit a completed Permit Information Update Application Form to the Division within 30 days to making any one of these changes. Page 3 of 5 Post -Construction Stormwater Management Permit No. SW8 111006 TRANSFER. This permit is not transferable to any person or entity except after notice to and approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance of common area to a third party constitutes an approved transfer of the permit. TRANSFER REQUEST. The transfer request must include the appropriate application, documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must be submitted within 90 days of the permit holder meeting one or more of the following: i. A natural person who is deceased; ii. A partnership, limited liability corporation, corporation, or any other business association that has been dissolved; iii. A person or entity who has been lawfully and finally divested of title to the property on which the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal proceeding. iv. A person or entity who has sold the property, in whole or in part, on which the permitted activity is occurring or will occur; V. The assignment of declarant rights to another individual or entity; vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of NCGS 143-214.7(c2), b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be conducted by Division personnel to ensure the permit conditions have been met and that the project and the on -site stormwater system complies with the permit conditions. Records of maintenance activities performed to date may be requested. Projects not in compliance with the permit will not be transferred until all permit and/or general statute conditions are met. 5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this permit until the Division approves the transfer request. a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans, application, supplement, operation and maintenance agreement, all applicable recorded documents, and specifications shall be maintained on file by the permittee at all times. b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21. d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual certification completed by either the permittee or their designee confirming the projects conformance with permit conditions e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of modified plans and certification in writing to the Director that the changes have been made. Page 4 of 5 Post -Construction Stormwater Management Permit No. SW8 111006 OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying with and obtaining any other permits or approvals that are required for this development to take place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local, State or Federal government agency having jurisdiction. Any activities undertaken at this site that cause a water quality violation or undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6. Permit renewed, updated, and reissued this the 28`" day of July, 2022. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION � Brian Wrenn, DirectOr Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 5 of 5 Attachment C - Permitting History Fastenal Company Building Permit No. SW8 111006 Approval Date Permit Action BIMS Version Description of the Changes 1 1 /4/201 1 Original Approval 1.0 7/28/2022 Renewal 2.0 Expires 11/4/2029 Permit Number:s�Y///nafO (Io be provided by DWQ) Drainage Area Number: Infiltration Basin Operation and Maintenance Agreement A/j-# /la20 1 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: — The drainage area will be carefully managed to reduce the sediment load to the infiltration basin. — Immediately after the infiltration basin is established, the vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). — No portion of the infiltration basin will be fertilized after the initial fertilization that is required to establish the vegetation. — The vegetation in and around the basin will be maintained at a height of approximately six inches. After the infiltration basin is established, it will be inspected once a quarter 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: The entire BMP Trash/debris is present, Remove the trash/debris. The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to infiltration basin erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide time and a one-time fertilizer application. The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the Swale applicable). sediment off -site. The pipe is cracked or Replace the pipe. otherwise damaged (if applicable). Erosion is occurring in the Regrade the Swale if necessary to Swale (if applicable). smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. OCT 18 2011 Form SW401-Infiltration Basin O&M-Rev.3 The treatment area The embankment The receiving water Sediment has accumulated and reduced the depth to 75% of the original design depth. Erosion has occurred or riprap is displaced. Weeds are present. A visible layer of has accumulated. Water is standing more than 5 days after a storm event. Weeds and noxious plants are growing in the main treatment area. Shrubs or trees have started to grow on the embankment. An annual inspection by an appropriate professional shows that the embankment needs reoair. The outlet device is damaged Erosion or other signs of damage have occurred at the outlet. How I will remediate the problem: Search for the source of the sediment and remedy the problem if possible. Remove the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Remove the weeds, preferably by hand. If pesticides are used, wipe them on the plants rather than Search for the source of the sediment and remedy the problem if possible. Remove the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Replace any media that was removed in the process. Revegetate disturbed areas Replace the top few inches of filter media and see if this corrects the standing water problem. If so, revegetate immediately. If not, consult an appropriate professional for a more extensive repair. Remove the plants by hand or by wiping them with pesticide (do not Remove shrubs or trees Make all needed repairs. Clean out the outlet device. Dispose of the sediment off -site. Repair or replace the outlet device. Contact the NC Division of Water Quality 401 Oversight Unit at 919- 733-1786. OCT 18 2011 Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3 Permit Number: (to be provided by DN'Q) 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:Fastenal Company Building IMP drainage area number: Print name:SeRuin Family Holdings LLC / Angie C. Ball Title:Treasurer Address:1980 Wood Treatment Road Leland NC 28451 tr 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, df f.�Q� Y %CG illp0 a Notary Public for the State of y%}fZZ G.e%�Laa , County of Q{SLi�dr[rtGd� do hereby certify that (!l/Lltlr 4�0�7� personally appeared before me this day of ©&d4k-+—J D i , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements. Witness my hand and official seal, U. d5o AUE�i_1G SEAL My commission expires X— 0-a0/.2-- OCT 1 6 2011 Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3 DEMLR USE ONLY Wt.iece'4ed Fee Paid permit Number 11 f D STATE STORMWATER: PERMIT INFORMATION UPDATE APPLICATION FORM There Is NO FEE for updating project name orpermittee In/ormatton. This form Is to only to be used by the current permittee to notify the Division of, 1) changes to the Point or Contact (signing official) for the current permittee (LLC, Corporation, HOA or PDA); 2) changes to the mailing address, phone number or email address of the current permittee; 3) changes to the name of the project, and 4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS. A. NEW PERMIT INFORMATION State Stonnwaler Permit Number. 5 V ib I I 100 Are you updating (check all that apply): If so, please provide the updated information: Project name Corporation Name' Permit Contact Namez Permit Contact Title Mailing Address' V - Phone number Email address Provide documentation such as a Name Change / Merger filed with the NCSOS. } Provide supporting documentation such as NCSOS filing. The permit contact's positron must be In accordance with 15A NCAC 02H .10401y_ If more than one point of contact or mailing address is being changed, please attach a separate sheet. B. CERTIFICATION. OF PERMITTEE I, `W i I1 a the current permittee, hereby notify DEMLR that I am making the changes as listed in Section A above. I furthe ttest that this application for an update to the permit information currently on file is accurate and complete to the best of my ((k'nn�owleddge. Slgnalurek QJ o Rn Date: LU I I a Notary Public for the State of County,L,VA NA1�i CL , do hereby certify that personally appeared before me this the day of , 201= and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, az� 1�1 4:z , AIN 2 (Notary Seal) Notary Signatun My commission ItevMW2016 JUANITA RUST Notary Public. North Caroline Brunswick County My Commission Ex➢im 30 2026 JUN 17 2W V'J RV. DEMLR USE ONLY 0 0 Date R ived Fee Pad permit Number 0.7JiSo" llloo NC DEQ Division of Energy, Mineral and Land Resources STATE STORMWATER: PERMIT RENEWAL APPLICATION FORM In accordance with 15A NCAC 21-1.1045(R the current permit holder shall renew their high density permit 180 days prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 761) Sect/on 60.(c). This application form is forpermit renewals only. A. B. PROJECT INFORMATION I. State Slormwater Permit Number: 2. Project name: -aOciil frL- 3. Project street address: :V�B IIICn( � Pr�u_i f dc� City: County: "Y/t' M V V (LlP I 4. What, if any, Changes have been made to the project as permitted? If the project has changed from the original approved plans, please complete SWU-101 for a Major Modification or Minor Modification Application form available at Jittos:/Idea, ne.goviabouttdivisions/enlIgy_ mineral-land-resou rcestene rgy-mine ral-land-rules/stonnwater-oroaraMgost-construction. PERMITTEE INFORMATION If changes to the permittee or project name have been made, please complete either the Permit Update form or the Permit Transfer form available at. httpsJ/dea. nc.aov/about/divisionsleneray-mineral-land- automatically tronsf I. Current Permit H 2. Signing Official's 3. Signing Official's 4. Mailing Address: —ZIP: Permits do not er with the sale of the property older's Company Name/Organization: "N • 1 " "'Q Name: (I I N.{ 1 Se Title: D V " , Q/v ok Cow a / City ' V v State: 5. Street Address: VV// �:5ft ^^, n City: _ State: _ZIP: _ /,'/ 6. Phone:( Dom/�e9U:n Za465 ®9M0.;�•COM 0 C. SUBMITTAL REQUIREMENTS Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR JUN 2 7 2W Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that Include gU required items listed below will be accepted and reviewed. 1"Id I ch Item below to Indicate that the required Information Is provided In the application package: 1, A permit application processing fee of $505.00 payable to NCDEQ. 2. One original signed hard copy and one electronic copy of this completed form. The signing official named on this application to represent the current permittee must meet one of the following: a. Corporation — a principle executive officer of at least the level of vice-president; b. Limited Liability Company (LLC) — a manager or company official as those terms are defined in G.S. 57D "North Carolina Limited Liability Company Ad;" C. Public Entity — a principal executive officer, ranking official, or other duly authorized employee; d. Partnership or limited partnership — the general partner; e. Sole proprietor; or I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the signature of another entity. 3. One hard copy and one electronic copy of recorded documents required by the original permit that have not yet been received by DEMLR, including: deed restrictions, protective covenants, candominiumlplanned community declaration and easements. If the project has been built, include documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If the project has not been built, include a signed agreement that the final recorded deed restrictions and protective covenants will be submitted at a later date. _ 4. O&M Agreements, Please select one: v l have a copy of the anent recorded O&M Agreement for all SCMs, and I will continue to keep this on file with the permit; or I do not have a copy of the current recorded O&M Agreement for all SCMs and am requesting a copy be sent to me. I agree to keep this on file with the permit. _ 5. Designer Certifications, Please select one: A copy of the certification(s) confirming that the project was built in accordance with the approved plans have been previously provided to the Division; or A copy of the certification(s) confirming that the project was built In accordance with the approved plans are enclosed; or The project has not yet been built. 0. OF APPLICABLE] If the project has been built, one original herd copy and one electronic copy of a signed, sealed, and dated letter from a licensed professional stating that the SCMs have been inspected, and that they have been built and maintained in accordance with the permit. 7. (IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide one hard copy and one electronic copy of documentation from the NC Secretary of Slate, or other official documentation, which supports the titles and positions held by the persons listed in Section C.2 per 15A NCAC 2H. 1043(3)(b). htlns:/Aaww.sosnc.aov/online services/search/bv tM_Business Registration D. PERMITTEE'S CERTIFICATION JUN 27 2M �r,� ,t1 BYr I, V V i 1104 Se q tk ( ✓\ , the person legally responsible for the permit, certify that I have a copy of the of the Permit and on site (or I will obtain a copy and it will be kept on site), that I am responsible for the performance of the maintenance procedures, and the site has been and will be maintained according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my knowledge, correct and � complete. Signalure:Iu� 1_1001"A Date: 7 '8F2r- 1177 execution of the forgoing instrument. Witness my hand and official seal, (Notary Seal) I NalmY ftW NOM O OW My COfRfltWM Notary My commission expires Stormwater Permit Renewal Form Page 1 of 3 May 11. 2018 a Notary Public for the State of do hereby certify mrsonalty appeared before me and acknowledge the due JUN 2 7 20 j BY L)If Permit No. SW'6 M006 (to be provided by DWq) AWA STORMWATER MANAGEMENT PERMIT APPLICATION FORM NCDENR 401 CERTIFICATION APPLICATION FORM INFILTRATION BASIN SUPPLEMENT This form must be filled out, printed and submitted. The Required Items Checklist (Part III) must be printed, filled oul and submitted along with all of the required information. Fastenal Contact Person Phone Number Date Drainage Area Number 04 W ATEq ` 0 > g o � II. DESIGN INFORMATION Site Characteristics Drainage area 25,700.00 ry1 Impervious area 15,623.00 It Percent impervious 60.79 % Design rainfall depth 1.50 in Peak Flow Calculations 1-yr, 24-hr rainfall depth 1-yr, 24-hr intensity Pre -development 1-yr, 24-hr discharge Post -development 1-yr, 24-hr discharge Pre/Post 1-yr, 24-hr peak Flow control Storage Volume: Non -SA Waters Minimum design volume required Design volume provided Storage Volume: SA Waters 1.5' runoff volume Pre -development 1-yr, 24-hr runoff volume Post -development 1-yr, 24-hr runoff volume Minimum required volume Volume provided Soils Report Summary Soil type Infiltration rate SHWT elevation Basin Design Parameters Drawdown time Basin side slopes Basin bottom elevation Storage elevation Storage Surface Area Top elevation Basin Bottom Dimensions Basin length Basin width Bottom Surface Area 330 in 2.46 inlhr 0.29 ft'/sec 0.91 fit'/sec 0.62 hIlsec 1,922.00 ft' 1,971.00 tt' ft' ft' ft' ft' Its leon - fine sand 5.00 in/hr 61.12 fmsl 1.01 days 3.00 :1 6115 fmsl 63.71 fmsl 3,829.00 ryz 64.50 fmsl 164.40 It 19.63 It 3,210.00 flz OK for non -SA waters OK OK OK Form SW401-Infiaration Basin -Revs 11Apr2011 Parts I. & II. Design Summery, Page 1 of 2 ' Permit No. (to be provided by DWq) Additional Information Maximum runoff to each inlet to the basin? NIA ac-in Maximum of 2 acre -inches allowed Length of vegetative filter for overflow NIA ft OK Distance to structure 16.80 ft OK Distance from surface waters NIA it OK Distance from water supply well(s) N/A ft OK Separation from impervious soil layer 73.50 ft OK Naturally occuring soil above shwt 2.33 ft OK Bottom covered with 4-in of clean sand? Y (Y or N) OK Proposed drainage easement provided? N/A (Y or N) OK Capures all runoff at ultimate build -out? - Y (Y or N) OK Bypass provided for larger storms? Y (Y or N) OK Pretreatment device provided sheet flow and grassed swales Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. all. Design Summary, Page 2 of 2 Permit (to be provided by DWQ) III. REQUIRED ITEMS CHECKLIST Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification. Pagel Plan Sheet No. C_ ?I Cto 071 CIO Clie 1. Plans (1" - 50' or larger) of the entire site showing: C2. - Design at ultimate build -out, c 1 4 C.Z - Off -site drainage (if applicable), N (A- - Delineated drainage basins (include Rational C coefficient per basin), q<. Srhwr - Basin dimensions, Gb -Pretreatment system,C.Z —5-��✓ $ Swqu.�3 -High flow bypass system, r.t) k 5 tS CALL-5 -Maintenance access, tr0 orn( 5r,,rjLZ- 104444;,L - Proposed drainage easement and public right of way (ROW), µ(s} bj=�tn on S,$6 .e 1044 rcc_ - Overflow device, and L2 -Boundariesofdrainageeasement. t4e420r-f S-1 -151.6 P44rE'- 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing: - Bypass structure, ") h- - Maintenance access, L 7- - Basin bottom dimensions, C In -Basin cross-section with benchmark for sediment cleanout, C(. -Flow distribution detail for inflow, C 2 - Vegetated filter, and r.l(A. -Pretreatment device. Svbx-rl?trw+ S %JAtZ5 c1- 3. Section view of the infiltration basin (1" = 20' or larger) showing: C.(v - Pretreatment and treatment areas, and 5Plrk r PL" •F 5w4t d75 Inlet and outlet structures. (4p 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided. jfj 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The results of the soils report must be verified in the field by DWQ, by completing & submitting the soils investigation request form. County soil maps are not an acceptable source of soils information. L_ 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the entire drainage area is stabilized. 7. The supporting calculations. 8. A copy of the signed and notarized operation and maintenance (0&M) agreement. 9. A copy of the deed restrictions (if required). REC I VED OCT 18 2011 Y: Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1 ' V\ Fastenal Company Building Stormwater Permit No. SW8 111006 Brunswick Countv Designer's Certification State Stormwater Management Systems Permit No. SW8 111006 t4t 11676 IM l I, John Phillip Norris , 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, Fastenal Company Build for Seguin Family Holdings, LLC (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: SignE Regi: Date SEAL R t E ) L� t 1 Page 6 of 7 _{nlijr ii ;FC�. 3 � om y}y, ... -�aat .�'. a a.1 .` e' .. �� "t ri �T-F "yi �l'^ State Stormwater Management Systems Permit No. SW8 111006 Certification Requirements: The drainage area to the system contains approximately the permitted acreage. 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. roof drains are located such that the runoff is directed into the system. The bypass structure weir elevation is per the approved plan. bypass structure is located per the approved plans. A Trash Rack is provided on the bypass structure. All slopes are grassed with permanent vegetation. 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. All required design depths are provided. 13. All required parts of the system are provided. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Regional Office Brunswick County Building Inspections Page 7 of 7 SOSID: 739574 Date Filed: 8/18/2004 3:45:00 PM Elaine F. Marshall North Carolina Secretary of State C200422900023 State of North Carolina Department of the Secretary of State Limited Liability Company ARTICLES OF ORGANIZATION Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles of Organization for the purpose of forming a limited liability company. I. The name of the limited liability company is Seguin Family Holdings, L.L.C. 2. If the limited liability company is to dissolve by a specific date, the latest date on which the limited liability company is to dissolve: (lf no date for dissolution is specified, there shall be no limit on duration of the limited liability company.) 3. The name and address of each person executing these articles of organization is as follows: (State whether each person is executing these articles of organization in the capacity of a member, organizer or both). Rick E. Graves -Organizer Only c/o Webb & Graves, P.L.L.C. 5725 Oleander Drive, Suite C-3 Wilmington, NC 28403 4. The street address and county of the initial registered office of the limited liability company is: Number and Street 122 Caswell Beach Road City, State, Zip Code Caswell Beach, NC 28465 County Brunswick 5. The mailing address if different from the street address of the initial registered office is: 6. The name of the initial registered agent is: Willard J. Seguin Check one of the following: _(i) Member -managed LLC: all members by virtue of their status as members shall be managers of this limited liability company. 7{ (ii) Manager -managed LLC: except as provided by N.C.G. S. Section 57C-3-20(a), the members of this limited liability company shall not be managers by virtue of their status as members. R r ll IE ^ OCT 19 2011 8. Any other provisions which the limited liability company elects to include are attached. 9. These articles will be effective upon filing, unless a date and/or time is specified: This the `mot day of, 2004. R ck E. Graves, Orgairizer F:IWPDIRWORPl,S..nFamily Holding; LLCWMdjoJDr8nniI.PO4 Pd a LIMITED LIABILITY COMPANY ANNUAL REPORT NAME OF I.IMI'1'GD I.IABII..ITY COMPANY: Seguin Family Holdings, L.L.C. SECRETARY OF STATE L.L.C. ID NUMBER: 0739574 NATURE OF BUSINESS: Holding Company for Bnsivess Property RBGIS'ITREDAGENI': Seguin, lVillardJ REGIS'CFRED OFFICE MAILING ADDRESS: 122 Caswell Bench Road Caswell Beach, NC 28465 E-Filed Annual Report -I-0-6508184 Do not data enter manually. STATE OF INCORPORATION: NC REGIS'IERI D OFFICE STREET ADDRESS: 122 Caswell Beach Road Caswell Beach, NC 28465 Brunswick CounN PRR4CIPN.OFFICE TELEPHONE NUMBER: 910-278-6698 PRINCIPAL, OFFICE MAILING ADDRESS: 122 Caswell Beach Rd. Caswell Beach, NC 28451 PRINCIPAL, OFFICE S"1'REIs f ADDRESS: 122 Caswell Beach Rd. Caswell Beach, NC 28451 MANAGERS/MEMBE, RS/ORGANIZERS: Name: RoseESeguin Name: WillardJSegnin Title: dfember Title: Member Address: Address: 122 Caswell Beach RD 122 Caswell Beach Road Caswell Beach NC 28465 Caswell Beach NC 28465 CERTIFICATION OF ANNUAL REPORT MUST BI's COMPLI LED BY ALL LIMITED LIABILITY COMPANIES Rose F. Seguin FORM MUST BE SIGNI7D I3Y A MANAGER/MEMBER Rose E Seguin TYPE OR PRINT NAM F, 04/15/2011 DATE Member TYPE OR PRINT TITLE ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Cmporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525 61 Seguin Family Holdings, LLC 1980 Wood Treatment Road Leland, NC 28451 910-371-2711 Opening: The regular meeting of the Seguin Family Holdings. LLC was called to order at 9am on September 1, 2011 in Leland, NC by Rose Seguin. Present: Rose E Seguin, Willard J Seguin, Angela C Ball A. Approval of Agenda The agenda was unanimously aproved as distributed. B. Approval of Minutes The minutes of the previous meeting were unanimously approved as distributed. C. Open Issues Approval for Angela C Ball, Treasurer to act on Seguin Family Holdings, LLC's behalf pertaining to all issues that arise from the construction project located at the intersection of Highway 74/76 and Wood Treatment Road in Leland, NC. Duties to include but are not limited to obtaining permits, contracts, construction decisions, etc. D. New Business None Adjournment: Meeting was adjourned at 9:45am by Rose Seguin. Minutes submitted by: Rose Seguin Approved by: Willard J Segui