Loading...
HomeMy WebLinkAboutSW8080202_CURRENT PERMIT_20210616STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 Q$OZa2 DOC TYPE CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 20210\0 to YYYYMMDD C ROY COOPER Governor DIONNE DELLI-GATT1 BRIAN WRENN Director June 16, 2021 GE- Hitachi Nuclear Energy Americas, LLC Attn: Jay Wileman, President P.O. Box 780 M/C A55 Wilmington, NC 28402 Subject: Permit Renewal NORTH CAROLINA E%*wWrerttw Quality State Stormwater Management Permit No. SW8 080202 GE- FGE Office Expansion New Hanover County Dear Mr. Wileman: Effective August 1, 2013 the State Stormwater 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 stormwater 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 issuance of the permit. On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the effective period of any stormwater permit that was set to expire during this time frame to three (3) years from its current expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for a total of four (4) years extension. The -Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for the subject project on June 2, 2021. The Division is hereby notifying you that permit SW8 080202 has been renewed on June 16, 2021, and shall be effective until December 30, 2029, which includes all available extensions. For your records, please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations under the permit. The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the terms and conditions of this state stormwater permit. The plans originally approved on February 6, 2008 will remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000. This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter I50B 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. I/D North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources r Wilmington Regional ice 1127 cardinal Drive Extension I Wilmington. North Carolina 28405 910.796.7215 State Stormwater Permit No. SW8 080202 Page 2 of 2 If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the Wilmington Regional Office, at (910) 796-7215 or ashleym.smith@ncdenr.gov. Sincerely, � ko N. Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: Attachment A — Designer's Certification Form Attachment C — Permitting History Renewal Application Documents DES/arcs: %Stormwazer\Permits & Projects\2008\080202 HD\2021 06 permit 080202 cc: NCDEQ-DEMLR Wilmington Regional Office le Vft wk ��� 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 State Stormwater Management Systems Permit No. SW8 080202 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO GE Hitachi Nuclear Energy Americas, LLC GE — FGE Office Expansion 3901 Castle Hayne Road, New Hanover County FOR THE construction, operation and maintenance of a sand filter in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit. This permit shall be effective from the date of issuance until December 31, 2029, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.6 on page 2 of this permit. The stormwater control has been designed to handle the runoff from 3,200 square feet of impervious area. This basin must be operated with a 30' vegetated filter. 3. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and per approved plans. 4. All stormwater collection and treatment systems must be located in either dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans. 5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. Page 1 of 7 State Stormwater Management Systems Permit No. SW8 080202 ['I The following design criteria have been provided in the sand filter and must be maintained at design condition: a. Drainage Area, acres: Onsite, ft2: Offsite, ft2: b. Total Impervious Surfaces, ft2: C. Design Storm, inches: d. Sediment Chamber Surface Area, ft2: e. Sand Filter Surface Area. ft2: f. Bottom Elevation, FMSL: g. Bypass Weir Elevation, FMSL: h. Permitted Storage Volume, ft3: i. Type of Soil: j. Expected Infiltration Rate, in/hr: k. Seasonal High Water Table, FMSL: I. Time to Draw Down, hours: M. Receiving Stream/River Basin n. Stream Index Number: o. Classification of Water Body: It. SCHEDULE OF COMPLIANCE 0.21 3,200 None 3,200 1.5 72 72 37.7 40.2 380 Engineered Sand 3.5 N/A (closed system) 40 UT to NE Cape Fear / Cape Fear 18-74-(52.5) "C.SW" 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. Page 2 of 7 State Stormwater Management Systems Permit No. SW8 080202 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of the Division. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. 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. 6. 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. 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. Access to the stormwater facilities shall be maintained via appropriate easements at all times g. 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. 11. 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. Any items not in compliance must be repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities performed to date may be requested. III. GENERAL CONDITIONS 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. Page 3 of 7 State Stormwater Management Systems Permit No. SW8 080202 2. 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. 3. 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. 4. Permit Transfer: This permit is not transferable to any person or entity except after notice to and approval by the Director. The permittee shall submit a completed and signed "Permit Transfer Application Form" (available on the Division website) accompanied by the required fee and supporting documentation as listed on the form, to the Division at least 60 days prior to any one or more of the following events: a. The sale or conveyance of the project area in whole or in part, except in the case of an individual lot sale that is made subject to the recorded deed restrictions and protective covenants; b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or NCGS 57D-6-07 and 08; C. Bankruptcy, d. Foreclosure, subject to the requirements of Session Law 2013-121, Current Permittee Name or Address Changes: The permittee shall submit a completed "Permit Information Update Application Form" (available on the Division website) to the Division within 30 days to making any one or more of the following changes: a. A name change of the current permittee; b. A name change of the project; C. A mailing address change of the permittee; The permittee is responsible for compliance with all terms and conditions of this permit until the Division approves the transfer request. Neither the sale of the project, in whole or in part, nor the conveyance of common area to a third party constitutes an approved transfer of the permit. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. 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 permit conditions. Approved plans, application documents, supplements, calculations, operation and maintenance agreement, and specifications for this project are incorporated by reference and are enforceable parts of the permit. A copy of this permit, application, supplements, operation and maintenance agreement, and approved plans and specifications shall be maintained on file by the permittee. 10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater system must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 11. 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. 12. 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). Page 4 of 7 State Stormwater Management Systems Permit No. SW8 080202 Permit renewed, updated and reissued this the 16th day of June 2021. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION )4jo .�x, Brian�Director' Division of Energy. Mineral and Land Resources By Authority of the Environmental Management Commission Page 5 of 7 State Stormwater Management Systems Permit No. SW8 080202 GE — FGE Office Expansion Stormwater Permit No. SW8 080202 New Hanover County Attachment A Designer's Certification I, t, 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 6 of 7 State Stormwater Management Systems Permit No. SW8 080202 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 bypass structure weir elevation is per the approved plan. 6. The bypass structure is located per the approved plans. 7. A Trash Rack is provided on the 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. All required design depths are provided. 13. All required parts of the system are provided. 14. The required system dimensions are provided per the approved plans. cc: NCDEQ-DEMLR Wilmington Regional Office Page 7 of 7 Attachment C - Permitting History GE- FGE Office Expansion Permit No. SW8 080202 Approval Date Permit Action BIMS Version Description of the Changes 2/6/2008 Original Approval 1.0 6/16/2021 Renewal 2.0 Permit Number: (to be provided by DWQ) Drainage Area Number: Sand Filter Inspection and 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: — The drainage area will be carefully managed to reduce the sediment load to the sand filter. — Once a year, sand media will be skimmed. — The sand filter media will be replaced whenever it fails to function properly after vacuuming. The sand filter will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of inspection 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 adjacent pavement Sediment is present on the Sweep or vacuum the sediment as (if applicable) pavement surface. soon as possible. The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to sand filter erosive gullies have formed. remove the 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 Maintain vegetation at a height of lon approximately six inches. The flow diversion The structure is clogged. Unclog the conveyance and dispose structure of any sediment off -site. The structure is damaged. Make any necessary repairs or replace if damage is too large for repair. The pretreatment area Sediment has accumulated to Search for the source of the a depth of greater than six sediment and remedy the problem if inches. possible. Remove 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. Form SW401-Sand Filter I&M-Rev.2 Page I of 3 BMP element: Potentialproblem: How I will remediate theproblem: The filter bed and Water is ponding on the Check to see if the collector system underdrain collection surface for more than 24 is clogged and Flush if necessary. If system hours after a storm. water still ponds, remove the top few inches of filter bed media and replace. If water still ponds, then consult an expert. The outflow spillway Shrubs or trees have started Remove shrubs and trees and pipe to grow on the embankment. immediately. The outflow pipe is clogged. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. The outflow pipe is damaged. Repair or replace the pipe. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality 401 Oversight Unit at 919- outlet. 733-1786. Form SW401-Sand Filter 1&M-Rev.2 Page 2 of 3 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:GE - FGE Office Expansion BMP drainage area number:I Print name:Todd Best Title: Manager of Facilities and Maintenance Address:3901 Castle Hayne Road, Wilmington, NC 28401 Phone: (910) 675-6810 Date: 2- S'-- o g 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, Ake �cJ k. Sue, AS a Notary Public for the State of j�OmCQrb licit.- , County of k)p, J JA-anag_✓ do hereby certify that (phi &_-Si personally appeared before me this 31,11, day of Feb ruCln'U and acknowledge the due execution of the forgoing sand filter maintenance requirements. Witness my hand and official seal, .`'"OID's K. BVep�4 � �ptA4 ci ��4ypUBL0g q*OVIIt SEAL My commission expires ((D'-a`Z-zOG� Form SW401-Sand Filter I&M-Rev.2 Page 3 of 3 ' DEMLR USE ONLY Date Re iv d Fee Paid Permit Number 3 $nt i.J$ D803-0 o-i NC DEQ Division of Energy, Mineral and Land Resources STATE STORMWATER: PERMIT RENEWAL APPLICATION FORM In accordance with 15A NCAC 2H.1045(3), 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 781) Section 60. (c). This application form is for permit renewals only. A. PROJECT INFORMATION 1. State Stormwater Permit Number: SW 8080202 2. Project name: GE-FGE Office Expansion 3. Project street address: 3901 Castle Havne Rd. City: Wilmington County: New Hanover ZIP: 28401 4. What, if any, changes have been made to the project as permitted? None 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 https://deg.nc.gov/about/divisions/energv- mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction. B. 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: https://deg.nc.gov/about/divisions/energy-mineral-land- resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not automatically transfer with the sale of the property. 1. Current Permit Holder's Company Name/Organization: GE -Hitachi Nuclear Energy Americas LLC 2. Signing Official's Name: Jay Wileman 3. Signing Official's Title: President and CEO, GE Hitachi Nuclear Energy 4. Mailing Address: General Electric, P.O. Box 780 M/C A55. City: Wilmington State: NC ZIP 28402 5. Street Address: 3901 Castle Havne Rd City: Wilmington State: NC ZIP 28402 6. Phone. (2LO) 819-2029 Email: iay.wilemanCalge.com = 9EC-0E 0 V`Ira JUN 0 Z 2021 BY: Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018 C. SUBMITTAL REQUIREMENTS Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORIM. Only applications packages that include all required items listed below will be accepted and reviewed. Initial each 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 Act;" 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 f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the signature of another entity. NA 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, condominium/planned 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: ® I have a copy of the current 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. Ji 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. 6. [IF APPLICABLE) If the project has been built, one original hard 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 State, 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). https://www.sosnc.gov/online services/search/by title/ Business Registration ri UN 0 2 2021 Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE'S CERTIFICATION ,c'-V 1 • W It.ryn , the person legally responsible for the permit, certify that I have a copy of the Permit and O&M Agreement 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 informa ' rovided on this permit renewal application is, to the best of my knowledge, correct and complete. Signature: Date: S IL6 /Zo t IV NOTARIZATION 1, 0).ela� )'�. Sui1 s , a Notary Public for the State of N 0 r i-� CwYD (I rya, County of e)_'J 4a'?g0 c ✓ , do hereby certify that :u-ut (. VJ i If.ryy)^- personally appeared before me this the io day of ALL, 20 .a � and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, (Notary Seal) Notary Signature: My commission expires O (- I - ZO2.s.}- r OOTg9 : �N, =zf /-•i �l .AVBL10 .•j= ECEj JUN 0 2 2021 BY.___ Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 - - - _ - - ut Permit Number: 3w9dodo (to be provided by DWQ) ���2OF W ATFgOG % h C NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM SAND FILTER SUPPLEMENT This form must be filled out on line, printed and submitted with all of the required information. Make sure to also fill out and submit the Required Items Checklist (Section III) and the I&M Agreement (Section IV) I :b PROJECT; INFORMATION t Project name GE - FGE Office Expansion Project Contact name Mark N. Hargrove, PE Phone number Date Drainage area number IL:: DESIGN; INFORMATION Site Characteristics 910-256-9277 February 5, 2008 1 Drainage area (AD) 3,200 ftz OK Impervious area 3,200 fl' % Impervious (IA) 100.0% % Design rainfall depth (Ro) 1.5 in Peak Flow Calculations Does this project require pre/post control of the 1-yr 24-hr peak flow? N Y or N 1-yr, 24-hr runoff depth in 1-yr, 24-hr intensity in/hr Pre -development 1-yr, 24-hr runoff ft3/sec Post -development 1-yr, 24-hr runoff ft/sec Pre/Post 1-yr, 24-hr peak control ft3isec Storage Volume Design volume (WOV) 380 ft' Adjusted water quality volume (WOVAdi) 285 ft' OK Volume contained in the sedimentation basin and on top of the sand filter 288 Maximum head on the sedimentation basin and sand filter (hM„Faer) 2 it OK Average head on the sedimentation basin and sand filter (hA) 1 it OK Runoff Coefficient (Rv) 0.95 (unitless) Type of Sand Filter Open sand filter? N Y or N If this is an open sand filter: The clearance between the bottom of the sand ft filter and the SHWT (dsr�) Closed/pre-cast sand filter? Y Y or N If this is a closed sand filter: The clearance between the bottom of the sand 1 ft filter and the SHWT (dSHWT) If this is a closed, underground closed sand filter: The clearance between the surface of the sand filter and the bottom of the roof of the underground 1.5 ft structure (ds,) Form SW401-Sand Filter-Rev.2 Parts I and II. Project Design Summary, Page 1 of 3 Sedimentation Basin Permit Number: L✓ O 01)_1 (to be provided by DWQ) Surface area of sedimentation basin (As) Sand Filter Surface area of sand filter (AF) Depth of the sand media filter bed (dF) Coefficient of permeability for the sand filter (k) Time to drain the sand filler (t) Time to drain the sand filter (t) Additional Information Does volume in excess of the design volume bypass the sand filter.? Is an off-line flaw -splitting device used? Does volume in excess of the design volume flow evenly distributed through a vegetated filter? What is the length of the vegetated filter? Does the design use a level spreader to evenly distribute flow? Is the BMP located at least 30ft from surface waters (50ft if SA waters)? Is the BMP located at least 100ft from water supply wells? Are the vegetated side slopes equal to or less than 3:1 Is the BMP located in a recorded drainage easement with a recorded access easement to a public Right of Way (ROW)? What is the width of the sedimentation chamber/forebay (Ws'd)? What is the depth of sand over the outlet pipe? Figure 1: Open Sand Filter Sedimentation chmnber (or Fm ebay) r Flow Soil': Seasonablk Hizh Water Table ............................... «rs.a OK. Meets minimum, but may need to be increased to 72 fe contain the required volume if error under Storage Volume section. OK. Meets minimum, but may need to be increased to 72 ftz contain the required volume if error under Storage Volume secton. 1.5 ft 3.5 (ft/day) 40 hours OK. Submit drainage calculations. 1.67 days N Y or N Excess volume must bypass cell. Y YorN OK Y YorN OK 30 ft Y YorN OK Y YorN OK Y YorN OK Y YorN OK N Y or N Insufficient ROW location. 4ft OK 1ft OK Smid Filter Chamber Ordlet Pipe (1p (6wr Forth SW401-Sand Filler-Rev.2 Parts I and II. Project Design Summary, Page 2 of 3 17 4 Permit Number: (to be provided by DWQ) Figure 2: Closed Sand Filter W6, Flow Overland Flow Conci etc (or other shrinchurni material) hi -situ Sail Chiles Sand IOlulct Pipe ... ................. ............................ pi p CIF dsHWr Scasonably Hi Wntet T. bi, Wate>S-(I411cutntion Chmulter (Faitebory) I saild YlIttr (711.11111,cr r I (limly sedimends, (Trapped solids) Collected Orguics. Debris) Form SW401-Sand Filter-Rev.2 Parts I and 11. Project Design Summary, Page 3 of 3 Permit No. -Lwigo 94 Cr (to be provided by DWQ) 111. 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. Initials Pagel Plan Sheet No. mPW C-4 1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries - System dimensions (length, width, and depth) for both the sedimentation chamber and the filter chamber - Maintenance access, - Flow splitting device, - Recorded drainage easement and public right of way (ROW), N/A - Design at ultimate build -out, - Off -site drainage (if applicable), and - Boundaries of drainage easement. N/A /tl G-S 2. Plan details (1" = 50' or larger) for the sand filter showing: - System dimensions (length, width, and depth) for both the sedimentation chamber and the filter chamber - Maintenance access, - Flow splitting device, - Recorded drainage easement and public right of way (ROW), N�A - Design at ultimate build -out, - Off -site drainage (if applicable), and - Boundaries of drainage easement. d)A /nnp0 C-�" I 3. Section view of the sand filter (1" = 20' or larger) showing: - Depth(s) of the sedimentation chamber and sand filter chamber, - Depth of sand filter media - Connection between the sedimentation chamber and the sand filter chamber, SHWT level(s) Outlet pipe, and Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if applicable) a4a9vt 4. 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 DWO, by completing & submitting the soils investigation request form. County soil maps are not an acceptable source of soils information. AAL ✓ 5. Supporting calculations (including drainage calculations) mNMb— ✓ 6. Signed and notarized inspection and maintenance agreement Form SW401-Sand Filter-Rev.1 Part III, Page 1 of 1 FEB-07-2006 TNU 09:26 AM NCDENR FAX NO. 9103502004 P. 07 GE — FGE Office Expansion Stormwater Permit No. SW8 080202 New Hanover County Designer's Certification State Stormwater Management Systems Permit No. SW8 080202 i4l� �I I, O(;REk M. fZy ►SL'R7S_, as a duly registered GI va = 116ZV aiz in the State of North Carolina, having been authorized to obsery (pe iodically weekly/ full time) the construction of the project, GG- rGr- OFr-u(; 6XsPgNs=o•1 -0Y0ZOZ)_ (Project) for &(%- Hi'_ W N L (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 03Z 19 V Date `i - /l - 01 Page 6 of 7 SEAL 11 FEB-07-2008 THU 09:26 AM NCDENR FAX N0, 9103502004 1: Certification Requirements: State Stormwater Management Systems Permit No. SW8 080202 ✓. 1. The drainage area to the system contains approximately the permitted acreage. V 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. (ROOP 06t.1AJ 469) V 4. All roof drains are located such that the runoff is directed Into the system. v 5. The bypass structure weir elevation is per the approved plan. (T v1eR.v4�) ✓6. The bypass structure is located per the approved plans. r,�;TGAov4L-uti2) NA 7. A Trash Rack is provided on the bypass structure. NA_8. All slopes are grassed with permanent vegetation. _4L04_9. Vegetated slopes are no steeper than 3:1. V 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. . V 12. All required design depths are provided. CJtvd "10 SG�criNNT ✓13. All required parts of the system are provided. ✓14. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Regional Office . New Hanover County Building Inspections Page 7 of 7