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HomeMy WebLinkAboutSW8110907_CURRENT PERMIT_20220907STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 Ilogo-I DOC TYPE E❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2o2Zo90-t YYYYMMDD ROY COOPER Governor ELIZABETH S. BISER Secretary BRIAN WRENN Director September 7, 2022 Marine Corps Base Camp Lejeune Attn: Neal Paul, Deputy Public Works Officer 1005 Michael Road Camp Lejeune, NC 28547 NORTH CAROLINA Environmental Quafity Subject: Permit Renewal Post -Construction Stormwater Management Permit No. SW8 110907 Temporary Lodging Facility Renovation Onslow County Dear Mr. Paul: Effective August 1, 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 August 18, 2022. The Division is hereby notifying you that permit SW 1 10907 has been renewed, updated, and re -issued on September 7, 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 December 7, 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 an 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. If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional Office, at (910) 796-7215 or ashleym.smith@ncdenr.gov. Sincerely, C"_ �� IMP J� Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: Attachment A — Designer's Certification Form Attachment C — Permitting History copy of the Renewal Application Documents DES/ams: %StormwateAPermits & Projects\2011\I 10907 HD\2022 09 permit 110907 cc: Wilmington Regional Office Stonnwater File er Eft North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources -E ',� Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 910.796.7215 Post -Construction Stormwater Management Permit No. SW8 110907 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 USMCB Camp Lejeune Temporary Lodging Facility Addition Holcomb Blvd, Camp Lejeune, Onslow County FOR THE construction, operation and maintenance of one (1) wet detention pond in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively 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 December 7, 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 1. 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 1.8 on page 2 of this permit. The stormwater control has been designed to handle the runoff from 45,352 square feet of impervious area. 3. A 30' wide vegetative buffer must be provided 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. 4. A vegetated filter strip is not required for this pond as it has been designed for a 90% total suspended solids removal efficiency. 5. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and per approved plans. This permit does not provide any allocation of built -upon area for future development. Page 1 of 7 Post -Construction Stormwater Management Permit No. SW8 110907 Ll 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. The runoff from all built -upon area within the permitted drainage area(s) of this project must be directed into the permitted stormwater control system. The following design criteria have been provided in the wet detention pond and must be maintained at design condition: a. Drainage Area, acres: 2.21 Onsite, ftZ: 96,379 Offsite, ft2: none b. Total Impervious Surfaces, ftZ: 45,352 Onsite, ftZ: 45,352 Offsite, ftZ: none C. Design Storm, inches: 1.5 d. Average Pond Design Depth, feet: 3.5 e. TSS removal efficiency: 90% f. Permanent Pool Elevation, FMSL: 20.0 g. Permanent Pool Surface Area, ftz: 10,024 h. Permitted Storage Volume, ft3: 6,895 i. Temporary Storage Elevation, FMSL: 20.6 j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 3.76 k. Controlling Orifice: 1.40"0 pipe I. Orifice flowrate, cfs: 0.02 M. Permitted Forebay Volume, ft3: 5,175 n. Fountain Horsepower N/A o. Receiving Stream/River Basin: Beaverdam P. Stream Index Number: 19-20-2 q. Classification of Water Body: "SB; NSW' II. SCHEDULE OF COMPLIANCE Creek / White Oak 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 signed and approved Operation and Maintenance Agreement 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. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and piping. a. Access to the outlet structure must be available at all times. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DEMLR. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. Decorative spray fountains will not be allowed in the stormwater treatment system, as the permanent pool volume is less than 30,000 cubic feet. Page 2 of 7 Post -Construction Stormwater Management Permit No. SW8 110907 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. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 8. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 9. Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded easements at all times. 10. 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. 11. 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). Page 3 of 7 Post -Construction Stormwater Management Permit No. SW8 110907 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. 4. 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. a. 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 7 Post -Construction Stormwater Management Permit No. SW8 110907 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 7th day of September 2022. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION CRLI Wu`i' Brian Wrenn, Uirector Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Permit Number SW8 110907 Page 5 of 7 Post -Construction Stormwater Management Permit No. SW8 110907 Temporary Lodging Facility Addition Stormwater Permit No. SW8 110907 Onslow County Attachment A 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 specifications: Signature Registration Number Date SEAL Page 6 of 7 Post -Construction Stormwater Management Permit No. SW8 110907 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 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 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 and located 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. 16. All components of the stormwater BMP are located in either recorded common areas, or recorded easements. cc: NCDEQ-DEMLR Wilmington Regional Office Page 7 of 7 Attachment C - Permitting History Temporary Lodging Facility Renovation Permit No. SW8 110907 Approval Permit BIMS Description of the Changes Date Action Version construction, operation and maintenance of one (1) wet Original detention pond in compliance with the provisions of 15A 12/7/201 1 Approval 1.0 NCAC 2H .1000 and Session Law 2008-21 1 ; The stormwater control has been designed to handle the runoff from 42,522 square feet of impervious area. Increasing the drainage area and impervious area associated 8/6/2012 Modification 1.1 with the previously approved wet detention pond. The additional areas are a result of the expansion to the existing office building. 9/7/2022 Renewal 2.0 Expires December 7, 2029 Permit Number: sLvB/iojO (to be provided by DIVQ) Drainage Area Number: Wet Detention Basin Operation 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. The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check one): ® does ❑ does not incorporate a vegetated filter at the outlet. This system (check one): ❑ does ® does not incorporate pretreatment other than a forebay. Important maintenance procedures: - Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if needed, until the plants become established (commonly six weeks). - No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to establish the plants on the vegetated shelf. - Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention basin. - If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized to the maximum extent practical. - Once a year, a dam safety expert should inspect the embankment. After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set location and must 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 wet Areas of bare soil and/or Regrade the soil if necessary to detention 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. Vegetation is too short or too Maintain vegetation at a height of long. approximately six inches. Form SW401-Wet Detention Basin O&M-Rev.4 RECEIVEZi NOV 0 7 2011 BY: Page 1 of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: The inlet device: pipe or The pipe is clogged. swale The main treatment area The pipe is cracked or otherwise damaged. Erosion is occurring in swale. Sediment has accumulated to a depth greater than the original design depth for sediment storage. Weeds are present. Best professional practices show that pruning is needed to maintain optimal plant health. viants are aeaa, atseasea or dying. are present. Sediment has accumulated to a depth greater than the original design sediment storage depth. Algal growth covers over 50% of the area. Cattails, phragmites or other invasive plants cover 50% of the basin surface. Form SW401-Wet Detention Basin O&M-Rev.4 How I will remediate the probl Unclog the pipe. Dispose of the sediment off -site. Replace the pipe. Regrade the swale if necessary to smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. 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 pesticide is used, wipe it on the plants rather than spraying. Prune according to best professional practices uetermme 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 a soil test indicates it is necessary. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than spraying. 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. Consult a professional to remove and control the algal growth. Remove the plants by wiping them with pesticide (do not spray). "CM'IVED LNOV 07 2011 3Y:_---- Page 2 of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potentialproblem: How I will remediate theproblem: The embankment Shrubs have started to grow Remove shrubs immediately. on the embankment. Evidence of muskrat or Use traps to remove muskrats and beaver activity is present. consult a professional to remove beavers. A tree has started to grow on Consult a dam safety specialist to the embankment. remove the tree. An annual inspection by an Make all needed repairs. appropriate professional shows that the embankment needs repair. if applicable The 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. The receiving water Erosion or other signs of Contact the local NC Division of damage have occurred at the Water Quality Regional Office, or outlet. the 401 Oversight Unit at 919-733- 1786. The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads 2 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads 1 feet in the forebay, the sediment shall be removed. Sediment Removal Bottom 18.0 --------------- FOREBAY BASIN DIAGRAM ill in the blanks) /-ft Min. Sediment Storage Form SW401-Wet Detention Basin O&M-Rev.4 Permanent Pool Elevation 20.00 Pool \ Sediment Removal Elevation 14.0 Volume ----------------------- ------ Bottom Elevation MAIN POND RECEIVED DEC 0 7 2011 Page 4of5 BY: I1�n. Sedimem Storage Permit Number: (to be provided by DWQ) 1_ 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:Camp LeJeune Temporary Lodyina Facility Addition BMP drainage area number: Print Title:Deputy Public Works Officer Address:Public Works Division. 1005 Michael Road 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. a Notary Public for the State of County of do hereby certify that personally appeared before me this day of L Gs��� �// , and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, '4.11111 AUCE A. SON Notary Public Onalow County State of North Caroline Commission Ex free SEAL My commission expires�r�/r Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4 NOV 0 7 2011 BY: Permit Number: - ?11'n -1�7 �7 (to be provided by DWQ) Drainage Area Number: Filter Strip, Restored Riparian Buffer and Level Spreader Operation 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: — Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). — Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation — Stable groundcover wit] be maintained in the drainage area to reduce the sediment load to the vegetation. — Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC,1993). Forested filter strips do not require this type of maintenance. — Once a year, the soil will be aerated if necessary. — Once a year, soil pH will be tested and lime will be added if necessary. After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inch (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 filter strip Trash/debris is present. Remove the trash/debris. system The flow splitter device The Flow splitter device is Unclog the conveyance and dispose (if applicable) clogged. of any sediment off -site. The Flow splitter device is Make any necessary repairs or damaged. replace if damage is too large for repair. �RECEIVED NOV 0 7 2011 BY: Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3 BMP element: Potentialproblem: How I will remediate theproblem: The swale and the level The swale is clogged with Remove the sediment and dispose lip sediment. of it off -site. The level lip is cracked, Repair or replace lip. settled, undercut, eroded or otherwise damaged. There is erosion around the Regrade the soil to create a berm end of the level spreader that that is higher than the level lip, and shows stormwater has then plant a ground cover and bypassed it. water until it is established. Provide Lime and a one-time fertilizer application. Trees or shrubs have begun Remove them. to grow on the swale or just downslo a of the level lip. The bypass channel Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then reestablish proper erosion control. Turf reinforcement is Study the site to see if a larger damaged or ripap is rolling bypass channel is needed (enlarge if downhill. necessary). After this, reestablish the erosion control material. The filter strip Grass is too short or too long Maintain grass at a height of if applicable). approximately three to six inches. Areas of bare soil and/or Regrade the soil if necessary to 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. Sediment is building up on Remove the sediment and the filter strip. restabilize the soil with vegetation if necessary. Provide lime and a one- time fertilizer application. Plants are desiccated. Provide additional irrigation and fertilizer as needed. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application. Nuisance vegetation is Remove vegetation by hand if choking out desirable species. possible. If pesticide is used, do not allow it to get into the receiving water. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality local Regional Office, or the outlet. 401 Oversight Unit at 979_7334786 NOV 0 7 2011 Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 ol'3 Permit Number: (Io be provided by UWQ) 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 nome:CAMP LEJEUNE TEMPORARY LODGING FACILTY ADDITION BMP drainage area number:POS'f-1 Print name:CARL BAKER Tltle:DEPUTY PUBLIC WORKS DIRECTOR Address:PUBLIC WORKS DIVISION, 1005 MICHAEL ROAD IN L10 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. a Notary Public for the State of !\90hmC(.tfn 11�r1n . ,County ofy h -sIn '/ do hereby certify that CGZT I �"' ak'er personally appeared before me this ' day ofqr,,V O 11 , and acknowledge the due execution of the forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements. Witness my hand and official seal, SYLVIA NORRIS NOTARY PUBL IC ONSLOW COUNTY, MY COMMISSION EXPIRES i /�' SEAL My commission expires-3— UVED NOV 1 7 2011 I Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3 1 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: SW8 110907 2. Project name: Temporary Lodging Facility Addition 3. Project street address: XXX City: MCB Camp Leieune County: Onslow ZIP: 28542 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: https://deg.nc.gov/about/divisions/energy- mineral-land-resou rces/ene rgy-mineral-land-rules/stormwate r-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: MCB Camp Leieune 2. Signing Official's Name: Neal Paul 3. Signing Official's Title: Deputy Public Works Division 4. Mailing Address: MCB Camp Leieune 1005 Michael Rd. City: MCB Camp Leieune State: NC ZIP: 28547-2521 5. Street Address: City: 6. Phone: (910) 451-2213 Email: neal.paul@usmc.mil State: ZIP : 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/ORW). 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: MCT 1. A permit application processing fee of $505.00 payable to NCDEQ. MCT 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 I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the signature of another entity. MCT 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. MCT 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. MCT 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. MCT 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 Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE''S�,CEER IFICAAT`IO T / I, �IJeI , 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, SC owners A formation provided on this permit renewal application is, to the best of my knowledg corr t and c m lete. Signature: Date: NOTARIZATION: 1 I, �rl�l ` a Notary Public for the State of tA(W--'\ l _"UACk County of 01��DVf do hereby certify that _� lE k 1—L ,r JUv- personally appeared before me this the day of u1A 20V2_ and acknowledge the due eP�pQQiO forgoing instrument. Witness my hand and official seal, )4i o i 09-% PUBOGow ' ?; My 66ku rdssiWexpires Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 ULMLH USE ONLY Date Re eiv d Fee Paw Permit Number Io as E 02 5615 su1 o v NC DEG 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: SW8 110907 2. Project name: Temporar4 Lodging Facility Addition 3. Project street address: XXX City: MC8 Camp Leieune County: Onslow ZIP: 28542 4. What, if any, changes have been made to the project as permitted? N/A 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/di6isions/energv- m i ne ral-land- resource s/en ergo-mineral-land-rules/sto rmwate r-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/eneroy-mineral-land-rules/sormwater-program/post-construction. State StormwaterPermits do not automatically transfer with the sale of the property. 1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune 2. Signing Official's Name: Neal Paul 3. Signing Official's Title: Deputy Public Works Division 4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd. City: MCB Camp Leieune State: NC ZIP : 28547-2521 5. Street Address: City: State: -ZIP: 6. Phone: (910) 451-2213 Email: neal.paul@usmc.mil AUG 18 2022 J ,j Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018 _,� � i'--'�, °:'^„�;' `>• - r . '�,an, .i.'er a � r�".;a`k y-b � `r Z" 's;•-G '� .=„'' -� 1`&', u. ♦''car .n..s _ _ . �$ � �o.. �, � , �., _ � 4y _ 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 HOW/ORW). 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: MCT 1. A permit application processing fee of $505.00 payable to NCDEQ. MCT 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 I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the signature of another entity. MCT 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. MCT 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. MCT 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. MCT 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). httos://www.sosnc.00v/online services/searchfbV title/ Business Registration rt —_ AUG 18 2022 r BY:- Slormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE'S CC,ER FICCAT•IO 1, K'ST A. 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, SC owners formation provided on this permit renewal application is, to the best of my knowledg corr t and c m late. Signature: Date: Z T/ NOTARIZATION: that -V_p*p llr } r-% I-0 vet 0.+•r this the 9-D day of : ) I) L&I ruu e>(¢chkpa��jlPafogoing instrument. Witness my hand and official seal, PUBOO 2; Mscid?6hexpires 7N '. 202,E y6Mmi Stormwater Permit Renewal Application Form Page 3 of 3 a Notary Public for the State of do hereby certify personally appeared before me 20 2.2 , and acknowledge the due _a,aEC[ieE��" AUG 18 2022 I d BY: May 11, 2018 7v j3> .x-�&r t-s' a "�5�- "F; f• "�r-,��J}y Y� -: i Pennant Nov" (to be provded by DWt7) ®Tn O�DF W A rFg'q vI r NCDENR s STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This harm must be filled out, p»ntedandsubmihcd The Required Items Checklist (Part ///) must be printed, 6/led out andsubmillaidalong with all of the required mkormation. L PROJECT INFORMATION Project name Camp LeJeune Temporary Lodging Facility AdditionlReravabon Contact person Cad Baker, Deputy Public Works Officer Phone number (910)151-3238 eon. 3284 Date 19-Jul-12 Drainage area number II. DESIGN INFORMATION '. Site Characteristics Drainage area Impervious area, post-0evelopment %impervious Design rainfall depth Storage Volume: Non-SAWaters Minimum volume required Volume provided Storage Volume: SA Waters 1.5' runoff volume Pre -development 1-yr, 24-hr runoff Post -development 1-yr, 24-hr runoff Minimum volume required Volume provided Peak Flow Calculations Is the prelpost control of the lyr 24hr stone peak flow required? 1-yr, 24-hr rainfall depth Rational C. pre -development Rational C, post -development Rainfall intensity: 1-yr, 24-hr storm Pre -development 1-yr, 24hr peak flow Post -development 1-yr, 24-hr peak flow Pre/Post 1-yr, 24-hr peak flaw control Elevations Temporary pool elevation Permanent pod elevation SHWT elevation (approx. at the perm. pod elevation) Top of 10ft vegetated shelf elevation Bottom of 1011 vegetated shelf elevation Sediment deanout, top elevation (bodom of pond) Sediment deanou( bottom elevation Sediment storage provided Is there additional volume stored above the state -required temp, pod? Elevation of the top of the additional volume Form SW401-Wet Detention Basin-Rev.e-9I17/09 96,379 ftr 45,352 e 47.06 % 1.5 in 5,710 fta 6,895 fta rya it fit, fta Y (Y orN) 3.7 in OK OK, volume provided is equal to a in excess of volume required. 0.32 (unitless) 0.53 (unitless) 5.93 inhu OK 3.76 fta/sec 6.30 ft�/sec 2.54 fts/sec 20.60 fmsl 20.00 imsl 19.50 first 20.50 final 19.50 fmsl 14.00 fmsl 12.00 hnsl 2.00 it N (Y or N) 20.6 hnsl OK RECEIVED JUL 2 4 2012 BY: Parts L S II. Design Summary, Page 1 of 2 Permit No. (m 6 pru itl by Dv ) I It DES IGN,INFORM ATIONAawmvpx,a'. 3,u * ,:AP, ; , '.:7 tea_. " x..'.". fA7d'T'+.&'s' ^ ' r>s`-�' m%...r, r^,".-...�s n�•":�.. _ .. ',° aa.,abr'+';' Surface Areas Area, temporary pool Area REQUIRED, permanent pod SAIDA ratio Area PROVIDED, permanent pod, A._� Area, bottom of IOft vegetated shelf, A, am Area, sediment deanout, top elevation (bottom or pond), Aya w„ a Volumes Volume, temporary pool Volume, permanent pod, Vr,„ . Volume, forebay (sum of forebays if more than one forebay) Forebay %of permanent pool volume SAIDA Table Data Design TSS removal Coastal SAIDA Table Used? Mountain/Piedmont SAIDA Table Used? SAIDA ratio Average depth (used in SAIDA table): Calculation option 1 used? (See Figure 10-2b) Volume, permanent pod, Vim, ., Area provided, permanent pool, A._. Average depth calculated Average depth used in SAIDA, d„, (Round to nearest 0.5ft) Calculation option 2 used? (Sea Figure 10.2b) Area provided, permanent pool, Ar, _xd Area, bottom of 10ft vegetated shelf, Aye" Area, sediment deanoul, top elevation (bottom of pond), Ab p� 12,614 fl 4,530 ft 4.70 (unitess) 10,024 fit? OK 7,836 fit? 1,027 ft 6,895 ft' OK 25,073 ft' 5,175 ft' 20.6% % OK 90 % Y (YorN) N (YorN) 4.70 (uniffess) N (Y or N) 25,073 ft' 10,024 ff If It Y (YorN) 10,024 ft 7,836 f? 1,027 f e 'Depth' (distance bAv bottom of IOft shelf and top of sediment) 5.50 If Average depth calculated 3.56 If Average depth used in SAIDA, d., (Round to nearest 0.5ft) 3.5 If Drawdown Calculations Drawdown through orifice? Diameter of orifice (if circular) Area of orifice (if -non -circular) Coefficient of discharge (Ce) Driving head (Ho) Drawdown through weir? Weir type Coefficient of discharge (C,) Length of weir (L) Driving head (H) Pre -development 1-yr, 244hr peak flow Pmt-cmelopment 1-yr, 24-hr peak flow Storage volume discharge rate (through discharge orifice or weir) Storage volume drawdavn fime Additional Information Vegetated side slopes Vegetated shelf slope Vegetated shelf width Length of fiaAWth to width ratio Length to width ratio Trash rack for overflow 8 orifice? Freeboard provided Vegetated filter provided? Recorded drainage easement provided? Capures all mnolf at ultimate build-out7 Drain mechanism for maintenance or emergencies is: Form SW401-Wet Detention Basin-Rev.8-9117me Y (Y or N) 1.40 in in' 0.60 (unifless) 0.60 ft N (YorN) (unitiess) ft it 3.76 ft'/sec 6.30; ft'/sec 0.02 fl'/sec 3.50 days 3 :1 10 :1 10.0 If 3 :1 11.81 Y (Y or N) 1.O,ft Y (Y er N) (YorN) Y (Ycr N) Need 3 If min. OK OK OK, draws down In 2-5 days. OK OK OK OK OK OK OK OK OK JUL 2 4 2012 Permit No. (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.lf a requirement has not been met, attach justification. Pagel Plan Ini ials Sheet �No. 11/ � • �F Gl05- L cl0(n C� � God. A 6dtZ5 C/0�1 Aic5 4 •1r,4 1. Plans (1" - 50' or larger) of the entire site showing: - Design at ultimate build -out, - Off -site drainage (if applicable), - Delineated drainage basins (include Rational C coefficient per basin), - Basin dimensions, - Pretreatment system, - High Flow bypass system, - Maintenance access, - Proposed drainage easement and public right of way (ROW), - Overflow device, and - Boundaries of drainage easement. 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing: - Outlet structure with trash rack or similar, Maintenance access, Permanent pool dimensions, Forebay and main pond with hardened emergency spillway, Basin cross-section, Vegetation specification for planting shelf, and Filter strip. 3. Section view of the wet detention basin (1" = 20' or larger) showing: - Side slopes, 3:1 or lower, - Pretreatment and treatment areas, and Inlet and outlet structures. 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified on the plans prior to use as a wet detention basin. 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay, to verify volume provided. 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the entire drainage area is stabilized. 7. The supporting calculations. the sign ( ndnota D15D 8. A copy of the signed and notarized ol�and maintenance (0&M) agreement. 9. A copy of the deed restrictions (if required). Mylo+'tFrIOW 1;1�11D 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County soil maps are not an acceptable source of soils information. i= ( DIVED Form SW401-Wet Detention Basin-Rev.94/18/12 JUL 2 4 2012 Part III. Required Items Checklist, Page 1 of 1 ray: ��yy T of WArEq T 4� O - NCD`{ENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT This form must be completely filled out, printed, initialed, and submitted. Yrolect name Contact name Phone number Date Drainage area number Uamp Ledeune Temporary Lougm raanry t\uemon Cad Baker, Deputy Public Works Officer (910)451-3238 November 7, 2011 II. DESIGN INFORMATION The purpose of the LS-VFS -Other. Explained below Stomnvater enters LS-VFS from A BMP Type of VFS Engineered filter strip (graded & sodded, slope <8%) Explanation of any 'Other" responses above downstream of wet detentionfacility (85%TSS Removal Design) If Stormwater Enters the LS-VFS from the Drainage Area Drainage area It, Do not complete this section of the form. Impervious surface area fix Do not complete this section of the form. Percent impervious % Do not complete this section of the form. Rational C coefficient Do not complete this section of the form. Peak Flow from the 1 iNhr storm cis Do not complete this section of the form. Time of concentration min Do not complete this section of the form. Rainfall intensity, 10-yrstorm iNhr Do not complete this section of the form. Peak flow from the 10-yr storm cfs Do not complete this section of the form. Design storm Maximum amount of flow directed to the LS-VFS cis Do not complete this section of the form. Is a flow bypass system going to be used? (Y or N) Do not complete this section of the form. Explanation of any "Other responses above If Stormwater Enters the LS-VFS from a BMP Type of BMP Peak discharge from the BMP during the design storm Peak discharge from the BMP during the 10-year storm Maximum capacity of a 100-foot long LS-VFS Peak flow directed to the LS-VFS Is a flow bypass system going to be used? Explanation of any "Other' responses above ,l LS-VFS Design Forebay surface area Depth of forebay at stom water entry point Depth of forebay at stormwater exit point Feet of level lip needed per cfs Computed minimum length of the level lip needed Length of level lip provided Width of VFS Elevation at downslope base of level lip Elevation at the end of the VFS that is farthest from the LS Form SW401 - LS-VFS - 27Ju12011 - Rev.9 Wet detention pond 0.3 cis 2.8 CIS 10 cis 2.8 cis r IT emergency overflow via rock weir sq it 1n 12 in 10 fucfs 28 it 30 It a -%, If 19.00 fmsl 18.00 fmsl Depth is appropriate. RECEIVED NOV 0 7 2011 BY: - page 1 of 3 Slope (from level lip to the end of the VFS) Are`any draws present in the VFS? Is there a collector swale at the end of the VFS? Bypass System Design (if applicable) Is a bypass system provided? Is there an engineered flow splitting device? Dimensions of the channel (see diagram below): W y (flow depth for 10-year storm) freeboard (during the 10-year storm) Peak velocity in the channel during the 10-yr stone Channel lining material Does the bypass discharge through a wefland? Does the channel enter the stream at an angle? Explanation of any 'Other" responses above III. REQUIRED ITEMS CHECKLIST J.JJ N (Y or N) OK N (Y or N) Y (Y or N) N (Y or N) 2.00 ft 6.00 ft 10.00 ft u.Ju ft 1.00 ft 2.60 ftlsec Pick one: N (Y or N) OTHER (Y or UPSTREAM DIFFUSE FLOW ENTERS EXISTING GRADE EDIT 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. Requried Item: 1. Plans (1' -50' or larger) of the entire site showing: -Design at ultimate builduut, - Oft -site drainage (if applicable), - Delineated drainage basins (include Rational C coefficient per basin), - Forebay (it applicable), - High flow bypass system, - Maintenance access, - Proposed drainage easement and public right of way (ROW), and - Boundaries of drainage easement. 2. Plan details (1' = 30' or larger) for the level spreader showing: - Forebay (if applicable), - High flow bypass system, - One fool topo lines between the level lip and top of stream bank, - Proposed drainage easement, and Design at ultimate build -out. Form SW401 - LS-VFS - 27Ju12011 - Rev.9 i sheet number and any notes: C103 & C103A C103 & C103A CEIVED NOV 0 7 2011 BY: page 2 of 3 3. Section view of the level spreader (1' = 20' or larger) showing: - Uvderdram system (if applicable), -Level lip, Upslope channel, and - Downslope filter fabric. 4. Plan details of the flow splitting device and supporting calculations (if applicable). 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire drainage area is stabilized. 6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing that no draws are present 7. The supporting calculations. 6. A copy of the signed and notarized operation and maintenance (08M) agreement. Form SW4e1 - LS-VFS - 27Ju12011 - Rev.9 SUBMITTED C''TVED NOV 0 7 Z011 I .. S. page 3 of 3