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HomeMy WebLinkAboutSW3140303_CURRENT PERMIT_20140324STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE. A YYYYMMDD NCDENR North Carolina Department of Environment and Natural Resources Division of Energy, Mineral, and Land Resources Tracy E. Davis, PE, CPM Director Mr. N. Michael Garbark CIP Program Manager 500 N. Main Street Monroe, North Carolina 28112 Pat McCrory, Governor John E. Skvarla, III, Secretary March 24, 2014 �1V1Sll)N OF LAND RESOD ' 4ND QUALITY SECTIOCES N Subject: Stormwater Permit No. SW3140303 Weddington Elevated Water Tower in Union County Dear Mr. Garbark: APR j 1 2014 �crhn�mgri Vr A•+o ry"n'^GYvI^L ?sE50URCF,§ The Division of Energy, Mineral, and Land Resources (DELMR), received a complete Stormwater Management. Permit Application for the subject project on March 14, 2014. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding Permit No. SW3140303, dated March 24, 2014, for the construction, operation and maintenance of the subject project and the stormwater system. This permit shall be effective from the date of issuance and shall be subject to the conditions and limitations as specified therein, and does not supersede any other agency permit that may be required. 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. Per NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. This project will be kept on file at the Mooresville Regional Office. If you have any questions, or need additional information concerning this matter, please contact Mike Randall at (919) 807-6374; or mike.randall@ncdeiir.gov. Sincerely, for Tracy E. Davis, PE, CPM, Director cc: SW3140303 File, Mooresville Regional Office cc: Robert M. Baysden, HDR Engineering of the Carolinas, Inc Geological Survey Section • Land Quality Section 1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: 919-715-8801 512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:l/portal.ncdenr.org/web/Ir/ An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper State Stormwater Permit Permit No.SW3140303 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES STATE STORMWATER MANAGEMENT PERMIT 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 U?jllTygEn t�NCE,3 Union County APR1 IC Weddington NC, Union County `� �014 FO R TH E �o � ^rgduRG�NT Weddington elevated Water Tank project in compliance with the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (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 State and considered a part of this permit. The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions and limitations: I. DESIGN STANDARDS 1. Approved plans and specifications for projects covered by this permit are incorporated by reference and are enforceable parts of the permit. 2. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division. 3. No piping is allowed except that minimum amount necessary to direct runoff beneath an impervious surface such as a road or to provide access. 4. The built -upon areas associated with this project shall be located at least 30 feet landward of all perennial and intermittent streams. 5. All swales shall that discharge into a wetland shall do so at a non -erosive velocity for the 10 year storm. II. SCHEDULE OF COMPLIANCE 1. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon area. 2. 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. Page 1 of 4 State Stormwater Permit Permit No.SW3140303 3. This project may not be sold or subdivided in whole or in part without first receiving a permit modification. 4. The following deed restrictions must be recorded with the Office of the Register of Deeds: a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number SW3140302. b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. C. These covenants are to run with the land and be binding on all persons and parties claiming under them. d. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the State. f. This project may not be sold or subdivided, in whole or in part, without first receiving a permit modification from the Division. h. Construction of additional impervious areas such that low -density requirements are no longer met will require a permit modification prior to construction. An engineered system will be required to collect and treat the runoff from all built -upon area associated with the project, including that area permitted under the low density option. i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this development, except for average driveway crossings, is strictly prohibited by any persons. j. The built -upon areas shall be located a minimum of 30 feet landward of all perennial and intermittent surface waters. 5. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the permitted development, except for average driveway crossings, is strictly prohibited by any persons. 6. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to the approved plans, regardless of size. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area. e. Further subdivision, acquisition, or sale of the project area in whole or in part. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought. f. Filling in, altering or piping any vegetative conveyance shown on the approved plan. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated conveyances will be repaired immediately. Page 2 of 4 State Stormwater Permit Permit No.SW3140303 9. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted stormwater management systems at optimum efficiency to include: a. Inspections b. Sediment removal. c. Mowing, and re -vegetating of the side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. 10. Within 30 days of completion of the project, the permittee shall certify in writing that the project has been constructed in accordance with the approved plans. 11. The permittee shall submit all information requested by the Director or his representative within the time frame specified in the written information request. Ill. GENERAL CONDITIONS This permit is not transferable to any person or entity except after notice to and approval by the Director. The Director may require modification or revocation and re=issuance of the permit to change the name and incorporate such other requirements as may be necessary. In the event of a name or ownership change, a completed Name/Ownership Change form, signed by both parties, must be submitted to the State accompanied by the supporting documentation as listed on page 2 of the form. The approval of this request will be considered on its merits, and may or may not be approved. The permittee is responsible for compliance with all permit conditions until the Director approves a transfer of ownership. Neither the sale of the project nor the transfer of common areas to a third party, such as a homeowner's association, constitutes an approved transfer of the stormwater permit. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. 4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Session Law 2006- 246, Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by the State, such as the construction of additional or replacement stormwater management systems. The permittee grants permission to DENR Staff to enter the property during normal business hours, for the purpose of inspecting all components of the stormwater management facility. The permit issued shall continue in force and effect until revoked or terminated. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and re -issuance, or termination does not stay any permit condition. Page 3 of 4 State Stormwater Permit Permit No.SW3140303 8. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 9. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 10. The issuance of this permit does not preclude the Permittee from complying with any and.all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state and federal), which have jurisdiction. 11. The permittee shall notify the Division in writing of any name, ownership or mailing address changes at least 30 days prior to making such changes. Permit issued this the 24`h day of March, 2014. for I racy E. Uavis, N.E., UFJM Director Division of Energy, Mineral, and Land Resources Page 4 of 4 DEMLR USE ONLY Date Received Fee Paid Permit Number 03 HN 1IL4 15 soy s SW 3 ► 4 o S0-� Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction (select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters []Universal Stormwater Management Plan fd Other WQ Mgmt Plan: State of North Carolina Department of Environment and Natural Resources p 19 BIN C Division of Energy, Mineral and Land Resources STORMWATER MANAGEMENT PERMIT APPLICATION FO Z MAR 1 4 2914 This fonu may be photocopied for use as an original I. GENERAL INFORMATION I wlperMa 14 sitanwo 1. Project Name (subdivision, facility, or establishment name.- should be consistent with project name on plans, specifications, letters, operation and maintenance agreenien�ts Nu D�etcl)"UALITY SLAND RESOURCES . Weddington Elevated Storage Tank ^^n'.,, ,T _ ECTION 2. Location of Project (street address): APR y 1 5025-5229 Hemby Road nFa,,.. 1 2014 .,•,ncivi City:Weddington County:Umn:,onv,, bwt.. _cr_vv"1U NfVIFN'l 7ip:28704 wy4nL� 3. Directions to project (from nearest major intersection): From I-485, take Providence Road INC 16) South 2 miles. Take Left onto Hemby Road (SR 1346) Site is on the Right 1.5 Miles down next to the Providence Volunteer Fire Department. 36, () 3 l0 5 -xo . '7/4 31 l u 4. Latitude:35° 02' 11.45" N Longitude:80° 44' 37.88" W of the main entrance to the project. II. PERMIT INFORMATION 1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt tRenev,als anth nmdificatlons also requires SWU-102 - Reneeoal Application Form b.If this application is being submitted as the result of a modification to an existing permit, list the existing permit number , its issue date (if known) and the status of construction: ❑Not Started ❑Partially Completed* []Completed* *provide a designer's certification 2. Specify the type of project (check one): ®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other 3. If this application is being submitted as the result of a previously returned application or a letter from DEMLR requesting a state stormwater management permit application, list the stormwater project number, if assigned, and the previous name of the project, if different than currently proposed, 4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): ❑CAMA Major ®Sedimentation/Erosion Control:ZJ/ac of Disturbed Area (Utv sl lam) ❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number, issue date and the type of each permit: 5. Is the project located within 5 miles of a public airport? ®No ❑Yes If yes, see S.L. 2012-200, Part VI: httl2://12ortal.ncdenr.org/web/Ir/rules-and-regulations Form SWU-101 Version Oct. 31, 2013 Page I of 6 - ---...__.r.�"�`f III. CONTACT INFORMATION 1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee, designated government official, individual, etc. who owns the project): Applicant/Organization:Union County, NC Signing Official & Title:N. Michael Carbark, IV, PE - CIP Program Manager b.Contact information for person listed in item 1a above: Street Address:500 N.:Main Street State:NC Zip:28112 Mailing Address (if applicable): City: State: Zip: Phone: ( ) Email: Fax: ( c. Please check the appropriate box. The applicant listed above is: ® The property owner (Skip to Contact Information, item 3a) ❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below) ❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and 2b below) ❑ Developer* (Complete Contact Information, item 2a and 2b below.) 2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the person who owns the property that the project is located on): Property Owner/Organization: Signing Official & Title: b.Contact information for person listed in item 2a above: Street Address: City: State: Mailing Address (if applicable): City: State: Phone: ( ) Fax: f 1 Email: 3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other person who can answer questions about the project: Other Contact Person/Organization: Signing Official & b. Contact information for person listed in item 3a above: Mailing Ad Phone: ( 1 Fax: Email: 4. Local jurisdiction for building permits: Weddington, NC Point of Contact:Iordan Cook Phone #: (704 1 846-2709 Form SWU-101 Version Oct. 31, 2013 Page 2 of 7 IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwa ter runoff will be treated. Storm water is treated through the use drive side vegetated swales and an extended dry detention pond. Gravel (while still impervious) was utilized instead of pavement. Trees and shrubs have been added to the site (required by code); however, only cropland existed before with no permanent vegetation. 2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: ❑ Approval of a Site Specific Development Plan or PUD Approval Date: ❑ Valid Building Permit Issued Date: ❑ Other: Date: b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with: ❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction 3. Stormwater runoff from this project drains to the Catawba River basin. 4. Total Property Area: 3.92 acres 5. Total Coastal Wetlands Area: N/A acres 6. Total Surface Water Area: N/A acres 7. Total Property Area 4 Total Coastal Wetlands Area 5 Total Surface Water Area 6 Total Project Area+:3.92 acres S`i` ` Total project are" shall be calculated to exclude the followinQ the normal pool of impounded structures, the area between the books of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water (MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landurnrd of the NHW (or MHW) tine nay be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 7.14 % 9. How many drainage areas does the project have? 1 (For high densihj, carat 1 for each proposed engineered stonnwnter BMP. For low densihl mid other projects, use 1 for the whole properhj area) 10. Complete the following information for each drainage area identified in Project Information item 9. If there are more than four drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1. Drainage Area _ Drainage Area _ Drainage Area _ Receiving Stream Name Six Mile Crock Stream Class * C Stream Index Number* 11-138-3 Total Drainage Area (so 537991 On -site Drainage Area (so 1.06722 Off -site Drainage Area (so 431269 Proposed Impervious Area** (so 12465 % Impervious Area** total 7.14 Impervious** Surface Area Drainage Area _ Drainage Area Drainage Area Drainage Area On -site Buildings/ Lots (so 1762 On -site Streets (so 10374 On -site Parking (so 720 On -site Sidewalks (so Other on -site (so Future (so Off -site (so 32107 Existing BUA'* (so Total (so: 1 44963 Stream Class and Index Number can be determined at: Ittly://nortaLncdenr.or weblzwglps/csu/classifications Form SWU-101 Version Oct. 31, 2013 Page 3 of 7 Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. Report only that rnnount ofexisting BUA that will reninin after development. Do not report any existing BUA that is to be removed and which will be replaced by new BUA. 11. How was the off -site impervious area listed above determined? Provide documentation. Used survey data combined with the Union County CIS utilizing the aerial background turned on. Have provided Drainage Area Figures in the calculation package. Projects in Union County: Contact DEMLR Central Of staff to check if (he project is located within a Threatened Endangered Species watershed that mrav be subject to more stringent slormwater requirements as per 15A n'CIIC 02B .0600. V. SUPPLEMENT AND O&M FORMS The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded from http://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual. VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application instruction sheet and BMP checklists are available from littp://portal.ncdenr.org/web/wq/ws/su/statesw/forms_ does. The complete application package should be submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.) Please indicate that the following required information have been provided by initialing in the space provided for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for each submitted application package from httl2://12m4al.ncdenr.org/web/wq/ws/su/statesw/forms does. 1. Original and one copy of the Stormwater Management Permit Application Form. l 2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Form. (if required as per Part VII below) 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M agreement(s) for each BMP. 4. Permit application processing fee of $505 payable to NCDFNR. (For an Express review, refer to ht!p://www.envlielp.org/pages/oneqtopexpress.litiiiI for information on the Express program and the associated fees. Contact the appropriate regional office Express Permit Coordinator for additional information and to schedule the required application meeting.) (h 5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor the project. This is required in addition to the brief summary provided in the Project Information, item 1. 6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1/2 mile radius on the map. 7. Sealed, signed and dated calculations (one copy). 8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: a. Development/Project name. b. Engineer and firm. c. Location map with named streets and NCSR numbers. d. Legend. e. North arrow. f. Scale. g. Revision number and dates. It. Identify all surface waters on the plans by delineating the normal pool elevation of impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal waters, and any coastal wetlands landward of the MHW or NHW lines. • Delineate the vegetated buffer landward from the normal pool elevation of impounded structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. i. Dimensioned property/project boundary with bearings & distances. j. Site Layout with all BUA identified and dimensioned. Form SWU-101 Version Oct. 31, 2013 Page 4 of 7 k. Existing contours, proposed contours, spot elevations, finished floor elevations. I. Details of roads, drainage features, collection systems, and stormwater control measures. m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a qualified person. Provide documentation of qualifications and identify the person who made the determination on the plans. n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. o Draina e areas delineated (included in the main set of lans not as a se Irate document) gp < p< < p. Vegetated buffers (where required). m 9. Copy of any applicable soils report with the associated SHWT elevations (Please identify elevations in addition to depths) as well as a map of the boring locations with the existing elevations and boring logs. Include an 8.5"xll." copy of the NRCS County Soils map with the project area clearly delineated. For projects with infiltration BMPs, the report should also include the soil type, expected infiltration rate, and the method of determining the infiltration rate. (Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior to submittal, (910) 796-7378.) 10. A copy of the most current property deed. Deed book: 6136 Page No: 377-378 11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Secretary of State or other official documentation, which supports the titles and positions held by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e). The corporation or LLC must be listed as an active corporation in good standing with the NC Secretary of State, otherwise the application will be returned. httl2://www.secretary.state.nc.us/Corporations/CSearcii.aspx VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and protective covenants forms can be downloaded from httl2://12ortal.ncdenr.org/web/­irlstate-stormwater- forms does. Download the latest versions for each submittal. In the instances where the applicant is different than the property owner, it is the responsibility of the property owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring that the deed restrictions are recorded. By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and protective covenants for this project, if required, shall include all the items required in the permit and listed on the forms available on the website, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot. VIII. CONSULTANT INFORMATION AND AUTHORIZATION Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as addressing requests for additional information). Consulting Engineer: Robert M. Baysden, PE, LEED AP BD+C Consulting Firm: HDR Engineering of the Carolinas, Inc. Mailing Address:440 South Church Street, Suite 1000 City:Charlotte State:NC Zip:28202 Phone: (704 ) 973-6883 Email:robert.baysden@hdrinc.com Fax: (704 ) 338-6760 Form SWU-10i Version Oct. 31, 2013 Page 5 of IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 las been filled out, complete this section) I, (print or hjpe nanne of person listed in Contact Information, item 2a) I certify that 1 own the property identified in this permit application, and thus give permission to (print or hjpe nanne of person listed in Contact Information, item la) with (print or hipe name of organization listed in Contact Information, item in) to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittal, which indicates the party responsible for the operation and maintenance of the stormwater system. As the legal property owner I acknowledge, understand, and agree by my signatu re below, that if my designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6. Signatu a Notary Public for the State of , County of do hereby certify that before me this _ day of personally appeared . and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal, SEAL My commission Form SWU-101 Version Oct. 31, 2013 Page 6 of 7 X. APPLICANT'S CERTIFICATION 1, (print or hype name of person listed in Contact Information, item in) n • M1Ct{Ae— GA'Z,g certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of the applicable st rmwater r Ie�155AA NN-CAC 2H .1000 and any other applicable state stormwater requirements. Signature: a Notary Public for/thee State of el'& �4ro�`t^4', County of ` c9 s do hereby certify that /W /°%,-C-L I ((tea+ �..iC l ✓?E personally appeared before me this Z�clay ofya'C4 O / and ac�le��ue 4ccuObn of the application for a stormwater permit. Witness my hand and official seal, a lot"��pleep9`4Pp +s ",ee• o o� s �XOTARY eo veu CA PUBL%CJ .° V Oe ee e•e SEAL My commission expires Form SWU-101 Version Oct. 31, 2013 Page 7 of 7 Permit Name: (to be provided by DWQ) Drainage Area Number: Grassed Swale 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. � OGq�srpv Important maintenance procedures: `2i. — The drainage area of the grassed swale will be carefully manag"ed�[o � du -1t sediment load to the grassed swale. ` — After the first-time fertilization to establish the grass in the Swale, fe h tl ier willo� not be applied to the grassed swale. NL u The grassed swale will be inspected once a quarter. 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 length of the Trash/debris is present. Remove the trash/debris. swale Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then re -sod (or plant with other appropriate species) and water until established. Provide time and a one-time fertilizer application. Sediment covers the grass at Remove sediment and dispose in an the bottom of the swale. area that will not impact streams or BMPs. Re -sod if necessary. Vegetation is too short or too Maintain vegetation at a height of long. approximately six inches. 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-Grassed Swale O&M-Rev.3 Page I of 2 Permit Number: (to be provided by DWQ) acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:Weddington Elevated Storage Tank BMP drainage area number: Print name:N. Michael Garbark, IV, PE Title:Union County CIP Program Manager Address:500 N. Main Street, Monroe, North Carolina 28112 Signature: Date: Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. 1, 'e IleA-Z , a Notary Public for the State of '4r/z Lazo%kIc . County of /,Lh : c.._ do hereby certify that U./4 e/��etrOar k / K tOE personally appeared before me this 7 day of /!%, and acknowledge the due execution of the forgoing grassed, wale maintenance requirements. W itn s my handand official seal, C+ @• a°eeeeesa ro s o e ,OTAR., a aeo s . �. •6��Q��°Oee 44, aeee�aM SEAL My commission expires 9- a 9- a evs Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2 Permit Number: (to be provided by DA'Q) Drainage Area Number: Dry Extended Detention Basin ')I�'SIpN(,), Operation and Maintenance Agreement OZI DR, I will keep a maintenance record on this BMP. This maintenance recordtwill be kelit in/a log in a known set location. Any deficient BMP elements noted in the ittspctiotl will'Ue� corrected, repaired or replaced immediately. These deficiencies can affect tlie�tintegrity� of structures, safety of the public, and the removal efficiency of the BMP. CS661 V0 by The dry extended detention basin system is defined as the dry detention basin, outlet structure, 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: — The drainage area will be managed to reduce the sediment load to the dry extended detention basin. — Immediately after the dry extended detention basin is established, the vegetation will be watered twice weekly if needed until the plants become established (commordy six weeks). — No portion of the dry extended detention pond will be fertilized after the first initial fertilization that is required to establish the vegetation. — I will maintain the vegetation in and around the basin at a height of approximately six inches. — Once a year, a dam safety expert will inspect the embankment. After the dry extended detention basin is established, it will be inspected once a quarter and within 24 hours after every storm event greater than 1.0 inches (or 1.3 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potentialproblem: How I will remediate theproblem: The entire BMP Trash/debris is present. Remove the trash/debris. The perimeter of the dry Areas of bare soil and/or Regrade the soil if necessary to extended detention erosive gullies have formed. remove the gully, and then plant a basin ground cover and water until it is established. Provide lime and a one-time fertilizer application. Form SW401-Dry Detention O&M-Rev3 Page I of 4 BMP element: Potentialproblem: How I will remediate theproblem: The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the swale applicable). sediment off -site. The pipe is cracked or Replace the pipe. otherwise damaged (if applicable). Erosion is occurring in the Regrade the swale if necessary to Swale (if applicable). smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. The forebay Sediment has accumulated Search for the source of the and reduced the depth to 75% sediment and remedy the problem if of the original design depth possible. Remove the sediment and (see diagram below). dispose of it in a location where it will not cause impacts to streams or the BMP. Erosion has occurred or Provide additional erosion riprap is displaced. 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 pesticides are used, wipe them on the plants rather than spraying. The main treatment area Sediment has accumulated Search for the source of the and reduced the depth to 75% sediment and remedy the problem if of the original design depth possible. Remove the sediment and (see diagram below). dispose of it in a location where it will not cause impacts to streams or the BMP. Revegetate disturbed areas immediately with sod (preferred) or seed protected with securely staked erosion mat. Water is standing more than Check outlet structure for clogging. 5 days after a storm event. If it is a design issue, consult an appropriate rofessional. Weeds and noxious plants are Remove the plants by hand or by growing in the main wiping them with pesticide (do not treatment area. spray). Form SW401-Dry Detention 0&M-Rev.3 Page 2 of 4 BMP element: Potentialproblem: How 1 will remediate theproblem: The embankment Shrubs or trees have started Remove shrubs or trees to grow on the embankment. immediately. Grass cover is unhealthy or Restore the health of the grass cover eroding. - consult a professional if necessar . Signs of seepage on the Consult a professional. downstream face. Evidence of muskrat or Use traps to remove muskrats and beaver activity is present. consult a professional to remove beavers. An annual inspection by an Make all needed repairs. appropriate professional shows that the embankment needs repair. 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 NC Division of Water damage have occurred at the Quality 401 Oversight Unit at 919- outlet. 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 basin depth reads 0.33 feet in the main pond, the sediment shall be removed. When the basin depth reads 0.33 feet in the forebay, the sediment shall be removed. Sediment Removal Bottom BASIN DIAGRAM ill in the blanks) Temporary Pool Elevation 716.60 3 Te pora Pool "temporary ool olume Sediment Removal Elevation 715.73 1 Volume .00 25 0 Sediment Bottom Elevation 715.40 125% ediment Storage Stomge FOREBAY MAIN POND Form SW401-Dry Detention O&M-Rev.3 Page 3 of 4 Permit N (to be provided by DWQ) 1 acknowledge and agree by my signature below that 1 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. Projecl name:Weddington Elevated Storage Tank BMP drainage area number: Print name:N. Michael Garbark IV, PE Title:Union County - CIP Program Manager Address:500 N. Main Street, Monroe- North Carolina 28112 Signature:�� Date - Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots have been sold and a resident of the subdivision has been named the president. 1,� �2 X IX F-L a Notary Public for the State of County of do hereby certify that /1, dric-/ / {/ ?F personally appeared before me this % 7 day of 177a� 4, and acknowledge the due execution of the forgoing dry seal, ee°•eeeeoO° 0 NOTARY e ueo y G "e AUBLIG e V 6�'0•'depV''°Oeeo a �b�-C'OV p00 SEAL `n m�e requirements. Witness my hand and official My commission expires J?'02% 1:701Sr_ Form SW40I-Dry Detention O&M-Rev.3 Page 4 of 4